Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1805 Palm Way
IN RECEIVED jj NOV 0 4 `t'010 rti" CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIO a AC/ Application No:Documented Construction Value: $ Job Address: IBO S q'-% t w .1 J rig- Historic District: Yes No Parcel ID: Zoning: Description of Work: _ 13 1 rt az)"D S Plan Review Contact Person: 7P1 YltA x Co5 Title: Phone: Cf Fax: `-ib1 • '-nZ. - 9610 E-mail: Property Owner Information Name ' Me_X2 &V -22G1 Phone: Street: 18D S T(,tH w" Resident of property? City, State Zip: S - 3 UT) I pp Contractor Information Name "1 1-1 1-OJL 1 - SaC, Phone: 63:54 IS Street: 0 `7l' Fax: ` (D-) `)z 3 C7 City, State Zip: 4101 wood T 3 331 Z State License No.: CCZD C OCO t?-"70 Name: Street: City, Sl Bonding Company: Address: Building Permit 2r Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: 9 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. o— cQl C11Q, 01-dt0 i Signature of Ownng/e'nt Date Print Owner/Agent's Name Signature of Ndt6y- f Florida Date 1EZ BAJ ASSDO207 Owner/Agent is -"'+ n Ily?\ R' ` a n to Me or Produced ID APPROVALS: ZONING: k#9 IF Lf It' UTILITIES: ENGINEERING: Si toe f Contractor/Agent Date Print Contrfor/A nt's Name Signature of Nota -State of Florida Date TtNEZ miaPOI. INA pogo-TA83.. vuMY GOMM SSIGNber23 2012` FtEsDece$ ervica.com Contracto EN*S own to Me or Produced 1 'g8 vne of ID WASTE WATER: BUILDING: COMMENTS: cyl, E,, _rcpt-<<• -&-Ah FIRE: Rev 11.08 Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/web/re web. seminole_county_title?PARCEL=... ARCEL. D "T'AIL DAVID JOHNSON,CPA. ASA P1111 P11_RT SEM NOLE COUNTY-FL 1 OY Et FIR57 T. SANFORD, FL 3277t-.1468 407--6f Y7505:--.:.. f. VALUE SUMMARY 2011 2010 VALUES Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 31-19-31-503-0000-0030 Number of Buildings 1 1 Owner: TWEED ALEXANDER & MICHELLE Depreciated Bldg Value 86,286 87,378 Mailing Address: 1805 PALM WAY Depreciated EXFT Value 490 490 City,State,ZlpCode: SANFORD FL 32771 Land Value (Market) 18,600 18,600 Property Address: 1805 PALM WAY SANFORD 32771 Land Value Ag 0 0 Subdivision Name: BEL-AIR REPLAY Just/Market Value 105,376 106,468 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) 105,3761 106,468 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 105,376 0 105,376 Amenalnent 1 adustment is not applicable to school assessment) Schools 105,376 0 105,376 City Sanford 105,376 0 105,376 SJWM(Saint Johns Water Management) 105,376 0 105,376 County Bonds 105,3761 0 105,376 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 Vac/Imp Qualified 2010 VALUE SUMMARY SPECIAL WARRANTY DEED 04/2010 07396 1226 $44,900 Improved No 2010 Tax Bill Amount: 2,139 CERTIFICATE OF TITLE 02/2010 07334 0146 $100 Improved No 2010 Certified Taxable Value and Taxes WARRANTY DEED 09/2006 06420 0977 $230,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 08/2004 05412 1520 $37,000 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS:1 Pick... FRONT FOOT & DEPTH 80 125 .000 250.00 . $18,600 LEG LOT 3 BEL-AIR REPLAT PB 9 PG 83 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 1955 6 977 1,795Sketch 1,675 EW CONCRETE BLOCK $86,286 109,223 Appendage / Sgft UTILITY UNFINISHED / 72 Appendage / Sgft BASE / 572 Appendage / Sgft OPEN PORCH FINISHED / 48 Appendage / Sgft BASE / 126 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits l of 2 10/29/2010 8:39 AM itNl III III Rill III Rill JIBtl111NIII Hui A111NIII IIII Permit No. Tax Folio No. 31. 101 So3 C000-Oc6o NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information, is provided in this Notice of Commencement. MARYANNE MORSEt CLERK OF CIRCUIT COURT SEMINOLE COMITY BK 07474 Fig 03481. 11pgi CL E RK.' S # 201()128341. RECORDED 11/ 04/2.010 12138114PH RECORDING FEES 10.0o RECORDED BY T Saith 1. Description of property: (legal description of the property, and street address if available))-Qj k 2. General description of improvement: 3. Owner information: Name: Address: te05 CQ !Fi- b. Interest in property: n ( c..Name and address of fee simple titleholder (if other than Owner): Name: Address: 4. Contractor Name: Q c. Address: on a 70 SW th Ave 5. Surety Name Hollywood, FL33312 Address: b. Amount of bond: $ 6. Lender: Name: A d d req- b. Lender' s phone number: 7.a. Persons within the State of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: __ 8. a. In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.130)(b), Florida b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expirtt date is specified) Phone number: notices or other documents may be served as of to receive a copy of the on date is I year from the date of recording unless a different WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF Signature of Owner or C i The foregoing instrun authority.... e.g. off S i gnature of Notary. P Personally Known _ is Authorized Officer/ Director/Partner/Manager Signatory's Title/Office was acknowledged before me.this 0 cj_ day of r10 0 (year brson) as (type of trustee, attorney in fact) for (name w W Mpffl fi NG& executed) . MY COMMISSION # DD847483 SEAL ?;;?= EXPIRES December 23, 2012 407) 398A153 Florid aidof arySe rvice.com OR Produced Identification Type of Identification Produced.. Verification pursuant to Section 92.525. Florida` Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are tru Ito the best of my knowledge and belief. 4/` - / Signature ofNatyral- rson Signing Above Rev. date 3/ 2008 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: b I 1 1 hereby name and appoint: an agent of: -P;n kivame or ;.ompany) 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): All permits and applications submitted by this contractor. O The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: C I L01 ] J License Holder Name: Diem ei State License Numbe Signature of License STATE OF FLORIDA COUNTY. OF The foregoing instrument was acknowledged before me this day of d CT 000 , by 1 } L-0-9 - ktp a ZS t ) f uK9who is IVersonally known tome who has pro uced as identification and who did (did not) take an oath. n Notary Seal) Rev. 6/ 11 /07) Y GQMM pece be e° n Notary Public - State of Commission No. My Commission Expires: wrloraa tsuraillg Loae Uniine i`.37,t!;3?H rr:,g 8 kf -i ,17-3 rM fig' M!