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116 Wax Myrtle Dr - BR17-002698 - WINDOWS1 11 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / / __ 5 e Documented Construction Value: $ 13,870 Job Address: 116 WAX MYRTLE DR SANFORD, FL 32773 Historic District: Yes Nog Parcel ID: 11-20-30-508-0000-0440 Residential 9 Commercial Type of Work: New Addition Alteration Repair 9 Demo Change of Use Move Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com Name KEENEY DENISE Y Street: 116 WAX MYRTLE DR City, State Zip: SANFORD, FL 32773 Property Owner Information Phone: q C51 • `' Ci Z - O ZZ Resident of property? : Contractor Information Name FLORIDA HOME -IMPROVEMENT ASSOC. Street: 3044 SW 42 ST. Phone: 954-7924415 Fax: 407-4728380 OWNER City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890 Architect/Engineer Information Name: N/A Street: N/A City, St, Zip: N/A Bonding Company: N/A Address: N/A Phone: N/A Fax: N/A E-mail: N/A Mortgage Lender: Address: N/A 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application OTI : 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 at the time ofpermit submittal. A copy ofthe 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. In Signature of Owner/Agent Date ISig' nnat or/Agent t— Date e - Q Print Owner ent's N e PP\S\ae oo2a0g20 o Print Con tar/A s Name N o- G c L3 PSs i, e Signature of No State of Florida Katy ayes` eS N° y Si tary-State ofFlorida a J'•• N° G° t"`QNa ooa GPRG k; b\,c Sta,° j2ati`,o P c •. b Po GG p2U, a_ yC ea`4PP Pue'•, Notomtss o°.\ceSGec2;yP55 Gomm Nano°a TE 01, o`c MY lhto 0h Owner/Agent is \< Pers nown to Me or Contractor/Agent is '' ` ° rasa own to Me or Produced ID Type ID Produced ID Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: fr Q. 7o • 1-7 Revised: June 30, 2015 Pem» t Application 8/28/2017 SCPA Parcel View: 11-20-30-508-0000-0440 Property Record Card Parcel: 11-20-30-508-0000-0440 Owner: KEENEY DENISE Y Property Address: 116 WAX MYRTLE DR SANFORD, FL 32773-5640 0 J 00 c 4 O cy ODD - Qi l Q Seminole County GIS Legal Description LOT 44 HIDDEN LAKE PH 3 UNIT 4 PB28PGS1&2 Taxes Value Summary M 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 75,569 66,223 Depreciated EXFT Value 8,602 8,769 Land Value (Market) 25,000 21,000 Land Value Ag Just/Market Value " 109,171 95,992 Portability Adj Save Our Homes Adj 36,903 25,210 Amendment 1 Adj P&G Adj 0 0 Assessed Value 72,268 70,782 Tax Amount without SOH: $1,110.87 2016 Tax Bill Amount $658.19 Tax Estimator Save Our Homes Savings: $452.68 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 72,268 47,268 25,000 Schools 72,268 25,000 47,268 City Sanford - 72,268 47,268 25,000 SJWM(Saint Johns Water Management) 72,268 47,268 25,000 County Bonds 72,268 47,268 25,000 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 10/1/1993 02659 0617 66,000 No Improved CERTIFICATE OF TITLE 4/1/1993 02576 1147 100 No Improved SPECIAL WARRANTY DEED 4/1/1993 5/1/1987 02585 01851 0040 0737 100 51,900 No Yes Improved ImprovedWARRANTYDEED WARRANTY DEED 1/1/1984 01518 1130 50,900 Yes Improved Find Comparable Sales Land - - --- -- Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 I 1 I $25,000.00 1 $25,000 Building Information http://parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PI D=11203050800000440 1 /2 FWW st d+sG 1 I !Pl4anN $ t R„GVtmP CUftsMR rrvst Teks-m-44i3 tovrard 5`e3: 9-T92-4415 4MsW34-Ava.,ttrsf i t 9f2MoverLaM7A ai«,°p fir filk;.Tfd: ,545-4469 E 954.792-2170a Web. MAPRQrdUL-M coJ Re}i fnea¢ ram scxCatrEmaft: F0Q t3 UCMc hdd es E r Lq Horne Phone: 8 - BU& Phmc e: iffirQ,. 55 city uiitu Tht CantractL €n.4deand entered 1mr, this day of 2U . by and be'Vmen Fkafft +kwn£?« mpx*venmt d=zj2tea jr, aF €da 00fP Fdatian { C ft4Yd R S` ffiS "fit$"}r G"F! tLd (S} A<riRii ag Yig l it t ¢ E $S i t3 T tti sT {3£ t4_jtedaiMVe T.. kADACori aer"s to Perform the W3*descrii hebw! z 6 ttxu YnxB. teiru3uew_xts€dn tam tc ? re t darr.d.} E Avg a d j 2; Fr pare tagx:rtis ns t1es&e,rstorec..,dva reps. . -t un, sro+a ussiximsa.on i' t`_ } j i zk ftri r, € 'm *" i[tis ' fPDa' a4iiAluminum}nauSW de i ftm mnas a w 4'im utnxt«, aUia ^ cd Cti amhb4rai 00m eta ii4;a? S 4) d srs:f °,Gda17 .`'ia.#a7 _,_„v, rh ar f€ 41 `r±d 'HRAidalg7diiitE;4s.....-.-lts.U'Sri<dtmftn iP191Pt# a.__. ...._.__._..._................. f : g p ,14 . ? r. almm Sri Fpnp h Ye ) W9 ) Standard — El tustr.. srr r _ i7AAFi A7 Esa , 7A ( L Fti AA AF 'FA FAAF AAF FAA Eftit LAI Aa. 3 r St2& g,: Contractor shag mnivneme the work wdthfn fAdays after execution, of the Contract (the "Commancernert Data ),mad shah endeavormcompiete aft t"tntk hereunderwixidri days alter the Can memicament mte. # - t';oartra4f4m t icz graceTheTOTAL PRICE for all t zbot and Motefth11re ding any applicable dWoumM Vs $ Sates Tax 0awnP- rear $. ., 2 ( tfopprkable) tarxt,o&pjbie S_ Ca ;xetrartPrim $ Comactor wUfprovide toOwnera gnat W0mr andRelease c iizsi andContratt6Y4 iinaida"Iter; u6sffinttaiiy sirndtarto the forms included in chanter723. FbMa Statim la d. Ctrxde6--- xv]Ownr uto trfarf rch ofirea swwrruxnpSam00mimr,tJyesiseird anr+agreement and rerot u mmu rtata: .dtfcdrrdasbt, rsyaj. rpswt .d%rE+ nsctd {d{nq' 3a. bi.yevva WAMW tazippy safee atthaft*wsstm"'Ito pvtwtvWksw rights. rj, Tt,a ttttlai b has+ aa ray ac a i#9n un tmc 53 on It you do, notpay. ffie sm youmWer4ow an PrOW06fis OHM Cw4ma am fj* stall doomeati ba6vevou starL mifta iaaeau : This cor,tract contains the entire wintract ofthe pard- It may not be chaWd but c*.bv a qpmd chapp order, or otter written amendment. Thee waiver by arty party of a breads of any provistorr of this contract shag not aprer to or be construed as a vraw of any suhseGue nt breach try any gr M. ifs W f flu E55 WHEREOF, thePartiesheretohaveaXertttef4this rss74tr urn s seal, atit# the day end year fist above wratien.. Vbu ft matt` may Camel tft hvAttauft at easy *W pflor to o; n the third buWmm day aftirthe dote of Oft ftimmUcin. See the d n ttf c rsuati, R an aria right Owner contm T FHA jsigni iadra of Owner) _ ( name ra Thiel —y t.—_...®. fiRgiOwr*r3 _ f9 *if 0 THIS INSTRUMENT PREPARED BY: GRANT MALOYr SEMINOLE COUNTY Name; BARBARA ESPARZA CLERK OF CIRCUIT COURT & COMPTROLLERAddress: FLORIDA HOME IMPROVEMENT ASSOC, 8034 SUNPORT DR. #401. ORLANDO. FL. 328 CLERK'SRK' S P3 017 1576 1 CLERY. S T 2017]9157b RECORDED 09/07/2017 12:47:52 PM NOTICE OF COMMENCEMENT RI_C(I;DING FEES $10.00 RECORDED BY hdevora State of Florida County of Seminole Permit Number. Parcel to Number: 11-20-30-508-0000-0440 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 DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 44 HIDDEN LAKE PH 3 UNIT 4 PB 28 PGS 1 &2 116 WAX MYRTLE DR SANFORD FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS AND DOOR OWNER INFORMATION: Name: KEENEY DENISE Y Address: 116 WAX MYRTLE DR SANFORD, FL 32773 Fee Simple Title Holder (if 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(1xb), Florida Statutes. Name: n/a a.er4,nee- n/a In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. n/a of To receive a copy of the Uerofs Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) 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 I, 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 penalties of perjury,) declare that 1 have read the foregoing and that the facts stated in It are true to the l.best of my knowledg d belief. Owners Signature Florida Statute 713.13(1 xg): 'The omw must spry of catirnercennaM and no one else may be permhad to sign In his or her stead.' State of County of ' 0 Tha fmmnninn Inatn,mant wait arknnwlarinad hafera mo thin 11 I I --,L X-C) 6XV Owner's Printed Name way of Who is personally known to nee LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: LUIS COLLAZO r V j- (Alm '4 vm 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): The specific permit and application for work located at: 116 WAX MYRTLE DR SANFORD, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. BURNETT State License Number: CGC061890 Signature of License STATE OF FLORIDA COUNTY OF ,ej AKY P The foregoing instrument was acknowledged before me this I day o , 200 j , by WAYNE T. BURNETT who is ersona ly known to me or who has produced as identification and who did (did not) take an oatK- Notary Seal) tiro °i aa P S GGO ti SOS° i`eSpea°a i eueuC 1, aeatr Rev. 08.12) Si t G\(tJ or type na e r- / otary Public - State of Commission No.6(---I0L-jXS My Commission Expires: II I a Gf; C7jRECORD COPY j 074,oCityfSanford 1 " 4) d g and Fire Prevention Product Approval Specification Form 0ILD/ 0 7 -,2 6 9 8 SANFORD Permit # A Project Location Address 116 WAX MYRTLE I?R-,SANFORD, FL 32773 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 CWS 8900 FL11103.1 Sectional REVI WED FOR Roll U Automatic PLANS EXAMINER Other 1-7,071 2. Windows Single Hung CWS 8100 FL4091.1/FL16177.1 Horizontal Slider SA FORD BUILDING DIVISION Casement A PERMI" ISSUED SHALL BE CONSTRUED TO RE A Double Hung LICENSE 10 PROCEED WITH THE WORK AND NOT AS Fixed ASIDE AN OF THE PROVISIONS OF THE TECHNICAL Awning CODES, NC R SHALL ISSUANCE OF A PERMIT PREVENT Pass Through REQUIRIP IG A CORRECTION OF ERRORS IN PLANS, Projected Mullions CWS 1 x 3 FL9520.1 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Descri tion(including Florida Approval # 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 Signatu Applicant's Name WAYNE T. BURNETT Please Print) June 2014 axsm-s,mmarwa MEASURE DATFriE «.:seta 8/29/2017 CUSTOMER NAME LEAD NUMBER TYPE OF PROPERTY FLOOR No I Roof Height MEASURE TECH Im SH 5GD 35 3/4 x 37 71 x 79 3/4 5o) FL4091.1 60) FL11103.1 is SH 35 3/4 x 37 5o) FL4091.1 E SH 35 5/8 x 54 1/4 50) FL4091.1 5H 35 5/8 x 61 3/4 50) FL4091.1 MULLION 1 x 3 NOA# FL9520.1 (+/-80) 12' l SH 53 x 49 3/4 So) FL4091.1 SH 25 1/4 x 37 im 0 ik SH 35 5/8 x 541/4 50) FL4091.1 Florida Building Code Online Page 1 of 3 0i da 4vtni 'lyq BCIS Home Log In User Regi&tratlon Hat Taprcs I SubmitSuraharye stilts A Pacts h S 1n 6,Psreo utt ApprowtJuser SASSPegulatioriPS'E} pf{ itaH{ww.aa.mm'fie ? } A=J.