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460 NE 93 St (5)BUILDING PERMIT APPLICATIO FBC 2001 Building Electrical Permit Type (circle): Owner's Name (Fee Simple Titleh der) 5�- V,,,�� � RL?hn Phone # 305 5e/2. u�� N 61 3r City 1y \\A \ � State Zip 33 l3 Owner's Address Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractors Address Minus Plans Check Fee $ 50 _ Miami Shores Village Building Department — fb�01V� q 3r Plumbing Mechanical County Miami -Dade NO Contractor's Company N me 1 Contractor's OX S3/1 l City YJ 1 ` & 1� v, �� h o r e 6 State Qualifier V&.1/J i& wu + �'eg- Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State Zip $ Value of Work For this Permit 1 " 3 ) 00 Square Footage Of Work: 3 00 Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition ['Alteration DNew • Repair/Re lace ❑ Demolition Describe Work: -'P L( r 0''0 .' X lS�-I {� I e rop i Y'Cp tc.Ce in_ h& ri �k� . I i�: ` Lay C.o or`f"�11�Ll. h` MA. `�-I` ( 049r tA1Me i (€ r 004 ';- S s I t- M * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Misc Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ �J / 0 Permit Fee $ 3 9S Education/Training Fee $ aitie) Tech $ Code Enforcement $ Bond $ Fee Totals $ 13 Scanning $ 3 081 3 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 64 'y 35 Master Permit No. Zip 3.3 Phone # - 55 , 5 1 1 5 Zip 3 Phone # Notary $ Radon $ —" (Continued on opposite side) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ' h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will notes spection fee will be charged. Signature The foregoing instrument was acknowledged before mee thisZ&' 2O i by 1 c L A , day of who is personally known to me or who has produce �T 4 0 O• C. a 10 , �s identification and who did take an oath. NOT Y P LIC: (, Sign: �x ��,ra : Print: ' - Ni , , 106 chc6/17 /03 Owner or Agent f :.A`If rte•. N My Commission agoi s: APPLICATION APPROVED BY: Signature Th day who is per Contractor oing ins ment was acknp,wledg d before me by onally known to me or who has produced as identification and who did take an oath. NOTARY Si My Con Th Aires: MAR 3 1 2004 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Plans Examiner Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -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. -eve S oreS ,L 1. LY oVv\t al description ofkroperty and stt/address: 2. Description of improvement: e 111111111111111111111111111111111111111111111 CFN 2004R0216759 OR Bk 2 2161 P9 0303; (1P9) RECORDED 03/30/21004 12:57:02 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 3. Owner(s) name an address: S+ ')e / o n h 1 4 1 4190 �� 3rd S L , MkV \ 6110 re -F -A 3 Interest in property: 0 IN ne I-- Name and address of fee simple titleholder: 4. Contractor's name and address: f 60A-1 44. l/V Q- 1 e X 1' , 0 , Bo X 5310e/ 4. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expira ' • - • . e o ' is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ? Cliff ren ► •ec' •led) Signat a of Owner Print Owner's Name Sworn to and subscribed before me thi p vl 9 f \AA My commission expires: i Angela MBacker My 00001,080 bdf 56645 Evit064. 4k4 Notary Public Print Notary's -me 123.01 -52 PAGE 4 8/02 Prepared by 1:2Lt "`J1 ke-'aI e , 20�� c ' v �✓ M; , EL 3315 COUMYY OF DADE STATE OF FL ORIDA, of the nt uec y Y that this is a d t h1EREBY CEf17 on c, hi'ofn origins �`� y A i. d Seal. Ctr`AK, of Ctr tut and Courts .c. 0 ,'DE CO' ` 4 -, Florida High VeI. Hurricane Z Zone UnifartnPer lIcatlor Form. ❑ Low Slope ❑ Asphaltic Shingles Sectlo A General Information Master Permit No. Proses s No. Contractor's Name Tcx ,& \ �`, . Job Address ROOF CATEGORY ❑ Mechanically Fastened Tile C ❑ les Moir /Adhesive Bet Tile Mptal PaneU3hln g ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ARE THERE GAS VENT STAG ? • ROOF TYPE • YES ❑ NO a +. TYPE- NATURAL ❑ LPGX ❑ l:3 New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) . 0 3100. 3/00 Sketch Roof Plan: Illustrate all levels and section roof scuppers and overflow drains. include dimensions of sections and scuppers, clearly Identify dimensions of elevated pressure zones and location of pa ., ti ., { . ta. Imummummum rrrrriirr ■.iiir.rirrrri ummi iiiile diTha�1 1liriiiirrirrlirrrliii i Irirrrr ■ iririiiriiirririrrrrrrrriiriirirMICI rp ■Mri■ {1r!AMMINi r■ Irrrivaramrrrrr :rrrrrr a ommlii 1iWR1 IriiriiriiirrrrrrriMMIMMEriririrrrrriiMipirr r lirrrii`iriirirritii riiirrii■■ ummum iirrriiiiiriirrrrrriiririi .rrritiri`►,Sirill.iuiia .n ailaSA OMISiiiiiriiiiri■ lrrrrrirummillimmirrrrrrrrrrrr ummum:rr\ :rrr r�r mimm Ir ■ri■ Iriiiim mul�rirrirr!!! miirrirlriiiriirrrriiiriririirir ntmi g Criir ■. rtrrrrruriir, rlirriimruriliririrririr 'riii'ttiriirrl g ,►uri'►4iV.iF\A■irirrrrfi r i. 