• r ,. v Lz7+k'h t q pp ..IFS AsR is_ BCIS Home i Log In User Registration j Hot Topics Submit Surcharge 1 Stats & Facts Publications FBC Staff BCIS Site Map 1 Links I Search SProduct Approval USER: Public User Product ADprpvel Menu > Product orApplication SgaiCh > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) n Detail Custom Window Systems, Inc 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext207 mlafevre@cws. cc Michael La Fevre mlafevre@cws. cc Michael La Fevre ## 1900 SW 44thAvenue Ocala, FL 34474 352) 368- 6922 Ext207 MLaFevre@cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 352) 368- 6922 Ext208 iRallSh@cws.cc Windows,, Single• Hung EusZLuati Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas PE-62514 Keystone Certifications, Inc. 12/31/ 2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL4091 R3 COI 510875 CEval Rep SH-8100 Non -Impact Oriel, Wdws).pdf Standard Year AAMA/ W DMA/ 101/I. S.2/A440-05 2005 http://www. floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/28/2009 Florida Building Code Online Page 2of.2 e Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 11/10/2008 11/10/2008 11/14/2008 12/10/2008 04/30/2009 mm ry of Products FL # JlMlodel, Number or Name Description 4091.1 8100 Vinyl Flange/Fin Frame 8100 Vinyl Flange/Fin Frame Single Hung Single Hung Limi of Use Installation Instructions Approved for use in HVHZ: No FL4091 R3 II CWS-154A (SH-8100 Non -Impact)_pdf Verified By: Roberto Lomas 62514ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports OtherE.8100 Vinyl Flange/Fin Frame Single Hung H- F1_4091 R3 At 510856 (Eval Rep SH-8100 Non -Impact 53 x.76)-pdfLC50 (53" x 76") Created by Independent Third Party: Yes 4091.2 8100 Vinyl Single Hung 8100 Vinyl Single Hung w/ Alum. Meet. Rail, Eq. lite and Oriel Limits of Use Installation Instructions Approved for use in HVHZ: No FL4691-R3--1I"-CWS=341-(SH=8100 Non=Impact Oriel Wdws).pdfApprovedforuseoutsideHVHZ: Yes Impact. Resistant: No Verified By: Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: SH-8100, 48 x 90, Oriel, DP 45 PSF; SH-8100, 40 x 84, Eq. Lite, DP 50 PSF. Evaluation Reports FL4091 R3 AE 510875 (Eval Rep SH-8100 Non -Impact Oriel Wdws)_pdf Created by Independent Third Party: Yes 4091.3 8100 Vinyl Single Hung 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions LIApprovedforuseinHVHZ: No FL4091 R3 II CWS-293.(SH-8100 Non -Impact 52x96) d f.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Roberto Lomas 62514 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: SH-8100, 52 x 96, Oriel, DP 67.5 PSF. Evaluation Reports FL4091 R3 AE 510866 (Eval Rep SH-8100 Non -Impact 52x96).pdf Created by Independent Third Party: Yes Back Next DCA Administration 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 2000-2005 The State of Florida. All rights reserved. copyright and Disclaimer Product Approval Accepts: eC heck ViSro" BobbyScored EkIFY. http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/28/2009 L. Roberto Lomas P.E. Engineering Evaluation Report 1432'Woodford Rd. Clemmons, NC 27012 Report No.: S10866 336-945-9695 Manufacturer: Custom Window Systems 1900 S.W. 44 h Avenue Ocala, FL 34474 Product Line: 8100 Vinyl Single Hung Oriel Window Non — )mpact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: 8100 Vinyl Single Hung Oriel Window, non -impact. Frames are constructed of PVC and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS 293, sheet 1 of 7 titled, 8100 Vinyl Single Hung Oriel Window, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL-210-3508-3 signed. and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories Orlando, FL AAMA/WDMAICSA101 /LS.21A440-05 Design pressure: ±67.5 psf Water penetration resistance: 10.125 psf 3. Anchor calculations, report number 510867, prepared, signed and sealed by L. Roberto Lomas P.E. 4, Comparative analysis, report number 510867-1, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use -.- Maximum design pressure: ±67.5 psf Maximum overall size: 531/2" x 97 114" Maximum fixed panel D.L.O.: 47112" x 59 13116" Maximum active panel D.L.O.: 45 x 26 7/8" Units must be glazed per ASTM El300. This product is not rated to be used in the HVHZ. This product is non -impact resistant and requires impact protection in wind bome debris regions._ Frame material to be white rigid PVC per N,O.A. 06-1220.01. Installation: Units must be installed in accordance with approval document, CWS-293. Ger acatiorn of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). t'. r • • ' :.vJ; '. v VF i 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 09/3012008 SINGLE HUNG ELEVATION (NON -IMPACT) SHOWN W/ DIFFERENT OPTIONS)-- MAX OVERALL FLANGE WIDTH 53 1/6' MAX OVERALL 51 7!8" .MAX. UNIT WIDTH FLANGE WIDTH 47 11116". GLASS DLO 51718" MAX.. UNIT WIDTH 4711116' GLASS DLO 76" MAX. 8 69112' OVERALL SS MAXFLANGE 743N"0L OVERALLHEIGHTFLANGEO33112„ MAX. HEIGHT GLASS UNIT 68.114" DLO HT147 MAX. UNIT HT. G 3311/16" GLASS 30.112" X 273116" HEIGHT DLO SASH' HEIGHT GLASS DLO 45111fi. GLASSiGLA&S DLOO5HISASHORIEL LIT53 IlW, LL MAX OVERALL DTH FLANGE WIDTHITWIDTH517/8-MAX: UNIT WIDTH S DLO 4711116' GLASS DLO - 53118" MAX OVERALL OFLANGE HEIGHT 62 31' MAX, UNITHT. 24 518 MAX. SASHHEIGiiT 45 1116• GLASS OLD 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.:..A ANCHOR SCHEDULE & NOTES .......... 2 DP CHARTS & GLAZING DETAIL.......3 SECTION VIEWS & ALT FRAME EXTRUSIONS & B.O.M.......................:5 INSTALLATION DETAIL.....................6-8 T REGUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE; CURRENT EDITION- 2- GLAZING OPTIONS. (SEE SHEET 3) 3. CONFIGURATIONS: "O!X". 4.. DESIGN PRESSURE "TING (SEE SHEET 3): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1f3% STRESS INCREASE HAS NOT BEEN USED IN THE.DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE,OEBRIS REGION., 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMS. S. REFERENCE TEST REPORTS: NCTL 210-3522-1, NCTL-210-3522-IA 9. SERIES I MODEL DESIGNATION SH8100. 10; WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12 SECTION CALLOUTS FROM EOUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 1 63 5118" MAX L33-112"- 3,1-]2IOVERALL GLASS FLANGE O GLASS . OLD HEIGHT 621116" DLO M UNITHTAX.. 2t318' - 245116' GLASSMAX' DLO SASH EGLASSLO A HEIGHT GLASS OLD. 4 HI SASH ORIEL 4,111, 900SW44THAVE. f AlA FLORIDA 34474 GENERAL NOTES & EL PRDPMETMY AND 0ONRDENTWL -,'ems` n $ - PVC SINGLE HUNG THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLI WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARTOR ASAVF M FL P 625.14' `a - 8100 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PRO901T 1S. n0' 00!'jCa , 's JF - ' 4'i1 x b3 •• A 1-- 1 OF 8 A —{ SEE NOTE 2 MAX O.C. 6' MAX 4' MAX. 15! TYP) MAX O.C. O MAXM IF INSTALLATION ANCHORS TYP. x 14 ANCHOR LAYOUT - (FLANGE) THRU FRAME CUP (MASONRY OPENING) ANCHOR LAYOUT- (FIN) THRU. NAILING FIN (WOOD OPENWCA NOTE 6 INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1(4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3116" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 174" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCEOF 2'1/2" SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 316" INTO 2 BY WOOD BUCK 6. #8 WOODS CREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION - 7..SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. AT—UPDATED PER NEV S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 3 f l I , j y 8. INSTALLATION ANCHORS SHALL BE 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. kpOO SW 44TH AVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES • ca LA, FLORIDA 34474 A. WOOD -MINIMUM SPECIFIC GRAVITY OFG=0.42 .. HOR SCHEDULB. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N TYPE 1 (OR GREATER). PVC SINGLE HUN PROPRIETARY AND CONFIDENTIAL a L. RO O LTHEINFORMATIONCONTAINEDINTHSDRAWINGISTHESOLEPROPERTYOFO1ARTOY YAWOW SYSTEMS. INC. ANY REPRODUCTION W PART OR AS A WHOLE WrL6OUT THS FL. RI NO.62514 - . . t 8100 WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS, INC. IS PROHBITEB: 0 F. i`,..si c.ea: '• J tom '. 7f712008 A j " 20F8 S¢65 WD7H tM GLASS TYPE 27 1/2 29 112 31 112 35 V2 39 112 41 112 431/2 47 1/2 51 1/2 53 1/2 55 112 59 112 63 1/2 651/2 67 112 71 112 74 3l4 231/2 A,B,C,D 501--50 50/-50 50/-50 501-50 50/-50 50/-50 50/-50. 501-50 50/-50 50/-50 50/-50 50/--50 501-50 50/-50 50/-50 50/-.50 601-50 271/2 A,B,C,D 501-50 SOW-50 501-50 501-50 501-50 50/-SO 50/-50 50/-50 50{-50 501-.50 501-50 501-50 501-50 501-50 50/-60 501-50 50/-50 291/2 A,B.C,D 50/-50 50/-50 501-50 501-50 501-50 501-50. 501-50 50/-50' 50/-50' 60/-50 50/-50 501-50_ 501-50 501-50 50/-50 50/-SO 50/-50 311/2 A,B,C,D. 601-50 50/750 50/-50 501-50 50/-50 501-50' 501-50 50/-50• 501-'50 501.50 501-50 50/-50 501-50 601-50 50/-50 501-50 601-50 35.112 A,B,C,D 501-50 50/-50 50/-50 501-50 50/-50 50/'-`50 50/-50 501-50' 501-50 s501-50' 50/-50 501-50 501-50 501-50 50/-50 501-50 50/-50' 39112 A,B.C,1) 501-50 501-50 50/-60 501-SO 501-50 50/-$0 501-50 50/-50' 501-:50 501-50 501-50 501-50 501-50 501-50 50/-50 501-50 501-50 411/2 A,B,C,O 501-50 50/-50 50/-50 50/-50 501-50 SO/-50 507-50 501-50 50)-50 50/-50 501-60 50l-50 50/-50 501.50 50/-50 50/-50 50/-50 43112 A,B,C,0 50/-50 501-50 50 SO 50/-50 50/-50 501-50. 501-50 501-50 501-50 501-50 501-50 50/-50 501-50 501-50 501-50 50/-50 501-50 A,B,C.D 501-50 501-50 501-50 501-50 50/-50 501-50 50/-50 601-50 5Gt-50 501-50 501-50 5O/-50 501-50 501-50 501-50 50/-5O 50/-50t471/ 2 51 1l2 A,B,C,D 501- 50 50 / - 50 50 / - 50 501-<50 50 / - 50 501- 50' 50 /'-;50 50 / - 50 1 + 501- 50 1 + 501- 50 50 / - 50 601- 50 50 / - 60 -1 50 / - 50 1 + 50 / - 50 . 50 / - 50 1 + 501- 50 COMM" SIZES (TP to TIP) FIGHT (tN) VAITH ky GLASS TYPE 26 38 3/8 50 5/8 56 fi3 72 78 19 118 A,B,C,D 501- 50 50 ! - 50 501- 50 501- 50 50 -50 50 / - 50 50 / - 50 261/2 A,B,C,D 510 50 501-50 5 -50 501-50. 50/- 507-50 50/-50 37cl A,B,C.D 50/-50 50/- 50/-50 1 30/-50 50/-50 50/-50 50/-50 53118 A,B,C,D So/ -50 SO/ - So 1 +50/-50 50/-50"1 750/ 50 50/-50 50/-50 314' OVERALL 1/8' ANNEALED GLASS 112' AIR SPACE 11W ANNEALED GLASS GLASS TYPE A 314' OVERALL 3116' ANNEALED GLASS 31r AIRSPACE 3116" ANNEALED. GLASS 3W OVERALL 11W TEMPERED GLASS 412' AIR SPACE 1/8' TEMPERED GLASS GLASS TYPE C 34' OVERALL 3116' TEMPERED GLASS 318' AIRSPACE 3116' TEMPERED GLASS GLASS TYPE D GLASS TYPE B NOTE: \a ? r ; . v. 900 SW 44TH AVE, 1.:If SIZE INTENDED IS NOT Q?fOVIpIt CAL.A; FLORIDA 34474 USE NEXT LARGER SIZE. o fc / 6w DESIGN PRESSURE I PVC. SINGLE HUN PROPRETARYAND COWIDENTTu ' c U, 33 ' L-#f Tp f.QNlll EL: 81 DDTHER4FORM4TONCONTAINEDINTHSDRAWINGISTHESOLEPROARiTOMWINDOWSYSTEMSMC. AMI REPRODUCTION IN PART OR AS AVITIOLE THE 9 F6.p-E. NO 625140 - WRITTEN PERMISSION OF CUSTOM WINDOW SYSTUIS, INC. IV40OMTEOL 7/7/2008 A P'—'; 3OFB OVEFLA HEII TYPICALHORIZONTAL SECTION NOTE: LEFT SIDE SHOWS FIXED UTE CUTAWAY, - I RIGHT SIDE SHOWS SASH CUT AWAY MT ALTERNATE FIN FRAME'. ALINE A: TYPICAL VERTICAL SECTION NO MS 20; 23, 25, 26:31, 36, 37, 44, 51, 52 55, 56; 64, 6T,'6B ARE USED BUT NOT SHOWN FOR CLARITY CtS O PROPRIETARY I./10 COMROEIRf1I- •- THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY AIF CUG,77Otl MANDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WD'HDt(jiHb M; I:. r'+. ' . FL P.F-NO. 62514 o; WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC. IS PROHBITE12._ a Uip o Z. tam # Part # Description FRAME CORNER 115116•—I_ 2 3It6' CONSTRUCTION II ' e 1 us- 1 Isla, 3 9116" ` CORNER WELD (ALL SIDES) PVC SASH MTG. RAIL-6027 100° PVC SASH BTM. RAIL-6028 - PVC. FRAME;FIN-6026 3 I/8_ -I _ 516- I 1 111• 1 1.'. a F-1 7116' - 2 211116• 4 PVC FIXED MTG. RAIL-6001REINF. FIXED MTG: RAIL-1499 ZFIXEO MEETING RAIL ALUM 6063 T-6 SCREWED TOGETHER WITH OUTERFRAMEL j- -„ PVC FRAME-FLANGE-6031 3r16"- 1 1' v16• 44 IIrk--2 12"- 1116" SIt6" 12 REINF. SASH MTG. RAIL-1497 p8" 14 e" ANCHOR CLIP, 1504 15 ALUM 6063 T-6 ALUMINUM 6W3-T6 16 2 9I16" I37ej—] Ila"--i l-- -PVC GLAZING BEAD-6016 1 PVC SASH SIDE'-RAIL-60O4 VB' = 1 1112, 0 114' - NOTES: ITEMS 21, 22, 29, 41, 42, 43, 49, 50, 57-81 ARE NOT 1 314' 13 PVC SCREEN SUPPORT - 6014 3 PLAN VIEW -OF USED ON THIS PRooucT 3— ANCHOR CLIP 3It6" REINF. S.B.R./S.S.R. - 1498 I- - ALUM 6063 T-6 I 1 A ' UPDATED PER NEW FBC REQUIREMENTS 07/07/08 112" - i— t++j r i +'l •J_ ` — t Y8 o PVC SCREEN.CATCH - 601 •, 13/15 `~ S. c _ 110 SW 44TH AVE. c'' '.-. LA,FLORIDA '34474 1. .' lll PVC SASH STOP-6029 c ` EXTRUSIONS / B.O.M.- NON IMPACT PVC SINGLE HUN .RAWNBy: ADE ' 717P2008 PRDPraETARY AND CONRDENTIAL r. r . • - • .... . t•'eT4'C9 001t a. f CALL: THE INFORMATION CONTAINED M THIS DRAWING IS THE SOLE PROPERTY Oe CUs10t4 FL P,E ,NO.62514 a • 8100 .0 WS-154 WINDOW SYSTEMS.INC. ANY REPROIXICTION IN PART OR A A WHOLE ED. — 'TH6. . WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS: INC:IS PROFM&iED. -... --' c .+ '' 6 - EV. LETTER: HE c ... A 5OF8 1 H6031 Main Fr., SN, wlFlp., PVC, Head 2 H-603t MeFr., SN, wlFlg., PVC; Sill 3 H-6031 Mein Fr;, SH, wlFlg.;. PVC, L. Jb. 4 Hm6O31 Main Fr., SH, w119 PVC, R. Jb. 5 H-6001 MBet Rail, F f. 6 5-1499 Rein. Fxd. MR. 8 H-6027 ash Meet Rail, PVC 9 H-1497 Rein. Sash MeeL Rail 10 H-6028 Sash Bottom Rail, PVC 11 S-1498 Reid. S.B.RJS.S.R 12 N,6004 Sash Sidelf'apl8 L Rail 13 S-1498 Reirlf:S.B.RJS.S.R 14 S-6016 GIz.Bd„ 314",Frd., HDI1L 15 S-6016 Glz Bd_, 3/4",F1st.,.Vert 16 5-6018 qz Bd., Sash; Honz3/4", 17 S-6016 IGIx Rd., 314",Sash, Mart 18 S-6013 S=. Adapt, *Nib, PVC, Hodz 19 5-6014 San. Adept, PVC, Vert. 20 S-6029 Sash Stop / Filler, PVC, Vert 23 P-37e0 Anchdrerp 24 P-2190 Balance 25 - P3059 Sash Cam, PVC 26 P-3046 Take Out Clip - 27 P-3783 Lode Impact, PVC 28 P-3215 Keeper, Coerw/naImpact C 30 P-3215 Weep Corer w! Flap 31 P3893 Rein1: Plate; F.MR. 32 P-3429 Wstp., 0270 x-187 beck AnSeal, Gray 33 P-3429 Wstp., 0.270 x.187back Finseal, Grey 34 . P3429 Watp:; 0.270 x.187 back FinSeal, Gray 35 P3429 Wstp., 0270 x.187 back Finseal, Gray 36 P-3429 Wstp., 0.270 x.187 beck FinSeal,.Gray P3765. 