*.SS. s.R !.IA } Applicatiorw DatWl FL # FL4091- R7 Application Type Revision Code Version 2014 Application Status Approved 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 Ext 291 ekoss@cws.cc Quality Assurance Representative ay Lathrop Address/Phone/ Email 1900 SW 44th Ave. Ocala, FL 34474 352) 366- 6922 Ext291 lathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R 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. 07121/2020 Steven M. Urich, PE 261 Validation Checklist - Hardcopy Received IwGS.Qt.... iJ.....";C;%,?_....".`.=,s'{;%?_r:'.:':a'.::::x.i"'S;9-f?:1.a_____ z#andard AAMA/ W DMA/CSA/ 101/I.S.2/A440-05 AAMA/ W DMA/CSA(101/I. S.2/A440-08 ASTM E1300- 04 PA TAS 202 Year 2005 2008 2004 1994 htip:// www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXiQNvtDquz931%2b4g5 fa... 6/24/2015 Florida Building Cade Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved gam a 11,od"cts Method 1 Option D 04/09/2015 04/21/2015 04/25/2015 06/22/2015 FL Model, Number or Name Description _. 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung Limits of Use installation Instructions Approved for use in HVHZ: No Fi_4091 R. 54E t H 1C?0 1a ad` Approved for use outside HVHZ. Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, +50/-50 Evaluation Reports Other: SH-8100, Max. size 53,125" x 76". Class complies FL4' R7 AE Evakep CWS 154E fSH-8100, NF. Created by Independent Third Party: YeswithASTME1300-04, 4091.2 SH- 100 Ski-8100 Vinyl Single Hung, Non -impact. Limits of Use Installation Instructions Approved for use in HVHZ., Yes fL4091 R7 11 C S4-85B (SII-6100, 52x71 Nl).odf Verified By: Lucas A. Turner 58201ApprovedforuseoutsideHVHZ: Yes Impact Resistant. No Created by independent Third Party. Yes Design pressure: N/A Evaluation Reports Other: Di-8100 Vinyl Single Hung, OX, Max. size 52" x 71.", see installation dw9s. for DP. Glass complies with ASTM Fi_4091 R7 AE EvalRei CWS gBSH fSH-810ii 57 NDN! E1300- 04.E.AQ91R7 Al tigan x,(,,i,rclniil3Al2-1017 02.odf Created by Independent Third Party; Yes 4091. 3 SH 8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous bead & Sill, Non - Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R7 11 CVO -442B cH-8100 74x dS1. Nfl. 1idf ApprovedforuseoutsideHVHZ- Yes Impact Resistant. No Verified By. Lucas A. Turner 56201 Design Pras$orea N/A Created by Independent Third Party; Yes Othen Sit-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 Evaluation Reports 3/ 4" DP +67,51-70 Psf. Glass complies with ASTM E1300- I L4091. R7 AE 11, _C P5-442i3..,(t HiCtO, s4x53Conti i Sl,,.. sdf 04. Created by Independent Third Pasty: Yes W. W._.,...,..,_........... ...... 4091. 4 SH-8100 Continuous Head & Sllf SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Limits of Use Installation Instructions Approved for use In HVHZ, No FI4091 R7 11 ON4-4g7fl SPE-BI Approved for use outside HVHZ» Yes NIl.pdf Impact Resistant. No Verified By. Lucas A. Turner 58201 Design Pressures N/A Created by Independent Third Party, Yes Other. SH-6100 Cont. lid. & Sill, Max. size 74 1/8" x 72", Evaluation Reports see chart on Installation dwgs, for DP. Glass complies with FL4,0R7 AE EvalRe 'wC- 2B ASTM E1300-04. QaWd2L Nit L §f Created by Independent Third Party, Yes 4091. 5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet, Ral€ Limits of Use installation Instructions Approved for use In MVHZ. No L 4C171R7 II CWS-293C t H tafl Approved for use outside HVHZ: Yes Verified By; Lucas A. Turner 58201 Impact Resistant: No {treated by independent Third Party: Yes Resign Pressure. +60/-50 Evaluation Reports Other: SH-8100, Max. Size 52" x 96", Oriel. Glass compliesfL4091 27 AF val C y Cam- 9` C SH-810 2x9 with ASIM E1300-04. N Created by Independent Third Party: Yes iiig - CQntact t? ':.i'..,Pr'9..,. rtL:_T.Jaah pr P32±z><JPhntte' 7t50- r-a z4 littp:// www.floridabuilding,.org/prlpr_apt_dil.aspx?param=-wGEVXQwtDquz931 %2b4g5 fa.... 6/24/2015 Florida Building Code Online Page 3 of 3 The State. of Florida is an ANEEOemployer. CD=J 2bi brlva ST.'rew r ;: 55'i ?1LiY ^ kd.Sd¢tEllt Under Florida law, amen[ addresses are pudic records. If you do not want your e-mail address released In response to a public -records request, do flat send electronicmailtothisentity. Instead, contact the office by phone or bytraditional mall. It youhave any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, affective Dctcoar 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emalls provided may be used for officialcommunication with the licensee. However email addresses are pudic record, If youdo not wishto supplyapersonaladdrm, 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 LVM. Product APla uW A Kte. tiL' tiLE%"&tID ml 9 i'' s http:// wNvvtr.floridabui ldin..orglpr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g51:a... 6/24/2015 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1.574 FBPE C.O.A. #29779 Evaluation Report 154E April 3, 2015 Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit size, 54 3/8" x 77 1/4" flange size Manufacturer: Custom Window Systems, Inc. 1900 SW 44h 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 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-154E, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/l.S.2/A440-08 4) Supplemental Calculations to support CWS- I 54E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-154E. Limitations of Use: This product: May be used in the configurations and sizes and with daylight openings as indicated in CWS-154E Achieves design pressures as indicated in comparative analysis table in CWS-1 54E Is non -impact and requires the use of shutters in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires glass as shown in CWS-1 54E Requires Quanex, (Mikron) white rigid PVC extrusions as shown in CWS- I 54E Certification of.ndependence: 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. tSWIS11941,T004QREVVgeA 4 No 58201 STATE OF00% 4/3/2015 N Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner, P.E. 2015-04-03 10:00-04:00 SINGLE HUNG - NON -IMPACT SHOWN w/DIFFERENT OPTIONS) 54 3'8' MAXOVERALL FLANGE WIDTH se......... w Vw MAX, UNIT WIDTH GLA55 DLO I - i 33VIS' L7OSSBd. B I 3s 1111EMAX. SASH HEIGHT E3 5/161 MAX JjGVERALL. FLANGEHEIGHT 2 rns' MAXUNIT HEIGHT 2MAX 3 1441 A I I--- 46 S 16' ......._.- IECtUAL SPLIT MAXOVERALL I FLANGE WIDTH fI 53 1)8` AX, illNi° IkiDT'H GCA,^v,S DLO 465('V' _ GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 DP CHARTS & GLAZING DETAIL ........ 2 SECTION VIEWS & ALT. FRAME........3 EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES..........5 INSTALLATION DETAILS. .................... 6 33 681/2` k X (( OVERALLMA FLANGEIEIGNT I 88 IleMAX UNITHE!GHT ..€ 303A61 MAX SASH 54318' MAX OVERALL FLANGE WIDTH ss 1!8` MAX. UNTWIOTH 481a16` -- GLASSDLO x a Ir---... 465i16- -1 GLASS DLO 5 HI SASH ORIEL aWAL _NOTE$. 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FSC}, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "Or, 4. DESIGN PRESSURE RATING (SEE SHEET2): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-i3CX3-64. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILT RAT ION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 13 618° 5. ANCHORAGE: THE 33113 h STRESS INCREASE HAS NOT BEEN USEDLASS 31.0 IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS. WiNDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS.. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 267 „ SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. GLAflL0 7. ALL FRAMES AND VENTS FULLY WELDED. SMALLJOINT SEAM SEALANT USED AT FIXER MEETING RAIL ANDJAMB, 8. SERIES / MODEL DESIGNATION SH-8100. 8. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, D - FIXED SASH 10. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT W 1 /'2" x 2-1/2" LOCATED 4' FROM BOTH ENDS. LucasTurner 2015-04-03 09:55-04:00 CO EQUAL 5 HI OR E 53-1 /8" x 76" x 68-1/4" DESIGN PRESSURE RATING IMPACT RATING 1 SEE COMPARATIVE ANALYSIS CHART, SHEET NONE NONE 60/40 ORIEL 53-1/8" x 62-1/16" NONE 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW.CWS.CC I l w (25 I c ti o Ip.. cZ w w Jlw;It t- ti r , a l tw : No 58201 STATE OF 4133112015 LUCAS A. TURNER, F.E. FL PE * 58201 1239 JABARA AVE, NORTH PORT, FL 34288 IRK 941-380-1574 GENERAL NOTES AND ELEVATIONS AWN SAT 04129/08 5#: ;REV, - CWS-154 ; E SHEET1;3 M j 1 OF 6 Design Pressures (PSFLwith Glass apes A) B, C, or D . ....... Unit Sash Unit Widths (in. eghts(im) Heights(In.) 23 V2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 112 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYMMS 35 1/2 17 450/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +SO/- -75 - +50/-75 1900 SW 44TH AVE. 89 112 19 +50/-75 +501-75 4-50/-75 OCALA, FLORIDA3447450/-75 +5()/-75 -+50/-75 +SO/- /-75 +50/-75 wWW'CwS.cc 41 1/2 20 +501-75 +50/-75 +so / :is 11,150/ -75 +50/-75 +50/-75 +50/-75 +50 / -75 +50/-75 +50/-75 -+50/-73,1 . ...... . ... 