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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 (772) 462-1553 ' S, APPLICATION FOR REPLACEMENT OF Sf WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS 0, & OVERHEAD GARAGE DOORS Co n 1. LOCATION/SITE ADDRESS: d � 50 R, b c R, b 'F- Nc# R ? D RT S -1 UU C,'t . �j . 8'1 M 4 2. PARCEL ID NUMBER: �1 u a - 5n • D b b - bbq-� 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �-1 " (� C £. 3' X ODD 2 S 4. TYPE OF STRUCTURE: SFR -\-- MOBILE HOME OTHER 5. OWNERS INFORMATION 6. Address: Rl VE z-b e w A R c City: WQA S`-� 1 U c : State: Zip: Phone: 5- a.4- V\19 4 Email: MVO , UkV CONTRACTOR'S INFORMATION FL Reg(Cert #: County Cert #' Business Name-�ROCP04R.E tQPAg (; RRASs aUoe-S Phone Number. 1061 h R - Gu 81 Email: MS L \ C t D'a% 1) ok • CO n COMPONENT ID. .. PRODUCT DESIGN PRESSURE . PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR `" 7' 6 Sr — �� �f f %U© — !3�"� -V [] Attach 2 copies of the' Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 16 3 00 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating c struction d onin . PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWNER O CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF., Lul-c AC i'EDGED BEFORE ME THI i d DAY OF —Tf�/U , 20 % `7 , BY IS PERSONAL / OWN TOME OR WHO HAS PRODUCED '�' IGNATUR OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER ROSE MARIE FLITCH ?;r MY COMMISSION t EE 870 291 ;. EXPW. May 31, 2017 Bonded Thru Notary Public Underwriters NOTICE TO OWNER: 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. ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for. any activity -that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION, OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: ..................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ............................................. Indicate the total value of the work to take place. Total cost of construction includes all• material and labor costs associated with"the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC /27/2014 12:53 FAX 772879021-TREASURE COAST GARAGE DO 7: 2002 JOSEPH CLERK UNY FIILE# 3918442Hr OR BOOK �3598 PAGE U889, Recorded l01/24/2014OatT02:18 1 NOTICE OF COMMENCEME PermitNo..- SL C l'1(91'032/ TaxFolbNo, �i�a�-5o�_O�a�a Daa'� State of Florida County of St. Lucie The undersigned hereby gives noUeethat Improvement will be madeto certain real property, and In accordance with Chapter 733, Florida Statutes, the following information Is provided In this Notice of Commencement. Full Legal Description BAY ST LUCIE LOT 17 (SUBJ TO ESMT TO C AND SFFCD) (MAP 44122N) (OR 3137.1318: 3467A 51. 1910: 3592.980) - - y- r r1711 4-1 Seneraldesa(ptlonof hnpravanertl: �4 ri1\ia �.Q Me.rF oar 3- L� x � ()uQQ�I£g a obD c uwmr Irmonnation IN Infannatlou If the Lessee contracted for the Improvement: Name VC £, Address \,S.