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539 Valencia St; 17-2592; WINDOW REPLACEMENTCITY OF SANFORD v BUILDING & FIRE PREVENTION PERMIT APPLICATION App'hcation No: Documented, &nstruction Value: $ u2 Job Address: 539 0Ateti,C.A s-r 5flN fob, Fc 3z.9- l Historic District: Yes No S Parcel ID: 31 - 19 - 3 1 - 50 T -01-00 - 02S0 Residential 2f Commercial Type of Work: New Addition Alteration Repair 9 Demo Change of Use Move Description of Work: REPLACE G WINDOWS W/NON-IMPACT SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com Property Owner Information Name KOS Ku EDWA CD L. r Ufuel Q.. Phone: `-IC-1' Zl-0y10C7 Street: S'39 J (. C; A S-T Resident of property? : OWNER City, State Zip: SAti FoaP, FL 32:1-1 1 Contractor Information Cqlut &-1 3-7 i .5 1 L-J [ Sj Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 1o44 Sw 42 ST Fax: 407-4728380 City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890 Architect/Engineer Information Name: N/A Phone: N/A Street: N/A Fax: N/A City, St, Zip: N/A E-mail: N/A Bonding Company: N/A Mortgage Lender: N/A Address: N/A Address: N/A 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. 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. 'il'J FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application X NOTICE: In addition to the requir meats 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. a (' ,I I-1Cft-1 12, 11-1 Signature of Owner/Agent a Siva ent Date ct o u 'ems --- Print Owner/Agent's Name Print C)gAWt r/Agent's tome I of No ride MPR\NEi o E\ot Gp,PG\ N bC c " S\ 02AS52 0G02 ss on # pec23' Pssn. Gomm xP es a\No\atY oM.: G m` h anon c z a MY lhto q N Owner/Agent is Produced ID or 600- Sign- of N , to of Florida AZOSOLI O00 MARi1N 01 F1ol daGARPobllc • Slate 4855 i°a'v Po:`c:_ Nota Y mission # GG 02 202023, MG omm. Expifes Dec Assn. though National Notaty Contractor lot;° own to Me or Produced a of ID Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps• Fire Sprinkler Permit: Yes Q No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 3 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No[] WASTE WAFER: BUILDING: C—R , 7,9• (-% Revised: June 30, 2015 Permit Application SCPA Parcel View: 31-19-31-507-0700-0250 http://parceldetail.scpafl. org/ParcelDetailInfo.aspx?PID=3119315070... Property Record Card P C FA Parcel: 31-19-31-507-0700-0250 Owner: KOSKY EDWARD L sc s+ouc cOunrry, aoaa Property Address: 539 VALENCIA ST SANFORD, FL 32771 r ParcelInformationParcelInformation Value Summary I -- mmar - Parcel 31-19-31-507-0700-0250 Owner KOSKY EDWARD L Property Address 539 VALENCIA ST SANFORD, FL 32771 Mailing 539 VALENCIA ST SANFORD, FL 32771-3579 Subdivision Name SAN LANTA Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1995) W- 7WI woo Seminole County GIS - Land 2017 Working 2016 Certified Values Values Valuation Method i Cost/Market Cost/Market Number of Buildings 2 91,795 2 I $82,502DepreciatedBldgValue Depreciated EXFT Value Land Value (Market) 1 25,099 21,381 Land ValueAg -- --- Just/Market Value " 116,894 103,883 Portability Adj - -- 23,772 12,676SaveOurHomesAdj Amendment 1 Adj P&G Adj 0 93,122 0 91,207AssessedValue Tax Amount without SOH: $1,269.00 2016 Tax Bill Amount $1,015.00 Tax Estimator Save Our Homes Savings: $254.00 Does NOT INCLUDE Non Ad Valorem Assessments Method I Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 83.00 175.00 0 i $270.00 25,099 Building Information Is Bed/Bath count incorrect? Click Here. 1 of 2 7/12/17, 1:31 PM t"a''4 3A,, .'mot -woo tcg eta' UW Nzlmr xx c< Kam. p 1e, f; 4 s .^ a1ia,F3 ,ss ri .,,f?' }rr.: r i ,.C.i.s%...s^x t 4.x,W4 <..ras-„ra'aOri'Trtdllr' ,,. nAlardO'W ,,Oftrr ,Jcu..,zr"MsfTgVset sWtad A 0,ta zf,.„ 4 zv;,aW-t O%v'af, el e,, TvrxnWw- i- w"' ps v, v d 3e. Cof .L-<i . JN 1111111111111111111111111111111111111111 j-'JAL.CIV "11HOLE COUHT" THIS tNSTRUMENT PREPARED BY: I HlQ Name: BARBARA ESPARZA "IF C:OLJIt:T '0NFTR0LLER Address: FLORIDA HOME IMPROVEMENT ASSOC. ddr P-3 1100 8034 SUNPORT DR- 9401 - QRLANDO- FL. 328 CLERK'S v 20170SLI00 10E (' 0 1". C, E D Q NOTICE OF COMMENCEMENT -IG FEES State of Florida County of Seminole Permit Number: Parcel ID Number: 31 - V J- 31 -50) -0-WO - 0250 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the full **V Information is provided in this Notice of Commencement DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) tF ?/z OF L07- Z5' + A-1 I LOT' 26 .6 L K 4 tR I/ A e -D P- q- A J) 1 0 &; S, sfiu lAx%TA P a ,,3 Frs $C 7 539 VAle-out-'ZA -57- 5A#j4'02D. ff. 3211-11 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name: Ko,$jK4 EDUJAMD L.?r\JaW)L Address: 539 VAL+--Ai C.,tA ST 15AAA0fLb, ft 32:I Fee Simple Title Holder (ff other than owner) Name: n/a Address: n/a CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC. Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: n/a Address: n/a In addition to himself, Owner Designates n/a of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencemard (The expiration date Is I yew from daft of recording unless a different date Is ape~ 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 COMMENCEMENT. Under p"Ides of perjury, I declare that I have read the foregoing and that the facts stated In it are true to the of my knowledge and bel pf Kos Owner's Signature Owner's Printed Name Florida Stftft 713.13(lXgy'The owner must sign the of canmencemerd Brat no orro etse may be permitted to sign In Ns or tier stead' Ir State of County of 77 The foregoing Instrument was acknow ad before rne this day of .20 by 1 Q v Who is pens ly own to Name d person making state ant OR who has produced Id...., making of Ide7!!!!Tt*n produced: J OIINA otState 5 GGpubllc )4 55 D0e, 23, Notary SJ' P b National 00 pus,,,, tAokatl GG 0- ee 23, Not3FFTignature VE A, com Bonded LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford Seminole County, Winter Springs Date: I hereby name and appoint: LUIS COLLAZO an agent of: FLORIDA HOME IMPROVEMENT ASSOC. 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): N The specific permit and application for work located at: S3 9 A F N C. A ST Sr1 Al fOrt) , 4 t 3 2) :? 1 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. BURNETT State License Numbe ignature of License STATE OF FLQRIDA COUNTY OF W ((-- . The foregoing instrument was acknowledged before me this day of JL , 200 17, by WAYNE T. BURNETT who is?