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42 NE 97 St (7)\ 0C. Date >�, Typelnsp'n Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request /! L /t/— Permit No. i3P octe — 15- Name Address 4 4/40 Company Phone # Inspection Date 0 Re- Insp'n Fee re 5.5 NOTICE OF COMMENCEMENT PEAr.1rT No. TAX FOLIO NO STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that Improvements will ba made to cenaln real property, and in accordance with • Chapter 713, Florida Statutes, Ina following Information Is provided In this Noilce o1 Commencement. 1. Legal descnptlon of property street address: Interest In properly: Nama and address of fee simple itilehoider: 5. Surery:(Payment bond required by owner from contractor, 11 any) Name and address: Amount of bond Lenders name and address: 7. Persons wfthln the State of Florida designated by Owner upon whom notices or other documents may be sery by Section 713 . 1 3(1)(a)7., Florida Statutes ed as provided Narne and address: — �- - -- 8. In addition to himself, Owner designs the following parson(s) to receive a copy of the Uenor's No Sa-ction 713.13(1)(b), Florida Stazutas Notice a� provided In Name and addraz3: 8 Expiration 1 - �-- -- date of this Notice of Commencement: (tfte e plratlon date Is 1 year from the date of recording nls diner@ seta s specified) a Prl ere Nam Swotrt to and subscribed before me this Notary Public Print Notary's Name day olV ,te) if STATE OF FLCkILA, COUNTY U. DADE HEREBY CERTIFY that th, I.!, a true ca:r y or rile crtgtn;;l hied ;n tilts office on 3 0 r ay o/ A U 2t) l� Llo TNESS t,ty ltan( an i — t Ofr,c�at S,•a /. Hr1R1'EY CLERK, orCucud ant;;ounP 0y County Courts D.C. 1 IOIIOI il1ll [ ICI fiilll I I gllll O�III i1011 I��I iF- 2 y _g 0 mot- IF9 :L IC . "' a 7 -e 51_Y 0 R EC OF:DL1 11/ 30/20 2i :tU:tiS HARVEY RUVIHr CLERK OF COURT I`IIAIII - COUNTYr FLORIDA LAST PAGE Prepared b /401 ' . r 0 GOD WE 1RUST/ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004m1547 Printed: 12/2/2004 Applicant: ERIK Owner: BRUNO JOB ADDRESS: 42 Contractor OBENOUR ROOFING Local Phone: 305 - 757 -2612 Parcel # 1132060130780 NE 97 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 7 & E1/2 LOT 8 BLK 6 LOT SIZE Fees: Description Amount FEE2004 -12083 Building Fee $300.00 FEE2004 -12084 CCF $9.60 FEE2004 -12085 CO /CC $50.00 FEE2004 -12086 Training and Education Fee $3.20 FEE2004 -12088 Technology Fee $7.50 FEE2004 -12089 Scanning Fee $30.00 FEE2004 -12090 Submittal Fee ($50.00) Total Fees: $350.30 Total Fees: $350.30 Total Receipts: $0.00 ;. Permit Status: APPROVED Permit Expiration: 5/28/2005 Construction Value: $15,560.00 Work: RE -ROOF WITH SANTA FE CLAY COLOR THROUGH Signed: (INSPECTOR) Building Permit BRUNO ERIK ST Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A -101 DEC 2 7 PSI® 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: 1 1 F 0 0 Ci Te oL /2/.?/°‘ State Certificate or Registration No. e-C- 'C- Type of Work: ['Addition Describe Work: Submittal Fee $.57),1--- Permit Fee $ Notary $ Training/Education Fee $ Scanning $ � — Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village ding Department ❑Alteration tnd Avenue, Miami Shores, Florida 33138 305) 795.2204 Fax: (305) 756.8972 Zip 3 Job Address (where the work is being done) 2 N e 97 57 ( fc City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO ✓ $ Value of Work For this Permit s,3 r4WG , Square Footage Of Work: Zoning Structural Plan Review. $ X10490 D s� 1 -51/ nn -� % '„ S Permit No. ster Permit No. umbing Mechanical Roofing Phone # /4' 7J — rd-0 Certificate of Competency No. Phone # CCF$ Technology Fee $ Zip 33,0 Contractor's Company Name O /0t/AL ;23491eptee Phone # 3� 74.,r ��-{, , p g Contractor's Address j/ Ai.e 6 4,fre_. 4- /oi Cit / /4444( ©© Sttate /� Zip ..3/°-3 Y Qualifier ( j yr * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ocopoo c itecY ArchitectlEngineer's Name (if applicable) a,7 0/ Phone # ['New ---, Repair/Replace ❑ Demolition 5 ' Bond $ CO /CC L� ,93yq 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 hap 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 a* applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 0 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 perso4 whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sit. for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this day of NN , 20 611 by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: u4-ixija Sandra D Hart - Cou.mission # DD 014872 ra ANi it 2, 2005 S s'•.� a My Commission Exp1 .ofF�. ,. 4, Mac tie Bocdinq Co, IA4 Bonded Thru Sandra U. Tnrt Print: ? : �(latrmiccum ii r)n 014R77 Chc 05/13/03 ` Expires A�f, 2005 My (:ommission Ex :..•• ` B � •�,, \`%' 2 .ttj t !AA�i • , !n Signatur **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Contractor The foregoing instrument was acknowledged before me this day of /4 , 20 D1, by who is per sonall own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC Sign: fdC�r�C� Print: fir1 WV 3 0 ""'Plans Examiner Engineer Zoning algal vuLoCITY xuaRialang zwilta TaiQUIRAD OWliuss NoTliozcATIGN ?Olt ROOFIY(.4 CQUeIDXRATION5 151 &cepa. As it pertaine to this seot.:_on, it ia the responsibility of tha roofinc..: contra;:tor to pro the owne!.- t.he req1,0,r roc,fi permit, and ro explain to the owner the oontent of this aec--:ion. The provieions of Chapter 25 Qt the Florlda suildin9 code, .Sui_ing govern the minimum requirements and atandards of the indUscry for roofing ayacem installations. Additionally, the following items should be adclbssea as p ,,, of c h . -, agramallE , ,7, , wner and the contractor. The owner's in the dealted space indicates that the item has been e:cplainao. 1. Aesthetica-worldloiariahip The workmanship provisions of C hapter is (migh Velocity liurricana zone) are for the purpose of providiny that c h e roofin9 e3y4tem che wind i . and water inc.rusion 1)orTrant standards. Aesthetics (appearance) are nc;t: a consideration with respect Co workmanship prcvisions. Aeachatic jaaues 6 as color or arch:itectural appearance, chat are not par: of ,a zoning code, should be addressed a4 part of the agreemenc the owner and the concraccor. Roniailiag wood DtackAi When replacing roofing, tti w.xietin0 wood root deck may have to be renailed in accordance with the c provisions of (2 hapter 16 (High Velocity Hurricane Zones) of the. (The root deck is usually concealed prior to removing the exieting toof system). 