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ROOFING
Date 3 - 03 Job Address PERMIT APPLICATTOjF� SISARE9 VILLAGE • • • • • • • 10050 N.E. 2nd Avenue • Miami Shores, Florid. 8 •Ph4dn 105 -725 -404 • Fax: 305- 756 -8972 35S • ••• • • • • ••• Tax Folio ••. • • • • • •.• Legal Description Histoti� ally D4sigrijcjl: • ;Y; • • No • • • • • • • • ••• • • • • Owner /Lessee/Tenet Alari , • - d _ ) L )1 l 1 AA'V '-' Master Permit # Owner's Address 9 S NE 9 t" —' Contracting Co.7 , v c € r ^rti Qualifier �u w A \.e_ k_ State # Municipal # Competency # I J % I ` Ins. Co. 4_,ekci -ev WORK DESCRIPTION: I`ve U ■sj r JZ.l)'QJ a Or• p a Coto Q - j - e • p Co i-1 o Cr_ U Square Ft. •• • l t Ai r.3Yl. • SS# Permit Type (circle one): BUILDING ELECTRICAL 63^ 3Ce • : :7" 5 `{ 9— 4 3 ° \ " 1 • • • Addifess • (gg ••N C gat)' S.l • j . mIN 3 o56 - 1 D7°' `A5 Phone 3°575Y-0191 IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. PLUMBING MECHANICAL ROOFING -oF`E' 0a3 -- NI \ c— 1oe-e c..ct.10 ovgl\G atm +i ref Estimated Cost (value) 4 b , -;0 0 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). 1 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. �pet.�� /l$Ya Si of Contractor or Ow ]der Date otary as tc'p E wne Gtdn ' esitl'• nt My Commi Sion aw Expire., 15, 2 Dat FEES: PERMIT 0 0 a RADON C.C.F APPROVED: Zoning Building Mechanical Plumbing N 4 - v as t� b r} tgft5 y Commission eExpires November 16, 2008 048 t o BOND ®D NOTARY, 00 TOTAL DUE Electrical Structural Engineer t_s NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT 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. 1. Legal description of property and street/address: 2. Description of improvement: e-Gts 3. Owner(s) name and address: Fa c--v A • 1 ►M 1 SI1oreb rL '313 A ? Interest in property: d uvh er Name and address of fee simple titleholder: 4. Contractor's name and address e 1\5 C � 33 \3 Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ _ 6. Lender's name and address: e ,A..11\o, 1}.W 1f 2 y — 4416' -t1 2l�-o \�c AZ 4SoL) _ ar c ) 9 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: ATF t]F ( ink .001 IP'71r CIF Orn� - - , -:: \. 8. In addition to himself, Owners designates the follbwtng re a copy of the Lienor's Notices provided 1 HEREt, CERTIFY rn,r t this is a ,rum c trio )' in Section 713.13(1)(b), Florida Statutes. r,ginal J�i�d ins o1;;ce on v d= n/ " " 'I WA 11 ' - 1 ' Name and address: �r � . � � � �o �� NITNESS my hand and Steal F' - IA E\ R'TJ :N, C ` .. ni a� .. nt� C Z ,�:?',�..,sr.: p 9. Expir date of this Notice of Commencemen 4 i - ear- frerf��fhe date o s unless a - D ifferent date is specified) Signature of Owner Print Owner's Name $ . W t LOA Prepared by , 20.(x. Sworn to and sub ibed before me this ) day Notary Public Print Notary's Name My commission expires: 123.01-52 PAGE 4 8/02 TAX FOLIO NO. ela M 3q6 v E Q b` ti4 3 mission 0048 F 'ios NOwrnbrar 76, 2008 3 c)5 tJE g 4.: ts_.t lm ku.s,F—L 331 r Pc u- I4&j&k1 Addres rl g 5 Alt r / b .S1 M3 or es L 33 Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniforh P ciinii Appticatiopf'Ed ; Section < ' fi n A (General in'for nation' s Master Permit No. Princess -f9O.: ,, 1 Contractor's Name 5 Iva a q " 'a 14A, leek Job Address 3 q V k 5+, ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof • •. �_t «ice. ,�, .L :. ROOF CATEUoRY t ❑ Mechanically Fastened Tile ,.., Mortar/Adhesive ❑ Prescriptive BUR -RAS 150 ROOF TYPE Section B (Roof Plan , Re- Roofing ❑ Recoverin ❑ g Repair ❑ Maintenance ? • ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area SF � ) Total (SF) Sketch Roof Plan: Illustrate all levels and sections, roof drains, sc,uppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, cle.arl identify dimensions of elevated pressure zones and location of parapet •� f.• •... •_ _• 4 -;-. ^i - ; -� �.L.. -.