(personally known to me or o who has produced identification and who did (did not) take an oat . Notary Seal) 1 131S. 0 Ootnm SExp tes aNotatY p55o' w MY ° thtoo0t` Nat lea4 MQN Rev. 08.12) Signature CCA ( G 7C Y `GIGl ?1l Print or type name Notary Public - State of CommissionNo. G d My Commission Expires: as 0 THIS iNSTRUMf?N'T PREPARED BY AND RETURN TO: James A. Barks . Jat r es A; Barks, Attorney at Lawn p 1.120 West First. Street, Suite; B Sanford, :Florida 32771 Property Appraisers Parcel Identification (Folio) Number: 31-19-31-507-0700-0250 Grantee SS Space above This Line For,Recordino Data ST TnIs WARRANTY DEED, made the dray of August; 2017, by EDWA1 D L. K.OSKY and VAI. ERIE O. K SKY, husband and wife, herein called the Grantors, to E17WARD L. KOS%Y :Bete! VALER C:. KOSKY, husbatid and wife., whose address is: 539 'Valencia Str`eet,_Sanford, Florida 3277:1, h.ereria,r.fter called the Grantees: ff1<'herever used herehi the terms "grantor" and "grantee" ir'rcltrde rrll the Parties to this instrrtrnent wid the heirs, legal reprra ew.atives din l assigns of indiviEh arc -•, er id thesuccessors and assigtia of corporatiart,sy W i T N E S S E T H: That the Grantors, for and in ce n,Mderationof the sum of TEN AND 00/ l 00'S Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grant, bargain, sell, alien, remise, release, convey and confirms unto .the Grantees all that certain land situate in SEMINOL.E C_,ounty, State of ;Florida, viz.: i' lie East I:/2 of Lot 25 and all of Lot 26, .Block 7, SAN LANTA, according to the :Plat thereof as recorded in 'Plat Book3, Page 80, of the Public Records of Seminole County, Florida. Together wvith a strip, of land 40.0 feet in,wwiclth, i.e., 15.0 feat wide on the South sidleand 25.0 feet wide on the North side of the centerline of the roadbed of Seaboard System Railroad, Inc. former main tract, said strip of land adjoining and. lying South of the East half of Lot 25 and all of Lot 26, Block 7, SAN LANTA, as recorded in Plat Book 3, Page 80, of the Public Records of Seminole County, Florida. The express purpose of this Deed is to create in the'Grantees herein a tenancy by the entireties. TOGETHER, with all the tenements, hered.itarnents and appurtenances thereto belonging or in anywise appertaining, TO HAVE AND TO AOLD, the same in fee simple forever. AND, the Grantors hereby covenant with said Grantees that the Grarrtoi rs arc lawfully seized of said land in fee sirnplc, that the Grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title to said landand will defend the same against the lawful claims of all person,, whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2016, GVI.`T I TF "i S ViJIJREC)F, the said Grantors have Signed and scaled these prE: nts the clay and ye, l'Si' above written. - Signed', sealed and delivered in the presence of: dwvard 1, Kusl.y iw'itness 1 Signature Witnesti #fl 1?)-#tc,d N'an)p 7 Valerie C°. I osky 539 Valencia Street Withess ik2 Signature Sanford, Florida -3- Whnes; #2 T'rit7tcd "laslle STiVFE OF FLOI2MA COUNTY OI Sig NlI.h1OLE 1, I+'I)"iy,Itl) L. The fciregoing instrument was ackno,wvledged before n+c this day. of August, 4017, y l{CiSKY-.inti Y Ex2II. C. KC7 Kt', who are personally I:noWl, t n u nz nave l iodit<.ecl its ideiiti(ication. 1 p g Notary Public St•=t, of Flo;` aSEALwJeimesAibet1Barks r' ; )Notary I'c My Commission FF 071147 Expires 02124!2018 yu.,:P"'m+.'ei'lY s°'n. h.'`i,c ''iYa*r1Kvf`y"a•,i+' .0 4.td+. .. ....__. My Commission Expires: Printed Notary Name jRECORD COPY D City of Sanford BuildingPreventionand re Product Approval Sp 'fication Form LDin c 1 7 - 2 5 9 2 SANFORD Permit # /I A RTM Project Location Address 539 VALENCIA ST. SANF D, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll Up Z9.17 Automatic DATE Other 2. Windows Single Hung S ca I o Sef eS 91.l 5,14bq 1 •S Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions cws I y 3 Z . Wind Breaker Dual Action Other June 2014 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signatur Applicant's Name WAYNE T. BURNETT Please Print) June 2014 FHA - DIAGRAM SHEET MEASURE DATE Th9 7/26/2017 CUSTOMER NAME LEAD NUMBER TYPE OF PROPERTY FLOOR No Roof Height MEASURE TECH Kosky 475475 Single Family 1 24' Dan Franklin 1&2-SH 29 3/4 x 61 3/4 50) FL4091.1 ice 3,4&5-SH 30 3/4 x 46 3/4 50) FL4091.1 6 - SH 46 x 85 (+/-60) FL4091.5 MULLION 1 x 3 NOA# FL9520.1 (+/-80) Florida Building Code {online Page 1 of 2 AX " ggig $ Z tr ,s SaS Home tog In User Registration Hot Topics ' Submit Surcharge Stats & Fads MIS, `--, iS s }? Product Approval e ulation dGfrliG= us. > ApOication netan FL # FL9520-R6 Application Type Revision Code Version 2014 Application Status pproved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352)368-6922 Ext291 jiathrop@cws,cc Category Windows Subcategory Mullions Compliance Method Evaluation Report fra n 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) Equivalence of Product Standards Certified By Lucas A. Turner PE-58201 Ke Certiflcatlons, Inc. 7/21/2020 Steven M. Urich, PE 10 Validation Checklist - Hardcopy Received FL9520 ,R.6 COI Ev lRe CWS-5 5A t3 in M I E P) r mandwA AAMA 450-06 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Yoh 2006 2005 2009 1994 htip://www.floridabuilding.or};lpr/pr_app_dtl. aspx?param=wGEVXQwtDgvIHvmuJRWeZ]... 5/6/2016 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/1612016 02/16/2016 02/17/2016 04/12/2016 Page 2 of 2 Model, Number or Name DescriptionDFL3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin Flange applications, (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ-. Yes 1331 1 JMP1D-Mg.j- -I.L)df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant., Yes Created by Independent Third Party: Yes Design Pressure. WA Evaluation Reports Other; Large Missile Impact; See Installation Instructions EL9520 E6 AE Eysilgen CWS-836A (3 in Mull, I Created by Independent Third Party; Yes andEvaluationReportforcompletelist , of Limitations and Conditions of Use. 1 1 95202 4' Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. ( IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R6 It CWS-837A M in -Mull' IMP),pdf Approved for use outside HVHZ.* Yes Verified By: Lucas A. Turner 58201 Impact Resistant., Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRep CW5-8a7A (4 in Mull. IMP).Dd Created by Independent Third Party: Yes andEvaluationReportforcompletelistofLimitationsandConditions of Use. 9520. 