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Home My WebLink About1207 W 14 StECEIVED JUL 2 6 2011 CITY OF SANFORD BY:----- -- --=- BUILDING & FIRE PREVENTION r PERMIT APPLICATION Application No: ' f Documented Construction Value: $ 9561' y0 Job Address: % U ('!n?f• Historic District: Yes No Parcel ID • Zoning: Description of Work: V C "AL, F ,I \ yaore— Plan Review Contact Person: iY I C ram- lJU 0_ Phone: r 2 _ Fax: E-mail: Property Owner Information Name 4 i wj 1 AA /t S Phone: Street: Resident of property? City, State Zip: <!;Pr--P /L/Go - Contractor Information Name U61-S l%Gri-S i`" Phone: Street: wL L-Z !ERM ral %li/• Fax: Title: City, State Zip: _ & A - ! Z State License No.: Architect/Engineer Information Name: / Phone: ' Street: City, St, Zip: s 1 Bonding Company: Address: t ` I ' ' OGTNAr;,44%8f u dlQS ,cS d8a 2st gx3 .m;rtsa rff,4 SBtOa 3 nog.2immo n210 • j 1! si!otfcN r1r c1T b7hnoBBuildingPermits Square Footage: No. of Dwelling Units: Electrical Fax: y E-ma' Mortgage Lender: Address: INFORMATION Construction Type: Flood Zone: New "Service — No. of AMPS: Mechanical 13 (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: In 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based ' on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. z r of wner/Agent Date S gotfon or/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: a -] UTILITIES: ENGINEERING: COMMENTS: frm e S --- Print Contractor/Agent's Name e OTF176i IE BLANTON Date Notary Public - State of Florida My Comm. Expires Feb 25.2015 Commission N EE 60182 Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: FIRE: BUILDING: oZr' Rev 11.08 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCKL DETAIL 1^. DAvtD JOHn6ON. CFA.A5A 1 PROPERTY APPRAISER SEMINOLE COUNTY FL 1% s F 1101 E. FIesTST BANFORD. FL 32771-1468 407-6651-7506 VALUE SUMMARY VALUES 2011 2010 Working Certified Value Method Cost/Market Cost/MarketGENERAL Parcel Id:35-19-30-503-0000-0020 Number of Buildings 2 2 Owner. BARNES JOHNNIE M & Depreciated Bldg Value 17,955 21,200 Own/Addr: BARNES TOMMIE Depreciated EXFT Value 0 0 Mailing Address: 1207 W 14TH ST Land Value (Market) 22,932 25,116 City,State,ZipCode: SANFORD FL 32771 Land Value Ag 0 0 Property Address: 1207 14TH ST W SANFORD 32771 Just/Market Value 40,887 46,316 Subdivision Name: FLA LAND AND COLONIZATION COS ADD TO SOUTH SANFORD Portablity Adj 0 0 Tax District: S1-SANFORD Save Our Homes Adj 16,064 21,880 Exemptions: 00-HOMESTEAD (1999) Amendment 1 Adj 0 0 Dor: 01-SINGLE FAMILY Assessed Value (SOH) 24,803 24,436 Tax Estimator Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 24,803 24,803 0 Amendment 1 adjustment is not applicable to school assessment) Schools 24,803 24,803 0 City Sanford 24,803 24,803 0 SJWM( SaintJohns Water Management) 24,803 24,803 0 County Bondsl 24,8031 24,8031 0 Potential Portability Amount is $16,084 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. 2010 VALUE SUMMARY SALES Tax Amount ( without SOH): 428 Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: 0 0 QUITCLAIMDEED 0711998 03513 0914 $100 Improved No Save Our Homes (SOHJ Sayh- s: 428 WARRANTY DEED 1011990 02244 1028 $100 Improved No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find ComparableSaleswithinthisSubdivisionLEGALDESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... - FRONT FOOT & DEPTH 120 120 .000 210.00 $22,932 LEG LOTS 2 + 3 FLA LAND + COLONIZATION COS ADD TO SOUTH SANFORD PB 1 PG 73 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New Building 1 SINGLE FAMILY 1920 3 725 