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RF-09-17Permit Number: RF- 1- 09 -17 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I'NSP- 115997 Scheduled Inspection Date: June 08, 2009 Inspector: Rodriguez, Jorge Owner: , COLIN Job Address: 1066 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat ILi___:•hone Number arc I Number 1132050120120 Phone: 305 - 751 -0382 Building Department Comments gA1) Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 115636. CREATED AS REINSPECTION FOR INSP- 103470. FINISH SKY LIGHT.JR 06/01/09 sky 0,,ec. y r 1 4 001.60\ t% V Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Colin Morris Phone # (305 ) 9 4 8 - 8 0 6 3 Permit No. pay 7Tm '' 3 f re .. 0 6; °l(� . ±1 BY :_oo Master Permit No. Owner's Address 1066 N.E. 94 Street City Miami Shores State Florida Zip 33158 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 0 6 6 N. E. 9 4 Street City Miami Shores Village County Miami -Dade Zip 33138 FOLIO /PARCEL# 11-3205-012-0120 Is Building Historically Designated YES NO Contractor's Company Name Quality Rnnfing (Ion 1- ra (If or Phone# (305) 953 -3333 Contractor's Addressl 3800 N. W. 1st Avenue City Miami State Florida Zip 33168 Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 6 2 7 Phone# (786) 367 -2029 Certificate of Competency No. 0 0 0 01 7 8 8 9 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3 2 , 0 0 0.0 0 Type of Work: DAddition .QAlteration Describe Work: Tear off old ro•f t• ,00 felt, install metals, and tiles. Flat roof to install 75 base, mop ies o p y sur ace o mop ap s ee Square / Linear Footage Of Work: 3 8 0 0 s g f t. Tile DNew 1800sgft. r lat Et Repair/Replace ['Demolition OAN 0 6 PA ******** ** ******* **** ********** Fees s******************************************** Submittal Fee $ ✓�) • CO Permit Fee $ 57Y6--2 n: CCF $ ® C e Notary $ Training/Education Fee $ G 40 Technology Fee $ 9'5O Scanning $ l'On Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ U ' 9g See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "NVARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this /$ day of a , 200_1_, by e,,), who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 11111iii1ist + MARY(0/1/ */O o • :$L COMLi •. Ep e� 00104/>:(3.0 •©x =ego 00 .b ohm kjIll a%Ili :1117 ih m ..7"...2...1: a4 i 0e -< °a / .*°:?raters .°.‘ a.mZ p .. *xax *xxxx**** * *** * *** * * ***x** ** * ** e �0 ******xa* axxxxxxxx x*** * ****xxx** ******M n Q ro m i= My Commission Expires: ii Signature Contractor The foregoing instrument was acknowledged before me this /-S- day of Dee . , 200 r ', by erJo , who is Personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: APPLICATION APPROVED BY: (Revised 07/10/07) -4,/c9-77e2,75 iGa4 4, im • .k S •aa jr6e \ S19E� Engineer Zoning NOTICE OF COMMENCEMENT 1 111111 1111111111 11111111 11 11111 11111 11 11 11 11 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX.FOLIO NO. 11 -- 3205 - 012 -0120 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this-Notice of Commencement. CFN 2r e08R1L022 27 OR 8k 26695 Ps 3706; (1as) RECORDED 12/23/2008 10°31:59 HARVEY R:UVIN, CLERK OF COURT MI Af1I -DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: 1 0 66 N.E. 9 4 Street Miami Shores, Florida 33188 2. Description of improvement: Reroof to a new Tile Roof and Flat Mineral Cap Roof . 3. Owner(s) name and address: Colin Morris 1066 N.E. 94 Street Miami Shores, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 5. Surety: (Payment bond required by owner from contractif A i )FL oq,COUNTY OF DADE Name and address: N htEREe t' CERTtFtl that this r; a t. y • •1 the Amount of bond $ 00 6. Lender's name and address: N/A mra r ..... menn_ ,,_:.�._ om notices or other documents may be served as 7. Persons within the state of Florida designated by Owner provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provide in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different to is specified) Signature of Owner Print Owner's Name 01_1A/ Ai 6 g t S Sworn to and subscribed before me this �°- day of Notary Public Print Notary's Name My commission expires: 12101.52 PAGE 4 10'04 nee, on • — Quality Roofing Cont. Address1 3800 N.W. 1 Ave Miami, Florida 33168 w2ZF goo, ./4, tP 6�ay sr. ........... . Prepared by Carlos Arocho 1* el( colgioNtItt ,1-3111 Aci1/41(‘ y �. 1IA1U1111 1-711 J1 1/4✓O Q' 111a61/4d Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ©l,. /7 Job Name Date f ~7c.97 STRUCTURAL CRITIQUE SHEET 4,4 Awte la ° , 10050 NE 2nd Ave* Miami Shores, FI 33138 Phone 305495.2204; Fax 305- 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Colin Morris Date: 12/13/2008 Property Address: 1 066 N• E. 94 Street Miami Shores, Florida 33168 Roofing Permit Number: Dear Building Official: Colin Morris certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attac Vie' ■e,e1■e111•• d valo o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) D PS Signature State of Florida County of Dade Print Name 6 The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large of 0 ®� ® ®ayoN •q,4 .4 ® ®a: My •.yl ®' °ao� Ocfo�'�iN sm•a c7 * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300 FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof • ay• m2 6o a •�.® 0 Oil u °e4 CJ °.° I ® ®® .00, and the building was n ®® ketectwith' ®44. o Wall connection Hurricane Mitigsnut+I.100% V' Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; t� I, RECEIPT DATE: -,/,hr-) 9451 avrilpu ATO2j\O AContractor ❑ Owner ❑ Architect • eked up 2 sets of plans and (other From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by:. PERMIT CLEARK INITIAL:1 RESUBMITTED DATE: PERMIT CLEARK INITIAL: ■ Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PERMIT #: I l — RECEIPT DATE: 1,>` Mck.(.1 Contractor ❑ Owner ❑ Architect icked up 2 sets of plans and (other Ad. re #74 9109 ale! • I At From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: 011.610 PERMIT CLEARK INITIAL: *'/ akw1V411.10 tea \off Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1" /7 Job Name Date /-7c, 7 STRUCTURAL CRITIQUE SHEET ® i*,jte , pte 4.44 is `wt ?/lt►cT• , /ems d4 1 I 044S4.r �.c /.• " 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name D ate STRUCTURAL CRITIQUE SHEET c2 /go ./7.teere /t eee/4 4e.A.ea1 r/ 46 ./ia' ,., tfs 74A- ,lam .eta orag,t- 4` ?C6' Q o� c j t. a4z.,u SECTION R4402.13 , 1=i 4402.13 1 =i HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTrF4 TIN °idoq FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide t veer °°°_°°°° with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,, the following items should be addressed as part of the agreementbetween the owner ant the contractor. The owner's initial in the designated space indicates•that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. /il Common roofs: Common roofs are those which have no visible delineation between neighboring units. (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking maymt be acceptable. The provides the option of maintaining the appearance. • • . • •• • • • . • 5. Ponding water: The current roof system and/or deck of tite di drain well and may cause water to pond (accumulate) in low -lying are Bf ?i Ponding can be an indication of structural distress and may require the• r / o a professional structural engineer. Ponding may shorten the life expectanGiald perfi of the new roofing system. Ponding conditions may not be evident until•osg system is removed.: Ponding conditions should be corrected. ; • 6. Overflow scuppers (wall outlets): It is required that rain;y4 •r;flowpf so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other rbL. • extension may bloek this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. ••••• • • .i.