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1308 Sandstone Run 17-1203; WINDOW & DOOR REPLACEMENTCITY OF SANFORDL Wv/ F: WY/.v .f 17 BUILDING & FIRE PREVENTIONAPR2PERMITAPPLICATION Application No: q ` oa 03 Documented Construction Value: $ 11,995 Job Address: 1308 SANDSTONE RUN SANFORD, FL 32771 Historic District: Yes No R Parcel ID: 33-19-30-520-0000-1000 Residential 9 Commercial Type of Work: New Addition Alteration Repair 9 Demo Change of Use Move Description of Work: RFPLA(:F 8 WINDOWS ANC 1 nnnR S17F FOR 817F_ Plan Review Contact Person: Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com Property Owner Information Name RUMSEY CHARLES Phone: -4Uu% Street: 1308 SANDSTONE RUN Resident of property? : City, State Zip: SANFORD, FL 32773 Contractor Information Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 3044 SW 42 ST_ 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: Fax: N/A E-mail: N/A Mortgage Lender: N/A Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, j 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: 5"' Edition (2014) Florida Building Cod Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin construction and zoning. 1 Z III7W2 l 11 Signature ofOwner/Agent nrialk Spi of Co Date 0 h(AAA " If1, 1.nn aJ/ 1 1 ln, I.A1) A . .ePna0 Print Owner/Age>/it's Name I —A Print Si tore o ry-State of Florida P S`ae o2g062o,L S' o ota -fate of Florida GP tY o\s 0c # Cs08°2 atYPSsa ,,u., ova a :,, • Owner/ Agent is Me or Contractor/Agent Produced ID"S'; --_ — Produced ID p Fl;. it P . S a e °\2ASg9 p O mm ss`ExP`tesPSS pY° 0 0oo9aNa, ou to Me or Permits Required: Building Ef Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [] No # of Heads APPROVALS: CON 01ENTS: ZONING: `S ENGINEERING: t UTILITIES: m Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F - . 7 - 11 Revived: June 30, 2015 Permit Application SCPA Parcel View: 33-19-30-520-0000-1000 http://parceidetail.scpafl. org/ParcelDetailInfo.aspx?PID=3319305200... Property Record Card CµParcel: 33-19-30-520-0000-1000 ORR Owner: RUMSEY CHARLES B LIFE EST (RUMSEY CHARLES B TRUSTEE) se awoc- COUWXnorMn Property Address: 1308 SANDSTONE RUN SANFORD, FL 32771 r Parcel Information Value Summary Parcel 33-19-30-520-0000-1000 Owner RUMSEY CHARLES B LIFE EST (RUMSEY CHARLES B TRUSTEE) Property Address 1308 SANDSTONE RUN SANFORD, FL 32771 Mailing 1308 SANDSTONE RUN SANFORD, FL 32771 Subdivision Name GREYSTONE PHASE 1 Tax District S1-SANFORD DOR Use Code 0103-TOWNHOME Exemptions 00-HOMESTEAD(2014) U') F Pam- 40 40 Seminole County GIS 2017 Working 2016 Certified Values Values Valuation Method Cost/Market I Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 103,996 102,904 Depreciated EXFT Value Land Value (Market) 33,000 30,000 - Land Value Ag Just/Market Value ** 136,996 132,904 Portability Adj dT$17,357SaveOurHomesAdj 15,726 Amendment 1 Adj — P&G Adj 0 0 Assessed Value u I $119,639 117,178 Tax Amount without SOH:' $1,851.00 2016 Tax Bill Amount $1,536.00 Tax Estimator Save Our Homes Savings: $315.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments 1 of 2 4/20/2017 4:42 PM Lbm=+> a V r"a?rT i.:.. tma T-d; 0Isut- r o eadm FawW a1 4 0 f;e,* r hwm4' r Vim ao-dIrms Wd4wm j 4A*'?;t. t' b &rs poftm W 0-rq n-luld Wes: Cave-" am # a nw rm: s. t Ar. t t4 oars ocp,4t 'a! a ice, wW2F? $ d Frg iE2a#. d as 'Mize...... —: Ts , a 4adrx .. zraasar ads 8 a tote dim 1911M yt>Tw ..vim-«-.._..,. m,.,...w.«.,..«...._». a°6tbt n"A83 P2 xfir•83s4L31&£`Y,,,,„s'ssy.iF'Sfi',A`.-..,5'14ffi A:.°E."a"„`t"'9'P., "w$"d"dE zY-rT.?L'S:t'°R'+:.rY?9 i."t riP a P Sazi9 ua#? anye ac'a rlht.„smiPran<i»13..r 2`r'r-e'°£#naaA ii°,=tsztt t,;Dsiatstls€s % it I r<rr,, s 3T,-:;.;A*s 3,;,s-,t:•:tfrus s.',t,x;cmz+2 s7 4 a °s2. ice pm=vwaa neFAFA'SYfl hRa r,•.a3 ID a aRF^,,'6 43" liv tdkff tomm bt 04 -Ty agar be t n42 muf fan. crsf cat 0* b4 zonanS + as a t 3,arF a"mva, r ,.?S o".' sats,i`.d }Me tmy Sa t A, Ckmr nzdmfhgWoo 1111111 111111111 Milli 111111111i111 loll loll 1 ill fills 91118 11811 sell ]Bill THIS INSTRUMENT PREPARED BY: Name: BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC. 8034 SUNPORT DR. #401. ORLANDO. FL. 328_ _ GRANT PIALOY; SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COPIPTROLLER BK 890" Ps 500 (1Pss) CLERK'S r 201704IL20 RECORDED 04/27' 21117 01.IM."49 P11 RECORDING FEES $1.0.00 RECORDED BY .ieckenro State of Florida County of Seminole Permit Number: I 11 0'S Parcel ID Number. 33-19-30-520-0000-1000 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 100 GREYSTONE PHASE 1 PB 65 PGS 75 - 82 1308 SANDSTONE RUN SANFORD, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS AND DOORS OWNER INFORMATION: Name: RUMSEY CHARLES Address: 1308 SANDSTONE RUN SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: n/a Aelrfrp.q, n/a CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC. Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: n/a AddrPq.q• n/a In addition to himself, Owner Designates n/a of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of 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 I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Owners Signaiuro Owners Printed Name Florida Statute 713.13(1)(g):'The owner must sign ice of commencement and no one else maybe permitted to sign in his or her stead' i State Of County Of_ 44S'h•Er"'- r t I The foregoing Instrument was acknowledged before me thlela day of r 24 j a n by C A q f '7' LS Vt,'d C.`t Who is personally known to me r 0 z r O Name of person making statement OR who has produced Identification type of I (intification produced: j u M "Li U'QI.1.Atg QUU. o V P MARTINET . O, 0011ail, stake Y„ public 024E g # GG 202 otary Sign a: he UV z cr o`P '• ` '• ,fnnt,SS10 Qec 23 .ure tes y Assa. w U., z ,.,, to1.. N1v v V ¢ ,n 4 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: LUIS COLLAZO (W Yi1hG 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: 1308 SANDSTONE RUN SANFORD FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. BURNETT State License Number: k' Signature of License H CGC061890 STATE OF FL RIDA COUNTY OF I+4 The foregoing instrument was acknowledged before 200 11 , by WAYNE T: BURNETT to me or who has produced identification and who did (did not) takan h, Notary Seal) RotPQg\o! %'ol OZO rjr Ns`0 so`,t d\% e , utY iap N pin ESQ t.j Rev. 08. 12) Print or type name this day of , who is ersonal y known as Notary Public - State of _ Commission No. C (!i C My Commission Expires: REQUIRED INSPECTION SEQUENCE BF# Cl-k Min Max Ins ection Descri Lion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: i -4,o 9t <ZA*) ;Tt43C ELECTRICA. 'L_P.EPUMIT I. Min M AC 1lnS ection Descrll tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ectionn Descri tioan Mechanical Rough Mechanical Final Minn I Mays Gas Undc Gas Roug Gas Final DEVISED: June 2014 RECORD COPY IFD, City of Sanford APR 2 7 2017 Building and Fire Prevention, 6 ft — Product Approval Specification Form J LOING Permit #— 1 — # 1 7- 1 2 0 3 spmFollD Project Location Address 1308 SANDSTONE RUN SANFO lop ' 2771 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 RD IEWED FOR CODE COMPLIANCE Roll U PLANS EXAMINERAutomatic Other Al 2. Windows Single Hung CWS 8100 FL16177.1/FL4091.1 Horizontal Slider S Casement A PERMIT SSUED SHALL BE CONSTRUED TO BE A Double HunVVI EL ALTER OR SET Fixed ASIDE ANY F THE PROVISIONS OF THE TECHNICAL AwningUQUEZ5FICIAL FROM THEREAFTER Pass Through REQUIRIN A CORRECTION OF ERROR Pro'ected Mullions CWS 1 x 3 FL9520.1 Wind Breaker Dual Action Other June 2014 Category% Subcategory Manufacturer Product Description(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 I Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u 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 aa sa 6tt'aa&ry rmmE zm. MEASURE DATE h3 } A/7A 1]n47 CUSTOMER NAME - LEAD NUMBER TYPE OF PROPERTY FLOOR No I Roof Height MEASURE TECH mumsey i ownnouse 1 12' Dan Franklin SGD 71 1/2 x 95 1/2 r E i t n.. SH t 35 1/2 x 61 1/2 3 t... ..... 1 SH 351/2x611/2 E - - 50) FL40911 ' 3_ _.... j :. y-. e a _. E SH 51 1/2 x 61 1/2 L so) FL4o9t t i c d SH 17 /4 x 49 1/43J70) FL161771 1..........— ... a MULLION 1 x 3w NOA#FL9520.1 (+/-80) ' SH 351/2 x 61 1/2 i 50) FL4091.1 Florida Building Code Online i, i ram• _ ' tVe3?j'j KIS Home Log In ! User Repistration ; Hot Topics Sutrmit Surcharge Stets & Facts uir , Product Approval s,, ,.•-°i, .? }'u y:....), PT 3C:li4 Eij.Y 14':x( F.. ii"i£. ^` I.iri .l%yf 8"'C4 6d c£'r 3I5Et L'". >f% `a `Of; . .. } piicatlon 'a9k3LiIIp FL # FL16177-R1 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 ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352)368-6922 Ext291 ekoss@cws.ec Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 Certlfications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received f C<.,I.. P1 . 