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Home My WebLink About210 Odham DrC WED PermAPR 2 1 2011its Plus, LLC CITY OF SANFORD p 0 Box ss G & FIRE PREVENTION Ocala,'FL p4lus (7597) BY: BUILDING APPLICATION 352) 1 / -- I Application No: Documented Construction Value: $ — Job Address: V d }A YY1 Historic District: Yes No Cl ParcelID• ' Z • s ' • a • 4 50 Zoning: _ Description of Work: Ct? In11 I 5( 2E F0IZ- 512 Plan Review Contact Person: M'ts-Rins L— Title: n Fax•, - R a L-`j ftr1 E-mail: fm;+SvllzcLl ' QrY1 OM Phone:'Sb 2 t 2 • t5`-1' property Owner Information Name l f Rl R 1-- Phone:. / 32 3 • 30 3 Street: 2-1 b CQpYM DO—y 1:E Resident of property? City, State Zip: 01 (L• _52l-7 3 Contractor Information Name d Phone: Vol Street: 2q ' ugh l* "1 G rcia 46 3 D Fag: 55 LOOM FL 32819 State License No.: City, State Zip: Q f lansls2 ArchitectlEngineer Information Name: is Phone: P Street:-- Fag N City, St, Zip: 1J ! p E-mail: _ a i Bonding Company: Address: f f' Mortgage Lender: Pti P Address: PERMIT INFORMATION Building Permi Square Footage: 4D Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical 0 Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical ( Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: — d0 i 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. Ifurnaces,detanilethat a separate permit and must be secured for electrical work, plumbing, signs, wells, pools, air conditioners, etc. 03MRIS 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 MAY RESULT IN YOUR PAYING TWICE FOR E"ROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. YOU E OGYOUR LENDER OR AN ATTORNEY BEFORE NOTICE OF COMMENCEULT MENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this propertythatmaybefoundinthepublicrecordsofthiscounty, and there may be additional permits required fromothergovernmentalentitiessuchaswatermanagementdistricts, 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 tocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate the planreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documented constructionvaluewhentheexecutedcontractissubmitted, credit *11 be a ied to your permit fees when the permit is released. Date ` signature of Signature ofOwner/ABent — 1 I SL+hnl 1 Print Contractor/Agent's Print owner/Agenes Name „ Al _ j Date Si otary-St e f Florida Date signature of Notary -State of Florida Date _ - oRYpo' t;liRISTV M '9141AA.S MY COMMISSION # DD929345 EXPIRES September 29, 2013 407) 3r8-0753 FloddallotarYServico.wtn Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 4-13-11 I hereby name and appoint: CHRISTY GALAS CHARITY SCHWINGEL, NAOMI CASE an agent of: LOWES HOME CENTERS INC Name of Company) 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): 4 All permits and applications submitted by this contractor. The specific permit and work located at: Street Expiration Date for This Limited Power of Attorney:4/13/2012 License Holder Name: PETER CAFARO State License Number: CGC15084 Signature of License Holder: STATE OF FfeO=A COUNTY OF nGkc rN The forego' '``;;' trument was acknowledged before me this 19day o r 200I , by 'r`C, /% ' C'C?Y O who is perso ally known to me or o who has produced ,9 as identification and who did (did not) take an oath. Notary Seal) Y PUBIi WtAES.ROMAN 2° "'• ° MV COMMISSION EE022014 EXPIRES.odoter2l, or geededihNe s 4y 9 OP F Rev. 3/27/07) Signature Print or type name Notary Public - State of _ Commission No. My Commission Expires: ccrninnln f ni inh/ Drnnorhf annrAlCpr imp DAVID JOHN50HsZFA, ASA PROPERTY 0 - $1: -. APPRAISER SEMINOLE COUN7YV" 1101;E. FltisTST„ 6ANF,OI D,FL32771-1468 407-66,Sf 7506 VALUE SUMMARY VALUES 2011 AqLkinq 2010 Certified GENERAL Value Method Cost/Market Cost/Market Number of Buildings 1 1 Parcel Id: 07-20-31-505-OD00-0250 Depreciated Bldg Value 63,807 70,361 Owner: RUBE- SOPHIE Depreciated EXFT Value 0 0 Mailing Address: 210 ODHAM DR City,State,ZipCode: SANFORD FL 32773 Property Address: 210 ODHAM DR SANFORD 32773 Subdivision Name: SANORA UNITS 1 AND REPLAT Land Value (Market) 15,500 17,000 Land ValueAg 0 0 Just/Market Value 79,307 87,361 Portablity Adj 0 0 Tax District: S1-SANFORD Save Our Homes Adj 83 9,308 Exemptions: 00-HOMMTEAD(1994) Dor: 01-SINGLEFAMLY Amendment 1 Adj 0 0 Assessed Value (SOH) 1 $79,2241 78,053 Tax Estimator Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 79,224 50,500 28,724 Amendment 1 adjustment is not applicable to school assessment) Schools 79,224 25,500 53,724 City Sanford 79,224 50,500 28,724 SJWM(Saint Johns Water Management) 79,224 1 $50,500 28,724 County Bonds 79,224 50,500 28,724 Potential Portability Amount is $83 