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1225 NE 96 St (6)BUILDING ❑ ELECTRICAL DATE 7 t PLUMBING ❑ PERMIT N? 8946 ROOFING ❑ Work to be performed under this Permit Owner of t Building is � , L.a,, a +� C f Architect Contractor or Builder Legal Lot Description Address of Building %t A X k� CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Subdi- vision Sq. Ft Value of Project $ 1 - f This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specificatio `and that he assumes responsibility for work done by his agents, servants or employees. k. Signed • t�! A_ 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 responsibility for all work done by either, myself, my agent servant or employee. Contractor's License No. 14 1 c 1954. Z wf t'b 7 �', Amt. of Permit $ BY AUTHORITY Owner's Name and Address . .�iV.G4 -�! Registered Architect and /or Engineer Name and address of licensed contractor... Location and legal descri tion of lot to b Lot / 1 E / I Block Street and Number where work is to be done I hereby s be sent to.. STATE OF FLORIDA, COUNTY OF DADE. ss. Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statcttu•nr ur cne 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 iuilding 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. tit on: State work to be done and purpo a of building (by floc s) New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ 11.. oo• 00 Zone cubage required Distance .to next nearest building ,,t. t,t -,t "TM „t,,•,•,,,,t,t,C,,,•,t Date... �fl..... _��_......__......_.__......... ,19�_�_ No.../2 _.. Street_._. t . Subdivision.... LL _..sJ it °' .dt and for no other purpose. Addition Repairs No. of Stories Roof Covering O Amount of Permit S.. .Plan Cubage Size of Building Lot .Maximum live load to be borne by each floor it all the pla s and spec& ations fo ,,said b ilding. Al otices with reference to the building and its construction may O, 2229 712 -.., ..- 33 93 .... . . The tin signed applicant for this building permit'd'oes hereby certify that he understands and accepts his obligations as an employer of Labor under the Florida \ 'orknren's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied ssith the provisions thereof, and will require similar compliance from all ntractors or sub - con ctors empl •ed by hint in the work to be performed render this permit; and will post or cause to be posted for i e ion on the site of t ork such t blic notice or notices as are required by the Act. The undersigned agrees to employ only such su factors, on woe to . . rforme ` under this pennit, as are licensed by Miami Shores Village. Remarks (Signe 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 carefull read the foregoing application, and that he did sign the same, and that all facts therein by him stz�ed� are true. / I Permit No.. r � (/ j Date I Read, Sworn to and Subscribed before me. Disapproved 1 i ' Date.. (Signed) to me well known, Notary Public, State of Florida My Commission Expires _...._. PLANNING BOARD DATE . Chairman Member MIcrrtber Member Nfember 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 Pl.uinir.g 11o.rrd. 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. Name and address of licensed contactor Location and legal description of lot to be built on: Lot ' - .....fj5`fatV lock i Street and Number where work is to be clone l•- State work to be done and purpose of building (by floors) MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or Inc 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 i;trilding 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 C� < �........ C / f No...._...— Registered Architect and /Or Engineer LT.. ..• ^TTI•.T.TT.TTC,..•Y . T.� 7 �- X 35 ... / _. ..... .. ,.... -- My Commission Expires Street._..... ,19..,_ Subdivisi 3t -0 6 /� ...._...__.___... .._ ._..........,..J..7.:......_ �.t� -__ _ .and for no other purpose. New Building Remodeling Addition Repairs I No. of Stories _ To be constructed of Kind of foundation. Roof Covering r Estimated Total cost of improvements $•.• 11065 foundation./ 44 )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 \\'orkrnen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sop element, 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work t9 be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks... (Signed) G de/307 3 (116 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 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated } are true.. Permit No.._..'1l41.........p Date Read, Sworn to and Subscribed before me. Disapproved .... \� ... Date .._.. Notary Public, State of Florida (Signed) PLANNING BOARD DATE Cirair:nan Mcmbcr Member Afember Member .. .. Member _.._..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained (men the I'lannirig Board. A re -in' a ction fee of 3I.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials and /or workmanship. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. S R V✓ !OK,J7TAX FOLIO NO. s STATE OP FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Le al description of property and street/address: C - 33)3$ 2. Description of improvement: !Re—ro r� 3. Owner(s) name and address: M ' ourv‘ r Shores Interest in property: u her Name and address of fee simple titleholder: 7 c» 44GUiV eK 1 of box 53 )05) ItA;a1441 / PL.. 4. Contractor's name and address: d' 33) 53 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. pir•,tion date of this Notice of Commen v ign.ture of Owner ✓ 1 r Print Owner Name �2 C ✓ r Sworn to an cribed before me this ay of J - , 200 5. I ate is spe j.. d) / Notary Publi Print Notary's My commission expires: l42S(Oe 123.01 -52 PAGE 4 10/04 cr ren 33138 STATE OF FLORIDA COUNT OF HE BY CERTIFY that this is a t dr m =I filed in this office on B W/THE HARV 1� �5 YV E el b" S* M10,1411' Skor45 % +A S f, ent: (the expiration date is 1 year from the date of recording unless a S my hand and A D U IN, r, official s , of DADE the day of 20 0J d City Courts D.C. 1111111 1111111111 11111 111111111111111 11111111 CFN 20! i5R0809222 OR Bk 23637 P9 1382; (1P9) RECORDED 08/03/2005 10 :16:46 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY/ FLORIDA LAST PAGE Prepared by 1 )ak.a.lek Addr ess: P104 4 05 ;0 lrnj1 -FL331 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) as iv State Owner's Address 1 City M, � 1D �s Tenant/Lessee Name Phone # Job Address (where the work is being done) City 'JUL 2 2 Submittal Fee $ Scanning $ • 00 Code Enforcement $ Miami Shores Village Is Building Historically Designated YES $ Value of Work For this Permit 1 'j)gOO Type of Work: ❑Addition EAlteration Describe Work: ear d €416 -elk/ N v .l co lor,A- 1e, (mit& elm/ Total Fee Now Due $ 326' (Continued on opposite side) Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Wo rre`\ $ g6 `` 6�1 1225 I've °I 6 6+, County Miami -Dade Zip NO Contractor's Company Name �`+ 1 1 Contractor's Address Pt 0 t D?( .7 3)O5 City t ((xv\\\ a State E� Qualifier PCUAA Ka we I et r► Zip Architect/Engineer's Name (if applicable) Phone # Permit No. 60 ster Permit No. Mechanical --Phone # S '75 q -0 q 3313 Phone # Zip 33138 305'7$ °oi01 33153 State Certificate or Registration No. Certificate of Competency No. q 3 13 . ;oo q3 b Square Footage Of Work: 4■ ❑New (i Repair eplace ❑ Demoliti n 4 le &k.ha -f t -- rots . re plo e u' S color -}-h 00 , t l -f-i (e3 e Sodyte a roo SY erv\ * * * * * * * * * * * * * * * * * * * * ** * ** * ** Fees* *hilt* *4* * ** * * # *t ** * * * * * * ** • Permit Fee $ 3 5 2 • : • • :c ? , • • _ / / . O CO /CC • • • • • Notary $ Training/Education Fee $ 3 . S� Technology Fee $ g • 7J Zoning • .. • • • • • • • • • • • • Structural Plan Re $•• . . . • • • • . • • . • - ... • • • ... • ... • • • • . .. • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • • • . . 0 .. • • • 0 .. • • . . Bond 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 i pection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection - nJbe approved and a reinspection )^e tiviJe charged. Sign day of who is NO Si Owner r Agent The foregoing instrument was acknowledged before me this 2065 , by k&viNe N te-fZl PUBLIC \ Print: c r 1 My Commission Expires: 112 C ( O ' ersonally known IQ-Me or who has nrrodurred_ who is personally known to me or who has produced •_ ektl o ti8ti c nda My t ats o TFf d t `n oath. as identification and who did take an oath. expires — Y comm. P ire Jan. 25, 2008 NOTARY PUBLIC: / No. DD 284571 Sign: Print: .. • • , . • • ••• • • • / • • • • APPLICATION APPROVED BY: • • • Chc 05/13/03 Signature v � Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *l * * * * * * * * * * ** * * * * * * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • .. • • •• • • •• • • ••• • • • • • • • • • • • • • • • • • - - - • • • • • • • • • • • • • • • • • ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Plans Examiner Engineer Zoning • Florida Building Code Edition 2002 High Velocity Hun cane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name 1 tid k'& t i t e z.< Job Address 045 NE q 6 5 +, ROOF CATEGORY �,/ 16 Low Slope ❑ Mechanically Fastened Tile U Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles Are there ❑ Prescriptive BUR-RAS 150 Gas Vent Stacks? Yes ❑ No V ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof ti Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) g oo 3 I7D0 Low Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. .....u CCCCCCCC .u.CCCCCCC.•.auuCCCC °CCC'CCCeu .CCCC .u. ■■ • 1 ■ N■U■...11t•la!Ar Ut /I1r1 1IIr■1II1� C 11■ ■ ■1111 1ru■ • • ■ ■1 ■■ i. ■�■ ■ ■111 ■ ■ . ■ ■�i ■� ■ ■■ ■■� ■�i■. ■ r1 1 ■ ■ 111 mi li ■ m �,�I l r ■i ;': i - ImCCCC 1 milim;C'CCg'CCCCpgl C C`n ` I Cs CCC C C CC' . �''IiCr�' CC ACC' 4E E ■ :CCCC rC CC CC ' C CC c a •..i.C. 1 1 C ■ ■►r■ ■ 1 C CCCC C ■ ■r ■CC ■aa� CCC a C C A N N1 CCC ■ ■ C ° 1111 4 klld1111110: CDi • ni C' illgC ' it :CCCC CCCC ill CC C CCC 6iE :CCC•F7 •l.1.1. wows ; � •U. C C � ru C E C E =� rCC - G' • p ■ i C 'C • C�' . • ■ • ■ 11 C . ■• �.� .. C SC CCC pC Cr 1 C C. C �':C CC C� C' ECC 3C :.: ■ - C. CECC rC CCC. 1111110011151 C C ■ ■ ■° ■r �i •e C . ■ ■C ■ ■■ 1 111111 C C eC r ■C■ ■. C C . C Lr �• CCCCCC C C ' C ' " �' C C CCC C C CCC C� ..... r1 •Cu ■ ■ ■ ■ Cr■ �,, �p C C CCC nil CCCCC r•• ` CCCC • • 1 : C : � .�EE C_. C . C r ■C CCr� -C C� . C ma ■ M1 ■ ■ ■ ■1r1 ■ ■ ■ plikilliiIiiiiiiiiill . Pa■ r■ ■■■ n ■■ ■r ■ C °C�..0 �°C CCC ■ %�. CC ■ 1C . CC .iQ" C CCu �C .li�'1 ." C•CC� ell !al C C ■C C' .9.421.1, 1 ■ F C 1 1 1 a L ■L■ h, . EC C C C ■ ■Cr '' svimg C ■ • ■ ■ . C iml mC C . C E 1 ° C ' ` CCCC C. CC1 .• � :� C �CCi i h .. C � � �, r . R ^� r ill N C _ , e . ■■ ■ o■ m 1ri C •t: � i = � ` ■■ ■r ■ rr ■r C i, Cr r1C►. � l ■C C 11 % CCC C S C n ` E tr C i l l , grr t s 1 6�C C E 6l i ii CC 11 ., . I l ls• 7 ' �■ .,1�rr. . ! C 1 1 12 r t 1 1 u: C CCla : 11r�i- C !p . l i C 1 ' C i ■ - - C��L1 L��_lSC � ■� p r C C =C � C� G o�: C C �� a r �- � p CC E Caa��C� �,_i'�i il C G� iC1CCEC.:�CCCCECCCCCCCC11C:CC■ "� 11.. IL.. ' 1 C C 123_01 -48 5/03 PAGE 2 • • • • • • • • • • • • ••• • • • 000 • • 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 etween the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been lained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ne) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion per ormance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship p>to isions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should ddressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida ding Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring nits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or r should notify the occupants of adjacent units of roofing work to be performed. _ 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be iewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail enetr • tions of the underside of the decking may not be acceptable. The Florida Building Code provides the f maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may c.use 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 expe ancy and performance of the new roofing system. Ponding conditions may not be evident until the ri :i 1 roofing system is removed. Ponding conditions should be corrected. A O / 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 w scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ance 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 e4tin$ amouxt of attic ventilation shall not be reduced. It may be beneficial to consider additional venting whips c rCstet ligex'tpding the service life of the roof. . .. • . .. • Signa 're Date • Contracto r's Signature c ztAA' a-- Owner's/Agent's Si C AO CK131 E -14 m p1LOCA LS -11re mOS E CrIO?I 1521.d oe • • • • • • • • • • • • • 9 .... ... • • • • • • • • • ......1 • • .. Roof System Manufacturer: Pr l - I .s Cj Notice of Acceptance Number: Da" . 1115,03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 4r1 k b P2: /00i I. P3: i001 6 Maximum Design Pressure �� (From the NOA Specific System): t7 % 5 Method of tile attachment: PO I y Fo arvN ck,(t h e<s ve Roof Slope: 3 : 12 123_01-48 5/03 PAGE 4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Pemrft Application Form. 1 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: 1%6• V poi rir' ype Underlayment: nsulation: Ridge Ventilation? IV/k Ire Barrier: Mean Roof Height: J 43D f H-- i astenerType & Spacing: dhesive Type ype Cap Sheet: • • • •• .. • oof Covering: • • • • • •. .••.. •.. • •.• • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • 1i/i ti/66 t6 *Aoki 61re:Drip 3x3oc v • • • • • • • • • • •••• • ••• • • • • ••• • • • • . • • • • M, Required Moment Resistance* Mean Roof H.Ight — Roof elope - 15' 20' 25' 30' 40' 2:2 34.4 38.5 38.2 39.1 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30:4 32.2 33.8 35.1 37.3 5:12 28x4 30.1 31.8 32.8 34.9 8:12 28A 28.0 29A 30.5 32.4 7:12 24.4 25.9 27.1 25.2 30.0 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 11 Job Site Roof Slope g Job Site Aerodynamic Multip lier x NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resinance M, Calculated .. • • • • • • • • • • Minimum Attachment Resistance F • NOA • Required Uplift Resistance F, Calculated • _ • • • Avenge Tile W� W NOA •• ••• • • • • • • • TIle Dimenstans 1= length w— width NOA All calculations most be submitted to the Building Official at the time of termilarplicatieo. • • • • _ • - Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile a ystems, choose either Method 1 or 2. Compared the values for M,with the values from M . If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method "M t Based Tile Calculla o s Per RAS 127" (Pr: ► z 7L / — Mg: 5 r mr1 ' t NOA 111, • & 15 Mg: _Z NOA M S. Mg: St r NOA 11* Z• t Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M) From Table Below • • • • • •• • • • • • • • • • . NOA M, • • • • • • • • • ••. • ••• • • • • ..