1sJ.?.i i, P AAMAIW DMA/CSA/ 101/1. S.2/A44o-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Florida Building Code Online Page 2 of 2 C Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa of Products Method 1 Option D 04/14/2015 04/21/2015 04/2S/2015 06/22/2015 P9odei, Number or Name DescriptionL161'77-1 SHE PVC Single Hutlg SH-8100 PVC Single Hung Impact Resistant window. Limits of use Installation Instructions Approved for use in HVHZ: Yes Ft.1QZZ R.1 Il Ch+S-$118 (SH-8100, IMP, NoSillAnch .P.Af Approved for use outside HVHZ: Yes Verified By: I.,ucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure- t70/-70 Evaluation Reports Other, SH-8100 PVC Impact, no Sill anchors required. Safety glazing required on outer ilte above 30 ft. in HVHZ. EL161ZZ RI AE D4i n[?S1 fi PVES.N ?I? pdf FL15177 REvaiRep C S-812B iSH-8100 IMPxi NoSillAneh).odf' l Glass complies to ASTM E1300-04. F.#.1,.77 fI1 Ai= t ex (Mikron NOA 12-1017 02 orff Created by Independent Third Party: Yes EaCk tlekt Contact Us :: 1919; North Monroe Sheet Talt,,h F(,39 The State of Florida is art AA/EEO employer. CQovrlaht 2007-2013 State of Florida, :; PrbWcv Statement :: Accessibility Statement ;; Ra tlFncratPmrn Under Florida law, emall addresses are public records. It you 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 marl. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Ftorlda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have one. The emalls provided may be used for official communication with the licenses. 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 ice.. praCetst A pt4*at Axr.:tVl,;: i aCtsst 0 0rit '. Ur ro.t+:4 http://www.floridabuilding.org/pr/nr_app_dtl.aspx?param=wGEVX QwtDgvyf4ngAXh10y... 6/24/2015 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812E April 18,2015 Product Description. Series 8 100 PVC Single Hung, Large Missile Impact, 51 7/8" x 613/4" unit size, 70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1.900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5" 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.E. 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/O5, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/l.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 Is impact resistant and does not require the use of shutters 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 (I /8Ann-.090PVB- I /8A tin) inboard lite Requires Dupont PVB Int'erlayer per Miami -Dade N.O.A. 13-0129.271 Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02' 11 have evaluated the interlayer 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, R- -11 4/18/2015 ir - Lucas A. Turner, P.E. Z 0% STATE OF -'XU4u'r FL PE #58201 Lucas A. Turner 2015-04-18 22:20-04:00 SINGLE HUNG — LARGE MISSILE IMPACT M I 83" j MAX.OVE FLANGE 1. I LANGE I I- E€Gx j R 11i a i afe" MAX. UNIT IM" MAX OVERALL FLANGE WIDTH 61718` MAX, UNIT WIDTH -._.......... 471V16' GLASS Di.O........._..- 7 A S q I I GLASSDLC 33ca a•ta'• I J r MAX. 1 SASH ; ; UL HEIGHT I g ilt E B C 1 E E E a 45111GLASS DLO a Wa. ............. i MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS_ A GLAZING DETAIL—. SECTION VIEWS.................................3 EXTRUSIONS & B.O.M.- .....................4 ANCHOR SCHEDULE & NOTES.........5 INSTALLATION DETAILS.,.... .......... 6 OENERAL NOTE i. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TOCOMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE {HVHZ) AND 5 RATED FOR WIND ZONE 4 MISSILE. LEVEL D IMPACT USE AS DEFINED IN ASTM E 1093 PER THE FBC. STSFiA13 1900 SW 44TH AVE, i OCALA, FLORIDA 34474 WWW. CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "tn'X°. 4, DESIGN PRESSURE RATING:PL. E,... NEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. I a1 00 'Pvc BANGLE HUNG POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE ANT D GLASSABLESASTME- 1300-04. 1 1 a V S. ANCHORAGE: THE 331 3y STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR OAIOULATiON5, C Pw — uam; t€ 6. PRODUCT APPROVED FOR IMPACT RESISTANCE.. SHUT -TEAS ARE NOT REQUIRED. 7. ALL FRA0.4E5 ANDVENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES I MODEL DESIGNATION SH•8100. 9, THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X -: OPERABLE SASH, 0 - FIXED SASH Ci2 z U 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11, EXTERNAL WEEP SLOT = 114" z 1.114" LOCATED 4" FROM BOTH ENDS. MLIRE J 4'aolSC s .,., E N&ai." r a MAX. UNITSIZEDESIGN PRESSURE IMPACT RATING RATING 51- 7/8" x 61-3/4" 70 PSF LARGE MISSILE IMPACT Lucas A. Tumer 2015- 04-11 15: 15-04:00 J: Na 58201 `;'P 4 C STATE. OF s ? u 4FZ LUCAS A. TURNER, P. E. FL PE # 58241 1139 JABARA AVE. NORTH PORT, FL U288 PH. 941-380-1574 IEET DESCRIPIICN: GENERAL ROTES AND ELEVATIONS BAT 08118112 CWS- 812 E u... SHI ET 1: 15 1 1 OF & TAT; OVERALL INSULATE GLASS 1l8" AN.NEA,.ED OR. TE"APERED W157 AIR,SP*AC£ I'Y' 1.MiNATE13 Csi.ASS 110' ANNEALED M' PV8 INTERLAYER 8Y DUPONT V8" ANNEALED DURAPEAL FY TRUSEAL PURFEC'1`,3LA?. "H" OR 1KAFLEX M2 VYZ° GLASS 8TE f IXEC LITE 718' OVERALL INSULATED GLASS fig" ANNEALED OR "EMPERED 7116" AIRSPACE a`:6" LA4fN' A'f.E^GLASS 1:8' ANNEALED aW PV8INTERLAYER By DUPONT tit" ANNEAI.ED DURASEAL B?'''Ri,ISEAL iRFci:':'GE,,aZE `1{" pR SiKft LEX afiP IN" ' G1.AS88TE IOX SW 44TH AVE. OCAL.A. FLORIDA34474 WwwZws.Cc 4.1 ' No 58201 QI STATE OF .; 4/1112015 LUCAS A. TURNER, P.E, PLPE# 6820 1 1 M JAAARA AVE. tiGRTH PORT, FL SAB PH. 041-380-1574 SEf" cET [sESCC'ftEPTKK4: GLAZING DETAILS BAT 06118?! 2 C$• 812 j B SHEET 1A 2OF6 INTERIOR.] 7---- llZ—lfM1%lMy*] NOTE! LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20,25-26, 36-37,44,51-52,55-56,64,67-68 WNDOW rMLMs a 1900 SW 44TH AVE, OCALA, PLORIDAW.74 www.cws,cc 5=111"Imilli STArF OF 4/1112015 LUCAS A, TURNER, P.E. FL PE * 58201 1239 JA-aARA AVE. NORTH POST, FL 34268 1 PH 941-380-1574 1 SECTION VIEWS BA-. GWSI-812 I E3 1:2 1 3OFS PARTS LIST ITEM PART # DESCRIPTION VENDOR 1 MATERIAL 1 H-6031 Main Fr„ SH, w1F€g., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/F)g., PVC, Sill Mikron Vinyl 3 H3t139 Main Fr., 5H, w?F€g„ PVC, L. Jt. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R, Jb. Mikron Vinyl 6 8-15T7 Im act Hook Keymark Alum 8 H-6027 Sash Moot. Pall, PVC Mikron Vin f 9 H-1497 Point, Sash Meet. Rail K mark Alum 10 H-6028 Sash action Rafi. PVC Mikron Vinyl 12 H•6004 Sash Side,'Top/Bat. Raiff Mfkmn Vinyl 13 5-1498 Rolm. S.S.R./S.S,R "------ _ 14 S-6064 Glz. Bd., 718" Mikron Vinyl 18 S-6013 Scm. Adept., wlNib, PVC, Horiz. Mikron Vinyl 19 S-6014 JSCM. Adapt., PVC, Vert. Mikron Vin X1 S-6029 Sash Stop;Filler, PVC, Vert. Mlkron Vinyl H-1$99 Reinforcement, San Ka mark Alum P-2190 Balance BSIrP3t159SashCam, PVC BSI Plastic P-3046 Take ut Oip EIS1 SS P-3783 Lock, Impact, PVC Interlock H-4069 Keeper, Impact, PVC Interlock Zamac P-3215 Weep Cowr w? Flap f7aer Plastic 32 1 P-3429 lWelp., 0.270 x .187 back FinSea), Gray Uttrafab 37 P-4638 1#8x 2-1?2 PH PAod, Truss, Typo A. TEK 2 Fastenal Steel 38 P3768 :fig x 0.625 Ph PH SMS Hut) City I Steel 39 P-4051 W 108 x I M Ph PH TEK, Writ. Hub City Sleet Oil P-426AW 8 x a'4 FH PH ta1#6 Hoad, TEK, W hI. Hub City Steel 44 P-3342 Seem Seater, SM-5504 Schnee 45 P-3752 Cep Plug, 1/2- Hole M8M Nylon 47 P-3438 jS'kaflex 552 or Purfect Glaze 'H" Sika/Hertkef 48 P-3352 !Set. Blk., 85 Dur., 1/S" x W' x 2" Lg, F. Lows Rubber 51 P-3861 1'em Lbl, {NFRC/DP) 52 P-3613 JOWS Lbi. (logo) Pro Label 53 Sash !SEE SHEEN GLASS 54 Fixed iSEE SHEET2 CLASS 58 P3281 !Spacer Duraseat 62 1-32t8 Screen Frame„ Hooz, - — Ailmetat Alum 63 P-3218 Screen Frame, Vert. Aiimetal Alum 64 P-3321 Screen Frame Corner Key Aiimetal Plastic 6.5 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettarwe Fiberglass 66 P-3228 Screen Spline, ,155 Die., alk- Dapa Vinyl 67 P-3029 Screen Pull Tab Summ i Alum 68 P-3033 Screen Spring, SS Fl. Screen SS 70 P-3113 Screw Support for PVC - T. Plastics Nylon 71 H4836 Alum, Fixed Rail Keymark Alum 72 5-6063 Crner, Fixed Rail Mikron Vinyl 73 S-1112 Rein;orcement, Impact i-iook KeymaAc Alum 74 P-3541 8 x tit", Pan Head, TEK Faslenai Stael LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, n, 31. 33.36; 41-43, 46, 49-50, 55 57-61 697, 11, iS17, 21-22, 29, 31. 33.36. 41-43, 46, 49-50, 55 57-61 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOT N PVC FRAME FLANGE-emi 916 F-" t/16' REINF., IMPACT HOOK - 1112 r 1 Vie" le„ tl16" PVC SASH STOP -6025 3li6"-t iiC-ST'.._....13 1f16" REINF. S.S.F11S.S.R. - 1498 1I PVC SASH Mi. RAIL-6028 1:lt5' •y F! t i[ 1 SIR, PVC SASH SIDE RAIL - 6004 V211- PVC SCREEN CATCH - 6013 IV16}... R V F. BTM RAIL-%699 0 3/1 V O a+i 8f1e"m' IMPACT HOOK S-1577 W•- 2 3116" ilia^ PVC SASH TOP RAIL-6627 112" 2 1r6- tt18" J-- b— FIXED RAIL- 1836 Sil511 _ 1 yi6" PVC FIXED RAIL COVER - 6063 571-8'-- fr- i=.Q tft6' REINF. TOP RAIL-1497 FRAME. CORNER CONSTRUCTION 4j CORNER WELD ALL SIDES) t:6 l i FIXED MEETING RAIL SCREWED TOGETHER WITH OUTEP.FRAME 1:0 t/18" PVC SCREEN SUPPORT - 6014 V4T 14 7:8' PVC GLAZING BEAD-6064 SCREW SUPPORT-3113 20MMEMSM; 19M SW 44TH AVE. OCALA, FLORIDA 34474 WW W .CV'I&OC . i v : No 58201 S i YY STATE, OF 4111/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS BAT 0SMS/12 705it ... RE .: OWS- 812 B ALE SHEET 1: 2 4OF6 V' MAX.;TYP.1..............._-.. jaj®.