43 112 21 +50/-75 +501-75 +50/.75 +501-75 +50/-75 +50/-75 +501-75 +50/-75 +501-75 +50 / -714 +550/ -70.6 1 8100 Pvc471/2 23 +50/ -75 +501-75 +50/-75 +50/-75 +50/-75 +501-75 +50 / -75 +50/-75 +501-75 +50/-68,9 +50/-66.2 SINGLE HUNG511/2 25 +50/-75 +50/-75 +50/-75 +5121/45 +50/-75 +50/-75 +501-75 +501-75 +50/-72.7 +50/-65.2 +501-62.6 53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 NON -IMPACTSDI -71 +50/-63.6 +50/-61 55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 /-75 +50/-69.5 /-59.5150/_62 1 + ±5 59 112 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 ± 10 50/-75 +50/-66.8 +50/-59.5 +50/-57 co for631/2 31 +50/-75 +501-72.9 +501-72 60/-71 6 +50/-71.6 +50/ 71,15 ..+50/ -71.6 +50/-7:L6 _±Tl -64,6 +50/-57,3 +50/-54,8 < o651/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67A +50 / -673 +50/-67.3 0 050 / -673 +50/-67.3 +50/-63,6 +50/-56.4 +501-519 cL Lu will671/2 33 +50/-69,8 +50/-r5.6 +50/-64.4 +50/-62.7 +50 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55,5 +50 _5S < < 63.4 +50/-63.4 50 75 +50 50 -75 +9 o -75 +aI 75gE5 _ (),/71 71 1/2 35 +50/-64 +50/-59.7 +50 -5&3 +50/-93 +5o/-s6.sT_+/-!;6.5 +50/-56.5 +50/-56.5 +50/ -56.5 +50/-53.9- +50/-51.5 + 50/;.5743/4 36 5/8 +50/-59,9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 1 + •51.7 ZSC)/-51.7 +56/-51.7 +50/-51.7 +50/-51.7 + 50 _50L637114 +50/-58,5 +50/-54.1 +50/-52,6 +50/-51,5 +So/- +50/-50 -50 E-5OiLL-20/ -50 ...+50/ +50/-50 +50/-So +50/-50 > T E5 w ao Lu 4- 7!6' OVERALL US . ................ 1 -7a'OVERALL OVEPALL 718" OVIiRALL UB"ANNEALED NIWANNEALEL VW TFMPERED 11IFTEMPERED w 054" AIR SPACE olml< 0AAl'i SPACE tq' AIRSPACE z ANNEALEC AWEA'_ED Va' TEMPERED TRIPERED "EADREW '4" S)KAFk'Fx 562OR, SXA LEX F52 OR SlKARPX,55!OR PUR P-"JPFr-",r CLAZI "H' S KAFLEY, 562 onIUVFGLAZE "H:' PURFrOrOLAM"W P 'CT GLAZE "H" 1 N. 592DI av*. 64- 'F 8IJK'A 10 GLASS MTF I,,- SILA-, NTF V2' CLASS Brre 10 GLASS 9RE % STATE OF 444 P,E, 413/2015 LUCAS A. TURNER, Kr' - GLASS TYPE A FL PE # 58201 GLASS TYPE B GLASS TYPE C GLASS TYPE D 1239 JABARA AVE, NORTH PORT, FL 342ZB PH. 941-383-1574 SHEET 0ES5T1P_TioM 7: COMPARATIVE ANALYSIS; AND GLAZING DETAILS I 57-- ZRrff-- BAT 04/29,108 NOTE: DwFj #-. Rom__._.....- CWS-154 E IFSIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. cuE SHEET 2 OF 6 INTi:RIQR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 23, 28-28, 31, 36, 37, 44, 51-52, 5 aS. 64< 67-68 5EQTION a-B NOTE: LEFT SIDESHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION C;-C ALTERNATE FIN FRAME 39DO SAN 447H AVE. OCALA, F.-ORnA $4474 Wwwv cws,cc T,, i : Rdc 5829 1 a "s 41312015 LUCAS A. TURNER, P.E. FL PE # 8&1 1239 jASAPA AVE, NORTH P.71RT, FL 34288 PK 941-380-1574 I.± 1 SECTION VIEWSi RAT t74 29fii9 OS-154 E SHEET 1:2 30F6 7 37 Y-4638 #S x 2.112 PH MyJ, Fw" Type A. tek 2 Ajax Steel 36 P-3768 #8 x 0,625 Ph PH SMS Hub City I Stec[ 39 P-4051W I96 x 1,250 Ph FHTEK, Wht, Huh City Stec[ 40 1 P-4264 1t#8 x 3/4 FH PH w'#'& Bead "I"EIK. Wht I Hub City I Sinai x PVC FRAME FIN H-6026 3118"--._._. s1j3 PVC FRAME FLANGE H•6C31 i... 18 1:fS° PVC SCREEN SUPPORT 6014 SITILI 9 REIN F. SASH MTG. RAIL H-1497 8 15fi S` 1 7 ' PVC SASH BTM. RAIL H-6026 i Sf16"--i•+-- PVC SASH SIDE RAIL H-6004 7 rte" 4F$ - PVC SCREEN CATCH S-6013 3,:16 REINF. SE3RISSR S-1498 b1 r-jueu lzcruorl mo €aD bUnlMn I Akifn I'7 P-3033 Screen Sari SS FI, Screen u8 3i'F 69 H-6026 Main Fr., SH, w!Fin., PVC Mlkron Vinyl 70 P-3113 IScrew Support for PVC T. Plastics Nylon UZI 7E S-6t163 Fixed Rail Cc+tar Ml mn Vinyl SCREW SUPPORT P 3113 LINE ITEMS NOT USED: 5-7, 11, 21-23, a, 31, 41-43, 47, 49-50, 57-61 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 231r8" I$ 8 5If8'° PVC SASH MTG. RAIL. h1-6027 o-1, FIXED MTG. RAIL H-1836 13{16" PVC SASH STOP S-6029 114"-- F«- 7t8^ 75 i PVC GLAZING; BEAD S-6064 il16' PVC FIXED RAIL COVER S-6063 FRAME CORNER CONSTRUCTION Q& CORNER WELD IALL SIDES; a WIF ES FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAIVE 1:8 WEN 7ENES 900 SW 44TH AVE. OICALA, FLORIDA 34474 WwW.CWS.CC w 11, i o 58201 i;o i3 1 L_ STATE OF ;&J 4J3/2015 LUCAS A. TURNER, RE, FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34268 PH. 941.380-1574 i BAT 04f29f08 F: REU,= CS-1 54 E SHEETA;.E: 1:6 4 d0F 6 1_ti" MAX. O.C. MP.}—jjj-.....--.--._.»ti A" MAX. ;TIP). 6" MAX.;iYP.} 4` MAX.(fYP.) 0' MAX, (T'P.)--1 I r—SEE NOTE' 2 MAX O.C. TY? ; MAX. O.C, dTYP,{ I : W._ THRUPRAME ANCHORMEETINGPAILFIXEDMEETNATF€ E 'G RAI'. 4- CE.NTERUNE NSTAU.ATION I ANCHORS TYP. ANQ 0R LAYO ' -'FLANGE AN({iafl LAYIt1T • {FINi TE2 INSTALLATION ANCHORS TYR NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. VLL ANCHOR SPACING SAME AS HCAD. 2. SHIM AS BEG AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE i;4', 1ISE SHIMS WHERE SPACE BEATER THAN 1,'16' IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER, WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE: SIZE, SPACING AN EPdBEDRSENT SHALL BE. ASS#'EC €FEEia IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT VVITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION'. S. INSTALLATION ANCHORS SHALL BE INACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTABLE1, SHEET 6. B. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCREMiOMU OPENINGS: EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - IX BUCKS AREOPTIONAL. 7. A MINIMUM CiENTER-TG-CE ': -R SPACING SHALL BE MAINTAINED BETWEENALLFASTENERS. 3' FOR MASONRY, 1` FOR WOOD AND METAL, 8. 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, SHEETS, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACITD, 9, SEALING AND FLASHING STRATEGIES „OROVERALL WATER RESISTANCE OF =.NSTAULATION SHALL BE DONE BYOTHERS FOLLOWING THE CURRENT VERSION OFTHEREFERENCE DOCUMENTS: FMA(AAMA 100(FIN WINDOWS), FMAfAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX W INDOWS), FMAIAAMAIWDMA 3OC(EXTERIOR DOORS) WINDOW SYPEMS IS 15O6 Soh' 44TH AVE. OCALA, FLORIDA 34474 t+1WW.C'Ns'CC STATE OF :-to Z_; 4312015 LUCAS A. TURNER, P,E. FL PE # 58Y61 1239 JASAAA AVE. NORTH PORT, FL 34288 PH, 941.380-1574 TauaE;cRPraON: ANCHOR SCHEDULE AND NOTES asvWra as •. BAT 04I29108 CWS-154 E SHEET1:25 5 OF 6 TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS '-- $ SEE TABLE ' I MIN. EM8EOME PERIMETER SEALANT—. SEE TABLE I BYINSTALLER ( INSIDE AND OUT s .._._. ..... .. i. _ ...._......_L SEALANT SEHI40 ..... FLANGE BY INSTALLER 1/4° MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 I 1i4' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER I PERIMETER SEALANT.. 3 MIN, EIs1BEI.YrkFN° BY INSTALLER INSIDE AND OUT SEE TABLE 1 }. 5 BSI RATE BY OTHERS 5E--£ TABLE I MIN. EDGE D':ST. SEE TABLE 1 A _VERTICAL SECTION 6 TYPICAL SILL AN01H0RAGE INSTALLATION SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 114" MA1C SHIM — SUBSTRATE BY OTHERS SEE TABLE. 1 MIN.EDGE DIST, SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND O(j7 SEALANT BEiiINb FLANGE BY INSTALLER HOR€ZONTAL. SECTION E TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENS FIRAP ZLaLGE ICONCRETE (2.O KSI MIN.) 3116" TAPCON 1° FLANGE u - 1" 2. FLANGE ICONCRETE (2.85 KSI MIN.) IS' ELOO ULTRACON 1' 1..........._... FLANGE GROUT -FILLED CMU (AST" C-BO) 3"16" ELCO ULT'RACO1V FLANGE 2X MIN, SOUTHERNFIVE C=O.65) J48" 751 TAPCON OR ELCO ULIPACXO 1-3/8" 71B" FLANGE 2)(MIN, SOUTHERN PINE (G4.55) 10 WOOD ECREW_._. T8" 7;B` FLANGE 16 GAUGE (0,060") MIN. STEEL STUD 33 KSI YIELD MIN) 10- 16 HILi1 MViK-FLEXOR TTW TEKS SELF -DRILLING SCREW ttip vRAGE 5BELF-TAPPING1 DRILLING SCREW FULL THREAD THRU O.MO" FULL THREAD THRU 0,125" WIS" WIV FLANGE1(S ALUIi, (61-T5 MIN-; (IFS 1/ W STEEL (33 KSI MIN) FIN 12XMIN. SOUTHERN PINE (G--0.55) 1CT WCX3i SCREYt 1.1`2 1r2^ MIN- EDGE DlST. —SUBSTRATE SEE TABLEI BY OTHERS IW+ MAX. S!M _ S e SEE TABLE ? I I MIN. EMBEDMENT" SEE TABLE 1. PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHC SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 6C'! HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 190 SW 44TH AVE. w- iri'll MAW S 6TATE OF r"Ai, 4t3a2015 _ LUCAS A. TURNER, P.E.. PERIMETER SEALANT ----^-'-"'""" FL PE # 8201 582011239. 4ABARA AV; ININSTALLERANDINSIDEANaOUTNORTHPORT, FL 34288 D , HORIZONTAL SECTION PHi 941.380-1574 1., M6 BOX FRAME€N,eTAE.i.ATECiNit§wnttEaCRIIrTIcN''-^ SIMILARFORSILLANDJAMBSFORBOXINSTALLATIONi.