• • • • • • • • • • • *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 z1: z w:- ) —W: cos 6: = F NOA F' (P zl: - z w:- ) —W: zcos9: = Fn: NOA F' (P : z l: — z w: — ) — W: z cos 8: = F NOA F' 123_01 -48 5/03 PAGE 5 • • • • •• . • • • • • • •• •• • • • •• •• ••• • • • ••• • • M(AMfDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVI$1011 NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77' Avenue Miami, FL 33166 SCOPE: This NOA is being issued unc.er the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be vatic; after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the m:utufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend Meuse of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it iis,determined by Miami -Dade County Product Control Division that this product or material fails to meet the regt tremens of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altus* "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of This NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufi.cture of the product or process. Misuse of this NOA u an endorsement of any product, for sales, advertising: or any other purposes shall automatically terminate this NOA. Failure to comply 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, and followed by the expiration date may be d .splayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy oft ais entire NOA shall be provided to the user by the manufacturer or its distributors 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 documentatio a was reviewed by Frank Zuloaga, RAC ! ( d t'L? .. ... • • • • • .. • • • • • • • •• ••• •• • • • . . • • • • • ... • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 373.2901 FAX (30S) 375 -2908 • • • • • . • • ••• Not NQr..02.1115.03 • $ :plratien paVI 12 /16/07 • • • • • •Appijg Bite: 12/12/02 Page I of 7 0 ,0 . • • • . • • • • • • • • • • • • • 00 • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ZOO ' ROOFING ASSEMBI.Y APPROVAL Category: Roofing Sub - Category: _Material: 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tllea, as manufactured by Alxnar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requiu ments, as determined by applicable Building Code does not exceed the design pressure values obt ained by calculations in compliance with RAS 127 using the values listed in scction 4 herein. Tie attachment calculations shall be done as a moment based system. 2. PRODUCT DES CRIPTION Manufactured btr Test giagnagng SoeModel ,applicant Altusa One Piece 'S' Tile Trim Pieces Clip Clip 2.1 SUBMITTED EVIDENCE: Test Annex The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testin g PRI Asphalt Technology, I ic. Redland Technologies 1.7 'A ti;:, .ON Roofing Tiles Clay L 18'h" W =10.5" 14" thick nominal 3.25" high Length; varies Width: varies v eying thickness L 6" D- 0.125" L. &h .• 2" W 1 /3„ 0.05" thick TAS 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. TAS 112 PA 114 PA 114 Test IdenNfder 94-083 94 -084 25. 7200.1 Project No. 307025 Test #MDC -78 MTS 520649 CLF- 003.02 -01 7161 -03; Appendix III Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report 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) .. ***RAM* • • • . . . • •: P 4 * : :•: '.Dec. 1991 .. ... .. • • • .. • •••• . • • • • . • ••• • ... • • • • • . . • • • • SO* • • • . • • • .. . • • • .. • • • • Product Descrintion •. • • • • ••• .. . • • • at April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 • • • • October 2001 • •.. NOA Ne.: 02- 1115.03 : : . *Eiplrad isnbite:12 /16/07 . . . . £pp'ovalbate :12/12/02 l• � • Page 2 of 7 VIdfjC:;I 7,00 '6I' O Test Aeencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 3.1 Fire classificution is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant sh,dl retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building :ode Compliance Office for review. 3.4 Minimum ur.derlayment shall be in compliance with the applicable Roofing Applications Standards lia.ed section 4.1 herein. 3,5 30/90 hot me pped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature, 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance frith applicable building code. 3.7 May be installed on elopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'Altu la One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Att 3chment Calculations •d r t -:;, :la Teat Wollner 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Teat Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar 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 .. • • • .. Dec. 1991 Aug, 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 NOAp'1o.i 02- 1115.03 atpiratlo Wei 12/16/07 • • • 4pprgatil D)te 12/12/02 • • • • • 'Page 3 of 7 ... • • • • .. . • • • • • • • • • • • • • .. • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • 1Nd4E :7,1 NE '0'3 ;0 Te bIa 1: Average Welght (W) and Dimensions (I x w ) Tile Profile Welght -W (lbf) Length -I (ft) Width -w (ft) ...... • • • • .. One Piece 'S' Tile 8,9 1.a -.: : : : ; ;9.875 Test Aeencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 3.1 Fire classificution is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant sh,dl retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building :ode Compliance Office for review. 3.4 Minimum ur.derlayment shall be in compliance with the applicable Roofing Applications Standards lia.ed section 4.1 herein. 3,5 30/90 hot me pped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature, 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance frith applicable building code. 3.7 May be installed on elopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'Altu la One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Att 3chment Calculations •d r t -:;, :la Teat Wollner 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Teat Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar 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 .. • • • .. Dec. 1991 Aug, 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 NOAp'1o.i 02- 1115.03 atpiratlo Wei 12/16/07 • • • 4pprgatil D)te 12/12/02 • • • • • 'Page 3 of 7 ... • • • • .. . • • • • • • • • • • • • • .. • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • 1Nd4E :7,1 NE '0'3 ;0 Table 5: Attachment Resistance Expressed as a Moment for Two Patty Adhesive Set Systems Mr (ft-lilt) • Minimum Attachment Resistance Tile Profile _ Tile Application One Piece 'S' Tile Adhesive 29.3' 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TIIeBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. .. .•• • • • • • •• Tubb) 3: Restoring Moments 4 ": 12" due to Gravity S ": 12" -- • M. (ft -Ibf 6": 12" 7": 12" greater Battens or Direct Deck Tile Profllo 3 ": 12" or sss One Piece 'S' Tile Battens Cirect t >eck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 .S.35 4,40. 8.27 4.31 5.18 4.20 5.03 4.08 4.89 , Table 2: Aerodynamic Multipliers -7,. (fte) Tile Profile 2, (ft ) Batten Application ). (h Direct Deck Application 0.274 One Piece 'S' Tile 0,253 Table 4: Attachment Resistance Expressed as a Moment • Mr (ft -Ibf) for Nail -On Systems Tile Profile Fastener Typo Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19132" plywood) Battens One Piece 'S' Tile 2 -10d RIrlp Shank Nails 28.8 41.2 19.4 1 -10d Smooth or Screw Shank Neil 5.1 6.8 • 2.8 2 -10d Smooth or Screw Shank Nails 8.9 9.2 7.3 1 .t'8 Screw 28.7 28,7 N/A 2 ,N8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nell Field Clip) 23.1 23.1 19.0 1 - 10d Smooth or Screw Shank Nell (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nalle (Field Clip _ 27.8 38.1 27.8 38.1 38.8 41.8 • 2 -10d Sriooth or Screw Shank N alas (Eave Cllp) 1 Screw with Altuea Clip pee di details) One Piece "S" Tile' 1 Screw with clip (at the he ad of tile) 187.1 187.1 N/A One Place "8" Tile' 1 Screw with clip (et the water oouree of tile) 35.2 35.2 N/A 1. Screw must be Installed in the Inside nail hole located nearest to the hump of the tile. 