••• 7, Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing • amount of attic ventilation shall not be reduced. It may be cr9 ; :Fiona) venting which can result in extending the service life of th ••e V1' • iami Shores Village • • Owner /Agent's Signature 12.15 -c� Date Contracto SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS High Velocity Hurricane Zone Uniform Roofing Permit Application Form Master efmit No. Section A (General Information) Process No. • Contractor's Name: Adtlress: _..r.... 1066 N.E. 94 street. •Roof Category x.-. Low Slope Mechanically Fastened Tile x.,'Mortar /Adhesive Set Tile _Asphaltic Shingles .....Metal PaneUShingles .--Wood Shingles/Shakes .Prescriptive BUR•RAS 150 Roof Type .— New it.. .4 Re- Roofing ,__Recovering _„ Repair Maintenance Are there Gas .Vent Stacks located on the roof? _Yes )C..No If yes, what type? ,,,r Natural _LPGX Roof .System Information Low slope roof area (ft.l}'';, 1 Steep Sloped area MI laXicrift Total (fl.'} nf%Ft; Section B Roof Plan . Sketch Reef Plan: Iluslrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of 'sections and levels, clearly Identify dimensons of elevated p assure zoned and location of parapets. 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FPmax3: -124.3 Max. Design Pressure, From the Specific NOA System —52.5 Deck: Type: wood 1 X 6 Gauge/Thickness: Slope .5 Anchor/Base Sheet & No of Ply(s) NIA Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer. N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer. N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: N/A Base Sheet(s) & No. of PIy(s): (1) GlasBase Base Sheet Fastener/Bonding Material: 1 1/4" R/S Nails Ply Sheet(s) & No. of PIy(s): (2) Flintglas Ply sheet Ply Sheet. Fastener/Bonding Material: Type III mopping asphalt Top Ply: (1) Flintgl- s Mineral Cap Top Ply Fastener/Bonding material: Type III mopping asphalt Surfacing N/A Comer 5 "oc @ Lap, # Rows4 @ 5 oc • Number of Fasteners Per Insulation Board Field N/A Perimeter N/A Comer N/A 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 Manufacture Details that °Y *11 Ige69 Comply With RA 111 and Chapter 16. (�� 1,0c Ors— Parapet Height Mean Roof Heiaht FLORIDA BUILDING CODE — RESIDENTIAL HIGH-VELOCITY HURRICANE ZONES Mar.* ptgUng codeati 11100`4, ,AhvaldirsturfistrEpOonals.ermitApotteditort.Fef:rn. • WV c:41,16W-Mopelipolto*Til te:her tc)146inii kVA maow-ma Attaakilant 4,free- bt. * oolk LatO-Rows . 2 4.12 ro a r NfirrieteT 6 ""togtstRAAPvig..4,-- —fa.:::00 Owner 6 ',9.0..61,140.turwa 4 6 Nigalaerot 04tatanemPfarlivaulaii pow eld N/A ParOatarN/A glifirtxtpaalfitSiofAFstarliblY ConlOttentg and Itiantifklillartiifactureir ga.tortipoilein€ iNntiLuSigi WA!) 140/04.0.: 08-0227.07 . Dasigh:Wigi Rtes.buras., prri.RIAS1WerCaitutialione:. •Privit: 9,43)T0=24.E2.6--...4.WITO>I3:.-1 24_ 3 liaptte/13ittri?ressure;#rernAtie'SpedilioN0A 4'.403411: ..-52A5 0186St Type: etaygiVIttlekness: Slope: • N/A Andilorif*e'SheetfgeNo, Riy:(s): AntlaorniasolThati Fa sten.erlBendind Msre*iik N/4 insulation Sass Layer:, N/A ais.1 auteirortelte.and BaseRnsurellorr Pees ettRiinditig lattotit hate itg t, inter- FIWthig, • PtatipapHeight, TyigOtent Mittvridi. TYPEN =teller' • ta.lEia is that r • Top:Insitiart: Layer.: TresFInsurdtion:f Lagtener/Bondlr.igNisie • • /A ParaAHelaht. • • . • •-• • • • • • • • • •••• • ReSatheat(§)43Niti:arigly(0. 11' • I • • •* • • • • • • • • • • • • •** • • • • • • • tito.36.!-StIet0FaSiener,GontlingiNialifriti: • • • • • • • INWShent(t).44NO*Acif0:19(0,_12LElintgiafaPly_SIEet PlyAheat:EssrenatiBerreli4 'Material: 111.nrizing aschalt roorpiy: (1 "1_1cm) IL- •.7.1• regraliert Ralitt.Ifitttla tVirfe dog:. ,N/A FLORIDA BUILDING CODE — RESIDENTIAL yb' .011Ittr. S 44.21 • • • • • • • 0.1/23/2009 14: 08 3057518579 ABC MIAMI I i Vli 12. PAGE 01 .. ___ i ,........ 1 fe r .37.6- 2407 7.., .,,,--- _ -- . --* ... . _,,o..... _ -/‘:',7 4 / , AZ . • lip , 71-7,12 ........ ....._, ....____,........... i A a a ,,,b, ...1. 1:9'7S , ,,.., i //t ............... , )4, .„........___ __............._ ., :5 • .... 4 i A SY le I- - - - . - --- , 01/23/2009 14:08 3057518579 • ••• • .. • • ••••••••••,••••• • •••••• ■•`•-•••••••.•,, 24t4 4111( ABC MIAMI PAGE 02 •••••••••••,- m....•••••• •• • ••••••...nr,••••••-•.•••;• •■•••,• 1r • ...v..•••••••••••• ••■• •••• •.•-••••• •-• • •• • • ..•••••• •-•••■••••••• ••• ••=;•-,••567 4977 - 14° -407-4:4es ■••• • ...a., .••••■-,0,••••••••e •••••-•-.••-+••4•*,••••• •• • + ...•••• • ••••rn —^ • - - • v., M.- AV, TOM ra^V.M.V.43,... row, ll 3 3 • •••••*■•••■■,9 0 4 I 3 3 As. • 4111r""” ioom . • •••• • • • • •••••• ••••••••• •••• • •••••• •.•-• ••-••• • • •••• ••••••••..-••••• ■••• ..•••• ..•••••• sr.... • ••••••• .4••••• co- • ••••••••■••• ...Z. ....sr.. .o.t.•••.•.•• v•••••••, 01/23/2009 14:42 3057518579 R11.7 -7.1 Approved insulation fa Nails are not acceptable for insulati 8117 -8. PerimeterrCe ter and lien - &•Corner Roof Areas shall. list the maximum design pressure ldefined ASS Iicable to the field of the roof area (1) as allow extrapolation to perimeter and corners areas (2, 3 allowing shall apply. ion shall not be greater than 280% except as noted in ABC MIAMI PAGE 01 ers shall be used for insulation attachment to wood decks. 1 attachment. R117 -8.1 The roofing assembly NO assembly. Such pressure shall be ap :i 7 -98. Should the roof assembly N &.) as defined in ASCE 7 -98, the • The maximums extrapol r §R117-9.2. • The minimum fastener aration shall not be less than 4 inches o.c. • If the perimeter and/or ..rner areas of the roof have calculated design pressures which are less than or al to the maximum design pressures noted in the roof assembly NOA, then sp,,:ified anchor/base sheet or insulation attachment shall also apply in these areas. •• If the minimum design pressure' xceeds the rood assembly maxi rum deign pry such roo • .1 st m ma be . 1 • a one time . • • oval b the . • •ri havinL and/or raft * nal an sis t at 'urisdi ' rovided the a,1 lies wit such roo ng temtem co 11 1 lic R117.8.1.1 In recover or reroo insulation fasteners results in (1224 N), a Professional Engin in compliance with TAS 126, examination results, along wit repair /replacement specificatio issuance of a roofing permit. , Subsequent to repel fasteners shall be co R117 -8.2 As an alternate to data in- situ -(on site) field uplift resi elevated pressure zones to co compliance with TAS 124. Such the design pressure for the t review. R117-9, Insulation Attachment - R117 -9.1. Example of Data Exti 1$ ' demonstrat the rovisio testin f tbi code.. applications if testing in compliance with TAS' 105 of the minimum characteristic resistance force less than 275 ibf r, or Registered Architect shall perform. a moisture survey, d: examine the deck's integrity. The moisture survey and the withdrawal resistance test results and a proposed deck shall be submitted to the building official for review prior to or replacement of the deck, a withdrawal resistance of the ducted. The same criteria noted above shall apply. extrapolation or in,thhe event c ta_ex po 9i'. oe , 1 ce testing of the in place roof assembly may be conducted in uplift resistance performance. Testing shall be conducted in Field uplift resistance testing shall be conducted to 1.45 times pressure zone, and submitted to the building official for ew Construction/Re -Roof Application potation MICI4- VELOCITY HURRICANE ZONES Fotida.l tJ �ittg Gn Edition 2 Higii`11eloe.ity Hurricane Ions tilliform.Permit=A pti.400:Forat . is P teOp c d a :Roof y..stein Manuf cturer:. Fagle 11-pfinaprccidalW Product Approval Number: 06- 0526.09 Whim= Desie*.n VVViitd.