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P Irrr1■ rrrrrrrrrrrmie ni ri irririr ■ ■irirrrrrrirrrrrirrrrririP i r f l ■ ` r ,r1 Irrrt.rirrrrmrrrrrrrrrmm rriiri•rrrirrrrriirrrrrrrirrii u, • ?i •1' 1 ' n r riin i, ilimmammummummummolimmiummumMONXIMMIRMAIMMOMMMUMMIIMMINVICyAIIMA 1 Iirrri• iii• rriririiirrrrrrrriiirirrirriiririiri rrrii ■rririiri rir rrrrrrilcA:dr ao • Roof System Manufacturer: Gd 1 +crra Notice of Acceptance Number: 0 1 -10 C I 0/ ( o L ) Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1 P1: � I1b P2: 1 6011 P3: 1 Maximum Design Pressure (From the NOA Speciflc System): 6615 Method of tile attachment: Po l y Foam m so.A k e S 1 V e Roof Slope: :12 123_01-48 5/03 PAGE 4 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation. Ridge Ventilation? NIPS Fire Barrier: Mean Roof Height: 1 ) l A $D (U*■ IV\a astener Type & Spacing: dheslve Type: ype Cap Sheet: oof Coverl 11/4R R,S, IVa■ 16 bicA F iivka cr ■-F' ; e d ng: al-{-err-e( Sp &,h;s J\ -� +Aroti�,1- c le Type & Size Drip dge: 30, Cc 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the valves for M the values from M t~ If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Meth (P 2: 0 7 6:.X. (P �L- s X 1 1 1 iiii ent Based Ale Calctilatio s Per RAS 127" 6 5 - Mg: : $ = rot NOA 11� c _i 111 - Mg: o NOA Mg: = = ma-1-14-S-17 NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mt M. Required Moment Resistance' Mean Roof Haight - Roof Slope 2:2 3:12 4:12 5:12 8:12 7:12 15' 34.4 32.2 30.4 28.4 28.4 24.4 20' 38.5 34.4 32.2 30.1 28.0 25.9 25' 38.2 38.0 33.8 31.8 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.5 28.2 40' 42.2 39.8 37.3 34.9 32.4 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : 11: z w: = _ - W' a cos 9: _ = F NOA F' (P 11: = 1 w: _ ) - W: a cos 9: __ = F NOA F' (P3: z 1 : = 1 w: ) - W: 1cds9 : Pa: NOA F' 123_01-48 5/03 PAGE 5 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier ?L NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA , Requited Moment Resistance Mr Calculated Minimum Attachment Resistance F NOA Required Ljl lift Resistance F, maculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the valves for M the values from M t~ If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Meth (P 2: 0 7 6:.X. (P �L- s X 1 1 1 iiii ent Based Ale Calctilatio s Per RAS 127" 6 5 - Mg: : $ = rot NOA 11� c _i 111 - Mg: o NOA Mg: = = ma-1-14-S-17 NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mt M. Required Moment Resistance' Mean Roof Haight - Roof Slope 2:2 3:12 4:12 5:12 8:12 7:12 15' 34.4 32.2 30.4 28.4 28.4 24.4 20' 38.5 34.4 32.2 30.1 28.0 25.9 25' 38.2 38.0 33.8 31.8 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.5 28.2 40' 42.2 39.8 37.3 34.9 32.4 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : 11: z w: = _ - W' a cos 9: _ = F NOA F' (P 11: = 1 w: _ ) - W: a cos 9: __ = F NOA F' (P3: z 1 : = 1 w: ) - W: 1cds9 : Pa: NOA F' 123_01-48 5/03 PAGE 5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with 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. • R 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High • Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 5 1 7 . 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 5 h 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Cjk 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. c k 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 original roofing system is removed. Ponding conditions should be corrected. 6V 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. sk 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. • wne r ` 1Ip R19 / b 1 0,44? � 3 Age is igna e Date Contractor's Signature -� 9 _f` co r • M O-DA DE FLA COUNTY. FLORIDA t x GUILD1NC CODE coMr P R n>n ;L-�- ML'T LtancE OFFICE N NOTE C f. t ao wt;t . n�Gtl`x !'vrLDMD rolyfoam P rovncts A('C' - AGt.cRy�p�•.sUtT� Icn aU0 S rin , inc �'TA Y g (s "3) MIAMI. t. t I c: J P g• »s -2' � ^ ssrsatuJ 3a l FAX (J (13) J )s.2 q • Spring ,TX 77383 -1 132 Cnrn�t { r rok r ►r► vr rnr: LIDS)) 7 s.'s:7 FAX ':`-ri �'t l.V'f (Mt J 77-Ths � L-YFrUtO AIrN Y o '.rr replica for Notice o('A;cc ►attcc UoSI)7S.2 VAN rnrvt. • c3ast »J. 'l'�+t, Component 1'olyurcthrnc Fn: m BOA) °f r ROD tiCTCO rt •or I, ty .tn;:cr Chapter 8 orate Code ol' oJ, �liami- Dadc nl UU >>>;r._ac_r,��tJosrt7��M Construction, ;,net cot Cod y governing COl :t :t Y d escribed herein, Co ° the use ofAJlcrnate y c(ion inn co lefe ,pti,lncc OtTic�• p has been r cctntt1Cndcd fo aCe Matcri acid T CCO) under the conditions spccit n Types of by Il't Miititi - Dad e r This ri !