-1 Fill in Specific Roof Assembly Components • • and Identify Manufacturer • . • . �s ner 9.pacirls for Anchor /Base Sheet • • 'CU Alinert"t. • •. (If a component is not used, identify as "NA ") System Manufacturer: NOA No.: Design Wind Pressures, Prnaxl : Deck: Type: Florida Building Cpclp„ High Velocity Hurricane fort Section C Low Slb' 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 Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: .:hevf(s) & iv: v/ Pty Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/ Bonding Material: Surfacing: Field: "oc @lop, # Rows • • •• ... • " Ote .. cc= Lap, # Rows • • From RAS 128 or Calculations: Corner: " oc @ Lap, # Rows © " oc Max. Design Pressure, From the Specific NOA System: • EditiQp W02• Parniit Ap.Iic'atia Form. • • • ed Roof S stem Number of Fasteners Per Insulation Board Field _ Perimeter Corner Illustrate Components Noted and Details a Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter Flashing, Cop, Etc. Indicate: Mean Roof Height, Parapet Height, Height.of Base Flashing, Component Material, Material,, Thickness, Fastener Type, Fastener Spacing" or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. "oc • • yFT. Parapet Height Mean Height M inimum Design Wind Pressures, If A • . P1: I x ppfic�b'le tFr RAS 12 or Calculations): n I U P2: Ot rb P3• Maximum Design Pressure �►J From the VOA S.ecific S stem : Method of tile attachment: a Roof Slope: _a: 12 Ridge Ventilation? Deck Type: Florida Building Code Edition 2002 Hi.h Veloci Hurricane Zone Uniform Permit •plication F Stee Slo ed Roof S stem Descri ti •n Xb -0 ; r i - ype Underlaymen Insulation: Fire Barrier: Fastener Type & Spacing: \Adhasi• ri Type :. ype Cap Sheet: dge: Roof Covering: Type & Size Drip Dx2 1 i • High veloci Hurricane Zone Uniform Permit Application Fo Section E Tile atc l .....•..... . b .. S • For Moment • • ment b ased tile systems, choose either Method 1 or 2. Co . • . ... for NI, with the values from M If the Mr values values, for each area of the roof, then the tile attach rea mpa r; d ' values t thtagor dual rgthe ti n3eflt i metliotl:is aac eth° e Pi lle. I I j`rAen t • Based T. • ... JJ �/`T Ca it 5 �11I _ ■ ■! –Mg: =MA =M . . . 1 =1>r .. . •ItIbit jVI : :•6 lOA111( Method z '`Simplified Tile Cal • • fTOA•1�Ir Required Moment of Resistance ,M culation per Table Below" r) From Table Below A M( NO M Mean Roof ,. • - 'Must be used in conjunction with a list of moment base Broward County Board of Rules and Appeals. based tile systems endorsed by the For Uplift based tile systems use Method 3. C values for F. If the F' values are greater than or e u d the values to the Fr the Fr values, 4,r, each for F the area of the roof, then the tile attachment method is acceptable. q Method 3 "Uplift P able. x l: _ Based Tile Calculations Per RA xl:_ x w: =_____) W: 5127 x w: xcosB. x l: _ - – \%: = F xcos NOA x w: _ ) – W: x cos B. _ F n . — NOA F' r � ' NO A F' Where t Obtain btain Information 11•s,grt S mbol essure P1 or P2 or P3 Descri . tion Het t Roof Slope Aerod amic Multiplier Restorin: Moment due to Gravi Attachment Resistance Re. uired Moment Resistance Minimum Attachment Resistance Re. uired U.Iift Resistance Average Tile Weight Tile Dimensions All calculations must be submitted to the Building Official at tttc time u j ermit a..licatiun. �S 1 ' 7 cable 1 or Where to find 7 by an en neGring analysis prepared by PE based o ^. 1.cC;; Job Site SECTION 1524 ' HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING .C4vgDoF,RATI0fi1S.: • • • . • • 1524.1 As it pertains to this section, it is the rispoiasiblllitp oit tie rot tg 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 mittimiam req iirgmcVs and standards of the industry for roofing system installations. Additionally, the fohlpwing iterg should beaddressed as part of the agreement between the owner and the contractor. The ovine initial.in the adjacent box indicates that the item has been explained. 4‘) 1. Aesthetics - Workmanship: The woflgma2�sIii13 proir+i$io w of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the noo:irig :systgrn;ntjs Il3e 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. O W 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). W 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. �W 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. g ■ 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. W1w 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 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. L th ,� 3, P /03 0 •ner's/Ageif ' ignature Date Contractor's Signature CMOCL 'N1E•1‘4•FOLOCALS- 1%Tee•AECTIO\ IS:Ld..t MIAMIpA MIN 4 4111LD1N° COD>C CONnPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIV181O1i NOTICE OF ACCEPTANCE (NOA) Almar (USA), W- aal NW ri Avenue fMinl, FL 33166 • ••- • • - • • • • •. • • AIJ #130 -TILE . • • • • • •• • ..' •. • • • .