1,025 725 SIDING AVG $9,019 22,548 Sketch Appendage I Sqft OPEN PORCH UNFINISHED / 132 Appendage / Sgft OPEN PORCH UNFINISHED / 72 Appendage / Sgft OPEN PORCH UNFINISHED / 96 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed Porch Finished,Base Semi Finshed Building 2 SINGLE FAMILY 1920 3 524 1,292 560 SIDING AVG $8,936 22,341 Sketch Appendage / Sgft SCREEN PORCH UNFINISHED / 138 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 156 http://www. scpafl.org/web/re web.seminole county title?parcel=35193050300000020&c..: 7/26/2011 FEB-22-2010 01:14 FROM: ow"L8 'Oar IVNEEXa OFFICE TO:14076885152 P.3/3 Work Write Up for Weatherization Program pp — TO Corrtactor. tams listed an the work write up may not pertain to your core business function, Thade items should be bid under tno umbrella of your compc(ny'Mrough licensed 0ontraatom soon no PNmNng, Electrical, NVAC. Roofing Etc. it is your m"sibslty to pull prnrtita and pravk% rssnsts pertaining to your business function aomnling to Loral Municipafabr and Code and or pmIde the same from licensed contractors 0a alining to Plumbing, Electrical, MVAC, Roofing Etc You are required to provided Certified Payroll for Oil walk performed an resldence, for your company and all suDeaetraetors heed by yaw Any house or trailer built We 1978 will requke EPA Laad-Safe Work Priam or Lead Yesting to be performed by a EPA Lead -Safe Cartllled Firm. Phatoa of EPA head -Safe Work Practice or Documentation Supporting Negative Teat Rosulb are required for agency documentation a; client file. if addftlanal Items are needed in oonjuntXoi wuh a work Write Vp loam. you must provide on addendum explaining repair. In order for psymorn to be processed Yw must provide the PaymOM Regueat Form, Signed IMMIM Releass of Lion, Passed Permits, LSW Oocumentatlon for pre-107e tomes 3 Davis Ba=n Comolmc a.Addhfonal info may to required. As Work and Punch List Hems must be 100% comp. Prices b itama may be Me0jW to change, to meet budget requirements. If to, Wke sM hem changes will be agreed upon verbally. The bid w4 than be atljualted, t agned by MOW as (Addendum to Bid), and sent back to you. You are required to sign as (A=ptenre of Addendum to Bid) and send back to MOW. MOW will than sign as (Aex"nca of Bid) and send back to you. Work may begin. AN apecitirado ns. tares and 0ondillone shall be as dascnbod in the OWNER/CONTRACTOR AORBEMGNT and the FLORIDA WEATHER17ATION HANDBOOK, MATERIALS. INSTALLATION and WORKMANSHIP STANDARDS m Deacrf lion of Materials/t3erviaef3 Raquirod ' Priori # Material Labor Total 1 Incas newwraow 4 150.00 15D.00 S 300.QD 2 Install new boor D2 4 9 250.00 S 200.00 9 450.00 3 4 5 7 6 10 11 12 13 15 16 17 18 NAIVE: Johnnie Bamoa DATE: 711111 Is 750•00 Built im barnaee 7.11 ADDRI`,33: 1Y07 W 14M SVOCA Sanford Flortde 32771. PHONrz; Notice to Bid Please Inspect the property and Submit the worK-wrtts up with your cost to me NO TER THAN. 3.1.2011. If your bid meets the criteria, you will be -contacted with the To Proceed With Work, signed, with a time frame for to be Completed in. Notice Gortnactor, _ *" iCwryl 8lgnatu Data;_ f Addondum to Bid: Data: MOW Node* To Proceed WiIhWork . Your contraC t and proposal for homeowner repair$ ar4 upgrade$ at the above mentioned a441nss. Owner$ have been examined and accepted by the Weatheftation Program staff. Items have.meet the approval of the client Items mentioned above are to be completed within the specified limo frame• You may begin work on XX XX-2011. You snail complete all work on or before XX XX•2011. Accaptance-of Bid; Date: Jay Cufbow i Waatiterhmflon Manger MOW Imay, proceed) Meals on Who$% Eta ACceptanace of 2901 S. Financial Ct. Sanford FL, 32773 Addendum to Bid: De6o• Office•; 40733MB77 att.9141 Fax 407-829-2468 CONTRACTOR (sign 6 send back Cali: 32/3884829 PERMIT# 4-iaz OFFICE 7ii;'","Y4'2i''`":".,.'