■'OA shall no; be valid after ;he expiration date s ;4t Thi uet o; sl: 1 tal of v . ed below. ^r.t:t�lr.t or material fails t o trrtc front a ;obsitc or • H t O rescry perform in the i roe tttir plant tar cs t..c right to sc:; n nr of t or product ai material r pp cd n»rnc: quality n this ECCO may revoke, Y control t=s;inr. Jf this * rrincd by product that this T`diatcly. QCCO reservcs the ri ht to ths P d CI: d o rr r• i Cbdc. product cr ntalcrizi fails to meet 1110 requirements modify. or sJ' cn 8 rcvo;;e this approval, if it is y.ttrcmcnts of the South Florida I - 'r9 =nsc ot'Srrclt . t.sttn6 v.ill he Incurred by ; ,I1 C rl.lnuraClu ^Cr. .tCC h'0 : 01.(3521.02 . 1 ritES: 05 /10!2006 A 1'Pk0YF..I): t)G /r.4:20n1 !taut Rodriguez Chief Prcduct CcnlrCl n:vi:rprt L.l lz Tur. CO1'FUSttr•.FT SF • n l v A l. l' n[;rr r�rr \(`Cn[)�:, 'tr,)Nt? l�� C FOR St•FCIF(C \_It Ci l�'rrt.�I. - �fQI?1CT it 1 'IF;\`_ (_ONtt1 r1 E_L, ; ;tr , nl:c ; t!ton for t'fCd''�t �I'dc nr,<1 Prod: A(»fov'I been ICI IZCVtcc .,:ct evic‘v.c'1 by tl:c ..,' tnliltcc to b< t:� ' , �.. tY L1CC0 a a tin yr ( I ; ' the Building 71. a�c�'c. In Boni; -Dade Cow F; tl, tn Y. ortdQ ►Indct the condit�gns s 1 rnncisc J. Quirtt R.A. Oirccter tilinttti Dade Goan!). fruilJln� Cctle Corn plian e OTcv 11I 4S ., 00 1Vt:000∎tLser*ate+bwuce , ec.9aice co..r Mt•,tiec rntcrnet tttuil rtldrds: poctraosrer !dbvtldttterodeontioe,com • r+ieodwenllnt.tont r. 7 .idr :. CEO - • : � • Wit -4 • •. t •..♦ r 2 . PRODUCT DESCRIPTION M:t n u fat c t u red by AL' tic_unt PolyprotA AH160 Maisziari N/A - rep 951 S78 1042 e ylc m (' ucts ,ing., RoOFlIs G ASSL' OLyArrnoVAL tiu 1_0 n • Rcoring flour Tile Adhesive Petate'rinly , 1 olyur.';h.inc I. SCOTT: This approves ('t►lyPru:>a / as t(cseribt,�d in Section 2 ot Notice t of on ttrseturt.t.l by Poly foam Products, pressure requirements. 2 as t his N determined by Acceptance. For the locations where Inc. . obtained by calcul apio ' nsa bl cont tl �i n compliance with does not exceed design. Standard RAS (21. for use with z ro„ p ttli Roo(in the design prCS.urc values obtained PolyproGi`, AID I O. Where the art ch, ncn � c , �Iculacions arc done , � S Application d proti.e roof tilt system s d s using for sine :e patty placement. and us an uplift brtscd system for doubl momey cc bau system patty systems - l'oantprot RTr1000 P :r'nct,10 36 s ;CO `/A Cntnpnncnts or prnJucts ratan M,i;.n,i• Cot: Product Cur.lro■ I:st u,plirt resi51:1;11/4:: c tits 2 .2 T)pic :tl Plt)•sic:11 Properlivs: I'rn crt c1 Dct;s;ty ASi M 0 1622 Compressive AST`I (3 1621 Strc:tFtlt Terts;:c 5!roiEtl, ASTN1 0 1623 Wi:c: AL•snrptieu AST N1 D 2i27 tilo vapor AsTm E 76 Tr ns•t,iss,;:,, !�int�nsic,a: AST‘1 0 2'26 St:hrl,ty N/^ 1 POL170M PROD,'CTS, INC. • Tc>rt S ..cific,ttfn PA 101 ur.tcturc(l by oth Acccp :cd I:our'ril: L.c. orrol)i,r0 AIII ya 1.6 Ibs /rc.' 18 f S1 I'ar,i1c1 to rise 12 PSI Pcrpc :,dicltiar to r:sc 28 PSI Pnrs:Icl to rise n.O8 L's./FI- ]. I I'crrn /1:h.:11 ACCEPTANCE No. 01:1521.9.1 Approval Datc:.t `ItQ Expiratio Date: t►•1t, rl OAL c 'r�; As. :c,hly !1:1■• : :16 s cUrrott x;0.1 60 roof till adt:c•s;‘ _. •3.O77. Vol;ttilc CI,.,., rl ..1;c: 7., : Ivceks -5.0';',, yo :1;111,: Cha 'j n C . ., II;:uritfity, 2 w r qik �cc�" Hank 2ttloagt, KitC Product Control Es3ntiner • • Product Two component poryt,rrtltanc Dispensing Equipment t.):ipc,t,ivg Equipment .1 13 7k — • nA rs4 578 1042 Po 1 1 '�aa►n �ro�ucts r POLVFOAhf PRODUCTS, INN ACCEPTANCE No. : 1 c2 (.O Note: 'Clrc physical proycrcics listed above me r nccc tcd AST P esented as ( 7P ; cr►i e P M tesr methods And lire subje to normal mitnu a corn c vnlu es nt dctcrmrned by Z J.: LIMITATIONS r cturint Yor ■anon. 3 . 1 Assembly for fire rating. Cire classification is net part of this acceptance. Refer to the Prepared !toot Tile 3.2 c ppli 3.3 l'olypro0 A1 shall solely be used with flat i Minirrir,trn underlaymen ;s stall be in co with he Roofing Standord RAS 120. g AFpliarjon 3.4 Roof Tile mar:ut:icttrres acquiring ti:c adhesive with their tile assemblies shall test for the Q cord of w th PA 01.Ep roof 3.5 Roof Tilt m, �n (, rlctures.acquiri ri PA 101. 'use of Polypro2 160roof file , dhc ve their t padey Placement with the accordance with PA.10'1 and with section 10.4 as modified e F mein shall ;• -st in (ZI F - +' M•s 4. I\'STALLATION 4 .1 Polyp; o® AH i GO may be used with any roof tile assembly i lists upliR resistance values with the use of Polypro® ,,f..{ 16C. - a current NOA th 4.2 ('olyproe AH 160 s!:all :c applied in compliance with the C sceboil and t!•e eor•esportdirtc; Placement Details noted herein Ttie ro f ppecaricn as sembly's adl:C a ;; ;cote: -cr,t with the use of P a::a:!:n;;rt: (csistancc, c. presscC as an plif; cc I, I60 sf prov do up!M resistance determined in eompi :,�r.ec w: a :It Miarr.i -D s• - �: , to nice: eAcccd Appiica :ton Standards RAS 127 The adhesive al :,�C! da:a Lo n noted iint : :c file asscmb;� NO,\ oof 4.3 •'col >•pro Al :cor adhesive and its compor.cn :s shat! S : ,, a.c;.ordance with itcofrng APplicaliort S;andird RAS � �rallc,, in • Polyprce A? 0 era:in A$ 120, and , o; >�ca� :t F'rcducU. (nr,. P S lnstructio:1 ar,d 1v{ainlenancc II xK'c;, 4.4 in5t41:3lion Must be by a Factory Tra :ncd :ificd Appiicat„r• c by f c :y Pro,2Lets• (tic. Poly:barn Products !no shall sups p :st o!