% If %1\Ner0A Fla. Interest in property: b Lwh wi P a - Name Name and address of fee simple titleholder (If different from Owner listed above) Contractor's Namr01i ill c , Slu Cr ContractorAddress9I6si,:d-t-1er„DeYSr.i1.eL�L—Phone Number: 119-04IR9 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ _ Name and address: Phone number: Lender Maros: Phone Number: Lender's address: Parsons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided bySecdol Z13.73(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: _ Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE 0P COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A N071M OF COMMENCEMENT MUST BE RE13DRDED AND POSTED ON THE JOB SIZE BEFORE THE FIRST INSPECTION. If YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of peduM I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and bellef. (SignaturoofOwner orLessee r OwnerAftweesAuthoritedOfficer/DirecteyPartner/ alter (Signatory's Tine/Office) The foregoing Instrument was accimfawledged before me thk_La day o4. , 20. j , g r� v (L�JIC� as --for, Name of Personn Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was executed f • �` °'aA a(�1"442z Personally known_,., or produced IdeMNkatlon-Z -- ISlgnature of Notary Public Florida) DEBORAII G. G(�F pE� n �71 Al'(Print, Type, or Stamp Commissioned Name d Notary Publl NOTARY PUBLI�r tlT fdemiflcatlon produced R--&T ✓eV5 F!r—, STATE OF FLORIDA Cammk EEOSS136 Expires 1IM2016 STATE OF F 10A STTHLI CET ICTRUE CORK .T CO HAE ORIGINAL c_ 1)­ti JAV Z 4 Z014 Property Appraiser - St.Lucie Countv. FL Page 1 of 1 Jeffrey Lackey (TR) Record: 1 of 1 Property Identification Site Address: 12150 RIVERBEND RD Sec/Town/Range: 22 :37S :40E Map ID: 44/22N Zoning: UNINCORP PROPERTY RECORD CARD <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 4422-502-0020-000-5 Account #: 118699 Use Type: SF R City/Cnty: aint Lucie County ' Ownership and Mailing Owner: Jeffrey Lackey (TR) Address: 12150 Riverbend Rd Port St Lucie FL 34984-6429 Legal Description BAY ST LUCIE LOT 17 (SUBJ TO ESMT TO C AND SFFCD) (MAP 44/22N) (OR 3137-1318: 3467-151, 1910; 3592-9 More.. Sales Information Assessment 2013 Date Price Code Deed Book/Page 2013 Final: 723800 12/13/2013 100 0111 TR 3592 / 0980 Assessed: 723800 12/13/2012 100 0111 WD 3467 / 1910 Ag.Credit: 0 12/13/2012 100 0111 WD 3467 / 0151 Exempt: 50000 10/15/2009 885000 0001 WD 3137 / 1318 Taxable: 673800 7/25/2003 850000 00 WD 1767 / 0072 Taxes: 13827.44 3/15/2000 585000 01 WD 1290 / 2473 9/13/1999 100 01 WD 1251 / 1433 12/1/1987 190000 00 CV 0568 / 0676 BUILDING INFORMATION MREPIDtO iBM (ffiJ) ta17 un 6 a` (m ' .. rat Exterior Features View: - RoofCover: ExtType: HA - HA YearBlt: Grade: A - A EffYrBlt: StoryHght: 0020 - 2 Story No.Units: Interior Features BedRooms: 4 Electric: FullBath: 3 HeatType: 1/213ath: 1 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Quat. Cond. YrBlt. DOK2 - WOOD DOCK Y 1 652 AV AV 1989 SWAV - RES POOL AVG Y 1 576 AV AV 1989 PA01 - POOL DK-AVG Y 1 1651 AV AV 1989 SPA - SPA -HOT TUB Y 1 36 AV AV 1989 DWCS - DrivStmpCon Y 1 2525 AV AV 1989 ENC2 - POOL ENC-AVG Y 1 2263 AV AV 2010 Total Land and Building Land Value: 361300 Acres: 1.06 Building Value: 362500 Finished Area: 5052 SgFt CT - Conc Tile RoofStruct: GA - Gable 1989 Frame: - 1987 PrimeWall: CB - Cedar BdBtn 1 SecWall: - MX - MAXIMUM PrmintWall: DW - Drywall FHA - FrcdHotAir AvgHUFI: ELEC - Electric Prm.Flors: CU - Carpet 100 %Sprinkled: 0 Land Information No. Use Type Type Measure Depth 1 0100-SF Res SFI-Sq Feet 46320 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=442250200200005 1/7/2014 TABLE 1609.6.2(2)-continued - ' NET PRBSSURE� COEFFICIENTS, STRUCTURE OR Ca_, FACTOR ❑ART THEREOF DESCRIPTION `Wall elements: li S 60' (Zone 5) Fizure 30.4-1 Enclosed Partially enclosed IU souure feel or less 1 1.00 1.3= Positive :_ 500 souare fat or more ' 0.75 10 souure feet or less -1.34 .eii i E _ j Neearive , 500 souure feet or more -(1 8 � -! . i i Wall elements: h ? 