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Home My WebLink About229 Justin WayPermits Pius, LLC f ;, P.O. Box 6650 Ocala,861-plus (7587) 352) RECEIVED DE- L 0 1 2010 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Q rJ a Application No: J I -_ 03 Documented Construction Value: Job Address: . cJ US I (-i G-i--& Historic District: Yes No Parcel ID: u " Zd 3U 5O Mom '0 S Zoning' Description of Work: QC W d UWS &Y1.,Q.'.. Plan Review Contact Person: A-ir it ins LL( Title: Phone: _5b2'at i %5/ Fax:? -S?i n l-`7,_ E-mail: Property Owner Information Nam 1 r Phone: Street: 1 Resident of property? City, State Zip: y Contractor Information NameLvoes .—ii 2 rr*er InC•-pe*X &ojro Phone:-_-wS6 Cv1-El8'7 Street: A5 2q SDt *h b r k C t r&e *4 3 O Fax: 2 r5 Q (1 10jio F L 3 Z9l q State License No.: i C 15 a City.` State Zip: . Name: _P Street: City, St, Zip: N P Bonding Company: 0 I P Address: N {' Architect/Engineer information Phone: 'P Fax: N E-mail: Mortgage Lender: Address: (# PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical Plumbing O New Service - No. of AMPS: - New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: 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. furnaces, I detand that rs, a separate permit and must be secured for electrical work, plumbing, signs, wells, pools, air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHE FIRST INSPECTION. AA TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ORRAN BEFORE RECORDING OUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to thispropertythatmaybefoundinthepublicrecordsofthiscounty, and there may be additional, permits requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, 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 ordertocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate theplanreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit wiybe applied to yo r pen -nit fees when the permit is released. Signature of Owner/Agent Dato Print Owner/Agent's Name Signature of Notary -State of Florida Date of Date i ph r sf C o.l.o Pri ontractodAgent' Name t a (i1b ignature of Nota - tate of Florida ate o PaY P e c ANNE S. FIOMA%O a My COMMISSION # EE 02"', EXPIRES.October 21, 2014 TNu0 eumt Notary Smite, r4%f OF Q Contractor/Agent is V Personally Known to Me or Owner/Agent is Personally Known to Me or produced ID Type of ID ________— Produced ID Type of ID APPROVALS: ZONING: APA a';' o UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: /a COMMENTS: Rev 11.08 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAYID JONNS N. CFA. ASA 26 n j gr 1; •x y i PROPERTY E, APPRAISER S.rJIINOLE COUIYTY•FL... t 1107. E F1asT ST 6ANFORE).oL32778- i4E$- U dy 1' •l:.i3 "/ 9+7i 101 Sf ZW 6 " -: r p'` .&.. 1°• 407 - 865a 7506 T ,. it ',,,!•""k - , , ur........... VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Parcelld: 10- 20-30-501-0000-0450 Number of Buildings 1 1 Owner: CARR SHIRLEY Depreciated Bldg Value 55,917 59,374 Mailing Address: 149 DUBLIN DR Depreciated EXFT Value 0 0 City,State, ZipCode: LAKE MARY FL 32746 Land Value (Market) 18,000 18,000 Property Address: 229 JUSTIN WAY Land Value Ag 0 0 Subdivision Name: GROVEVIEW VILLAGE Just/Market Value 73,917 77,374 Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: Save Our Homes Adj 0 0 Dor: 01- SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value ( SOH) 73,917 77,374 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 73,917 0 73,917 Amendment t adjustment is not applicable to school assessment) Schools 73,917 0 73,917 City Sanford 73,917 0 73,917 SJWM(Saint Johns Water Management) 73,917 0 73,917 County Bonds 