3. Comelon Roori; Common roofs are those which have no visible • . • delineation between neighboring •uits (i.e., townhouaes, condominiums, etc.). In buildings with comm 011 r001f5, the roofing contractor and/Or owner should notify the occupants of adjacent units of roofing work to be performed. 4 Expoatd ctiliagol Exposed, open beam ceilings ura where the underaide of the •roof decking CAR be viewed from below. The owner may wiah co mainnain the architectural appearance; therefore . roofing nail penetrations of the underside of the decking may not be acceptable. The provided the option of maihtaining.thia appearance. Pd4diug Wafer; The current roof system andlor deck of che building may not drain well and may cause water t.o pond (accumulate) in low- lyin9 arena of the roof. Punding can an indication of structura distreee and may require the reviaw of a professional structural engineer. Fording may short the life expectancy and Performance of cl.le new roofing ayatem. Ponding oondiCion may not be evident until. the original rooting sylitem is removed. Ponding condit:.one should be oorrecr,ed. 6, Overflow Scuppara (wall outlet) ; It iE rqui re that rainwater flow off so Chat the roof is not overloaded from a buildup of water. Perimeter/edge walla or other roof extensionl: may block this diechar9e if overflow scuppers (wall outlets) are not provided. IC may be necessary to install overflow souppere in accordance with ittw requirtmentt of; 7. Vexiilation; Mo6t roof etruccures ebould have tome ability co yen:: natural airflow throuQh che interior of tho structural asaembly (che bu Th ildin9 icaelf). The existin9 amount of attic ventilation ahall not be reduced. It may e* beneficial to consider additional venting whi h Ciao ft 14.1t in ecend419 the service lift'of che root. :411 . 6 '-ge,emtrirrgnat:ure Date COntr4CtOr'e SignaCUre ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 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 identi dimensions of elevated pressure zones and location of parapets. 11111111 ■■11■■111111111■11• ■ ■ ■ ■ ■ ■■■•1111■111111■ ■ ■■ l# ■ ■ ■ ■ ■.YI �1111111111• ■11111111• ■11••111111 111■1111111 ■11•fI1•f1111II11IIIlIi11• ■� ■1111■■ ■�■■�■■11111M J■ ■ ■■ �■■■ ■■■■�-� r ■ ■f �■■ ■�■ •11.111111111111u■■■■�u■■■111�1■■■■l MIIIIl�uuu■�■■11�i1l MI sol 11h�11■■■ 1111 �■ ■lam ■ ■ ■ ■ ■11NO ■111 lu■■■■■■■■■■■ IN■11111•■11Y ■1111111111111111111 ■W■�1111i ii11If•INii11■•II.1111f11 11• MEM 0111111111111111111111111111111MIMMIUMMOMMOINIMIUM111111111111111111111111 ■•fir• ■ W ■ 11111111 ■111111■■11'I•111111 ■ ■11■■� x'11 I1 IIII1 1♦I11II• • ■f1 OMMIN■ ■ ■ ■■ ■�� ■ ■� ■■ ■• 11111111111 ■■■11 \�11 1111� 11 � ■■■■ ■1111 ■ ■■11■11• ■ ■1•!�•■ ■r ■■ ■1111111• ■;1.11111■ ■ ■■ mill 1umun■►!►,i11••■ ■1111•■■ ��Esso 11 ■ummirt�1■ ■ ■■11 ■■ ■111111.11111111•�u WI��� �11 ``■■11■■11111111■1111■111111•■■ �I1111111111• ■■�11■■I�■Y7 u ■l�ll•■■r ■■ ■m��•■ •■■ ■1• \\•11■ alfilp •i=■ ■■■iiu�ii sumo ■■■■■■■■■■ ■■■ ■■1111 /Ar•■■I•■ allI 1111 �■ ■ ■ ■■IM ■■ ■IIMM •1111 ■ ���•■•111111I ■ 11 ■I■ 11 11■■■1111• ■ 111111r' A1111■11111111 • ��I111•• ■• ■ ■I /- ■11 ■lei ■ ■ ■If ■ �C! ■■ 1111 ■I�11■ ■ •�� 11 • ■• ■111f11.11•�11 �■■� 1111 ■■��I�� "11111■1!•l! ■ ■1� ■ ■i mil MI•11r1 ■• IV1�n .�111,V�11\11�V��� =1I11�11���11�11■11 MN MO NMI �•�11 J liiti 11.11■►� 111111•511111111111111111111111111 111•I1111111.11'f1• ■1.111111 \1111U11 ■• 111111 •■1111■2111li11111111111 ■I■ 11■■ MUNI ■■■ ■l�� rso■ mumm 11 I#■�■■1!■■■11A■■■�' ■■■ 1111 ■ ■■■ ■■■■■■■■■■■�I■Itimm'i■■■■■Ilt 1 �■■111�■■■■■■■■■ 11■ ■■�1I ■el Ng11■I��I■11411■1■■1 iiuiui■ ■ ■ 11 •X1111111• I•I•! ■■11w r■ ■■■■■uNN■■■�■ EMI •IIMIIP IMMIr■ ■1 •■■■�■■■�■u■■■�1i11■■��■■11�■■ IIIIN ' ®11•■•l ■ 11MIMIM1■ I1•■ ■■I1•■■■I111•11■■■■■■10111■■■■11•1111u11•■■ 10111■■■ ■ ■ ■• ■ ■ ■1•■ ■• ■ ■ ■11 ■ 11111 ■ ■■ ■11 ■•■1111111111■• MINN 111111■ el•■■■ 11• ■■■1111■■l!■■■11111■■■1111.■■■■■ ■111111■■■■11•111111 ■ =■ 1111111111■■11r11■ 1111■ 1111■■ 11111111■■ 11111. 1111111 ■ 1111■ ■■ � ■■I1•■ ■■I 1 •■■■�■■■■■■l�u■■■■ ■ 1 ■■11 11•_111111_11■ 111111111111■ 1111■■ • 11111111 1111111111■1111111111_■�1 ■ i� ■ ■ NMI � NI 11 ii 11111111 ■ 11 �1111�11111111�����u�11�u 1 �� 1111 • 11111111111111.11111111■■■■1111•111.1MINI IMMINI IMIN ■■■■■■■■••11■■■ IMINI 1111■•MIIIMO1111111111i11111■• ■1111111111.1111111111 f•■11.11■l MN ■■■■r■■u111111I11t■■■ ■■ 11■ l■ ■■■v■■1111�11■■■■■r■■■■■1ENEM■■■■, ■— 1111 ■I. 1111■ 11111111m - 1111 -■11■- 1111 - 1111 - 1111.11111 - 1111 -1111+ 1 Section A (General Information) Permit No. Contractor's Name: OS g A/® ciez e X641 Job Address: Low Slope n Asphaltic Shingles Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application ) 11 C I n New Roof Er Re- Roofing ROOF CATEGORY Mechanically Fastened Tile Metal Panel /Shingles ROOF TYPE Prescriptive BUR -RAS 150 1 Recovering I I Repair n Maintenance Mortar /Adhesive Set Tile Wood Shingles /Shakes _ —c ^elne Florida Building Code High Velocity Hurricane Zone Uniform Edition 2002 Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: G 4'F NOA No.• Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3( " Max Design Pressure, From -the Specific NOA System: £ Z. J Deck: T ype: Gauge/Thickness: 1z/ Slope: �� �� Anchor /Base Sheet & No. of PIy(s): -/ // 4 5G Anchor/Base Shee Fast er /B n in M terial: /� / �y 'v Insulation Base Layer: — ha y4Nvre , 4 -/'f Base Insulation Size and Thickness: " w `/X - Base Insulation Fas 7 1- Top Insulation Layer: Top Insulation Size and Thickness: Top InsulationFa /Bonding Material: & No. OW Base Sheet(s) �4 (s ) o. of Ply(s)5 '// v-ENf' Base She t Fastener/Bonding Material: � I4 /) Ply Sheet(s) & No. of Ply(s): F y Ply Sheet Fastener onding Material: Top Ply: 0 //) P'r r, 6/ Top Ply Fastener/ nding Material: 7fr't V - f / Surfacing: E61/tr Cr Lz. C � .log _- � �1.6s�� f ?e/it / ( 7 ` 8 6 7s �( Section C (Low SIo ener /Bonding Material: - 4 -c 4 >' ed Roof Sy stem Fastener Spacing for Anchor / case Sheet Attachment Field: 9 ° oc © Lap, # Rows . @Y__" oc Field Perimeter Corner illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. ‘ J A C Y -e L- /12 jA / 'r(le - 4 m/yr .24 alXr.vf -/),- rr o�C FT. )/4 e lg 1 Mean Roof Height ° /L J4-(K re• _ � Perimeter: L ° oc @ Lap, # Rows_ Corner: C' " oc @ Lap, # Rows @ C " oc Y/''' 9" Number of Fasteners Per Insulation Board pet • S.YEci YyoI/ r— _ J i1_ —FT 9,1 • goo Roof System Manufacturer: $44 4 • Notice of Acceptance Number: OD / • Olo inimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P:3 a P2: 2 4'o 6 P3: eXoe Maximum Design Pressure (From the NOA Specific System): ' Method of tile attachment: r • A CA Roof Slope: 4 "4- :12 '123 01 -48 5/03 PAGE 4 1 Florida Building Code Edition 2002 High Veloclt, Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation: Ridge Ventilation? Fire Barrier: Mean Roof Height: 1/ Anew 4 2 ? 