--..}....._.._._. --_ 17' MAX. O,C. (TYP,) 6' MAX, ITYP.j T;i I - SEE NOTE. 2 1011 1 MAX. O.C. 1'YP,j INSTALLATION AWHOR (TYP,) 1f"a ane t..... 7fS 112' w C(TgP.)__......._: NOANCHORS REQUIRED IN SILL--J ANCHOR LAYOUT - {FLAN ,ES NOTES: 1:. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, NO ANCHORS REOUIRED IN SILL, 2. SHIM AS R.EO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS- MAX, ALLOWABLE SI41M STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 111V IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SMALL 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 W RTi PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION, S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE: MINIMUMSPECIFIEDINTABLE1, SHEET 6. S. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/ChiU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, !F USED, INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT- FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I BUCK'S BETWEEN i HE PRODUCT AND SUBSTRATE, 7, A MINIMUM CENTER- rO-CENTER SPADING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: W FOR MASONRY, I, FOR WOOD AND METAL. S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHAI.1. RE PROPERLY DESIGNED 8YTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET' 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DOME BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA'AAMA 100(FIN WINDOWS), FMAIAAMA 2001FLANGE WINDOWS), FMAJWDMA 25C(BOX WINDOWS), FMAIAAMAtW DMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC No 58201 : $ I St STATE or btu: s ' {• 0 R•IwD.' 4111 C2015 LUCAS A. TURNER, P,E, FL PE # 58201 1239 UABARA AYE_ NORTH PORT, FL 34288 PH. 941 W-1574 ANCHOR SCHEDULE AND NOTES BAT 06118/12 ' OWS- 812 B A e: SHEET 1: 15 SOFB SUBSTRATE BY OTHEP SEE TABLE I PERIMETER SR..ALANT- BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION SEE TABLE ` SEALANT BEHIND — FLANGE BY INSTALLER PERTMEeFA SEALANT — BY N'STALLEP iNZIDE AND OUT SUBSTRATE BY OTH FIS SEE TABLE i TYPICAL HEAD ANCHORAGE I€N. EDGE DIST, BE TABLE I MIN, EMSEDME: SEE "TABLE 1 1/4' MAX. SHIM CTAMNUOUS DOUBLE 3/16' READS OF REMG.AZE U16f0 SEALANT AROUND PERIMETER AT ALL INDICATED POINT'S BETWEEN FRAME AND RUCK BY INSTALLER. J F114" MAX SHIM I, i MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE I VERTIGAL SECT,iON TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENER$ SU AMC -NOR TYPE MIN. EMBEDM ONCRETE (20 KSI MIN.) IT 3116" WTAPCON 1-1/2, 1•T HOLt. 2. CONCRETE (285 KSI MIN.) 3116" ELCO ULTRACON i" 1' GROUT -FILLED CMU (ASTM C-90) 3116• ELCO ULTRACON 2X MIN. SOUTHERN PINE (0-0.56) 3116' ITW TAPOONOR ELCO ULTRAOON1-3/ 8' 7/8' 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-318' 7/8" 16 GAUGE ( 0,060") MIN. STEEL STUD 33 KSI YIELD MIN) 10.16 HILTI KWIK-FLEXOR ITW TEKS SELF - DRILLING SCREW FULL THREAD THRU 0. 060 7/16 lie' ALUM. ( 6063-TS MIN,) OR 1/8' STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0. M, 7t18" SEE EMBEDMENT' EC TABLEi114" MAX. SHltd--•,' SUBSTRATE BYOTHERS SEE TABLE 1 I DOW SYSTEMS I( € 1SOO SW 44TH AVE, OCALA, FLORIDA 34474 3 wwW. cws. cC a 8100 PVCt...._ iF EADG EQIST.SEE IINSTALLATION. ANCHOR-- ....- SEE SABLE , SINGLE HUNG IMPACT f ...._ PERIMETER SEALANT........; RV INSTALLER , c,5 INSIDEANDOUTLLSEALANTSEHINO . GE BY INSTALLER I € W SECTION _ € d ANCHORAGE_ ui L L 411112015t_UCA5 A. TURNER, P.E. PERIMETER SEALANT •-----.^" BY INSTALLER FL PE # 58201 i 1239 JABARA AVE. INSIDE AND OUT NORTH PORT, FL 34268 O HORIZIX• tTAL SECTION i PH. 841.380-1574 6 BO% FRAME ItdSTALLAT!ON sRE DeDESCRIPT'K)F — -- HEAD AND SILL SIMILAR FOR BOX INSTALLATION I INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, I UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: FAWN B _ MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, ANCHORAGE BAT D: 3c CWS 812 06/1& 12 El IS INACCORDANCEWITHREQUIREMENTSASSHOWNFOR FLANGE WINDOWS, A E SHEE 1:2 6QF8 Florida Building Code Online Pagel of 3 i 3 . W. 1 ordaa E .e iO aC75 HamLog 1n ' User Registratlon : Hot Topics Submit Surcharge Stab & Pacts i .sr. siProduce) „<. Approve[ USMputiJ11USst: FieCe User tt tty ##..€y yqegulafio€ i J'r iEff+ !'r .aci Ac 'r i = £ i' a EML- t iX Arajt attan .2mh a gG1i.£ 3n.l:.Si r Akl%P€6CStis9s£ Y14t Ci 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 ekossocws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 lathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 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 10 Validation Checklist - Hardcopy Received Standard 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=wGEVXIQwtDquz931%2b4g5fa... 6/24/2015 Florida Building Cade Online 1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2015 Date Validated 04/21/2015 Date Pending FSC Approval 04/25/2015 Date Approved 06/22/2015 Somme of Products l FL # 4'Hadel, Number or Name Description 4091.1 iilll SH-8100 _ 8100 Vinyl Flange/Fin Frame Single Hung rnits of Use Installation instructions Approved for use in HVHZ: No Approved tar use outside HVHZ. Yes Verified By: Lucas A. Turner .5820, Impact Resistant: No Design Pressure: +50/-50 Created by Independent Third Party: Yes Evaluation Reports Other: SH-8100, Max. size 53.125" x 76". Glass complies FL40 1 k7 AE EtFalitep CVIS-1.S4E SH-Sit#0 Nl if with ASTM E1300-04. Created by Independent Third Party: Yes 4091,2 SH-8100 SH-8100 Vinyl Single Hung, Non -impact, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure; N/A Other. 51i-8100 Vinyl Single Flung, COX, Max. size 52" x 711, see installation dwgs. for DP, Glass corplies with ASTM E1300-04. Installation Instructions FL4081 R7 it C1V 485B (Si 1-8Y00. 52x71, NI} pdi Verified By. Lucas A. Turner 58201 Created by independent Third Party: Yes Evaluation Reports EL40 Y R7 A Ev ilR,n C V-46w6 C Y4 ?, NU p... i.h09Y R7 AEC nax (Mikr?n i 1ii02ad_fi9Cr1...;:2 Created by Independent Third Party; Yes 4091.3 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact, Limits of U Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes FL , Hd5l f F df Impact Resistants No Ver1fled 8y: Lucas A, turner 56201 Design Pressure: N/A Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", DP +67.5/-70 psf. Glass Complies with ASTM E1300- Created by Independent Third Party: Yes Evaluations Reports FL409Y. i27 A( EvalRgp._C S:442i3... 1 31fi0 74x5:3 04. Contl-ldSI,_N j pdf Created by Independent Third Party: Yes 4091.4 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head A Sill, Non -Impact. Limits of Use Installation instructions _- Approved for use In HVHZ: No Approved for use outside HVHZ, Yes FL4091 RT YI 15-492 NLI&df Impact Resistant. No Verified By: Lucas A. Turner 58201 Design Pressure, N/A Created by independent Third Party: Yes Other: S11-8100 Cont. Md. & Sill, Max. size 74 1/8" x 72', Evaluation Reports see chart on installation dwgs. for DP. Glass romplies with ASTY, E1300-04. Fl, , R7 AE Cont cl, N11 f Created by Independent'ihird .Iarzy; Yes 4091.5 SH-81£B0 Oriel w. ®. 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes FL4091 RZ Ii C4VS t93C fSH- 100, 52Ki6x Verified By; Lucas A. Turner 58201 Impact Resistant. No Design Pressure- +60/-60 Created by Independent Third Party: Yes Evaluation Reports Other- SH-8100, Max. size 52" x 96", One[. Class c.omplles rL40J1 R7._AE__E_v_alUp a C S- 43C SH-81t 7x4 with ASTM E1300-04, PILi_3 df Created by Independent Third Party: Yes http://vvwNv.floridabuildin-0.org/prt'pr _app_dt1-aspx?Tara---wGEVXQwtDguz931%2b4g5fa... 6/24f2015 Florida Building Code Online Page 3 of 3 The State of Florida is ar. AA/ECO employer. OAYCt4ht i1.1 ."a be of Florida :: Frh;acy Ct.3tnmert :: Axescsiblllty Statament :: Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to is public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mall. It you have any questions, please contact 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 ar email address It they have one. The emafls provided may be used for offlciai 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 cldck bgM. Pm,duct Rplortrva€ $cmp@a. WE.hxcx http://www.floridabui.lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5 fa... 6/24/2015 TURNERENGINEERING & CONSULTING, INC. 