'd ta?.. °N •• • • • • •• •• •• NOA Na.: 02-1115.03 • • • • • • . ,•, •Etptnt1od Dace 12/16/07 • • • • • • •Approva Data 12/12/02 ..• •.• ••• :•• 'Yage4of7 ••• • • • • • • • • • • •• • ••• • • • • • • • •• • • •.. • • • • • • • • •• • • • • • • • • • • • • •• •• • • •• • • WdOC :ZI ZOOZ '61'300 . Table 5A: &dtachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems • Mt (ft -Ibf) Minimum Attachment Resistance Tile Profile Tile Application One Plece 'S' Tile Polyfoam PolyProTM 88.5 Polyfoem PolyPro 38.7' 4 Ler• a •add •Iacement 5 Medlum pa dd lecement of $3grams of PolyPro *M. of 24prams of PolyPro . Table 58: attachment Resistance Expressed as a Moment • Mr(ft•Ibf) for Mortar Sot Systems Tile Profile Tile Application Attachment Resistance One Piece 'S' Tile Mortar Se( 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following stat':ment: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Applicat 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. tiLE7,•°N PROFILE DRAWINGS ONE PIECE'S' CLAY ROOF TILE .. ... • • • • • .. • • • • . • • • .. • .• .. • • • .. NOA No.: 02- 1115.03 • • • • • • • • •Ptp(rattonpaJ1 12 /16107 • • • • •Approvgl • DOe;12/12 /02 .• • . • •.• •.• •.• 'Ilse 5of7 ••• • • • • •.• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• • • • • • • ••• • • WdlC ll d0n 11'3;0 L, 4 d tLs,,,• i'tf CLIP WITH ONE (1) 8( ROW ATTACHED TO (DECK "SPANISH 8" TILE SY ALTUS (n'►•) CLIP PLACEMENT MAIL CLIP DETAILS 2.112" OVERLAP (COVERS PIN MOLE) O ` SCREW IN THE INSIDE HOLE -----,,,,,,..„„ � 'O NE, .. ... • • • • • .. • • • • • • • . . . .. . • • • . .... • .. • • • • ..• • ECK CLIP • ... NOA No. :02- 1115.03 EI6fradon Data: 22/16/07 • • •Appfowf Dale: 12/12/02 • "' tage 6 of 7 ... • • • • .. • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. . . • • • .. . . ... • • • ... • • WdIC,:;I ;,00Z '6I'Da0 SCREW (HOLDS CLIP ONTO DECK) L "L .d tLC: '011 "SPANISH t" TILE DY ALTUh -- M•) CUP PL 10EPAENT DETAIL CLIP DETAILS (CON'T) 21/2" OVERLAP (COVERS PIN HOLE) END OF THIS ACCEPTANCE SCREW IN THE INSIDE NAIL HOLE NEAREST TO TN HUMP OF THE TILE DECK 1 114" 1 A/4" 3/4` 00 00. • • • • • 00 • • • • • • • .. 00. .. • • • 00 GALVANIZED METAL CLIP NOA No.: 02- 1115.03 . . • • 8xplrntion Dote: 12 /16/07 • • • • • • • •'Approvalleak:12/1.2/02 • • • • • • • • • • t' gc 7of7 ••• • • • • ... • • .. 0.. • • • • 000 • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • . • • .. 0. • • • • • .. 4100 • • • • • 001 • • WdI£ :ll 1U0: '6I'5;0 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (13CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI- 1)AI)T COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 315 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. • The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ.(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAt+ Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply 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, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOAis displayed, them it shall be done in its entirety. .. her . . INSPECTION: A copy of this entire NOA shall be provigl . to the aver t� . thim4 nt acturer or its distributors and shall be available for inspection at the job site at the re /t est Uf tl;e j314k ng tIfficf4. •• ••• •• • • • •• This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank 7,019av, J .RC. • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • . •• •• • • • ••• • • • • •• • • • • • • • • • • • • • • • •NOA Nu: 03-0503 .05 Expiration Date: 11/04/08 • 4pproval Date:10/23 /03 • • Page 1 trill ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: BUR Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE Product GAP Asphalt Concrete Primer (Matrix 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat u Emulsion (Matrixr" Fibered 305 Emulsion) GAF Premium Fibered Aluuinum Roof Coating (Matrix'" System Pro Aluminum Roof Coating Fibered 301) GAP Jetblack All Weather Plastic Cement (Matrix TM Standard . Wet/Dry Roof Cement 204) RUBEROID® Modified `=tureen Flashing vent Jetblack Prerniurn Flashing Cement G AFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PlyTM 6 Wood -75 psf See General Lunitation. #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer: and fibers. Permits adhesion to wet and dry surfaces. ASTM 1) 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM 11.46DJ.A.spLraltampregnatad and coated glass mat • • base:sl�eee. • • • ASTM 1)4601: AbBtrak and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with • • • • aspalt coating. • • • • • • • • • • • • • • • • • • • ••• •••• • • •• ••• • • • ••• • • • • ••• • • • • • • • • ••• • • •• •• • • ••• • • • • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 .Approval Date:10 /23/03 • Page 2o'f21 • • • • • • • • •• •• ••• • • 1 Product GAFGLAS Ply 40 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENTO Eliminator Perforated GAFGLAS ® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - Weld'' "s Smooth RUBERO1D® SBS Heat - We.1dT"' Granule RUBEROID® SBS Heat - Weld''M 170 FR. RUBEROID® SI3S Heat - W eIdTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - WeldTm 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39:37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 'Pest Specification ASTM D 2178 Type 1V asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D -6164 Non-Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D -6164 Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D4601, Premium glass fiber reinforced SBS - Type 11, UL modified base sheet Type G2 BUR ASTM D 6163 ASTM D 5147 ••• ••: ASTIYI D 624 ASTM i) 514t • • • • • • • • • • • ... • ... • • • • • • • • .. .. • • • • • • SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber AloR -woreu pelyeeter mat coated with pelymer medifietteasphalt and surfaced with mineral granules. • ... • • • • • • • • • • • • • • • • • • .. • • • • • ... • • • • • ... • • • • ... • • • • .. Product Description • • .. NOA No: 03- 0501.05 Expiration Date: 11/04/08 • Approval Date:1U/23 /03 • • Page 3of21 .Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 17OFR RUBEROID® MOP FR RUI3EROIDO TORCH Smooth RUBEROID ® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROIDO TORCH 1~R RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dimensions 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Product Specification Description ASTM D 6222 Non -woven polyester rnat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -woven polyester mat coated with ASTM D 5147 polymer- modified asphalt and smooth surfaced. ASTM D 6164 Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM .D 6164 Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 heavy duty, polyester reinforced, asphalt modified bitumen rftembrane, smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non -woven fiberglass mat coated with fire ASTM 'D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Woven fiberglass mat coated with Polymer ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ••••••• • •• •• ASTM D 616: Nvlm- yoVeis pb11 and fiberglass mat ASTM' 5i 1 ioate; wit;lae retardant, polymer modified •• ••• •• • • • •• asphalt and surfaced with mineral granules. • • • ••• • •• • • • • • • • • • • • • • • • • • ••• • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • •• • • • ••• • • ••• • • •• • • • • • • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23103 Page 4 0[ 21 • • • • • •• •• • • Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix ® System Pro Aluminum Roof Coating.Fi.bered 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mute Base Sheet Tile -Mate Cap Sheet Shingle- MateT"' Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) WeatherCote'm (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Rubcroid®MB) Matrix 201 System Pro SI3S Flashing (Ruberoid®MB) Matrix 102 Select SBS Adhesive Test Dimensions Specification 5 gallons 5 gallons 100 lb. cartons, bulk 60 Ib. kegs PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Interply mopping and surfacing asphalt 'Types 1, II, III and IV 39.37' (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass wide base sheet 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet wide surfaced with mineral granules. Fiberglass reinforced shingle underlayrnent 4 sq. roll 30 Ibs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 AST/A p3pg ASTM D30n Adhesive. • • • ... • • • • • • • • • • • • • • • • • • • • • .. • . • Product Description One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered aluminum pigmented, asphalt roof coating SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive q�d th M 4ified SEBS Asphalt • AdluZiie T 1 al'hing Grade. C° old Applied .Modified SEBS Asphalt ... • • • • ... • • • • • • • • • • • ... • • • • • • • • • • ... • • • ... • • • • • • • • • • • • • • • "' • NOA No: 03- 0501.05 Expiration Date: 11/04/08 • Approval Date:10 /23/03 • • Page 5of21 • • • .. vin• pnuV11 r1V111. JYVIIUUIUI 1U. r. Product (Rubcroid ©MB) Matrix 202 Select S13S Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - .Fibered RUB PROIDO Modified ititu.rnen Adhesive APPROVED INSULATIONS: .Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons GAF -TEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GM:TEMPO Composite A & N (BMCA.)GAhFEMP® Fiberboard GA[1'tsMP@ Pernialite GA.FI'EMP GAPCANT''M iAFI'EMP 1'eruralite Recover Board GAFTFMP GAFEDGEr'M Tapered Edge Strip va1tl. I(4 1GUUJ I In%e: I:JO:00 rM 'Pest Specification AS'I'M D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM I)3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered alumintun coating. ASTM D2824, Non- trbercd aluminum pigmented, asphalt Type 1 roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111: TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permal ite perlitc insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board (UMCA) GM:TEMP@ High Density High density wood fiberboard insulation. Fiberboard BMCA F.iiergyGuard, RA Polyisocynurate foam insulation BMCA Composite EnergyGuard, RA Polyisocyntn'airrvcioctf be•O c fl • composite • • • •• ••• •• • • • I'YROX White Line • . . Polyisocyanurate foam insulation • • • ... Poly socyaQu foam ips>Tlatisih ... • • • • ••• • • • • • • • • • .•• • • • • .. •• • • • .••• • • • . .. • • • •• • • • • • • • • • • • • • • • • ••• • • • Product Description ••• •. • Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA B MCA Apache Products Co. 4pache Products Co. • • • • • NOA Nu: 03- 0501.05 !:xpiratiun Date: 11/04/08 • • Approval Date:10 /23/03 • '• Page 6of21 roue 1 1.11 GG APPROVED INSULATIONS: Product Name ACFoam [, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck EN1ZG'Y -2.& E'NRGTY -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Product Number Name 1. GAFI ITE© (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill -Tec ®) ASAP 3. GAFT.ITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galvahunc Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec ® Plastic) 6. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFT1TE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polvlrbpyf "et►e : stress plate, • • • Del Fasteners #12, #14 Insulation fnstenera'or • • & #15 wood, steel and concrete decks • •••• • • • • • • ••• • • • • • • • • • • • • •. • • • • • • • • • • • ••• • • • •• • • • • • •• • • • • ••• ••• • • • ..• Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. . Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3'/2" GAF Materials Corp. GAF Materials Corp. • • • • • Construction Fasteners Inc. • • • • NOA No: 03.0501.05 Expiration Date: 11/04/08 • Approval Date:10/23 /03 • • Page 7 of 21 • • • • • • .• •• ••. • • APPROVED FA5'rENERS: Fastener Number Product Name 7. Dekfast Ilex Plate 8. Deldast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic. Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. hisul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvaltu ne AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3 Vs" 3" x 3 ' /a 3 " round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round .. ... • • • • • .. • • • • • • • .. ... .. • • • .. • • • ... • • ... • • • • • • • • • • • • • • • • • • • • ... • ... • • • • • • • • ... • • • • • • • • • • • • • ••• • • ... • • • • • . . Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. .. .. '.' NOA Nu: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 8 of 21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. Pl. IRT of S. Fl. Test Identifier FMRC 1996 J.I. 8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I.ODIA8.A.V1 J.I. 0Y9QS.AM GAF - 012 -02 -02 GAF-020 -02 -01 02 -005 02 -014 .• • .• • • • • • • • • • • • • .• ... • • • • • . • • • • • • • • • • ••• • ... • • • • • • • • • • • • • •• . Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 • •• • • • ••• • • • • • • • • • • • • • • • •.• • • • • • • • • • • • •.. • • • • • .•• • • Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 • .. • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 9 of 21 • ▪ • • • • •• • •• . • 1 NET— i atisFAXtion From: /Wheeler To: X II, Deck Type 1: Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaT`r Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTTTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60psf, See General Limitation #7) . GAFGLAS #75 Base Sheet or any of above Tine sheets attached to.deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One mw is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® ELY 4 ®,G.AAGL34S® PLY 6® ply sheet, ZVI #80 Ultima, RUBEROIDOP SEnootii or RUN (OLD 20 adhered in a full mopping of approved asplalt a aptied'4ithjjtlr 1Vr.fange and at a rate of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced ap Sheet adhered in a full mopping of approved asprialt aprliFd the•ylrange and at a rate of 20-40 lbs. /sq. • • • • • • • • • • • • ... .... • . • •• .•• • • • • ••• • • Wood, Non - insulated 19 / 32 " or greater plywood or wood plank decks Date: 1212/2003 Time: 1:58:36 PM Page 19 0l 22 •.• • • • • • • • • • • • • •• • • • • • • • • • •. • • • • ••. • • • • • NOA No 03- 0501.05 • : Expiration Date: 11/04/08 • • • • • Approval Date :10/23/03 Page 18 of 21 NET•SatisFAXtion From: JWheeler To: X Surfacing: Maximum Design Pressure: See Fastening Above Dale: 12/2/2003 Time: 1:58:36 PM Pape 20 0l 22 (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium Fibercd Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 Ibs.sq. t 20%; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. .. ... • • • • • .. • • . . • • • • • .. ... .. • • • .. • • • • .. • • • • • • • • ... ... • ... • • • • • • • • • • • • • ... • • • ••• • • • . • • • • •• • • • • ... • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM I • 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically anchor sheet. 