^^m. 1NSTALLATIM DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A SOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED; Mft 1/4' FILL, ETOF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED] BAT Nwa 04129/ 08 INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. t: REY.. PRODUCT ANCHORAGE IS IINACCORDANCE WITH REOUIREMENTS AS CWS 154 E SHOWN FOR FLANGE WINDOWS, LE 5€°"EET 1:2 6 OF 6 Florida Building Code Online Page 1 of 2 Mle i(irl3// BCISHome tag In User Registration Hot Topics Submit Surcharge Stats & FactsH>,t;is..t,fr e. t I ;,t snag s s1t/^ es y' ry'yWyk.;,[ Product Approval t a f1i v User 3 34. .d iJ 4 Regulationi1 ) f!' te_tA.PPI2Ys1!.t'4._€7k =• F!S? l r A .RI.0 T:9..5 C«h > Apollcadon t?etai7 a 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. ec Authorized Signature Technical Representative Address/ Phone/Email Koss Erin ekoss@cws. cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws. cc Quality Assurance Representative ay Lathrop Address/ Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws. cc Category Windows Subcategory Mullions 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) Equivalence of Product Standards Certified By Lucas A. Turner PE- 56201 Ke Certlfications, Inc. 7/ 21/2020 Steven M. Urich, PE 10 Validation Checklist - Hardcopy Received FL9520 R6 CCI EvalReo CVS-8-SA ; in MuH, IMr>). i' RMWWA AAMA 450-06 ASTM E1886-05 ASTM E1996-09 PA TAS201/2021203 Year 2006 2005 2009 1994 http:// www. floridabui lding. orglprlpr_app_dtl. aspx?param=wGE VXQwtDgvIHvinuJRW eZl... 5/6/2016 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02117/2016 Date Approved04/12/2016 Soma of Products FL # Model, ( dumber 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 fur use in Ill Yes FL2520 Rf II _CW5_A fA (3-in_P9 j% IMp} P.lf Approved for use outside HVHZ, Yes Verified By: Lucas A. Turner 58201 Impact Resistants Yes Created by Independent i hird Party: Yes Design Pressure: N/A Evaluation Reports Other, Large Missile impact; See installation Instructions Created by Independent Third Party: Yes and Evaluation Report for tomplet€ list of Limitations and Conditions of Use. 9520.2 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 II CWS-837A (4 Ill IMP),ndf Approved for use outsides HVHZ; Yes Verified By: Lucas A. Turner 58201 Impact Resist l l Yes Created by Independent Third Party; Yes Design Pressure; N/A Evaluation Reports Other: Large Missile impact; See Installation Instructions FL9520 26 AE EvaIReD C S 837A 14 In Mull IMPI od€ Created by independent Third Party: Yes and Evaluation Report for completelistofLimitationsandConditionsofUse. 95203 S 1/2" Alum. 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 f5.5 in Mull, IMPi ®df Approved for use outside HVHZ: Yes. Verified By: Lucas A. Turner $8201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. Larne Missile Impact; See installation Instructions FI.9520 R6 AE EvatyC il llyyS' iflA 5. a€i MuIL IMfLrScil Created by independent Trill Party: Yes and Evaluation Repo.t forcompletelistofLimitationsandConditionsofUse, aek feet The State pf Florida is ar A vI :1 Makykr. ,s , ,... i ."`t 2s,i7 ai&' .3M'«r„"a'K''too«,ilY. a'uT1Tz'iS a`.. zx'ia'" tL Under Florida law, email addresses are public recorcis. If you do not want your a -mall address released In response to a public-rexrds recioest, ego not semi wactronic mail to than entity. Instead, contact the Ohm by phone or by tradltionsal magl if you have, any questions, pleasecontact 650,487,1395, *Punsuent to Section 455,275(1), Florida Statutes, er ccth,e ot.-%,Lcv 1, 201, 7rs:ense:es Illu"da, chaptec-455, 1 must provide the Delwitt: an envii ad4i,ms if they hava one. The smallsprovidedmayiAusedforofficialcommunicatianwiththelidonea+l. Howe_ ., emeii ;Addresses am public recdrct. If you do not wish to supply a personal address, please provide, the nepailhoent with an x.mail address which can Iimade availarr4e to the praitic. To detrarnine Jr you are a llcensee Lander Chapter 455, F.S., please click hem_. pmouca AW111s1"€ ae. VpW http:// www.floridabuilding.org/pr/ lor_app dti.aspx;)-Faram=wGEVQwtDgvlHvmuJRWcZ1... 5/6/2016 05 Product Description: PVC 3" Mullion H-1758 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A.. #29779 Evaluation Report 836A April 27, 2015 Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' 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 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 1996-04/06109, 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 Is Large Missile Impact Resistant and does not require the use of shutters May be used in 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. 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. 04111111,q1t1l, G E NS ;to No 521 4/27/2015 15 -P STATE, OF Lucas A. Turner, P.E. 0 FL PE #58201 Lucas A. TurnerNM, 11111 10 2015-04-27 21:00-04:00 ANCHOR CLIP EXAMPLE HORIZa,VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERALNOTES & ELEVATIONS...............1 OF CHARTS ............ _ ..............................- 2-3 BOM & EXTRUSIONS....................................4 EXTRUSIONS.... ............. 6 SECTION VIEWS.........................................0.7 CONFIGURATIONS & ANCHOR NOTES INSTALLATION DETAILS- ....... ........ 9-10 ANCHOR CUP GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH Vy1Ni?4W S'rSTE94STHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL try 5W h4TH AVE. D IMPACT USE AS DEFINED IN ASTM E 1296 PER THE FBC. FLORIDAOCALwvvU°t , DA 3a474 2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL S. SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3" PVC REFERTOSHEETS2- 3) MULL BAR 4. ANCHORAGE: THE 331194E STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGNOFTHISPRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS, W INDLOAD DURATION FACTOR Cd=,..B WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERSARENUTIREQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER I j DESIGN PRESSURE OFTHE MULLION OR THEINDIVIDUAL WINDOW UNITS. Ix: 7. DFSIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT i w ID s APPLY ONLY TOTHEMULLION. WINDOWS MUST BEAPPROVED UNDER SEPARATE APPROVAL. ZO RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES i v: Icr3 OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE i,fS ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. a i 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUTOFVINYL PVC OR EXTRUDED ALUMINUM.` 10. VERTICAL MULLED UNITSMAY HE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH ANDHEIGHT ARENOT EXCEEDED, AND MULLIONS ARE ANCHORED ASaaqaaa1% SHOWNHEREIN. 1111E+1' ie WErsrt4 GEtY I 8F •'+ 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT, 0'; VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER, W -; No 58201 `® M i I EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas A. Turner 2015- 04-27 21: 00-04:00 z LUCAS A. TURNER, P.C. FL PE * SMI 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS iBRRW N0V: ADE 09/27/12 GWS- 83& A r 1: 26 1 T', F 10 Design Pressure Char: (PSF7 for NON -INTERSECTED Impact P C3• MuAIon H-1758, with 1522 Cilps using four (4) #1D Screws into WOOD or METAL or 3/18• IlW Tapcons orELCOU TRACONS in 'S 3 LI0 CONCRETE orWOOD per each end ofm ullion. HOLLOWorGROUT -FILLED BLOCK require 1W ELCO ULTRACONS. OPENING SIB n. 39 45 51 57 63 1 69 75 318 81 87 93 99 107 3/8 114 120 126 132 138 145 318 37 80.0 80.0 80.0 80.0 0.0 80.0 80.0 solo 80.0 s0:0 80.0 80.0 80.0 80.0 80.0 80.0 80.0423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.D 80.0 80.0 80.0 80.0 80.0 80.04831480.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Sao 80.0 80.0 solo solo solo solo 65.o 531! 80.0 so,0 solo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 8tl.0 80.6 80.0 80.0 65.0 650 65.0 W 7 8 . 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 So.0 80.0 65.0 65.0 65.0 1 63 80 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 65 5.0 65.0 55.0 65.tl s5.tl 65.0 65.0 65.0 65.0 65.0 65.0 65 0 6b.0 88 85.0 85.0 85.D 65.0 65.0 65.0 65.0 I 65.tl 65.0 85.0 65.0 83 5 x 72 65.0 65.0 65.0 65.0 85.0 65.tl 85.0 64.9 61.7 59.1 56.9 533 Ad a DP CHART PS FOR: NON -INTERSECTED IMPACTS' MULLION 1759, HORIZONTAL OR VER-171CAL , USING (PER END): 1522 CLIPS 4) 010SCREWS INTO WOOD or METAL 4) 3116" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 4) 114" ELCO ULTRACONS INTO FIOLLOW or GROUT-FIL ECi BLOCK Design Pressure Chart (PSF; for NOW NTERSECTED Impact PVC 3" ulllon H-1758, with 1776 clips with six (6) #10 Screws into WOOD or METAL or3n 6" ITWTapcons or ELCO ULTRl ONS Into SOLID CONCRETE or WOODper each end of mullion. HOLLOWor GROUT -FILLED BLOCK require 114" ELCO ULTRACONS. OPENING SIZE (in.) 39 45 1 51 67 63 69 75 Sf8 81 87 93 99 107 318 114 120 126 132 138 145 318 37 80.0 80.0 90.0 80.0 80.0 80.0 80.0 solo I 80.0 80.0 80.0 solo 80.0 80.0 80.6 80.0 80.0 80.04231480.0 80.0 80.0 solo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 W. 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 65.0 x 53118 80.0 So.D 80.0 80.0 80.0 60.0 Bolo 0.0 solo 80.0 80.0 80.0 80.0 80.0 80.0 65.0 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 8010 80.0 65.0 65.0 63 80.0 0.0 80.0 80.0 80.0 0.0 80A 80.0 80.0 80.0 80.0 80.0 66.0 65.0 g 65 68 65.0 85.D 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 85.0 65.tl 65 0 85 0 65 0 65.0 65.tl 65.0 65 0 65.0 86.0 72 6&0 65.0 65.0 65.0 J 65.0 85.0 65.0 64.9 1 61.7 59.1 56.9 53.7 UP GHAH 1 hl rvii: NON -INTERSEC'T°ED itaET'ACT 3° MULUON 1750, HORIZONTAL OR VERTICAL, USING (PER EIND) 1776 CLIPS 6) 410 SCREWS INTO WOOD or METAL 6) 3/16' ITV' TAPCONS or ELCt7 ULTRACONS INTO SOLIDCONCRETE orWOOD 6) t C ELOO ULTRACONIS INTO HOLLOW orGROUT -FILLED BLOCK I OPENING SIZE- -1 TRP E CAL MUU*111 TRAN50M. OVER TWN WRTICAL WAXIAON j SLR--- 11 AW5C7k.9 L3L'ER IRIPLE VEF7TtCAL EAUi1.K`ti L.