6 x2.000 Ph PH SMS 38 P3766 8 x 0.625 Ph PH'SMS 39: P-4051W 8.x 1.250 Ph FH TEK Wit.- 40 P-3748W 8 x0.625 Quad FHTEK, VNtt - 44 P3342 Seam Sealer,'SM-5504 45 P-3752 Cap Plug, 12" Hole 6 46 P3438 Hot McIL Tru5eal, •FI" 41 P-3438 Hot Welt, TruSeai, "H" 48 P-3352 Set Rik.. 85 Our.,'t/8"x5A3"x2"Lg_ 51 P-3881 Temporary Lbl.(NFRCIDP)- 52 P-3613 CWS Lbl. (logo) 53 pass, Fixed 54 Glass, Sash 55 P-3281 Spacer.(seesheet 3) 56 P3218 sheet 3) Scree 62P3210 Fra(se Screen Frame, Horiz 63 P3218 Screen Frame, Vert. 64 P3321 Screen Frame Comer Key 65.. P3581 Screen CloUl,1Bx16Fiberglass 66 P3228 Screen SpNne, .155 Dia., Blk. 67 P3029 Screen Pull Tab 68 P• 3033 Screen Spring, SS 69 H i026 MBin Fr., SH, win., PVC 7D P- 3113 Screw Support for PVC U. a. J-'' 3l116itt1t 1 • I BY WOOD BUCK CAULK BETWEEN BUCK BY OTHERS AND OPENING BY OTHERS CONCRETEIMASONRY BY OTHERS - 2rN. EDG D D D 0. D D D• • D• • . • D • 1 t tu" o °, : D • D D • C D • P • D •Q D (MIN EMBED b • e - 11 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BYINSTALLER ANCHOR CLIP WINDOW FRAME HEAD INSTALLATION ANC 3/ 16' DIA, MASONRY 1 114•. 114' .MAX. SHIM E S ONHOR ANCHOR. MIN EMSEOME" SEE NOTE 2 6 3 ON.SHT: 2) i ANCHOR MIN EDGE DIST.) i CUP INSTALLATION ANCHOR, COST.) p p • 3116' DIA.. MASONRY ANCHOR. p • i BY WOOD BUCK MENT) p • p BY OTHERS 4 • p p e • MAXSHIMA. EE NOTE Z 6 3 Q SHT. 2) • • p • p • p p CAULK BETWEEN BUCK • AND OPENING BY OTHERS p •o •p' p . •' WINDOW FRAME p.• . JAMB n. fl4.r.• Oe PERIMETER CAULK BYINSTALLER HORIZONTAL SECTION 6 CLIP IMASNRY)- 1) O INSTALLATION ANCHOR, WINDOW FRAME 3116' DIA.-MASONRY ANCHOR. SILL PERIMETER CAULK ANCHOR. BYINSTALLER CUP 1/ 4" MAX SHIM EXTERIOR FWISH SEE NOTE 2 6 3 BY OTHERS ON SHT. 2) o • - 1 BY WOOD BUCK sI o . • . o > BV OTHERS e . • 114' MAX SHIM 1 3/R" SEE NOTE 263 MIN EMBEDMENT) ON bHT..2) p p. 4• INSTALLATION ANCHOR, ANCHOR t10WOODSCREW CUP p p• , p p CAULK BETWEEN BUCK p p AND OPENING BY OTHERS p p•-2 BY WOOD BUCK. p BY OTHERS p• . p i CONCRETEIMASONRY p . BY OTHERS p • p p • p PERIMETER CAULK Oi p BYINSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION 6 CUP(WOOD) CLIP WINDOW FRAME SILL INSTALLATION ANCHOR, 3/ 16"DIA. MASONRY ANCHOR. PERIMETER CAULK BY IN5TALLER 114' MAX. SHIM SEE NOTE 2 6 3 EXTERIOR FINISH BY OTHERS D ' • ..•... D D' D' ` D • D. i wD•D /4' a ...•D D . i , • D , • D D+ D D• •D D • G p+ • (MIN EMBEDMENT) D • . , D ` P D CONCRETIIMASONRY z1n' BY OTHERS (MIN EDGE COST.) 6\ ALTE(MA FEE PRECAST . SILL .DETAIL UPDATED PER NE CORt o . n air. , P - . o • o • s =: . • w o (MIN EMBEDMENT) - :.^ o • • a a• • o', > :'s . e . •o . • ` 1 r yt j/! I f900 SW 44TH AVE. CALA, FLORIDA 3447 INSTAL LAT)ON Dr, 21r2• - MIN. EDGE COST.) VERTICAL SECTION CONCRETEIMASONRY PROPRIETARY AND Co1F1DEXTUt - THE INFORMATION CONTAINED IN THIS DRAWING IS THE.. R6/AF t _ I CU§ TO19 s',,,r^, FL PVC SINGLE HU L: 6100 6CLIP(MASONRY) BY OTHERS WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PARTOR wsA MTHODTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS ING ZP4WHIBtVI. i 4i DRYWALL 111_4'. I'VE - DRYWALL - BY OTHERS BYOTHERS MIN EMBEDMENT) - MIN EMEMBEDMENT)- CAULKBETWEENBUCK AND OPENING BY OTHERS CONCRETEIMASONRY—, BY OTHERS '' Y,- j• •r 114"MAX SHIM I '.(SEE NOTE 2, 6 3 114" MAX SHIM ON SHT. 2) (SEE NOTE 2 & 3 ON SHT. 21 2 lz INSTALLATION ANCHOR, 3178' DIA, 4 4 a _• UNDER SCREW HEAD. BY INSTALLER . MIN EDGE DIST.): t, MASONRY SCREW wiNEOPRENE a . e. . •• BACKED WASHER THRU SCREW SUPPORT 4•. D P CONCRETE/MASONRY • . . BY OTHERS • P • • > • e v S' 1/4 Tv-. ( MIN EMBEDMENT) 4 INISH 2 112" 4 4• BByOTHERS I BY BUCK MIN EDGE DIST.) 1-` DRYWALL tiY• titi'• • BY OTHERS tit INSTALLATION ANCHOR, I RID WOODANCHOR WINEOPRENE BACKED WASHER THRU SCREW SUPPORT BY OTHERS A. U4' MAX SHIM 4 •4 . 2 BY WOOD BUCK SEE NOTE 2 3 3 ON SHT. 2) v ,`;• • ' A BY OTHERS PERIMETER CAULK DOW FRAM ME I BY WOOD BUCK PERIMETER CAULK CAULFN BUCK BY INSTALLERBYOTHERS PERIMETER CRAULK BY INSTALLER AND oKPENil' IG£BY otHERs CAULK UNDERSCREW - HEAD BY INSTALLER EXTERIOR FINISH WINDOW FRAME HERO EXTERIOR FINISH BY OTHERS BY OTHERS - INSTALLATION ANCHOR, 3/16- DIA. MASONRY SCREW w'NEOPRENE FRRIZONTAL RAME ( MASORY)IONI HORAMIZONTAL SS A0,SECTIONSACKEDWASHER THRU SCREW 7 FRE SUPPORT CAULKUNDERSCREW. HEAD BY INSTALLER INSTALLATION ANCHOR, 3" S" DIA. WINDOW FRAME MASONRY SCREW WNEOPRENE SILL BACKED WASHER THRU SCREW SUPPORT WINDOW FRAME PERIMETER CAULK 114" MAX SHIM SILL - BY INSTALLER SEE NOTE 2 8 3 ON SHT. 2) CAULK UNDER SCREW EXTERIOR BY OTHERS FINISH , p • ' r D HEAD BY INSTALLER r D. i r i D DD INSTALLATION ANCHOR, 3/16" DIA. D r. ' r DD . 1 114• MASONRY SCREW VAWEOPRENE 0-• i p DD . r p MIN EMBEDMENT) BACKED WASHER THRU SCREW D . r - .p - ii D D D PERIMETER CAULK SUPPORT p C D . . • R r BY INSTALLER DicDD . r r D D rp D D . ; D . i EXTERIOR FINISH SILL STOOL 2 Lr BY OTHERS BY OTHERS MIN EDGE DIST.) CONCRETEJM,gSONRY R\gLTERNATE PRECAST SILL DETAIL BY OTHERS TFRAME (MASONRY) P . P'• • 4• P-. •. aA A UPDATED PER NEYV FBC REQUIRE e•P ;P •• • ^ o PP. •, P USE. SOUDWOOD e P• SUPPORT TO MAKE. P•P e. •• P. •. SILL LEVEL BY OTHERS 2112, ... MIN. EMBEDMENT) BYBY OCTHHETEMIASONRV OTHERSMIN. EDGEDIST.) HIGH STRENGTH STRUCTURAL GROUT BY OTHERS VERTICAL SECTION FRAME (MASONRY) - THE INFOAMAnaN coNT WINDOW SYSTEMS. INC. WRITTENPERMISSIONO c ` k' Ao AVE. DA34474 TI N DETAIL THRU FRAME - INGLE HUN ADE RY AWNG 15 IDENiML DRAWING IS THESOLEPROPERTYDG(-'""'""r"ALEIcnoN w PART DRAsA1MIOtEVAp1FL. P, NO 52544 • NTS DON SYSTEM.; INL. IS PROHBITFW.. • i EV. LETTER: A 7/7/2008 CWS-1` 7 OF 6 SHEATHNNf BY OTHER! EXTERIOR FINISH BY OTHERS. CAULK BEHIND FIN BYINSTALLER WINDOW WRAP BYINSTALLER PERIMETER CAULK BYINSTALLER WINDOW FRAN HEAD . 112 MIN EMBEDMENT) 2 BY WOOD BUCK BY OTHERS., INSTALLATION ANCHOR, 18 WOOD SCREW 1/4' MAX SHIM SEE NOTE 2 d:3 ON SHT. 2) 2 BY WOOD BUCK J 114' MAX SHIMBYOTHERS _I SEE NOTE 2 R 3 ON 6HT, 2) INSTALLATION ANCHOR, 18 WOOD SCREW WINDOW FRAME 1. JAMB MIN EMBEOME" SHEATHING - • t,d• BY OTHERS 'd L EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL BYINSTALLERIOP CAULK BEHIND FIN BYINSTALLER PERIMETER CAULK CAULK BEHIND FIN BYINSTALLER 114" MAX SHIM - SEE NOTE 2 E 3 ON BHT. 2) J HORIZONTAL BYINSTALLER SECTION 8 FIN (WOOD) PERIMETER CAULK -_ ° 7 BYINSTALLER - 2 BY WOOD BUCK BY OTHERS WINDOW WRAP BYINSTALLER e• INSTALLATION ANCHOR, EXTERIOR FINISH e,d 88 WOODSCREW BY OTHERS SHEATHING1"' BY OTHERS ( MIN EMBEDMENT) ti VERTK:AL S_ E_C_TI_ON_ B FIN(WOOD) PROPRIETARYANOCOIFIDENIYIL n THE INFORMATION CONTAINED IN THS DRAWNG R THE SOLE PROPERTYOF CL/6TOy WINDOW SYSTEMS INC. ANY REPRODUCTION N PART OR AS A WHOLE 0JWLVY VHI5 Y.RITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHBREO` 'e rr',. ++ •Evi._Nb eo 4l?ice •: Florida s u"i:dillg(©de Unliile - J yR.rIN,Fs,fiR,r a` `.. 