• •. • • • • • • • • • • • • • • ••• • • - • • • • • • • • • • .•• • • • • ••- • • • M)4M1 -DADS COUNTY, PLOittDA • • • 6 • 'v113 aaAaa F1.AGt.BR auu.t mVG • • : 140 SNBS116 F1.AOLER 8TRErr, BUTTE 1603 the. • • • ■1AM1, FLORIDA 33130 .15E3 (305) 375.2901 FAX (305) 375.2908 • •• -•- •- • • • • • • • ••• •• �lCOPE: t'bis NOA is being issued unc.er the applicable rules and regulations governing the use of construetion materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted ly the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other area where allowed by -.he Authority Having .Iiuisdic tion (AHJ). This NOA shall not b . valid after the expiration date stated below. The Miami -Dade County Pmduct Control Division (In Miami Dade County) and/or the Atli (in areas other than Miami Dade County) reserve the riE ht w have this product or material tested for quality assurance purposes. If this product or material fails to perfoa m in '.he accepted manner, the mminufacturer will incur the expense of such testing and the ANJ may Mimed-. ately revoke, modify, er suspend the use of such product or material within their jurisdiction. BORA reserves the rlgnt to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this prodi.ct Jr matertaI fails to meet the regt.irements of the applicable building code. This product is approved so described herein, and has been designed to comply with the High Velocity Hurnc ane Zone of the Florida Building Code. DESCRIPTION: Altvsa "S" Clay Roof The LABELING: Each unit shall bear a perm rent label with the manufacturers name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been nt change in the applicable building code negatively affecting the performance of this product. TERMP ATI4)N of +hie N()A will occur after the expiration date or if there has been a revision or change 6 the materials, use, and/or tnsnufi.cture of the product or process. Misuse of this NOA as an endorsement cf any product, for sales, advertisin1; or any other purposes shall automatically terminate this NOA. Failure to corn- with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami - Dade County, Florida, ane follo ell by the expiration date may be d splayed in advertising literature. If any portion of the NOA is displayer., then is shall be done in its entirety. INSPECTION: A aapy oft 1is entire NOA shall be provided to the user by the manufacturer or its distribute IT and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02-1115.40 Expiration Mar 12116t Approval Date: 12/12f 2 Page 1 a.' PAGE 01 ROOFING ASSEMRI.V .APPROVAL Category: Roofing Sub - Category: Material: 1. SCOPE •• • • • • • ••• •• This renews roofing system using Altura One Piece 8' Clay Roof Tllee. as manufactured by Almar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requin:ments, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. Tie attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manuf*ctlyeg by Test amilstai ,Treeii?icat1 Altusa One Piece 'S' L .. 18 'A." TAS 112 Tile VII = 10.5" i!" thick nominal 3.25" high Tnm Pieces Length: varies TAS 112 Width: varies v trying thickness Clip L = 6" PA 114 D 0.125" Clip L. &h -2" PA 114 w , 0.05" thick 2.1 SUBMITTI:D EVIDENCE: IgtAttaa The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for A.pplied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, I ,c. Redland Technologies J ../ Y Y J 1 Y •4 0 J Roofing Tiles Clay Teat Idgntt er 94 -083 94 -084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 CLF -003 -02 -01 7161 - 03; Appendix II1 ABC #130 - TILE . . ... • . . ... • • • • • • • • • • • • • • • • • • • • • . .. • • • • . • ... . • • .. • • • • • • • • • ... • •• • • • •• ••• • • • • • • • • • • Product Dejazto ion High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trine, clay roof pieces fbr u:ie at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test NiSinefR port Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 April 1994 Ma) 1994 Feb 1995 Oct. 1994 May 2000 October 200. Doc. 1991 NOA No.: 02-1115.03 Expiration Dar: 12 /1er 07 Approval Date.: 12/12,02 Page 2 a 7 �da�1 : h"I! - . PAGE 02 Auer Redland Technologies J.lYY.71 YYO7 Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS v ' .0 ma Profits One Piece 'S' T;Ie Tat xitotif114 • 7161 -03 • Appendix Il' • Letter Dated Aug. 1, 1994 .