- ;; d :iccnsec' app :rcdtors to the a:rthCrity having jUrisdietion. � y a " `app'Cved 4•5 Ca;ii.; i:icn :.f :tic Fc ampro® dispensing cquipn'crtt is : c, :tirc arty adl:cs:ve. 1 mic ratio ;,•ctk•ccn the • � t:c •,. e applic :lion of be n air.tai . r1 e0 ;,r :we ! p.,,15 A, . component and :``e -3' component shad deliver 0.0!75 :c G I i � ) • 1 0 (n)• : •tlte dispc11 fe : =r1.cr sF:all be set to pcuids per till as de :er;nined at ealib7a ;i No other settings alts :: be approved. 4.6 f olypro i GO sit:t:l be applied Pp ed with Foa :ttpro WIT I GOO disperlsir:S cg : ;ip c..,: on:y 4.7 I'olypro10 ' I { 160 s!+a :I rot Lc cr Vosrd rc•nt.rncntly to sum 3 r, ;" -- :i ,n `ak. ;ft ��0►ss3x:`S:" 4+4 n� i= 4S�i'-- ':.r -s..� ;�e:S. " - Frsna 2uIcoga, RAC PraGcc: Control Fzsrnincr • ®001 POI to ant Products • Inc. Flat, Lo v. Hic.11 Profiles 5. LAUELING All Polyp A1f 16 containers shall comply with the Standard Conditions listed herein, 6 . [WILDING PERMIT REQUIREMENTS 6.1 As required by :he Building Otlicial or applicable t3uildin e C property evaluate the installation or this system ode in order to ACCEPTANCE No.: 0101 -0 0 4-8 • Tiles must be adhered in freshly pp a 1 minutes a d ad hesive. Tile must be set within 2 to 3 f�cr Polypro ®AH IGO has been dispensed. 4.9 Polypro® ANIGO placement and minimum.,,,._. weight the 'P1 .. _ _ noted herein. erein. Each generic tile profile requires the accordanc with specific pl accnt Table 1: Adhesive Placement For Inch C Tilcl'rofilc I,ILCC�n,•,� encric Tile Pro Single Puddy Weight Min. (grams) Flog. Low. Hi , h Profiles High Profile (2 Piece Barru1) 4 Prank 2uloogs, RAC Product Control Ecmincr . i...eCr xi Aides i .. • rrr 3tc 9 I:eI c: to -50 -W 0 003 • • i'olv(o_an7 products •t 1•4 444.4► 4..r.1•.J. w1140.1/ ‘111 4r r 4N■4 00311 somus1 • :11,11•4•4 4 n,. — 1 . 4 X 1..44,1 • rui.:rvna PRODUCTS, INC. ACCEPTANCE No.: 0 ADHESIVE I'Lr10Em8NT DETAIL 1 SINGLE PATTY Ir /t4ry ••44 4 A40.6 Y rbe•4 171. 1•+n i•a... • e.t.a ■lN t+4 1" No 11 � •∎•• • 4 A1h 1... 11• 8^8 4A• 4G V 11.4 Y.ry LA 4h. d 1,.., 4 111•.gg4 P i • Franc Zulc RRC 17roJ;;c : Ev1+valr:. - 0521.02 Cv.sw Icny tew . bCa.v • X • -..l. • !1' •di . r • 2 • • T ► •. •.. �, # • • - rOlyfocinl Products. Inc. ^• rRODUCTS,INC. A CCEPTANCE tie_ : 01-0571.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Na J O�rw�A �6�;1C CtrocnI - 'DNXVI 6 X Frank Z. "Q,. ILRC Product Ca-.troI ELVnincr _. '•• • ® oo7 Nair IhrpigA p+a,Ile Ctmenl �r La ceurtl r" 1) ui ,new ltre peal) et., Fucie come only VIII through plalllt «,ecni Mai Ihrousei Mastic tlntnl 11 n 1 eAornen1 1 Sing% oiler on I4., I.rmpnl O f s,r watt in. under 1114 f 1 e J In. SMple paddy OP un4a,• lain on! S^ Oeo edd7 top of WC Po QI Product In C7..r. EC. . E. E yh XVI ACCEPTANCE No.: 01-052 OZ AU1:ES, PLA CEM ENT D� DODULE DETAIL 3 TTY padl) (b t1b) ► III (under IN) 7 _..�••v�aJ, 1JVC. 5.19. p e.r�.e+n 1pe E4•, ,::o t a t f71t Nee ur. taw to pal rata: Zutozg RA product Cc1)((01 Eumincr. Ito single N ddl unbar lAe 5444 7 hhn11 ?kc7l m �pW huh Ern :ham% Ono III. Noy 13:10 FAX 8S4 Sid !oil Pol loan: Pr t is rise. • ,.S • f Itcr:ctivs; o this Ace.. sad the ; c final stn Ntaccc (opprov31) shall be eenstdCred ;tiler a rcn_�c- olds; s omitted doc i test- supporting than ' �t>plic3tnon bas eight (M) years. S data, ;�� :�inr been fi:zd 2 :Any dec:,..tcuts, an: ad y :t all approved o�t: r;„! d pucts shall be permanently labeled with la stay id the fallowing p ` st :iGr r statement• "Miami-Dade name, city. sand in the specific condition s Acceptance. County 1'roJ;;Prod::::: 3 conditions of this Acct:pcancr. — '' Approval". or as It r.e alS ofAcc,:p13, t,v :11 not be considered if.. a. There has been a e;,a:tbe in the Sotith Florida OuilJind Cede a-�_ -- !h • .. product and the prcduct is not to compliance with tits code ch1,t_••. 1 Thy product is no longer the sa+m,: r < <� •lu:tion of .1::.s c I' p Acceptance holder s a not odm t (identic.al) as t o,:e a ; h arFrorcJ. d. Tk r ,oho :t installation of the product. faith all the rc�l.. :_ or this at plan:; c originally prepared. d Subrti:red, is no lenb�r practicing the eng ring pt fessi ice �' - um :n •lien initi: 'ly • AA). r: vision Or CIt3n b� e i:: the - r materials, use �.+ :t:rr,,:;;eall)' b: cacti for termination ' yto'/or manufacture c' t rc autom ; : i (f b: h the ; 'in of this Acceptance, unless pr_, Tro.-% approval or prcc,-s s �!t T, ee g of a revision appliea :ton faith :pprep..._ -.