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 771/4" flange size Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, Fl, 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 6 1,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- 3 809-1 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-154E, 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 ill CWS- I 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- I 54E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154E Certification of Independence: I do not bave, 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. SOIS62101110 .10DREIV P4. No 58201 13 % STATE OF q40 4/3/2015 N, Lucas A. Turner, P.E. ON A FL PE #58201 Lucas A. Turner, RE 2015-04-03 10:00-04:00 AX OVERALLRANGE. SINGLE HUNG -NON-IMPACT SHOWN W/DfFFERENT OPTIONS) MAXOVERALL ,. FLANGE WIDTH MAX OVERALL 53 1!8" — 1 FLANGE WIDTH MAX, UNIT WIDTH GLASS DLO MAX. UNIT WIDTH GLASS DLO I 33'SG" 08 MAXIo1fxLAu"5 XfIVGRd4 i MAX. B LINT HEIGHT -' 30 ' 111 fiMAX. x aACxi4iiS 6 GL i HE GHT h I ri``, DL 6%= T 54 3i0" I MAX OVERALL f. RANGE WIDTH T3 118' MAX. UNIT WIDTH GLAG4 C6" LO24" MAX tt VA8HHEIGHT 45 &., F' GLASS DLO 60/ 40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 DP CHARTS & GLAZING DETAIL........2 SECTION VIEWS & ALT. FRAME EXTRUSIONS & B.O.M.- 4 ANCHOR SCHEDULE & NOTES..........5 INSTALLATION DETAILS. ................ __S fib 1,`4" MAX UN T t HE` HT303it MAX1$ F. I+— 46515' ...........-{ GLASS DLO5HI SASH ORIEL GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED FIND MANUFACTURED TO COMPLY INITH THE FLORIDA BUILDING CODE'FBC), CURRENT EDTT'o 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIMRATIONS: " W". 4. DESIGN PRESSURE RATING (SEE SHEET 2): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TA6LES ASTM E-tioo-04. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTR,i s ION TEST PRESSURE AND GLASS TABLES I ASTM E-1300-C4, U 61w 5. ANCHORAGE: THE 33 Its%STRESS INCREASE HAS NOT SEEN USED LASS ILOIN THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANCHOR DE. TAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 3. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 2371w„ SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION. GLASS DLO 7, ALL FRAMES AND VENTS FULLY WELDi D. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. SERIES 1 MODEL DESIGNATION SH-810D. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X OPERABLE SASH, 0 - FIXED SASH 10. SECTION CALLOUi'Sa FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 112" x 2-112" LOCATED 4" FROM BOl'H ENDS. LucasTurner 2015- 04- 03 09.55- 04:00 CO EQUAL 5 H10 R E 53- 1/ 8" x 76" x 68- 1/4" DESIGN PRESSURE RATING IMPACT RATING SEE COMPARATIVE ANALYSIS CHART, SHEET 2 NONE NONE 60/ 40 ORIEL 53-1/8" x 62-1 1, " NONE 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W .CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT z w ` w e 7 a a C' : t+''PyJ[ 7RE44jj STATE OF 41312015 LUCAS A. TURNER, P.E. FL PE' # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PK 941- 380-1574 GENERAL NOTES AND ELEVATIONS AWN ..__ jaAT€:..........__ BAT 04129i08ii4? 291C8 e13N-— IN CWS-154 ` E uE _ .......... _ SHEET 1; s3. a3 4 1 OF 6 Unit_ Sash uesl n Pressures [ P5F with Glass Types A, B, C, or D Unit Widths in, Heights(in,} Heights(in-) 23 1/2 27 1 2 29 1/2 31 ij2 35 1/2 39 1/2 1 41 1/2 43 1/2 47 1/2 51 Sj2 53 1/83,5 1/2 17 50 / -75 50/-75 50 / -75 50/ -75 50/ -75 50/ 75 50 / -75 50 j -75 50/-75 50 / -75 50/-75391/2 19 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 S0 / -75 50 / -75 50/ -75 50/-75 50/-75411122050/ -75 50/-75 501-75 50/-75 50 / -75 50/-75 30 J -75 50 / -75 50/-75 50/-75 50 / •73.1431/2 21 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-73.4 50/-70.6471/2 23 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-6&9 50/-%2511/2 25 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50 2-7 50/-65.2 50/-62.6531/2 26 50/-75 50/-75 50 -75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-71 50/-63.6 50/-61551/2 27 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-69.5 5D/-62.1 50/-59.5591j22950/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50%-66.8 50/-59.5 50/-57631J23150/-75 50J-72.9 50/-72 50 -71.6 ' 50/-71.6 50/-71. 6g+50/ 50/-71.6 50 646 5p/-57.3 50/-5C8651/2 32 50 / -73.2 50 / -69.1 50 / -68 50 / -67.4 ' 50 / -67.3 50 / -67.3 50 / -67.3 50 / -63.6 5p / -56.4 50 / -53,9671%2 33 50 / -69.8 50 / -65.6 50 j -64.4 50 / -63.7 50 / -63.4 50 / -63.4 50 / -63.4 50 / -62.7 50/ -55.5 50 / -53711/2 35 50/-64 50/-59.7 50/-58.3 SDJ-57.3 50/-56.5 50/-56.5 50/-56.5 50/-56.5 50/-53.9 50/-51.5743/4 36 5/8 50/-59.9 50/-55.6 50/-54.1 50/-53 50/-51.8 50/-51.7 50/-51.7 50/-51.7 50/-51.7 76 37 1/4 50/-58.5 50/-54.1 50/-52.6 50/-51.5 50/-50.2 SO/-50 50/-50 50/-50 50/-50 t'm" ANNEALED i 5 8" AIRSPACE 3 ---1,"0" ANNEALED SIKAF L E X 52OR GLASS BI'E TYPE A 18 OVERALL 7'8' OVERALL N&' ANNI-AUE0 Vgi TEMPERED 1 ;-- ll?. , AIRSPACE Yi Wg? AiS SPACE 3 M&' A¢;!,IEP;LET3 f ' TEMPERED3 jSIKAFLEX Sb2.OR. F' URFcO'; aLa.ZE"N" j It,AFLEXa6209 Ss1 I 9 Pk RrCCT GLAZE-W NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. V7- GLASS M. i 1 t '+J t 2" GL468 BETE 1 L GLASS TYPE B GLASS I YPE GLASS TYPE D M" OVERALL WIR' TEMPERED 1.. 1e AIRSPACE N16" TEMPERED SIKAFLEX 552 OR PU{ REC:7 GLAZE "H" 1' GL.4S8 BI';E WINDOW SYSTEMS ILu I960 SW 44TH AVE. OCALA, FLORIDA 34474 WWW. 4WS.CC v o z 0W ( C W c Lu Wa.a;Fjj CA O U qe i diµW ^; a a a a W', No 58201 STATE OF X 6LUCAS A. TURNER, P.E. FL PE K 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-3MI574 sr Eroes IATlblr': _.._ COMPARATIVE ANALYSIS AND GLAZING DETAILS URAWN B BAT 04/29108 Uwe A: _._. CWS- 154 E t: t SHEET 2OF6 INTER€oR 6140"Ka ll:' 7 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION C-C ALTERNATE FIN FRAME SECTION A -A NOTE: ITEMS NOT SHOWN FCR CLARITY, 26, 23. 26-25, 31, 35, 37, 44, 51-52: 55.5$, 64, 67-68 1900 SW 44M AVE. OCALA, FLORIDA 34474 www.cws.cc 0 L STATE 09 ,4, r m.-__...... 4f3t2C11 _ LUCAS A. TURNER, P.E. FL PE # 682fl1 1239 JASAPA AVE. NORTH PORT, FL.24238 PK 941-380-1574 SEC ON VIEWS P,Ai 1 041299/08 fu,: r".V.: ........ CV4S-154 E K, k __....... SHEET 1:2 PARTS L€5T I'I"€RA PAHi'# L€£SCR€PTKSN VENDOR MATERIAL 1 H-6Q31 Main Fr., SH, wtFl ., PVC. Haad Mlkron Vinyl 2 6031 Man Fr., SH, w1FI ., PVC, Sill saikiL+n Vinyl 3 F{-50.31 Main Fr„ aH, wrFlgj., PVC,.L. &, Mikron Vinyl 4 4 - 3 Main Fr., SH, w,+F1g„ PVC, R. Jb, Mikron Vinyl 5 H.18.`36 Meet, fti, Fxd. Ke mark Alum 8 H-60 77 Sash Meet. Rail, -PVC Mikron Vinyl 9 H-1497 Reinf Sash Meet, Rail Keymalk Alum io H-6028 Sash Bottom Flail, PYC Mlkran Vinyl 12 H-DOW4 Sash SiderlopiBot. Raiff Mikron Vinyl 13 S-1496 Rolm, S,B,R,iS.S.R Ke mark Alum 14 T S-6064 Glz. Bd., 7;g ,Fxd.. Harz. Mlkror€ Vinyl 15 j S-6064 iafz. Bd., W8%Fxd., Vert, Mlkron Vinyl 16 S•C #i40d., WB%Sash, Horiz, Mlkron Vinyl 17 8-6164 Glz. $d., 7.+8",Sash, ert. Mikron Vinyl 16 S-6013 Scrn. Adapt., wlNb. PVC, Portz. Vlkron Vinyl 19 S-6014 Scm, Adapt., PVC, Vert, Mikron Vinyl 2D S-9 Sash Stop 1 Filler, PVC. Vert. MlkYon Vinyl 24 P•2190 Balance BSI 25 P-305€3 Sash Cam, PVC BSI Plastic 26 P•3046 Take O.P; Clip BSI SS 27 P-$783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, impact, PVC Interlock Oman 30 e-4479 Weep C. r wl Flap Gaer I Plastic 32 P3429 Wst ., 0.270 x .187back F'nSeal, Gray Ultrafab 33 1511 Wsap0,270 x back Flr6aalray Uliralab 3429 PWtp., 167134 7 backRnSeal, Gray Ualrafab P-342S Wstn., 0,270 x .187 back FinSeal, Gray Utrafab R36E 3426 YJsp., 0.270 x.t87 bnok FinSeat, Tray Ultmfab P-4638 8 x 2-V2 PHMad. Truss Type A, Tak 2 Ajax Steel P-3768 8 x D.625 Ph PH EMS Hula Ckty Steel 39 P- 4051 W 6 x 1,2 0 Ph FH TEK, Wht, Huh City Steel 40 P- 4264 6 x 3f4 FH Pin wi#6 Head, TEK, WIN Hlab CiT Steel 44 P 342 Seam Sealer, SM-5504 Schnee 45 1 P,3752 Cap Plug; 1!2" Hole M&M Nylon - 46 1 P-3436 ISMaaex 552 or Purfect Glaze "H" SikatHankel 48 P- 3352 Set, Bik., 85 Dur., 118" x 5!8" x 2" Lg, F. Lore Rubber 51 P- 3881 Temporary Lill. (NFRC'DP 52 P- 3613 CANS Lbl, (logo) Pro Label 53 Glass, Fixed (See Shut 3) 54 Class, Sash (Sae Sheet 3) 55 P- 3281 Spacer (see Sheet 31 Duraseal 56 P 3281 Spacer (sea short 3) f?uraseal 62 P• 3218 Screen Frame, HoO2. Alimetat Alum E3 P- 3218 Screen Frame, Vert, AlImetal Alum 64 P- 3321 IScreen Praise Gomez Key Alimatal I Plastic 65 P- 358t fSoreen Clot:":, 18 x 16 Fiberglass SWOrWe Fiberglass 66 P- 3228 Screen Spline, .155 Cia., RIK Dana Vinyl 67 P- 3029 ScmenPull Tab Summ4 Alum 68 P- 3W3 Screen Spring, SS Fl, Screen SS 69 H- 6026 Main Fr., SH, wfFin., PVC Mikron Vinyl t# P- 3113 Screw SuvP:s€1 for PVC gq*rT. Pla. stns Nylon 71 S- 5063 Fixed Rail Mikrorl Vinyl i I LINE ITEMS NOT USED: 6-7, 11, 21-23, 2S, 31, 41-43, 47, 49-50 67-61 NOTE: ALL EXTRUSION AF w PVC FRAME FIN H-6025 I , 3 tr€ 6' PVC FP. ANIE FLANGE H-8031 PVC SCREEN SUPPORT S-6014 t 5t6" ia PVC. SASH BTM. RAIL H-6028 t 5J8" PVC SASH SIDE RAIL H-6004 I ICY PVC SCREEN CATCH S-6013 1r16" REINF. SASH MTG.. RAIL H-1497 REINF. SBRISSR S-1498 SCREW SUPPORT P-3113 ALUMINUM 6063- T6 UNLESS OTHERWISE NOTED. 