60' (Zone 5) See ASCE 7 Fjzure 30.6-1 Zone 4 = S. Cumonnenis and CI:1QUlne in anus of discontinuity- �0 square feet or less 0.92 �j walls uud purupets Positive 500 square feel or more ! 0.66 0.'8 i 20 souure feet or less -I 68 00 Neuauve 1 300 souare feel or more t -1 00 - • .�'- P 1 Parapet walls f i Positive 3.64 9' NeUuve -2.45 For Si: I (run = 304I.S mm, I square foot = 0.0929 trr'. 1 degree = 0.U175 rad. L. Linear init: poladon•bcnvacn values in the tnble is perruiued- b. Some C_„ values have.been grouped together: Less conservative results may be obtained by upplying ASCE 7 provisions. TABLE 1609.7(1) GARAGE DOOR AND ROLLINC3 DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) j Ei-FECTIVE WIND f AR EAV.,d detormined In accordance with Section 1609.3.1 Width Height fit) l (ft) 1 05 j 90 1 100 1 110 I 120 i 130 140 150 Roof Angle 0 -10 degreas S 8 1 IU.S -!1.9 I ll.7 -133 1 14-3 .16.4 j 17.5 -19.9 1 20.9 -23.6 i -4.5 -27.7 I 28.4 -3=2 32.6 -36.`: !0 I !0 1 10.1 -I 1.4 I l L4 .7 i 14.0 -15.7 17.0 -l9.0 i 203 22.7 j ti.7 26.6 27.i 30.5 ! 31.6 I I� I 14 10.0 -10.7 i l0.8 -110 13.3 -14.8 I 16.1 -17.9 I 19.2 -21.4 I 2°S �.l I 26.1 ?9 ! 3tJ.0 Roof Angle> 10 9. 7 11.4 -12.9 . 12,8 -14.5 15.8 -17.9 19.1 -21.6 22.8 -25.8 '26.7 -302 ! 31 0 -35.i ; 6 -0 IG i 10,9 12,3 I.1.3 -13.7 ; 15.2 716.9 1 18.3 -20.4 121.8 -24.3 i 25.6 -25.5 i 29 % ,3 0. 1 -; i -3S 0 For Sl:' 1 Square foot = 0.929 rrr. I moll = 0.447 m/s, 1 psf = 47.89 Nnr' 1. For•eliecuve areas or wind speeds between'lhose given above the load may be interpolaied, odrenvise use the load associaied with tiro ia.ver teloQiv- t:rc_. 2.•Table values sh�JI b= adjusted for heighr and exposure bymuhiplying 1)), adjustment coefficients in Table 1609.7121. 3. Plus and minus SIP$ signify prms6res actinz toward and aNvoy from dte building surfaces. . 4..Nertadva pressures assume door has 3 fret of width in b111ding's end gone. TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIG OSURE, (),) MEAN ROOF HEIGHT (feet)_ H D • , i 1.47 -5 25 1.00 1 1.3 i 30 1.00 ).66 1.05 I.45 1.70 40' !.09 t 1.49 i.7- 45 i0 1.16 1.56 ;; 1.19 ].;9 i.8 60 1.12 1.62 ! . S 7 For SI: 1 four = 3t14.8 tnnt. a..;Jl t:bie rniucs shall it adjusted for otn.rexposures and haights b% multipJying by the above cueh3 tents. 2010 FLORIDA BUILDING COD. -BUILDING 7;: :1 � ReRd sunley Date: . Customer: Phone: Owner: Phone: 2"z 51 Address: �,%�%, i � � !' ,,�a Rd. Fax: W x H MFG Model Zone Exp. Design P.S.F Test P.S.F - x Wall Construction Vertical Jambs Header Spring Pad CMU . Wood -Other Required Anchors �; gY�! /X1i°� ; T"_ Below Wood Jamb Attachment To Structure (# 1) For attachment of jambs to cast i, n place concrete: Use 3/8" x 5". Install bolts a maximum of 6" from each end. and at 24" on center. Anchors must