�, ,( has b�.t r1r.. Of the following s!:all _ —i and g:rrt(ed by i't's 5 also be grounds far removal of this Accn a t.r:s :.I l :actor)• Inrror,man;: cf this pralucl r � l -r a pates Ac :eptance as an endorse e � t or any prcdu::. it (r ...:c;, ac;rcrr ;ins or - �. ill.: \'ct,cc c �f Ac ;pta- c : . :u,aber r `` die l c r Ac Cal preceded by Ow words Mian,ti - Da:: way d by di ex , Cisp;a) e, LI y' e s layed u: adver:i$i,tg literature, • Florida, and redo, c ; • :t 3.1.1!1 b‘... done ,II Ifs c,� :ircl \' ='IOr1 Of the i101iC; ccc:a is t\� e l A r;e • :�'e l 1c t s:; : as apara \ed dra\\ :os; and otllL'r d c; tl e jola s;h :.t Al: tie; � , 11c nunt,factur or t� distributer and si_ , __lV \ \' it apithe5 1 eng;,nccr iced r.c: , rc�eal :he cop - l avl =r Far! `}. :re :o Comply z,). section. cr this Acccytalice 5l1;111 t e eau;: Ac== p:a,tec 9. T is Nel :: of Accc,otanz . cor.slsts of pages 1 through sa a. END OFF THIS ACCEPT,17VCE t c r a 4 Ae..� t L - PCLYFOAM PAoDUCTS, l:rC. " }� ca Opa ACCEPTANCE No.: 01:05.21422 r• 0:/29/2004 17: 50 3056659626 it j 131.3ILU1NC CODE COdli'L!ANCE OFFICE (BC'CO) PRODUCT CO■TRQL DIVISION NOTICE OF ACCEPTArNC+ (NOA) ic 1 110C4' ) •i*Rfi.,1l.Ir 911 4333 SW 10 Coirt ,Miami, FL 33155 - This NOA is being The documentation ••u�ldin� Cciiu tittc Jurisdiction (A; J) .'It: \1■i -DADE COJ\rtY. 1�LQ:JJ. ?•!J {�' ?it"� I).\I)t> F1.AGLF.P. 13UIL)J`;t' 4 :; v Ft.,‘Ci,.Ert STREET. SL,••ITi 1603 MIAMI. FLORIDA 331301563 ( 1F1 \.\ (3051 37529 issued under the applicable rt: tes and regulations governing the use of-construction materials. submitted has b,;cn r ev. '.ved ht the 0CCO'nd ^ c:p(et1 b;• tl,r , „ t: to ttst:c' in !.•?:a:,t: J•dc:...Uu ;tt•, ar • Code and Product oth ,I:, Z; •,t hcrc alfc,vd by the At:•h -,;• Having This NOA shall not b.: t•c1id after the c \piration date stated beiott• The E3CCO (In ii Dade AHJ (in areas other than Miami Dadc County) reserve th r,ght to hnvt: !his pproduct t sted qu lit andiort assurance purposes. !f this product or material ft,ils to pc - rornt ;n the a�ce ; manner, ;1%; manufacturer „ 'illincur the ::xpcnsc of such tcsli•t,+, :Ind the AHJ n :ay !nu, ;cdratc:•• net nt • ... material tcitlun ;h:ir jurisdic ion : �spcn BC'CC) rt s:►tr s thc , - o d thc Ilse of .;uen n-oduct or c rtht ttt rc.•c.!..r U-:i5 acc:pr..;cc if is iet crruin:::-j ;,. E9 that this Dr'QdUC' nr •!atcrl �� ' _ to :Z ^ the requirerl,en�t:. tJ, co ' aPpitcablc building ctk'c:. This product is _ppro: ad a, CCsc: ib`d he ;cirt, and itas been dCSif~t!z to comply wi Codc, 1,994.Er#i :ion for Munn - Dade Count' or florid P tit the South P!arid: Bu �''• 313t.tldi C 61.erl•a S Roof Tile RENEWAL of this i'3A shall tic :•orsidercd after rcn,_ changc in thc applicable building cod,: nzgativel■ aficcting the port- "ornt;nc;•'rof thi,rtorodu c h ;rc J:as occr.:w 'I CR,1iINATIOr\ efthis NOA tvi11 occur afZcr the cNnirattor d:ttc c: ;� ;1tcr„ h been a revision of change in thc tl te•Iats, use, and/or manufactere of the product or procc ”. ,t tis:, ; ;- of this NOA as an cndv:'s.: I I.nt of any 17 rot_t:ct. (Or sal; s, t or any oth purpy:Jcs shah ,?U!oniatic'tjt• terminate this NOA FailUrC CO CJt'ipJ,' w i t h stn s.ctton of this NOA shall bc cause; for termination and removal o r NOA. .ADVF:r2TISE IFIti'Y. The NOA number preceded b the . cpiration date nee)• be di�pia�,•cd in advertising literature ,(f ;'�ii,vtii- is�ade Cc�,lnt■, Florida. and fUllott;;d ;;, 1 c porucn of J,;. t dottc in its cntiict.•, t NOA disp:aycd t;,tn it snail b INSET tr'I'tUN A copy of this entire NOA shall bc prof idod to the user by the naauf.:ctttrer is t situ! be at•ailabk; tr pcctidh a( tits job site at thc request or tit;:'sui� ri�t.tc:s and B C)f�ICl3: dts . This NOA consists of pages i through i. The scbtlittet; doet:n was rct•irtvcd by Frank Zulo: i■RC. NOA No.: 01- 0904.04 E'tlrir.ition Datc: 11,21/U6 •APProtal Date: 11/21/01 Page 1 or 5 03/29/2004 17: 50 .305F,c59626 ROOFING ASSEMBLY APPROVA Critc; ory: Sub Category: Material: 1. SCOPE This new roofing system using Coma Cast Coltcrra 'S' Clay Roof Tile, as manufactured Coma Cast Corporation described in Section 2 of this Notice of Acceptance, designed l,ncd to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations %%here the pressure requirements, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 wing the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION 5'innufactured by 2,Llicnnt Coltcrra 'S' Clay Roaf'? ilc Trim Pieces 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTIIERS Product Rainproof!! Ice and Water Shicld Tile wails Tile Screws Roof Tile Mortar ( "TilkTitemo') Roofing - Roofrng Tiles Clay Dimensions Length: 18" Width' I I" varying thickness Length: varies Width: varies varying thickness Dimensions 30" x 75' roll 36" , 75' roll Or 60" x 75' roll 36" x 75' roll Min. IOdx 3" "8>, 2 V," Ions 0.333" head dia, 0.131" shank dia. 0. 