__'>_ . ILL' w3 4 JFF3NING SIZE F--- TWN H„` RMCINTAL 6±uUroN iAt muL! LENGTH WtNi EMS IL 0 Soh 44TH AVE. OCALA, FLORIDA 3447*4 4 ww,CWS.CC f_............... __ _ PVC MULL IMPACT n U9.cc 1 w,0 q'o1, C':0S Z-'f No 5820! STATE OF "40Pkl NOTES: mow• "a°( M 1. THEMULL BAR IN FOCUS FORANYGNEtd ' , .O R•# C*,••"l g GONFIGURATION IS SHOWN IN BOLD, s°ftpPVy 2. AN INTERSECTED MULL BAR HAS OTHER MULL BARB) ATTACHED TO IT (SHOWN IN BASHES) THROUGH THE USE OF MULL BAD? CLIPS. AN 41127120'5IN'T'ERSECTE.DMULL BAR WILL ALWAYS 8E ATTACHED TO THE SUBSTRATE ATBOTH ENDS, LUCAS A, TURNER, P.E. S. NON-€NTERSF'CTEB MULL BARB CAN BE ATTACHED FL PE # 58201 TOTHESUBVIATEANDOTHERMU11BARS, 1239 JABARA AVE. NORTH PORT, FL 34?88 1 IM,F_ PH.94-I-Suo-i574 i7RIL[11ii!'Al k1UEGM3i:w;zr3raTrs_eAll.i1iN,T€a".rw° DIP CHARTS NON - INTERSECTED csI EtaING MULLS AIDE1 09127112 Imo.- ktL LLEMGYH --»I C.t,L-- E: -. ruLi, t_Fn gTH L - --I SHEET 1: 9 2 OF 10 Design Pressure Chats (PSR forINTERSECTED Impact PVC3" WIIIon H-1758, with 1522 cups using tour (4) 910 Screws Into WWD or METALor3116' ITWTapcona into SOLID CONCRETE orWOOD, or 1776 dips with six (6) #10 Screws Into WOOD or METAL or 3116" ITW Tapcons into SOLID CONCRETE orWOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1f4' ELCO ULTRACONS. OPEMNG SIZE n. 33 1 45 51 57 3 Be 75 316 81 67 93 99 110 3f8 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 50.0 50.0 50.0 50.0 50.0 50.0 50.0 42 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.D 50.0 50.0 50.0 50.0 SMO 50.0 50.0 50.0 50.0 50.0 48 314 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 56.0 50.0 531f6 50.0 50.0 50.0 50.D 50.0 5M0 50.D 50.0 50.0 50.0 50.0 50.0 50.0 5M0 50.0 50.0 50.0 50.0 57 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 50.0 50.0 50.0 50.0 48.1 J 63 50.0 50.0 50.0 50.0 50-0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 49.4 47.3 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.8 72 50.0 5fl.0 50.0 50.0 50.D 56.0 Sao 50.0 50.0 Sox50. 0 45 .4 44.0 75.375 50.0 50.0 50.0 50.4 50.0 50.0 50.0 50.0 50.0 46.8 440 40.0 DP CHART- IS FOR: INTERSECTED IMPACT 3" .MULLION 1758, HORIZONTAL OF, VERTICAL, USING EITHER (PER END); 1522 CLIPS 4) #10 SCREWS INTO WOOD or METAL 4) 3i18" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 1114) 114- ELGO ULTRACONS INTO HOLLOW or GROU` FILLED BLOCK 1767 CLIPS 6) # 10 SCREWS INTO WOOD or METAL 6) 3f16'ITW TAPOONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD i6) 114" ELCG ULTRAGON$ INTO HOLLOW or G ROUT -FILLED BLOCK y IrUiPiPak VEI' Mr,ALMULUON HORIZONTAL MULLION T- E SINGLEk TLNIN OR IlkTRIPLE( UNrrS BELOW 39ULEP TH-- OPENING SIZE --wl Vffv WINDOW SMEMSIR, 1900 SW 44'R 34 AVE, OCALA, FLDRIDA 34474 t''AbRi, 1xVVS.GG ra PVC MULL BAR IMPACT LUCAS A, TURNER, PIE, VL PE 582201 1239 JARARA AVE, NORTH PORT, FL 34288 1 PH. 941-280-1574 NOTES: OP CB -WI 1- THE MULL BAR IN F00.US FOR ANY GIVEN INTERSECTED MULL CONFIGURATION ISSHOWNINBOLD- 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TD IT (SHOW N IN DASHES) ADE ! 091271122 THROUGH THEUSEOFMULLBARCLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE gy L g I RE4 r ATTACHED TO THE SUBSTRATEAT BOTH ENDS. CWS-836 ! A 3. NON - INTERSECTED MULL BARS CAN BE ATTACHED .`_ ................._......._SHEET TO THESUBSTRATEANDOTHERMULLBARS. SHEET 1 1 3 10 f7EM PART # DE.$CRIPTTON 1 H-1758 1 3P8" x 3' MULLION TUBE 2 I#Y0 OR #12 HEX WASHER HEAD TEK SCREW '(see note below) 3 1#10 x 1 1/2", PANHEAD PHILIPS ZNC 4 1#10 FLAT WASHER 7 5-1897 MULLION CLIP 8 SEALANT 9 S-1895 DRIP CAP 10 5-1896 FLAN45E ADAPTER 11 5-6016 MULLION INTERIOR COVER 13 P-3486 MULL BAR CAP 14 F-1522-013 3' SLOTTED NEW CONTRUCTION FIN MULL CUP 15 F-1522-m 3'SLOTiEDT-CUP 16 F-1767-001 i L-ANGLE 3" MULL CUP, STANDARD 17 F-1787-W4 L- LE 3" MULL CUP, FIN, LEFT 18 F-1767-004R I L-ANSLE 3- MULL CUP, FIN, ArdPff191#10 HEX WASHER HEAD TEK SCREW201910FHTEKSCREW LINE ITEMS NOT USED: 5-8, 12 USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED INWINDOW UNIT APPROVAL DOCUMENT 1 Wd"._..,... VIC— Ili If15 i-" :f1€i DRIF CAP S-1895, ivi1 LUcN I"r -ii O D VER B-MIS r A i£2FADAPTER, v 9 s TOPVIEW 2 L116-1 lie, 3, i ?1i2116` 1 I ... , z 4 311fi" 3` V..ULLBAP. H•1758 MULUtON CUP S-1897A' Sa ..---- t - 1 7me- LIL' e_' CIyf") f 4 TMF- 1622 - 019 NEW CONSTRUCM04. f FIN INSTALLATION A SCOPE, BEN Li AND IkREAK TO REMOVE FIN FOR FRA3RE' ATTAC. HEMENT TO MULL BAR DETAIL A TVA. FIN FRAME 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. FRAME TYPE OPENING F•1522•XXX NEW NEWF-1522-013 FLANGEF- 1522-013 NEW F-1522-013 FINF- 1522-013 RETROBox NEW NOTRECOMMENDED 2 SJw F1' 6" F- 1522-006 RETRO, FLANGE CLIP AULLBAR CLIP 1767• XXX) t F- 1767.001 WINDOW SYSnMS i F- 1767-001 I M SW 44TH AVE, 767- 0D4(L&A) WALA, FLORIDA 34474 787- 004UR) mlvwCw cC F- 1767 001 F- 1 M7401as WC MULLBAR IMPACT 1 FL 3 mac: i Pe7 zdr- G L Uid. ilt LU:; AS A, TURNER, PE, FL PE # 587DI 1239 JASARA AVF, NORTH PORT, FL -4228 PH. 941- UO-1574 SKEET DESCROPFI(^d'`.__.... 130M AND EXiRLIVONS ADE oq/27/ 1E 1 A SHEET 1:2 A £ F1D L` ANGLE T MULL CUP, FIN (LEM F•1767-W4L OUT6€:SF_ C ANGLE 3" MULL CUR RN (RIW i F_I 767.04P L` ANGLE 0' STANDARD MULL CUP • E-1767-001 FRAME TYPE OPENING t" MULL6 CLIP L" PiiSL &is .CP F-1522Pxxx) F-17GLY 29WIMFiNexENEWF-9 013 F-176;401 R_FiRO F-1 -006 F-1767-001. 19910 3W 44TH AVE. FIN NEW F-1522-013 F-1767-004(L&R) OCALA,FLORDA34474 RE'TRO F•1522-013 F-1767-004(L&R) WYJU4:WS.CC ROX REW NOT RECOMI&NDED F-1767-001 Rv=TRO F-1522-00 F-1767 OD; 3" E CPVC E MULLBAR IMPACT u(S g1 fl lll 2tea• _.._ --- 2 1t4^ ..........., etaz o Icra ter .Q' 3 7718' THRU (''Yp)-----•-- N- — Fi4" THRU j1YPj ..... OUTSIDE ®ye;ys iiFtF r' r s'; No 5 71 .'7« g STATE OF ;W LUCAS A. TURNER, P,E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PK 941-380-1574 EXTRUSION ADE 091 7112 GWS-836 A ECALE: SHEET 1;2 5 OF M SEAL BEHIND FLA PRIOR TO ATTAC'. TO MULLION A HdRI iJNTAL MULL €3AEt 15LECTIC9N g, FLANGE FRAME WINDOW SEX, BEHIND FLANGE (SEE DETAIL B) PRICE TO ATYACHING TO M!it.LION EST6CAL r 1LL_6AEa 5E L N SEAL BEH NO FLANGE PP'wOR TO ATTACHING TO MULLION NMUST BE REMOVED ._- t!i HORIZONTAL 9vSl3C L a SECTION Firl FRA. WINDO FIN PLUST SEREMOVED WHERE. W€NfUVIS CONNECT TO MULL SEAL BEHIND FLAmB—}` 9 SEP 0--ma. RI 10MULLION PRIOR TO A i, 7iiNCs : MEF; ICAL MULL RAFt_SECTION fi FIN FRAME WINDOW APPLY SEAI.ANT ALONG FL LENGTH OF WINEX)W € RA. GROOVE PRIOR T4 ATTACHi m A IE[giA $ tORlztatVEITAl MULL BAR SECTION_ Ks. BOX FRAME WINDOW APPLY SEALANT ALONB FULL ---- - LENG7"H OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR upp p i ni r DETAIL A APPLY SEALANT ALOW FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGEADAPTOR I I ML DETAIL ViNoovv Symms I 9X SW 44TH AVE. ALA, FLORIDA W74 1 Pvc MULL BAR IMPACT I i Z 7 ju 4t 7t2€s°i5 LUCAS A. TURNER, P.E. FL. It w0i 1239 Jfi ARA AVE, Mown I PORT, FL 24286 Phi. MI C-"I674 SECTION VIEWS MULL$ A[)E 09127112 Ce 95 A 6 ti ili SEE NOTE M TOP VIEW FIN FRAME 5' P4LXLSAR (',M760) SEE sEr At3aTE APPiaCY'VAL PI APRROPRIATE. DP GHARTa} SEE N01 DISTANCE Ue SEE NOTES s & 2IEAJCUP) SEE NOTE 4 tJ) Gam" 6" HORIA TO I VERT, MULd.F.§rhR SECTION 4 F'EAN",E FRAME-;f7 [J—" ......... HORI2, 703` VERT. MULLSAR SECTIONmm__....._ 61mlTmwKwY7 1 1900 SW VTH AVE. 00ALA,FLORl 34&7A iA"Y bar`-C`WS.GC P4 Pvc ALL BAR IMPACT Q s I I CS ice; I jtu.:. z0 ul X. f ' pp 3^ 4S . .......... A d SEE 7fC-i"ti 4 }— L 1.1j€ E DISTANCE S' `a STATE Ctr an 71li SEE;DOTES t 9 2iATr SEE NOTE 4. ? xa12T134i 1, 3- HORIZ, TO 3' VERT. MULLHAR SECTION l 7,IRt alp LUCAS A- FURNER, r _E_ FL PE.9 Sans 1239 JASARA AVE, NOTES: NORTH PORT, rL 342SB PI-L 941-369-1 `7A Y. SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 99 (OTY 1) AND 20 (CITY 1), AS S_ S 6 Si'ATM F`„'Ri"_._-_.....__._.. SHOWN ABOVE. SECT'ON VIEW2, PRE -DRILLED HOLES (THR'U H'VG.IP ISW), BYTHE INSTALLER, MULL INTERSELJL'IO?MSMAYBEDATEDASNEEDEDWHILEMAINTAININGAMINIMUMCLIPEDGEDISTANCE OF£4W'AND A WNMUM CENTER TO CENTER SPACING OF DRAW 3,°. ...............:c i"_-_ _—_ 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ACHE I 09/27112 REGARDLESS Or ORIENTATION (Le., HORIZONTAL OR VER NCAL). THE FULL LENGTH taut€ 4; `-___4_r'.Ey ".'—'- MULL, MUST SE THE SAME DEPTH, 09 GREATER, THAN THE INTERSECTING. MULL. CWS-833 ) A 4, INTEMOR MULL ANCHOR ATT'AORMENi BCREW T'HRU VERTICAL MULL INTO Will SHEETCLIP, PREDRILL PILOT HOVE THH.0ALL YATERIAL. 107 TWIN TR LE STICAL MI LUO: VMRITICAL MIJ: LION d d I OPENING B':Zir OPENING SIZE -- TLWP WJR170NTAL MULLION rrr € h.._.._ MfULL UENGTH --; TI ANW,A OVER TWIN VERTICAL MULLION OPENING S12E TR;PLE T45°3wMIPLE HGR ZONTAL MU9.UON HORIZONTAL MUU..ION T OPENING - x zSIZE va a. TµI,.,-___xgULA, LBNGTN —4 MIJ LLENGTH —4+---------i TRANSOM OVER iRIPLE VERTICAL. MULLION T_ ..,,............. i7 11 3 i L_ L _j....._._......._ .... Ph'INJITRIPLE WRTr.ALMUUIQN I-.1Es; THE MULL BAR IN FI:ICiJSFORANY GIVEN CONFIGURATION IS SHOWN IN 801 M AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYMM BAR(S) ATTACHED TO IT (SHOWN IN DASHES) 1900 Sit 44TH AVE, THROUGH THE; USE OF MULL BAR CLIPS. AN OCALA, FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS RE WWw,CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS, 3 NOi-iNTEASMC"6EDMULL BASS CAN BEATTACHED r TO THE SUBSTRATE AND OTHER MULL BARS. Alt Pvc UL.L. BAR IMPACT HORIZONTAL MULLION SINGLE1 TWIN E OR ITRIPLEEUNITS BELOW ) MULL LENGTH — - i NOTES: I, AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULL8AR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUMATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW TIHE ANCHOR SPACING AS INDICATED INTHE WINDOW APPROVAL. FOR A77ACHME NT TOWOOD SUBSTRATE, USING A HEXWASHER HEADTEK SCREWOF THE SAME SIZE (#10 OR 412) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL, TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLSAR. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. S. ALL. MULL CLIP INSTALLATION ANCHORS N?UST BE MADE OF OR PROTECTED WITH A, CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS On MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IIN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE I, SHEET 9. 5, ANGI nR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD SUCKS, IF USED, INTO SUBSTRATE • IX BUCKS ARE OPTIONAL, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED 13Y THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4.6, 7, WOOD OR MASONRY OPENINGS, SUCKS AND SUCX FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND ]INSTALLED TO TRANSFER WIND -LOADS TO THE STRUCTURE - SUBSTRATES S14ALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLED, 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 OTHER, FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA,'AAMA1UC( 9NWINDOWS),FVA/AAMA200(FLANGEWINDOWS), OMA250(BtiXWiNDOWS),FMAAAMA.PWOMASOO(EXTERIORDOORS) N w LUCAS A. TURNER, P-E, FL PE 9 58201 1239JABARAAVE. NCRTIM PORT, FL 8425E PH, 941. 3904 5a74 iit'k Ef§IPY€CNQi CONIFIGURATIONS AND ANCHORAGE NOTES affKWff — DAFT _ ___ ADE OW7d12 CddC-93Fx A SFiEE'i" B OF 10 2 PETRO PIT MULL BAR CLIP MULL BAR INSTALLATION ANCHOR SEETABLE SEALANT ALONG ADD STRUCTURAL ELEMENTS AS REGD TO MAKE LEVEL FOROUTSIDEEXs£:k'aED MULL BAREDGEBYINSTALLER PERIMETER SEALAR't------a BY INSTALLER 14 MIN. EMBEDMENTINSIDEANDOUTgSEETABLET SUBSTRATE SY OTHERS SEE TABLE MIN. EDRE DIST. .__ L»_ SEE TABLE t VERTICAL. SECTION iRETR6 KIT} ANCHORAGE HEAD AND JAMaS SIMILAR FOR FLANGE INSTALLATION L" ANGLE MULL BAR CUP TWO REC'D PER EACH END OF MOLL MULL SAFI INSTALLATION ANCHOR. i SEE TAB;,E 1 SE'ALAW NIONG -_... ADD STRUCTURAL ELEMENTS OUTSIDE EI(POSED AS REM TO MAKE LEVEL FOR EDGE BY INSTALLER MULL BAR PERIMETER SEALANT UYINSTALLER INN$IDE AND OL;T i E MIN. EMBEDMENT SEE TABLE 1 SLB£3Si"RA'E BY OTHERS _.._._._ SEE TABLE 5 I h----'-+ -- MIN. EDGE DIST, SEE. TABLE 1 E ' VERTICAL SECTIONIr, 8-:, AL FLANGE ("L' ANGLE) ANCHORAGE HEAD AND JAMES FIBULAR M. R FLANGE INSTALLATION TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATETYPfi ANCHOR TYPE MIN. EMBEDMENT MIN. MOE DIST. CONCRETE 12.0 KSI BETE (2.85 KSI MIN.) 3116' ELCQ UL7RACON 1-314" 1' HO.S 2-112" 2Xf IiN. 6GI.RFiERN PINE (G=0.56) 3116" ITW T'APCONOR1-318" 7f8" ELCO ULTRACON 2XMIN. SOLPFHERN PINE (G=(L55) 10 WOOD SCREW 1 3tS" 7"S" 16 GAUGE (O. t") MIN. STEEL STUD 10-16 HILnKWIK-FLEXOR ITW FULL THREAD Pf'S33KSIYIELDMEN) TEKS SELF -DRILLING SCREW THRU O.06fl 1f 'ALUM. (6463-75 MIN.) -OR 10 GRADE 5 SELF -TAPPING f FULL THREAD 7116116" STEEL (33 KSI MIN.) DRILLING SCREW THRU 4.12Y NOTE& 1. SOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2. SILL STOOL MUST BE FLUSH AGAINST" INSIDE OF MULLED WINDOWS AFTER INSTALLATION, 3, RECESS RETRO MULLION CLIP 3M' MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED, 4. FOUR(4) ANCHORS REQUIRED PER -r MULL CLIP, SEE SHEETS 2.3, THREE (3) ANCHORS REQUIRED PER "L" MULL. CLIP, SEE SHEETS 2.3, E. SEAT MULUON TIGHT TO MULL CLIP, 6, FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. tj SW 44'€€1 AVE, CALA, FLORIDAV,17t. 4VW W.CWS.CC F PVC MULL BAR IMPACT I E n a A3slk y.n_ 12712015 _ LUC:AS A. TURNWR, P.A, FL PE 0 56201 1239 JABASIA AVE. NORTH POST, FL 34255 PH.941 -1574 saaE taFsc€ctriEi a, "`_.__ INSTALIAVON DETAILS TPADEGE127112 O S-636 A scar E: SHEET 1 S OF 10 RETRO FTf MULL BAR CLIP MULL BAR INSTALLATIONANCHOR SEE T"ABLE I, SHT0 SEALANT ALONGE OUTSIDE EXPOSED EDGEBY INSTALLER EXTERIOR FiN'S i r'.. : MEN. EMBEDMENT BY OTHERS I - I I SEE TABLE 1, SHT 9 PERIMETER SEALANTBYINALLERINSIDEANDOUT t SUaSTRATE BY OTHERS ° SEE TABLE 1. SHT9 MIN, EDGE DIST. fFF 1i VERTICAL SECTION SE..E TABLE 1, SHT 9 k iC,,' TYPICAL FIN (RETROFIT`ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION TWO REO'D PEREACH END OF MULL MULLBAR INSTALLATION ANCHOR SEE TABLE 1: SHT 9 SEALANTALONGE ............ OUTSDE EXPOSED EDGE BY INSTALLER ro ,c• i i EXTERIOR>iNiSH MIN, EMBEDMENTBYOTHERSSEETABLEI, SHT9 PERIMETER SEALANT..—_ e- BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 MIN. EDGE DIST. f VERTICAL 5EOTICN SEE TABLE i, SHT 9 TYPICAL FIN ANCHORAGE L-ANGLE) HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2_ RECESS RETRO MUUIJON CLIP SIT MAX. FOR CLEARANCEOF WINDOW UNIT AS NEEDED. S. FOUR (4) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-1. THREE ( 3) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-3. 4. SEAT MULLION TIGHT TO MULL CLIP. 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THEWINDOW SPECIFIC INSTALLATION DETAILS. INWIN SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 www. CWS.CC 3" FNC BULL BAR IMPACT w 1 F cW ; CJ I ! eC Q i 11i11S4tf1atY .. ftTNo 58201 STATE OF ,c d _- 7^ 4i2712Q16 LU CASA. TURNER, P.E. FL PE R 58201 1239 JABARA AVE. NORTH POST, FL 34288 PH, 941-980-1574 SI9: ET D= '1'iIiTTSijt4: ._. INSTALLATION DETAILS FIN ADE 09f27f12 Si1sB €: .. OWS- 836 n A t;. ua: SNEI*T 1: 2 IG OF 10 Florida Building Code Online Page 1 of 2 Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emait 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 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R 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 R, Validation Checklist - Hardcopy Received Year AAMA/ WDMA/CSA/ 101/I. S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 htip:llwww. floridabuilding. org/prlpr_app_dtl.aspx`?paraln=wGEVXQwtDgwf4ngAXh 1.Oy... 6/24/2015 Florida Building Code Online Page 2 of 2 C Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL # _._.____.__ Model, Number or Name Description 77,11 [ SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ.- Yes Ft.I. 1 II `W "- 2i3. SH-81Q0, IMP, N SillAnchj. df Approved for use outside HV Z: Yes Verifies( By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure., I-70/-70 Evaluation Reports Other., SH-8100 PVC Impact, no Siff anchors required. F,(_1fi177 Ri AE DuPont PyANt?A 13-0129 27.Ddf FL16177 R1 EvaiRep 4WS-8.12B (SH-8100. IMP, Safety glazing required on outer file above 30 ft. in HVHZ. Ar- No fllAn h} gQfMasscompliestoASTME1300-04. f L1,6177 R1 Ai_ Qanex NOA 12-1017 02 Ddf MikronlCreated by Independent Third Party: Yes Sack E2 Ci= il i Us :: 850- The State of Florida is an AA/EEO employer. Cogyrlght 2007-2013 State of Florida. ;: Privacy „statteirimtt :: e.-rmc. ,r+ 4rar n,mrn, :: 13E and c+atam n Under Florida law, email addresses are public records. It you do not want Vow a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contad 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for ofnclal communication with the licensee. However email addresses are public record. If 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 bla. Product Appi owilAt.rW*: vsv, tN.. xe racu'h htip:// www.floridabuilding.org/pr/nr_app dtl.aspx?parafn=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 TURNERENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29 779 Evaluation Report 812E April 18, 2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, 70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1.900 SW 44`h 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 ofthe 5u' 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-81213, signed and sealed by Lucas A. Turner, P.L. 3) Test Report NCTL-210-3815-1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA I Ol/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval 'document CWS-812B. Limitations of Use: This product: May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812B o Is impact resistant and does not require the use of shutters m May be used in the High Velocity Hurricane Zone Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air— 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27, o Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02' 11 have evaluated the i.nterlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5"' Ed. (2014) Florida Building Code for use in this product. 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. wilII6$1,tr fDREy °+mom 4, w a•s li', . t+d ,e•,, No 5 201 • 1 y w 4/18/2015 cr Lucas A. Turner, P.E. FL PE #58201, Lucas A. Turner 2015-04-18 22:20-04:00 T_ MAX. OVERALL FLANGEHEIOH_ 1 MAX. 1 UNITHEIGHT ............. ..i• i 3fl 3.'46" I MAX. SASHHEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...,.I GLAZING DETAIL................................2 SECTION VIEWS._ .......................__3 EXTRUSIONS & B-O.M........................4 ANCHOR SCHEDULE & NOTES.... _.5 INSTALLATION DETAILS.,._............._6 53 110" MAIL OVERALL FLANGE 51 718' MAX. UNITWI;-,'?H. 471:1ffe" GLASS DLO.... A- C 0 A 461lts" GLASSOLO MAX. SASH WIDTH E 2& AS $" a Cd..nS DLOGLASS GENERAL NOTES f` 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TOCOMPLYWITH THE FLOROA BUILDING CODE (FBC), CURRENT j SY5TEt1S EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ' 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALAA, FLORIDA 3.1474 IN ASTM E 1996 PER THE F$C, WWW.CWS.CC P. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: •ax. SINGLE HUNG00PVC 4. DESIGN PRESSURE RATING: SINIMPACT-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-13DO-04. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER NINFILTRATIONTESTPRESSUREANDGLASSTABLES ASTM E-1300414. S. ANCHORAGE: THE 33 V39A STRESS INCREASE HAS NOT BEEN USED L IN THE DESIGN OF THIS PRODUCT. SEE SHEET6 FOR ANCHOR DwTAILS. WINDLOAD DURATION FACTOR Cd=1.e WAS USED FOR WOOD ANCHOR CALCULATIONS. I 8. PRO DUCT APPROVED FOR IMPACT RESISTANCE.. SHUT ERS ARE NOT REQUIRED. IC7. ALL. FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT cc 3 "°'.zIOUSEDAT -FIXED MEETING RAIL AND .JAMB. I- 8. SERIES ! MODEL, DESIGNATION SH-8100, f rcz v 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: i qX = OPERABLE SASH, 0 - FIXED SASH In¢Q 10, SECTION CALLOUTS APPLY TOALL ELEVATIONS IN A SIMILARLOCATION. t4a°aaEaraarka 11, EXTERNAL WEEP SLOT = 1!4" x 1.14' LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATINGRATING 51-7/8" x 61-3/4" 70 PSF LARGE MISSILE IMPACT 7: No ES201 Lucas A. Z'9 : STATE OFTurner " %0, 2015-04-11 15:15-04:00 0N ; Atv Z::7-1, 4111/2015 LUC:AS A. TURNER, P.E. FL PE # 58201 1239 JABARAAVE_ NORTH PORT, FL 34288 PH.941-384-1574 IEE DDESGRIP'ilf % GENERAL NOTES AND ELEVATIONS WINN.B HAT j 06/18/12 YG A: REV, CWS•B12 E SHEET1:15 i 1 Cif 6 7f3" OVERALL INVJIATE D GLASS S' ANN' A6EV OR MkWERr,' 7AF' AIRSPACE I q` LAM€NATEOCiAS,4 fib" ANNEALED 0%' PVS 1Ni'ERI AYER Sy DUPONT 1 &" ANNEALED 3URASEAL-- Y TRU5EALPURFFCT ^>. AZF'.";" OR SKAFLEk 542 MIXED LITE 7F8" ttYERALL INSULATED GLASS W ANNEALED OR TEMPERED 7116" AIRSPACE 6110 LAPVNATcDGLASS 118" A NEAL.ED PYS I TERLAYER 3Y DUPC T tiff" ANNEAl.F€.) DURASEALBYi' R:,SFAL PURFECIT GLAZE "IT' OR .n,IKAArLEXM2 I" W ASS STE t a!X1 SW 44TH AVE. OCALA. n.ORIOA34474 wW W,OWS.CC San No 561D1 ' tom A' STATEOF r.w_ 41111201 L UCAS A. TURNER, P.E, FL PE # 58M 1238 JABARA AVE, NORTH PORT, PL 34M PH. 941- 380.1574 GLAZING DETAILS BAT 06/ 18/12 I..... ...._... fShiEewT t:i j 2OF6 INTERIOR SECTION A -A NOTE. ITEMS NOT SHOWN FOR CLARITY: 20, 2rr26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERtOR SECTION H-B NOTE: LEFT- SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. 1900 SW 44TH AVE, OCALA, FLORIDA W.74 WW W .CW S.CC 7z No 58201 bf o STATE. OF 4/1112015 LUCAS A, TURNER, P.E. FL PE * 53M 1239 JA9ARA AVE, NORTH PORT, FL 34288 PH. 941.380-1574 SECTION VIEWS BA"" f16i18.'12 ; GWS-612 I B 2 1H Lu x LINE ITEMS NOT USED: p5, 7, 11, 15 17, 21-22, 29, 31, 33.36, 41-43, 46, 49-50, 55, 57-81, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, PVC FRAME FLANGE-603, 718"--,=---• W 9l16" g' REINF., IMPACT HOOK -1112 7T—ll V PVC SASH STOP - 8025 W4..........).,,—...i 3t76"- L REINF. S.B.RJS,S.R. - 1498 H•-1 _ 7H718' 1 PVC SASH ML RAIL-6028 1 N{(IS" ' t 1 1 1ltfi^ PVC SASH SIDE RAIL - 6004 PVC SCREEN CATCH - 6013 3f4' REINF. 8TM RAIL-1699 0 3/16" O an6" 7fg' - fi16" IMPACT HOOK S-1577 Fes— 2 3116 PVC SASH TOP RAIL-6027 2 1!6' 1t18" FIXED RAIL- 1836 PVC FIXED RAIL COVER - 8063 5!8" 1l16" REINF. TOPRAIL-1497 FRAME CORNER CONSTRUCTION i CORNER WELD ALL SIDES) 1:8 i i FIXED MEETINGiG RAIL SCREWED TOGETHER WITH OUTERFRAME 1:6 PVC SCREEN SUPPORT-69,4 w- if 4 7?8' PVC GLAZING BEAD-6064 112 - t-1 SCREW SUPPORT-3113 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT Nn 58201 S Y1 t- STATE OF L_-:r_ 411112015 LUCAS A. TURNER, P.E. FL PE 11158201 12-49 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS BAT 06118112 DWQA:... Rt .: OWS-812 B scnLE: SHEET 1:2 40=6 V RN HOR LAYOUT- IFLANM NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD SEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER TITAN 1115' 15 PRESENT, LOAD SEARING SHIMS SHALL. 0ECONSTRUCTEDOFHIGHDENS{TY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION, S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTABLE1, SHEETS. S. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSINGOR STUCCO, FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINITAINED BETWEEN ALL FASTENERS:3' FOR MASONRY, .' FOR WOOD AND METAL. S. 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 REOUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FNIAIAAMA IOO(FIN IN NDOWS), FMA/AAthA 200(FLANC+E W9NDOWS), FMkWDMA 2G5(BOX WINDOWS), FMAIAAMA,INDMA 300(EX TERIOR DCCRSI WINDaW SYSTEMS N 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW .CWS,CC C# T > No 58201 :`A S q t STATE OF 140 eilc ;,Q t41;?r'dNe 4111t2Q15 LUCAS A. TURNER, P,E, FL RE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941 W-1574 911KET -DE 9CIiEPTfO:'i:.....- ANCHOR SCHEDULE AND NOTES BAT 06118/12 GWS-812 g SHEET1:15 5OF8 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER S£ALANT— BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION SEE TABLE 1 SEALANT BEHIND - ALANGE BY INSTALLER PERIMETER SEALANT— BYINSTALLER INSIDE AND OLT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE VERTICAL SE TYPICAL SILL MIN. EDGE DtST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 114' MAX SHIM CCtJT':Nt,1CtUS DOUBLE 3116" BEADS OT- TREMEAZE U1600 SEALANT AROUND PERIMETER A"TALL INDICATED' POINTSBETWEENPRAMSANDBUCKBYINSTALLER, 14' MAY SHIM MIN. EMBED? SEE TABLE 1 MIN. EDGE DIST. SEE TABLE I TABLE 1: APPROVED INSTALLATION FASTENERS SU ONCRETE (20 KSI MIN.) ANCNORTYPE MIN.EMBEDM 3/16" I7W TAPCON 1-1/2' f•t ROLL 2. CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON GROUT -FILLED CMU (AS7M C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G-0.55) 3/16' ITW TAPCON OR ELCO ULTRACON f-3/8' 7/8" 2XMNL SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8" 718" 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 10.16 HILTI KWIK-FLEXOR f1tN TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.06tP 7/16„ ti8` ALUM. (6063-TS MIN.) OR 1/8' STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING i DRILLING SCREW FULL THREAD THRU 0.126' 7/18" I MIN. EMBEDMENT SEE TABLET 1W MAXSHIM— INSTALLATION SEE TABLE 1 SECTION SUBSTRATE BY OTHERS SEE TABLE 1 MIR EDGE DIET SEE TABLE I PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANTEFRiND li b GE BY INSTALLER PERIMETER SEALANT-----"""- ' / BYINSTALLEA L INSIDE AND OUT C HORIZONTAL SECTION 6 BOXFRAME INSTALLATION HEAD AND SILL SIMILARFORBOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TOAND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASSHOWNFORFLANGEWINDOWS, 190D SW 44TH AVE, OCALA, FLORIDA 34474 wwW.CWS.00 I r U No 59201 A STATE OF Fm 411112015 LUCAS A. TURNER, P_E. FL PE # 58201 1239 JABARA AVE - INORTHPORT, FL 34288 PH. 941380-1574 HEC=TpESCRipTibN—.........._` INSTALLAnON DETAILS 7HAYlN B ...... AT 06/1& 12 CWS-812 B cuE SHEET 1: 2 Florida Building Code Online Pagel of 2 w sit"m c pia r kp jd Bas Hanle j Log in User RegistraUon HotTapirs Submit Surcharge Stats Facts 3usil es i j j Approvaly ; VIER: r: vse: w .rvim' Regulation PC. 4.4. , .i.._A.Rkr4wD!? O > fi`g3i:[CC..4C800[i,"atlan Sean.:ha tSB.OfaLionList > ApPilcaUan Deta12 FL # FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved 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 )ay Lathrop Address/ Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws. cc Category Exterior Doors Subcategory Sliding Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or is Licensed Florida Professional Engineer Ri Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMAJWDMA/ CSA 101/I.S.2/A440-05 ASTM E1300-04 ASTM E1886-02 ASTM E1996-02 TAS 201/202/203 Y.+ r 2005 2004 2002 2002 1994 http:// Www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDgttaGslp3 GvutO... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/20/2015 04/23/2015 04/25/2015 06/23/2015 FI Model, Number or Name Description 11103.1 SGD 8400 PVC Siiding Glass Door. SGD-6900 PVC Silding Class Door. Limits of Use Installation Instructions Approved for use in HVHZ. Yes E1.,.11.103 R2 II WS-298B (SGD-890(3. IMP),udf Verified By: Lucas A. Turner 58201ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yee Design Pressures +60/-60 Evaluation Reports Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x py1110 R2 AE Dupont SGP NOA 1 t-0624 02 ndf 8'. Config. include OXXO, OXO, OX, XO. Glass Complies to FL11103 R2 AE EvalRep CWS-298B {SGD-8900. IMP}.nsif FL11103 R2 AE Ouanex Mikronj NOA 12-1017 02.pdfASTME1300-04, Created by independent 7 hrd Party: Yes Sack fiie t Cantata its :c The. State of Florida is an AP, EEO employer. Calrydait 2007-2013 State of Florida.:: Pr€yacv SLtemam :: A=ssibpity s a_, temept :: gg(unai *statement Under Florida law, email addresses are public records. Ifyou do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant toSecilon455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email addresswhich Can be made available to the public. To determine It you are a licensee under chapter 455, F.S., pleasecliachere kod.ct Arpm Nal #CC4WN 4 &:1:.. MCI Wm http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGF.,VXQwtDgttaGslp3GvutO... 6/24/201 S 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.Q.A. #29779 Evaluation Report 298B April 18, 2015 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, F.T., 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 51" 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 Poet, FL 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and -lA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/1.