6 .W'3 o astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covering: ' .'. '3 _ , 4 - 5 ® L -4 7 14 Wes. r c„,(4. eine Type 84 Size Drip Edge: a is 20 Qw• �� �' 23_01 -48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tiles 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 Ls acceptable. Method 1 (Pt: • s X *MI >= (1. ' ( P 3: z 3. s)A / Section E (Tile Calculations 1 ent ]Based Tile Calculations Per RAS 127" / -Mg: ( M s� =, .r•; 1y NOAMr4 /7 -Mg: Lea =MrJ O- NOA M 61.7 )- Mg: ��� =M..:� NOA 9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (1194.) From Table Below NOA 119E *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' wth 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 x = x w: = ) - W: a cos 0: = F (P : z l: = x w: = ) - W: x cos 0: = F (P3: zl: = x W:= ) - X cos 0: = Fr3: NOA F' NOA F' NOA F' M Required Moment Resistance` Mean Roof Height - Roof Slope I 15' 20 ' 25' 30' 40 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 k12 30.4 32.2 33.8 35.1 37.3 5:12 2.8.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 23_01 -48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tiles 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 Ls acceptable. Method 1 (Pt: • s X *MI >= (1. ' ( P 3: z 3. s)A / Section E (Tile Calculations 1 ent ]Based Tile Calculations Per RAS 127" / -Mg: ( M s� =, .r•; 1y NOAMr4 /7 -Mg: Lea =MrJ O- NOA M 61.7 )- Mg: ��� =M..:� NOA 9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (1194.) From Table Below NOA 119E *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' wth 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 x = x w: = ) - W: a cos 0: = F (P : z l: = x w: = ) - W: x cos 0: = F (P3: zl: = x W:= ) - X cos 0: = Fr3: NOA F' NOA F' NOA F' Where to Obtain Information Description Symbol Where to fund Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mcen Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance M NOA Required Moment Resistance M, Calculated Minimum Attachment Reaistancc F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA The Dimensions All I= length w° width NOA calculations must be submitted to the Building Official at the time of permit application. 23_01 -48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tiles 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 Ls acceptable. Method 1 (Pt: • s X *MI >= (1. ' ( P 3: z 3. s)A / Section E (Tile Calculations 1 ent ]Based Tile Calculations Per RAS 127" / -Mg: ( M s� =, .r•; 1y NOAMr4 /7 -Mg: Lea =MrJ O- NOA M 61.7 )- Mg: ��� =M..:� NOA 9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (1194.) From Table Below NOA 119E *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' wth 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 x = x w: = ) - W: a cos 0: = F (P : z l: = x w: = ) - W: x cos 0: = F (P3: zl: = x W:= ) - X cos 0: = Fr3: NOA F' NOA F' NOA F' 0 MIAMI•CAOE PRODUCT CQNTRO>C. OTY� OF ,�� .EPTANCF; Santa Fe Tile Corporation 10302 N.W. South River Drive, B:ty #16 Medley ,FL. 33178 Your application for Notice of Acceptance (NOA) of: SpAnish "S" Clay 'g'IIe 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 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, use of such product or material immediately. 8 CCO reservers then ght to revoke his appro al,,�if it e determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO,: Q0_12112.06 EXPIRES: Q2i(11/2001 Raul Rodri,gucz Chief Control Division THE CQVF.R VIE ET SEE ADDITIONAL PA ,FS FOR SPEC11rYC NU CFh'� 1t�1I. CO __La31 k .S 1) O .T REV! - w C01 11TT T'nis application for Product THIS 1 Code and Product Review rr t has Commitltee tee to be forth above ade Count l APPROVED: I/2 1ts04500011pe2000Wemphieskrimec 6mnce cover pagQ d Internet mail address: postmaster (�buildingeooeonline.cornt MIAMI-DADf COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING COD COMPLIANCE OFFICE METRO -D.\oC r�LACLCIt DUILDl \G 140 WEST FLAGLER STREET, SUIrr; 1603 NIIAM). FLORIDA 3)130- 1563 (305) 375.2901 FAX (305) 39S -2903 CONTRACTOR LICI NSINO SECTION (.0$) 395.232 FAX AX (3051 - 2558 CC) rla AMMTENTb b"ISIO�' (JQS) 373.2966 SAX (3Q) 373.2908 riaootlCr CONTROL DI'•ISION (305) 375.1902 PAX (709) 372•633y " been reviewed by the 3CCO and approved by the building used in Miami t orida under the conditions set Francisco J. Quintana. R.A. D ireetbr Miami -Dade County Building Codc Compliance Of(icc Homcpac: hti , be1( ding cod eon line.com NT FE T!L E COJE�ORATION ACCEPTANCE Nog : 00- 1212.Qi ROOFING ASSEMBLY APPROVAL, Ciq tc.°2_r': Roofing Approval Date: Fcbru Sub- Catemorv: 07320 Roofing Tiles Expiration Date: cbr at 1.2006 Materials Clay Roof Tiles Deck Type: Wood 1. SCOPE This renews a roofing system using Santa Fe "Santafe 'S" clay roofing rile, manufactured by Santafe Tile Corporation described in Section 2 ofthis Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, Fo locations where the design pressure requirements, as determined by applicable building code. does nor exceed the design pressure values obtain by calculations in compliance with RAS 127 using, the values listed in herein. The attachment calculations shall he done as a moment based system, 2. PRODUCT DESCRIPTION Manufactured by Test Product Annlicant s t mCh!t � ---- -4.