173" screw thread dia. N/A Test C''lltC1tigtfS PA 103 PA 114 Appendix E PA 114 Appendix E PA 123 PA 112 PA 112 Test SJ2ssirisalions Product U scr; tion Iliglr profile, one- piccc, 'S' shaped, clay root' ti;e with a single roll For direct deck nail -on. mortar set, or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations Manufactured for cacti tilt profile Product Description PA 104 Singi ply, nail -on undci1.j ucnt 2" self. adhering top edge. Sclf•adhcrirtg undcrlaymcnt Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, ga lvanized , coarse thread Ncood scrms Prepared mortar mix designed for mortar ;e:t roof tilt applications. F'P;rE 02 11 1.nufatttrrcr Protect- O -Wrap, (with current NQA) W.R. Grace Co. (with current NOA) Generic (with current NQA) Generic (with current NQA) Bermuda Roof Company, Inc. (with current NQA) NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval Datc: 11121/01 Pagc 2 of 5 03/29/2004 17:50 2056659626 Roof Tile Mortar • ( Roof Tile Mor.ar %01 1.40 ") . Roof Tito Mortar c BQNSALI) Roof Tile Mor :ar Mi' ") Roof Til: Adhesive ( "Pot.; pro;g A H I bQ ") Hurricane C:ip R: Fasteners Pr,)rltict • Dimensions N/A r N/A N/A Roof Tile .adhesive Factory premixed T ileUond catiistei-s 1 Test Product iLlecificntion 1)cs _r, I2on PA 127 PA 1.7.3 See PCA Sec PC -1 Clips PA 114 Min. V3' width Appendi..\ E Min, 0.060 thick Clip Fasteners Min. 8d x ; .A" Prepared mcr.ar rni.N designed for mortar set roof' tile applications. Prepared mortar mix designed for mortar set roof !i!c applications. .11at trfncturer Quikr. R Construction Products (with current NO.1) 1V. R, Bonsai Co. (with current N0.%) component Polyfoam Products, poiytlr;:tllanc adhesive inc. designed for adhesive set (with current NQ,1) roof the applications. Single component Flexiblz Products polyurethane Bari roc( the ;with currc :it iNQ.A1 adh:.:se 'e Corrosion resistant ciios Gcnt:rlc corrosion resis :,ant nails 3. L111 ITA T10Ns 3.1 Fire classification is not art r p o. Ellis accept :a,:. 3.7 For mortar or adhesive set tilt; applications a ;ta■t F :Id up■1r' t.st s;ra!I br perfo in accordance with RAS 106. 3.3 Applicant shall retain the services or Nliar,i•Gaa. Count \ C,n,ti,d t.aborato. tc quarterly test in accordance with PA 1 12. :rpp,: nti, p -norm building Code Compliance Ornc;: f or rcyi « r � '.�' Such , ;r,t,ng s7111 f:^ s;1t n11t!;� to t!t_ 3.4 Minimum undcrla•. .sltatl be in cor p!i. c,-. %vith the applicable Roo ling Applications Standards listed scctiod 4.1 hc rc i n. 3.5 30/9J hot mopped underlayment applications may be ins:at1"ci unless grated otherwise by perpendicular to the roof slope undcrle.vn.cnt era :irial manufacturers oublis6eci lit: rater= 3.6 This acceptance is for woo'.i deck ;,ppltcztions. \;in,mum dt:ct; conipli tice with applicable building code. 3 7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Coltcrra 'S' Clay Roof' Tile and its components shall be e t : Roofing Application Sta_nda;d RAS 11:3. , RAS "id RAS 1 1 rn1cd in strict c 20 on ;o :,arc 4.2 Data For Attachment Calculations _ 0. Table 1: Aerodyna-ni ' C MUM! 2lierS • ) Profile A (n) iColterra '$' Deck A ligation requirements sh2l! be in NOA No.: 01- 09G1,04 • Expiration Date: 11121/06 Approval Date: 1 /21/01 Page 3 of 5 02/ 29/ 2304 i 7: 50 305665 =1626 /- .. _ P : Re - --- hI 1 g Moments to Gravity M ft lbf i Tile I 3 " :12" 4• .. 1 i r 2 I 5' ' :1 ---- Profile r I i + 6":12" 7":12" lCoiterra 'S" Direct Deck l i r j i ---- Q � tDeck I DirectDec - l .�,__ a,-59 E 44 I ! DrrectDeck ' - 778 : 4 "N _8.27 Table 3: A to nm ne Resistan Expre as a Moment -. M for Nall-On S sterns r (ft-!b. ) Tile Fastener Type I Profile Direct Deck _ Direct deck " 11 (min 15/32" (min. 19/32" L .__ plywood) plywood) I Colterra 'S' • 1 2 - 1Od Rir1q Shank Nails 28.6 1• 1)d Smooth or Screw• S 1 -- -1 1'Z Shank Nail _I 6 . 8 2.10d Smooth or Screw 1 Shank Nails 2 0.7 . #8 crews 43 I 1-10d Smooth or 43.2 2 Screw 23 .1 �� 23 Shank Nal! Field C22 i 1 -10d Smooth or t Screw I =— • ` --.. Shank Nail Eave Clip:. 1 2 •10d Smooth or Screw r Shank Nails Field Clio 2 -10r Sm S 38.1 27.6 I 2776 Shank Nails r wave Clio) J_ _ 2.10d Ring Shank Naitsrl 33.1 I instal atror+ with a <° tue headiaP an aseerners a e loco, 43 i • -r. • min_ f r o m h -- Ta .le: : Attach �`"`'�_ o f �.._ _ ____-_--•-------- Attachment Resistance: Expressed s a Moment Mr- (ft -tbf) _ for Two Patti Tile �^ Patty Se � :tents Tile Application Profile Minimum Attachment Resis ante IGolterra 'S' ! See mar.u'acturss component ao �r r Company o � ,any i g and Average wcrgh! per pa pptyfoa Prduc!. Inc Av -tame w ht Per att 8 grdms i 3 Fiexibte Products omp t party 1 7 cram s. ny 10 7 cram Table 4A: Attachment Resistance Expressed as a Momen L�_ _ _f or Stn le t Mr (ft - ibf) I Tile - i `S -Patty A hesive Set Systems Application �`�- ---_ __Wi Tile �i Minimum Attachment i Colterra 'S' j -"` �. RF_sista ce _______ PofDam ar Pro"" Lce 08tld Poi rfodm Ppl Pro TM ---_ i .ace :___ of Scrams a — ' 38.7 ' , r. olv• ro Aledium tAd lacer- of r ��', en: o, 2 „ram��s __ P` pY Pro "' Profile Adnesive , ova. or;ysra�lat�c!1 rea�rrrrr P ` --- 29.3 NOA Nu.: 01 09(14.Oj Expiration Datc: 11/21/06 Approval bate: 11/21 /01 • P;,gc 4 sf5 PAGE 04 1 03/2'3/2034 1 50 • 206,56. :952E, Table 4B: Attachment Resistance Expressed as a Moment -- M, (ft -!bf) for Mortar Set Systems Tile ( Tile 1 Attachment Profile ___ L lication I Colterra 'S' Mortar crtr �e a i Resistance _ Mort 24 5 • 5. LAUELING All tiles s1:al. 