• • • P0631 -0'1 • • • PO402 Weight -W (Ibf) 8.9 . ••. . • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 9 • • • • • •• • • Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations ABC #130 —TILE • • TTsc Nam 1 R pn • •• • • • • • W:84 TunieetTestiag . :. PA :108(4a`11b Wind Tunnel Testing • • PA 108•(44ail- 1n) • • . . . . • • 1 • 1 • • • •• • • iWt?Q Tpnnel Tasting • PA 1•8•Moftllr Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25-7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848.6 TO bie 1: Average Weight (W) and Dimensions (1 x w ) Langth -I (ft) 1.52 Dec. 091 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classi6ontion is not part of this acceptance. 3.2 For mortar cr adhesive set tile applications, a static field uplift test shall he performed it. accordance H ith RAS 106. 3.3 Applicant sh:i11 retain the services of a Miami -Dads County Certified Laboratory to perfbrnt quartet teat in accordance with TAS 112, appendix 'A'. Such testing shall he submitted t � the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Application Standards lis ed section 4.1 herein. 3.5 30/90 hot me pped underlayment applications may be installed perpendicular to the roof slop unless stated otherwise by the tmderlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be i 1 compliance Niith applicable building node. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Alm 'Altura One Piece S' Clay Roof Tile and its components shall be installed in @tri :t compliance with Roofing Application Standard RAS 118, RAS 119. and RAS 120. 4.2 Data, For Attachment Calculations i Width -ry (R) -1 0.875 II NOA No.: 02-1115.33 Eaplratton Datt: 12/1f/ V7 Approval Date: 1211 12 Page 3or? PAGE 03 1' Table 2: Aerodynatt4l'oiultl�li4;rs. �tt • • :x( •• • • • : L(ft') Tlls Profile - Batten Applleatlo'n •DIreICt Deck Application i One Piece 'S' Tile 0.253 0,274 Tile Profile .1 ) • , • • • • ^ Table 3: Restoring Moments T ---_ 3": 12" I 4 ": 12" or less Bottoms Direct Battens Direct Battens Deck l 7 , 5.35 4A0 527 4.31 • One Pinoe '8' 2.10d - it Ehank Nelle 28.8 Tile 1 - 1011 Smooth or Screw 3.1 I ___ Shank Neil 2 -10d Smooth or Screw 6.9 _ Shttn�l Na06 1 .dt8 Screw 28.7 2)/8 Screws 58.2 1 -10d Smooth or Screw 23.1 SALO ell Field Cli 1 -10d Smmoth or Scr w 29.3 Shank Neil LEave gip) 2 -10d Smooth or Screw 2 Shenk Nails (Field Clip) 2 -10d Srwoth or Screw St ank N lb (Eve Clip) (.8L ifl311 - I1LE ••• • • • ••• • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• •• • • • • •• • •• tie to ' re Direct Deck (Min 15132" plywood) Direct Deck 6.18 _ M bf • •�: •pj" Battens 4.20 Direct Deck 5.03 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nall -On Systeme Fastener Typo Direct Deck (Min. 19132" plywood) 7 ": 12" or greater Battens Dkget Deck 4.08 4.88 Battens 19.4 1 41.2 _ 8.5 2.8 9.2 7.3 28.7 N!A 5B.2 2f�.8 23.1 19.0 29.3 1 24.0 27.8 311.8 - 1 38.1 38.1 41.8 1 t ,__. _ 1 Screw wllth Alttuee Clla ( see d i p details One Place "8T1 Screw with dip (at the Tile' sd of tile) One Piece "9 "1 Ii 1 Screw with clip (at the 35.2 ` Tile' 1 _ water cot ree of tile) 11. screw must De Installed in the Inside nell hole located nearest to the hump of the film. 187.1 167.1 AIIA 35.2 N/A Tibia 5: 41techment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Bet Systems Tile _�T Tile Application l Minimum Attachment Profile i t Rssitance One Piece 'S' Tile Adhesive 29.3' 2 Si e■ma rea�o n t newt a vrovalfitio roc Warrants. FlettlblO Product$ Gorr pant eflond Average weight per patty 10.7 grams. Pplyfoem Product, Inc. Average weient Wpm* 8 grams. NOA No.: 02- 1115.33 Etpfradou Data 12/16107 Approval Data: 12/1202 Page 4e PAGE 04 Tile Profile One Place 'S' / 77; ;i•C% •. •• • • • • • • • -tK ffIJtF FILL • • • • ••• • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• Table 5A: Attachment Rasistance $cprgtas4 as a Mbalo'rtt - Mt (ft -lbf) for Single Patty Aditpelye:fat� ti►s: • Tile � TI1Q Appt1a�tion... nlmum Attachment Resistance Profile Ono Place) '6' TUo L PO• POIyProTM 88.5' Polyfoarta1 P4:^0•• • `" 38. d i Lams paddy pVipement o�63grama of PolyfroTm. • • • • • • • • • • • 5 Medium paddy plagnic nt ofpnrams pf PotyP% • • • • • ••• • • 'Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar Set Systems Tits Attachment Application Resistance Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following stati:ment: "Miami -Dade County Product Control Approved ". 