have a minimum of 2-1/2" embedment into concrete. ( # 2 ) For attachment to hollow block, use 1/4" diameter tapcon anchors. Install a pair of anchors a maximum of 6" from each end and a pair at 12" on center. The pair of anchors should be approximately 3" center to center. Anchors must have a minimum of 1-1/4" embedment into hollow block. (# 3 ) Attach 14/0 to wood frame with rt��G " x " lags & �S �S. %� °� &1Xas required) to secure thru existing 6PZ " x fa "jamb with minimum of 1 1/2" embedment into existing stud wall. WOOD FLOOR PLAN Existing Wall INTERIOR "4' s --,,GARAGE D00R.DLrS1(311_ PR SSURES 7'14BLE 1609.3.1 WlNDPFD CONVFMIvaa, b, c t%,. i I00 ; 1J0 1 120 1 130 t: 140 150 U 78 ( 85 03 101 1 109 116 For 5l 1 mile per hour = 0.447 m/s_ a. Linear inteipolation is permitted. b. V,-;d = nominal design wind speed. c- V,* = ultimate design wind-speed:determined from -Figures 1609A, 1609B, or 1509C TABLE==1609.7(1-) GARAGE DOOR ANDRQUING DOOR'-I1PltdD1-QADS-FOR A BUILDING JUMI A MEAN ROOF HEIGHT OF Wgffj 'j- ZOCAi ED IN -rXPOs EFFECimVE WIND URE B (pal) I AREA Vwd determined in amordance with Sect7on 1609.31, ' Width Heighl 1u1 tnJ ss so i0D I 110 120 130 , 140 150 Root Angie 0-10,d,+grzzs 8 8 10 -l0 !OS -17.4 I I1.7 -]33 10.1 -UA 14.5 -16.4 17.5 -19.9 20.9. -23.6 24.5 ? _ 7 7 28 4 -37-2 32-6 14 14 10.0 -10.7 11.4 -1� 7 10.8 -12-0 14.0 -75.7 133 17.0 -79.0 202 -?-7.7 23.7 -26.6 27.5 -365 v0.8 31.6. -35A -14.8 1.6.7 -17.9 192 -21_45 -25.1 26.7 -29.1 30.0 33.4 Root Angie> 10 9 , 11.4 -12-9 J? 8 -14 5 t ` ]6 7 i 10.9 -12? I2.3 15.8 -]7.9 19.1 -21.6 22.8 __25.8 26: -35.1 35.6 -40? -13.7 152 -169 18.3 • -20.4 21.8� -243 25.6 38S ' 39.7 For Sl: I Square foot = 0.929 e- i mph = 0.447 rats, psf= 47.88 IV/rrr 33_J �.1 -30.0 1. For effective areas or wind speeds between those given above the load myyiptpolated 2. Table otherwise use the load values shall be adjusted for height and exposure b multi 1 in associated with 3_ Plus and minus sip o y P ri & by adjustment coefficients in Table 1609.7(2). Signs the lavereffecdvrarea. s4nify pressures acting toward and away from the building surfaces. - 4. Negative pressures assume door has 2 feet of width in building's end zone. a. All table %mluesshall be adjusted for other exposures and heights by multiplving by the above coefficients. R612.85 Garage door Ialaeling.' Garage doors shall "be labeled with apermanentlabq"provided by themanufacturer. The label shall identify the manufacturer. the door .- garage model/series number, the positive and negative design pres- suremdng, indicateimpactrated ifappiicable, theinstallation instruction drawing reference number, the Florida Product ApprovalorMiami-Dade Product Approval numberif appli- cable, and the applicable test standards. ' The required garage door components for an approved - garage door assembly may be indicated using a checklist for- j mat on the label. If a checklist format is used on the label; the installer or manufacturer shall mark the selected components on the -checklist that -are required to assemble an approved garage door system. The installation instructions shall be provided and avail- able on the job site_ 2010'FLORIDA Riiii.ninl.; rnnF_ Pp;gin;=rTnai . MtAMN�4D MIAMI-DADE COUNTY ►lY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 209 AFFAIRS (PERA) Miami; Florida 33 t75 2474- BOARD AND CODE -ADMINISTRATION DIVISION_ T (786) 315-2590 F (786) 315-2599- ANCE Raynor Garage Doors 1-101 East River- Road, P.O. Box 448 Dixon, IL 61021 wwwm Ig nildade.