�.. S ecificntians Dcscri t n Santafe 1 S' Clay Roof Tile Trim Pieces 1 x varies �d = varies varying thickness PA 112 PA ! l 2.I COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dime ons S�tecircatioe Tile Screws 8 ;t 2_ i long PA u Description Mar__ 0.130" shank dia. Appendix E Stainless Steel generic 0.178 flute dia. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance, 3,3 For mortar or adhesive set the appltcations, a static field urlirt tcst shalt be performed in accordance with RAS 106. 3.3 Applicant shall retain the services Of perform quarterly fest in accordance with PA Certified Laboratory to submitted to the Building Code Compliance Offic - reswa (tall be 2 One piece hioh profile clay roof rile equipped with two nail holes. For nail - on, mortar set and adhesive set applications. Accessory trim. clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tilt profile. uioaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment- Mf (f4 -Ibf) For Nail -On S stern Tile Profile rile Application Two Nails One Screw Two Screws One Screw w/ Cli . Two Screws w/ Clip_ 57.60 Santafe S Direct Deck 21.8 29.1e ! 38 28 57.31 Satter's Adhesive Set 61.9 Direct Deck Battens 61.77 _ 1 _Approved sc_tsfs as noted 'Product manufactured by others' Table 2: Restorin Moments due Table 4: Attachment Resistance Expressed as a Moment - M (ft -ib1) for Mortar or Adhesive Set S stems 7 ;92" ®r r ater Tile Profile .,; " a 1� Tile _Afiplicatisn Attachment Resistance Santafe 'S' Direct !Battens i 0, Deck I Deck E netts Moner set _. 23.6 Adhesive Set 61.9 Table 2: Restorin Moments due to Gravity - ,� 5 :1a" M -Ibf) 6“:12" 7 ;92" ®r r ater Tile Profile .,; " a 1� ... � .92" 11 N �, 12 Battens Direct !Battens i 0, Deck I Deck E netts Duet Deck Battens Direct Deck Barters Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 I 5.85 5.82 5.73 5.69 5.56 5 53 i 5,32 5.29 5,03 NIA Table: Aerodynamic Multiplyers— .(ft') ).. (ft) Batten A. •ligation X (f Direct Deck Tile Profile Santafe 'S' 0274 0.297 • e 7f� .1E CQRPO A1W • ACCEPTANCE No. : 00. 1212.06 3.5 30/90 hot mopped und@tlayment applications may be installed perpendicular to the roof slope unless started otheronse by the underlaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1,1 Santafe 'S' and its components shall be insulted in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 1 19, and RAS 120. 4.1.2 Data For Attachment Calculations 3 rank Zuloaga, RAC Roofing Product Comm! Examiner SA TA CORPORATION • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the rnanufacturer's name or logo, or following statement: "Miami -bade County Product Control Approved ". 6. 113U1CLDENG PERMIT REQUIREMENTS 6.1 Application 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 Cede in order to properly evaluate the installation of this system, PROFILE DRAWING SAYTAFt 'SANTAFE S" CLAY ROOF TILE Cdr - 4 ACCEPTANCE No.: 00-R282.06 Franc Zu loaga, Ft13C Roofing Product Control E. miner • SAIYTA)F1E TILE CORPORATION ACCEPTANCE N. 00- 1212.06 QQTICE OP ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation. including test supporting data, engineering documents, are no older than eight (8) years, 2 Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following staternenC "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: e) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation ittitidly submitted, is no longer practicing the engineering profession. 4 Any revision or change in the rr.aterials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Mjsuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami - Dade County, Florida, and followed by the expiration date may be displayed in adverusing literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer, g Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance, 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE 5 Fran l e �uloaga, gtAC Rotting Product Control Eitarniner +:f TOTAL PAGE . 09 a MIAk'I A inin \PPROVFr); 06/14/2001 ' i\ s IS accecun<a Co., r (:ltc our Intcrnrc ,nail addrosi pnSlmnslCr (n�huiWiusencic:rnlinc,cUrn 10' d r8r88S,LS0£' 0.t 7 + r 5=: >_gr_,'at:;nC rvL.lrv.t ll PRODUCT CUN'1 LN OT1Cr Or .A.CCL1''1 Pnryfoam Products, Inc. 2430 Spring- Stucbner Ruud Spring ,TX 77383 -1132 1 he expense of such testing will be incurred by th:: manul':u1urcr• � I ACCrlTA.NCJ: NO..: 01 0521.02 I EXPIRES: 05 /I 0 /20116 MI - DADE COUT(TY. FLORIDA NIETRO.O \1)E FLAGLeR BUILDING nuILDIN , CODE COf\IPLIANCE OF110E NIETZO D.\ur, r1. \ct,rR Dult_DIT)c1 1.10' FLAGL.ER Srrt 1'..N,'!T 1; 1003 till: \III, FLORIDA 33IJ) -IS6) :13) O(ui)75•')i> (.ONTlt. \C I'UIL 1.1C!',NNING 51:C'I'IUIv ( )U5)J 21 VAX (3O5) Cc,N i Il•l(`I t)111'.`rl' QI I C� IIiiV ' I ' DIVISION !30 :I 31S -pi FAX ( i'ItODIJ(.:1 CONTROL DIVISION ot);) 1','S -?90? I A.' ()t15) .)7'? -oJ; Your application f,rNotice ofAcceppnce (TJOA) of: Two Component Polyurethcnc Foam Actlitsivc under Chapter 8 of the Code OrMinni -Dade County governing t11(2 u e of Alternate rvtalcrias a T i YPes o C Construction, and completely described herein, has been recommended for acceptance by the tN -Dade County I3ui!di Code Compliance Office (BCCO) under the conditions specilitd herein. • f !li >. NOA shall not be valid afccr the ex ;nation date stated below. f BCC() reserves the right to secure This product or matckrial at any time from a job5ite or manutat.turer's plant for duality control testing. It this product or material fails to perform iln the approved manner. BCCO may' re1/4.•oke, modify, or suspend the use of such product or material inirriedlate ly. BCCO re til4 right to revoke This approval, if it is determincd by DCC :O that this product or matenal fails to meet the requirements of the South Florida 13uildin6 Code, Raul rt.odrit;ucz Chid Product Coma)! Division Trr[S f,TM; COVERSlrrl'.T2SEE ADDITIONAL r>:t(;F.5 rO17 �r�rCrrrC nr r!vr AI- CON n lTIOivS ftIL,JDIN(; Ci)Dr. pct Pr fll'ST 12,EvJEW CON'IddITTEE This application for Product Approval has been reviewed by the BCCO and approved by the 3uildin Code and Product Review Committee; to 'Je used in Miami -Dade, County, Florida under the conditions. set forth above, l rr:mncisco J, Quinlnna, R.A. Director hvli�nli C);Id� Comuy fiuillling Coll& Compliance 0ilicc LA 002 14ninc): L: I, Ilr: /,rnw ,hu,IJingcn,lconlinc. con, 0 . : 8.1 rt :St r_I:1[t; 0 adt-J Dimensions N/A Po;unprocg 11.7f1000 N/A f Prol';icktC 30 5c 100 N/A \l./ 1111 1 1 - \3O 1 .'1.1 J' /1 J 1 t''I •' Pnl,yfnam Product" (pc, ACCEP'T'ANCE, No_ : 01. 