3 Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ, Yes FL9520 R6 II CWS-838A (5.5 in Mull, IMPI.pd'l Approved for use outside HVHZ., Yes Verified By: Lucas A, Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRep NE1,0i Created by Independent'[ hird Party: Yes andEvaluationRepo, t for complete list of Limlitations and Conditions of Use, s- iE2 QpRU. q..U< : ! - F The State of F-lorida :s an AWEEQ cznPloydr. FnyaLy Salta =.nt :Z :Z Under Florida taw, ornall addresses are public records. if you do not wart your e-mall address released In response to a public -records naitiest, do not send aw, ronic Mai) to this enulty. Instead, contact the office by phone or by traditional Mall. if you have any questions, please contact 650,487.1395. *Pursuant to Section 455,775(1), flodda Stabutm, effective October 1, 201.2, licensees licensed under Chapter 455, F.S. must provide the Depadment with an email address if they have one. The enlails provided may t* used for ffrial comni.nicatim with the licensee. However email addresses am- public record. If you do out wish to supply a personal address, please provide the Department with an emailaddress which can be Made availatile to the public, To determine It you are a licensee under chapter 45.5, F.S,, please dick hore pies sx t app,owi go gil a http:// www.floridabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDqvlHvmuJRWcZI... 5/6/2016 ek Product Description: PVC 3" Mullion H-1758 Manufacturer: Custom Window Systems, Inc 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A.. #29779 Evaluation Report 836A April 27, 2015. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-836A, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, 4A, -2, -2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: May be used up to the sizes and design pressures as shown in CWS-836A, using clips as shown in CWS-836A 1s Large Missile Impact Resistant and does not require the use of shutters May be used i i the High Velocity Hurricane Zone May only be used with Custom Window System, Inc. windows, please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. m Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have, nor do I intend to acquire, 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 do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval. process of this product. Ak%J1111rarre10 { ter' No 582ol . Y 4/ 27/2015 7: STATE or Lucas A. Turner P.E. 0 R FL PE #58201 N ' a i I A Lucas A. Turner s 2015-04-27 21:00-04:00 ANCHOR EXAMPLE HO;IIZJ.VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATION&---...... 1 DP-CHARTS.................................................2.3 BOM & EXTRUSIONS A EXTRUSIONS-- ................. 6 SECTION VIEWS -- ........ 6-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS..........................9.10 ANCHORCLIP GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO I QNROW iM 9COMPLYWMADSC61 THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH2} AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL I WO SW 44TH AVE. IMPACT USE AS DEFINED IN ASTM E1995 PEP, THE FBC, RIDA 34474 OCALA, FLOCC Z. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. 3, SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3" PVC REFERTOSPEFTS2-3) MULL BAR A. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGNOFTHISPRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS, WINDLOAD DURATION FACTOR Od=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DES GN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT UJ M APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE T APPROVAL. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFT EY REQUIREMENTS RESTS SOLEY WITH THE ARCHRECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED 70 THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLEDTOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM, 7 cidl I Q. VERTICAL MULLED UNITS MAY 89— MULLED INDEFINITELY As LONG AS THE SINGLE J AND HEIGHTARE NOT EXCEEDED, ANDMILILLIONS ARE ANCHORED AS UNISHOWNWIDTHEREHTIN. C0 II . HORIZON17i AL MULLION SHALL EXTEND PIE ENTIRE WIDTH OF THE MULLED UNIT, VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. No EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas A. Turner 2015- 04-27 21: 00-04:00 F- 10LUCAS& TURNER, P,E, FL PE * 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS bmm — Sy —7w-fr-- ADE 1 09/27/12 A Design Pressure Chart(PSF) for NON -INTERSECTED Impact PVCTI&Illon H-1758,with 1522 dips using four (4) #10 SCMWS into WOOD or METAL Or 3/I6'rTW Tapcons orELCOULTRPCONS info SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 114" ELCO ULTRACONS. OPENING SIZE n. 39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 3/8 37 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 SOLO 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 c 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80A 80.0 80.0 80.0 Li?.0 SOLO 80.0 80.0 BOLO SOLO SOLO 48 3/4 80A SOLO SOLO SOLO 80.0 80.0 80.0 80.0 80.0 80.0 BOLO 80.0 8MO 80.0 80.0 8D.0 60.0 65.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Sao 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.o ti5.o 57 80.0 60.0 SOLO 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 63 80.0 80.0 80:0 80.0 80.0 80.0 SOLO SOLO 78.9 76.6 74.8 72.5 65.0 65.0 65 65.0 65.0 65.0 65.0 1 65.0 65.0 65.0 65.0 85.0 1i5.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 63.5 72 65.0 65.0 65.0 65.0 . 65-0 1 65.0 65.0 64.9 61.7 59.1 56.9 53.7 UP CHAM r rs FTJH: NON -INTERSECTED IMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS 4) #10 SCREWS INTO WOOD or METAL 4) 3116" ITW TAPCONS or EUCO ULTRACONS INTO SCUD CONCRETE or WOOD 4) 1/4" ELCC ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3' Mullion H-1758, with 1776 dips with six (6) #10 Screws into WOOD or METAL or 3t18" rrWTapcons or ELCO ULTRACONS Into SOLID CONCRETE or WOOD per each end of mufflon. HOLLOW or GROUT -FILLED BLOCK require 114" ELCO ULTRACONS. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 107 318 114 120 126 1 132 138 145 318 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80A 80.0 SOLD 80.0. SOLO 8a.0 80.0 80.0 80.0 80.0 80.0 42 314 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D. D 80.0 80.0 80.0 80.0 80.0 80.0 48 314 80.0 80.0 80.0 ao.o 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 z 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 W. 86.0 65.0 65.0 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80:0 65.0 65.0 65.0J6380.0 OLO 80-0 80.0 SOLO 80.0 60.0 80.0 80.0 80.0 80.0 80.0 65.0 65 66 85.0 1.0 1.1 SSA 1.0 65.0 65.0 65.0 Wo 65A 65 0 85 0 li5.0 sa 65.0 65.0 65.0 65.0 65.0 65 0 65.0 85.a 65 085.0 85 0 g*,. 72 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 1 64.9 61.7 59.1 56.9 53.7 NOi+i-INTERSECTED IMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, U&NC! (PER END): 1776 CLIPS 6) #10 SCREWS INTO WOOD or METAL 6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD S) 11A' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TWIN VEIRTICAL IVIULLK:?d b 1 w I L w_...... OPE IINGSIZE- iF 3 OPENlNGBiZEI- TRANSOM OVER TW €i4 VERTICAL MM I. M T_ 1 x x W w a 0PE:N1NGSLM2 - «' OPENING OVER TRIPLE TWIN H,`iR¢CNTAL EflliitGy W S w IoIi MULL LENGTH --^ 1900 SW 44TH AVE. OCAIA. FLORIDA 34474 WWW.CWS.CC PVC MULL BAR IMPACT v u of EAI : rt1 Ise a OIUIBitw'OIT n v%: NOTES: + ^ i, C;;•"`t°`, 1. THE MULL ?AR 1N FOCUS FOR ANY GN> N . ont CONFIGURATION 1S SHOWN IN SOLD, 004,1014A i'15 ,X% 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE Q= MULL BAH CUPS, AN 427/2015INTERSECTEDMULL13ARWILLALWAYSBE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A. TURNER, P.E. 3, NON INTERSECTED MULL BARS CAN BE ATTACHED FL PE # 53201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JARARA AVE. NORTH PORT, Ft.. 34288 TRiPiz TWWMIPLE PH. 941-38D-1574 MRIZOWAL MULLnN DP CHARTS NON -INTERSECTED OPENtNii-._..