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEiD 01/1985 01611 1706 $100 Improved No Tax Amount (without SOH): $935 2010 Tax Bill Amount: $748 QUIT CLAIM D® 04/1982 01388 1674 $100 Ynproved No Save Our Homes (SOH) Savings: $187 WARRANTY D® 01/1975 01043 0307 $35,000 inproved Yes Find Comparable Sales w ithin this Subdivision 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: LOT 0 0 1.000 15,500.00 $15,500 LEG LOT 25 BLK D SANORA UNITS 1 + 2 REPLAT PB 17 PG 11 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New BuildI22 1 SINGLEFAMLY 1972 6 1,446 2,120 1,446 CONC BLOCK $63,807 Sketch 79,018 Appendage / Sgft UTILITY FINISHED/ 171 Appendage / Sgft OPEN PORCH FINISHED/ 47 Appendage / Sgft GARAGE FINISHED / 456 NOTE Appendage Codes included in Living Area: Base, Leper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi x rnlbucu scpafl.org/.../re_Web.seminole_county_... 1/2 b00-SbLbtt L99L :WOa3 03AI3038 Id I ram' ... • EXTERIOiI ' SIN ' s:C ' T IN STA D SALES PECI IST: NUMBER: STORE NO. STREETADDRESS STATE LlZ-A F= L . 2-12:2M TELEPHONE D .o ? DATE LOWE'$ CONTRACTOR LICENSE NUMBER tow. prKlise. anti at an ear" 66:ZO LLOZ/bL/00 L88LL98Z9E 401 CONTRACT # 00918841 CUSTOMER TELEPHONE 3.;)• 2 D 3 BANK T '. LCC. REG CRAG i C1W3CE including Plate lo tl®I ty,fq B+h'Confrat$'141 w. i.ptlNa. ' STATE ZIP i- /s .-;? -2 / Contract Total applicable taxes included l , NOTICE TO CUSTOMER: Federal law requires Lowe's. to provide you with the pamphlet Renovate Right. By signing this Contract, Customer acknowledges having received a copy of this paritphiet before work began Informing Customer of the potential risk of the lead hazard exposure from renovation activity to be performed In Customer's dwelling unit. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees the right to take photographs of all work performed at the Premises related t0 this Contract, and Irrevocably grants to Lowe's all right, title and interest in and to the photographs for use in all markets and media, worldwide, In perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in print and/or electronically, and agrees that Lowe's may use suchphotographsforany' lawful purpose, including, but not limited to. marketing, advertising, publicity, Illustration, training and Web content. By initialinghere. Customer agrees to the foregoing. [Customer to initial to the left]. Work is to commence upon reasonable availability of Contractor and/or any special order or customer made Goods) which Is anticipated to be fflle In date]. Estimated completion date Is (YIII in date]. Said estimated substantial completion date is not of the essence. A statement of any contingencies that would materially change Said estimated substantialcompletiondateisasfollows: if applicable, insert a statment of such contingencies). This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHTTOGOTOCOURTtoenforcethisContract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will bedeterminedbyaNEUTRALARBITRATORandNOTajudgeorjury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitrationproceduresareSIMPLERANDMORELIMITEDTHANRULESAPPLICABLEINCOURT. Arbitrator decisions are as enforceable as any court order andaresubjecttoVERYLIMITEDREVIEWBYACOURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURYTRIALANDWAIVEROFCLASSACTIONADJUDICATIONfoundintheTermsandConditionsofthisContract.. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON ALLPAGESOFTHISCONTRACT. t3y SfdNfNd BEL'QW, YOU ARE ACKNOWL'ED61NG TAAf YOU INAVf READ, W46aRSTANDANDAGREETOTHETERMSANDCONDITIONSSETFORTHONALLPAGESOFTHISCONTRACTYOUAREENTITLED TO ACOPYOFTHISCONTRACTATTHETIMEOFSIGNATURE. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS DAY OF Lowe's Home Centers, Inc. Upecialtat or A'boJg` - - " - Co-owner or Wltness Customer acknowledges receipt of a true copy of this contract which Was completely filled in prior to Customer's execution hereof. You, the buyer, maycancelthistransactionatanytimepriorto -midnight of the third business day after the date of this transaction. See the attached notice of cancellationformforanexplanationofthisright. Q 201.14 by Lowr.'r.V LOwn's and the gable dealgn90794 (Rev.12/10) FILE COPY are reglaterrd trademarks of LF CMIX—lion. GA--d CT - 69047-0£47-L047 547=476 47L-70-660Z 11 Florida Building Code Online t^ OFFICE + I; BCIS Home I Log In I User Registration ( Hot Topics I Submit Surcharge 1 Stats & Facts ( Publications I FBC Staff I BCIS Site Map i , Links I Search l Product Approval PERMIT # USER: Public User Product Approval Menu > Product or Application Search > Application List > Applcatton Detail FL # FL11206-R5 