..vss,.'_ ; •T':S a i:kR• ''••r'r:3'^•; +`'+n='z ._.y xv ia,.r.,i .. .t-r' W,.aY'.°i '3' .. n ' < 4.^` @'cvti,` ` t• d t,ni..Y' 5- lnwmriat3 k'''s,. •.:.. yl= s,x?,e':tk x._a r$3¢x^<:.i'` tjr;} `. K:':1 t`_r i> C 7{; j, ,- „• Pl!"-lt.J :4. A'3 + 1 `+• s.• "... ^r. ^_a„K'Fp• •N*r{...t<Y:.:rxyifi+ s - n xas•..s -; :;:v,..-.'' 1?2-?-' "s,a`.3 . R•g•; . a_•'. i at+:''a:naf}° '.? r."•:H....... f BQSFiome i LogIn i User Reg atian ; HaTopla j SdxnRSurdwrge j StatsikFads f Publications s FBCS ff aQSSiteMap links {'Search Product Approval E USER: Public User F 1' PD PPu {educt appreyal Ffe_nu > Product pr ppJmtion Smirch > A n Uon IJst > A raOTon Ddail r i•r FL V FL13850 Application Type New p Code Version 2007 sr Application Status Approved Comments Archived Product Manufacturer General Aluminum Company Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 972) 242-5271 Ext207 ivan.paredes@gacbc.com Authorized Signature Ivan Paredes Ivan.paredes@gacbc.com Technical Representative Ivan Paredes Address/Phone/Email 1001 W. Crosby RD. Carrollton, TX 75006 ivan.paredes@gacbc.cwm Quality Assurance Representative Ted Scroback Address/Phone/Email 1001 W. Crosby RD Carrollton, TX 75056 ted.scroback@gacbc.com Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By Steven M. Urich, PE Validation Che0dlst - Hardcopy Received Certificate of Independence FL3385.0_RO CQI CQrti%cate_pf Indgpendence.pdf Referenced Standard and Year (of Standard) Standa Year AAMA/WDMA/CSA 101/LS.2/A440-05 2005 ASTM E 1886 2002 ASTM E 1886 2005 ASTM E 1996 2005 ASTM E 1996 2002 http://www-floriclabuilding.org/pr/pr_app dtl.aspx?pamm=wGEVXQwtDgv'/o2bFd42duxg... 9/22/2010 rionaa. rsuuamg %-uuc kimmu ASTM E 330 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/28/2010 Date Validated 07/04/2010 Date Pending FBC Approval 07/14/2010 Date Approved 08/10/2010 Date Revised 11/02/2010 2002 Summary of Products 4) 0 Page 1 / 20 0 Go to Page p mber or Name Descri tion Series13850.1 . 0 Aluminum S/H (Fin) " x 84" Annealed 3/16". Per anu a urer s Inswiladon Instructions. Limits of Use Installation Instructions Approved for use In HVHZ: No FL13850_RO II_FL002591iRectangular._pdf Approved for use outside HVHZ: Yes FL13850 RO II FL002606_Designer.pdf Impact Resistant: No Verified By: Luis R. Lomas, P.E. 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: See attached drawings for the Installation Evaluation Reports instructions, product performance, limits/DP and other FL13850 R0_AE 510337_1 Evaluation.pdf limits of use. Created by Inde endent Third Party: Yes 13850. 2 Series 1100 C. Head and Sill Aluminum S/H (Fin) 88" x 72" Annealed DSB. Per Manufacturer' s installation Instructions. Limits of Use Installation Instructions Approved for use in HVHZ: No FL1385Q—KL II FLO0253A Recta ngular.pdf Approved for use outside HVHZ: Yes FL13850 RO II FL00254A Designer.pdf Impact Resistant: No Verified By: Luis R. Lomas, P.E. 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other. See attached drawings for the installation Evaluation Reports instructions, product performance, limits/DP and other FL13850_110_AE 510334--1 Ev_aluation.pdf limits of use. Created by Independent Third Party: Yes 13850. 3 Series 1450 Aluminum S/H (Flange) 44" x 84" Annealed 3/16". Per Manufacturer' s installation instructions. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13850_RO II FLOO263B RectangulaLpdf Approved for use outside HVHZ: Yes FL13850_RO II FL002646 Designer.pdf Impact Resistant: No Verified By: Luis R. Lomas, P.E. 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: See attached drawings for the installation Evaluation Reports instructions, product performance, limits/DP and other FL13850 RO AE_510339_i Evaivation.pdf limits of use. Creaied by independent Third Party: Yes 13850. 4 Series 1450 C. Head and Sill Aluminum S/H (Flange) 73" x 71" Annealed DSB. Per Manufacturer' s installation Instructions. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13850 RO II FL00046A Rectangular.pdf Approved for use outside HVHZ: Yes FL1385Q—RGL IIIFL00107A.Designer.pdf Impact Resistant: No Verified By: Luis R. Lomas, P.E. 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: See attached drawings for the installation Evaluation Reports Instructions, product performance, limits/DP and other FL13850 RO_AE 510050=1_Evaluation.pdf limits of use. Created by Independent Third Party: Yes 13850. 5 Series 1550/1570 Aluminum S/H (Flange) 44" x 84" Insulated Annealed DSB. Per Manufacturer's installation instructions. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13850 RO II FL00265B,11ectanguLe r pOf Approved for use outside HVHZ: Yes FL13850 RO II_FL00266B Designer.pdf Impact Resistant: No Verified By: Luis R. Lomas, P.E. 62514 http:// www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv%2bFd42dux... .11/30/2010 WINDOW WIDTH SEE ANCHOR CHART A I / MID NOTE 7 REVISIONS REV DESCRIPnON DATE APPROVED A REVISED PER 2007 FBC 8/18/08 R.L. 8 UPDATED PER FBC COMMENTS 11/16/Oa R.L. 1 1 8 B Maximum design pressure capacity chart with 3/16"Annealed WINDOW HEIGHT 24'O.0 MAX (TMP) Total 26.00 Holght(in Lower 13.00 Upper 13.00 or 1/8" Tempered glass Unit width (in) 19.13 26.50 30.50 Pos I Nog Pox Nag Pica Nag 40.0 75.0 40.0 75.0 40.0 75.0 37.00 Pos Nag 40.0 75.0 00 Pos Nag 40.0 75.0 38.38 19.19 19.19 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 73.2 60.63 25.31 25.31 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 60.9 64.63 27.31 27.31 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 58.3 63.00 31.50 31.50 40.0 75.0 40.0 75.0 40.0 75.0 40.0 72.2 40.0 54.3 72.00 38.00 38.00 40.0 75.0 40.0 75.0 40.0 75.0 40.0 10.6 40.0 51.5 84.00 42.00 42.00 40.0 75.0 40.0 75.0 40.0 75.0 40.0 70.6 40.0 50.0 ELEVATION VIEWED FROM EXTERIOR NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) MASONRY OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. MASONRY OPEN NO DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063 5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 7) FOR ANCHORING INTO MASONRY USE 3/16" ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2' MINIMUM EDGE DISTANCE, LOCATE ANCHORS IN PREPUNCHED HOLES AT HEAD AND JAMBS REFER TO ANCHOR CHART FOR NUMBER OF ANCHORS REQUIRED. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS, SILL MUST BE ATTACHED TO THE 116 AL10) UECAULK FOR PERIMETER SEAL AROUND EXTERIOR WINDOW. 11) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN PRESSURE IS UMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6PSF ACHIEVED IN 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Com1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) IF EXACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE. 14) UNITS MUST BE GLAZED IN ACCORDANCE WITH ASTM E1300 IS Minimum number of anchors required Units anchored uslno a116" rrW Taocon Unit width (in) eight( In) 19.13 26.50 30.50 1 37.00 44.00 Total Lower Upper Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 28. 