-ova@era/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation -submitted -has been -reviewed and accepted by Miami -Dade County PERA-Product Control Section 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 Section (In Miami Dade County) and/or the AM (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.. PERA reserves_ the right-torevoke this acceptance,- if it -is -determined by Miami -Dade County Product Control Section 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, llES ON:. Showcase / Masterpiece-1 TC200 Steep Sectional Garage Door up to 1614" Wide - PPROVAL DOCUMENT-:. Drawing. - .-P 3312,. tit] - Spec,- in _Load -Showcase, asterpiece, TC200", sheets 1 through 3 of 3, dated 10/23/2009, with revision B dated 06/16/2010, prepared by the manufacturer, signed -and sealed -by Richard A.-Baumann,-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 Seotion. MISSILF,IWACT RATING: Large, and Smail-Missile Impact Resistant LABELING A permanent- label -with -the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction. drawing -reference number,. approval number (NOA),-the-applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom_ angle,- or inner surface of a panel: RENEWAL ofthis .NOA. shallbe considered.after arenewal application -has been filed -and there has-beennochange 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. ADVzRTISEMENT: 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 NOA # 10-0420.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation -was reviewed: by Carlos- M.-IJtrera,P.E.- NOA No. 12-0517.13 acrncoutrry Expiration Date: October 20, 2015 Approval Date: August 2, 2012 Page 1 1 .Raynor GaraQeDoors NOTICE OF ACCEPTANCE: EVIDENCE- SUBMITTED A. DRAWINGS "Submitted under NOA # 10-0420.01 " 1. Drawing No. P-3312,-titled-"Spec,- Wind Load Showcase, Masterpiece,. TC200",. sheets 1 through 3 of 3, dated 10/23/2009, with revision B' dated 06/16/2010, prepared by the manufacturer-,- signed- and sealed by Richard A.- Baumann, P.E. B. TESTS "Submitted under NOA # 10-0420.01 " 1. Test reports on 1) Uniform Static Air- Pressure Test,- Loading. per FBC TAS 202-94 2) Large Missile Impact -Test -per- FBC,-TAS 201-94 3) Cyclic Wind -Pressure Loading per-FBC, TAS 203-94 Along with marked-updrawings and. installationdiagram of 16'x.7' Showcase Sectional Steel Garage Doors,- prepared -by Hurricane Test Laboratory,LLC,- Test Report No. G493-1102-09, dated 02/03/2010, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on 1)- Uniform- Static Air- Pressure Test,- Loading- per FBC TAS 202-94 2) Large Missile_ Impact_Test-per. FBC, TAS 201_-94 3) Cyclic Wind Pressure Loading_ per FBC,.TAS 203-94. Along with marked -up drawings and -installation -diagram -of a 12'x_7' Showcase Sectional Steel Garage Door,- prepared -by Hurricane Test Laboratory,LLC, Test Report No. G493-1201-09, dated 02/03/2010, signed and sealed by Vino J. Abraham, P.E. 3. Testreports