73.917 0 73,917 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vaclimp Qualified 2010 VALUE SUMMARY WARRANTY DEED 10/2006 06459 1777 $157,000 Improved Yes 2010 Tax Bill Amount: - $1,554 WARRANTY DEED 06/1978 01181 0922 $28,900 Improved Yes 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED01/1976 01075 1960 $347,100 Vacant No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick r LOT 0 0 1.000 18,000.00 $18,000 LEG LOT 45 GROVEVIEW VILLAGE PB 19 PGS 4 TO 6 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1975 6 1,164 1,548 1,164 EW CONCRETE BLOCK $55,917 $67,370 Appendage / Sgft OPEN PORCH FINISHED / 28 Appendage / Sgft GARAGE FINISHED / 356 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. f you recently purchase d a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www. scpafl.org/web/re—web.seminole—county_title?parcel= 10203050100000450&... 11 /28/2010 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, bake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 11-1-2010 I hereby name and appoint: CHARITY SCHWINGEL, CHRISTY GALAS an agent of: LOWES HOME CENTERS INC Name of to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 21 All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Expiration Date For This Limited Power Of Attorney: 11-1-2011 License Holder Name: PETER CAFARO State License Number: CGC150841 Signature Of License Holder: STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 1 200 10, by PETER CAFARO or who has produced PK as identification and who did/did not yaanh. Signature Notary Seal) r° , • ;% ANNE S. ROMANO MY COMMISSION # EE 029992 EXPIRES: October 21, 20140r FOF Bonded Tin Budget Notary Semces ANNE S ROMANO Print or Type Name day of NOV who is personally known to me/ Notary Public — State of FLORIDA Commission Number _ C E o z qq_2ll 2 My Commission Expires: I o_ 2 t— 1 t -I a UU-8tr8'l# 4L i'ioi j 03AI303,J 07:00 ULV LL Im"' ERNT Page 1 of 3 customer: Install Address: Z ZL985}: Pella 0 Reliabilt 0 Peachtree 13 Other PSE Drawing Worksheet - Windows Complete and Fax to Installer) Store: Directions: . 1. Draw the walls where windows are being replaced and label them front, back, L side or R side (as seen from the street) 2. Draw the windows that are being replaced on each wall drawing 3. Place a capital letter beside each window in the drawing. Windows with the same dimensions will have the same letter. Complete the information on the next page using the corresponding letter. 4. Label each existing window with the type of exterior material surrounding the window (for example: brick, vinyl, woodclapboard, etc.). Also, label existing window type (for example: aluminum, wood, vinyl), 0 b X V2 d S31VS a31ldiSNI -L59L __ .690'7-0£17-2.07_ Am ITFloridaBuildingCodeOnline -=-Page 1 of-5 Referenced Standard and Year (of Standard) Standard Year AAMA 101/I.S.2-97 1997 AAMA 101/I.S.2/NAFS-02 2002 AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_Otl,aspN?param=wGEVXQwtDgs6 WGOndIU... 11 /29/20,10 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option A Date Submitted 09/07/2010 Date Validated 09/08/2010. Date Pending FBC Approval 09/10/2010 I Date Approved 10/13/2010 i i i i Summary. of Products FL # Model, Number',or Name Description 11206.1 Series 10 Flanged Single Hung JIVinyl Flanged Single Hung Window (54" x 90") Limits of Use Certification Agency Certificate Approved for use; in HVHZ: No FL11206 R5 C CAC CCL for Pella 6-30-09 411-H- 1032.01-03:odfApprovedforuseoutsideHVHZ: Yes Impact. Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 06/10/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 II 1414.1)df Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE"1414.pdf Created by Independent Third Party: Yes 11206.2 Series 10 Flanged Single Hung - Vinyl Flanged Single Hung Window (52-1/8", x 73" ), Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206, R5 C CAC CCL for Pella 6-30-09 411-H- 1032.05-07bdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality'Assurance Contract Expiration Date Design Pressure: +50/-50 04/20/2013 Other: Configurations of glass conform'to latest ASTM Installation Instructions _ E1300 standard. FL11206 R5 II 1414.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes` Evaluation Reports FL11206 R5 AE 1414.pdf Created by Independent Third Party: Yes 11206.3 Series 10 Flanged Single Hung Vinyl Flanged Single Hung Window (36" x 62") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 6-30-09 411-H- 1032.13-15.0fApprovedforuseoutsideHVHZ. Yes Impact Resistant: No, Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/11/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 II 1414.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes ! Evaluations Reports FL11206 R5 AE 1414.1)df Created by Independent Third. Party: Yes 11206.4 =Series l0 Flanged Single Hung Vinyl Flanged Single Hung Window (36" x 90") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No " FL11206 R5 C CAC CCL for Pella 6-30-09.411-H- 1032.09-11.pdf iApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/09/2013 ' Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 II 1414.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes f Evaluation Reports FL11206 R5 AE 1414.pdf Created by Independent Third ,Party: Yes 11206.5 Series 10/20 High Performance 1(72" Vinyl High Performance Single Hung Twin Composite Single Hung x 65-1/2" ) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1093.odf Approved for use outside HVHZ: Yes FL11206 R5 C CAC 411-H-1095.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 11/17/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206'R5 II 1572.0 Verified By: Warren W. Schaefer, P.E. 44135 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndIU... 11 /29/2010 Florida Building Code Online Page 3 of 5 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.pdf Created by Independent Third Party: Yes 11206.E Series 10/20 High Performance Vinyl Nigh Performance Single Hung Window (42" Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 10-20-09 411-H- 1046.0l.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 08/07/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 II 1572.1)df Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party:. Yes Evaluation Reports FL11206 R5 AE 1572.1)df Created. by Independent Third Party: Yes 11206.7 Series IO/20 Single Hung Vinyl Single Hung Window (48"'x' 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 10-20-09 411-H- 104305.0fApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 08/04/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes 11206.8 IlSeries 10/20 Single Hung Vinyl Single Hung Window;(48" x 59-1/2"). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 10-20-09 411-H- 1043.09.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 08/04/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. I FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.1)df Created by Independent Third Party: Yes 11206.9 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 59 1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 10.20-09411-11- 1043.17.