0 gp A a n. ' z„,'xa, :x• +' " +i^ ,7 . " @ ` 'i #X x.'.' .Ft4. F<n v. xa:,.r 1~fru't..3i2.s +.wzs^4• . a;ki.usia',u:'.a:.`w`,ura:«'`..ii:.y.i.,L^k*^d1L».. . r 6 ,.. BCIS Home Log In User Registration ;Hot Topics ;Submit Surcharge Stats &Facts ;Publications FBC Staff ! BCIS Site Map :Links Search j 4411"'tilviii Product ApprovalUSER: Public User i y t , Product Apgmval Meno-> Product or Aooli _a n earch > ApPli ti - ` > Applt ation Detail N If`' FL# FL9520-R2 Of, F-157 " Application Type Revision 17 .:,;: " F k Code Version 2007 Application Status Approved Awr Comments _ aA+w Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 352)368-6922 Ext208 cc Windows Mullions alua ' Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas PE-62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL9520 R2 COI 510190B—(Iact 3 in Mull Eval)_pdf Referenced Standard and Year (of Standard) Standard AAMA 450-06 ASTM E1300-02 ASTM E1886-02 Year 2006 2002 2002 http://www.floridabuilding.orv./nr/pr app dtl,aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 6/9/2009 orI a BU11d1rTg o e 11u1e ASTM E1996-02 PA TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/30/2009 Date Validated 05/04/2009 Date Pending FBC Approval 05/08/2009 Date Approved 06/09/2009 rageZ- 01.5 2002 1994 Summary of Products FL # Model, Number or Name Description 9520. 1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. ( IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R2 II CWS 150A (Impact 3 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05-1208 02:pdf ApprovedforuseoutsideHVHZ: Yes FL9520 R2 II Mikron NOA 06-1220. 01.pdf ImpactResistant: Yes Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Created by Independent Third Party: Yes ertical Span. Evaluation Reports FL9520 R2 AE 510190B (Impact 3 in Mull Eval).pdf Created by Independent Third Party: Yes 9520. 2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. ( IMPACT) Limits of se Installation Instructions d for use in HVHZ: Yes FL9520 R2 II CWS-146A (Impact 4 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05-1208 02.pdf ApprovedforuseoutsideHVHZ: Yes FL9520 R2 -II Mikron NOA 06-1220 01.pdf ImpactResistant: Yes Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Created by Independent Third Party: Yes Max. 76" Vertical Span. Evaluation Reports FL9520 R2 AE 510194B (Impact 4 in Mull Eval).pdf Created by Independent Third Party: Yes 9520. 3 Alum. Tube Mullion E5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R2 II CWS-192A (Impact 5 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05-1208 02.pdf ApprovedforuseoutsideHVHZ: Yes FL9520 R2 II DuPont SGP NOA 07-1116-04.pdf ImpactResistant: Yes FL9520 R2 II Mikron .NOA 06-1220 01.pdf DesignPressure: +67.5/-67.5 Other: Large Missile Impact, Max. 111 1/4" Horiz. span. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510197B_(Impact 5 in Mull Eval _pdf Created by Independent Third Party: Yes Back Next DCA Administration 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- 2005 The State of Florida. All rights reserved. copyright and Disclaimer Product Approval Accepts: lwm ® Ed http:// www.floridabuilding.oriz/-or/pr app dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZI... 6/9/2009 PlOn to BUIICling-Locte-uniine v¢,{s 9" Bvbbrbacui¢d http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 6/9/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012, 336-945-9695' Manufacturer: Custom Window Systems 1900 S.W. 44t° Avenue Ocala, FL 34474 Product Line; 4" Mull Bar Engineering Evaluation Report Report No.: 510194B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the. Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product description: Extruded aluminum mull bar 1" x 4" 6063-T6, part number H-1604. Supporting Technical Documentation: 1. Approval document: drawing number CWS-146, Revision A, titled 4" Mull Bar — PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210-3424-1, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 21a-3426-1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. Configurations tested: Vertical and horizontal mulled units; fin and flange installation. Standards used for testing and results: o AAMANVI mA/CSA 101/1.S.2/A440-05, AAMA 450-06, ASTM El886-02 and ASTM E1906-02. TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.25ibs at 50 ft/sec. o Design pressure: t67.5psf o Water penetration resistance: 10.1250sf o Cyclic Load Test: t67.5psf design pressure o ` Large Missile Impact, Level D Wirid-Zone 4 3. Anchor calculation report No. 510195B prepared, signed and sealed by Luis Roberto Lomas P.E . Limitations and Conditions of use: Maximum design pressure: t67.5psf Maximum horizontal mullion span: 74 1/8" Maximum vertical mullion span: 76" For window unit sizes attached to mullions refer to installation drawing. Units attached to mullion must have their own separate approval. Units mulled vertically without transom may mulled indefinitely as long as maximum unit size is not exceeded. This product is rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in wind borne debris regions. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. Installation: Mullion must be installed in strict accordance with installation instructions document CWS-146, Revision A. Window units must be installed to substrate according to window manufacturer's installation instructions and/or approval documentation. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial iifi Tstiri any other entity involved in the approval process of the listed product(s). ak , 1 of 1 i4tis'R. l.rrlas ;P.E: f, OWW2.009 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS cur GENERAL NOTES & ELEVATIONS ........... I ANCHOR SCHEDULE ................_............._2 HORIZAERT. MULLION DESIGN PRESSURE CHARTS ...................3 FOR PVC WINDOWS EXTRUSIONS & B.O.M ............................ 4 MULL BAR SECTION VIEWS ........ . ... . ... . . 5 PfK*flffrARY AMD COMIRIVEICTIAL INSTALLATION DETAILS ......... . .............. 6,7 WINDOW SYSTEMS, M. ANY REPMDUCTM IN PART OR AS A WHOU5 Wd WRITTEN PER MISSION Of CUSTOM WINDOW SYSTEMS, PC. IS. I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED To COMPLY WITH THE FLORIDA BUILDING COOS CURRENT EDITION INCLUDING THE HVHZ i2. CONF.:IGURATIONSSHOWN: 1. VERTICAL 2. HORIZONTAL/ VERTICAL 14. ALL MULI.04 EXTRUSIONS ARE 6663-16 ALUMINUM. 