2. Minimum 'A" Dens Deck or ' /z Type X gypsum board is acceptable to be installed wood deck. CENTERAL L111'iITATIt7NS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing , aterial• Directory for fire ratings of this product. g oofin 2. Insulation may be installed in rnultiple layers. The first layer shall be attached in compliance with 1 i Product Control Approval guidelines. All other layers shall be adhered in a full m approved asphalt applied within the F�VT range and at a rate of 20 -40 lbs. /sq., or m ch ari a II attached using the fastening pattern of the top layer Y 3. All standard panel sizes arc acceptable for mechanical attachment. When applied in a asphalt, panel size shall be 4'x 4' maximum. approved j l 4. A.n overlay and /or recovery board insulations panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter plopped 8" ribbons in three rows, one at each sidclap and one down the ce ter l of t e allow ip a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall he at a minimum rate of 12 lbs. /sq. (Vote: Spot att/u.hed systems shall be limited to a ruaximum c esign pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value as field - tested, are below 275 ME insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener s Iacir shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 an calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corder areas shall comply with the enhanced uplift pressure requirements of the areas. Fastener densities shall he increased for both ins(.ilatio►t and base shect..as calculated compliance with Roofing Application Standard RAS 117. (When this Iindtalion i's spcci Seal referred within this NOA, General Limitation 119 will not he applicable.) 8. All attacluneitt and sizing of perimeter hailers, inetal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 1.11 and applicabl wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. I field, perimeters, and colliers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones S .c..a extetded •vorrlers and corners). s (.d . (When this limitation is specifically referred wi thil t1' Nnit wi be applicable.) t ls: , ellrl j!1 Limitation 117 n 1v11l Itt)t 10. All products listed herein shall have a quality assurance audit in accordance with the Fl orida Building Code and Rule 913 -72 of the Florida Administrative Code. 1 %iYF)Oi7 Tftl.Ii Af r.• n•rt *r1, • • i • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • ••• • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • • • • ••• • • • ••• fastened base or directly over the NOA No: 03.0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 • •• •• • • sc; d se in ly Roofing Systems (TGFU)— Continued sy GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GA:=glas Flex Ply 6" is a suitable alternate to ' Ply 6 ". CAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 Class A Incline: 3 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber. isotyanurate, urethane, perlite/ isotyanurate composite, perlite/ urethane composite. wood fiber /isotyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers Tvpe GI "GAFGLAS Plv 4" or "GAFGLAS Plv 6 ", but mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber. isocvanurate, urethane. perlite /isocvanurate composite, perlite urethane composite, wood fiber /isocvanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers Type. GI "GAFGLAS Ply .4" or "GAFGLAS Ply 6". Sheet". Cap Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap 3. Deck NC Incline: Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocvanurate, urethane, perlite /isocvanurate composite, perlite/ urethane composite, wood fiber /is�,cvanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more lavers Type GI "GAFGLAS Plv 4" or "GAF- GLAS Ply 6". • Cap Sheet: One laver Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck NC Incline: li2 Insulation: One or two lavers "Isotherm R", 4in. max, hot mopped. Ply Sheet Any L'L Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed deck. Base Sheet: One laver of Tvpe C2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more lavers of Tvpe G1 "GAFGLAS Ply 4" or • GAFGLAS Plv 6 ". Cap Sheet: One layer of Tvpe C -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Base Sheet One layer of Tvpe G2 "CAFGLAS #75 Base Sheetr". Ply,. Sheet: On or more lavers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One laver of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7 . Deck C -15/32 Incline: 2 Insulation: O or more layers perlite, glass fiber, isotyanurate, ure- thane, perlite %isocyanuratecomposite, perlite /urethane composite, phe- nolic, LO in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Tvpe GI, C2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or • granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). 8 Cap Sheep "GAFGLAS Mineral Surfaced Ca Deck: C -15/32 p Sheet", hot mopped. • Insulation (Optional): One or more layers perlite, wood fiber; glass • • sec isotyanurate, urethane, perlite /isocvanurate composite, perlite / • ne composite, wood fiber /isotyanurate composite, phenolic, any Base Sheet 71vo or mor, layers of T . Ply Sheet (Optional): Y ayes o I p e. Membrane: "Ruberoid or mo o re layers ofRube (smooth or granule) or „ Ru Plus" (granule), "Ruberoid Mop" (smooth or be•old Mop Plus" (granule). ROOF COVERING MATERIALS (TEYT) 17 Roofing Systems (TGFU)— Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 1. Deck: C•15/32 Class B Insulation I e•. ! (Optional): One or mor: 'ave per . wood fiber. glas fiber, isotyanurate, urethane, perlite /tsc vaturate composite pe :life• urethane composite, wood fiber /isoc�•anurate composite. phenolic ar thickness. PIy Sheet: Twu or more lavers o' Type GI "GAFGI.A5 Pt. •1•• c , "GAFGLAS Plv 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Shce:' . h„ mopped. 2. Deck C -15/32 Inclin 3-1.'2 Insulation (Optional): One or more layer e perlite, wood fib fiber, isotyanurate. urethane, perlite!isocvanurate composite. perlite t>,'ethane composite wood fiber /isocvanurate composite. phenolic. a:'• thickness. Base Sheet Two or more lavers of Type G1, G2 or G3. Membrane: One or more lavers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' tsmooth r': granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGI.AS Mineral Surfaced Cap Sheet ", ho :::,,••sp 1. Deck C -15/32 Class C Insulation (Optional): One or more layers e perlite, woc;d fiber. g1a;s fiber. isocvanurate, urethane, perlite/isocyanurate composite, pnlete/ urethane composite, wood fiber /isocvanurat composite, phenolic any thickness. Ply Sheet: Three or more lavers of Tvp C1 "GAFGLAS Ply 4" or "GAFGLAS Plv 6". • Surfacing: "Special Roofing Bitumen" 20 Ibs /sy. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR l• Deck: C -15/32 Class A Inclin 1/2 Insulation (Optional): One or more ayers wood fiber, glass fiber, isotyanurate, urethane, perlite; isotyanurate composite. perlite/ urethane composite, wood fiber /isotyanurat composite, phenolic, any thickness. Ply Sheet Three or more lavers of Tv j e GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped with coal, tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS 1. Deck: NC Class A Incline: Insulation (Optional): One or more la er •r erlite, wood fiber or gl..s,� fiber, 2 in. max. ) Ply Sheet 'three or more lavers of Type Cl "GAFGLAS I'Iv 4" or "GAFGLAS Ply 6". Surfacing. Grundy Industries "al • . 