6. BUILDING PEI:MIT REQUIREMENTS 6.1 Applic t on for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE NOA No.: fit- 1115.33 Expiration Date: 12/16, D; Approval Dan: 12/1102 Page 5 o f? PAGE 05 ,Md. 7 1 i( 1 1 .. . i 9: 7 . CLIP WITH ONE CO SCREW ATTACHSC TO DECK "SPANISH S" TILE BY ALTURA '1 (Tyr.) • , • ••• • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• ••• • • • .•. CLIP DeLPTgtT. • • • • • • • ••• • • • • • • • • • • • • ... • • • (CO N PI u ) • • • • • • • • • ••• • • • • •• • • • • •• • • I• • • ••J • • • • ••• •• CLIP PLACEMENT =TAIL ruv TTi )U 11LL SCREW IN THE INSIDE MOLE NEAREST TO THE HUMP OF THe TRa CLIP ECK NOA No.: 02- 11 Ezp(ratloa Date: 1Z /16/ 17 Approval Date: 12/12/12 Page 6n'7 RAGE 06 7 ^ i 1 �+ • "-""' ++• 4. Z. JJ$'$ JIYYOJ SCREW O4OLDN cLP ONTO OxcW 'SPANISH R" ME WY A .1UI IA CUP Pi. ikCE•i6NT ORTAIL CLIP DETAILS (COI'';) • • • • • • • • ••• • • • • • •••• • • ••• • • • 2 11? OVERLAP MK; n130 - TILE • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • ••• • • • •• ••• •• • • • • . .. • ....... • SCREW 1N TN! INa1D0 NAIL KOIJ W!APIRT TO TNt WARP or TIC TILE END OF THIS ACCEPTANCE i • DECK 1 114" 1 8N4" 314' NOA No.: 02- 1115013 Expiration Date: 12/1017 Approval Date: 12/12/12 Page 7 0.'7 PAGE H7 e M I : • ^. I•QADE APPROVED: 05/10/2001 (• PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2-100 Spring- Stucbncr Road Spring ,TX 77383-1132 The expense of such testing will be incurred by the manufacturer. NBA MI-DA DE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE \iF I RQ- I):\I)I: FI.A( {R BUILDING I )) WEST PL: \GLElt ti rulil: r. SUITE 1603 I:I ORII)A 33 30.1503 (305) 375 -290) FAX (305) 375 -290S CONTRACTOR LICENSINC SECTION (305) 375-2527 VAX (305) 375.2553 CONTRACTOR ENPOIU:I• :JtI:NT DIVISION (305) 375-2%6 FAX (305) 375.2003 Your application for Notice of Acceptance (NOA) of: Two Component Polyurcthenc Foam Tile Adhesive under Chapter 8 of the Code of Miami -Dade 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 Code 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 manufacturer's plant for quality control testing. If this product or material tails to perform in the approved manner, BCCO may revoke, modify, or suspend the use or such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CON'I'RO1. DIVISION (305) 375.2902 FAX (305) 372 -6339 ACCEPTANCE NO.: 01-0404.01 EXPIRES: 02/04/2003 haul Rodriguez Chief Product Control Division T1•IIS IS TILE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE \ \s04S0001 \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: pos tmaster@buildiageodeonline.cnm a Ilontepage: littp : / /www. This application for Product Approval has been reviewed by the I3CCO and approved by the 1uilding Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. Francisco .1. Quintana, R.A. Director v1lanli -I)ade County Building Code Compliance Oliice Polyfoath Products, Inc. ACCEPTANCE No. : 01- 0404.01 • 4 ROOFING ASSEMBLY APPROVAL Catcuorv: Roofing Sub- Cate2orv: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described 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 Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH 160 Foampro® RTf 1000 ProPack® 30 & 100 Dimensions N/A N/A N/A 2.1 Components or products manufactured by others: Any Miami-Dade County Product Control Accepted Roof file Assembly having a current NOA which list uplift resistance values with the use of Polypro Al 116(1 roof' tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test AST[vt D 1622 ASTM D 1621 ASTM D 1623 ASTIvl D 2127 ASTM E 96 ASTM D 2126 Tcs t Specifications PA 101 Approval Date: Mav 10, 2001 Expiration Date: February 04.2003 Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch +0.07% Volume Chan',e (c'' —10 F., 2 weeks +6.0% Volume Chanuc !c� 1 tumidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment n FrankZuloaga, R RC Product Control (Examiner ' Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0404.01 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with theRoofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. r• - w F'— 2 3 MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 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® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined 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 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing 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 (B). 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 Foampro RTC' 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH 160 shall not be exposed permanently to sunli Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight' Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles n l 35 N/A High Profile (2 Piece Barrel) ft 1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles 43 8 Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0404.01 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner PolvfoAm Products, Inc. Erre Course 10 in. EJVO Closure Paddy (Beneath Vie) Fascia ' eve course only: Keep adhesive approx. 4 In. up from weepho es Nail through plastic cement Underlayment Nail through plastic cement Undedayment Eave Come 10 In. Eave course only: Keep adhesive approx. 1 in. up from wetpholes ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath ilk) Facia Ent Ctottus ACCEPTANCE No. : 01-0404.01 Nail through plastic cement A'tt Undedayrnent 10 2 In F Ili we :F pho asc ie la ive Caurs f ° Eave clo Drip edge wn Eave course only: Keep adhesive approx. 4 In. up from weepholes Paddy (Beneath Tile) Optional 214's for steep pitch applications Nail through plastic cement 1) Place enough adhesive to achieve 17 to 23 square Inches In contact with the pan Wei Than insUll the tile. In \ /0 2) Tum covers upside down. Place adhesive 112 To 1 In. From outside edge of cover tile. ' 10 111 )■ Underlayment 1 Remov cop portion of the *ev• course cover We. Abut to second course of pan Wes. Ensure ern end of pan and cover ties are Kush at save tins. Eye closure (mortar shown) 5 Weephole Fascia Frank Zuloaga, RRC Product Control Examiner Optional Point-up MON, on longitudinal edges of We Sheathing Polvfo4m Products. Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Underlayment 1 7 In. Eave Course Eave Closure 4%5, •)7.0. 2 °14 - 7 ' Nail through plastic cement Underlayment Eave Course Paddy (Beneath Tile) 71n. Paddy (Beneath Tile) Fascia Eave Closure 6 ACCEPTANCE No.: 01- 0404.01 Nail through plastic cement -‘11 In. 7 In. Fascia `. �• Weephole Eave closure Drip edge Underlayment 1 Eave Course Paddy (Beneath Tile) Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ., • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement ••e" 3k. x 3 in. Single paddy on under. layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Underlayment Single paddy under tile Single paddy on under. layment Single paddy on top of the Eave Course Nail through plastic cement x 3 In. Single paddy on underlayment Single paddy on top of the Eave Course 7 ACCEPTANCE No. : 01-0404.01 Single paddy between tile Eave Closure 2 In. x 7 In. medium size paddy eave course only Fascia Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Frank Zuloaga, RRC Product Control Examiner Fascia Weephole Eave closure Drip edge Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 3/18/2003 Applicant: M JEAN Owner: WILLIAMS JOB ADDRESS: 395 Contractor KAWALEK PAUL Local Phone: 786 - 277 -9540 This Permit is granted to the contractor or builder nu ordinances pertaining thereto and with the understandi and approved by the proper municipal authorities. Thi: authorization. A further condition upon which this pem ordinances and regulations pertaining to the work cow by his agents, servants or employees. Parcel # 1132060135930 Fees: FEE2003 -1593 FEE2003 -1594 FEE2003 -1595 FEE2003 -1596 FEE2003 -1597 Description Builder's Bond CCF Building Fee Inpector State Educational Fund Notary Fee Total Fees: Amount $300.00 $10.20 $300.00 $0.20 $5.00 $615.40 Total Fees: $615.40 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/14/2003 Construction Value: $16,700.