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality. Assurance Contract Expiration Date Design Pressure: +35/-35 08/03/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 II 1572.1)df Verified By: Warren. W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes 11206,10 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 84") j Limits of Use Certification Agency Certificate Approved for use in HVHZ; No FL11206 115- C CAC CCL for Pella 10-20-09 411-H- 1043.21.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL11206 R5 C CAC CCL for Pella 10-20-09 411-H- 1043.25.pdfDesignPressure: +35/-35 Other: Configurations of glass conform to latest ASTM Quality Assurance Contract Expiration Date E1300 standard. 08/07/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.1)df Created by Independent Third Party: Yes 11206.11 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 72") http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndIU... 11 /29/2010 Florida Building Code Online Page 4 of.5 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 10-20-09 411-1-1- 1043.13.gdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 08/03/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 II 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.1)df Created by Independent Third Party: Yes 11206.12 Series 10/20 Single Hung lwnyl Single Hung Twin Composite (72" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1094.pdf Approved for use outside HVHZ: Yes Quality Assurance, Contract Expiration Date Impact Resistant: No 11/17/2013 Design Pressure: +35/-35 Installation. Instructions Other: Configurations of glass conform to latest ASTM PL li206 R5 II 1572.pdf E1300 standard. Verifled ,By: Warren W. Schaefer,.P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.1)df Created by Independent Third Party: Yes 11206. 13 ISeries 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 535") I Limits of Use Certification Agency. Certificate - Approvedforuse in HVHZ: No FL11206 R5 C CAC 411-H-1099.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM FL11206 R5 II 1572.odf E1300 standard. Verified Byi Warren W. Schaefer, P.E. 44135- Created by Independent Third Party: Yes Evaluation, Reports FL11206 R5 AE 1572codf I Created by Independent Third Party: Yes 11206. 14 Series 10/26 Single Hung Vinyl Single Hung Twin Composite (96" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206- R5 C CAC 411-11-1096.pdf Approved for use outside;HVHZ: Yes FL11206 R5 C CAC 411-H-1100.pdf Impact Resistant: No Quality Assurance Contract Expiration, Date Design Pressure: +30/-30 11/18/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 1I 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Createdby Independent Third Party: Yes 11206.15 = lSeries 10/20 Single Hung Vinyl Single Hung Twin.Composite (72" x 72") Limits of Use Certification Agency Certificate E Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1092.pdf Approved for use outside HVHZ: Yes Quality Assurance'Contract Expiration Date Impact Resistant: No 11/17/2013 Design Pressure: + 35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM FL11206 R5 II 1572.pdf E1300 standard. Verifiey:,Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports F1- 11206.R5 AE 1572.odf Created by Independent Third Party: Yes 11206.16 IlSeries 10/20 Single Hung Vinyl Fixed With Single Hung Flankers (108" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 7-29-08 411-H- 950.Ddf Approved for useoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/= 30 12/27/2011 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard. FL11206 R5 I1 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6 WGOndIU... 