2^afi6" 18 1 8" PVC SASH MTG, RAIL H-6027 i 21ta" °.._. .... Illy' I i I -. v, FIXED N T0, RAIL H-1636 f 3? 16" 1116" PVC SASH STOP S-6029 t 14"" -- t We* 15 t PVC GLAZING BEAD S-6064 5716' PVC FIXED RAIL COVER S-6063 FRAME CORNER COMTRUCIION CORNER WELD TALL SIDES) 13 i FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAVE 18 wiwow SYSTEMS L 19€ 0 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS, OC s 0, 1111 * E No STATE OF :- LUCAS A. TURNER, P.E. FL PE # 582D1 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941. 380-1574 EEMMMMMIMM BAT 04129! 08 GWS-154 E nI, v: SHEET 1: 8 4OF6 IV MAX a" MAX. 6' MAX, 16 MAX. CTVP 4" IT 4' (T ANfi,,", j jC}R LAYC?L€T" - tFL4NG E1 mm A" MAX. (TYP)- 4' MAX. (iYR) a• MAX O.C. Ty'.) THRU FRAME ANCHOR MEETING RAILMEETIINGPA AT RXEa MEETING RAII C;FNTYP.) NS'TAU.ATiON kN(',RORS TYP. TE 2 INSTALLATION ANCHORS TYP, NOTES. 1. INSTAL[. ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STAG K TO SE IM*, USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE i, SHEET 6. 4, Al.L INS'€'AI.I.ATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTB: PROTECTED TO PREVENT REACTION. 5. iNSTALI..ATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TdiAN TWE MINIMUMSPECIFIEDINTABLE1, SHEET 6, 8. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETFJ`CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1 X BUCKS AREOPTIONAL. 7. A MINMUM CENTER -TO -CENTER SPACING SHAH.. RE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" 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 INSCALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTASLEI, SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9, SEALING AND FLASII€NG STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALL,'TION SHALL BE DONE BY OTHERS FOLLOW NI G THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAJAAMA100{FIN WiNDC1A,lS), FMAIAAMA 200(FLANGE W iNDOWS). FMA'WDMA 250(3OX WINDOWS), FMA!AAMAVDMA 300{EXTERIOR DOORS) 1600 SW 44TH AVE. OCALA, FLORIDA 34474 WWW. CWS.CC la 10'o a Iw iw w SS 44 a Qlal!Ejwf; a J a t Ne 5fl2Ct :; 33'y 3 o STATE OF .AQ foomso A/ 312015 UCAS A. TURNER; P.E, FL PE # 58201 1239 JASARA AVE. NORTH PORT, FL 34298 I' ll, 941-380-1574 I ANCHOR SCHEDULE NOTES BAT 04129/08 Dwu— r** AEB.i CWS- 154 E SCALE: SHEET 1: 25 5 OF 6 TYPICAL HERD ANCHORAGE MIN. EDGE DIST. SEE. TA6LE1 SUSSBBY TABLE Sr, 'e 4 MEN. EMSE©ME'. IPERIMETER SEALANT SEE TABLE 1 INSTLLER INADO4h9SiCEANDOUT . i SEALANT BEHIND ....- FLANGE BY INSTALLER —114" MAX. SHIM INSTALLATION SEE TABLE T 114' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER S PERIMETER SEALANT.. i MIN. EMBER:f.E':d` BYINSTALLERSEETABLE1INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE Y i—MIN. EDGE DIST. SEE TABLE 1 A SECTION VERTICALL S TYPICAL SILL ANCeiORAGE MIN, EMBEDMENT ......... SEE TABLE I r. SUBSTRATE By OTHERS 114' MAYi .SHPA SEE TABLE I MEN_ EDGE LUST SEE TABLE 1 14' MAX, SHIM MIN. EDGE DIST, SEE TABLE 1 INSTALLATION ANOI4OR SEE TABLE 1 PERIMETER SEALANT BY INSTAL LER INSIDE AND OUT EALA, Ps°.T BEHIND FLANGE BY INSTALLER. S 14DR20NTAL. SECTION 6 TYPICAL..TNIS ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FR NKzE CONCRETE (2.0 KSI MIN.) e.-..._... V16' r.WTAPCON 1" a" FLANGE mLUJvv um UmUu,- 1" 2- FLANGE fl NCRETE (2.85 KSI WN,) 31t8" ELCD ULTRACON je.--__ 1 ..._,_,. FLANGE GRQUT-FILLED CMU (ASTM C-80) VIV' ELC.OULTFV Ct3 1 114" 2-11 FLANGE 2X MIN, SOUTHERN PINE (G-0+65) 16" iTW TAPCON OR ELCO ULTRACON 7rg FLANGE 2X MIN. SOUTHERN PINE (G-0.55) 10 WOOD SCREW i aw 7,'8 F';.. ANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) io- 16Hun KwiK-FLEX oR rrw TEKS SELF - DRILLING SCREW ULL THREAT) THRU 0. 060" 7116" PLAitiGE 7, 8' ALUM. (6063-TS MIN,) OR VS' STEEL ( 33 KSI MINA 910 GRADE 5 SELF -TAPPING 1 DRIU-ING SCREW FULL THREAD THRU 0, 125' 7T18" 2XMIN, SOUTHERN PINE (Cz=0,555) 10 WOOD SCREW 1•tJ2 1f2" SUBSTRATE BY OTHERS SEE TABLE 1 t . BEE TABLE 1 tip PERIMETER SEALANT i 9Y€ NSTALLER INSIDE AND OUT INS SEE TABLEi'V ANCHOR SEE TABLE1SEALANTBEHIND PIN BY INSTALLER t" C HORIZONTALSECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR PIN INSTALLATION 1900 SW 44TH AVE. OCALA, FLORIDA 344,74 W WLN. CtNS.CC 4 Lo CL a IXWQ! iS L a ac'ciu a r NO 58201 ol 5 LUCAS A. TURNER, P.E. PERIMETER SEALANT INSTALLER FL PE # 88201 1239 PA AVE- IN INSIDE ANDOUT NORTH PORT, FL 34288 D HORIZONTAL SECTION PH, 94'?380-1574 Qr- BOX FRAM FRAtsf,E €NSTAI.I-kT N 3NrE'f EfEacRiPTIQN: SIMILAR FOR SILL AND dAmBS FAR BOX INSTALLATION 1 INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, I UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DAWW-N BY. ... DATE — — MIN, V4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED RAT ffwa 04129/ 08 INSIDE AND OUT, FULL PERIMETER. BY INSTALLER. AFY.: PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-164 E SHOWN FOR FLANGE WINDOWS, Muff— SHEET 1:2 6 OF 6 Florida Building Code Online y Pkurvi D m. ocn , BOS Hone j Lop In ; user P&gistra#an Hot Topics 4Busines5(,,', Profess"s, lsrCB uct A pT I Regulation x s4Dmit Surcharge staffs a Facts w;;lr <, ?'44."..ir .f &+ t°. .A=„i''. i P.s ..td Ci}L CtQn . ? n.DLc it93) LEs# ? Appilc... Dat'3 d FL # FLi1103-R2 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/Emall 1900 SW 44th Ave. Ocala, FL 34474 352)368-6922 Ext291 ekoss@cws.ec 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 Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer W 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 Validation Checklist - Hardcopy Received stwulaw AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1.300-04 ASTM E1886-02 ASTM E1996-02 TAS 201/202/203 Yet 2005 2004 2002 2002 1994 http://Ww-w.floridabuilding.orgil-prlpr-a-pD-dtl.aspx?param=wGEVXQwtDqttaGslp3GvutO... 6/2 /2015 Florida Building Code Online C Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products Model,Number or Nome Description vDSGD-8900 PVC Sliding Glass Door. SGD-6900 PVC Sliding Glass Door. Limits of Use installation Instructions Approved for use in HVH . Yes F9 t ' 0 l 2 II C VSI ? 8H .--- 890ra iMPI gcif Verified Ely. Lucas A. Turner 58201ApprovedforuseoutsidetVHZiYes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures +60/-60 Evaluation Reports Other. Large Mis,s;ie, DP +/- 60 psi, Max. panel size 4" x F 11101 R2 A PuPont g NC)A 9 0t Cat Dcdf Fi11103 R2 AE EvalRe ChV 298f3 SGD-8900 Ih9P8'. Conflg. include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. FI.1.i 103 R2 AF C}taBrlex LMikr9n7 ;4QA 12-101,7 02,I`.df Created by independent Third Party: Yes sat: ,. !ZQA= 1'& . 4 The state a° Roflda is an AWEE0 emplover, o^ybrs Br[67- to eata_€si f°orlda< :: Pit racy 5 nil :: 9 e :: id Stetcr=,enk Under Florida law, email addresses are public retards. V you do not want your e-mail address released In response to a public -moods request, do not send electronk mail to this entity. Instead, contact the offs a by phone or by traditional mail. If you have any questions, please contact 850,487.1395. -Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, Ikensees licensed under Chapter 455, F,S. most provide the Department with an email address it they have one. The emaiis 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, piaase provide the Department with an email address whlch can be made available to the public. To determine If you are a licensee under Chapter 455. F.S., please click by F... http://v,ww.floridabuildin .or /prlpr_app_dtl.aspx?param=wGFVX -tDgttaGslp3 GvutO... 6/24/201 S 7== . 1239 Jabara Ave. North Port, Fl, 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 40' 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 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 12139 Jabara Ave., North Port, FL 2) Approval drawing CWS-298B, signed and scaled by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and scaled by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMAJWDMA/CSA 10 1 /1. S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental. Calcs. to support CWS-298B, signed and scaled by Lucas A. Turner, P.E. Installation: Units must be installed according 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 May be used in the High Velocity Hurricane Zone Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA # 11-0624,02' Requires Quanex (Mikron) white rigid PVC extrusions per NOA # 12-1017,02' 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" 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. gv ODRLVV !p No 58201 4/ 18/2015 Lucas A. Turner, P.E. T AT E OF &V Z C) FL PE #58201 WeL 0 R I'D. Lucas A. Turner 011a 7.18 B PA.No, i: MO HE L MAX UN11- Y x 0 TABLE OF CO&'MUS GENERAL NOTES 6 ELEVATIONS._____ -I RECTION VIEWS OXXO GLAZING DETAIL-.2 ECTION VIEWS OX&O & XO EXTRUSIONS ...... . . __ ......... . ....... 