on 1) Uniform Static Air- Pressure Test,. Loading- per FBC TAS 202-94 2) Large Missile Impact -Test per FBC,-TAS 201-94 3) Cyclic Wind -Pressure Loading- per FBC,- TAS 203-94- Along with marked -up drawings_ and- installationdiagram of 9'x. 7' Showcase SectionalSteel Garage Doors,- preparedbyHurricane Test Laboratory,LLC,Test Report No. G493-1201-09, dated 02/04/2010, signed and sealed by Vinu J. Abraham, P.E. 4. --Test report on Forced Entry Resistance Test, per. FBC 24.113.2.1, TAS 202-94 of two (one TradeMark and. one Showcase) 1.6'x-7' Sectional -Garage Doors, prepared by Hurricane Test- Laboratory, LLC,.Test-Report No. G493-0706-10,-dated. 08/1-0/201-0,. signed and- sealed by Vinu J.- Abraham, P.E. 5. Test report ore Tensile Test.per- ASTM. E8,-of steel sheet, prepared by Certified Testing - Laboratories, Test- Report No.. 0037T,- dated- 01/20/201-0,. signed- and sealed by Ramesh- Patel,-P.E. 6. Test report -on Salt Spray per ASTM Rt 1-7 of painted. 040 galvanized_ painted steel, prepared by Wendler- Engineering- Services,. Inc.,- dated 04/12/201.0, signed and sealed by Richard A. Baumann, P.E. Carlos AL Utrera, P.E. Product Control Examiner NOA No.12-0517.13 Expiration -Date:- October 20, 2015 Approval Date: August 2, 2012 E-1 Raynor Garage Doors NOTICE OF ACCEPTANCE:- EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA- # 10 0420.0111 L. Jamb attachment venfication.calculations, prepared- by Wendler Engineering Services, Inc., dated 04/13/2010, signed and sealed. by Richard A.- Baumann,. P.E.- D. QUALITY ASSURANCE 1.- Nami-Dade Department of Permitting,- Environment, and Regulatory Affairs. (PERA). E. MATERIAL-CERTIFICATIONS- 1.- Test report on Surface Burning- Characteristics,- per ASTM- E84 of Type IX EPS, Report -No. 3147467SAT-001,-prepared-by Intertek-Testing. Services, NA, Inc.,. dated. 04/10/2008, signed by Chris Bowness, P.E.- 2. Test.report-on Self -Ignition. Temperature per. ASTM D1-929 of Type IX.EPS, prepared by Intertek Testing. Services, -NA, -Test Report -No. 3147467SAT-002,.dated 06/1212008,signed by Chris Bowness,, P.E. 3r Notice of Acceptance No.-1-1-0926.07,- issued to Dyplast Products LLC.,for their EPS Block- Type Insulation,. approved- on-1-1./1-0/201-1,- and expiring. on- 01/1- 1/2017. F. STATEMENTS- I.- Statement letter of code conformance to 2010- FBC,- issued by Wendler- Engineering Services,- Inc., dated 05/1412012, signed -and sealed, byRichard- A. -Baumann, P.E.. "Submitted under NOA # 10-0420.01 " 2.- Statement letter of code -conformance with FBC- 2007, issued. by Wondler Engineering Services, Inc., dated- 04/12/201-0,. signed and -sealed by Richard A.. Baumann, P.E.. 3. Statement letter of no financial interestissuedby Wendler- Engineering. Services,Inc.,- dated- 04/12/2010,- signed- and -sealed -by Richard A, Baumann,- P.E.- e71.��� Carlos M. Utrera, P.E. Product Control EXaminer NOA No.12-0517.13 Expiration Dater October 20,2015 E -z Approval Date: August 2, 2012 INTERIDRSNW A16B TftlOK610OALvkNNEoSTEEMINANEMI(PRIHDIAND oAlOiDoOmM aTERfmIOHWHKDIb ROLrFCRNEDWITH WOOD ORMVTOGMANDSTAPAPEDWLPANELS. �p p�yARBp� MO�TA1LON RHMISCOSED FOR SHMASE AND MASTERPO!CEOR SNOOTHFORTC200. 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