0 13.0 13.0 2 2 3 2 3 2 1 3 2 4 2 38. 4 19.2 19.2 2 3 3 3 3 3 3 3 4 3 50. 6 25.3 25.3 2 3 3 3 3 3 3 3 4 3 54. 6 27.3 27.3 2 3 3 3 3 3 3 3 4 3 83. 0 31.5 31.5 2 4 3 4 3 4 3 4 4 4 72. 0 36.0 38.0 2 4 3 4 3 4 3 4 4 4 84. 0 42.0 42.0 2 4 3 4 3 4 3 4 4 4 Horizon tol Verticol D191teMy alaned by Lole R. Lomas P. Window HorizontalWindow Horizontal Window Vertical Window Vertical E. Location: 1432 Woodford Rd. Lewlwllia, NC 27023 C91IS17a TIPTOTIP CatSlze TIPTOTIP Dodo: 2008.11.1711:30:23a5ro0' 1H 26 112 3 38 318 GENERAL ALUMINUM 1l1IIL0 R• 3030 112 4 50 518 COMPANY OF TEXAS, LP 1001 W. CROSBY RD. CARROLLTON, TX 75006 J g v••%G ENs op01 j 2SPCL37 44 4+ 4 8 SPCL 54 618 72 84 SERIES 1450 SH WINDOW RECTANGULAR 44 X 84 0,,6 61 ELEVATION, DP CHARTS AND NOTES o0TATE ORWNI DWD NO. REV FL 00263 ii/71 NA11E\\ srALE TUTSDATESHEET10/25/07 1 OF 2 Florida Building Code Online Page 1 of 4 PERMIT # A 01 BCIS Home! Log In User Registration ( Hot Topic Submit Surcharge I Sorts & Fads Publicatlans j FBC Staff BOS Site Map ' Links Search K" 4.. Product Approval F Or USER: Public User ProotL4 Approval Menu > ProQgct CKAppliparch t(an Se > Application List > Application Detail FL # FL11136 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/ Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbc@jeld- wen.com Authorized Signature Janet Gerard fbc@jeld- wen.com Technical Representative Steve Saffell Address/ Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 541) 882-3451 Ext2900 stevesa@jeld- wen.com Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS- 201 1994 TAS- 202 1994 TAS- 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method i Option A http:// www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvui5... 3/29/2011 JELDVEN® Steel 8t8a3 B'-0"SINGLE NSVVINO OPAOUESTEEL EDGE IMPACT STEEL DOOR IN WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGILDINGCODESNEDTOCOMPLYWITHTHEFLORIDAHIGHVEVELOCITYHURRICAN ZONES (FNHZ) REQUIREM Z WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4.IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: FOR 8'8' WOOD FRAMES - SEE TABLE SHEET 1 FOR 8'0' WOOD FRAMES - SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM-E331. 7. iHHIIS*PRODUCT DOES NOT MEET THE WATER REQUIREMENTS Common to on Creme conglonsl DOOR LEAF CONSTRUCTION: Face sheata: 24 ga. (0.020") minimum thickness, G6mnkad Steel A-525 commercial qualittyy - AKDO per ASTM 620 with minimum average yield etrongth "26,240 psi. Care dealan: Expanded polystyrene with 1.0 to 1.25 lbs. density, v JELD-WEN. Pomp ConstrucNan: Steel face sheets glued to expanded p0lyatyrZO (FPS), wilh steel top and bottom roils and stool eU{es with a wood lack block reinforcement Ths hinge stile contains a MOF board for added hinge support Frame Conalruation (Both Frame Tyaea): The head Jambs and aide lambs are mortised, butted and Joined using (3) 7/8" x 2 wire stoppks. M aluminum adjustable Inswing roslrokl was unFUllied at the ant. An optional aluminum Qk ADA threshold Is evadable. TABLE OF CONTENTS O.Titti:[771:Tei[r:IJP.(,7?a lafllC s aW. tFlt11E 1O R J V 0A .- WAX. PANEL 141DTH JJ TMWE D Z d t L aNp WAx w O Wxml W Y aD g am 0 0 z W Fn lob pO % < 0 ib old 2 roo PRODUCTRENEWEII a. Ascm the Weride Amptx= Na n dG SINGLE INS/UNIT Xl iaIhe68 0SCAL - 1'-0" SCALEZ' -1-"vbwROentr 13 dxct0s wt^ ALL DOOR MODELS ARE VIEWED to FROM THE INTERIOR SIDE % O DESIGN PRESSURE RATING wHM WAM sanmATA4 REQUUM1401 R HEEDED WNERE WATUt 11 L MTION MUMOM 19 NOT 1,113MM 6'8" ( X) SO.OPsf 80.0psf 80.0psf BO.Opsf 8'0' ( X) 61.Opsf 65.Opsf 61.Opsf 65.Opsf UNrr SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG RATIO (OH) m ON IEMGTH/OH HEIGHT GREATER THAN 1. 