`F I"osouras, if.App abkc ( rQ6 P -45 . P F.-95.1 :.j .br altuligto sj: , Maxitnurra bboseg.n pressure Product Approval Specific System: ... 86.61 MettiPtra tie .a l7rtnont;l Roof Slope; 3 :'42 $tee t� . st escri OSA-t rpe Wood 1 X 6 .yp:e Uncierteyrnent: •6nstklatiort. (1) 301b. ASIM D -226 N/A Fire Bsrrier €�€ .e Ventftttl#n? N/A . • • . • • • • • 1• •.. •. . • ..... :el •• • • • • • - .• • •• • • • • •••• .•.• N/A Fa4tener Type & :Spae:irrg Adhesive Type; Mean Roof Height: 13' • • .... • •• •• •• • • • • • • • • 6" O/C @ raiz. le 1 v4" R/S Mils• � 12: % • .ype CA.p. Sheet; 111 Ircgaing a shalt • • (1) 901b. ASIlK. Roof Covering: 1211 Ti1P Type' &:.ize Drip [3,, • • HIGH-VELOCITY HURRICANE ZONES Florida Bullttlug:- Coda-E-dttion: 21)114 Mph VoloehMureicatio:ZollatinifitroytiJA,ppilestiori Farm. Sedien E Ole,Calculatipts1 • For Moment baseillile stern i choose either HAW 1 or 2, Compared the:values br Ivirwith The values' from Mi. It thelVir values are greater the or-equal to theft val new,. for ma.. ft ma .otthe.mtifithen. the tile,attachtn eat ntethett hvaceeptable. Metha; 1 "Moment Baste Tile Caletillitiotiller BS 12.69 )— 6.65 =.M 6-Qk Product Approval Mr 86.61 (Pi: _gm 222 M 6.65 a 70 17 Product Approval M,1 26.82..) 6.65 -**14.2047... Product Approval m,...86...61 kilgthal"S4uplifieniletateullit*trer Tiiiik.n0.01rfs) Aequireci.Momelit otlIcesistance ovvirout Woisi Product Approval M, Ntr*Iwiteti'Moorptitittfatetante 'Mean Roar-Height –110- RvotSlope 212 15' 25' 35.15 511.2 .. • 39;1 42.2 32,1 1144 3010 • 3.7:4 2k8 4112 5074 52.2 142 18,4 WM • 2111 222 17..3 1449 6112 ;24:4 :24:4 • 25.4 324 1:12 :24Y4 25:9. 271 '1,011 •0.0' *Must b used tw clU2.1110.4101 tha1I VilAtMent.•-bpsezIr ille.vatcutal.eadorsed'1,1.111,5 Broward goare.ty Benrri:a Vanes • • • • • For Upigt based :systorts ttge*Method .3. cqumnped..tbcrvaluesIS-Qr wititaf .• valeys the:r vanes NreszreaterclinuL:or -4411aPta tits ffr :values, oat. . .area .at the..rool,;.then -theJite,attaelurrfeutonothmt is:ageztogbte. Alletbot13.4tIpiiffilased-rile Cdonixtiorts.13er Ea 127" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • — c°s — Product ApprooviP F • • • • ) Fel; Product An‘ov:I• (P3.4 w-t• ens • 9: Produ ct 13p r at F. • • • 0 • • •••• • %.* • • • • • • 1ASlV TobtO,Icari?rioxeoghlooring.anttlysiS Ton: IlyytEliaselt otaar 9 7 JL Product ApProval Ni product 4ppr9val . • Product Approval ivir • :Catcolded product A pprOval __LIICOlcotott4 W Product Approval ** **1.*Icitsg,th *Product A pProya I wr, tviitth • All;ttfle.010Q111:1.110$bt:. fu-tho'Buitiling.Officillt:tgaetitlp•OPPit1PVIIIIROP01,a,___ D,O:s Basi.gOioaure• .1Mieii,..16;011ituttWonntgoli Where:to fiuit Maatiltnalleight 1001011.c. .17 csturing:MvinentAltmiCganlYil.$* Mite illart RCSIS1611ce. :11.Nit1ril Rai:mote Minimum toroschnicut Ik4sisstance• 11:tquir.01: "1111.116sIsitirEt_ Ave:461.114'‘Woight Tilvnimtnalo»s FLORIDA BUILDING CODE — RESIDENTIAL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 44.23 • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 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 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 AHJ 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile • •• • • • • • •••• • • • •• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,• state aid following statement: "Miami -Dade County Product Control Approved ", unless otherwise not&1 ,•edherein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and tlaore has bee i. • 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 end$rsencnt of axi • product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to cbpaly 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 foltdt:1 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 consists of pages 1 through 7. The submitted documentation was reviewed by Alex Ti era. ems_ NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 1 of 7 • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 07320 Roofing Tiles Concrete 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Malibu Concrete Tile 1= 17" w= 121/2" 1/2" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Product Specifications Description TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Test Agencv Test Identifier PRI Construction Materials PRI06178 Technologies Redland Technologies 7161 -03 Appendix III Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Accessory trim, concrete roof pieces fora1 " at hips, rakes, ridges and valley telmiinations • • Manufactured for each tile p::%lge • • • • •... Test Name/Report TAS 112 • • . •08/23/0. • • • • •••• •••• • Static Uplift Testing TAS 102 & TAS 102(A) • • • . • . •••• • • . flex. 1991• • .. • • •. •. • •••• Dec. 1991 7161 -03 Wind Tunnel Testing Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) 94 -060B 94 -084 P0631 -01 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 2 of 7 Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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 Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations Test Name/Report Date Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Physical Properties Sept. 1994 TAS 112 Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain Oct. 1994 TAS 100 Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct: . • . Deck) Static Uplift Testing TAS 102 .... • • .. • • • • • ,Feb. 1995. •••• (2 Quik -Drive Screws, Battens)....' Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct De*) • (1 Quik -Drive Screw, Battens), • Static U p l i f t Testing • • Sep. 1498 • . • TAS 101 Dec. 194•• April 1999 March 1995 25 -7094 February 1996 25 -7496 April 1996 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Sep. 2006 Restoring Moment Due to Gravity Sep. 2006 • • • • • • p a r c h , 4 . V 2 1 ' 5 .•.. • • Two Patty Adhesive Set System 25 -7183 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 3 of 7 • • it • • • • • • • • 3. LIMITATIONS 3.1 Fire classification 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 TAS 106. 