4 ANCHOR SCHEDULE 6 NOTES ................... 5 INSTALLATION DETAILS.-_ . ...... .6 AAA UNF V;1, Mera V_ . ......... 0_0 E Nir>L' GHT GENERAL MM; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED To Wll"Nomv vm COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY A',, HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FEC. N,kA. R.0Ri,-)A'i474 2. GLAZING DETAIL; (SEE SHEET 2) 3. APPROVED CONFIGU4ATIONS:"O)O((Y','OXO','XO',"OxI 1" PVC 4. DESIGN PRESSURES: SIJDING GLASS NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACTTABLESAME-1 30"4. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM F-1300-a4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Od-1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. PRODUCTS APPROVED FOR IMPACT RESISTANCE, SHUTTERS AREE NOT REQUIRED. T ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER VENTS FULLY WELDED. S. SERIES I MODEL DESIGNATION: SGD-8900, 9. THE DESIGNATION RAND 0 STAND FOR THE FOLLOWING: X--OPERABLE SASH, O-FIXED SASH, 10, SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. V1. EXTERNAL WEEP SLOT * 114 x I' LOCATED 4'FROM SOTH ENDS. X E AQ, Lucas A. It Turner 2015-04-20 rA v E or 12:30-04:00 6 MAKPANEL SIZE DESIGN PRESSURE RATING IMPACT RATING J L NO& 0m NIOR TH I VJIT, rz.. 34 68 PH, 94-n", 1574 GENEqALNOIESAND ELEVATONS ADE J. 9 m n T.V SECTION B-B PAIR OF ANCHORS AT EACH CLIP, SEE SHT 5 FOR SPACING SECTION C-C FIXED PANEL ATTACHMENT NOTE! iNPTALLATION WITH NO SILL RISER ALLUWED CI&Y WERE WATER INF'ILTgATION RE61ST_f. r-E tS N—oTREOVIRED, CD I" COVERALL Sete` TEMPERED T8' ALRSPACE 7118" LAMINATED GLASS 1" IT ANNF..ALEDGLAW 090 SENTRY CCAwI iCNDPi.AST f[d'iEPLAYEft 8116" ANNEALEDGLASS PURFEGTOLALE" H" S@KAFLEX 5s2 I31f6' GLASS SITE NY - QwSYMS1900 SW 44TH AVE, OCALaA, FLCROA 34474 www. cw.S,ec OEM No 58201 STATE Or 4/ 312016 LUCAS A, TURNER, P.E. YL PE 1168201 339 JARARA AVE. NORTH PORT, FL 34288 PH. 941 -S8SO- 15 74 SECTION' VIEWS - C xXo AND GLAZING DETAIL dG F, ate. SHEET T Z63 2 P S kWo WiNDOW XmIgms Is 1 WO SW -114TH AVE. CCALk Fk. RIDA,34 V4 41Si2015 LUCAS A. TURNER, R.E. R2 RE * 53201 1239JASARAAVE. NC Wni PORT, Fl.. 3V288 PH941.380-1574 SECTION VIEWS - 0X0 AND XO,cOX NOTES; At§flx" /os 1. ITEMS NOT SH0WN FOR CLARITY: 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. L UV w„?SS B SHEET 1. 2. 53 3 OF S PVC ASTRAGAL - 6043 s ism&, 1 71V' Yr8" 2 11f 3 PVC OUTER FRAME - 6042 REINF. - 1993 3 3 PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION I VENTS FULLY WELDED 1:10 112"-- 33i1&" 8 T.. I{ jjj' .... 2 13/6•• 3 S7Y$"— »-1tl6" 31dY$" 2Eu`8" 115ft$" p ans` !1 j PVC INTERLOCK SNAP - 5061 FIXER PNL CLIP - 42,35 FIXED PNL COVER - 1597 REINF. - 1775 HIGHRISE • 1737 anvn rear asL3 rsrirnn ....279/'i 8" SULLIVAN PVC »-2 B18'_........„.e VIC S as ROLLER TRACK - 1930 SILL THRESH COVER-97&4 PVC SCREEN ADAPTOR - 5045 3 2 2 it1&" 3116' — 111&" PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER -6040 FIXED PNL SUPPORT -1722 REINF. - 1726 NOTE: AL[ EXTRUSIONS ARE ALUMINUM &0&3-T6 UNL.ESS OTHERWISE SPECIFIED. YWC PVC WELD SUPPORT - 6046 7116°`-i W»- i 1 1/8" 9f9&" PVC GLAZING BEAD - 6037 a 9f1B^ 1 PVC SCREEN TRACK. 6041 VANDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA34474 www.cws.cc i r r 41312015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH, 941-380-1574, ADE 061Q3j08 awn: _' .rtEu CWS-298 B 2 SHEET 4aFs 0 8' MAX. Crypt 1 ANGHJR LAYOUT NOTES: 1. INSTAL TWOO ANCHORS AT EACH LOCATION, S;LI.. ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REO D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX, ALLOWABLE SHIM STACK TO BE IA-, LI reE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT, LOAD BEARING SHIMS SHALL. SE CONSTRUCTED O^ H!6H DENSITY 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 SE MADE O> OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, D!SSIMIL+AR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BEPROTECTED -0 PREVENT REACTION, 5, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INS! ALLNT"ION INSTRUCTIONS, IS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFICDINTABLE1, SHEET B, 6, ANCHOR EMBEDMENT T€3 SUBS "TRA"FE SHALL BE BEYOND WALL DRESSING OR SlUCCOt FOR CONCRETEIGMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONSTOSOLIDCONCRETEOF, GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUESTRA7E, INSTALLATIONS TO H( LOW OMU REOUIRE -n IE USE OF i X BUCKSBETWEENTHEPRODUCTANDSUBSTRATE, 7. A MINIMUM CENTER -TO -CENTER SPACING SRAL . BE MAINTAINED BETWEEN ALL. FASTENERS: 2" FOR MASONRY, !'FOR SNOOD AND METAL. S. WOOD OR MASONRY OPENINGS, SUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER €7F RECORD AND INSTALLED TO "ITIANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SNOWRI IN TABLE ,, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 9, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE. CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMk'AAMA 1Q8(FIN WINDOWS), FMAtAA .A 200(FLANGE WINDOWS), FMA;'WDMA 250(BOX WINDOWS), FMAIAAMA/WCNIA 300(EXTERIOR DOORS). VnNlow SmEms i POO SW 44TH AVE. OCALA, FLORIDA 34474 WwW.CWs.00 Nb 582G1 STATE OF 4{1015 LUCAS A. TURNER, P.E. FL PE 4 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH, 941-380•1874 ADE 06103/08 C S-296 B ALE: ....... ' SHEETA+I_F-: 120 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE i PERIMETER SEALANT— BYINZ-ALLER INSIDE AND OUT INSTALLATION SEE TABLE PERLMETER SEALANT......... HV INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES Ssi8STRATE BY OTHERS SEC TABLE 1 SEALANT' UNDERP=% HEAD 6V NST:ALLER TYPICAL. HEAD ANCHORAaE 27116" MIN .--__i~;___-------------- 4— MN, EDGE DIST, SEE TABLE 1 MIN, EMBEDMENT SEE TABLE 1 VC MAX. SHIN, IiiTEHIOR SEALANT 6ETWTEN BILL RISEN AND FRAME BY INSTALLER 1.. li MIN, EMBEDMENT SEE TABLE 1 MIN. EDGEDu. SEE TABLE 1 A VERTICAL SECTION 6 T5'PICAL Sett, ANCHORAGE b" MAX. SHIM IHtTERlCiR —_ MIN, EMBEDMENT SEE TABLE I PERIMETER SEALANT 6Y INSTALLER-----% INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 B HOR'ZONTAL SECTION s T (PICAL ATbae ANCOo TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE E OIST. METE ( 2 0 KSI MIN.} j3116' 1TW TAPCON CON I y HOLLOW OR GROUT -FILLED CMU (117 PCP MIN.) 3i16" ITW TAPCON 1" 3' HOLLOW OR GROUT -FILLED CMU (ASTM C-50) 3116" ELCO U_TRACON 1-1l4" 2-112^ 2X MIN. SOUTHERN PINE (G=0,55) 3116' ITW TAPCON 1-318' 1' 2XMINI. SOUTHERN PINE {G=0.55) 10 WOOD SCREW 1-No" 1^ 16 GAUGE (0.0W) MIN. STEEL STUD 33 KSI YIELD MIN) 10- 16 HLn KWHK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.06W 7r15 116" ALUM. (6053-15 MIN.) OR 1f8" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING J DRILLING SCREW FULL THREAD THRU 0,125" 7/ 16 FI} D PANEL CUP ANCHORS INTO: CONCRETE ( 2.0 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU 117 PCF MIN,} 8116" ITW TAPCON 1„ 3" FIXED PANEL. CUP ANCHORS INTO; CONCRETE ( Z65 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU AS71M C-90) 3116' ELCO ULTRACON 27. 16' MIN. MIN, EDGE DIST. SEE TABLE INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED C'UP THROUGH PRE - DRILLED HOLES 114' MAX, SHIM r- FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 FIXED PANEL EDGE DIST. FE TABLE 1 MAX.. XQ.O. I _----- FIXED RN L CLIP ACLPANBE LOCATED A MINIMUM j sI E DISTANCEOF3" AWAY [ I FROM ANY MAIN FRAME I ; ANCHOR INSTALLATION .._.............._..__..-.. I _ _.__ ....... ANCHOR ITYP) - G. HORIZONTAL SECTION FIXED PANEL CLIP DETAIL 6 F13CBD PANEL ANCHC7{ AGE NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL- SHALL FOLLOW THE ANCHOR TYPE, MIN, EMBEDMENT AND MIN, EDGE DISTANCE LISTED IN TABLE 1- VVITd 19W SW 44TH AVE. OCALA, FLORIDA34474 WWW. OWS.CC X."` 41312015 LUCAS A. TURNER, P.E. FL PE # 56201 1239 JASARA AVE. NORTH PORT, PL.34286 PH. 941- -1574 GENERAL NOTES AND ELEVATIONS WIA' N WY: DATE:.--._.-. ARE QCafUCfD$ rr c WFV CWS- 296 s3 AUEE ..._.........— SHEET 1: 2,67 6 OF 6 Florida Building Code {online Pagel cif 2 4 ow BaS Horne I lag in I user Registration Hat Topics Submit Surcharge Scats Facts yun i} ' r 1trctApproval 4o1+° i a'... li,s:va: e aulat'oi i r Apalimdon I.t %0 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. oc 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. ce Quality Assurance Representative Jay Lathrop Address/ Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws. cc Category Windows Subcategory 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 Lute Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner PE- s8201 Ke Certlflcations, Inc. 11 Steven M. Urich, PE 10 Validation Checklist - Hardcopy Received Li n52' i,C StmiftEd AAMA 450-06 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 yo- ox 2006 2005 2009 1994 htip:// www.florida uilding.orglpr? r_app_dtl.aspx?param=wGF.,VXQwtDgvll.IvinuJRWcZl... 