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella.com Authorized Signature Joseph Hayden jahayden@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella, IA 50219 641) 621-6096 jahayden@pella.com Quality Assurance Representative Andrew Nelson Address/Phone/Email 102 Main St Pella, IA 50219 641) 621-3804 nelsona@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. Buckner, P.E. at CBUCK Engineering Validation Checklist - Hardcopy Received 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 Product Approval Method Method 1 Option A OFFICE Date Submitted 09/07/2010 Date Validated 09/08/2010 Date Pending FBC Approval 09/10/2010 Date Approved 10/13/2010 floridabuilding.org/pr/pr_appjtl.aspx?... 1/5 4/19/2011 Florida Building Code Online FL* Model, Number or Name 11206.1 Series 10 Flanged Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Configurations of glass conform to latest ASTM E1300 standard. Description Vinyl Flanged Single Hung Window (54" x 90") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 6-30-09 411-1-1-1032.01-03.odf Quality Assurance Contract Expiration Date 06/10/2013 Installation Instructions FL11206 R5 II 1414.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Thins Party: Yes Evaluation Reports FL11206 R5 AE 1414.12df Created by Independent Third Party: Yes 11206.2 Series 10 Flanged Single Hung Vinyl Flanged Single Hung Window (52-1/8" x 73'1 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 05-07 Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/20/2013 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1414.odf standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1414.odf Created by Independent Third Party: Yes 11206.3 1 Series 10 Flanged Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Configurations of glass conform to latest ASTM E1300 standard. 11206.4 1 Series 10 Flanged Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass conform to latest ASTM E1300 standard. Vinyl Flanged Single Hung Window (36" x 62") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 6-30-09 411-H-1032.13-15.Ddf Quality Assurance Contract Expiration Date 02/11/2013 Installation Instructions FL11206 R5 II 1414.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1414.odf Created by Independent Third Party: Yes Vinyl Flanged Single Hung Window (36" x 90") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 6-30-09 411-H-1032.09-11.odf Quality Assurance Contract Expiration Date 02/09/2013 Installation Instructions FL11206 R5 II 1414.Ddf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1414.odf Created by Independent Third Party: Yes 11206.5 ( Series 10/20 High Performance Single ( Vinyl High Performance Single Hung Twin Composite (72" x 65- Hung 1/2") Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass conform to latest ASTM E1300 standard. Certification Agency Certificate FL11206 R5 C CAC 411-H-1093.pdf FL11206 R5 C CAC 411-H-1095.odf Quality Assurance Contract Expiration Date 11/17/2013 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.odf Created by Independent Third Party: Yes 11206.6 I Hung Series 10/20 High Perfomiance Single I Vinyl High Perfomiance Single Hung Window (42" x 72") Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass conform to latest ASTM E1300 standard. Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 10-20-09 411-H-1046.O1.pdf Quality Assurance Contract Expiration Date 08/07/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes floridabuilding.org/pr/pr_app_dtl.aspx?... 2/5 4/19/2011 Florida Building Code Online V uacion rcepores FL11206 RS AE 1572.odf 111206.7 1 Series 10/20 Single Hung I Vinyl Single Hung Window (48" x 72") 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass conform to latest ASTM E1300 standard. Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 10-20-09 411-H-1043.05.odf Quality Assurance Contract Expiration Date 08/04/2013 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.odf Created by Independent Third Party: Yes 11206.8 Series 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.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/04/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.odf standard. 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 11206.9 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 59-1/2") Limits of Us Certification Agency Certificate e in HVHZ: NoprovedfrJ.nnt: Apr e re outside HVHZ: Yes FL11206 R5 C CAC CCL for Pella 10-20-09 411-H-1043.17.1f Quality Assurance Contract Expiration Date Impact Resis No 08/03/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.odf standard. 