0 FLORIDA P. E. NO. 56861 11N,r NIJ a axald dvma:c an PA COX verse aitNt4 M1 12' tU Sc AS NOTE DWO. By.- EAG CM ".S. SAFE DFAWWa NO.: OC9970-1 1 j of yS Florida Building Code Online Page 2 of 4 C Date Submitted 07/21/2008 Date Validated 07/23/2008 Date Pending FBC Approval 07/28/2008 Date Approved 09/15/2008 SuipM_arXof Products Number or Na Description 136.1 Steel, Steel Edge in W d Frame T-0" x 6'-8", O a ue, Sin le Door, In -swingEModel, its of Us Ce or use in HVHZ: Yes Approved for use outside HVHZ: Yes FL11136_110C CAC 2007 Compliance Letter for NOA Impact Resistant: Yes 08-0208.06.pdf Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 02/11/2013 Instructions as stated on NOA Installation Instructions FL11136 RO II 08=0208.06.pdT Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136. 2 ISteel, Steel Edge in Woad Frame T-0" x W-8", Opaque, Single Door, Out-swin Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F411136 RO_C CAC 08-0208.07.pdf Approved for use outside HVHZ: Yes FL11136 R6 C CAC 2007 Compliance Letter for NOA Impact Resistant: Yes 08-0208.07.pdf Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other. Product must be installed per manufactures 02/11/2013 instructions as stated on NOA Installation Instructions FL11136_ RO_II Q8-0208.07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136. 3 Steel, Steel Edge in Wood Frame 5'-4" x V-8", Opaque, Single Door, With or Without Side- Iites, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_RO C CAC 07-0709.03.pdf Approved for use outside HVHZ: Yes FL11136 ROC CAC 2007 Compliance Letter S, TAS- Impact Resistant: Yes 201,2,3.PDF Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other. Product must be installed per manufactures 08/08/2012 instructions as stated on NOA. Side -liter are not Impact Installation Instructions Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II 07-0709.03.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136. 4 Steel, Steel Edge in Wood Frame 8'-4" x 6'-8", Opaque, Single or Double Door, With or Without Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136_R6 C CAC 07-0618.10.pdf Approved for use outside HVHZ: Yes FL11136 RO C_CAC_2007 Compliance Letter S, TAS- Impact Resistant: Yes 201,2,3.PDF Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other. Product must be installed per manufactures 07/03/2012 Instructions as stated on NOA. Side-lites are not Impact Installation Instructions Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 II RO07-0618.10.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 11136. 5 Steel, Steel Edge in Wood Frame 12'-0" x 6'-8", Opaque, Single or Double Door, With or Without Side-Iites, Out-swln Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R6 C CAC 07_0820.08.pdf Approved for use outside HVHZ: Yes FL11136 ROC CAC 2007_ Compiiance Letter S, TAS- Impact Resistant: Yes 201,2,3.PDF Design Pressure: +61/-61 Quality Assurance Contract Expiration Date Other. Product must be installed per manufactures 08/22/2012 instructions as stated on NOA. Side-Iites are not Impact Installation Instructions Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136_RO II_07-0820.08.pdf http:// www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvui5... 