__....... ___.. MULLSnSiZE 9 4_ AIDE 1 0912W12L__.... . - I REv.: 0 GN1S-836 A 1«-MULLI-ENCT IA --«aSCALE,.— FtIJ! t C.E:Nt$T?i----------,SI'1E T' t;1 2 CF 10 Design Pressure Chart ( SF) for TER ECTED Impact PLC 3" M Ilion H-1758, with 1522 clips using four (4) 010 Screws into WOOD or METAL or 3/18" I1W Tapcons into SOLID CONCRETE or WOOD, or 1776 dips with six (6) #10 Serowe Into WOOD or METAL or3t16' ITW Tapcons into SOLID CONCRETE or WOOD per each end of muflion. HOLLOW or GROUT -FILLED BLOCK require 1 W ELCO ULTRACONS. OPENING SIZE n. 39 1 45 51 57 63 69 75 318 1 81 87 93 99 110 3/8 114 120 126 132 138 145 318 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 0 50.0 50.0 50.0 50.0 50.0 50.0 e 42 W41 50.0 0.0 50.0 50.0 50.0 50.0 50.0 50.0 SOX 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48 314 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 53118 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 560 50.0 50.0 50.0 50.0 50.0 50.0 50.0 LrJ 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WO 50.0 50.0 50.0 50.0 50.0 50.0 46.1 r 63 50.0 50.0 50.0 50.0 50.0 1 50.0 SOLO 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 68 SOLO SOLO 5d.0 50.0 50.0 5a0 50.0 50.0 50.0 50.0 50.0 50.d 49.11 47.$ x . 72 50.0 50A SOLO 50.0 SOLO 50.0 50.0 50.0 SOLO 50.0 SOLO 45-4 44.0 75.375 SOLD 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 1 40.0 E DP G TART IS FOR. INTERSECTED IMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): 1522 CLIPS 4) #10 SCREWS INTO WOOL? or METAL. 4) 3/16" rrW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 4) 114" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 1767 CLIPS 6) $10 SCREWS INTO WOOD or METAL 6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT --FILLED BLOCK TwftTRIPLE. HORIZONTAL MULLION VERTICAL M& LLtON 7 wnE JSINGLE( IN a O f a a TRIPLE] UNITS BELOW I-- OPEN NG SIZE -..-- 41 MULL LENGTH -. 900 SW 44M i AVE. OCALA, FLt3i OA 34474 WW W.GWS.CC PVC LULL BAR IMPACT LUCAS A. TURNER, P.E. FL PE # 58201 1230 JAESARA AVE. NORTH PORT, FL 34288 PH. 941-3811-1574 NOTES: DP CHART 1, THE MULL SAS IN FOCUS FOR ANY GIVEN INTERSECTED MULLSCONFIGURATIONISSHOWNINBOLD. 2, AN INTERSECTED MULL BAR HAS OTHER MULL oranw€a eve i dA _ 8AR(S) ATTACHED TO IT (SHOWN IN DASHES] A(3E 09127t12THROUGHTHEUSEOFMULLBARCLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE owl c R[ti.: ATTACHED TO THE SUBSTRATE AT BOTH ENDS. OWS-M i A 3. NON -INTERSECTED MULL. BARS CAN BE ATTACHED Lw: __..._._...__.._f......_.&EETTOTHESUBSTRATEANDOTHERMULLLIARS. 1:1 3 OFT ITEM PART # DESCRIPTION 1 H-1758 11 31V x 3" MULLION TUBE 2 1#10 OR #12 HEX WASHER HEAD TEK SCREW 'See note bet 3 1D x f 1I2", PANHEAD PHILIPS ZINC 4 10 FLAT WASHER 7 8-1897 MULLION CLIP 8 SEALANT 9 5-1895 DRIP CAP 10 1 J -1896 FLANGE ADAPTER 11 S 18 MULLION INTERIOR COVER 13 P-3486 MULL BAR CAP 14 F-1522-013 3' SLOTTED NEW CONTRUCTION FIN MULL CLIP 15 F-1622-006 3' SLOTTED T-CLIP 16 F-1767401 L-ANGLE 3' MULL CUP, STANDARD 17 1767-004 LE 3- MULL CLIP, FIN, LEFT 18 F-1767-004R L-ANGLE 3' MULL CUP, FIN, RIGHT 19 10 HEX WASHER HEAD TEK SCREW 20 1#10 FH TEK SCREW LINE ITEMS NOT USED: FRAME TYPE OPENING I ARSCU1P F• 1522-)DM L" MULLBAR CLIP F- 17u-)O(X) 55, 12 NEW F1522 Q13 F-f767-DOl 12 FLANGEHg I RETRO F-1522-006 F-1767-001 1900 SW 4TH AVE, NEW F-1522-013 FA7`S7-0D4(LBR) OCAL& FLORDA 34474 FIN RETRO F-1522-013 F-1767-0D4(L&R) WWW. CWS.CC BOX NEW NOTRECOMMENDED F-1767-M RETAO F-1522-006 FA M7401 rr WC MULL BAR IMPACT USE WOOD SCREW SIZE (410 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 17f16• a z — f i? RlAcr WCAP :i-16A5 1 la", i "9 1 istla° f 3R, i MllLiI4JN IH(ER to - COVER '" u-6Ci'3 FLANGE ADAPTERS tP - L. t rtla' i 1'7i6l MULLION CLIP S-1897 2 17d" L ita" E F- 1522 - 013 i / 1 NEW CONSTRUCTION I FIN INSTALLATION A , SCORF, REND AND SREA" —' 1 TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR DETAIL A TYP. FIN FRA#iE 3.1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1 e° rrrrrrr.r*s 4i2712016 _ LV; AS A. TURNER, P.E. lFlAN%_ FL PE # 68MI L) P 1239 JABARA AVE, NORTH PORT, FL 3428E PH. 941-UO-1674 BOM AND EXTRUSIONS DAAW` 7i 'AY•. :OAff;--_—__. ADE OSt27112 rVZdEk: — RC4.: CWS- am A f : 2 4 0 10 i L'ANGLE 3* MULL CUP. FIN (Lr=Fr) F-1 7107-004L ANGLES" MULL CLIP, FIN (AIGWD F-1787-004P FRAMETYPE OPENING F-im-xxx NEW F-1522-013 FLANGE RETRO— F-1522-006 NEW F-I52Z-013 FIN RETRO F-1622-013 NEW NOT RECOMM-El Box RETRO F-1 522-006 I - — VANDOW SYMMS F-I 767-Ml 1900SW44THAVE. 1797-004(L&R) OCALA, FLORIDA 34474 1767-004(L&R) www"-wls.cc F-1767-001 3" PVC MULL BAR IMPACT vjw w m: 2 314M 2 711 S' 17L L-1,,,4"7"Ru(1Yp) OUTSIDE L" ANGLE r STANDARD MOLL CLAP - F-1767-001. 23!4" 2 1/4' z:z V27M16 LUCAS A. TURNER, P.E. FL PE # 582DI 1239 JABARA AVE. NORTH PORT, FL W198 PH, 941.38(1-1574 EXTRUSIONS 5—RAWN by, JATE AIDE 09P7,11 2 Gws-B36 A MA —LE SHEET 1:2 -- 5 -OF10 SEAT. BEHIND Fit PR€OR TO ATTAC TO MULLION A HORIZONTAL FATAL BAR KCTIOtL FLANGE FRAME WINDOW TO M€;LLiON AhdGEAiAME L IGOtA+ SEAL BEHIND FLA PRIOR TO ATTACI TO MULLION FIN MUST BE REMOW WHERE W iNDOV CONNEOTTO MU HOR. 4 IZONTAL DO BAR SECTION 5 FIN FRA. WfNDOW FIN MUS— BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE— Y PRIOR TO ATTACHING i9, (SEE DETAIL B) TO MULLION 7l VERTICAL MULL BAR SECTION f_ J FIN FRAME WI"dOOW APPLY SEALANT ALONG FL LENGTH OF WINDOW FRA GROOVE PRSOR TO ATTACH] COI v r srsTEr s IWC SV1 44TH AVE. 0GALA, FLORIDA 34474 www.cws.c.r PVC MULL AP IMPACT a z a VFIK iCAUHORIZONTA€, MULL BAR SECTION . S BOX FRAME WINDO! ggf i I ;d.C'. APPLY SEALANT ALONG FULL --, L6'VG"TH OF MULL.BAR GROOVE i PRIOR TO ATTAC41NG DRIP ADAPTOR a __ r1 DETAIL A APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLA:NOE ADAPTOR I C DETAIL S 412712015 LUCAS A. TURNER, P.E. FL. PI= # SB2D! 1239 JAAARA AVE, NOFfn! PORT, FL34288 PI;. 941-380-1574 uFZ r:riv: _....._._____. SECTION VIEWS FULLS ADE 09127/12 CWS-B36 A SHEET 12 fi C3F 1b SEE NOTE 1 TOP VIEW FIN FRAME 5- MULL9AR (4-1760) SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS)I 4- MULLBAR (H•1750) SEE SEPARATE APPROVAL FOR APPROPRIATE OP CHARTS) I SECTION VIEW A -A iL O ' YdYi.Ii3E]tM3'Y5t'ES ` 19M SW 44TH AVE. OCALA, FLORIDA 34474 VVWNa.O4ipS.GC 3" PVC MULL BAR IMPACT 3 ; I 1 1 j z i 0 1 ? SEE NOTE i III lilt MAX EDgEDGE DISTANCE .1.1(.1.5.". MAX EDGE DISTANCE Ttt1.6" MAX EiaGE DISTANCC C SEE tYCi'E 1— °S+ *W STATE a ; as SEE NOTES 1 & 2 !'