0521,9:? ROoI INC; ASSEMBLY APPROVAL me tl Rooting Sut1- ^:rt�Cnr� Root Tilc' Adh1`;ive MLt lariat., Pulyureil,nnc 1. SCOPE This approves I'olyprue A1 as manufactured by P013'1 Products, Inc" as ,ascribed in Section 2 of thi f Acceptance. For the locations where the cle:sign pressure requirements, u determined >,y applicable building cock, does not exceed the design pressure values Oburiilied by calculations in compliance with Rooting Application Standard RAS 127, for use with cppruved tlitt. love, and high profile ,00ftiles system using PolyprA AH 160. Where thhc attachment cilcultations are lone as a moment based system t'or single patty placement, and its an uplil:l based system for double patty systems 2. PRODUCT DCSCRI.PT(ON Manufactured by Arp iWip t Polypro® AHI60 2.1 Components or prOcluets n inutacturcd by maters: Any Miami-Dario County Pniduct Control Acccptud IZoafTilc nricmhly having n current NOA Which list uplift resistance v;tlucs ivltll the use of Polypro Al I100 roof irlc adltcsiv�, 2.2 Typical Physical 1'r opertics: (Test ASTM D 1622 ASTM 0 16 21 Prn rsrt Density Compressive Strength T.:nsile Strength Watcr Absorption Moisture Vapor Transmission Dimensional AST1c 2126 Stability ASTM D 1623 AS 2 127 ASfiM E 06 ;-gt78^S�S0tC, C)1 . ,.L.C969S00 ,, 11 L1 l.l.'l 11\ l' •• Test anecificittions PA 101 Approval I0,ttc:.)nnc14 7001 li:chira i.lri Data: May 10 7.006 Resnik 1.6 Ib;JCt.' 18 PSI Parallel to rise 12 PST P!rpendiculir to rise 28 PS? Parallel to 0,08 i..bs. /F 2 3.: Perm / Inch Product Description Two component polyutetnaru Dli,pcnsiny lquipnicnt 0 E quips e +l.07 1 0 Volume Chance (Th. -40° r 2 weeks +6.0°. Volume Chance (1 i IumlcLty. 2 weeks.; "l . i�r711 t: Zutong,l. ItRC Product Control Lxominer c :. 1uda ,Jj r : S t 00117 20 d, Iri C. El ' d 1 [il 1110 VAN 2 .;.10 lU 1G rV 4?.[V�'.''t rr U41.r �..•,�. 1'oltfonm Products, 1»c• rat;:C[,PTaNCE No. 0f -0_ ;21.02 Note: The physIeni properties listed ntlove fire presented :r; tyl,iC;il nvernv vnlucs ns determined b. }' ncccptcd ASTM test ine-tlrods and 111'C SUbjc[I to norniAl twuiuf(Cturillc vnrintion. 3. LIMITATIONS 3.1 fire classification is not part or hi ar:cept.111CC I..cicr to the I'rcpar•1:u IZoof Ti c Assembly for lire; ratinu 3.2 Polypro® Ahl16Q shall solely be used with Ilat, low, R high We: protles. 3.3 Minimum undcrlivrncnt sl , +I be in Comc)liancc with tl•,c EZc ci in, Application Standard RAS 120. 3.4 Roof Tile manufactures aecluiri l; fur the tl3e.. or Polypro& A1.[100 roof tile adhesive with the'•r assemblie's shall test in accordance with PA 10 1. 3.5 Roof Tile manor c..ures acquirint', accept;tnc° for ttvc paddy OI:acemcr,t tti•iih the use of Polyproe •f1160 roof the adhesive t>,'ith their tilt :ISSelnbliLs shall test in accordance with PA 101 and with 5ect,on .0.4 as modified herein, , i- tv I tai S INSTALLATION' 4.1 Polyprolu &1-1!6C maid' be used with any roc( ass rnbly having a current NOA. that lists uplift resistr.ncc values with ti;c use or Polypro .AI l l 00. 4. Polyproe Al 011ll be applied in eompliance tvith the Component Application section and the correspond:no Placement Details noted herein The roof vile assembly's adhesive attachment with the use of Polypra2) AI-1160 shall provide sufllcten. attachrcnt r sistancc, c \pressed as an upltli based system, to meet or exceed the uplift resistance determined in compliance with Miaru - Dade County Roof Application Standards RAS 127, The adhesive attachment data is noted in the roof tale assembly NOA 4.3 Polyproe Al-1160 roof dle adhesive and its components shall be installed in accordance with Roofing Applicn6on Standard RAS 120, and Polyfoam Produces, [nc Polypro® .A.N160 Operating Instruction and Maintenance Booklet, 4.4 Installation must be by a Factory T-ained 'Qualified Applicator' approved and licensed by Polyfoam Products [nc. Polytoam Products Inc. shall supply a list of approved applicators to the autIl'ority having jurisdiction. 4.5 Calibration of the Foainprot9 dispcnsin; equipment is required before application or` any adhesive. The mix ratio between the ''A'' component and the "I3" component shall bc maintained w'. veer 1,0 -1.15 (A) : I 0 (0). The dispcuscs timer satinl be set la deliver 0.01 "a to 0. 1 5 !pounds per the as determined :.1 calibration.. No other settings shalt bc approved. 4.6 PolyproZ Al-l160 shill be applied with i o: tt'ff 1000 or Prol'a:.kS 30 & 100 dispensing equipment only, _ 4.7 Polyproei Alt 100 slralll not bC CNiro5cd peru11t) fly to sunIi 4 �� l trunk ZJloabn, RAC Product Ccri rot \SIt111ler 4J 78t'5SS,_S0C 001 t l_ " '`s6S 31.3 0JCIdd3 dd 'a 1 00072 ='.0 ti �H able 1: Adlresivr: 1'laccluent For Ench Generic filc Profile __ 1 Piuhly 1Nrciht per pndJy Min, rnmsl____ N/A NIA _ -- TileProfile I 1'Iaoelncnt t)ct:ril Single PJ,thly ‘Vu i:iitT \1i1t. (gr,r 35 17);idc on cap and Flat. Low, Hirsh Profiles ill '41 i-: Ii Profile (2 Piec4 Hari et) I Flat, Low, I'lieh Profiles k? 24 N/A F11c, Low, High Prp;ile T1 � __ 8 1 ..1 • 1111. 1 1 • 1.11 .1' :1.1. 0.1'1 ) 10 Pulyfolrtt Products Tnc. ru' t7E.3 8`'S1S0C 01 rlLCCS69S0t f.lL.l r11: !l r' noel X1.11.7. 1: • ACCEPTANCE No, : 01-0521 02 4.3 Tiles must be adLcred in rre.Oly applied 7dhcsivc Tile must L•e sct .within 2 to 2 rr.inutes after Polyprjo) A}-116'2 has been dispensc_d 4,9 Polyproe AI -11(30 pll?rccmcrt and minimum patty weight stall be in nci,ordancce with (he'Placemenc DetalIs' herein, l.1ct1 generic file prolilc requires Llic specific placement not. :cl hcrl_in. LABELING Ai! Polypro® AH160 coptainers shall comply wi:h th,2 Silindard Condtions listed herein. 6. BUILDING PERMIT R11QUIRCn9CNTS 6.1 As required by the Building Official or appiicble Building Code in order 10 properly eval late the inst liltlon of this systc.ry &1 .111 .) Frank l_uloaba RRC' Product Control l:xainmur 07.1 SS: cS1 0007 _0 ;�;IH 13 THU 17:10 4 5 $ fo.i2 g0 'd Poly(oan1 ProcitictI p114110 eetiSrf11 41.r• \ \ x „, • EpeCekria 0101 WAyMetticceo7e7 \ .