11 /29/20.10 Florida Building Code Online Page 5 of 5 11206.17 Series 10/20 Single Hung Ivinyi Single Hung Triple Composite (108" x,72") Limits of Use Certification Agency Certificate ' Approvedfor use in HVHZ: No FL11206 R5 C CAC 411-H-1090.pdf Approved for use outside HVHZ: Yes FL11206- R5 C CAC" 411-H-1101.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 03/31/2014 Other: Configurations of glass conform to latest ASTM ` Installation Instructions E1300 standard. FL11206 R5 II 1572.pdf' Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.pdf Created by Independent Third°Party: Yes . 11206. 18 Series 10/20 Single Hung JjVinyl Single Hung Triple Composite (108" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1098.bdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM FL11206 R5 II 1572.1)df E1300 Standard. Verified By: Warren W. Schaefer, P":E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.1)df Created by Independent Third Party: Yes 11206. 19' Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (30" x 76" ) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1091:pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: 'No 11/10/2013 Design. Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM FL11206 R5 II 1572.pdf E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135` Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.1)df Created by Independent Third Party: Yes 11206. 20 Series 10/20 Single Hung JIVinyl Fixed Over Single Hung Composite (46"x 76") Limits of Use Certification, Agency Certificate. Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1089.odf Approved for use outside HVHZ:, Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2013' Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass conform to latest ASTM FL11206 R5 II 1572.pdf { E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206_ R5.AE 1572.1)df Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building, Code Online Codes and Standards 2555 Shumard Oak Boulevard - Tallahassee; Florida 32399-2100 - 850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey (Contact Us Product Approval Accepts: Pra rued r . http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndIU... 11 /29/2010 f 1. ALLGMERALFASTENERS SMI BE IN ACCORDANCE WITH THESE DRAWINGS. SPEICIM ANCHOR EBBED TD BASE YAIEFMI SPAL BE BEYOND WALL FINISH OR STUOCA. - L OPENINGS. SUCN9NG & BUCIONG FASTENERS MUST BE PROPkRUf DESIGNED2N'MAt1ED. TO TRANSFER, WIND LOADS TO THE STRUCTURE. 3. TRESS NON -IMPACT RATED WINDOW SYSTEM INSTALLATIONS ARE W ACCORDANCE WITH MO MEET TW REYIUIREHENIS, OF THE FLORIDA BUILDING CODE (FBC). 4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED SUCKS OR WOOD, FRAMING SHFtl BE .. CAPABLE OF RESISTING -CORROSION C"M ITY THE PRESSURE TREATING CHEMICALS IN THE WOOD. MATERIELS. INCLIDING' BUT NOT UMTT]O TO STEEL SCREWS. THAT COME- INTO CONTACT WITH OTHER. DISSIMILAR MATERELS SMALL MEET THE REOUWAU MS OF FLORIDA BUILDING CODE- CHAPTER- 20. L TO THE BEST OF OUR KNOWLEDGE, THE WINDOWS SHOWN HEREIN ARE CERTIFIED & QUALITY ASSURED Erf A FLORA STATE APPROVED CERHFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBG AND THE 98-72 FLORIDA BUILDING COMMIS ON" SPECIFICATIONS. WINDOW ASSEMBLY IS NOT PART OF THIS OPAIMNG RANO EPORTS. SHALLBE IN ACCORDANCE WITH. ARE .MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING 7. CERTIFICATION OF THESE WINDOW INSTALLATIONS SHALL BE CONSIDERED VGID IF ANY OF THE FOLIOMNG APPLY 1) THEY ARE INSTATED WITHOUT AL BUILDING PERMIT FROM THE APPUCA13LE LOCAL BUILDING DEPARTMENT, 2) IF 1HEY ARE INSTALLED BY ANYONE OTHER THAN -A LICENSED CONTRACTOR EXPERIENCED WITH WINDOW' INSTALLATIONS. 