-q. SEW NOTES i & 2i$, SEE NOTES 1 & 2 v 1 EA /CUPi (i EAICLIP) SEE NOTE 4 .. Lmr (1 EAJCLIP) SEE. NOTE 4 ` 1 SEE. NOTE 4 91 D; 4t27d?Ql5 G1 3` HORIZ. TO 3' VERT. Mt1LLSAR SECTION _.... C 5` HORIZ. TO 3- VERT, MULLBAR SECTION C... 4` HORm TO 3' VERT. MUY.1..flAR SECTION r _ , L€1CkS Fi. Tll"tNEF$, 7"f.Afi{m FRAeAE tti7NDZi4;F-----........7FIGE'i — e. 7.' FL PF * SSMI 1239 JABARA AVE MOTES: NORTH PORT, FL 3428R H, 941-380-1574 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (OTY I) AND 20 (SaiY 1j, A5 SK ECU=SYi SHOWN A130VE SECTION VIEWS 2. PRE -DRILLED HO` ES (THRU K''YCUP 1597), BY THE INSTALLER, mul INTERSECTIONSLLMAYBELOCATEDAS 'SEEDED WHILE MAINTAINING A MINIMUM CUP EDGE. DISTANCE OF 9W' ANL) A NN MUM CENTER TO CENTER SPACING OF 112". p Y ...............r q -__ ..__... 6. THE ABOVE SECTIONS APPLY TC ALL MULLBAR-TO-MULLBAR GCDFFNECTICRS. ADEj 09127/12 REGARDLESS OF ORIENTATION (La., HORIZONTAL OR VERTICAL). THE FULL LENGTH MWL3 P: MULL. MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. i (`,L'YS-$33 I Q 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL. INTO MULL S^ALE; -- CLIP. PREDRILL PILOT HOLE THRU ALL MATERIAL. e . EE7 IQ TWIN TRIPLE VERTICAL MULLION E OPF'tIm SIZE ........•- OPEN€NG SrZE I-- TWIN 4OR17ONTAL MULLION 2 w MULL LENGTH ---i TRA:NSC?+, OVER TWIN VERTICAL MULLION T— r a TRIPLE TWINITRIPL.£ HMZGNTi AL MUtUON HORIZflNTK MO LION OPENING- SiZE a Q _ T ir---MULL LENGTH —«I MUU. L.ENGT'H -- TRANSOM OVER TRIPLE VERTICAL MULLION 2 L T IIN,"IPLE VERT€CALMULLION T' jg I O w C7z OPENIN3 SIZE NOTES: 1 _THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN 801 0. 2. AN INTERSECTED MULL BAR HAS OTHER MULL W SYST%P13 B(S) ATTACHED TO IT (SHOWN IN DASH9S) 1900 SW 44TH AVE, THROUGH THE USE OF MULL BAR CLIPS. AN OCALA. FLORIDA 34414 MlERSECT'ECMULL BAR WILL ALWAYS BE WWW.CWS.cc ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE Ai. ACHED' TO TT IE SUBSTRATE AND' THER MULL BARS. PVC MULL BAR IMPACT HORIZONTAL MULLION SINGLE] TWIN 1TRIPLE) UNITS BELOW MULL LENGTH — .,y NOTES: 1, AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL. FOR A%: ACHMENT TO WOOD SUBSTRATE, USING A 4EX WASHER HEAD TEK SCREW OF THE SAME SIZE (010 OR #12) AS THE WOOD SCREW INDICATED IN 1 HE WINDOW APPROVAL, TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR, 2. MULLCLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS N. CONTACT WITH PRESSURE TREATED WOODMUSTBEPROTECTEDTOPREVENTREACTION. 4. 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 MINIMUMSPECIFIEDINTABLE1, SHEET 9. 5. ANCH[OR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE,,CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE • IX BUCKS AREOPTIONAL. 8. A MINIMUM CENTER. TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-51 7, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW€NG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS FMWAAMA 100(FIN WINDOWS). FMAIAAMA 200(FLANGiE WINDOWS), F?AAANDMA 250(BOX WINDOWS). FMAtAAMAAyDMA 300(EXTERIOR DOORS) w Y W - tll z 4 cz I; L w f n; U) d z 0 L. UCAS A. TURNER, P.E. E FL PE#5820T 1233. IABARA AVE. NORTH PORT, FL 34288 PH. 941.3m 15T4 iT4#' gE3tiiPYYUN: ' CONFIGURA 1IONS AND ANCHORAGE NOTES AIDE 1 09127112 CvVS• 836 A SC4L6: ' SHEET 1: 1 1 8 OF 1D SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT — BY INSTALLER INSIDE AND OUT SUSSTRATE.BY OTHERS SEE TABLE 1 MIN, EDGE DIST. -- SEE TABLE 1 RETRO FIT i MULL BAR CLIP MULLBAR I--- INSTALLATION ANCHOR I SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS RECD TO MAKE LEVEL FOR F>SA:LANT ALONG MULLBAR OUTSIDE EXPOSED i. EDGF BY INSTALLER PERIMETER SEALANT MR EMBEDMENT BYINSTALLER SEE TABLE 1 INSIDE AND OUT BY OTHE SEEgBATI D" VERTICAL: SECTION_. __. TYPICAL FLAN6 iRETRO FfT} ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATETYPE ANC140ATYPE MIN. EMBEDMENT MIN. FLOE DIST. CONCRETE 2.0 BETE ( 2.85 KSI MIN.) 3116' ELCO ULTRAGON HO 2-117 2XMIN. SOLM4ERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRAGON 7/ 6" 2XMIN. SOUTHERN PINE (0=0.55) 10 WOOD SCREW 13!8' 718' 16 GAUGE (O.OW-) MIN. STEEL STUD 33 KSI YIELD MIN) 10- 16 HILTI KWIK-FLEXOR ITW ITEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/ 10' 1/ 8' AL.UM. (6063-T5 MIN.) OR 1/ 6' STEEL (33 KSI MIN.) A10 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0.125 7ry6' L" ANGLE MULLBAR CLIP TWO REM PER EACH END OF MULL MULL BAR INSTALLATION ANCHOR SEE TABLE I ADD STRUCTURAL. ELEMENTS AS REM TO MAKE LEVEL FOR MILL BAR MIN. RP.ASEDMENT SEE. TABLE 1 I---------, MIN. EDGE DIST. SEE TABLE 1 EuERT1cAL sECTK>N TYPICAL FLANGE ( 1' ANGLE) ANCHORAGE HEAD AND JAMSS SIM€LAB FOR FLANGE INSTALLATION NOTES; I. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME- 2, SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED W INDOWS AFTER INSTALLATION, 3. RECESS RE T RO MULLION CLIP 318" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED, 4. FOUR ( 4) ANCHORS REQUIRED PERT" MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2.3. S. SEAT MULLION TIGHT TO MULL CLIP, 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. 19M SAI 44TH AVE, OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT m I 6U C3 C E I zit i t _ 0 i... 4T271; 2015 L_UC; AS A. TURNER. P.E. FL PE * 56201 1239 UARARA A11E. NORTH PORT, FL 34rB8 PH, 941- 380-1 1;74 L i" azsz glzrrlcxu: `_ ."- INSTALLAVOIV DETAILS LANG- ADE 09/ 27112 GW5-H36 A SHEET 1:' 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER. SEALANT....... BY INSTALLER INSIDE AND OU T SUBSTRATE BY OTHERS SEE TABLE 1. SHT 9 RETRO FIT MULL BARi €SLIP BARMULL INSTALLATION AKCI IM SEE TABLE 1• SHT 9 MIN, SHSEETABABEMBEDMENT1.SHT1, T q a v t I --- MIN, EDGE DIST. F:' VERTICAL SECTION SEE TABLE 1, BHT 9 ti^C J TYPICAL FIN (RETRO FIT, ANCHORAGE HEAD AND JAMBS SIL41LAR FOR FIN INSTALLATION L' ANGLE CLIP TWO REUD PER EACH END OF MULL INSTALLATION ANCHOR SEE TABLE 1, BHT 9 SEALANT ALDNGE OUTSIDE EXPOSED EDGE BY INSTALLER b° A• I EXTERIOR FINISH MIN, EMBEDMENT SY OTHERS SEE TABLE 1, BHT 9 PERIMETER SEALANT ..-- BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9'".a` 1 I MEN. EDGE D13't', G VERTICAL SECTiCMI SEE TABLE 1, SHT 9 l TYPICAL FIN ('L' ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STWL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION, 2. RECESS PETRO MULLION CLIP 3/8' MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 3. FOUR (4) ANCHORS REOUIRED PER MUL CUP, SEE SHEETS 23. THREE (3) ANCHORS REQUIRED PEP-L- MULL CLIP. SEE SHEETS 23, 4. SEAT MULLION TIGHT TO MULL CUP. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. fk WINDOW sYMMs , F—P-2 1900 SW 44TF AVE, OCALA, FLOR!DA 34474 W W W.CWS.CC J 1. CryMULLAB MPACT r z30v 0 C33 11iCL j j Iut I m 0 mmmI LUCASA. TURNER, P.E. FL PE # 58201 1239 JA ARA AVE. NORTH PORT, FL 34288 PH. 841380-1574 INSTALLATION DETAILS FIN rs`wAwla iav: rnTw . ADE 09/27192 E)t4G 1: .. CIMS-838 A GALE: SHEET 12 10 OF 1€3 Florida Building Code Online Pagel of 3 d N 41r BUS Home Log 1n User Registration Hot Topics Submit Surcharge i Stats & Facts ypJg J P di.,l I ProductApproval u iiC aatS1532: PubElder Regulation z ; Prods- ct naoroval rvte3w a ('rodUct ar Aaoiikd. S2n..,r ?? 7 A21211Ri14€1. 1=' plieution Detail FL # FL4091- R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ej Product Manufacturer Custom Window Systems Inc. Address/Phone/ Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368- 6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/ Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368- 6922 Ext291 ekoss@cws.ec Quality Assurance Representative Jay Lathrop Address/Phone/ Email 1900 SW 44th Ave. Ocala, FL 34474 352)368- 6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Wi 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) Equivalence of Product Standards Certified By Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/ 2020 Steven M. Urich, PE W Validation Checklist - Hardcopy Received 5tindaixi AAMA/ WDMA/ CSA/101/l. S.2/A440-05 AAMA/ W DMA/ CSA/ 101/ 1. S.2/A440-08 ASTM E1300- 04 PA TAS 202 Year 2005 2008 2004 1994 http:// www. floridabuilding.org;/pr/pr_app_dtl.aspx?param=wGE, VXQwtDquz931%2b4g5fa... 6/24/2015 Florida Building Cade Online Page 2 of 3 Sections from the Code Product Approval Method Method.1 Option D Date Submitted 04/09/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/2.2/2015 FL # Model, Plumber or Name 4091.1 N- SH-8i00 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +50/-50 Other: SH-8100, Max. size 53.125° x 76'". Glass complies with ASTM E1300-04. Description 8100 Vinyl Flange/Fin Frame Single Hung Installation Instructions FL409i R7 II CyyS-t54E tSii ij Q [}l1_p{if Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports EL4091 R7 ;_vallte CNi,F4E (Sli-8100 N l odf Created by Independent T`tlyd Party: Yes 4091.2 SH-8100 - SH 6100 Vinyl Single Hung, Non-impact. WW Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes ELa 1 R7TI_WWS 4556—{fi_iQQ 52x7i N1),r2df Verified By: Lucas A, Turner S8201. Impact Resistant: No Design pressure: N/A Other: SH-8100 Vinyl Single Hung, OX, Max, size .52" x 71% see installation dwgs, for DP, Glass complies with ASTM Created by Independent Third Party: Yes Evaluation Reports P 1 R7 it - rlf 1 Ni1.Ddf E1300-04, F 4021 R7 AE Quar. x ( ! ron) NL`A 12 101' 0Z r[tf Created by Independent Third Party: Yes 4091.3 SH-8100 Continuous Head & $111 SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact, Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ, Yes FLjQ2 _ FRZ 11 CVd>-44213 (D0._- ContHd'I NIL'0 Impact Resistant: No Verified By: Lucas A. Turner 58201 Design pressure: N/A Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 Created by Independent Third Party: Yes Evaluation Reports 3/4°, DP +67.51-70 psf. Glass complies with ASTM E1300- FL4Q91 R7 AE EvalRn CVVS-4f2E3 {ik aBiO 74x . Created by Independent Third Party: Yes 4091.4 SH_,8100 Continuous Head & Sill 5H-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact, Limits of Use Installation Instructions Approved for use in HVHZ. No Approved for use outside HVHZ: Yes 1:140911 B7 11 CWS-492B (SH.-81QQ, 74x72 n H 1J__D 2df Impact Resistant. No Verified By: Lucas A. T urner 58201 Design Pressure: N/A Other. SH-8100 Cont. Hd. & Sill, Max. size 74 1/8' x 72'", Created by Independent Third Party, Yes Evaluation Reports see Chart on installation dwgs. for DP. Glass compiles with j 1.4091 R7, AE Evalitep dS48_i 4_Q 74 72 Iytt!± ! 1 odfASTME1300-04. Created by Independent Third Party: Yes 4091> SH-8100 Oriel 6100 Vinyl Single flung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Frig R7 77_ CYyS 293C (SH 00. 52x96, N;)•gCif Verified By: Lucas A. Turner 58201 Impact Resistant. No Design Pressure: +601-60 Created by Independent Third Party: Yes Evaluation Reports Other: SH-8100, Max. size 52" x 96", Oriel: Glass complies F1..4091 R7 AE Eva!Reo C 5-29 X jStf-8100, 52x9ei. with ASTM E1300-04. i> LI d' Created by Independent Third Party: Yes x 1 next A.Gt1i5 ;:.144Q otth P"arrC<^ `tti4 t 'Taltahaa cr Fi a -49 PiiRt?5.:..il J3-; http://wow,.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqulz931°/©2b4g5 fa... 6/24/2015 Florida Building Code Online Page 3 of 3 The State of Florida is an AHEM emplia", 2daL3Lstat, =. :: :! 2't"'Leta b"'M Under Florida law, email addresses are pUWk records. It you do not Want Your e—mail address released in response to a public -records re4mgt, CIO not send electronic mail to this entity. Instead, tonwct the office by phone Or by traditional mail. It you have any questions, please contact 850,487,1395. *Pursuant: to Seddon 455.275(l), Florida Statutes, effective October 1, 2012, lilcansees noansed under Chapter 455, F.5, must provide the Department with an email address if they have one. The emalks, provided may be used for official crmMuntCabiOn with the licenses, however email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If YOU are a licensee under Chapter 455, F.S., please click h§&_. Pmd4,= S Approval AccaPts. MaREM http:// vww.floridabuilding.orgilprli)r_app_dtl.aspx'?param==,A,GEVXQwtDquz931%2b4g5fa... 6/241/2015 1239 JabaTa Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 293C April 3, 2015 Product Description: Series 8 100 PVC Single Hung Window, Non Impact, 52" x 96" unit size Oriel Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5 tj' Edition (2014) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara. Ave., North Port, FL 2) Approval drawing CWS-293C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/Vv'DMA/CSA 101/1.S.2/A440-08 4) Supplemental Calculations to support CWS-293C, signed and sealed by Lucas A. Turner, P.E. Installation: [Jnits must be installed according to approval document CWS-,293C. 1,imitations of Use: This product: May be used in O/X configuration in sizes up to 52" x 96" unit size Oriel, with max. glass daylight openings as shown in CWS-293C Achieves design pressures as indicated in comparative analysis table in CWS-293C Is non -impact and requires the use of shutters in windbome debris regions May not be used in the High Velocity Hurricane Zone Requires glass as shown in CWS-293C Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-293C Certification of Independence: I do not have, nor do I intend to acquire, nor'wrill 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 do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. VAX 0EAALL FLANGE Y'IGTH 62` MAX UNIT Wlul'll 47 1:11W GI.ASS 01 A 97 114` B € E- B iAAX. C' VEP,ALm ! €,€ FLANGE i61 C3 bMAX. i) LG 3i f i':dCi 13t It[ E( iE HEIGHT a I €) t 3 E 30 & 16 1 € i3Pv AX i,= SASH C" GLASS HEE. T D o I7L EA .