••••••-• • U.1[00410 10In, I.. 00031 444' 4MIC11111; , r00 01101 AtesiNIE PLACEMENT DETAIL 1 SINGLE PATTY ,-(\d , N 5 ,- ,< K 7 , .,__ _,:,-....) ■„, ,--,.• '•••■..,`,.., ‹,0 ■ I - . ::-.K.r.,,5.1■3., Q . - ",>,......■,, , 1 ....-,:"7/ ' ■ I ...-4.; = ''''', , , , 1" :•'. 0.% ' ''C ' 1•4 00111004' ea,0 160110e leelos I 1 01.1ri■f P0.030..1.41 F1.0 :Inhr■ 78r38 01. r,Lr.0369S00 3 1^j1vq11 tqC \ h.: :0,400 . Itep apply I Ift tee frm -1r-pool.. 40.111C 1440n.' mine a • t1/4 ,o-vi •It 4 010 'MA 41 WI ripe ACCEPTANCE. No. : 01-0521.02 !It114 c90:000 F,o ileeue• OAF ,4g1 liFwc00,010001100100l0,ilion 101■; 0101(10 onl GOterl 0pel00 eeet, 1C:It ul, n In le Filt410s,11110 •JO 0 ( 100, Inat,i1 1. .111. UnJ0 • 8ellon411741= 040p 0100A0(ell1Om Ikf W0" 1..1 • Malt (OW Ilia, ••••..,,.. C • garitE04 1000 ))0 00 4 ei .„ C1•11 (nit die Vief teire••••„1 leciu 4 00.011 1 rid. 2010a g:1, ItRC r ocluc (:.antrot Examinc.r IiellIco ociemi AVPINp barlsr 0 , 104 0 1 1i4 lhal OINO COOS ODIJU'd8 dd 000:7 20 datf 4,J • 1),..) IfIL, 4, I • 4 03.1 J 10.14: roLir rtkviiL k. t. . Polyfolm Prochicts, HA mrough 1.)stk ry tnclih 14,1 1 In EOC ADHESIVE PLACk:NIENT DETAIL 2 Si f\JC LE I?AFTY t.1,4 Fsscb 90 d c'eresssoc Ol Cfl969SOC ACCEPTA.NCIL No. : 01-0.521.02 unr kutic t.ernont '41amcarlent s I„ jElotW; 7'k.) 6 Pladypinutr.n.d FranL Zolonva, RkC Produci (:olk(rol ExAmincr F41,11 Mephais 601W0 rcl(jt iI u oD1117. ad 9C.]:31 cec? FO Pah:lc:11m Products, Inc. "•"" I. ir 3 In, Sing o paddy on older lavnen1 Single poncy on top oil tile APIIESIVE PLACEMENT DETAIL 3 DOULLE PATTY hall through 917)11c cernont I I 13.t.th N*-. P nrir I lupdar 111g) 1 ) .-/P•,,, ..,, ‘I In, 1 NJONnieplitotem,m Sln pday or vodorlaymenl,/ Sin on / L.O•d t78t7.88S:LS00 01 2_0L7969S0C 6fictule lin,17 tn. median 1111 )ao4y LOV:4014 ACCEP FANCE, No : 9_1 1 .0f_22.1 02, )14)I iPtcugn pIc Sint114 0304y under II Undottaymerit Sin9IE 41' .. „%ft i ... 2 pade) hn 040(- 13yrilohl NS :rtr on top of Lt :Oulu Sihgla Lnder 11g Single paddy be rween !Iio s). Ehvol: In 7 In mid)vh1 nolOy ta•e oourlu un6 NCIA FrmiL Zulo:te,A, RAC Product COtua01 EN: 1 11 1. 1116r S.ni;In paddy cetao e r Ik ? In. t1in rneatam LI padvolvi, couric only 1 1-2‘ 4 ascli WerehoIe '6iva dont* Crip ODOddE dJ COO: drill l 3F.)17.1 d 1H101 ->< Puivfoan, Products, ins. I ACCEPTANCE No.: O1- O52(.02 4tcncwal of this Acccptancc (approval) application ilas b:�r i,lcd and rate original submitted l : ocurl :nts, ncludiny ;c >l gut l,orunS ale. Cn =iii Cr ny documents, nr n0 alder than eight (ti) ears, A:1)' and all appr3vcd pro4ucl5 SlLlll DC per:ll:tn :.(I)' tab Iii;, du: n1allltt:,CL i'Cr 5 Ilalll.:, city, ytntc. and the following !:,(then': `lianv Dart. Coen:) 1' o(Juct CJtltrt]i Approval ", or as specifically =cod in the spoil is conditions of tl.i . Acccptancc 3 Item :wall of Acceptance willi not be considered If: a, Thole has been a cl,:rnbc in the Suutlt FIc; d. 13uildulg Code SI talc evaluation of this product and the product is not in culllp!iancc ,v th ttte coo,: cll:ut�_',cti. b 'I'hc product is no Icn6ler the sante product (di tical) a; c1u one originally approved. c. (t the Acccptancc hglder has no complier! th all tJte r:e;uirentcnt, of this acceptance, incl,lding the correct i istallaticn of the prod.lct. U. The t:n who ort hall} prepared, siSned and sealeJ the rCuulred documentation Initially submitted, is no longcri practicing the cnSihCCrinu prol;asion I. Any revision or change .n ,11e ma:crials, use. andior manuittcturc of the product er process sha automatically be cause for lcrminat,on of this Acceptance, unless prior Written approval has been %quested (through the filin4 of a revision applicatiO1 with apprt:,priat,: ftc) and gralucd by tJlis afttcc. 60 ' 5, Any of the following shall be grounds for rcmo■al of Lilts AceLpI:1nee a. Unsatisfactory performa.ncc of this product or process. b Misuse of Jtis , \ccepl'ancc as an endorsement or ;e product. for sales, advertising er any other purposes ti T Notice of Acceptance nujnbcr precedcd by U. words NII;lni -Dade Comity, Florida, and (ol.owcd tiro Cxp..ration date inn b e displayed ilk •ldveitlSlll li ,ally Fort' °lc of Me Notice Or Acccptancc t, displayd, tltt;nl it shall be dope in Its cntirLny. 7 A cope of tills Acccptancc nsl\vcll as approved dri\.inss and other documents, vthcrc it applies, shall be provided to the ust:r by thq ntanulaeturcc or ;ts distributors alto 111.1 II be for inspection at the job sit. at all time. The engineer n.rd not reseal the col�lcs, >3. Failure to corn* mill any SCCttoil of t.lis Acceptance shall be cause for tenitieation and remo' al of Acccptancc. 9. This Notice of Accl'ptonce colj sist: of pages ! through S. S END OF THIS ACCEPTANCr, SOC 01 tHLCC9E� i ;nL: t�8>^` =1S�� " /_ulo:ga, RILC Product Cont Examiner cc)cud l LS:'t( COOF. 0 JJH M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ^. CCEPTANCIE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 (AHJ). 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 purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ 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: GAF Ruberoid® Modified Bitumen '.00f System for Wood Decks. 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this 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 renews NOA #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was revreweddiby 1raalk Zuloaga, RRC. NOA No: 03- 0501.02 Expiration) Date: 11/06/08 Approval Date:10/23/03 Page 1 of 32 APPROVED ASSEM it LIES Membrane Type: SBS IDeck Type 1I: Wood, Insulated IDeck Description: 19 / 32 „ or greater plywood or wood plank System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, ISORoc, BMCA EnergyGuard, BMCA EnergyGuard Composite, EnergyGard ISO, EnergyGuard RA Composite, EnergyGuard RA Minimum 1" thick N/A N/A Wood Fiber, GAFTEMP® Fiberboard, BCMA High Density Wood Fiber, GAFTEI® High Density Wood Fiber, GAFTEMP Recover Board Minimum I/2" thick N/A N/A Panic, Perlite, GAFTEMP® Permalite Minimum 3/4" thick Fiberglas Minimum 15 / 16 " thick Note: All insulation shall be adhered 1 the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20- 401bs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only sh 'l be used only as