3) IF CHANGES HAVE OCCUREO. TO THE PRODUCT'S CERTIFICATION. ENTTTY S: CERDPICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR WCONSISITNT WATH WHAT HAS TE BEENSTED THE LEAST DESIGNPRESSURESPECIFIED EITHER IN THIS DRAWING OR IN :THE PRODUCTS CERTIFICATION SHALL CONTROL. FOR THE INSTALLED WINDOW. - A THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW'' IS NOT PART OF THIS INSTAL1i1 m CFAHFTCATION. THAT RESPONSIBILITY SHAL BE THAT OF THE MANUFACTURER OR INSTALLER. AtMOM45INIMM EVALIAT) ON NOTE - ALL, ALTERNATE' ANCHORS IN THEIR zSPECIFIM'. SUBSTRATES `HAVE ' BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE'. ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION EVALUATION IS BASED- ON APPLICABLE ANCHOR STMIIL SAD OR INFORMATION 8 RESULTS FROM APPLICABLE TEST REPORTS. 7FRE FLORIDA BGILOINS . CODEVERSION CONSIDERED WITH THE EVAUTATTON WAS THAT IN FORCE AT THE TIME OFAHE EVALUATION, IN THE MIT OF CODE VERSION CHANCES/UPDATES OR IN THE EVEN THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE RFTREOED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH. THE STATE, THE MANUFACTURER SHALL CONFIRM WM THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE - IN ARE CURRENT. WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. - FWE ANCHOR REQUIREM MS -TABLE' ; OPENING TYPE FRAME/ CLN/NAUL FIN TO MINWUM WNDIUY SUBSRMTE) OPEMFIC FASTEHEL. TYPE ETDIED EDGE DIST. 01FRAME SCREWS SERIES 20 MIN. 2X4 WOOD FRAME OR BUCK NO. 10 SMS>OR WOOD SCREW 1 1/4' 3/4' MIN.OR 3 & C-0.551 iw zn, — iwa. un MIN: GR 3 8): ouvc a G-0.5 NO. TO SMS OR WOOD SCREW 1 1/4'. 3/4' MIN. 18 GA 33 KSI METAL STUD NO. 10 CR: S SELF TM RILL SCREW FULL 1/2' MIN. 7 8` 1HK A76 STET]. N0. 10 OR• S.SEF TM DRILL SCREW FULL 1 2' I' NM. B' THK6003-TS ALUM. NO. 10 CR. S SELF TAP LL SCREW ... FULL 1 2' C-90 CMU. 2500 PSI CONCRETE W 1 4' CONCRETE SCREW - 1 1/4' NAILING FIN FASTENERS SERIES 10 MR 2X4 WOOD FRAME, OR BUCK MIN. OR, 3 a 0.045) 3) No. a X-.1- 1/2' SAS - 1 3/8, 1/2' MIN. ..2X4 WOOD. FRAME OR e" 2' X 1/ GII ROORNO MAIL - i 7 8 MIN. CIL 3 & 0-03S) _. 1/2' MIFF 1 e 1HK A35 STEEL NO. 8 OR 5 .SELF TAP SCREW MU 1 1 ION. I ar THK 6063-75 ALUM. RHO. a GR: S SELF TA+ , sLREW FULL. 1 2•. T) FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW 2) CONCRETE SCREWS SHALL BE E100 ULTRACM El'D C(iE1E-fWEX. 11WI. EAMSET/AED HEAD TAPCONS OR- HILTI KWOhCOH. 6 (NAROENEO STEFl OR 5.5.). 3) WHENSCREWS WITH E HAL MUST BE A WAFFLE HEAD SCREW OR WASUSED FBA AT TFIEHEAD. Q PISS WITH STANOMO PERFORMA U WIDOWS QL/A WITH WVQW 48" MAX. FRAME WIDTH ` tj B OP FIN ANCHOR WITHIN 2" OF CORNERS & Ir MAx. O.C. WITH 0 STANDARD PERFORMANCEL4WINDOWS: & 4" MAX. O.C. WITH HIGH PERFORMANCE I/ WINDOWS: SEE FRAME ANCHOR co: REQUIREMENTS TABLE" ONINS SHEET FOR REQUIREMENTS. f 48` MAX. FRAME WIDTH W ueX 9R67Q0 1fA ratsF 4" MAXG N qw TA/ ME SCREWS WHERE SHOWN_ FRAME OPABSITE EQUALLY SPACED AN ANCHOR REQUIREMENTS TABLE ONTHIS EQUALLY SPACED Q Q THESE 2 ANCHORS SHEET" FOR REQUIREMENTS. ARE NOT WINDOW WDEN9" MAX. s c FRAME HEIGHT IS 82" OR LESS 1 9" MAX. LU M TYP. EACH SIDE) 5oEQUALLY z a a SPACED M a EQUALLY o r j SPACED z S NO ANCHORS I' MAX. REQ'O EXTERIOR ELEVATION: EXTERIOR ELEVATION:LI SINGLEWINDOWAT HEAD & SILL SINGLE WINDOW FIN INSTALLED SERIES 10) FRA E SCREW' INSTA n St RIF,,ponl, OL i7 SCALE: 3/4" = 1'- 0" SCALE, 3/4" t11 1 M ti tea lei MAUDWABLEDESIGN PRESSURE -- tu WINDO SIZ - y ALID • g Tf) PRESSOw S M. MAX. AXFOXED SASH ACTIVE SASH6 FRAME FRAME STILE (POSITIVE. WIDTHHEIGHTREINFORCEMENTMEETINGRAIL MEETING RAIL IN.) (IN-) REINFORCEMENT REINFORCEMENT NEGATIVE ) . Ijf ..