5. WOOD.FRAMING AND MASONIRTOPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, SUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT 08 ENGINEER OF RECORD, 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 17.'RESPONSIBLITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REOUIREMENTS RESTS SOLEY WITH THE AACHtTrzCT,.ENIGWEFR OF RECORD, BUILDING OWNER OR CONTRACTOR. e; APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTMTM IS REQUIRED. 1,9. REFERENCE TEST REPORTS: NCTL210-3424-11,NOTI-210-M44A, NCTL2IO3t24-2, NCTL210-3424-2A, NCTI-2103424-3. NCTL210-3424-3A. NCTL2lG-M4-4. NCIL210-3424-4A NCn2tU-342&1.NCTL210-3426-IA.,NCTL210-3425-2.NCTL210-3426-2A, NCTL210-34254,NCTL210-34",LNCTi.21"444.NCTL210-34n4A 10, DESIGN PRESSURES AND INISTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 1 i. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. SHEET 2 A 3). 12; DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE IOFTHE MULLION ORTHE INDIVIDUAL WINDOW UNIT. 13. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN KTHIS DRAWING. SINGLE L"Is TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST IBE MADE OUT OF VINYL PVC. 14.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL TOP.AND BOTTOM UNITS TOGETHER AND/OR TO THE HORIZONTAL MULLION. 15,VFRTiCA,L MULLED UNITS MAY BE MULLED INDEFINITELY As LONG As THE SINGLE UNIT WIDTH AM HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 9 c w 44TH AVE. ba, FLORIDA 34474 GENERAL NOTES A ELEVATION - 4' A Q 13*009 NOTES 16' MAX O.C. r --6' MAX. (TIP) TYPI O "IFO X X. ANCHOR ANCHOR LAYOUT N THRU FRAME TVPJ FLANGE) SEE NOTE 6 16' MAX. O.C. TYP) 6' 8' MAX. MAX. (TYP) TYP) 2 1/2' ,MAX. Fp) O O 8 OR POUT ( TH R FRAME FNAII FRAME MUUEAR FIANGEI ANCHORTHRUFRAME TYP) S. MAX (TYP) 12 lrr MAX. D.C. ITYPI NC 9[1CHOR LeYOUT THRU FRAME 1MW FRAME likl'w (TYP) FNI NOTES: t 1. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW U441T INSTALLATION INSTRUCTKIN, WHICH EVER REQUIRES MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO. SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH A 810 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE, 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING 010 x 1 HEX WASHER HEAD TEK SCREW (ITEM 02}: 5. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION, A UPDATED PER NEW FBC REOUI 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH. ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED 9ELOW.b 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPF,it} / 1800 SW 44TH AVE. 1 A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0,42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI C. MASONRY CONFORMANCE TO ASTM GRADE N. TYPE, P r ".` `, • ANCHOR 3HCEDULE 7 NO7E5 • t• MlSTRENGTHCAD. OR GREATER) its e` a PVC MULL BAR . Fl P ROPRWAAYAND CONPIDIDIT1AL - .w 5...'1; . ,at THE NFONMATION CONTANE0 INIM DRAW WG IS THE SOLE PROCHTY v kA l .. " WIDOWSYSTE4L5, NC. ANY i1EPR00WTION N PART OR AS A W HH¢¢EE M F T ilf L, E WraTEH PERM &X*jFCMOMWbAOW SYSTENS.NC.ls PR(Di1CD A' s- . t. • p • a0 fj .yaw d2 iP ;;U . 1101.le` A P'" 2OF7 ITEM NO. PART - D R ON 1 H-1604 MULL, 1 3/8" x 4" PVC SPECIFIC- 2 P-3767 10 x 1" HEX WASHER HEAD T7_K 3 10 x 1 1/2", PANHEAD PHILIPS ZINC 4 10 FLAT WASHER 5 S-1522 RETRO FIT MULL ANCHOR CLIP 6 S-1606 HORIZONTAL ANCHOR (PVC SPECIFIC) nK,uv 4 z 3ljts' I LRETRO CLIP(4") S-1522 ALUMINUM 6063—T6 FIN) 16' 2 1 3116' 1 6 1 3t/16' J _ HORIZ. ANCHOR S-1606 ALUMINUM 6063-T6 9Ii6' 16' DRIP ADAPTER SA 572 ALUMINUM 6063-T6 nq FLANGE ADAPTER S-1571 ALUMINUM 6063-T6 47r 4" MULLBAR H-1604 ALUMINUM 6063-T6 s 2 3/16' tre' RETRO CLIP(4") S-152 ;M+ ALUMINUM 6063-T6 ;0- '' 's FLANGE) "_ A e a• ' • -61L o. PROPP e- THE iNPDR1MTl0N ARY AM COWANQD T DRAWS ` IS THEBt lE Pqp p V Yom WNDOWSYSTEMS, WC; ANY REPROOUGTON W PMT gOeo L >N A){7 Ife . L ROBER WRRTEN PERMEi81pN OF CUSTOMWllO0W 6YST.NbtS -FL P. . ea r6b009. i tee* ^l+ ji r'g " O'asoM., raC._ km lV 1 1900 SW 44TH AVE. ALA FLORIDA 34474 EXTRUSIONS d B1LL OF MATERIALS _ 4' MULL BAR PVC MULL BAR AAJ : 4/13/2009 A P„«,: 40F7 HORRONTAL M LL BAR BECTpN NOTE; t. INSTALL HORWVERT ANCHOR PRIOR TO ATTACHING VERTICAL MULL BAR. WINDOW FRAME CAU' PRIOR TO MULLION 101YE. _-_ R77CA L BAR SECT TWIN WttJDOW& WINDOWFRAME HORIZONTAL MULLED SECTION CSj RIt IVE7i1.INIt:mS`E2TI6fT Jt} . n v OCALA, FLORIDA 34474 AECTIOM VIEWS -4'. MULLBAR PROPRIErARY AND WMN6FlIAL :: j -+, , a --+' l.BAR THE NPORMATON COITTANED N THE ORAWNO IS THE SOLE PROPERTI'RIDI / • r WWWW SYS7E 5. M. ANY REPROM)CTION N PAR7 OR AS A WHOLE W . L MJisf fO t W W"EN PERLBSSM Of CUSTOM WNOOW SYSTEMS. NG IS PROW M. FL. P. cn; A — SOF7 vac*t I E CAULK BETWEEN FRAME 2 W - Lam AND OPENING BY OTHERS (MIN EDGE DIST) (Mim EMSEDMENT) INSTALLATION ANCHOR, MOMENINTERIORFINISHIf10wOODANCHOR- BYOTHERSy `rr'-INSTALLATION A, NCHO ;-& 1B' WlTH WASHER 4zCONCRETFJMASONRV ( )YNTERIDR FINYSH03iDlA. MASONRY ANCHOR, BY OTHERSBYOTHERSWITHWASHER4x) _ ^ — — — — _ ` t• CAULK BETWEEN •l 4.0 •' i FRAME AND OPENING V •. .: ! . ti - . ;f, `.. t1a! BY OTHERS A . A CAULK BETWEENS'{!• • .. : ... - . .y (MIN. EMBEDMENT) 4 •. . FRAME AND OPENINGv. . BY OTHERS 4 •. INTERIOR FINISH BY OTHERS. 1 BY W OOD BUCK. •y • ; • 1 EXTERIOR FINISH BY OTHERS 4 • CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK • 4 - j • • BY OTHERS BY OTHERS - - PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 306' CIA. MASONRY ANCHOR, y • 4' HORIZ - RETRO FIT I WITH WASHER (4x1 zw UI 7 v . a 4^ HOR1Z REM f1T MULL BAR •'' 2 BY W COO BUCK MULL BAR CUP EDGE MULL BAR - MULL BAR CLIP BY OTHERS ( BEE NOTE 2) - SEE NOTE 2) - - PERIMETER CAULK EXTERIOR FINISH EXTERIOR FINISH BYINSTALLER BY OTHERS BY OTHERS BY OTHERS - PERIMETER CAULK BY INSTALLER /CD HORIZ MULL JAMB SECT N . 4• VERTICAL -dET, 7 MULL JAMB SECTION RETRO FIT CLTp (W D) MULL BAR T nETRO FIT CLIP (MASONRY) DD1 VERTICAL MULL HEAD SECTION I. 4' VERTICAL C.6.7 pETRO FIT CUP (MASONRY) RRETRO FIITCLIF ( MULL BAR ML.0, BAR- WSTAL1ATION ANCHOR, .. 41VERTICAL 3116" DIA. MASONRY ANCHOR, MULL BAR I I PERIMETER CAS WITH WASHER (0) UYINSTALLER INSTALLATION ANCHOR, 3( 18'DIA. MASONRY. ANCHOR, EXTERIOR FINISH RETRCFITWITHWASHER (4x) - MULL BAR CLIP - BY OTHERS r •.. •_•-••-_• 1— CONCRETElMASONRYDsD.. • y,D•. I• D• D PERIMETER CAULK - BY OTHERS. • • D 4 D DEMBEDMEISTIBY INSTALLER • •SILL STOOL BY OTHERS • • D• D , • Ds • EXTERIOR FINYSN (SEE NOTE) D r •- D A.BYOTHERS 4 3 .