base layers with a second layer of approved top layer insulation installed as h e final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board o,i, all isocyanurate applications. Anchor sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; F: stening GAFGLAS® Ply 4®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor 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 Anchor 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 —45 psf, See General Limitation #7) N/A N/A N/A N/A NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 9 of 32 GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor 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 Anchor sheets attached to deck with Drill -Tec (GAFTITE) #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 Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) 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 —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTl'1'E) #12 or #14 Screws and 3" Plates, 8" 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 —75 psf, See General Limitation #7) (Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS STRATAVENT Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat - We1dTM Smooth or RUBEROID SBS Heat -Weld 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One or more plies of RUBEROID® 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD ®, or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb. /sq. ± 15%. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. NOA No: 03- 05011.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 10 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing 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 be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. 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 spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration (Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 TGFU.R1306 - Roofing Systems Page 1 of 55 Underwritem Laboratories inc. Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA G ill O !'1306 Roofing Systems Questions? Roofing Systems Previous Page "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypswn Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT R1306 http: // database. ul.com/cgi-bin/XYV/template/I.ISEXT/1FR.AM F/showpage.html?name=TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 7 of 55 Class C 1. Deck: C -15/32 lluicline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal /sq. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. eck: C -15/32 Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: — " Weathercote Low VOC" or "Weathercote" - 2 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropii {al Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. http : / /database.ul.com /cgi- hin /XYV/ template /I.ISFXT /1 FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not more than 1/8 in. 3. Deck: NC Incline: 3 Insulation (Optional): — Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Base Sheet (Optional): — Type 15 asphalt organic felt or Type G2. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel. 4. Deck: C -15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Shp Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: Mem brane: Surfacing: — 7. Deck: C -15/32 Slip Sheet: — Membrane: Surfacing: — 8. Deck: C -15/32 Base Sheet: fastened. Membrane: Surfacing: — Incline: 2 — a)Polystyrene, 2 in. max, b)lsocyanurate, any thickness, laid loosely. — "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb/sq or concrete roof pavers. Incline: 1/2 Page 9 of 55 One or more layers Atlas Roofing "FR50 ", mechanically fastened. — "EverGuard TPO Plus" , 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Incline: 1/2 — Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically — "EverGuard TPO Plus ", 45 mil. River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Class A - Fully Adhered http: // database. ul. com /cgi- hin /XYV /template /1.ISFXT /1 FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 11 of 55 Base Sheet (Optional): — One or more layers Type GI, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/urethane composite, wood fiber /isocyanurate composite. Base Sheet: — Two or more layers Type (32 or G3. Ply Sheet (Optional): — One or more layers Type G 1. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Karnak No. 97, 1-1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, 1 -1/2 in. min. Base Sheet ( Optional): — One or more layers Type 01, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. ]Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck: C -15/32 Incline: 1/2 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR A ME/showpage.html?name=TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 12 of 55 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G 1, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". 16. Deck: C -15/32 incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR ". 17. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G 1, hot mopped in place. Membrane: — One layer "Ruberoid Mop 170 FR" 18. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet (Optional): — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, isocyanurate, urethane or perlite /isocyanurate composite, any thickness. Base Sheet: — One or more plies Type GI or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: — One layer "Ruberoid Mop 170 FR ", hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deleted]. 