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") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 10-20-09 411-H-1043.21.Pdf FL11206 R5 C CAC CCL for Pella 10-20-09 411-1-1-1043.25.pdfApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: +35/-35 08/07/2013 Other: Configurations of glass conform to latest ASTM E1300 Installation Instructions 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.odf Created by Independent Third Party: Yes 11206.11 Series 10/20 Single Hung Vinyl Single Hung Window (36" 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-1043.13.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 08/03/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.p_df standard. 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 11206.12 Series 10/20 Single Hung Vinyl 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.odf 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 E1300 FL11206 R5 II 1572.odf standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.1df Created by Independent Third Party: Yes floridabuilding.org/pr/prl_app_dtl.aspx?... 3/5 Florida Buildina Code Online4/19/2011 11206.13 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1099.odf 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 E1300 FL11206 R5 II 1572.odf standard. 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 11206.14 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 72") Limits of Use Certification Agency Certiflicate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1096.odf Approved for use outside HVHZ: Yes FL11206 R5 C CAC 411-H-1100.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 11/18/2013 Other: Configurations of glass conform to latest ASTM E1300 Installation Instructions 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 11206.15 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72" x 72") Limits of Use Certification Agency Certificate 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 E1300 FL11206 R5 II 1572.odf standard. 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 11206.16 Series 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.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/27/2011 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.0df standard. 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 11206.17 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1090.odf Approved for use outside HVHZ: Yes FL11206 R5 C CAC 411-H-1101.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 03/31/2014 Other: Configurations of glass conform to latest ASTM E1300 Installation Instructions 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 11206.18 Series 10/20 Single Hung Vinyl 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.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 E1300 FL11206 115 II 1572.odf 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 floridabuilding.org/pr/pr_appjtl.aspx?... 4/5 4/19/2011 Flofida Bbilding Code 111206.19 I Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (30" x 76'1 Limits of Use . Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass conform to latest ASTM E1300 standard. Certification Agency Certificate FL11206 R5 C CAC 411-H-1091.pdf Quality Assurance Contract Expiration Date 11/10/2013 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 11206.20 Series 10/20 Single Hung Vinyl 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 E1300 FL11206 R5 II 1572.odf standard. 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 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 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 I Contact Us Product Approval Accepts: gRal Ea M Varlsiyn SCCurit 3trG7YtYC,Y' Trusted VE RIrYE + floridabuilding.org/pr/pr app_dtl.aspx?... 5/5 i TEEtEB W ACCCIEVPCE WiH TI[9[ DRAPWCL OPENED ANCHOR ENRED To EASE ALL BE BEADID NNL FIRM OR SANCO. 4B' MAX. FRAME WIOiH 45' MAX. FRAME 4 ewaro t wow FAs7F1mq wA Be WWOIr ocue i oarwm TO WwEssu nosmimm 410H-e6/Lf 11011e wOeo 5751W OWNLIA71101,1e ARE IN MCLI M W H AID AW RE a a• OE name, ram moC Hwxs SE =M Wtw= RaIE IT M. RED. wx m OR Wm FR.. s u WE IE9mw CORROSION C"m Of TK I'llemiE TIMING CKEIX AS W THE NOa WOIIPCf WRI OM OISLilA I3WL I t1E lEDWEYD fR RDRwt WOE WRw1i OEIT OF OW * M = THE RwWS EHCRN HOW APE CUM R W= AMM If A WAR CFA7Ci<mp CA OOIIT i 9111I N UiElm M ADODIDOiCE EOH TIC F>w Am CRwto. WMfOe 0 S SCREWS WHERE SHOWN. FlDIODAOuLoewASSETELTaNOTPARTofUS [MM RE IN WON W NOAmwRODA'e OOAITIY ASSURA PEaramw R TEM a SEE TIW1E FIN ANCHOR ANCHOR ATOM OF THESE WINDOWMATIONS SHAM K CONCID[AE9 taw MY a IFTHE FOILWON WITHIN 2` OF REOUHtEMENTS HEY ARE eWXM W WX A O AMO POW I2011 THE APAIEAME IDG1 MINNO OIPANNOR. CORNERS & B' TABLE' ON THIS AREOa7AMEnIIOD6mETEANYONEOTHERTWJ4ACONTRACTORUM= MITI WINOW 3. of IF eluNca PAC GOMM TO THE PROaeT'S aNTRruwx 1' TM CEmPecE TKO' MAX. O.C. WITH THESE ANC}N1R5 SHEET FOR E Eafwuuae ro RE eT[Oi1¢T ON wcaTOam+r WN W AT HAS ®I rts11a STANDARD NDf REOU9LEMEMr Sr OEM NNS9iE SP6oED WHEN EI IM ORATo10 OR IN TIE: RwOOCTS OERR7Wd1 2LALL PERFORMANCE RT11EENTAILEDWHOM333 REO'D WHEN Low= LEANT TIC fOwOo INS ALUTIOD ONLY. WATER PROOFED OF THE INSTALLED WHOCKI M WINDOW$ k 4' FnEsEDnLLYCfWDEE1GOOwx. DLO aF5P1NSSlm' SiVlt IE THAT a TIC 11AIwEAO11AREN MAX. D.C. WITH WINDOW a HIGH LLERVERNATE. 