3.3 Applicant shall 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 Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped 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 with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete 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 Attachment Calculations • Table 1: Average Weight (W) and Dimensions (I x w) •••• • Tile Profile Weight -W (Ibf) Length -I (ft) : •Wiiiih w •(ft) • • • Malibu Tile 9.5 1.417 • J.04 . •••• • • ••• • • • • • • .. • • •• • • • Table 3: Restoring Moments due to Gravity - Ma ft -ib fl - ( Tile Profile Table 2: Aerodynamic Multipliers -1 ft3) • • • • a•• a 5 11:12" Tile 7 ":12" or greater X(f3) .A(ft3) : Direct Deck Profile Direct Deck Batten Application Direct Debk:AApiicatlofi Malibu Tile Direct Deck Battens 0.305 • - 0.282 • • • • • • • • • .. • • •• • • • Table 3: Restoring Moments due to Gravity - Ma ft -ib fl - ( Tile Profile 3 ":12" 4 ":12" 5 11:12" 6 ":12" 7 ":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 625 5.77 6.08 NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - MI (ft -Ibf for Nail -On Systems Mf (fr-tbf) • ••• - ' • • • "o • • Mininitirg,kttachniegt . Cestslance , , • , Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) , • 26.1' :1::' • • • •• • • Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 •••• 2 -10d Ring Shank Nails' 43.0 67.5 • •. • • 50.9. • • .' • • 1 Installation with a 4° tile headlap and fastemers are located a min. of 2W from head of tile. . •••• • •••• Table 5: Attachment Resistance Expressed as a Moment for Two Patty Adhesive Set Systems Mf (fr-tbf) • ••• - ' • • • "o • • Mininitirg,kttachniegt . Cestslance , , • , Tile Profile Tile Application Malibu Tile AdhesiveZ , • 26.1' :1::' • • • •• • • 2 See manufactures component approval for installation requirements. ' •••• ' 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibt) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PoIyProTM 86.614 Polyfoam PolyProTM 45.5' 4 Large paddy placement of 54grams of PolyProT"". 5 Medium paddy placement of 24grams of PolyProT"^. NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 5 of 7 • • • •••••• • • •••••• • • • • • • • • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAG�� LEa FLORIDA 0000 •• • • •0•• • • • 0• • • • • • • • • • MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANTS • • • • • • • • • (LOCATED ON UNDERSIDE OF TILE) ' •••• ' •••• • • • 0000 0. 00 •• • • • • • • • • • • • •••• • • 6. BUILDING PERMIT REQUIREMENTS • • • • • •••• • • 6.1 Application for building permit shall be accompanied by copies of the r011ov ring: • • • •• • 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. NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 6 of 7 Table 5B: Attachment Resistance Expressed as a Moment - M1(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAG�� LEa FLORIDA 0000 •• • • •0•• • • • 0• • • • • • • • • • MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANTS • • • • • • • • • (LOCATED ON UNDERSIDE OF TILE) ' •••• ' •••• • • • 0000 0. 00 •• • • • • • • • • • • • •••• • • 6. BUILDING PERMIT REQUIREMENTS • • • • • •••• • • 6.1 Application for building permit shall be accompanied by copies of the r011ov ring: • • • •• • 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. NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 6 of 7 PROFILE DRAWING NAIL HOLE ' MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE ,GT Go; 1 •••• • • • • •••• •• *ill •• • • • •••• •••• • • •••• •••• .•.••• •••• • • • • • •• •• •• • • •• • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • •••• NOA No.: 06-0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 7 of 7 MIA M I DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 BCCO (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined 11,y,DCCO 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, i7Vocity I h 'fie Zone of the Florida Building Code. • • DESCRIPTION: Polypro® AH160 ••••• •••• • • • •••• •••• •••• RENEWAL of this NOA shall be considered after a renewal application has been filed amt tfferehas be> $o 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 relisior pr change frr the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endofstmdn.t of *IN, • • • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cohipini 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 No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyprog AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH160 Foampro® RTF1000 ProPack114 30 & 100 Dimensions Test Specifications N/A TAS 101 N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment • • Dispensing Equipment • • • • • •••• • • •••• • • • •••. •••• • • • • Any Miami Dade County Product Control Accepted Roof Tile Assembly having a curreenl M(A which..::: list moment resistance values with the use of Polypro AH 160 roof tile adhesive. • • • • • • • • • •• •• •• • PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • • • • .. • • Results • •••• • • •••• • •• • • • •••• 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 01- 6739- 062b[1] Trinity Engineering 7050.02.96 -1 Celotex Corp. Testing Services 528454 -2 -1 LIMITATIONS: ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 520109 -2 -1 .... • • • .. Z'28/98. • • ..•. • • • • • • •... • • • • •••• • • •': S102/99. ":'. •• .• .• • • • • • • • . • • • • .••• • • • •••• • • • •. • • • •. I. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire • rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ,F, `t 2 ; F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyproo AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF 1000 or ProPacke 30 & 100 dispensing 4.. equipment only. • • 7. Polypro® AH160 shall not be exposed permanently to sunlight. •., • • • ' •, • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 /tim aces after • Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance wit,lftIV'Tlacenneit• • • Details' herein. Each generic tile profile requires the specific placement noted herein' • • •••• • Table 1: Adhesive Placement For Each Generic Tile Profile. Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy .eight. per peckif Itlin. • (grams) • Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro014 AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • ••• • ... • • .•• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • • • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 29 OpHonai 214 for square inches in contact a mhthepantile pitchappGcalbns Nailthrough 14 N 2) Tum novels upside dovm. Pace adhesive 112 M. / • • • •••• • • To 1 tn. From outside edge of cover ex j • • • • • • • Then install tla t le Rem too pafon of the save eourse cover Rt. Abut to second course of pan Hies. Ensure eave end of pan and cover tiles are Rush ateavefins Ewe closure (mortar shown) • • • • •••• Po nt up Mortar on longftudinat edges dale NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY •••• • • •••• • • • • •••• • • • • •••• • • •••• • • • • • •• •• •• • ••r••• • •r•••• • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between tile) Paddy (under tile) in. t x3in. Single paddy on under - layment Single paddy under tile Single paddy on top of tile 2In. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Single paddy under the Undulaymerd Single paddy between the 2 In. x 7 1n. medium coe seddy y e course only in. x 3 in. Single 41n. paddy on under - layment Single paddy on top of file Save Course • Fascia •4 Ea e'inure .1Np Nail through plastic cement Single paddy between tile in.x 3 In. Single paddy on underlayment Single paddy on top of the EaveCourse Save Closure 2 in. x 7 in. median Fasc size paddy eave course only ia END OF THIS ACCEPTANCE •••• • • •••• • •••• • • ••• • •••• • • • • • .. •• .. • • • • • • • • • • •••• • •. • • • . • • • • • • •••• • • • .. • • .. • • • • .•• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 • M(�D, BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE 01? ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLACr.ER 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 docwnentation 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 BCCO (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 AHJ may immediately revoke, modify, or • suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requuasoenis of the applicable building code. • • .•.. • • • .• • • • This product is approved as described herein, and has been designed to comply with thVIVolida Building • Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built-Up-Roof Systems Over Wo6d.Deeks •• LABELING: Each unit shall bear a permanent label with the manufacturer's name er logo, city; state and following statement: "Miami -Dade County Product Control Approved ", unless 02116e noted • herein. . • •••• ..•• • • • .. • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there Imo' • been no change in the applicable building code negatively affecting the performance of this products • 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 No. 03- 0827.05 and consists of pages 1 thrqugh 21. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08-0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 1 of 21 ROOFING ASSEMBLY APPROVAL Cateaorv: Sub- Cateaorv: Material: Deck Tyne: Maximum Design Pressure Roofing Built -Up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABL*1 Test Product Dimensions Specification All Weather/Empire Base 36" x 72'; Roll Sheet weight 86 Ibs. (2 squares) Flintglas® Mineral 36" X 36'; Roll Surfaced Cap Sheet Weight 78 lbs. (1 square) Flintglas® Ply Sheet Type IV or VI Flex- I-Glas or Flex -I -Glas FR Base Sheet GlasBaseTM Base Sheet No. 15 Perforated Felt Yosemite® Mineral Surfaced Cap Sheet 36 "x180;Roll weight 40/55 lbs. (5 squares) 36" x 108'; Roll weight 90 lbs. (3 squares) 36" x 108'; Roll weight 69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. (4 square) 36" x36; Roll weight: 90 lbs. Product Description ASTM D 2626 Asphalt coated, organic base sheet UL Type 15 ASTM D 3909 Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes . • • • Fiberglass, asphalt ' • • re ated ii14 et. • ASTMD2178 Type IV or VI UL Type 01 ASTM D 5147 ..•• •••• • SBS Modified, fiberila; s%einforc�F113ase sheet. • • • • • • • • • • .. • • ASTM D 4601 Asphalt coated, fibeiglassbase sue.• • . •. UL Type 02 • • • • ASTM D 226 Organic asphalt saturated felt ••.• • •. • ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 2 of 21 APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam II ISO 95+ High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -1, ENRGY-2, Plus, UltraGard Gold, PSI -25 FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Number Product Name 1. #I2 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. - Dekfast Lock Plate 4. #12 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board PoIyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation TABLE 3 Product Description Insulation fastener Galvaalume AZ50 steel plate Polypropylene plate Dimensions Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G -P Gypsum Corp. Johns Manville John,Manville• •. •fir • •• • • . • ,leol ies:Ytanviilla•i• . • • • • Manville.. • • • • .• • • 4114tax, Inc. • •••• • •• • • • •••• • • • • • •• • Manufacturer (With Current NOA) Construction Fasteners, Inc. 2' /8" x 3'Aa" Construction Fasteners, Inc. 3" x 3 'la" Construction Fasteners, Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. 3" round 3" square NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05 /15/08 Page 3 of 21 APPROVED FASTENERS: Fastener Number Product Name 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP 10. UltraFast Metal Plate 11. UltraFast Plastic Plate 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insul -Fixx Fastener 15. Insul-Fixx S Plate 16. Tru -Fast Fasteners 17. Tru -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates EVIDENCE SUBMITTED: Test Aaencv/Identifier Factory Mutual Research Corp. Exterior Research & Design, Inc. TABLE 3 Product Description Polypropylene round plate Insulation fastener for wood and steel. Pre- assembled Insulation fastener and plate Galvalume AZ55 steel plate High Density Polyolefin round plate & Insulation fastener Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Fastening Requirements FMRC 4470 TAS 114 TAS 117 Manufacturer Dimensions (With Current NOA) 32" ITW Buildex Corp. Johns Manville 3" square & 3" round 3" round Johns Manville Johns Manville Johns Manville Olympic Mfg. Group, Inc. 3" round Olympic Mfg. Group, Inc. • SFS Stadler; 2nd, • • • •• • • • 3" round • •St'S•Stadlik9 inc •••••• • • • •The•Tru- Fait. Core. • • •••• •••• 3" round •Tfie•Tru -Fast Gbrp. 3" round :nib tru -Fast dgjp. • • • 3" round • The Tru Fast G;orp. • • Itenort Date FMRC 1996 J.I. #3Y8A1.AM 3513.08.02 3515.07.03 01/01/96 • 03/23/96 08/15/02 07/22/03 NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 4 of 21 • • • Deck Type 1: Wood, Non - Insulated Deck Description: 1942" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows eyed in the center of the sheet 8 "o.c. PIy Sheet Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbsisq. Cap Sheet (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 Ibs./sq. Surfacing: (Required if no cap sheet is used) Install one of the following: •••• 1. Gravel or slag applied at 400 lb /sq. and 300 lb/sq. respectie114 a floodvaat of approved asphalt at 60 lbisq. • • • • • 2. A two part coating consisting of a base coat of Static Asph11tli3ibired • Emulsion at rate of 3 gal.sq, or Monoform compound; suria \,ith 1 ga ...sq. Sta Kool non - fibered aluminum coating or fibered APOC ides •.... • Maximum Design Pressure: -52.5 psf. (See General Limitation #7) • • .... • • • • • •••• • • • • •• • • •• • • • • • •••• • • • •. • • • • • • • •••.S•' • • • • • NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 19 of 21 WOOD DECK SYSTEM LI1VlITATIONS: 1. A slip sheet is required with Ply 4 and PIy 6 when used as a mechanically fastened base or anchor sheet. 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. 1 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 lbssq., 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 side lap 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 tq, a m ximum ign pressure of -45 psi'. • • • • 5. Fastener spacing for insulation attachment is based on a Minimum tic la., .(F) vIkIdd bf 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Ifthe eatener valve, 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 ait9.6Plthent is lialed on a minimum fastener resistance value in conjunction with the maximum design velb 1t ed withit: 'h. specific system. Should the fastener resistance be less than that required, as deterarined by the' Building Official, a revised fastener spacing, prepared, signed and sealed by a na a iegistertsli • Professional Engineer, Registered Architect, or Registered Roof Consultant maybe submitteda 33id revised fastener spacing shall utilize the withdrawal resistance value taken from Milk Appiicn Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS'l.l:t..' 