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. fee is $50.00, which must be paid in advance before calling for another inspection. Signed: Signed: In consideration of the issuance to me of this permit with the plans, drawings, statements or specifications myself, my agent, servants or employes. NE 96 e Building Permit Permit Number: BP2003 -436 siefoa WILLIAMS M JEAN ST Contractor's Address: 485 N. E. 90 Page 1 of 2 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 23 & 24 Re- inspection gh5 F .eht 6t 09099E00 :IL 2 001E90:1 ,� +9 J , n' 4 .1 1 vu ,�a � I., «ZOO4£so H3V •emjewdionue8 ) 0, 9 ; f ` 0 Jo JaPlo , a1 �1�~'� I a 1 �n SaJOV ZV ), ON a4lolAed it 019 ale() 11 IE9nz -e9 O 1 Q 99SZ B£I.££ l3 'S38OHS IW1/IW 1 /,J 1.61.0 . 1-1d 133111S ONZ6 '3'N 59P $egg ONILNIVd JNldooti )13 'N lf1Vd BLK 43 LOT SIZE pliance with all an submitted to !d without iowledge of the lility for work done n strict conformity lone by either 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. e Owner's Name and Address 124. Registered Architect and /or Engineer Name and address of licensed contr :"E MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date No , 19.5, Location and legal description of lot to be built on: Lot Block Subdivision y Street and Number where work is to be done G( ' t, er' State work to be done and purpose of building (by and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby 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 site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on w rk to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss Before rne, 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 firs ly sworn, upon oath deposes and says at he is the of the above described co'j{irction, that he has caref ly read the fo egoing application, and that he did sign the same, and that all facts therein by h' stated Permit No Disap s ►i:te igned ) ding I PLANNI Council Approved be made for making a t-. fie!__) 2116ad, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires D DATE Chairing , Member Member Member Member Member Roof_Cn Date Disapproved Date NOTE: A charge of $1.00 will 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. corrections or changes to this application after approval has been obtained from r c M AM 0 S H e RZS VHLLAG E BUILDING INSPECTION DEPARTMENT APPLICAT N FOR 1= UILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date .._..�._ Owner's Name and Address. -. /S T/ U L° fi No 3 Street N6 g 5) Registered Architect and /or Engineer //� Name and address of licensed contractor.t E 1"1 01 / -g ,(4 //./ L 1703 ,1/L) . A .A U� Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done -. ,'S A' l C State work to be done and purpose of building (by floors) Qo A e,DAi S and for no other purpose. New Building Remodeling Addition Repairs v No. of Stories To be constructed of Kind of foundation Roof Covering r/z. 1 °OF' e,P, s Estimated Total cost of improvements $./c P 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 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 site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. �p Remarks ( Signed )Z, AifV"' STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 4 41 / 1A Permit No 3 -! ) Date Read, Sworn to and Subscribed before me. Disapproved pp ' // 4h L Date (Signed) �1� ��{{ `� Notary Public, State of Florida i lding Inspector My Commission Expires to me well known, PLANNING BOARD DATE Chainnan Member Member Member Member -.. -- .. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILL BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name /� Address ^ Company ^� / n tX �j Phone # / C7 ' 7 2 /S For Ins ect r: d Name & Date Appr ve Correction • ❑ Re-Insp'n Fee 71 For Inspector: . Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMETT 305- 795 -2204 Building Inspection Request Date Time --,'° Type Insp'n v Permit No. Name Address Company Phone # o Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPART 305- 795 -2204 Building Inspection R Dat Type Insp'n Permit No. Name Addres Company Phone # For Inspector