1 -1/2 gal /sq.. , MB •Aluryiinum Rolf Coating" at'. 2. Ileac •NC InclinA Insulation (Optional): One or rnore fat et e perlil" ,' = *oo.f fiber, glass fiber, isotyanurate, urethane, perlite /isocya::urate composite, 1•erlitc/ urethane composite, wood fiber t thickness. /,g4yanurate composite, phenolic, any Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". • 3. • • Suaf al: l.mulsitn" at 3 gal/ • NC • • • u • • ••• • • Incline: 1 / 2 6 J$i4 A rm pe or t wo•layers "Isothe R ", 4 in., hot mopped. • • • • Pl 9h *et: Any UL Classified gravel surfaced Class -A asphalt glass fiber mat system. 4. Deck: NC • InsuhtioR(Qphon js Incline :2 woad tibenand la ny perlite, ico>n•anurate /composite, w as; Site rtandze silib& any thickness, mechanically fastened. • mopped • ••Y Type CI or G2, mechanically fastened or hot plies Type GI or G2, adhered with hot roofing Prem; Fibe gal igvOCA W Wat1 r� Ernu� ^I! 3i R oof Coating ", 1.1 /2 • N i i • • • • • oat Incline: t meCltanieall b fastened, ) Perlhte, glass fiber; polyisotyanurate, wood fiber, Y any thickness. ••• • S • • • • :5. Nee •.. • i ( LOOK FOR Mr it, •...... •• • • • • • ... .. • . /0 ST '. • •• •• • • • •• ••• •• • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • . • ••• • • ••• • • • • • • • • • • • • • • • • •• .• • • • •• . • • . • • ••• • • • ••• .1A M1 ADD PRnl7 T ON NO TICC A PTAti l'nlyfoam Products, Inc. 2400 Spring- Stucbner Itnud Spring ,TX 77383 -1132 The expense ofsuch testing will be incurred by the manufacturer. ACCP.ti'ANCf: NO.: nl- n521.n2 EXPIRES: 05/101200c APPROVED: nG/14 /20n1 V. Le4s0o011pc2000lle9mp;aeslnouc• acc•peanto co.ee patadoe • .. ... .. • • •.• • •• • ••• •• • • • ••' ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • ••• • • • •• •• • • ••• • • MIAVtt•D4DE COUNTY FLORIDA METRO -DADE FLACLER OUILDtNC OUILDINC CODE Contr(, CEDF'FICE NILTito -DADE FLAGLt:It OUIL.DIND 140 W rLAGt,EttSTRCCt', SUITE 1 m MIAMI. FLORIDA 3JIJO -IJG3 (3 173.2901 FAN (30S)375 -1 COKIltAr ToR t.1CFNsuti : s) :CrtcN M1)375.1127 FAX (30i)37S -ISSit Ct1NI1L c LNFnkCEaIKyrIgVI5MUN (3o5) 3/S.29461:AN (3u7)373.19ug URODUCI' CON1'I4o1. VIV1 ION (3us) 37$•:9OI FAN MS) )72•6))') Yuur Application for Notice cal (NOA) or: Iwo Component Polyurethenc Foam Adhesive under Chapter 8 oI' the Code o l' Miami -Dace 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 (OCCO) 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 fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements or the South Florida Building Codc. Raul Rodriguez Chief Product Control Division TI1fS tS TI IF. COVERS' iFFT,SEE ADDITIONAL. PACTS FOR SPECIFIC AND ciENERA7, CONDITIONS fUTLDTNG CODE & PRODUCT Ri V IEW COMMITTFi: This application for Product Approval has been reviewed by the BCCO and npproved by the Building Code and Product Review Committee to be used in Miami -Dadu County, Florida under the conditions set forth above. I ? raltcisco J. Quintana. R.A. Director Miam -Dade County nit ilding Code Compliance Office • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Intcrlcct Inuit uJaress: rottmnslcraAuIId n1 codconli•• corn 'Uo�nepast:aut{t:r/W •w.6u11alinRcoJaonUr % e.torv1 .0T123101 MMON 13:08 FAI 954 573 104 1'nlvfanm Products,_ n4. POLYFOAX PRCDUCTS.INC. ACCEPTANCE lNo.: 01- 0521,02 ROOFING A5EM(3LY APPROVAL ;ttccnrti: Rooting Approval Datc : .iunc 14 2(101 Sub- Catcgnry: Roof Ni:rtcrittL: Polyurethane I. SCOPE This approves l'utypru® A11160 a; ntana..ictarcd by Poly foam Products, Inc. as describt:d in Section 2 ofthis Notice otAcceptance. l'or the locations where the design pressure requirements. as determined by applicable building coda, does not exceed the design pressur_ values obtained by calculations in compliance with Roofing Application Standard RAS 127. for use with approved flat, law, and high protilc roof tiles system using PolypraatD AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift bused system for double patty systems 2. PRODUCT DESCRIPTION M :mufncturcd Icy Applicant Polypro® A 160 Fort ntpro4b RTFI000 Pro[ackt 30 S. 100 2.1 Components or products manufactured by others: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current •OA which list uplift resistance values with the use of Polypru AI 11 60 roof tilt adhesive. 2.2 Typical Physical Properties: Property TAU Density ASTM 0 1622 Compressive ASTM 1) 1621 Strength Tensile Strcnbth Water Absorption Moisture Vapor Transmission Dimensional Stability ni nterisinn. N/A N/A N/A ASTM 1623 ASTM D 2127 ASTM C 96 ASTM I) 2126 Test S(,ccificatlnna PA 101 l:xpirttiun Date: May 1 n3006 Itcsttlt+ 1.6Ibsi11.' 18 PSI Parallel to risc 12 PSI Perpendicular to rise 28 PSI Parallel lo rise 0.08 1.bs./rt 3.1 form / Inch Product Dc& iprinn Two component polyurethane Dispensing Equipment I)ispcnsing Equipment +(1,07% VQIUI1IC Ch:tn rr •40 F.. weeks * -6.11% Volume Chan •u • • • l iR iiLitx,. 2 vci.: • • • • • • • • • • •• • •• • • • • ••• • • • • • • • • • • • 000 • • • • • • • • • • • • • 000 . • • • • • • • • • • • • • • 000 • • Fronk Zuloagn, ((RC • ... • • • Peoduct Control Examiner • • • • • • • • • • • • • • • • • • 000 • . • • • • • • • ••• • IQI 003 07/23/01 HON 1.:09 FAS. 951 5T 104 PoIZLam Products,Tnc. ACCEPTANCE No.: 01- 0521.02 r u &... ♦ vet- - • Note: The physical properties listed above me presented us typical nvcrn:c values nl determined by ncceptcd ASTY1 tear methods and arc subject to normal nrnnufncturing ynrintion. 3. LIMITATIONS 3.1 fire classification is not part et'this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 PolyproG AN 160 shall soicly be used with nat. low, & high tilt profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing 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® A1•t150 roof the adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. M S 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'" "I" 4.2 Polypro® AH 150 shall be applied in cornpliancr section and the corresponding Placement Dctn' assembly's adhesive attachment with the use suflicient attachment resistance, expressed the uplift resistance determined in comp' Application Standards RAS 127. The tile assembly NOA 4.3 Polypro® A1-t 160 roof tile adltcsiv accordance with Roofing Applic Polypro® A.1-1160 Operating t• 4,4 Installation must be by a Far by Polyfoam Products, Inr applicators to the author 4.5 Calibration of the Foa' any adhesive. The rr be maintained tiety deliver 0.0175 to shall be approved. 4.6 Polypro® A1-1160 dispensing cquipm 4.7 1'olyprom Al 1160 • .. ... .. • ••....• ..... . . . .• • • • • ... .. . . . . . • • • • • • • • • • • • • • • ••. • . . . • • • • • • • • • • • • • • • • • • • ... • • • • • • .•. • • • • • ••• • • • • ••• • • • • • •• • .•. • . • • .• •• • • • •.• • • 01/23/01 uu N rn.1. •'• -• ' Pnlyfoam Products. Inc. 4.8 Tiles must be adhered in Freshly applied adhesive. Tile must be se: within 2 to 3 minutes aRcr Paiypro® AHIGO has been dispensed. . 4.9 PolyproG AHIGO placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile prolilc requires the speciric placement noted herein. Tnblc 1 : Adhesive f I:tccmcnt For Each Cunene "file Profile l'luccincnt I Sin:lc l'uddy Weight Two Pnddy Wcirnt Dutail h1in. (ylruins) Tilcl'rofilc Fiat. Low, High Profiles High Profile (2 Piece Barrcl) Flat Low, High Profiles Flat, Low. High Profiles 1l l f/l >y3 • • • • ACCEPTANCE No.: 01.0521.02 35 L7 /side en cap and 34/ an za 5. LABELING All Polypro® AH 160 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 or this system. 