3 WBLDOWS: SEE 3 FRAME REM ' IS B( YPOREALr1,r ALLHORSNISPECIFIEDiT7AMEALTERNATETHT]R ANCHOR REQUIRE6ffNI5 SUBSTRATESHAVEBEENANALYZEDWDS) ACCORDANCE I AREFOUNDWITHTHEIRAPPLICABLESTANDARANDTABLE' ON THIS TO BE EOUNALENT TO OR STRONGER THAN THE SHEET FOR ANCHORS) USED IN TESTING WITH THIS PRODUCT. Na to SIN o1 MOOD WEW I Ile TRL fe CA a a I f)L SND M0. IO R 3 SDF w same AL1111T. 1 UMAWA'EFl 1 w tRDe RAL IDL 1 7M1 EOu-n IL1DA l.—.saFwjoRTL RAL Goa CNU PSt Ca1CTE1E 1 P CONCRETE SCREW 114 1 INSTAL1ATION CLIP SCREWS (SERIES 20 ex{ — OR vua HN. GR.] It CN.9) m to so on WDo SCROD 1 1/4' mI to CA a IaT 1ETAL ROD M 10 CR.S SOY w SCREW FLILL LK 1 IIEI A]E WEa NO. 10 OR. s MIF w SCREW I'm Not. 1 ME 60E7-n AIUO. 1a OR.5 41P w RRL C-R, tlN Pi CONCRETE I A CONCRETE SCREW 1 1 t NAMG FIN FASTENEIM SERIES 10 Om. OR. s A a4m) W me X A I/Y Slo 1 0/e' 11100 EI) Y a It GNmm Iwo RSL0 RAEt7/e' N11. 1 e' No A34 5Tm ND. E R S SO/ w scutY Put tit. 1 iIM eoAl-n N1.EL R4 e R e 9klE' w ssR71 LULL 1 FRAME SC ER'9 RYL eEPAN 1E/D OD FEA IEID 501De m WA14T/NW s EOR 4d} LEAD wcaHs onv,.as Dry( WHEN SMEWS ORHAVEE USMSHER AT THE KAJIL WO WSE RE A MORE HEAD SCREW E) ROOM MIS AM INAY WM S7DDVD POYOIif WwE efDOEs WA WIHNTEIPE1 NeD NO ANCHORS SINGLE WINDOW AT HEAD 4k fE1N INSTALLED SERIES 10) SCALE. 3/4' m t'-0' ' roe IYS TABU OESGN OF THATVAL OR ' Immmmumml 9'EQUaMAX Ya SPACED VOSPAM UAILY L 4' MAX. I IM 01, 9 I/4 \\ a' CJf4dtoi HIGHPERFORMANCE WWOOW G N ti XIS 11 w y i FII tw1 or 5 J r- FOR W. OVERALL UNIT WIDTH, SEE WINDOW ' PRESSURE TABLE ON THIS SHEET 48• USXINOMDUAL ;48• MAX. INDIVIDUAL 48' NA%. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH rror rTo L 0 SINGLE WINDOW ELEVATION FOR FIN POSITIONS AROUNDWINDOWSAR CLUSTER FIN ANCHORS AT MULLIONREOWRANCHOR ERGS SUCH THAT THERE ARE A TOTAL OF 4 POSITIONED AS INDIVIDUAL WINDOW WIDTHSWIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNIT SHOWN. SEE 'n AME FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS TABLE` ON SHEET 1 FOR REQUIREMENTS. X X X I FOR MM. OVERALL UNIT WaTH. SEE WINDOW PRESSURE TABLE ON THIS SHEET 4W MAIL. INDIVIDUAL 48' MAX ID 'DUAL W.WINDOW WROTH .WINDOW WIDTH WIDOW WIDTH L4"1.4" 4"L4"L ifa. 14"i 4 4". 4`. ELEVATION FOR FlN INDIVIDUAL WINDOW HEAD MULLION END. I ANCHOR WIDTHS ARE RESTRICTED SEE *FRAME ANCHOF REOMEAIENTS h TO DIMENSIONS SHOWN REQUIREMENTS POSITIONS AROUND BUT OVERALL UNIT TABLE` ON SHEET 1 WINDOWS FR LaWIDTH SHALL. FOR REQUIREMENTS. i INSTALLATION CUPS WHERE SHOWN. SEE IL- L t. EUMOR ELEVATION: MULTIPLE WINDOWS TRRAMERACH RRW ENENSTS TABLE' ON 44'"-1 4 4-4r4" 4 FIN INSTALLED SERIES 10) NOTE CUPS MAY BE USED AT HEAD ALSO IN LIEU OF FRAME SCREWS MUL 1,y pj N j tN SALE 3/4` a 1'-0' I ESC I5IOMIES_ O' SCALE: J/4SCALE: 1'_p W011101111// DUBLE k TRIPLE WIDOW$) PRESSURE SHOWN AUDWAeIE IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON tFjppE MEMOO RAIL NEEEwC RAIL (PoSmw Em kN THE WINDOWS SWIU. BE THE LESSER OF THAT SHOWN IN THE BIDMDUAL STATE 1 M U f to r QLL 6" co L 1 SHOWN IN THIS TABLE. APPROVALWINDWSORTHATp . ig # E YES 2 iNOy; LE ° so YESs HID( PIRFORMANCE WINDOW 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECBIED. 2 TRIPLE WINDOW i e'w, •:i mi SHOWN. DOUBLE WINDOW ALSO APPLIES. J. F MORE TWIN 3 WINDOWS ARE TO BE MULLED DI ONE OPENING. ALLOWABLE y"'" R'+ PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE UNIT. w 1 P1{YES 35 I LW. OVERALL FRAME WIDTH , 48' MAX. NDMDUAI. 60' MM. INDIVIDUAL 48' MO. NONIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH r Tor YIII r E WNDOW ELEVATION FOR FIN CLUSTER FIN ANCHORS AT MULLION ANCHORREQUIREMENTS k IIONIDUAL WINDOW I ENDS SUCH THAT POSITIONS AROUND WIDTHS ARE RESTRICTS THERE ARE A TOTAL OF 4 AS SEEWINDOWSTODIMENSIONSSHOWNSHOWN SEE 'FRAME BUTOVERALLUNITFRALIEFRNIE- MOTH SHALL M ANCHOR TS REOWRtLE' TABLLEET1 IONONSO FOR REQUIREMENTS X X I TwN IOB• MAX OVERALL FRAME WIDTH 48• MAX. wDIYIIwu WINDOW WIDTHwNDow wuTDI wlIDow WIDni 48• MAX. NONIDLL 4'' MAX waInDN 4" 4.4. 