« W a 36 59. tfiA+PA7, TIld, 1 NO NO YES 35- IQ3672 - YES NO YES. - 35 x 42 72 YES YES - S 50 HIGH PERFORMANCE 59:5 NO YES WINDOW C sW N 0 4YES I YESs WINDOW HAS A MAXIMUM 35 TALL BOTTOM VEINY. ` 14 WINDOW HAS EQUAL TOP, & BOTTOM VENTS. PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY, THE GOVERNING DESIGN PRESSURE ON THE WINDOWS 2 SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL NO. 5 L!- 3 WINDOW'S STATEAPPROVALOR THAT SHOWN IN THIS TABLE FOR MAX; OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48` MAX. INDIVIDUAL 4B" MAX. INDIVIDUAL 4W MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH _. IWINDOW WIDTH liu-2'TO 3,. .. Y" TO 3" rs ca i r SEE SINGLE WINDOW ELEVATIONFOR FIN . ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS I INDIVIDUAL WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN . BUT OVERALL UNIT 1 CLUSTER FIN ANCHORS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE "FRAME FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS. TABLE" ON SHEET 1 FOR REQUIREMENTS 1 I run mmA. VVUa4.l..UNII WIDTH,. SEE. WINDOW PRESSURE, TABLE ON THIS SHEET 48" MAX. INDIVIDUAL 48' MAX. INDIVIDUAL 48", MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH - - WINDOW WIDTH 4" 4" 4"' 4" A 4" 4" 4" 4" FRAME SCREWS SEE SINGLE WINDOW ELEVATION FOR FIN ANCHOR REQUIREMENTS & POSITIONS AROUND I INDMDUAL WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNIT WHERE SHOWN AT I HEAD MULLION'END. SEE " FRAME ANCHOR REQUIREMENTS -. TABLE" ON SHEET i WINDOWS DEROL WIDTHSHALL FOR REQUIREMENTS. X i I ON CUP on_. .. m I U[ • W.cs 0 imp", INSTALLATION CUPS WHERE SHOWN. SEE EXTERIOR ELEVATION; 4" FRAMEANCHORREQUIREMENTSTABLE" ON 4' 4".,V 4" 4 4" 4" c R9 Z ` MULTIPLEWINDOWSINSTALLED SERIES 19) SHEET 1 FOR REQUIREMENTS. NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR" ELEVATION: O h1 0 cP FIN IN LIEU OF FRAME SCREWS MULTIPLE WINDOWS`. SCALE: 3/4" = V—D' FEAM,E SCREW iNSTALI IM SERIES 20) SCALE: 3/4" = V-O" 4_ LU i 1; IiIiJJJ/ ALLOWABLE DESIGN PRESSURE (DOUBLE do TRIPLE 'WINDOWS) PRESSURE SHOWN IN THIS TABLE IS 4 R G• 3 INSTALLATION CONDITIONS ONLY: ovERAttALLOWABLETHE. - wINOaWslzETHE: GOVERNING DESIGN" PRESSURE MAX. . MAX PRESSURE` MULUON STILE FIXED. SASH ACTIVE SASH (POsmvE MEETINGRAILRAILON THE WINDOWS .SHALL BE THE LESSER m r v M 6L z: Q ,+ of sue^ x' FRAMEFRAMEWIDTH HEICNf FORCEMENTREINFORCEMEM MEETING & . TYPE EINFORCEMEN NFORCE NEGA TIVE) OF THAT SHOWN 1N THE INDIVIDUAL WINDOWS STATE APPROVAL OR THAT co i s iU z Y W.) '..( IN.) P SHOWN IN THIS TABLE, a q 72 . 5 DOUBLE WINDOWS 1_ yCG o y v 72 65. 2 2 5 AlI S HIGH PERFORMANCE - 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED: WINDOW - TRIPLE db'•., Z- No YES MYE_ 2. WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. 3. IF MORE 9672y108 THAN 3 WINDOWS ARE TO BE MULLED 1N' ONE OPENING, ALLOWABLE PRESSURE ON y p S' f J pR NDOWSTHOSEUNITSSaUNIT." HALL BE AS STATED FORTHE 1TRIP SST NO. 35 1—B NO COMPARABLE TRIPLE JIf Jt 41 iit 2BEAM , 2 5, oNan en m I wi. _ rrs I f08'. MAX. OVERALL FRAME WIDTH 108' MAX. OVERALL FRAME WIDTH a avwa 48' MAX_ INDIVIDUAL 60' MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48' MAX. INDIVIDUAL " 60" MAX: INDIVIDUAL 48" MAX. INDIVIDUAL 3 WINDOW WIDTH WINDOW WIDTH WINDOW W1DTH' WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH r TO -r ;J 2" TO r 4" 4' 4r, 4" SIMILAR 4. 