'bear following statement: 6. BUILDING PERMIT 6.1 Application for 6.1.1 6.1.2 the imprint or identifiable marking of the m1nuf ;acts :rer':; r :tin;: or logo or "Miami-Dade County product Control Approved". REQUIRE,NIENT'S bu;ldria permit shalt be acccmpanied by copi or the :ollf,nc t; This Notice orAcccpt:Inec Any other documcn is rept;ired by the Building Official or applicable building code in order to properly et Zluat:: the install:: :ion thi.; sys: :n PROFILE DRAWINGS S 11" COLTERRA `S' (_'LAS• ROOF TILE END Of THIS ACCEPTANCE i NOA No.: 01-0904.04 Expiration Datc: 11/21/oG Appruva1 D4tc: 11121/01 Page 5 of5 PA5E • 05 03/29/ 2004 17: 50 •3056659626 �►. TE . Tro ALcncv Reiland T cchnoicgics r?cdland Tcchno :ogtcs Tttc Ccatter for Appiicd Engineering. Inc. The Ccntcr for Appticd Engineering. Inc. Inc ('enter for Applici Ettginc- :ring. Inc. Tic Ccntcr for Apoltcd Enginec:ritig, trtc. The Ccntcr tor Applicd Engineering. Inc. The ;.enter for Appticd Engineering, 1n ;. The Ccntcr for AFplicd Engineering, Inc. •l :c Ccntcr for Applied Engineering ittc Rcdllnd Tecirnclogics Rcdland 'f cc'trtoiogics 13. CALCULATION Csi culrtior; Walker Engineering. litc. Walkcr Engineering, Inc. 1Vr1k;r Enginecring. Ire. iValker Enginccring, Inc. Test Identifier 7161 -03 A.ppctt&ix 111 7161-03 Appendix II1! 94-083 94 -034 25 7094 - 9 75- 7094 -6 25. 7133 -, 25- 7183 -3 25- 7211.3 25.7214-7 71,'01 -03 Appendix 11 ;..cticr Datcr! Aug 1, 1')94 ;test Rcnort Evaluated 25 - 7153 23 - 7094 25.7.1% 25.758( 2548045-8 25- 71;01 -4 & 5 25- 71s -S•6 Test Pianre /Rcpnrt Static Uplift Tcsting PA IO2 Static Uplift Tcsting PA 102(A) Static Upiifl Tcsting PA 101 (Adhcsirc Sct)D Static Uplift Testing PA 101 (Mcrtar Scl)C Static Uplift Testing PA 1.2 (4" Hcadlap. Nails Dircct Deck. New Construction):,; Static Uplift Testing PA R'2 (1' Hcadlap, Nails. B ttcns)0 Static Uplift Testing PA 102 (2 Quik -Drive Screws. Dircc: Deck): Static Uplift Testing PA 102 (2 Quik•Dris•c Scrcws. 9attcns): Static Uplift Tcsting PA 102 (1 Qui::- Drive Screw, Direct Dcck)0 Static Uplift Tcsting PA 102 (1 �it it c Scre11, 13.11iens);, Wind Tunnel Toting PA 10S (Nail -Ott) Wind Tuancl Tcsting PA !OS (Nail -On) Date March 1995 February 1996 April 1996 December 1996 PACE 06 D.i tctc Dcc i 991 Dcc. 1791 April 1994 May 1994 Oct. 1994 Oct 1994 1995 Fcb. I •)')5 .v4arch. 1995 NI . Jrch, 1995 Dc: 1991 Aug 1994 NOA No.: 01- 090-4.04 Expiration D;ttc: 11/21/06 Approval D;ttc: 1I'21/01 E•1 a3/ 29i 2004 17: 50 3n,� 5962 l • c. OTIIEk • 1Valkcr Eltail'i :.crin ;, lnc. \1'alkcr Eiiu?ccring. inc. • • NTRMA Association Nlenibcr 2. Notice of Acceptance number 0!- 0904.04 Test RcQort Ev ;urtcri l�atc Acrod tialllt: \lllltip!icrs � ': 199'; Two P.iiir , adhesive Sc l Sv,tcrn ,Aril 1999 GAGE E!7 NOA No.: 01- 0904.0.4 Expiration D:tte: 11/21/06 Allproal Date: 11/21/01 . E -2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/1/2004 Applicant: STEPHEN ROHN Owner: ROHN STEPHEN JOB ADDRESS: 460 NE 93 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786 277 - 9540 Parcel # 1132060140180 Building Permit Permit Number: BP2004 -435 Contractor's Address: P.O. BOX 531051 Legal Description: MIAMI SHORES SEC 2 PB 10 - 37 W1/2 LOT 3 & E1/2 LOT 5 & ALL LOT 4 Fees: Description Amount FEE2004 -3399 Building Fee $325.00 FEE2004 -3400 CCF $8.40 FEE2004 -3401 Notary Fee $5.00 FEE2004 -3402 Training and Education Fee $2.80 FEE2004 - 3403 Technology Fee $8.13 FEE2004 -3404 Scanning Fee $9.00 Total Fees: $358.33 Total Fees: $3 Total Receipts: 0.00 3x8,33 Permit Status: APPROVED Permit Expiration: 9/26/2004 Construction Value: $13,900.00 Work: RE -RROF REPLACE WTH CONTERA SPANISH S CLAY COLOR THRUGH Page 1 of 1 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Date Type Insp' Permit No. Name Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT c y 305- 795 -2204 ` , Building Inspection Request \4! po� Phc t 5 Inspection Date L./ ) 2,0 ( D Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 1�5� Bui ding Inspection Request Date � Type Insp'n n ` p H-o Permit No. beo`'i - H3S. Name ro 1 n Address �( 0 Company tGR1 I t • Phone # Inspection Date Approved Correction Re-Insp'n Fee Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 3 e� 26 -s,s, 51 76 2 27 1 9A 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 ,yam 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 Civil Engineer: Lab Certification # 98 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name O Permit # r 04" Job Address: ' ' N1 et 3 S'1: 1 � 1 C7 Roofing Contractor: t, V t a� Type of Tile: 517A-10( t -- Fekbot 5 T Date Installed: -04 Approximate Roof Height: L 2 - feet Roof Pitch: Z ( Z Type of Access to Roof: Scaffolds Other Approximate Square Footage of Roof: 320a ft "/ Ladder Required Testing Force: 35 lbs. Testing Equipment: Chatillion l00 Date Tested 1'Z t -0--- TEST RESULTS P =PASS,F =FAIL Iroject N IN ACCORDANCE. MTN THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT, Sp6MiTTED SY: L ..��_ ��.� l P.E.# PRINTED BY UNIQUE GRAPHICS: 954-484-9923 FAX: 954-484-9967 5197 NOTES: Rvr- ROOF Jo , A (00 ET C.CNTR ACTOR kliktOt V 44- - RZ ; 'Y • krt 1 i I I 1 1 I I 1 1 I I ,..v 1 I 1 H 1. I I I 1 1 I I , , i ' I 1 I .■., I W 417r ■r. LIVIA11111111 !fp AlP) 1 1 ____ i i i 1 1 I z . W maistuirmrer 1 1 eall . 1 1 1 i el IPLUM111 - 1 . 1 1 1 ' MUNI ilmillulummorea al MI ' I 1 A I 1 • dr ' Will hrfilleiMIENI imptlearil ' IN III I 1 1 ralIMI ,__, 1 1 I I Mr I I I Etill I ' ' ___I I , ImiliNLir • 1110 I _ • , Alr, 1 rb rffillii ..1 • , i T 1. 1 - I IiIr F . 11; , _i_ 1 , 0 ' ii. Rui 1 1 , I I I I I 1 Illi 111111 •I 1 I I I I I I I I 11 : 1 1 1 1 1 1 1 111111, [ I I .1 1 1 I NOTES: Rvr- ROOF Jo , A (00 ET C.CNTR ACTOR kliktOt V 44- - RZ ; 'Y • krt Approved Correction Re- Insp'n Fee MIAMI SHORES VIL,AGE BUILDING DEPARTMENT 305- 795 -2204 n Building Inspection Request \ Permit N Name Address Company Phone # Inspection Date S BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address R egistered 4ehitmt and/or l ngincor :.::.......... ,. ,.:,::,,,::,:.::. :.,......,,:,:.:.:,,.:..,::::, .::...: , , .:.:: ,,, :_.::::o =::: =::s.::::::::,:::,: •:,:•:, •:.:.:::..,::. Name and address of licensed contractor i�.i tJ 4LLS� CA ,,, I,? e_ � t ©'Q i LJ. Lk.). Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done &4 6c) 4). State work to be done and purpose of building (by floors) I?i°. I P ,\ ■ and for no other purpose. New Building , Remodeling Addition Repairs t/ No. of toes To be constructed of Kind of foundation Roof Covering ( f 5..:.0 (922 o Estimated Total cost of improvements $ c l Amount of Permit $,. Zone cubage required --.___ _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted or inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such bibcontractors, on wo k to be e this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved Date. (Signed) MIAMI SHORES VILLAGE Date —..--.......--- C z.?- ....... 1s7..� No....-E0 . ..... Street-...... 7 3 s . SQ _f : . 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. 7 Permit No. Date ..__ - - .� Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires. ......... PL NING BOARD _._..... Chairman Member Mlcrnber Member ..._.._..._...... Member ....... _._ ._.._..._._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application niter approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. STATE OF FLORIDA, COUNTY OF DADE. j Ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structum herein described. This application is made in compliance and conformity with the Building Ordinance of Miamt Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 25 squares Date..._..._...._._... _.. ..__ January �Oth , Is Zg Owners Name and Address Mr. D. McIntosh _ No .. Street—N.E. Registered Architect and /or Engineer _.. Name and address of licensed contractor Lang Roof ing„& ` ,j, ,e...0 .",,,Jnc......523_.DI.Itd... 21st. r ..M3.an13,,...Fla.....- 331,5Q Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 460 N.E. 9,3rd Street St c do a an o f building b Partial Reroof• Tear off existing roofs t' p 11 - §(t rs ). .._ 21E� _ lIl Ca mop T . slate with hot asphalt and install barrel tile. and for no other purpose. New Building Remodeling Addition RepairiPart ReX40$1o. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $5,50.Q...O.0 Amount of Permit 5 .12 50. Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the . 'f the work such public notice or notices as arc required by the Act. The undersigned agrees to employ onl such subcon acto , o• woe to be perf rmed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed). Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. e p Permit No..__.! _ Date 0` � � ` Read, Sworn to and Subscribed before me. Disapproved _ r.? Date _. _... �. . } Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has heen obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • to me well known,