4' FRAME SCREWS SINGLE WINDOW ELEVATION FOR FIN ANCHOR REOUIRENENTS 3 POSITIONS AROUND Ism WHERE SHOWN AT HEAD MULLION END. SEE VME REOUMENTSOR TABLE' ON SHEEP I FOR REOLWSEMENTS. INDWIo, VAN WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BI) t OVETWL. { FRAME WIDTH SHALL CONIR I I aws WHERE 9LOYM. NSTALIAFRAME ANCHOR REOUItEMENIS MULTIPLE OPERABLE_/FIXED WINDOWS SHEET I FOR REOUIRMUTS. NOTE: CLIPS MAY BE USED AT FININSTALLEDSERIES101NLIEUOFFRAMESCREWSSCALE. 3/4' I'-O• ALLO IV DESIGN PRESSURE xOX WINDOWS) 30 PSF PRESSURE SHOWN N THIS TABLE IS FOR INSTALMON CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE V NONS SHALL BE THE LESSER OF THAT SHOWN N THE NDNIDUAL WNOOW'S STATE APPROVAL OR THAT SHOWN N THIS TA(iLE HEAD ALSO EXTERIOR ELF1FAIM N L1tn 11 c QPERAIB IMXED WINDOWS EBAME SCREW INS MAULEDFnc' RIES Ol p SCALE: 3/4' - V-O' C . v elo t Ix w - vr ('rn 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. y 0 "• 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES k IS RESTRICTED TO A MMUM OVERALL FRAME WIDTH OF /6'• 'I .j/ti'•..,z 0 f., F. SEE WIHOOW PRESSURE TABLE ON THIS SHEET RN ANCHOR WITHIN r OF CORNERS & B' W. O.C. SEE FRAME ANCHOR T SHEET FOR REOUMMENTS. i FIN CIA i I.l . al a• , 1 v FOR WX nWE WTM SEE WINDOW PRESSURE TABLE ON THIS SHEET f4' M IB IHAX. o.c. FRAME SCREWS 9, WX ANCHOEAIENI$ <g`• TABLE" ON TWS .Q SHEET FOR a} 1I9' UM. REOUREYENfS. n IB' WX O.C. 140 ANCHORS RE'O' -Ev MAX N AT HEAD ae SILL EXTERIOR ELEVATION: SINGLE WOW WRH AINDNSOM FRlS!E GREW 14T 1 I Q - GRI s D) 'A SCAIE 3/4' i'-0' iA11.01NABLE DESIGN PRESSURE aillALOWABLE Mumow rrnl+ * r, .lid /ir PRISM mAUE Rqx (Por- / In gym 4 d a jZ= u e 144 1572 m 4 aF 5 FIN ANCHOR PER ELEVATION SUISTRATE By OTHERS PER FRAME ANCHOR PER Fl1ANE ANCHOR ELEVATION SUBSTRATE HY OTHERS PER 11V MAIL, SPACE FRAME WIDTH SEALANT BY 'FRAME ANCHOR OTHERS SUBSTRATE By NAIL FINy itiREGIRREkENTS TABLE' CE 3X1/4- MAX. ANCHOR ri REQUIREMENTS SEALANT BY PA TABLE' OTHERS 1/4" MAX SHIM SERIES 10 AT EACH ANCHOR WwOW FIN ANCHOR PER-,-. FRAME J- CHANNEL. SEALANT BYELEVATIONELEVATION SECTION/HOSE IS OTHERS OPTIONAL. AND SERIES 20 NEED NOTBEFRAMESTLEANTIS 2470 3 PART OF THE WINDOW NAL FIN FRAME PROFILE FRAME J-CHANNEL---'-." SERIES 1 8RE Cn OSEIS OWAND WINDOW NEED NOT BE E SERIES 20 PART OF THE SEALANT BY WINDOW FRAME PROFILE OTHERS SEALANT BY FRAME OTHERS SECTION - ORWAUATION CLIP5PER ELEVATIONNFSEALANT ByOTHERS7 A- 4i,4` 1/4- UAX. SHIM 111V MAX. SHIM AT EACH ANCHOR nwE wow By T I/,V SEALANTfa OTHERSBEN% SHIM AT EACH CUP NAIL FIN • FIN ELE1A1ONy"- "." N-MISTRATE BY OTHERS PER SEMON 'FRAME ANCHOR SUBSTRATE BY 1 WUSTALLATIONCLIPSCREW1/2FULL() REQUIREMENTS TABLE' SUBSTRATE PER ELEVATION (I PER CLIP) WE SERIES 20 CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X- BUCK TRAUE ANCHOR REWREMENTS TO BE MIN. 3 1/2' DEEP ( REWIRED MEN SHIM SPACE REQUIREMENTS TABLE' TABLE' FRAME IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SE=N!- 0 5ME;' 1/ 2 FULL \.V TO N, I I W ' 'A11KINALLOWABLE2* DEEP L WA ' LE , '* 41 EREQ S SHOWNFRAMEAN( M V''\:SUBSTRATEBY OTHERS PER ELEVATION PER 'FRAME ANCHOR REWREMENTS TABLE' I. I m4w OUE E AN T TH1,12 293E • 1 Z EWCPOER ELEVATIONS 3. REQUIREMENTS TABLE' ol DMDNAL ( SERIES 2 DIRECT Moll DETAIL (D S-- M SUBSTRAIE MH SPACERSCALE: t HEAD SECTION SHOWN. SIDESAREINSTMEDTHESAME) o SILL DOES NOT APPLY) ul FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & 82/4) C j "r I- 4 IPc 6 1110 MAY 1 1 2011 REVISION PERMIT# - 2 _ DATE PROJECT ADDRESS CONPFRACTOR CONTACTPERSON DESCRIPTION OF R UTILITY DEPT FIRE PREVENTION PLANNING BUILDING CITY OF SANFORD INSPECTIONS BUILDING PERMITS 24 HOUR NOTICE REQUIRED 300 N PARK AV FOR ALL INSPECTIONS SANFORD, FL 32771 PHONE 407.688.5151 Application Number . . . . . 11-00001284 Date 4/27/11 Application pin number . . . 991820 Property Address . . . . . . 210 ODHAM DR Parcel Number . . . . . . . . 07.20.31.505-OD00-0250 Application type description INTERIOR & EXTERIOR REMODEL RESIDENTIAL Subdivision Name . . . . . . Property Zoning . . . . . . . SINGLE FAMILY Application valuation . . . . 494 Application desc ow2-windows size/size -- - for S I 2AOwner -------------- Contractor Rubel, Sophie LOWE'S HOME IMPROVEMENT 210 Odham Dr 4948 TELLSON PL SANFORD FL 32773 ORLANDO FL 32812 407) 430-4060 Permit . . . . . . BUILDING PERMIT - OTHER Additional desc . . Permit Fee . . . . 47.00 Issue Date . . . . 4/27/11 Valuation . . . . 494 Expiration Date . . 10/24/11 Ch P E tens'on SISAW . ooww x i Tw6cNd 0 Qty Unit arge er BASE FEE 40.00 1.00 7.0000 THOU BLDG PERMIT -CC APPRVD 9.27.10 7.0 Special Notes and Comments PMyAllsubcontractorsshallpulltheirown rtr permits. All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 O1-BLDG PLAN REVIEW 3.00 O1-BLDG DCA SURCHARGE 2.00 O1-BLDG DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 47.00 .00 .00 47.00 Other Fee Total 32.00 28.00 .00 4.00 Grand Total 79.00 28.00 .00 51.