21. Deck: C - 15/32 Incline: 1/2 http : / /datahase.tul.com /cgi- hin /XYV /template /LISFXT /1 FRAME /showpage.html ?name =TG... 10/22/04 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu1lding Inspection Request Inspection Date Approved Correction Re- Insp'n Fee Date Type tnsp'� P Permit No. f3P o q J L /3 - Name ?I 0 Address 4 2 N q 7 Si Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Budding Inspection Request Date Type Insp'n Permit No. a Name Y J »( Address `''r 2 - 1 �l I Company C. - 0--c tR Phone # Inspection Date Approved Correction Re- Insp'n Fee Correction Re- Insp'n Fee IAMI SHORES VILLAGE \" BUILDING DEPARTMEN 305- 795 -2204 Date Type Insp'n Permit No. 6 p Name 3 t) . Address � qi Company (r.,/ 0 `°"C Phone # Inspection Date 7/, Owner's Name and Address _.. Tiea.x1 R. Cla uS sen AP LDCATD N FOR E U LDDNIC PLE MOT Registered Architect and /or Engineer Name and address of licensed contractor 'Iradv Location and legal description of lot to be built on:. Lot Block .1 Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors Disapproved ( Signed) Chairman .. . Member _ Member .... MO MO SGT o R S VH=LAGIE BUILDING INSPECTION DEPARTMENT 0 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. Roo i.nf` & `,beet Date is 7 7. n71 b Street tal - 2 ('I5 1'> ''e 7'rd Street and for no other purpose. New Building___ t. -__ _... . Remodeling Addition X_ __.___..__ _ Repairs No. of Stories To be constructed of . Kind of foundation Roof Covering hltuo & Travel Estimated Total cost of improvements $ 2 5_Q .QQ Amount of Permit $____ 5_o1Q Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supple' ent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed z im in the work to be performed under this permit; and will post or cause to be posted for inspection the site of the work such publ otice or notices as are required by the Act. The undersigned agrees to employ only such su.• ontract qrk to be perform ;d :er this permit, as are licensed by Miami Shores Village. Remarks (Signe STATE OF FLORIDA, 9 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. Permit No 9_O/_t . Date 2 - -' - 6 ? -- - Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires . PLANNING BOARD DATE /3 ° .2 ,19 No 6 ' rcn r e pncourse to me well known, 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 impTH; for inspection or faulty materials and /or workmanship. Disapproved (Signed) MAAMO SH ®F V LLAGE BUILDING INSPECTION DEPARTMENT APPLLICATO Nl FOR z,L111LIDDNO PERMOT Application is hereby made for the approval of the detailed statement ur we plans and specifications herewith submitted for the build • in 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 cagy of approved plans and specifications must be kept at building during progress of the work. Date... I. ____.___..._.__... � p .. , 1ff. ,�._ � Owner's Name and Address ...�.7.�...�'.1.1. _ �.¢ � . � .. RIo...._ .......... _ .... ... St: te¢_../ g � �`• -'-�U� 0- Registered Architect and /or Engineer , ,. .:.. ..,..< ............... „,.....��, .. / Name and address of licensed controctor..... ..L..I y_.1<Ylc.� � n R > ! Ac. i. 1D lL) —? Locat a d legal description of lot to be bb ill on: Lot ... .4 .A Illock Subdivision. ,i . , / � .. / . ( � _ .L .ad ._.LJ....�> z2� 9 Street and Number where work is to be done 2. 4 __ .l..s -.t Kiwi ..Y Ar-ezi — State work to be done and purpose of budding (by floors) .. 9 ..... _.. ._........_._...._.._.._.._.._. Building Inspector _..__.... and for no other purpose. Ncw Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering '.1., C. . 5—% Estimated Total cost of improvements $ a Q . • oo Amount of Permit 5...s 3 /9 " g1 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 an specifications for said building. MI notices with reference to the building and its construction may be sent to.. a. .... ......... The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of l.tbur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida,■Prnnanent Supplement, and has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed tinder 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 v orb to be performed under this permit. as are licensed by Miami Shores Village. Resn.uks (Signed). r 70t STATE OF FLORIDA, COUNTY OF DADE. ss. Bcfore me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared O- ��•• 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, ti%d%bed d that e did sign the some, and that all facts therein by him stated q are true.. `QG� Permit No.._....s .9.4, .,” Date 42'J2 /_fi.i.• - - -_-- Read, Swo before me. Notary Public, State of Florida ARY PUBLIC STATE OF FLORIDA, My Commission Expires I�QJ pY cobbISSION- J1J 217I49$' PLANNING BOARD DATE BONDED THRU GENERAL INS. UtiD, Chairman Member Member Mcmbcr 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 Irmo the PLinnir,g Board. A re-inspection fee of 51.00 will be charged when auch re- inspection in made necessary by improper notice for inspe.iinn ea faulty materials and /or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORI! A ELECTRICAL ❑ PLUMBING ❑ PERMIT N° 9016 ROOFING Owner of Building Architect Contractor j or Builder Legal Lat ' 1 1 1 Description I Bl Address of Building Work to be performed under this Permit c Date Contractor's License No rJ 1 19 Subdi- vision Sq. Ft. ( �" Value of 11 Amount of Project $ 2 11 Permit $ 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 applica- tion 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 specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed:,- _4._ (INSPECTOR) BY 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. i CONTRACTOR or BUILDER BY AUTHORITY Date 7J6/9(f Architect /Engineer Bonding Company Mortgagor PIE "MIFF APPILIICCATIION FOR MIIAMII SHORES VIIILILACGJ Job Address /a ME 97 S '2 iz Tax Folio ' Legal Description ( II 4M, D P( /O"70 LOL / C E IS &oar.. c, Owner / Lessee / Tenant '7 tciK 6e,rkeG3 K t=/, U)kti Master Permit # Owner's Address aDO 0 / CV si,e4.44 (r)neovrSE Contracting Co. 11 INyL+�wwQ� ELK Qualifier Tile 14.) (iti alS■ SS# LO I -3 -!o Phone SC) o3 f & Address `$�o7 AJE a�� 2 i�4 i��Q,yx, s/tOrFS /� State # s4 40 :0 4 eMunicipal # Competency # Ins.Co. Address Address Address Phone Z9• /C, 7 / 75/ 36 36 C Permit Type(circle one): BUILDING ^^ E `` LECTRICAL PLUMBING /� MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION PrfOrE I.LR._GA.) Roc �C * , oirc ke de40, 4d,ht9 fa(.�ict pax/i(e eKN6 , 00 Square Ft. Estimated Cost(value) MO WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Signature ;V Contractor or Owner - Builder Date: ANOo_ .•A Notes i My Co Notary as to Owner and /or Condo President a A- to Ogn wmum ilder ., ., ( ,- . i Nv CCMISSON FAMES OCT. 21, 9093 FEES: PERMIT -9 / ''° RADON C.C.P. , t" NOTARY TOTAL DUE .q-,e5e, My Commission Expires: APPROVED: Fire Zoning Buildin Mechanical Plumbing Engineerink Other Electrical