0110 • • • • • • • • • • • • • • •.• •• • •. • • • •• • ••• • • • • • • • • • • 1 • .• • • •• • ••: ••• 4. • • • • •• • • • • • • • • ••• • • • • • 000 • • • • • ••• • • • • • • • •.• • • • • • • • •• • • • • 00 00 • • • 000 • • per ',tidily Min. rnmi N/A N/A N/A • • • f•,rank Zuloaga, ARC Product Control Examiner 11 blvfo'".n; Pro ducts. Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ar17r.M1 na.1 A+Aug co eMM Uno•NYflW Ca.1 Cwr4 y�l 10 \ 4444140;411° .IA IlI I C..u1111 Aisle cones 14 1A Aim 1 QN Y11 yore L l 'a. v. ho• 7 IA. Iuel;Iwnn x11.1 ? Mei ( L ..11 rk1( Ln two Ia ∎q Inr• *whin IIM�I .71 1 w sWI rash 41134.1g/11 Awl. 1 NO Awl. R 00' COMM Pw WI{I .. Ally Al a • • • • • • • • . ) ••• . !LnIn•y► Nil 11r... . k.. 17 dn y1u. wow N r.4.d w1/1 w pm w. 11.14 MAW Ow tie. Tan twos . 30.14 +..II. . 1014.30 lain. .pulc � **11 .-rTh 4 1 4 ;p40 ° ) P- Loos MUM stet c91+M .N & I 1 wow worm 6/ M IW. I I W IM d • /•1 I.11 W 111 H7 , [r1 c1.IwI W.Ilheh row. " r le1• nom) ••• ••. • • • • • . • • • • • • • • •• • • • • . • • ▪ • • • • 'RankLulcaga, RRC Product Control Examiner • • • • • ••• • •• • •• • • • • • • • • 4 . . • •• • •• • ••• • • • • • • ••• • • • • • .: • • • • • • ••. • • •. .• ACCEPTANCE No.: 01- 0521.02 • . • • • I riot 07/23:01 kON 13:1U r 44+ polvraam ProduclS, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGL1•: PATTY G ACCEPTANCE No.: 0 - 052 I.OZ Frank Zuloaga, R.RC Product Control E nin(;r 07/23/01 HON 13:10 F,.I 954 578 ioi Zj yi nl o�t Products, hi ADHESIVE PLACEMENT DETAIL 3 DOUULE PATTY Nall lhraugh ;tactic cement Sinalt ;eddy on lop of the Slnab paddy under Ule Gee num Nall Intau0n PI,ctic cmcnl Em Crane NaJ% t ugn;laclic:mmint Undltteyneal �fln.1Yn. <In. Slnyle � giddy an under leym•nl single N dy under file Gre Caen Ear C to r x e • • • • •• ••• • • • • • • • • • 7 ... • • ACCEPTANCE No.: 01 -05: .02 • • • • • • ••• • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • ••• • • •• • • .1 1 • .• • • • • • . • ••. • • • • • • • • • • • • • • • • • . • • • • . • Frank Zulonga. R &C „Product Control Ex:mint; Shale ;lady anger file Smite paddyeetreen 10e 2,ce Tin. medlars she play ores Coano ony Feeds Wtepholt lirr tbeun Drip edge Ra.r Z }I u4. au,' 44 .4,. " 4 ' rS Pro�luCtS, !tic. ACCEPTANCE No.: 01-0521.01 Polyl',:atrt I. Renewal of this Acccptancc (approval) shall be considered alter a renewat application has bc_n filed and the original submitted dectimaets, including test- supporting data, engineei documents. arc no older than eight (K) years. 2. Any and all approved products shall be permanently labeled tVitlt the n}anulaeture:r's n:1tnt:, city, state, and the following statement: "Miami-Dade County Product Cutttrol Apprcvat ", or as specifically stated in the specitic conditions of this A :ceptatce. 3. Renewals of Acccht:,nee will not be considered in a. There has been a change in the South Florida Building Code affecting the evaluation cf this product and the product is not in compliance with the code change. b. The product is no longer thc saute: product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this accepuncc, including the correct installation oF the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Ahly revision or change in the materials, use, and/or manufacture of t he product or process shall automatically be cause for termination of this Acceptance. unless prior \vrittcn approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for n:movaI of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, fur sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the ivords Miatni•Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notico of Acceptance is displayed, then it shall bu done in its entirely. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer nerd not reseal thc copies. Failure to comply « any section of this Acceptance shall be cattle for termination and removal of Acceptance. 9. This Notice of Acceptance consists or pages 1 tltrough.B. END OF THIS ACCEPTANCE .• ••• • • • • • • •• •.• • . • • • • • • • • • • •a • • • ••• • • • • • • • • • • • • • • • • •• • • • 00 • • • • 000 . • • • • ••• • • • • • • • • • • • • ••• • • • •• •• • • ••• • • I. rantZuloaga, RAC Product Control Examiner • • • • • • • • • • • • • • • •• • 3Z5 t T/ Q 3 MIAMI IL !-� BUILD r ' ' ' TMEN 305- 795 -2204 Building Inspection Request Date 813 Type Insp'n 71(1 Ca p fbc r-f op Permit No. B1 IC Name WPB2€iJ Address 1 22,3 NF; c , S Company IC-Cl(LOIet Phone # p Inspection Date P1/4 prove Correction ❑ Re- Insp'n Fee ❑ ---0vi J�� c �j 4 -111 ( l - / Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -1087 Printed: 7/25/2005 Applicant: WARREN SCHATZLE Owner: SCHATZLE EUGENIA JOB ADDRESS: 1225 NE 96 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060143800 Building Permit Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: 5 6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 11 & E25FT OF LOT 12 BLK 83 LOT Fees: Description Amount FEE2005 -10058 Submittal Fee ($50.00) FEE2005 -10119 Building Fee $350.00 FEE2005 -10120 CCF $11.40 FEE2005 -10121 Training and Education Fee $3.80 FEE2005 -10122 Technology Fee $8.75 FEE2005 -10123 Scanning Fee $3.00 Total Fees: $326.95 Total Fees: $326.95 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/18/2006 Construction Value: $18,900.00 Work: TEAR OFF EXISTING TILE AND FLAT ROOFS. REPLACE W/ A NEW ALTUSA VOLCAN SPANISH S COLOR THROUGH AL LTHE Signed: (INSPECTOR) AUG 0 3 PAID c. - 60s1 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: OCT 9 1°,IP 0 5 2005 MIAMI ORES ILLA '`BUILDING DEPAIRTIVNT � 305-795-2204 Building Inspection Request Date l J Jcs Type Insp'n t 20cF Permit No. 13 1 057 Name Address I ZZ.g 9 vt Company �A A� 1 1 Phone # (786) ZT7 — 9S40 Inspection Date I 0 4. 05 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 4) 26 � � .p 51 76 2 p 27 1:7, 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 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 II ,y 50 75 100 - � SITE SPECIFIC INFORMATION Owner's Name Eut-IF--totA `x= ti u - ri. e- Permit # VrI"' - iQ 7 Job Address. 12,1.5 tJ E= w & 41f. J.-t 1,1 at t ; h l f T=1 Roofing Contractor IX dal- IIkc. K� 42 t I @rz Type of Tile: 'S ' i S v 5 t " V 'km - Date Installed: - `" -F _ Approximate Roof Height: 12 ' feet Roof Pitch: �' ' ' l Z Type of Access to Roof: Scaffolds ✓ Ladder Other Approximate Square Footage of Roof 41 G Qo ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion100 Date Tested "1 '30 -‘ Vi\-e a V Civil Engineer: Lab Certification # 98- 0608.04 C State of FL Certificate Authorization # 4100 ` T 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 P.E. --63 /07- TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMITTED BY: Project i.o 3 2 i NOTES' fa SKETCH OF ROOF .AN- Q .2 0111/M1 L. NSW/ arm ,ti fi ' W l 16'11111E1 -r 11111 NM MI JOB 2:2- 5 14 y IT. i 1•I f A lt_4 SHEET NO ' 2 - Of CONTRACTOR , R 0191 4 •..i c, CHECKED BY DATE SCALE mmmill11111 mmummoraimmotirenr 111111111111 iiIL ___111•111C ! 40%•111 _11111111010111111 112111CMII• NOWANIPSIMILIMINFANCILMMISIN __ Imo ITI �� 1$1 MIMI _ — Phone # MIAMI SHORES VILLA t BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1Z-1 Type Insp'n ' €, 'f P( V L7 C. \ Q Permit No. PO S " COM 10 -7 Name rcack. Address 1225 N , 5 q 3 Company � ,/ �Le} . Inspection Date Q Approved Correction ❑ Re- Insp'n Fee ❑