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. Florida Building Code Online Page 1 of 4 PERM IT # E I- BCIS Home Log In ( User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications •FBC Staff BCIS Site Map unks Search Product Approval RR USER: Public User OFFICE Product Approval Menu > Product or Anollcation Search > Application List > Application Detail Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated FL11827-R6 Editorial Change 2007 Approved Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. J MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 02/08/2011 02/08/2011 Year 2005 hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 5/10/2011 Florida Building Code Online Page 2 of 4 Date Pending FBC Approval Date Approved 02/17/2011 Summary of Products FL # JlWodel, Number or Name Description 11827.1 740/3740 Equal Lite Singie Hung 52x62 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 99032.01 740 SH FIN 52X 2. dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 03/05/2014 Other: H-R35 Installation Instructions FL11827 R6 II Install Instruct - 740 SH FIN (as tested 99032.01 52x62). df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.2 740/3740 Equal Lite Sin le Hung 52x62 Flange Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 99034.01 740 SH FLANGE 52x62.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 04/16/2014 Other: H-R35 Installation Instructions FL11827 R6 II Install Instruct - 740 SH FLANGE (as tested 99034.01 52x62).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.3 740/3740 Fin Frame Oriel Single 52x72 Insulated 1/8" Annealed Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 740-3740 SH FIN 52X72 R40 74192.01-1 9-47. dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 06/15/2011 Other: H-R40 Installation Instructions FL11827 R6 II Installation Instructions - 740-3740 SH Fin 74192.01 AS TESTED. df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.4 740/3740 Fin Frame Oriel Single 4802 Insulated 1/8" Annealed Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 740-3740 SH FIN 48X72 R45 741 2.01-109-47. fApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 06/15/2011 Other: H-R45 Installation Instructions FL11827 R6 II Installation Instructions - 740 FIN Sin le Huna Oriel AS TESTED 4802 741 2.01. df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.5 740/3740 Fin Frame Single Hung 5202 Single Glazed Equal Lite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 94600.01-109-47-RO 740 SH FIN SG 52X72 R45. dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Quality Assurance Contract Expiration Date 09/18/2013 Other: H-R45 Installation Instructions FL11827 R6 II 740SH FIN As Tested 94600.01.Ddf hq://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 5/10/2011 Florida Building Code Online Page 3 of 4 Verifled By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.6 740/3740 Flange Frame Single 5202 Single Glazed Hung Equal Lite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 94599.01-109-47-110 740 SH SG FLG 52X72 R45. dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Quality Assurance Contract Expiration Date 09/13/2013 Other: H-R45 Installation Instructions FL11827 R6 II 740SH FLANGE As Tested 94599 01 Ddf Verifled By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.7 740/3740 Flange Frame Single 48x72 Insulated 1/8" Annealed Hung Oriel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 740-3740 SH FLG 48X72 R45 74192.01-109-47.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 06/15/2011 Other: H-R45 Installation Instructions FL11827 R6 II Installation Instructions - 740 SH FLANGE - 48 x 72 As Tested 741 2.01. df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.8 740/3740 Flange Frame SinglelHung 4802 Single Glazed 3/16" Annealed Oriel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 740-3740 SH FLG 48X72 R45 74192.01-109-47.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Quality Assurance Contract Expiration Date 06/15/2011 Other: H-R45 Installation Instructions FL11827 R6 II 740 Single Hung PE.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R6 AE 740 Single Hung PE 3.odf Created by Independent Third Party: Yes 11827.9 740/3740 Flange Frame Single 48x96 Single Glazed 3/16" Annealed Hung Oriel Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11827 R6 C CAC APC 91454.01-109-47-110 740- 370 SH ORIEL FLG 48X96 R40. fApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 05/07/2013 Other: H-R40 Installation Instructions FL11827 R6 II 740 Single Hung PE.