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental. Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installedaccording to approval document CWS-298B. Limitations of Use: This product: May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max, door height), with glass types and max. glass daylight sizes as shown in CWS-298B Achieves design pressures of +/-60 psf Is Large Missile Impact Resistant and does not require the use of shutters o May be used in the High. Velocity Hurricane Zone Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA #11.-0624.02' o Requires Quanex (Mikron) white rigid PVC extrusions per NOA #12-101.7.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5 h Ed. (2014) Florida Building Code for use in this product. 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. 4g ss®eayap 8q No 58201 4/ 18/2015 t cr :d Lucas A. Turner, P.E. rC3 . fir» FL PE #58201 Lucas A. Turner eO / °'' ' 2 15-04-20 12 28-ii4:00 SLIDING GLASS DOOR - IMPAC" TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS....____ -I SECTION VIEWS OXXO & GLAZING DETAIL-2 SECTION VIEWS OXOA XO_ ..... ..................... 3 EXTRUSIONS & 6.O M.._..___..................._......A ANCHOR SCHEDULE 6 NOTES........._ ........... "S INSTALLATION DETAILS....._ .......... GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AN, IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY y00 SW H AVE - HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM Ell 996 PER THE MC. A. FLORIDA 34471www'Qv8'S'C6 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: "OMO","OXD".'X4D",'Or M PVC 4. DESIGN PRESSURES: SUDING NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACTTABLESASTME-1300-04, POSITIVE DESIGN LOADSBASED ON TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET a FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7, ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8—SERIES /MODEL DESIGNATION: SGD-BWO, i 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING. XxOPERABLE SASH, C-FIXED SASH, 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 1. EXTERNAL WEEP SLOT =1/4 x 1' LOCATED 4' FROM BOTH ENDS. 4 IS NZ Lucas A Turner P x 2015-04-20E12:30-04:00 STATE OF 1W0 . V.:' 41W201 5 LUCAS A. TURNER, 1,E, IL PE # 582,01 AVE. NORTH PORT I-[ jil Sa NFIG. O MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING X0 96" x 96" 48-7/8" x 93-1/2" 1 60 PSF LARGE MISSILE IMPACT OXO 145-13/16" x 96" 60 PSF LARGE MISSILE IMPACT oxxo 1 191-1/8" x 96" 1 +/-60 PSF LARGE MISSILE IMPACT NE9ALNOTES AND ELEVATIONS I MAWK3Y AD SHEET 101 SECTION B-B PAIR OF ANCHORS AT EACH CLIP. SEE SHT G FOR SPACING SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION W:TH NO JL.L. RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE 19 N9T,REOU IRED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC i" OVERALL sits" TEMPERED 8" AIRSPACE 711B" LAMINA'iEDGLASS 3+16" ANNEALED GLASS 000 SENTRY GLA^,,.S IONOPLAS- IN'TERLAYER 3/18" ANNEALEDGLASS PURFECT GLAZE"H" SIKAFLEX 552 t3ii6'GLIASS ATE xz LL AS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. i NORTH PORT, FL 3 88 PH. 941-880-157d SECTION VIEWS - OXXO AND GLAZING DETAIL I t:t.ss ADE OCxi1S108 0_.._.._.. C iJS-298 REY.-__..__ B aCALC. SHEET1:2.63 2OC6 SECTION D-D SECTION E-E NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. WINDc7W SYSTEM L 19DOSW 44TH AVE. OCALA, FLORI.OA 34474 WWW,CWS.CC II I I,, a IA1: 73: ONO Nofl1 STATE. OF 418i2a15 LUCAS A. TURNER. P.E. FL PE 468201 1239 JARARA AVE. NOFlTfi VCRT, FI..:3V88 PH. 944-380.1574 SECTION V EWS - Oxo AND X"X FAV --- ADE WOMB CWS-298 E Air, _ SHEET 1:2.833 OF n 2, PVC ASTRAGAL - 6043 5 15/i 61 1 Wr 17W 21 PVC OUTER FRAME - 6042 REINF, - 1993 3 3 PVC PNL INTERLOCK - 6060 PVC PNL LOCKS11LE - 6059 PVC PNL INTERLOCK - 6033 FRAME CONSTRUCTIOC k FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION VENTS FULLY WELDED 1:10 I ale" 21 3 S!Iv —Ills. 31116, 'nt; VIC,* Ills* L PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP 4295 FIXED PNL COVER - 1597 REINF. - 1775 HIGHRISE - 1737 PVC Ilia, wv, 1wis" tSULLIVAN Ills, ROLLER TRACK - 193o SILL THRESH COVER -1764PVCSCREENADAPTOR - 6045 718, 1 T lie, PVC SCREEN CHANNEL, 60414 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 REINF. - 1726NOTE:FRU ONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. A PVC WELD SUPPORT - 6046 PVC GLAZING BEAD - 6037 PVC SCREEN TRACK - 6041 VANDOW rtSTEMS 1900 SW 44TH AVE. OCALA FLORIDA34474 www,cws.oc UT LU osa 413/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS I ADE 06/03106 CWS-298 SHEET1:2 40F6I 6" MAX. Typ) T a- MAX. __.J [ P) 16' MAX, 0.&5, TYF) NOTES: v E ANCHQRIAYOUT 1. INS!. ALL TWO ANCHORS AT EACH LOCATION, SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE StIIM STACK TOBE 1/4'. USE SHIMS WHERE SPACE GREATER THAN VIT' IS PRESENT_ LOADBEARING SHIMS SHALT. BE CONSTRUCTEDO- H'GH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARENOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS: SEE -TABLE 1, SHEET 6- 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITN PRESSURE TREATED WOOD MUST BEPROTECTEDTOPREVENTREACTION. 5. INSTALLATION ANC14ORS 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 6, 6, ANCHOR EMBEDMENT TO SUBST'RA,r" : SHALT. BE BEYOND WALL 09ESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS: E.MBEDMEN'f SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONSTOSOLIDCONCRETEORGROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USEOF 1X BUCKSBETWEENTHEPRODUCTANDSUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL. SE MAINTAINED BETWEEN ALL FASTENERS: 2' FOR MASONRY. V FOR WOOD AND METAL. S. 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 TABLE 1, SHEET6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOX; OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA!AAMA 100(FIN WINDOWS), FMAtAAMA 200,-FLANGE WINDOWS), FMAW0MA 250(BOX WINDOWS), FMAIAAMA(WDMA 300(EXTERIOR DOORS), 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1 r.•,cExs No 582GI o STATE OF 413=15 LUCAS A. TURNER, P.E- FL PE # 58201 1239 JIABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 ANCHOR SCHEDULE AND NOTES AIDE 1 06/03/08 CWS-298 8 SHEET1:24 50176 SUBSTRATE BY OTHERS SEE TABLE. I PERIMETER SEALANT — BY ll' ALLER INSIDE AND OUT INSTALLATION SEE TABLE i PER!METEP. SEALANT ---- BY INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUE", ATESYOTHERS— SEE TABLE 1 SEALAN' UNDER SCREW HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE T115' III"L-.....,....... -------------- ........... MIN_ EDGE DIST. SEE TABLE i MIN. E! M4,E.N' SEE TABLE i 1r4" MAX. SHIM INTERIOR SEALANT BETWEEN SIL! RISER AND FRAME BYINSTALLER MAX. SHIM MIN, EMBEDMEN"d" SEE TABLE 1 PERIMETER SEALANT 6Y INSTALLER ----- INSIDE AND OUT SEE TABLTc BY ®THEREI- SEE TABLE i 9 B HORIZONTAL SEC'110N MIN, EMBEDMENT '+.,, 6 TYPICA€, JAMB ANCHORAGE SEE TABLE 1 v I-27119'—...f.._......................ti--MKEDGE D': T. SEE TABLE 1 A VERTICAL 5ECT€QN 6 '€' YPIpAL SILL. ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE GRETE ( 2.O KSI MIN.) 13116" RW TAPCON V. E GIST. 3" CON q . ,. , . r 1, HOLLOW OR GROUT -FILLED CMU (117 PCP MIN.) 3116" iTW TAPCON 1" 3' HOLLOW OR GROUT -FILLED CMU (AST'MG-90) 3/16" ELGO UILTRACON 1-1l4' 2-1t2" 2X M.N. SOUTHERN PINE (G=a,55) 3/15" !'TIRO TAPOON 1-3l6" 1" 2X MIN_ SOUTHERN PINE (G=0.55) 10 WOOD SCREW i &W 1' 16 GAUGE M.05W) MIN, STEEL STUD 33 KSI YIELD MIN) 10- 16 HL11 KW €K-FLEX OR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.460" Tt16" 1i6" ALUM. (5063-T5 MIN.) OR 116" STEEL (33 KSI MIN.) i/ 10 GRADE 5 SELF -TAPPING t DRILLING SCREW FULL THREAD THRU O,125" Tti6 FIXED PANEL CLIP ANCHORS INTO: CONCRETE ( 2.0 KSI MIN.) OR HOLLOW O€iGROUT-FILLED CMU 117 PCF MIN.) 3116' ITW TAPCON 1," 3„ F€ FD PANEL CLIP ANCHORS INTX, OONCRSTE 12 85 KS1 MIN.) OR IiCLLCY` J CR GROUT•FiLLED GMU (ASTM G9f1) WIT ELCO ULTRACON P7f16' MIN. MIN. EDGE DIST. SEE TABLE + INSTALLATIONANCHOR SEE TABLE 1 TWO ANCHORS PEP, FIXED CLIP THROUGH PRE -DRILLED HOLES M' MAX. SHIM FIXED RANEL MIN. EMBEDMENT S£E TABLE i f FIXED PANEL 02".......I _. EDGE DIST, s..........„,„. I SEE TABLE 1 11 JZZI9. iL" MA)L O.C. FIXEDPHORSIR C;i.lr ANCHORSMUST BE LOCATED MINIMUM € i DISTANCE OF TAWAYIANCANY ^BANE ANCHOR. OCrR. TNBTALLAT€ CYd _._...._.___...__ «._ ._v--- .............. ANCHOR (TYP) -- C HORIZONTAL SECTION FIXED PANEL CLIP DETAIL 6 F')Z FANEL ANCHORAGE NOTE; FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYKE, MIN, EMBEDMENT AND MIN, EDGE DISTANCE LISTED IN TABLE 1. t VVINDOW SYSTEM 12W SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CW'S. CC aroma 15 LUCAS kTURNER, P.E. FL RE # 58201 1239 JABARA AVE. NORTH POST, FL 34288 PH. 941-380- 1574 GENERAL NOTES AND ELEVATIONS iAh N SY: 43A, E: ACE OCu`13"= 8 YPz N: e; 9'.' CWS-298S SHEET 1:2. 67 8C)F6 REQUIRED INSPECTION SEQUENCE Bp# 1,1 - Z6gg Address: i It, cox 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 p Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) r_ T Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ection Descri flon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHA' CAL.IPERMIT,1. Min Max Ins ection Descril2flon Mechanical Rough Mechanical Final Min 1Max Gas Unde Gas Roug Gas Final REVISED: June 2014