__... 1 CLASS OLD 48 . . MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES a ELEVATIONS.-.1 GLAZING DETAIL ................ ....._.......2 COMPARATIVE ANALYSIS ............. 2 SECTION VIEWS R AI.T.FRAME ...... 4 EXTRUSIONS S 8,0,k1....... ......... _.. 5 ANCHOR SCHEDULE a NOTES,......S fWTALLATION DETAILS, ................... 7 GEUERAk.. NC € - c, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED T6`COMPLY WITH THE FLORIDA BUfLDING'CODE (r'HCi, CURR tT i EDITION. 18013 SW 44TH AVE. OCA. LA,FLORIDA 34474 2. GLAZING OPTIONS. (SEE SHEET?j W'wW.CWS.CC 3, CONFIGURATIONS:'Oir, L.-.-............... 4. DESIGN PRESSURE RAT [NO (SEE SHEET 31: sloo PVC NEGATIVE DESIGN LOADS SASED ON, TESTED PRESSURE AND 1 SINGLE HUNG CLASS TABLES ASTNI E-1300-04. POSITIVE- DESIGN LOADS BASED ON, TESTED PRESSURE, WATER NON -IMPACT INFILTRATION TEST PRESSURE AND GLASS TABLES AS rM E-1300-04. 5. ANCHORAGE: ";HE 33 16% STRESS INCREASE HAS, NIT"` SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR, ANCHOR Fj r c L' , ; ;- caea I DETAILS. WINDLOAD DURATION FACTOR Of=1.6 WAS USED FOR WOOD ca ANCHOR CALCULATIONS, 6. NOT APPR(3V E€b FOR IMPACT RESIa7'ANGE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WINE) BORNE DEBRIS REGION. 7_ ALL. FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANa L USED AT PIXFO MEETING FAIL AND JAMB, z S. SERIES A9i`C#EL DESIGNATION SFI-8140.i-- 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING; i ca€alai X = OPERABLE SASH, 0 - FIXED SASH 10, SECTION-CALLOUTS APPLY TO ALL ELEVAT ONS IN A SIMILAiR S LOCATION, j 2 11, EXTERNAL WEEP SLOT =112" x 2- O LOCATGO 4" FROM 1301 H ENDS. 0" V dIN 50201 Lucas A. Turner i 'N* t 2015-04-07 9TATE OF 1 +u, 13. 10-04:00 ait` D `* 41 4/ 3/2015 LUCA sA. TURNER, P.P. FL. PE # 582€ 1 1239 JABARA AVE, i NORTH PORT, FL ,;42ss PH. 941-3SC-1S74 GENERAL NOTES AND ELEVATIONS r -. 14giNg.,'. SEE COMPARATIVEANALYSIS a R Pi[ 3etTt": AAJ 07108/08 CWS- 293 G I s Le - 1: 2€3 .SHE cT 1 OF 7 e WS' OVERALL 118" ANNEALED 518" AIRSPACE 1!8" ANNEALE€3 S XArLEX 662 OF PUR'' FCT GLAZE GLASS TYPE A 7iII' OVERALL lAr 1EWPERED M' MRSPACE its" TEMPERED KAFLEX 552 OF. FUR= ECT GLAZE 't4." IZ GLA-'w RITE GLASS TYPE C M' OVERALL all ANNEALED 1' 2" AIRSPACE f` fi" ANNEALE17 6 9 KAFLEX 552 OR PJFFFECT GLAZE "H" r,„ GLASS RITE GLASS TYPE D YANDOW SnTEM 19CC SW 44TH AVE, W OCALA, FLORIDA 34474 Ym' W.CWS.CC 100 PVC SINGES HUNG NON - IMPACT 718" OVERALL ante" TEMPEREDIn W All -WAGE z« 30$" IWIRFREDLu ja, SIKAFLEX 562 OR PURFECT GLAZE'l I" 1 P2' GLASS BITE sa.. ; n. l 0 402G1" 5 LUCA sA. TUEiNEA, P.E. FL PE # 5820, 1239 JABARA AVE. NO RTii PORT, FL 34288 FAH. 94 I-380.1674 GLAZING DETAILS AAJ ! 07,W08 DWG 1: REV,: CS- 293 C ALE HEET 20177 Design Pressures (PSF) for Fin or Flange Oriel Configuration with Sash Glass Type A, 3, C, or D, & Fixed Glass Type as Indicated in Chart Unit Sash Fixed Unit Widths (in.) Height (in.) Height (In.) Glass Type 23112 271/2 29 1/2 31 112 35112 391/2 41 If2 43112 471/2 52 271/2 12 A 60/-90 60/-90 601-90 60/-90 60/-90 76-0790 60/-90 60/-90 601-90 601-90 B, C, or D 60/-90 60/-90 601-90 60/-90 601-90 601-90 60/-90 601.90 60/-90 60/-90 291/2 12 A 1-90 60/-90 60! -90 60/-90 60/-90 76-0190 760790 60/-90 60/-90 60/-90 B,C,orD 601-90 60/-90 60 / -90 601-90 50 / -go 60/-90' 601-90 60/-90 50/-90 35 1/2 12 A 60/-90 601-90 60/-90 60/-90 60/ - -90 -- 60/-90 60/-90 601-90 60/-89.5 60/-79,8 13, C, or D 60/-90 601-90 601-90 60/-90 601-90 60/-90 60/-90 601-90 60/-90 60 -/90 41 112 13 306 A 601.90 60/.90 601-90 601-90 60/-90 60790 60 / -9D 601-90 60 / -87.1 601-75.8 B, C, or 0 601-90 601-90 60/-90 60/-90 60/-90 60/-90 60 / -9D 601-90 601-90 60/-88.8 47112 16 1/16 A 601-90 601-90 601-90 60/-90 60/-90 60/-90 601-90 60/-90 60 / -84.3 60/-74.9 F3, C, or D 60/-90 60 601-90 50/-90 60/-90---;-60/ 90 60/-90 60/-90 60/-90 60/-811 53112 1615/16 A 60/-90 60/-90 60/-90 60/-90 60/-90 60/-90 60 1 -8&5 60 t -84.7 60/-77.4 60 / -71.2 C, or D 60/-90 601-90 601-90 90 460/-90 " So/ -go 60/-90 76 0-90 60 1 -85-7 601-75.3 59112 1811/8 A 60/-90 60/-90 601-90 60 60/-90 601-84.3 60 180.5 60/-76,2 60 / -70A 601-65.2 B. C, or 0 60/-90 60/-90 60/-90 601-90 601-90 60/-90 60/-90 60/-90 601-81.4 60 / -70.9 63 V2 20118 A 60/-90 601-90 50/-90 60/-90 60 / -8T 1 60/-78.7 60/-75 601-72A 601-66.9 60 / -61 .2 8, C' or D 60/-90 601-90 601-90 60/-90 601-90 60/-90 601-90 601-90 601-79.2 60/-68,.7 651/2 20314 A 60/-90 601-90 601-90 60/-90 60/-84.4 601 76.2- 601-73 601-70.3 60 59.1 / -59.1 0, or D 60/-90 60/-90 601-90 601-90 60/-90 90 60/-90 60/-90 601-78.3 60/-67.7 671/2 21 318 A 601-90 601-90 60/-89.3 60/-87.9 60 / -81,4 60/-74 60/-71 60 f -68.2 60/-63.1 57/-57 B, C, or D 60/-90 601-90 60/-90 60/-Sc 60/-90 60/-90 60/-90 667:§io+60 77.4 60 / -6&8 71 112 22 111116 A 601-86,7 60/-84 60/-83.7 60 / -822 60/-77 601-71 601-68 60/-65 59,3 f -59.3 541-54 i B, C, or 0 60/-90 601-90 60/-90 60/-90 60/-go 60 / -90 601-90 60/-88.5 60/-76.1 60/65.4 743/4 2311116 A 7601-82,2 60 / -78.5 60/-78.5 60/-78 73.9 601-68.3 60/-65.5 60/-62.4 56.6 / -56.6 51.8 / -51.8 B, C, or D 60/-90 601-90 60/-90 601-90 601-90 760 -7w 60/-90 601-87.4 60/-75.2 60/-64.4 81 112 2513116 A 60/-73.8 60/-69.3 601-69.5 601-6M 60/-57,1 60 1 -52 4 59-31 -%3 56.4 / -56.4 79 / -52 47.2 1 -47.2 B, C, Of D 601-83,9 60/-83.2 601-83.2 601-83,2 60/-83,2 601-83.2 601-83.2 60/-83.2 60/-73.4 60/-62.8 863/4 27112 A 60 1 -M 1 601-612 60! -63.4 60/-63,8 601-62.7 58A i-58.1 55.6 / -55.6 5 .3 -53.3 491-49 44. 6/-44.6 C, or 0 601-75.1 60/-73.5 60/-73,5 601-73.5 60/-73,5 T60/-73.5 60/-73.5 60/-73.5 60/-72.1 60 Y -61.7 96 30 7/16 A 601-63.3 54.2 / -54.2 53.7 / -53.7 54.1 /-54 52.7 / -521 50.7 / -501 48.61-4 40.9 -40.9 B, C, or D +60/-63.3 +60/-60.6 +601-60.1 +60 / -60' +60-1-60 -+60 1 NOTE--; IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE, 0 1900 SW 441H AVE, OCALA, FLORIDA 34474 www.cws,cc A I it t' MY LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, Fl, 34288 PH. 941-380-1574 SHLE DESCRIPTVN COMPARATIVE ANALYSIS DRA3VWffr- -GATE - AAJ 07,108/08 5w f - A27- CWS-293 C SHEET 3 OF 7 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 31, 36-37, 44, 51-52, 55.56. 64, 67-68 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION C-C ALTERNATE FIN r RAME 1Q00 SW 44TH AVE, OCALA, FLORIDA 34474 WWW.c!WS.CC i Is a lz Ht0 ra- i 41312015 i LUCAS A. TURNER, P.E. FL ?E 58201 1239,W$ARA AVE. NORTH PORT„ FL 34268 PR, 941-380-1574 SECTION VIEWS 0..69_................ rip AN i 071ti81C8 I CWS-293 1 C I 1:2 1 4 OF 7 L. Rail F-3215 Weep Cowrw/ Rap P-3429 W&P., 0.276'—x.187 baQk Fin P-3429 Wstp., 0,270 x.1 07 back Fin P-3429 ftlD, 0,270 XA 87 back Fin, F-3429 W;10., 0-270 X.1 87 back Fin. P-3429 Wstp., 0.270 x,l 87 back Rn, P-4638 mQ 1 ry Ph Modillod Truss P-3768 #8 x 0.625 Ph PH SMS 4051W #0 x 1250 Ph FH TEK, Wht. P-4264 #8 x 3/4 FH PH wf#6 Head: 1 P-3342 Seem Scaler, SM5504 P-3752 Cap Plug, 12"1-fole P-3438 Sikaflox 652 o; PurlLot Glaze P-3352 Set 81k, 85 Our, 1)8'x 5M" j P-31 I , o 2r,,Lb!. (NFRC/DPI onol 3f Micron MkIon mn?. mnp. PVC FRAME FIN H-6026 2 11116' 17-1 PVC FRAME FLANGE H-6031 I Ila, PVC SCREEN SUPPORT S-6014 Ki—kron Mn)II iwkael 14ny! Mkron Anyl Mikron mnyl Mikron mnyl e" ark Alum IBM 8SI Pastle SSI Iterloc* 11orlock Zarrac Gaer plasuE— iltralab 11tratab Jfttab APafeb Atalab astenal Steel We City St el FL b— City Steel ub olly S tag; ch, F. Come, "y P' r c121, 1 NNN'!' OEM" FC'1251'iel 0 x 16 Fiborglus g1661P-8228 [Screen Sdina—1 55 Dia.. RN. 1 11— 1 v u 9 REINF, SASH MTG. RAIL H-1497 PVC SASH BTM. RAIL H-6051 PVC SASH SIDE RAIL H-6004 2 all 6" I PVC SASH MTG. RAIL H-6027 VnNOOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 9 212 I Ila" 7,q ItIV No 58201 PVC SCREEN CATCH ` dt= W4. — REINF. SBR S-6013 PVC SASH STOP S-6029 66- 14 711 REINF. SBR/SSR S-1498 PVC GLAZING BEAD 9-6064 I mum A 68 P-3033 8croonSlpdng'ss Fi. Sceen SS1 69 H-6026 P isin Fr., SH, w/Fin., Pvc 70 T. Plastcoe—PT on fl 9-6077, lCover, HD Heeling Rail Mkm I vino SCREW SUPPORT P-3113 LINE ITEMS NOT USED: 6-7, 21-22; 29, 31, 41-43, 46, 49-50, 55-611 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. FRAME CORNER CONSTRUCTION CORNER WELD ALL SIDES) ta IN, FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 HID MTG RAIL H-1681 2 3,45" PVC MTG RAIL COVER S-6077 ik-P—*t STATE OF 0 4/312015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH POST, FL 34288 PH, 941-380-1574 TF—ETUrSCRIPTION' .._.....— TOM AND EXTRUSIONS i5AT r. - — AAJ 07108/08 NCR: IT CWS-293 SHEET 1:2 5OF7 B" MAX 'T','P.j...-.-------- ._ -a«-« ...._._....; 6" MAX. (iYP.) .......... 4" MAX. ,,TV ,j 4• MAX. ("F-) SEE. NOTE 2 MAXi MC.C. J..... 12" ........ II TYA.f MAX. O.C. j fTYRI iJ c C.C. (TyP)......... 9" O.C. (,TYP)-- NSTALLATION ANCHCRS TYP.) q. W ETING RkO 4` O.C.(TYF) : 111 ANCHOR i AYOUT - fFLA 7GFT ANCHOR LAYOUT • (FIN) NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME A5 NEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHCR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE Sid", USE SHIM WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRIJCTEDOFHIGHDENSITY PLASTICORBE: R.WOODSH€MS ARE. NOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 7, 4. ALL INSTALLATION ANCHORS k "UST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE P ROTECTEDTOPREVENTREACTION, 5. 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 IN TABLE 1, SHEET7, S. ANCHOR EM9EDMENT TO SUBSTRATE SHALL BE BEYOND WALL. DRESSING OR STUCCO. FOR CONCRETE#CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUM, OPTIONAL. IF USED, INTO SUBSTRATE - IX BUCKS ARE 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS; 3" FOR MASONRY, 1" FOR WOOD AND METAL. S. WOOD OR MASONRY OPENINGS, BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHALL §BEETTHEMINIMUMSTRENGTHREOUlHEMENTSASSHOWNINTABLET, 91MET 7. CONCRETr AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9, SEALING AND F: ASH€.NG STRATEGIES FOR OVERALL WATER RESISTANCE OF iNSTALLAT€ON SHALL BE DONE BY 07HERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100FIN WINDOWS), FMA<AAMA 200(FLANGE WINDOWS), FMA.,WOMA 260(90X WINDOWS), FMAtA&yAAWDMA 900(Em-RIOR DOORS) MNDOW SYFTEKSsi. 19DO SW 44TH AVE. OCA1.A. FLORIDA 34474 W WW.CWS. CC No 5B209 °yJ' STATE OF y h 413/ 2015 LUGAS A. TURNER, P.E. FL PE # 58201 1239 , ABARA AVE. NORTH PORT, FL34288 PH. 941 ,380- 1574 ANCHOR SCHEDULE AND NOTES AAJ 07108108 Cs !' HEY.: OWS- 293 C ALE: ....— SHEET 125 GOF7 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEETABLE t I r—SUBSTRATE BY OTHERS M€ N. EDGE OtST, i/4' MAX. SHI}q—....i SEE TABLE i SEE TABLE t I v_- SUBSTRATE BY OTHERS-- T SEETABLEII MIN. EMBEDMENT MIN. EDGE DIST. PERIMETER SEALANT ------ I BY INSTALLER P INSIDE AND OUT _"., .` "`'....i. SEE TABLE I INSTALLATION ANCHOR ... INSSEE TABLE 1 3TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER ---tid` MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND .... FLANGE BY INSTALLER PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 114" MAX. SHIM MIN. EMBEDMENT SEETABLE t MIN. EDGE DIST. 99 TABLE I eorA VERTICAL SECTION 7 T4'PiCAL SILL ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND CUT SEALANT SEHI D FLANGE BY INSTALLER B HORIZONTAL SECTf01d 1' YPlCAL .lANIB APQCNCRAG TABLE t: APPROVED INSTALLATION FASTENERS K ) NCRE IE (2.0 KSI Mitt,) 3,'16' ITW TAPCONFILLED CMU (117 PCF MIN. 3118" RW TAPCON rFRAMECONCRETE (2.85 KSI MIN.) j8/1S"ELCOULTRACONGROLTf-FiLL.ED CMU {ASTM C-90) 3118" ELCO ULTRACON2XMN. SOUR -!ERN PINE (0-0,55) 3/'16' RW TAFCON OR ELCO ULTRACON t-3f0' 7JS' FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW t_3f8• 7/S' FLANGE 16 GAUGE (0.060'} MIN. STEEL STUD 3. 3 KSI YIELD MIN 10- 16 HILTI KW 1K•FLEXOR Ct'W TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.0W 7116° FLANGE I1/8' ALUM. I6063_T5 MIN.) OR 1! B" STEEL (33 KSI MIN.) 10 GRADE 5 SELF•TAAPING t DR€ LLNG SCREW FULL THREAD THRU O.t25" 7/1E' FIN 2XMttd. SOUTHERN P€NE (G=0.56) H10 WOOD SCREW 1-1(2` 2„ MIN. EDGE DIST.— -H SUBSTRATE SEE TABLE i BY OTHERS 1! 4" MAX. SHIM--j I SEE TABLE I UlkPERIMETER EMBEDMENT TABLE t SEALANT TALLER LINSIDE AND OUT INSTALLATION ANCHOR SEE TABLE SEALANTSEHIND FIN BY INSTALLER 0 HQF?LZCNTAL SECTION 7 TYPICAL f INANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W .CW S.CC gitacillmallig[ t Yffold LUCAS A. TURNER, P.E. PERIMETER SEALANT FL PE # 58201 1239JABARA AVE. INSTALLERIN INSIDEAND OUT NORTH NORTH PORT, FIL 342E8 D HQR20NTALSECTION 34I-360-1574 7 BOX FRAME tPhSTALLATIOPI SWEET DC#iiP't4pRi.,-.—""_....... SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED MIN, 1/4' FILLET OF CONSTRUCTIOWGRADE ADHESIVE CAULK iS APPLIED AAJ 07/08/08 INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS vWS 2 3 " SHOWN FOR FLANGE WINDOWS, BiA 1: 2 SHEET i 7 OF 7 REQUIRED INSPECTION SEQUENCE Bp# 11- Address: BUILIDING PERMIT min Max - Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Min Max I[ns ection IDescri Lion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 1 N4ir3ki- 1MIin Max I[ns ection IlDescri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final l ECHANI AL.IP.ERMIT..' rllTIli t i Iis. 1: l Mechanical RouVh Mechanical Final Sss" 3 g 3 Gas Underground- rc REVISED: June 2014