4` 4" 4" A EE SINGLE WINDOW ELEVATION FOR FIN CLUSTER FIN: ANCHOR ANCHORS AT.MULLION REQUIREMENTS & I INDIVIDUAL WINDOW I ENDS SUCH THAT POSITIONS AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL OF 4 POSITIONED ASWINDOWSITODIMENSIONSSHOWNSHOWN. SEE "FRAMEBUTOVERALLUNITANCHORFRAMEWIDTHSHALLREQUIREMENTSCONTROL I TABLE" ON SHEET 1 Q FOR REQUIREMENTS./` I FRAME SCREWS SEE SINGLE WINDOW ELEVATION FOR FIN I WHERE SHOWN AT HEAD MUWON-END. FRAMEINDMDUALWINDOWI ANCHOR WIDTHS ARE RESTRICTED SEE ANCHOR REQUIREMENTS -& TO DIMENSIONS SHOWN REQUIREMENTS POSITIONS AROUND I BUi CNEFiALL UNIT TABLE' ON SHEET i WINDOWS FRAME WIDTH SHALL FOR REQUIREMENTS. CONTROL uj Ol oORm I amr 1 Mr. ON INSTALLATION CLIPS WHERE SHOWN. SEE _ 8 EXTERIOR ELEVATION: "FRAME ANCHOR. REQUIREMENTS TABLE* ON 4' 4" 4` 4` 4" 4 4 4 SHEET 1 FOR REQUIREMENTS. ® 4. UilV NOTE: CLIPS MAY BE USED AT HEAD ALSO Ci IL FIN INSTALLED SERIES IQ) IN UEU OF FRAME SCREWS EXTERIOR El FVATI(]N; ,v . SCALE: 3/4 - 1 =0" MULTIPLE OPERA LE/FIXED WINDOWS LA FRAME SCREW iNSTA I FO 55 0SERIES26) CD SCALE:`3/4",- V-O" 4. 68 m ioff J millI 'al cq A N^ r 2 % 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. y 4 O „" x 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED "z TO A MAXIMUM OVERALL FRAME WIDTH OF 96". `\ C1 `' SHW NO. um SEE WINDOW PRESSURE TABLE ON THIS SHEET FIN ANCHOR WITHIN 2" OF CORNERS do 8" MAX. O.C. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. w o rte I R a n FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE i uaTABLEONTHISSHEET' r• 4 MAX. S 18' MAX. O.C. FRAME SCREWS WHERE SHOWN. SEE "FRAME ANCHOR s a, REQUIREMENTS W a 8oTABLE" ON THIS , SHEET FOR a 9" MAX. REQUIREMENT& a g n, o00 18" MAX. O.C. N In NO ANCHORS REQ'D L 4mAx.H AT HEAD & SILL EMIOR ELEVATION, SINGLE WINDOW WITH TRANSOM FRAME SCREW IN`S? I I Fn SERIES 20_ SCALE: 3le V-0" ALLOWABLE DESIGN PRESSURE CMNWW WN T Wx W) W SI ALLOWABLE i PRESSURE POSITNE E H FRAME HOGM NEB PS 30 76 5 78 JG 40 C c t xt uk a ko s ter Ka. s 4 of 9 II FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER 1/4" MAX. SPACE' -- FRAME WIDTH SEALANT BY ',:, :• r REQUIREMENTS TABLE" "FRAME -ANCHOR OTHERS BEHIND a i REQUIREMENTS TABLE" SUBSTRATE BY NAIL FIN`o • s_ .. 4 ` r ; r : . OTHERS .PER ANCHOR1./4• MAX. "FRAME REQUIREMENTSrcREQUIREME SPACE SERIES 10SOEALMTBY THERS, t 1 /4" MAX. SHIM TABLE" AT EACH ANCHOR WINDOW FIN ANCHOR PER FRAME SEALANT BY ELEVATION .; oo J—CHANNEL SECTION/NOSE IS SERIES 10 OTHERS OPTIONAL AND WINDOW SEALANT BY NEED NOT BE FRAME SERIES 20 OTHERS BEHIND PART OF THE WINDOW NAIL FIN 8 FRAME PROFILE _ EXTERIOR FRAME J—CHANNEL r EXTERIOR ' SECTION/NOSE IS ! SERIES 1 w OPTIONAL AND j , p,< EXTERIOR w N WINDOW. NEED NOT BE : "' FRAME SERIES 20 PART OF HE ` SEALANT BY a^o WINDOW FRAME PROFILE , '''`` OTHERS w a BY MSEALANTFRAME -- I 1 INSTALLATION CLIP SECTION BI :3 f1 PER ELEVATION SCALE: 1/2 FULL 5 SEALANT 8Y U z N n OTHERS r.•`• :`' L1/4" MAX. SHIM SHIM - i/4" MAX. AT EACH ANCHORSEALANFRAMEWlDH— BY O OTHERSEHINO ' ! L : 1/ 4" MAX. NAIL FIN ` ' ' !: ': F•<, : --;r, SHIM AT EACH CUP rIlk FIN ANCHOR PER ELEVATION •-Ii SUBSTRATE BY OTHERS PER`'`` ` y • „ SECTION Al "FRAME ANCHOR 1 ` « : r. SUBSTRATE BY SCALE: 1/2 FULL 5 REQUIREMENTS TABLE' INSTALLATION CLIP SCREW OTHERS PER a SERIES 20 g SUBSTRATE8YOTHERSPERPERELEVATION (1 PER CUP)_ 'FRAME ANCHOR ERIFWINDOW !a CONTINUOUSWOODMEMBERLESSINSIZETHANA2X_ BUCK "FRAME ANCHOR REQUIREMENTS FRAME TO BE MIN. D 1/2" DEEP (NOT REOUIRE6. WHENSHIMSPACE REQUIREMENTS TABLE" TABLE' IS WITHIN ALLOWABLE DIMENSIONS SHOWN: IN SECTIONS). SECTION AZ E• °a . SCALE: 1/ 2 FULL 5 13 FRAME ANCHOR r SUBSTRATEBY OTHERS PER ELEVATION PER "FRAME ANCHOR t REQUIREMENTS TABLE" J. gg f Ili, BY—'--- 1. 325 0.293 s , EXTERIOR 3 OTHERS' BYSEA FRAMESCREW PER ELEVATIONS T 3" OTHERS d, 3 k 'FRAME ANCHOR 0.060 ,- EXTERIOR REQUIREMENTS TABLE' r a' f p , I j f Jf a OPTIONAL' -( SERIES 20) DIRECT MOUNT DETAIL Ot INSTALLATION CLAP SECTI e2 TO SUBSTRATEWITHSPACERVINYL) Ci SCALE: 1 6 t ®` HEAD SECTIONSHOWN, SIDES:ARE INSTALLED THE SAME). SILL DOES NOT APPLY) C=. ,-,y1 ui FOR DETAIL NOT SHOWN, SEE SECTION A2/4 do B2/4) Z,?tu 5 r I