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 Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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 to Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). 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 #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 21 of 21 • • • • • • • • • • • . or p1y rith my p1y ors' rith ray nal. rith 311 p1y Dry l0", ' or 'EE JR 332 ;RS 10", tLS IRS 1/4 p1y atal hay I to 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TGFU)— Continued CENTRIA 116863 1005 BEAVER GRADE RD, MOON TOWNSHIP PA 15108 OTHER SYSTEMS Class A Building units used in this system are composed of foam core covered on both sides with a 26 gauge minimum coated galvanized steel skin, designated VERSA. PANEL VP1.75, VP2.25, VP2.50, VP4OO or INTEGRITY R400, R250, 5225 or 175 . 1. Deck — e Incline: No limitation Installation: Mechanically fastened to metal rafters. Class 7B Building units used in this sy6leitt are composed of foam core covered veered on both sides with a 26 minimum coated galvanized steel �k , desi ted VERSAPANEL VP1.25, VP1.75, VP2.25, VP4.00 or R400, 1120, R225, 175 or 125 . L Deck — Incline: No limitation Installation: Mechanically fastened to metal rafters. C1EEtTAINTEED CORP R11656 700E SWEDESFORD RD PO BOX 860, VALLEY FORGE PA 19482 Mineral Wool Felt, is a suitable alternate for perforated 15 asphalt felt in the Class A, B or C roof constructions indicatei blow. wrr G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are .suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable alternate for t Cap Sheet is a suitable alternate for Type Type Cap Sheets. Flex I Glas, Premium Flax I-Glas or Flex I-Glas FR Base Sheet is a suitable alternate for the G2 glass base and. the Type 15 All- Weather /Empire base sheet Unless otherwise indicated, base sheets are mechanically fastened or spot in place; ply and cap sheets are hot m place. Diamond base sheet is limited to rion¢canpl ale decks and combus- tble decks g insulation. Two plies G1 may be utilized in place of one ply Type G2. EPS insulation followed by 1/2 in. covecboard maybe utilized in any of the T1tek� e ° YOSIEMI " maybe used in any of the following noncombustible deck roof systems and, where indicated, in combustible roof deck systems. 'Torch APP" may be utilized in any of the following systems that contain "Flintiestic STA" "Flintlastic Ultra Poly SMS" may be used in lieu of `Poly SMS Base" in all a lication Classifications. to Type G2 base sheets includes 'Channel-Vent GB". "FlintBoard Iso "FlintBoard Iso Cold; "FlintBoard Iso-T" or "FlintBoard Iso Plus", may be used wherever pot • ' urate insulation is ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPIHALT Class A 1. Deck: NC Incline: 3 Base Sheet Type G2 Glasbase. Ply Sheet Type G1 Flintglas or Type G2 Glasbase. Surfacing: Gravel or slag. Incline 1/2 2. Deck C-15/16* *All joints blocked. Base Sheet Two layers Type G2 " Glasbase" base sheet or Type G-1 "Flintglas Ply Sheet". Spacing Type G3 "Flintglas Mineral Surfaced ". 3. Deck NC Incline 3 Base Sheet Two layers Type 15 All Weather Empire. Surfacing Gravel or slag. 4. Deck NC Incline, 3 Insulation: Polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing Gravel Deck C 15/32 Incline 3 Insulation: Polyisocyanurate 1 in. min., mechanically fastened or hot m Base Sheet Three plies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt Surfacing GraveL 6. Deck C -15/32 Incline 3 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following. Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet Type G2 " Glasbase" base sheet. ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Ply Sheets: Two to three layers of Type G1 "Flintglas" ply sheet or 1 G-2 " Glasbase" base sheet. Surfacing: Gravel or slag. 7. Decic C -15/32 Incline 3 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified va retarder Insulation (Optional): One or more layers or combination of following. Polyisocyanurate, perlite, glass fiber or wood fiber, thickness. Membrane Three or four layers of Type G1 "Plintglas" ply sheet. Surfacing: Gravel or slag. 8. Deck C -15/32 Incline: 1 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified vi retarder. Insulation (Optional): One or more layers or combination of following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet One layer Type G2 " Glasbase" base sheet. Ply Sheets: Two layers Type G1 "Flintglas" ply sheet. Cap Sheet One layer Type G3 "Flintglas" cap sheet. 9. Deck NC Incline: l/2 Insulation (Optional): One or more layers or combination of following: Johns Manville "ENRGY 2", polyisocyanurate, perlite, fiber or wood fiber, any thickness. Base Sheet Two layers Type G2 " Glasbase" base sheet or Typs "Flintglas Ply Sheet". Surfarinv Type G3 "Flirttglas Mineral Surfaced ". 10. Deck C- 15/16° Incline 1/2 *All joints blocked. Insulation (Optional): One or more layers polyisocyanurate, 2 in. wood fiber, 1 in. min, perlite, 3/4 in. men, floss fiber, 15/16 mit Base Sheet Two layers Type G2 "Gaga* •ear• base sheet "Flintglas Ply Sheet". • • • Surfacing: Type G3 "Pfi?tgla; Mineral Surfaced ". • • ° 11. Deck C -15/32 :mod 3 • do Insulation (optional of "Hlier "Hy Tl%.utm TA r �'RI11 COMPOSITE ", "Cell - ' "HY'IQ •(energy- )', S wood fiber or glass fibrin chanically •fasl nor hgt�gRped. Base Sheet Type 1ieslallalt organ c �.r Glass;an Base Sri Ply Sheets: Vim glies Type 15 ' perforated al It "Flintglas Type 171 Plem!u, tly Sheet', "Flintglas Type Si hot mopped. • • •••• Surfacing. Gravel sr slap r • • • • •' • 12. Deck NC • • • • Jnsljne: 2 Insulation (Optional): Any thiclatdss nne or morelayers & com lions (optional) of "HyThermAP", "Agleam TAPERED", "Hy -T COMPOSITE ", "Celo-Therm", "HY Tec (Energy- LOK) ", wood fib glass fber, mechanically fastened or hot mopped. Base Sheet Type G2 "Glassbase Base Sheet", Type G1 "Plintglas VI Premium Ply Sheet" or "Flintglas Type IV Ply Sheet". Ply Sheet Min one ply Type Gl, "Flintglas Type VI Premium Sheet" or "Flintglas shheeett "Flintglas s Mineral Surfaced Cap SI Surfacing Type cap hot mopped. ` Class B Deck C -15/32 Incline 1/2 Base Sheet Two layers Type 15M "All neral Surfaced". cper„ Surfacing Type "Flintglas 2. Deck C -15/32 Incline: 3/4 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified retarder. Insulation (Optional): One or amore layers or combination c following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet One layer Type G2 "Glasbase" base sheet. Ply Sheets: One layer Type G1 "Flintglas" ply sheet. - Cap Sheet One layer Type G3 "Flintglas" cap sheet. 