- zm r y •y • e , SHIM A6 LEVEL ALTERNATE PRECAST sILL DETAIL (MIN EDGE DIST) TO MAKE LEVEL IAbT L v ; FOR MULL BAR ' S: • • • A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 Y i ' • • • • E {,t WN. EMBEDMEN NOTE: tip! I Tf `1l;li: ) P•;' s • ..:: , • • • • ` 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION CONCRETEIMASONRV INTERIOR FINISH - BYOTHERS 3 4--25•8' By OTHERS ' - e•••' `• .•'y 1W(1l')YI144TH AVE. - - MiN EDGE DIST) 2. RECESS RETRO FIT CLIP 114" FOR CLEARANCE- r p FLORIDA 34474 WHENINSTALLINGWINDOWUNITS4 .k ' . fe RETRO FIT CUPIMASONRY INSTALLATION • 4• MULL BAR E]_ VERTICAL MULL SECTION BJ RETRO FIT CLIP (MASONRY) a oa PMOPAIITARYANDCONIDEIRIAL .• i''. _ . GVC MULL BAR 411312008 THE INFORMATION CONTAINED IN TM ORAWMO IS THE SOIR *4ST PAOPEAj y ,. . .: Cih%.4.148 WINDOW SYSTEMS, W- ANY AEPADDUCTIDM POR AS A WNpIE YITT LROBE Lowks WRITTEN PEAN880N OF CUSTOM WINDOW SYSTEMS, W. IS PR0148ITED. FL P.E. F0. 82614" A 6 OF 7 I SHEATHING CAULK BEHIND BY OTHERS 2 BY WOOD BUCKFINBYOTHERS34 BY OTHERS WINDOW WRAP tip, BY OTHERS F• EXTERIOR FINISH BY OTHERS Z w am• EMBEDMENT) PERIMETER CAULK BYINSTALLER INSTALLATION Alto WOOD AN WITH WASHEF RETRO FIT I MULL BAR CLIP 4' VERTICAL MULL BAR VERTICAL MULL HEAD SECTION 4' VERTICAL — MULL BAR WINDOW WRAP BY OTHERS PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS BY RETRO FIT MULL BAR CUP TINSTALLATION ANCHOR. N10WOOD ANCHOR, W ITH W ASHER (4X) INSTALLATION ANCHOR. N10 WOOD ANCHOR, WITH WASHER (4X) T BE -- j MIN. EMBEDMENT) - OR, 4 3 RETRO FIT 2 BY WOOD BUCK MULL BAR CUP BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS t-r yl? S* CAULK BEHIND FIN BY OTHERS PERIMETER CAULK 4' HORIZ WINDOW WRAP BY INSTALLER MULL BAR BY OTHERS HRIZ MULL JAMB SECTION RETRO CLIPIFlN..RAME(WOOD) 104T.. NOTE: ILI a, 1. RECESS RETRO FIT CLIP 114' SO MULL BAR j WILL BE FLUSH AGAINST WOOD BUCK AT AND HEAD. 6 PETRO CUPIFIN FRAME (WOOD) POMP1RKTARY AMC oagWMAL -!F. _ P— wlc ' PYCa THE NFDRMATION CONTANNO W I'M DRAWTNO IS THE SOLE PROi>ERTYOF. .: .• - .' , W pOp'/I SYSTEMS. Bq. A1H REPADDUCTfON Pi PART O0. Ag A WHOLE W R1gUT TgE L ROBER7O ' WRITTEN PERMBSION OF CUSTOM WNDOW SYSTEMS. NNC. IS PROHIBITED.! _ FLP.E-ND.&4, ems' rFs J': vs \ v p,•. 7t f• Iq•:. ,'s :tip lrSli' 7 Flo4,da;Building Code Online Pagel of 2 BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats & Facts Publications FBC Staff i BCIS Site Map Links Search Product Approval n= USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F 009 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Michael La Fevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368 2 Ext 221 jhompson@cw cc Category Subcategory Hlorizontaler 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 developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL13009 RO COI Eval Rep (HS-8200 Non -Impact 74x54 CWS- 486). df Standard PA TAS 202 Year 1994 Equivalence of Product Standards Fjor4da;Ruilding Code Online Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/08/2009 09/09/2009 09/11/2009 10/13/2009 Page 2 of 2 Products Model, Number or Name Description HS-8200 PVC Horizontal SliderV HS-8200 PVC Horizontal Slider, OX orXO. e Installation Instructions or use in HVHZ: Yes PL_13009 RO II CWS_486_(HS=8200_74x54 Non - Approved for use outside HVHZ: Yes Imp TAS 202).pdf j Impact Resistant: No FL13009 RO II Mikron NOA 06-1220 01.odf Verified By: Lucas A. Turner 58201DesignPressure: N/A Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x Created by Independent Third Party: Yes 54". See Installation drawings for Desing Pressures. Evaluation Reports - FL13009 RO AE E.val._Re_p_(_HS-8200 Non -Impact 74x54 CWS-486).odf Created by Independent Third Party: Yes Sack Next DCA Administration 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 2000-2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer Product Approval Accepts: isl— • Bobz '. ER+fyr Lucas A. Turner, P.E., MBA Evaluation Report 162 Rocky Creek Lane Hillsboro, TN 37342 Ph, 931-315-0049 July 14, 2009 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 74" x 54" unit size 75 1/4" x 55 1/4 flange size, 3/16Ann — Air — 3/16Ann glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44's Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of Florida Product Approval Rule 9B-72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS=486, signed and sealed by Lucas A. Turner, P.E. on 6/27/09. 2) Test Report NCTL-210-3599-1, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. on 5/11/09 a. Testing Performed: TAS-202-94 (Full 202 performed on 3 identical specimens) 3). Supplemental Calculations to support CWS-486, signed and sealed by Lucas A. Turner, P.E. on 6/27/09 Installation: Units must be installed according to approval document CWS-486. Limitations of Use: This product: May be used in O/X or X/O configuration in sizes up to 74" x 54" unit- size, or 75 1/4" x 55 IA" flange size, with max. glass daylight widths of 32 15/16" for fixed panel and 33" for sash Achieves design pressures as indicated in comparative analysis table in CWS-486 Is non -impact and requires the use of shutters May be used in the High Velocity Hurricane Zone Requires 3/16Ann — Air — 3/16Ann glass minimum Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06-1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest iri any other entity involved in the testing or approval process. of this product. HORIZONTAL SLIDER ELEVATION (NON -IMPACT) 75 1/4' OVERALL FLANGE WIDTH 74" UNIT WIDTH 55 1/4" OVERALL FLANGEHEIGHT VVV I 54" UNIT HEIGHT 4913116 GLASS DLO L I I i ji i I i 2511--32 GLASS' DLO $'L GLASS DLOL365116• SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATION.. ............... 1 qlCHOR SCHEDULE & NOTES ..............................2 CTION VIEWS "Oir /-X/Or .................................3 EXTRUSIONS & BILL OF MATERIALS.....................4 INSTALLATION DETAIL.............................................5 l SASHj SkBH HEIGHT 47 114" GLASS DLO PVC NON -IMPACT REQUIREMENTS: . 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. APPROVED CONFIGURATIONS: 'OW, "XKr 4. DESIGN PRESSURE RATINGS (SHEETS 3) NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTME 1300. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTME 1300. S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAIL. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL-210-3599-1 9. SERIES / MODEL DESIGNATION HS-8200. 10. 1 x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X . OPERABLE SASH, O . FIXED SASH LUCAS.A, TURNER, FL P.E. 958201 M W04DOW SYSTEMS S.W.44TH AVENUE A, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - NON IMPACT PVC HORIZ. SLIDER AAJ Lit; 518/20D9 8200 w/Alum M.R NTS CWS486 ET 1OF8 6- w 6' MA) NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4, 3116' DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU"FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 112' SHALL BE ACHIEVED. 