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R6 AE 740 Single Hung PE 3.Ddf Created by Independent Third Party: Yes 11827.10 740/3740 Single Hung 3606 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R6 C CAC APC 99032.01 740 SH FIN 36X76. fApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Quality Assurance Contract Expiration Date 03/05/2014 Other: H-R45 Installation Instructions FL11827 R6 II Install Instruct - 740 SH FIN (as tested 032.01 6x7 f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 5/10/2011 Florida Building Code Online Page 4 of 4 C Evaluation Reports Created by Independent Third Party: 11827.11 3 Tq40/3740 Single Hung 136x56 Flange Frame Insulated Glass ts of Use roved for use I VHZ: No roved for us tside HVHZ: YesL Certification Agency Certificate FL11827 R6 C CAC APC 99034.01740 SH FLANGE 36x76.DdactNo essure: +45/-50 Quality Assurance Contract Expiration Date 04/16/2014 Other: H-1145 with -50 psf negative DP Installation Instructions FL11827 R6 II 08-00804A.Ddf Verified By: Roberto Lomas, PE PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R6 AE 511348A.Ddf Created by Independent Third Party: Yes 11827.12 740/3740 Single Hung 136x72 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11827 R6 C CAC APC A0752.01-109-47-RO 740 SH FIN 36X72 R45 -DP50. df Impact Resistant: No Design Pressure: +45/-50 Quality Assurance Contract Expiration Date 05/13/2014 Other: H-1145 with 50 psf negative DP Installation Instructions FL11827 R6 II Install Instruct - 740SH 3602 (as to d-A0752. 1). df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-1100 850) 487-1824, fax (850) 414-8436 C 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 I Contact Us Product Approval Accepts: WRI-011® setttri au>TtctCs 71u. tgn4rutd R!/IFYD http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 5/10/2011 NOTES: 1) THE PRODUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 5) UNITS MUST BE GLAZED PER ASTM E 1300. 6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK, USE 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16" ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 12) FRAME MATERIAL TO BE ALUMINUM 6063—T5 .055 THICK 13) APPROVED CONFIGURATIONS: ORIEL AND EQUAL UNITS. 14) MAXIMUM D.L.O. 49 1/4"x5l" 15) IF EXACT WINDOW SIZE IS NOT GIVEN USE ANCHOR QUANTITY FOR NEXT LARGER SIZE. I SEE CHART FOR MAX. WIDTH MAX. MAX. T SEE CHART FOR 1 MAHEIGHTX. T! MAX 6" MAX. 1 MAX. 74013740 SINGLE HUNG FLANGE FRAME EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35PSF NONE FOR UNITS UP TO 52'x72" DESIGN PRESSURE RAT/NG IMPACT RATING 45PSF NONE FOR UNITS UP TO 467t72' REVISIONS REV I DESCRIPTION DATE I APPROVED A I ADDED 50PSF RATING 05/25/10 1 R.L. UNITS LISTED UNDER THI5 COLUMN ARE RATED .45.0/-50.OPSF DESIGN PRESSURE RATING IMPACT RATING t40PSF NONE FOR UNITS UP TO 46 x96' DESIGN PRESSURE RATING IMPACT RATING 45.OPSF 50.0 PSF NONE FOR UNITS UP TO 36"x76' TABLE OF CONTENTS SHEET NO.1 DESCRIPTION ELEVATION AND GENERAL NOTES INSTALLATION DETAILS MI WINDOWS AND DOORS 4314 ROUTE 209 ELIZABETHVILLE, PA 17023 740/3740 ALUMINUM SINGLE HUNG WINDOW FLANGE FRAME NON -IMPACT ELEVATION AND NOTES DRAWN: DWG NO. R.L. 08-00804 0a NTS DATE 7/13/09 1 S.EET I OF 2 MASONRY/CONCRETE BY OTHERS 1X BUCK TO BE PROPERLY SECURED CAULK BETWEEN JFLANGEANDBUCK 3/16" TAPCON EXTERIOR PERIMETER CAULK BY OTHERS MASONRY/CONCRETE OR PRECAST SILL BY OTHERS 2 5/ EDGE DISTANCE 1 1/4" MIN. v EMBEDMENT 1/4" MAX. SHIM INTERIOR TOOL 3Y OTHERS VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION 1/4" MAX. SHIM 1 1/4" MIN. EMBEDMENT 2 5/8" MIN. EDGE DISTANCE 3/16" TAPCON 1X BUCK TO BE a• MASONRY/CONCRETE PROPERLY SECURED BY OTHERS JAMB CROSS SECTION MASONRY/CONCRETE INSTALLATION 2X BUCK OR WOOD FRAMING BY OTHERS TO BE PROPERLY SECURED CAULK BETWEEN FLANGE AND BUCK 10 WOOD SCREW EJ REVISIONS REV DESCRIPTION DATE I APPROVED A I ADDED 50PSF RATING 05/25/10 1 R.L. 1 MIN. EMBEDMENTENT 1/4" MAX SHIM INTERIOR PERIMETER CAULK BY OTHERS 2X BUCK OR WOOD FRAMING BY OTHERS TO BE PROPERLY SECURED VERTICAL CROSS SECTION 2XBUCKOR WOOD FRAMING INSTALLATION A" 8" MINIMUM MBEDMENT 2X BUCK OR WOOD FRAMING BY OTHERS TO BE PROPERLY SECURED JAMB CROSS SECTION 2X BUCKOR WOOD FRAMING INSTALLATION 10 WOOD SCREW MI WINDOWS AND DOORS 4314 ROUTE 209 ELIZABETHVILLE, PA 17023 740/3740 ALUMINUM SINGLE HUNG WINDOW FLANGE FRAME NON —IMPACT INSTALLATION DETAILS DRAWN: DWG N0. R. L. 08-00804 KALE NTS I DATE 7/13/09 1 SHEET2 OF 2 m m m v,•,ENSF.J Gy6126 •• Tt P , ` T(AATTE OF ,• i,• ss 0UAL 1ExG\.