3/29/2011 141AMkDADE MIAMI DADE COUNTY, FLORIDA rlttl!!f METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 1563 PRODUCT CONTROL DIMION MIAMI, FLORIDA33 305) 375901 FAX (3 330-05) 75-29082908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series'W-8" & 8'-0"" Single Inswing opaque Steel Doors APPROVAL DOCUMENT: Drawing No "DC9970-1", titled'W-8" & 8'-0 Single Inswing Opaque Steel Edge", sheets 1 through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Units are not rated where water infiltration is needed, unless complies with exception per FBC. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved', unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words MiamiDade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-1211.11 and consists of this page l and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. hPPP,G`/ED ! NOA No 08-0208.06 Expiration Date: February 11, 2013 Approval Date: March 20, 2008 Page 1 Jeld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTMD A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "DC9970-1", titled 'V-8" & 8'-0 Single Inswing Opaque Steel Edge", sheets 1 through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E. B. TESTS (Photo copies from files # 02-1211.11), original test report conducted per SFBC, 201, 202 and 203-94, now termed as FBC, TAS 201, 202 and 203-94. 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) No Water Resistance Test performed. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per PA 202-94 along with marked -up drawings and installation diagram of single outswing and inswing residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No(s) Test Report No. CTLA455W, dated October 11, 1999 and CTLA650W, dated January 03, 2001 and, both signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS: 1. Anchor calculations prepared by O.M. Engineering Services Inc., dated 02-06-08, signed and sealed by Nimesh Bhaysar, P. E. D. QUALITY ASSURANCE BY; 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Photo copies from files # 02-1211.11) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report.No. CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8-93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS-J99006660-001, prepared by Intertek Testing Services NA, Inc., issued to Jeld-Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929-91A "Standard Test Method for Ignition Properties of Plastics'; signed and sealed by Douglas Keith Tucker, P.E. F. STATEMENTS L - Letter of conformance & "No financial interest" dated February 01, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Laboratory Statement of compliance, part of the test report CTLA455W & CTLA650W, signed and sealed by Ramesh Patel, P.E. F. OTHER 1. This NOA renews NOA # 02-1211.11, expiring February 11, 2008. ls M 1.f.LA.V.A. haq I Chands, P.E. Product Control Examiner NOA No 08-0208.06 Expiration Date: February 11, 2013 Approval Date: March 20, 2008 E-1 a 9/1s^ 8 9/16" SEE DETAIL D 6" 15 16 IYP M 15 16" r' n coI N M 15 16" iq 1 15 16" 7 9 15 16" Ln 15 16" SEE DETAIL B 15 16" A - ( 7i.9L 6"--I I— ANCHOMMLAUTMIX NIM SCALE.' 1/2" =1'-0" L I "' Ii DETAIL A 1 1'- 0 9%1 "" 1- 0 8%18" 1'- 0 1 / 16 1'- 0 5%1 1'- 0 yl 1'- 0 51 1'- 0 8%16' SEE DETAIL D 8 3/4" I7 9 4' r 2'_2" 5' 7 9 C@SEE DETAIL B C C9 _ SEE DETAIL C INS) FINANCIfORM CA CLIAU,y (X) SCALE.' 1/2" =1'-0" ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE D14TA1L C DETAIL D SCALE.' 8" -l'-O" 2' 2'- 2" DETAIL C 0 rn cc DETAIL DETAIL A a, O cc ZO ZZ W ado Lt1 Y w Wa Yn. k. WAMAS NOTED No. eat EAC zashf DRW" mmS. F> E a arasno o mmaz ra DC9970-1 0. M1lQ/61WY OoAe R-Fn sir _4_ ov 5