5. NI . WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 316" INTO 2 BY WOOD BUCK. S. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MENIMUM STRENGTH SPECIFIED BELOW. (mot INSTALLATION ANCHORS TYP. AfRNER,FL P.L:f58201- 9, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOW4NG PROPEFT1136 A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. rALA, S.W. 44TH AVENUE C. N SONRY - STRENGTH CONFORMANCE TOASTM C-90, GRADE N, TYPE I (OR GREATER). .t. FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERON / !/!/ CHOR SCHEDUL PVC HORIZ. SLIDE c v s 8200 w/Alum M R 6 NOTES - NON IMPACT AAJ p ATE: SAY20M r ',— 2 OF 6 r: -, _. CAl TYPICAL VERTICAL SECTION LATE: SHOWS SASH CUTAWAY, TYPICAL HORIZONTAL SECTION TYPICAL VERTICAL SECTION 4 NOTE SHOWS FIXED GLASS CUTAWAY 7/9' OVERALL INSULATED GLASS 3/16' ANNEALED 1/2' AIRSPACE 3/16' ANNEALED SIKAFLEX 552 11 AX'fURNER, FL. P.E. #U201 GLASS OPTION ti fi: F, pL ITEMS 17, 25, 27, 34, 38, 40, 1, 48, 51, 52 ARE USED BUT NOT HOWN FOR CLARRY. S.W. 44TH AVENUE A. FLORIDA 34474 G X' -'X/O" SECTION VEW S - NON IMPACT HAWN PVC HORIZ SLIDER AA 1 r8200 w/Alum M.R NTS ru. Nu.:CWS488 4OF6 rmj Item # Part 11' Descrf tion SASH CORNER FRAME CORNER3 -I CONSTRUCTION CONSTRUCTION v,s 17 23r16" 2 nne• r - 1SM" ELDL si ES) 2 3 (OORNER WELDtAtLSIOEsI PVC FRAME FLANGE-6031 PVC SASH MTG. RAIL-6027 i ar18 tins v4 Vie- 14 t/16• I XMEEMn.1 PVC SASH TOP/BTM RAIL-6004 ROLLER TRACK-1678 PVC GLAZING BEAD-6064 SCREWED TOGETHER ALUMINUM 6063-T6 WITHOUTERFAAME s 115ne" 1J18 1 y4 s 2ls 3 '' 1 I sre e {-- O PVC ANTI LIFT-OUT-60050 1 ire SCREW SUPPORT P-3113 PVC SASH SIDE RAIL-6028 PVC FIXED RAIL - 1602 ALUMINUM 6063-T6 y 112 ose 5116 r`/ r--vas• I'--rr s' SASH MTG. RAIL-1497 HORIZ SCRN ADAPT-6013 VERT. SCRN ADAPT-6014 ALUM. REINF_ 6063-T6 TU ,ER, Ft. RE: n6e201 217 4 i- SYSTEMS SW aaTH AVEN5AS.T.RJS.B.RJS.S.R.,cLA, FIORIDA 34474E ALUM. REINF. 6063' ;., . wt ./ EXTRUSIONS 8 B.O.M. -NON IMPACT y } Q .:`. TEi ITEMS 6, 19, 20, 25. 28, 32 3 37, 39 4t . < . , t PVC HORIZ SLIDER ` 9 5, 53, AND 54 ARE NOT USED IN41Ti _ F - ,,, r, , — - 8200 w/Alum M_R NTS CW S-486 PRODUCT. p-' fi F "r 5 OF 6 1 H-6031 Main Fr., SH, w/FIg., PVC, Head Mikron 2 H-6W1 Main Fr., SH, w/Fig., PVC, Sill Mikron 3 H-6031 Main Fr„ SO, W/FIg., PVC, L. Jb. Mikron 4 H-Mll Main Fr., SH, w/Flg„ PVC, R. Jb. Mikron 5 H-1602 Meet. Rail, Fxd. Keymark 7 H-6027 Sash Moot Rail, PVC Mikron 8 H-1497 Reinf, Sash Meet. Rail Keymark 9 H-6028 Sash Bottom Rail, PVC (S. .R. io Mikron 10 S-1498 Reinf. S.B.RJS,S,FVS.T.R. Keymark 11 H-6004 Sash Top/Bot, Rail Mikron 12 S-1678 Roller track Keymark 13 S-6064. Glz. Bd„ 7/8",Fxd„ Horiz. Mikron 14 S-6064 Giz. Bd., 7/8",Fxd., Vert. Mikron 15 S-6064 Glz. Bd., 7/6",Sash, Horiz. Mikron 16 S-6064 Glz. Bd., 7/8`,Sash, Vert. Mikron 17 S-6013 Scm. Adapt„ w/ Nib, PVC Mikron 18 S-6014 Scm. Adapt., PVC Mikron 21 P-3804 Roller, Tandem M&M 22 P-3783 Lock, Impact, PVC RotoFrank 23 P-3784 Keeper, Impact, PVC RotoFr u* 24 1 P-4479 W Corer w/. FlapPreffered E 26 P-3429 Wsstp , 0.270 x .187 back FinSeal UltraFAB 27 P-3765 6 x 2,000 Ph PH SMS Fastenal 29 P-3768 8 x 0.625 Ph PH SMS Fastenal 30 P-4051W 8 x 1.250 Ph FH TEK, Wht. Fastenal 31 P-3748W 6 x 0.625 Quad FH TEK, Wht. Fastenal 34 P-3342 Seam Sealer, SM-5504 Schnee 35 P-3752 Cap Plug, 112" Hole M&M 36 P-4648 Sika Flex 552 SlkaFlex 38 P-3352 Set. 81k., 85 Dur., 1/8" x 5/8" x 2" Frank Lowe 42 Fixed 78" IG (316" Ann: AIR-3/16"Ann. 43 Sash 718" IG (3116" Ann: AIR-3/16"Ann.)i- 4-4 P-3281 Spacer, DuraSeal, Fixed TruSeal 46 P-3218 Screen Frame, Horiz. ALL Metal 47 P-3218 Screen Frame, Vert. ALL Metal 48 P-3321 Screen Frame Comer Key, ALL Metal 49 P-3581 Screen Cloth, 18 x 16 Fiberglass New York Wire 50 P-3228 Screen Spline, .155 Dia., Bilk. DADA 51 P-3029 Screen Pull Tab SummitWINDOW 52 P-3033 Screen Spring, SS FLA Screen P-3113 Screw Support, PVC Team Plastics 56s S 6063 Fixed rail End Cap Mikron 57 S-6005 Anti -lift out Mikron 58 P-3114 8 x 2", PH, Modified Truss, SMS Fastenal 59 P-3893 Fixed Meeting Rail Attach Plate Fastenal 1 114• MIN EMBED' EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER CAULK BEHIND FLANGE BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FLANGE BY INSTALLER INTERIOR FINISH 1 1/4' BY OTHERS (MIN EMBEDMENT) CONCRETEIMASONRY BY OTHERS :• } w CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT LiLr ( MIN EDGE OAST.) CONCRETE/MASONRY 8: OTHERS I D(MIN IEDGE • P • • `• • •• INTERIOR FINISH t BY BUCK BY OTHERS t BY OTHERS EXTERIOR FINISH- BY OTHERS 114' MAX SHIM SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/16- DIA. MASONRY SCREW w/NEOPRENE BACKED WASHERTHRU SCREW SUPPORT BY SCREW HEAD HIGH STRENGTH STRUCTURAL ROUT BY OTHERS PERIMETER CAULK BY INSTALLER 1/ 4' MAX SHIM SEE NOTE 2 & 3 EXTERIOR FINISH ON SHT. 21 BY OTHERS ol P • SILL STOOL P . • P . P • :> . s BY OTHERS 4• P • • P • P P P P • • P O PP. •• P.• . USE soup w000 SUPPORT a- ;•. o .. • P • •, . s TO MAKE SILL LEVEL. P P • P . P: tyt P Y BY OTHERS. P P: • P•P: P• • 11/ 4• V2= i— (MIN EMBEDMENT) CONCRETE/ MASONRY (MIN EDGE DIST.) BY OTHERS VERTICAL SECTION T FRAME(MASONRY) 1 BY WOOD BUCK BY OTHERS 1/ 4' MAX SHIM 1 (SEE NOTE 2 & 3 ON SHT. 2) rCAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB CAULK BEHIND FLANGE BY INSTALLER i-r% HORIZONTAL SECTION FRAME ( MASONRY) WINDOW FRAME SELL CAULK BEHIND FLANGE BY INSTALLER PERIMETER CAULK BYINSTALLER 1. W MIN EMBEDMENT) 114' MAX SHIM SEE NDTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BYINSTALLERWINDOW FRAME JAMB. NTERIOR FINISH BY OTHERS ti i ti1.i i• s• A INSTALLATION ANCHOR, 10 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT 0• A 1 0 CAULK BETWEEN BUCK AND OPENING PERIMETERCAULK1 _ p BYINSTALLERBlF HORIZONTAL SECTION INSTALLATION ANCHOR, 3/16' DIA FRAME ( WOOD) MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER 114' MAX SHIM SEE NOTE 2 & 3 ON SHT. 2) BYOTHERS EXTERIORFINISH - BYOTHERSD • - e ° e - D BY OTHERS 2 BY WOOD BUCK BY OTHERS ERIOR FINISH Dr. D•.i,.. • D.i D..D 11f4, D % • EMBEDMENT) D e D r • e • • D • D (MIN D. e•• p•i Dep D p D pr • ° CONCRETE4AASONRY )"- BYOTHERS ( MIN EDGE COST.) ALTERNATE PRECAST SILL DETAIL FRAME ( MASONRY) °. LUCAS TURNER, FL P.E. #58201 A. l , WINDOWi 44THFLORIDAINSTALLATIU FRAME OETAtL -NON IMPACT AA. 1PVC HOAR5!8/2009 8200w/ AtoNTS OWS-4B6 Af MON>NOV 0 2010 11: 104"5T. 10: 41 ZH-. 71500000044 P a i F.. . ........ ... .. ..... . yr ARM, 13 Anammut to WOM "0=1 boa T& IRMANA nums *f "Maem2ml. pv qnw qWMi Y now xm