3. Decic NC Incline 1 Insulation (Optional): Isocyanurate, wood fiber, glass fiber, 2 in. mechanically fastened. Base Sheet One or more plies Type G2, hot mopped or medlar fastened. Ply Sheet One or more plies Type G1, "Ply IV" or "Ply VI' mopped or mechanically fastened. • 1. LOOK FOR THE UL MARK ON PRODUCT Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number 1066 94 Street 1132050120120 Miami Shores, FL 33138- Block: Lot: Owner Information COLIN Expiration: 08125/2009 Applicant COLIN Address Phone Cell 1066 NE 94 ST MIAMI FL 33138 -2945 Contractor(s) Phone QUALITY ROOFING CONTRACTORS 1 305 - 751 -0382 Cell Phone } Valuation: $ 4,200.00 Total Sq Feet: 50 Type of Work: Hurricane Mitigation Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $3.00 $1.00 $126.00 $3.00 $50.00 ($50.00) $3.33 $136.33 Invoice # Total Amt Paid Amt Due R F -2 -09 -34065 $ 136.33 $ 50.00 RF -2 -09 -34065 $ 136.33 $ 136.33 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Letter County Copy March 06, 2009 NOTIQE: In addition to the requirements of this permit, them. may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE 14,%Yrgg.AD 1 AL_ PERMITS REQUIRED FROM OT I�t 7.7 GOVERNME NTI . • Wit' I'M (alt CliMMAGEmSAT = DISTRICTS; STATE AGENCIES, OR FEDERAL AGENCIES. 3 i Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 \\."5.„„ Phone: (305)795 -2204 Project Address .................... ..................... ..................... Expiration: 08/25/2009 Parcel Number Applicant 1066 94 Street 1132050120120 Miami Shores, FL 33138- Block: Lot: COLIN ... T, ... ......... ......... ........✓ ......... ✓.•: i:•.•::C4 ✓ice ✓:q: ... ✓:. Owner Information. COLIN Address Phone Cell 1066 NE 94 ST MIAMI FL 33138 -2945 Contractor(s) Phone QUALITY ROOFING CONTRACTORS 1 305- 751 -0382 Cell Phone • Valuation: $ 4,200.00 Total Sq Feet: Type of Work: Hurricane Mitigation Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $3.00 $1.00 $126.00 $3.00 $50.00 ($50.00) $3.33 $136.33 Invoice # RF -2 -09 -34065 R F -2-09 -34065 Total Amt Paid Amt Due $ 13633 $ 50.00 $ 136.33 $ 136.33 $ 0.00 50 Available Inspections: Inspection Type: Final PE Certification Letter 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, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. _March 06, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy March 06, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. If 0 l ZZ0 ter Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 634i--) Her"' s Owner's Address 10 6c, J/,E 9 9-‘..d),/, City &-. I State Phone # X05 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) l 66 /Jt; City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip Is Building Historically Designated YES NO X Contractor's Company Name Q 1n C by t , C01 Contractor's Address ��% f'�.�- /a/. U City AL %7i o- t` EL State Qualifier Name / (2 Phone # o5 I`)2 C o1- Zip 1 g Phone # - O gc Z f 5 d State Certificate or Registration No. C— C, 50 37 b Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I2-0 Square / Linear Footage Of Work: Type of Work: DAddition Describe Work: DAlteration DNew gi Repair/Replace ❑ Demolition A 10 ******** ******* * *********** * ***** * * * *** Fees**************** ** * ** * **�* ******* ****** ** ** *** CO Submittal Fee $ Permit Fee $ /0/ �— CCF $ 3'V0 Notary $ '� Training/Education Fee $ 1 Technology Fee $ -33 Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ • Zoning $ Double Fee $ // ,,,, Total Fee Now Due $ U0' 5.5 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection 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. Signature �,liArt.t ,y,X r ltyi f�✓,G Signat i1 F5r Agent i,/ , / The foreegoing instrument was ac tr. ledged be ore me this 1 2 � \The forming instrument w' Fowled ed fore me this l 1d1 d 1 day �: 21•I' b '� day of J ✓ , 20 % by 0'° t y y who is perso NOTARY PUBLIC: Sign: Print: My Commission Expires: who has produced wh who has produced s i entification and who did take an oath. entification and who did take an oath. NOTARY PUBLIC: b COLIN MORRIS MY COMMISSION # DD671932 ITir EXPIRES: Rat 16, 2011 Sign: Print: My Commission Expires: ********************* ******: x: x+ x****************: x***:x*********** **** ******* ****:******** *** *** **:x************ APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning 'VCR-22j ws 431‘, • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • ••• • • • • ••• A'z c.a Cvnv tic;t4:4341tZ c.v,dittac ' vt'i.vrx. • • • • • . • • ••• ••• • • •• February 13, 2009 Building Official Village of Miami Shores 10050 NE 2nd Ave. Miami Shores, FL 33138 Re: Property located at: 1066 NE 94th Street Miami Shores, FL 33138 Dear Sir: •• • • • •• • • , ••• •• • -4k F OQ 1- It has been determined by Arco Construction Corporation that subject roof does not comply with requirements of roof to wall connection as mandated by Florida Status section 553.844. Arco Construction Corporation proposes to re -strap all non complying roof rafters using HGAM 10 connectors for which we provide engineering specs. Lester J for Arco ction Corporation cc- Gene/wit Con it to tays /CGC 1505163/ 1665 N.F. 137th Temace /N.Mia i, FL 33181 305.892 - 6507 /Faa 305.892 -2379 • • • • it ••••••j• Designed for attaching gable end trusses to wood top plates and masonry walls. •' • • • • HGA10 - Versatile wood -to -wood connecto :ttpt • •Uplift satisfies high wind and seismic loading • • • requirements. 6 For Installation Into grouted concrete• • masonry bond beam. Provides Iate?gl :.; ; istance. • • • i• •• • • f els: 14 gauge sh: G90 galvanizing es: NER -532, FL819 Installation: • Use all specified fasteners. See Product Notes, page 16. • HGAM10 - Install USP's WS15 Wood Screws Into the truss and drill holes for wedge bolts. Install wedge bolts Into concrete block per manufacturer's recommendation. • HGA10 - Install with USP's WS3 Wood Screws Into top plate, and WS15 Wood Screws Into the truss. • WS Wood Screws are Included with HGA10 angles. • WS Wood Screws and Wedge bolts are Included with HGAM10 angles. • Moisture barrier may be required. F3 Typical HGA10 installation Embossed r1` 31/ guseete Improve " °k_y Lateral toad reelBtance HGA10 1) Alosatdeloadsarabased on 0181997 H@8®. Er Atonable bads kon been baed33.1 or80% forw finder seismic bads; nohn018riammeshatbepermitted. 3) WS15 Wood Sown ere 114-x 1-1(2' long end WS3 Wood Sae era M"x 3'bng. 4) usePmgeli Fasteners 114"x 1 -24" Wedge44o115(iaaludedp, r equal ®rm lo+a In cercre.e+ oe =scaly with U4"masmny drin Rate to manufacturers lltaatumfarfurtherinformation. Nen prothids at productinfomtat&oum dedgnaled Moo& HURRICANE /SEISMIC ANCHORS - H0520. HI2PRE. HHCP2. & RT SERIES These anchors Ile trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral tomes. Materials: Finish: Options: Codes: See chart 090 galvanizing; RT7A -GC & RT15 -GC - Gold Coat HHCP2, RT3A, RT4, RTS, RT7, RT7A, RT10, RT15, RT18, RT18 -2, and RT20 are available In Triple Zinc. To order, add 7Zto stock number, as In RT10 -TZ RT4, RT5, RT7, RT10, and RT16 are available In Stainless Steel. To order, add SS to stock number, as In RT7 -SS. NER 505, NER 510, NER 584, ICBO 2039, SBCCI 2031C, L.A. City RR 23888 & RR 25303, FL585R -1, FL818 Typical HC520 , FL817, FL818, FL859R -1, FL3923R -1, installation Dade County, FL 05-0105.05 - RT7, RT10, RT15, RT16, RT20 gable brace 1 eh6° h'2 s/1 a 16 /8d SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 51"r'`.. Typical HC520 HCPRS3 stud to plate installation HC520 4 • www.uSPconnectors.corn continued on next page USP2000.071 IMP SW* Kw Rd tie. Sled Gauae Fastener Scb d Marble Loads (Lber Ratted Twin Phdd' OF-LISP S.RF F1 92 F3 WOO F1 F2 F3 tlpO t 133% 15045 133% 160% 183%, 133. 180% 133% 15055 133% '150% 133% 160% VOA 1807. 11aA10 HOMO 14 (4) W315 (4) 1583 1320 1320 1555 1585 835 835 1285 1285 1110 1110 1315 1315 700 700 1080 1050 / 0 HQAM10 14 (4) 15815 (4) 114" 1 500 1 1675 1310 1580 8115 - 895 1170 1335 1675 1675 925 1115 805 895 1) Alosatdeloadsarabased on 0181997 H@8®. Er Atonable bads kon been baed33.1 or80% forw finder seismic bads; nohn018riammeshatbepermitted. 3) WS15 Wood Sown ere 114-x 1-1(2' long end WS3 Wood Sae era M"x 3'bng. 4) usePmgeli Fasteners 114"x 1 -24" Wedge44o115(iaaludedp, r equal ®rm lo+a In cercre.e+ oe =scaly with U4"masmny drin Rate to manufacturers lltaatumfarfurtherinformation. Nen prothids at productinfomtat&oum dedgnaled Moo& HURRICANE /SEISMIC ANCHORS - H0520. HI2PRE. HHCP2. & RT SERIES These anchors Ile trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral tomes. Materials: Finish: Options: Codes: See chart 090 galvanizing; RT7A -GC & RT15 -GC - Gold Coat HHCP2, RT3A, RT4, RTS, RT7, RT7A, RT10, RT15, RT18, RT18 -2, and RT20 are available In Triple Zinc. To order, add 7Zto stock number, as In RT10 -TZ RT4, RT5, RT7, RT10, and RT16 are available In Stainless Steel. To order, add SS to stock number, as In RT7 -SS. NER 505, NER 510, NER 584, ICBO 2039, SBCCI 2031C, L.A. City RR 23888 & RR 25303, FL585R -1, FL818 Typical HC520 , FL817, FL818, FL859R -1, FL3923R -1, installation Dade County, FL 05-0105.05 - RT7, RT10, RT15, RT16, RT20 gable brace 1 eh6° h'2 s/1 a 16 /8d SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 51"r'`.. Typical HC520 HCPRS3 stud to plate installation HC520 4 • www.uSPconnectors.corn continued on next page USP2000.071 MIAMI DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights 201 Longhorn Road Ft. Worth, TX 76179 /(O(Ce ,) e -9t# aireel- f t# /2 F-/-0?--/ 7 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.miamidadeaov/buldingcode SCOPE: This NOA is Ding issued under 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 shell 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 AHJ 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: CMDADE Skylight APPROVAL DOCUMENT: Drawing No. CMDADE, titled ` Birdview Skylights ", prepared by Birdview Skylights., sheet 1 of 1, dated 06/28/99, with no revision, signed and sealed by Scott Wolters, P.E., bearing the Miami Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Agile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and the following statement "Miami -Dade County Product Control Approved or MDCPCA ", 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 revises and renews NOA # 02- 0924.07 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 08-0117.02 Expiration Date: January 7, 2013 Approval Date: February 21, 2008 Page 1 Birdview Skylights NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWING 1. Drawing No. CMDADE, titled "Birdview Skylights", prepared by Birdview Skylights., sheet 1 of 1, dated 06/28/99, with no revision, signed and sealed by Scott Wolters, P.E. B. TEST 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation of the Birdview Skylights, prepared by Hurricane Test Laboratory, LLC, and Test Report No. T180- 0702 -07, dated 08t22/07, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Wolters Engineering, Inc. dated 12/18 /07, signed and sealed by Scott Wolters, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. Test Compliance and no financial interest statement issued by Hurricane Test Laboratory, LLC, dated 08/22/07, signed and sealed by Vinu J. Abraham, P.E. 2. Code compliance letter issued by Wolters Engineering, Inc. dated 01/04/08, signed and sealed by Scott Wolters, P.E. 3. No financial interest letter issued by Wolters Engineering, Inc. dated 01/04/08, signed and sealed by Scott Wolters, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08- 0117.02 Expiration Date: January 7, 2013 Approval Date: February 21, 2008 1.50' 3.250' OUTER POLYCARBONATE DOME (GE LEXAN XL10 OR SHEFFEILD MAN ON St) 1/8" THICK INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFEILD MAKRCLON GP) .100' THICK E. SILICONE ADHESIVESEALS(SCS 1000) #10X I' HWHSD WITH NEOPRENE WASHER LOCATED 4' FROM EACH CORNER AND, 10' MAX ON CENTER THEREAFTER 070' EXT. ALUMINUM ANGLQ606345) 4'MINIMUM SEE GENERAL NOTES / //, / / ROOF DECK T .150 1---- .150 J_ T .070 NOTE: All aluminum shall be 6063 T5 alloy fully mitered and hellarc Welded at corners. OUTSIDE CURB DIMENSION (000) 601,7 x98 17 MAX CONTINUOUS 101 -64 SANTOPRENE RUBBER GASKET CONDENSATE GUTTER - #10 X 3/8 STAINLESS STEEL HWHSMS LOCATED 4' FROM EACH CORNER AND, 10' MAX ON CENTER THEREAFTER .072' at ALUMINUM CURB FRAME (6063 -T5) #14 X 1' LAG SCREW (BY OTHERS) LOCATED 4" FROM EACH CORNER AND, 10' MAX ON CENTER THEREAFTER (SEE LAYOUT BELOW) CURB AND ROOFING (BY OTHERS) 10 Spaces @ 10' On Center Max. 99° MAX Fastener Layout Scale: N/A 8 SPACES 0 10' O.C. 4' (typ) Each direction at each comer BIRL . IEW SKYLIGHTS THE CLEAR CHOICE 20ILONGHORN RD. FT. WORTH TX. 76179 Ph. 817439.9266 Fx.817- 232.8468 DRAWING# CMDADE SHEET 1 OF 1 DRAWN BY: E. BIRD DATE: 6.28.99 SCALE FULL and NOTED DESIGN PRESSURES Positive +60psf Negative - 100psf LARGE MISSILE IMPACT RESISTANT Atilt SCOTT FL PE# 62354 WOLTERS ENGINEERING (COA# 27194) 322 BUCHANAN 809 HOLLYWOOD, FL 33019 PH /FAX:(954) 921-5826 EAR GENERAL NOTES 1. SHINGLE &IBURUWITH�UTRINSULATION FOR INSULATION AND TILES ADD THE INSULATION THICKNESS AND THE TILE HEIGHT TO 4'. 2. WEEP HOLES ARE NOT REQUIRED 3. THE CURB (BY OTHERS) SHALL BE PROPERLY DESIGNED AND ANCHORED TO THE STRUCTURE AND / ON TRUSSES Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 01, 2009 Inspector: Rodriguez, Jorge Owner: , COLIN Job Address: 1066 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Nailing Affidavit Work Classification: Tile /Flat Phone Number Parcel Number 1132050120120 Phone: 305 - 751 -0382 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 01, 2009 Inspector: Rodriguez, Jorge Owner: , COLIN Job Address: 1066 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile /Flat Phone Number Parcel Number 1132050120120 Phone: 305 - 751 -0382 Building Department Comments NR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments up-L; 1- .04) e_C©� Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11- State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1140 4 ;, , Owner's Name • ( :104/ AI 44 e'2112, 5 G / T Reef-2,44 Permit # X4" 41-1994 Install Date: 5:574,1 a,4446- k i i h'11 r Approx. Height Floor: 2- Scaffolds: Ladder: Slope: 3 " 2- Test date • 57 'el OOP Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument TEST RESULTS P = PASS, F = FAIL 1 21 2 22 41 42 61 62 81 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 20 40 60 80 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THLS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Respectfully Sub 7 tted By: `_.. 5i Vinayagar M. Balakrishnan V, P .E. State of Florida Lic # 63107 ,Job Add: �� �� ` `� P,.'1�L S haft oof ( 9 t �. t €€ E s t e i I i 1 t1! 1 MilinilliffinalliallaiMni AKA EMU t y � ' r miumumumummumulamoutamulimmuniam _ 1 T F d ��. !fir ''t ' r u s e: mi ai mommuunntimumuun annummILQUIllieraraMPoik,--Mrtillaia"1"7:111411111 Oil -110“1111111 1111171M lanimmimedimmivP ge&L mg too' als 111111111111111HIMIUM AIM lAlontwanninuemummain �t iia*iivar vi Sat 11 UM UM HIM 01111M11111 U11111111LUMINIMINA 1 • r Notes Afr