5/6/2016 Florida Building Code Online Page 2 of 2 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 02/17/2016 Date Approved 04/12/2016 Summary of products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & FlangeAlum. IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes F.L,,,Q,S_2,-i7._R,¢..._tl. CWS-636A (3 in Mull iMP1P Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AL EvaIReD CWS-8368 (3 in Mull, IMP).12df Created by independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand 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 TI CWS-837A (4 in -Mull, 1lYAP),kdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other., Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalReo CWS-837A (4 in Mull, IMP),Ddf Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand Conditions of Use, 9520.3 5 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 (5.5 in Mull. IMM,Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, Large Missile Impact; tree Installation Instructions F19520 R6 AF FvalRet) f Y/S-S"16A t5 "> in Mt i) IMPi Ddf Created by Independent Third Party: YesandEvaluationReportforcompletelistofLimitationsand Conditions of Use. 6a ik Mont G4nt&.4t_ks : ; .]!I_N.4 th_fl4 Yam. zYBL.I:plisz5a Fl 1 [ hR k:..$fl7 d#4 he State of 'Florida s an AAf`LQ ezrpioyer. :; ;.L"w'3CX.itd$«"i32"dlYt °r ,5a^ilY.`1,3i: ::» Under Florida law, email addresses are public records. if you do not want your a .mall address released In response to a public -records request, do not send elearonic mail to this entity. Instead, contact the office try phone or by traditional mail. it you have any questions, please contact $50,487,1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 20", licensees licensed under Chapter 455, F.S. must provide the Department wilt: an ernail address it they have one. The email$ prlVided may be used for official communication with the licensee. However email addresses am., public record. If you do not wish to supply a personal address, please provire :'he Department with an email address which can be made available to the public.. To detetmine If you are a licensee under Chapter 455, F.S., please click hgrL. P100VCt Apgsm—I tzexei,Wl CeiitY . http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 5/6/201 b Product Description: PVC Y 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 44t` 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 50' 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, -IA, -2, -2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Tuner, 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. ssasq'pREVV`g'tia S Y d No 58201 0 IZ 4/ 2712015 1,- 0' Lucas A. Turner, P.E. 40 FL PE #58201 r r Lucas A. Turner 2015 04-27 21 0(}-04:00 ANCHOR CUP EXAMPLE HOR0,VERT. MULLTCN FOR SECTION VIEW ONLY TABLE OF CO'fTENT n GENERAL NOTES & ELEVATIONS ...............I OP CHARTS--- .. ...... ...... 2-3 SOM & EXTRUSIONS.....-.,._...........n.......,,.,.A EYTRUVON S................................................. 5 SECTION VIEWS..,....n .................._._..-.,..0-7 CONFIGURATIONS & ANCHOR NOTES ......,8 INSTALLATION 00AILS._.,— .................3.1Q ANCHOR CLIP GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH yygN T tq9 THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (LTVH.Z) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL S,W 4 11 AVE. D IMPACT USE AS DEFINED IN ASThd E 1996 PER THE FED, ALA, FL RIOt:A:.A„ FLORIDAT 3- W CC 2. CONFIGURATIONS (SEE SHEETS 2-3); VERTICAL OR HORIZONTAL. S. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. Set C REFER TOSHEETS 2-3) MULL a. ANCHORAGE: THE 33 M1 STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.B WAS USED FOR WOOD ANCHOR CALCULATIONS. T _ 5. PRODUCT APPROVED FOR IMPACT RESIST'ANICE, SHUTTERS ARE NOT REQUIRED. i 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER I _p : DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS, 7. DESIGN PRESSURES AND INSTALL NrION DETAILS SHOWN IN THIS DOCUMENT APPLY C&NLY TO TI4E MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE v3 APPROVAL. z 1 S. RESPONSIBILITY OF SELECTING FEN: STRA TTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING, CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OP RECORD, BUILDING OWNEROROONTRACTOR, 9- SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO SE MULLED TOGETHER MUST BE MANUFACTURED BY T CUSTOM WINDOWSW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL Pitt; OR EXTRUDED ALUMINUM. f 16. VERTICAL MULLED UNITS MAY BE MULLED INCIEflN TELY AS i.014G AS THE SINGLE r SHOWN TH AND HE€GHTARE NUT EXCEEDED. AND MULLIONS ARE ANCHORED AS DREW a 4 r a` xxi 11. HORIZONTAL MULLION SHALT. EXTENTS THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER, N: Na C I EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lugs A. Turner c t R Jo 2015-04-27 21:00-04:00 fasrestvciai 4J2'il2U15 LUCAS A. TURNER, P.E, FL PE # 5MI 1239 JABARA AVE. NORTH PORT, FL, 3426S PH. 941-380-1574 THEE ORKORKRIP1"ioN GENERAL NOTE ANTS ELEVATIONS 5R w —ay: _ ADE 09/27112 ee,vce: ra v.: OW-836 A E: SHEET 1:25 1 Or 1Q Design Pressure Char: (PSF) for NON -INTERSECTED Impact P C 3" Mulfion H-1758, wlth 1522 cups using four (4) #10 Screws into WOOD or METAL or 3l16" rTW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of m ullion. HOLLOW or GROUT -FILLED BLOCK require IW ELCO ULTRACONS. OPENING SIB n. 39r8O. 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 145 318 37 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 BOA solo solo G 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 Solo 80.0 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 80.0 80.0 80.0 solo 80.0 80.0 Sol 80.0 SOA 65.0 531I8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 57 80.0 80.0 80.0 80.0 80.0 80.0 Sao 80.6 80.0 80.0 80.0 80.0 65.0 65.0 65A 63 80.0 80.0 80.0 80.0 80.0 80A 80.0 78.9 76.6 74.8 72.5 65.0 65.0 i, 65 65.Q 65.0 fi5.0 65.0 85A 65.0 65.0 65.0 66.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 85.0 65-0 65.0 I 65.0 55 0 65 0 65.0 63 5 7 . 1 41 . 72 65.0 65.0 1 65.0 1 65.0 1 65.0 1 65.0 65.0 64.9 61.7 1 59.1 DP CHART IS FOR: NOWINTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS 4) #10 SCREWS INTO WOOD or METAL 4) 3I16' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 4) 114"ELCOULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK Design Pressure Chart (PSF) for NON -INTERSECTED impact PVC 3" Mullion H-1758, with 1776 dips with six (6) #10 Screws into WOOD or METAL or 3f16" r1W Tapcons or ELCO ULTRACONS Into SOLID CONCRETE or WOOD per each and of mullion. HOLLOW or GROUT -FILLED BLOCK require 114" ELCO ULTRACONS. OPENING Sig (in.) 39 45 51 67 63 69 75 StS 81 87 93 99 107 XB 114 120 126 132 138 145 318 37 80.0 80.0 80.0 80.0 80.0 SO.o 80A 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 s 42 3r4 80.0 80.0 80.0 80-0 80.0 80.0 So.O Solo 60.0 80.0 80.0 80.0 80.0 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 Sao Sao 80.0 80.0 80.0 80.0 SD,o 80.0 80.0 80.0 05.0 53118 80.0 80.0 80.0 So-0 80.0 80.0 80.0 Sao 80.0 0.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 w s7 Sa.o 60.0 6a.o 6a.o eo.o 61).o ao.o ao.o Solo 60.0 60.o solo ea.o 6s.o 65.o es.o L 63 80.0 solo 80-0 80.0 60.0 80.0 80.0 Sao Sao 80.0 80.0 Solo 65.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65 0 65 0 65 0 65 0 68 85.0 65.0 65.0 65.0 65.0 650 65.0 65.0 65.0 65.0 5.D 65.0 72 65.0 65.0 65.0 65.0 1 65.0 1 65.0 65.0 64.9 1 61.7 1 59.1 1 56.9 7 OP CHARTIS FOR: NON4NTERSECTED IMPACT 3' MULLION 1755, HORIZONTAL OR VERTICAL, USING (PER END): 1776 CLIPS 6) #10 SCREWS INTO WOOD or METAL 6) 3, 116" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 6) 1f4' ELCO ULTRACONS INTO HOLLOW or-SROUT-FILLED BLOCK TW€N VE11-7 t.MUt .71 1 .... OPENINGSIZE TR`: FLE VERTICAL. WJLLION TPANSOM OVER T N YE'RTICAt.. MLit.i_!ON d II h--- OPENINGSIZE- 1 NOTES: 1, THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHMVN IN VASHES) THROUGH THE. USE OF: MULL EAR CLIPS. AN INTERSECTED MULL BAR Wit.L Ai WAYS BE ATTACHED TO THE 3UASTRAT'E AT BOTH ENDS. S. NON - INTERSECTED MULL BARS CAN SE A'ITACI IED OVER lRiTt. E TOTHE SUBSTRATE AND OTHER MULL BARS. TWIN 7'Awl' e TlM lm'PLE N iUONTAL NUU. tt%'d tNJP. ZpMAI}AUtLN)Pe WOR7,WAL.MUM 7I_- m OPENING -.-..-- ................ p SIZE I OPENING t€ZE f-- °'-" MULLLENGTH ^---MULLLENGI'H NIULL LEMTf1 WINDOW SYS'i` MS LQ,I- 1 WO SW44TH AVE. CZALA, FLORIDA 34474 Www' Gw6.CC 3" PVC MULL BAR IMPACT i EAd : rL° 1 w:iE I 4r„' ua` r10, LUCAS A. TURNER, P. E. FL PE * 582DI 1239. lABARA A'6E. NORTH PORT, FL 342se PH. 941.380-1574 DP CHARTS NON -INTERSECTED MULLS ADE OGWI12 CWS- 836 A sraLE: SHEET 1,1 2 OE 10 Design Pressure Chart (PSF) for INTER ECTED Impact PVC 3" WIII0n H-1758, w(th 1522 cilps using Tour (4) 910 Screws Into WOOD Or METAL or 3t18' ITWTapcons into SOLID CONCRETE or WOOD, or 1775 dips with six (8) 010 Screws into WOOD er METAL or 3A16' ITW Tapcons Into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 114' ELCO ULTRACONS. OPEMING SIZE n. 39 1 45 51 57 W 80 75 318 81 87 93 99 110 3M 114 120 128 132 138 145 318 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 c 42 3A4 50.0 50.0 50.6 50.0 50.0 5010 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 48 314 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 53118 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 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 83 50.0 50.0 50,0 50.0 50.0 60.0 0.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 8S 50.0 50.0 50.0 50.0 50.0 50.0 50.0 SOA 50.fl 50.0 50.0 W 0 49.8 47.8 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 5fl.4 45.4 44A d•'„'- 75.375 50.0 50.0 50,0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.4 DP CHART IS FOR: INTERSECTED IMPACT3' MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): 1522 CLIPS 4) # 10 SCREWS INTO WOOD or METAL 4) 3!1 E" !TW TAPCONS or ELCO ULT.' INTO SOLID CONCRETE or WOOD 4) IX FLOG ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 1767 CLIMB 6) 910 SCREWS INTO WOOD or METAL R V16' ITW TAP GONS o, ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 6) 114' ELCO ULTRACONS INTO HOLLOW or GROLIT-FILLED BLOCK IsamAltPl. 6. VESTrAL MUL .Inn T 6T 2SIZE HORIZONTAL MULLION W hfFISINGLE( TWIN e OR JTRIPLEJ 1 iUNITS BELOWL_ W; LL LENGTH -.--mod iN W "TTEMa %J Wt1 SW 44TLi Ai,T, C) CAI.A, FLtAICA ,A474 vr a.rw}.ccPVC 30' PVCTIMPACT T MULLBAR IP LUCAS A, TURNER, PIE l P E # 58201 1239 ,1ARARA AVE. NORTH PORT, FL 342PS PH. 041- 3BD-I574 NOTES: DP CHAM 1, THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN SOLD, 2, AN INTERSECTED MULL BAR HAS OTHER MULL asuim 6V= T--- BAR(S) ATTACHED TO IT (SHOWN IN DASHES) AIDE 627112 THROUGH THE USE OF MULL BAR CLIPS. AN EIS INTERSECTED MULLBARWILLALWAYSBEvpEv ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWC-836 i A 3. NON - INTERSECTED MULL BARS CAN BE ATTACHED W_-....__..._._,........._SHEET ace TOTHE SUBSTRATE AND OTHER MULL GARS, 1.` 3 OF 10 TEM I PAR€ # IDESCRIPTION 1 1 H-1756 11 316' x 3" MIJUJON TUSE 2 IVO OR #12 HEX WASHER HEAD TEK SCREW 'see note bel 3 1 #10 x 1 17, PANHEAD PHILIPS ZINC d 10 FLAT WASHER 7 S-1897 ;MULLION CLIP 8 SEALANT 9 S-1695 DRIP CAP 10 5-1696 FLANGE ADAPTER 11 S-6016 IMULLK3N INTERIOR COVER P3d86 MULL BARCAP F- 1522-D13 13"SLOTTEDNEW CONTRUCTION FN MULL CLIP F- 1522 006 ':3` SlOii ED T CLIP NF-1767-00YL-An QLE 3" MULL CLIP, STANDARD F- 1767 4FeCL €L-ANGLE 3" MULL CLIP, FIN, LEFT F- 1767.4O04R L-tiNGLE 3° MULL CLIP, F(N, .IG 010 HEX WASHER HEAD TEK SCREW 1# 10 FH TEK SCREW LINE ITEMS NOT USED: 5- 6, 12 FRAME TYPE OPENING r' ULLBAR CLIP F. 1522.XXX} L" MULLSAR C F- 1767•XXX' FLANGE NEW F-1522-013 F-1767-001 RETRO F-1522.006 F-1767-001 FIN NEW F-1622-013 F-1767-0DkL& RETRO F-1522-013 F-1767-004(L& BOX NEW NOTRECOMMENDED F-1767401 RETRO F-1522-006 F-1767-001 USE WOOD SCREW SIZE (410 OR #12L SPECIFIED IN WINDOW UNITAPPROVAL DOCUMENT 1r:w 4 m f Q-) Df'- i7: 4f' sw180 R t1f S.7„Iv INYERIG s V a3 nrsC95 FLANC7 ADA.P':"EI.:i'1 SW I TOP' IRV i F 2 V16` 1 W16" 1'6" 3' MULLBAR 1-I=1759 i___ MULLION CLIP S-IN7 1 b k ii 15t; 11wIT { 2 k 2, 21' 2 ii4` r--yta• J 2 F.15.32E-013A r NEW CONSTRUCTION I FIN INSTALLATION SCORE, BEND AND <3REAK TO REMOVE FIN FOR R A.E' 'O AT 7 AGHEMENT TOMULL BAR iiETA!LA 7"YF. FIN FRAME 3=1 NOTE; ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 9 5; P 3ttg* LU AS A. TURNER, P,E, F-1622- Do6 F;. FE # Efl,11 RETRC7 !RANGE CLIP 1239 JASARA AVE, NORTH PC - IT, FL 34PSE Pi-1. 94i-0-157& 69EET 02', CR9PTI€Nl;.__...._..__.__ BOO AND EKTRUSI NS t?AYvh k34'.' A:E. ADE )9r^ V12 CWS-M A SHEET 1: 2 4 OF V) T - tIN y t S 44TH AVE. OCALA., FLORIDA $ 4474 PVC MULLB: IMPACT I Asa I UZ G° 7 r E per' L"ANGLE 3'MULL CLIP, FIN (LEI'7) F-1767-WL ANGLE 3" MULL CUP, FIN (RGI-M, F-I 787-004F1 FRAME TYPE OPENING I . FLANGE NEW F-1522-013 F-M7-001 RETRO F-1572.006 f-_176700' 1900 SW 44TH AVE FIN NEW F-1522-013 F-1767-004(L&R) CICALA, FLORIDA 34474 RETRO F-fSnAM3 F-1767-004(L&R) WwW.-^"Zc BOX NEW NOT RECOMMENDED F-1767-001 PIETRO P-1522-ODO F-1767-001 3" PVC MULLBAR IMPACT z T iLu 711 S' THRU (TYM FCUTUDE T 1. t V ANGLE 3'STANEIARD MULL CLIP - F-1767-M1 LUCAS A. TURNER, P,E. FL PE 4 582011 1239 JABARA AVE. NORTH PORT, FL 34288 PI- L 941-380-1574 EXTRUSIONS 59AWT14 T ADE 09J2711 2 w- OWS- 836 A SEET 12 5 OF-IO BEAL BEHIND FLA PRIOR TO ATTAC TO MULLION HORIZONTAL MULL BAR .E T9Ot 1 FUNGE FRAME W Ih09W SEAL BEHIND FLANGE—/ (%, ISEE DETAIL S} PRIOR TO AT"YACHING TO MULLdON FLAN:aE FRAME WI.N[)C7W SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION gz F[N MUST BE REMOVED WHERE WINDOWS CONNECT TO MILL A MWAL ft BAR SECTION 6 WtNl70W FIN MUST HE REMOVED WHERE W€NDUWS CONNECT TO MULL SEAL BEHIND FLANGES—y PRIOR TO ATTACHING I SE.E DETAIL B ) TO MULLION e1 VER-rICAL MULL BAR SECTION i FIN FRAME WIN K! I WC SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW SOG INC MULL BAR APPLY SEALANT ALONG FULL IMPACTLENGTHOFWINUOWFRAMEi GROOVE PRIOR TO ATTACHING ` COVER v a.:> A VERTICAUHORIZONTAi MULL 0AR Se'-CTION ° BOX FRAME WINDOW ca en APPLY SEALANT ALONG FUIS. L PRIORTOATTACHINGGROOVELBAR ADAPTOR 8TATE OF r— y{RiA icaL'aa DETAIL A - 772015 _...__ LUCAS A. TURNER, P_L_ APPLY SEALANT ALONG FULL FL. PE 4 58MILENGTHOFMULLBARGROOVE PRIOR TO ATTACHING FLANGE 123H JARARA AVE, non ADAPTOR NORT} I PORT, FL. 3423A L PH, 4,ao_1sa4 SECTION VIEWS MULLS s '6'RaYr'n:Dv: b7crp=:_`__ m• ADS, 09127112 DETAIL B OWS-836 A SCALE: SHEET 1:2 & 0--10 SEE NOTE SEE NOTE 4 r 5- NORM TO 3- VFrT, MULLSAR SECTION FLANGE FRAME WRETOW- TOP VIEW FIN FRAME I ii SEE NOTE 4 f '5 ( 1 EAfCUP) 6"\ 4- HoRrz. TO 8-iERT. MULLBAR SECTION FOR SEE NGI E I SECTION VIEW A -A 01- R17-161 o No .5ml lAtlr MAX EDGE DISTANCE L STATE OF SEE NOTES 1 & a i EAJCUP) SEE NOTE 4 0, C HORIZ TO B' VERT. MULLEAR SECTION FLANQrFMWFV(I -oW-- ASA,'rURNEFL,--E FL Pr-'. 0 5132.01 1239 JABARA AVE. NOTES: NORTH POST, rL,'9288 PH, 941-380-1574 T. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS IR (OTY 1) AND 20 !QTY 1), AS EEF L--gCg- SHOW NABOVF- T SECTION VIEWS P- PRE -DRILLED HODS (TtiRUKVrUP16r,;BYTHEINSTALUER, MULL INTERSECTIONSMkYBELOCATEDASNEEDEDWHILEMAINTAININGAMINIMUMCUPEDGEDISTANCE OF 9132'AND A MIN'MUM CENTER 10 CENTER SPACING OF 1&', S. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO MULLBAR CONNECTIONS, ADE 09/27112 REGARDLESS OF ORIENTATION (Le., HORIZONTAL OR VERTICAL). THE FULL LENGTH wwa —p--rein— MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING kAU.Ll-. i CWS-838 I A 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL f.%ia. INTO MULL SHEETCLIP, PRE -DRILL PILOT HOLE 7HRU ALL MATERIAL. 7 OF 10 TRIPLE VERTICAL Illu _u aN OPENING OPENING SIZE I'W'I` ROR17ON TAL L€UMION v I CtF € p„---' MULL I-ENCTH TRIPLE HORiZ W, AL MUI.UUN F OPENING 81Xjj£ u T-- TRANSi']3wIOVER TWIN TRANSOM OVER TRIFLE VERTICAL MULLION WERT-CALMULUON TM9WITIIPLE H) R€ZCKTAL t>xLIWON I— MIJU, ?.ENGTH — MULLLENGT}I OPENING S€iE ____.« . -« OPENING SIZE NOTES: 1. THEMULL BAR IN E OCtIS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD, 1 d 2. ANIdi'FRSFC. TEp ATUI.L SARI HAS OTHER MULL WLN S t BAR(5) ATTACHED TO IT (SHOWN IN DASHES) . 1900 SW "TH AVE, THROUGH THE USE OF MULL BAR CUPS. AN COMA FLORIDA W74 INTERSECTED MULL BAR WILL ALWAYS BE 64ww'OWS.CC ATTACHED TO IRE SUBSTRATE AT BOTH ENDS. 3. NONANTERS- 50I ED MULL. BARS CARS BE ATTACHED 1 TO7HESUBSTRATE AND OTHER MUI.1 BASS. PVC MULL BAR IMPACT TWINITRIPLE HORiZONTALMULLION VERTICAL MULLION Z- 1SINGLE) 2 y TwN OR TRIPLE( j UNITS O W BELCi i_.... OPENINGWE — MULL LENGYH __, -«•8 NOTES: 1- AT M€ JLLM4 LOCATION, ATTACH WINDOW UNITS) TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS., IF ALIJMINIUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL. DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT T0WOOD SUBSTRATE„ USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED? IN i'HE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE: (3) THREADS OF RENETRATION BEYOND THE INSIDE WALL OF MuLLBAR. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW INGE, SEE TABLE 1, SHEET 0. 3, ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISMMU AR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST" BE PROTECTED TO PREVENT REACTION, 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTUREWS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE I, SHEET S. 5, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONC,RETE,,,CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD SUCKS, IF USED, 6NT0 SUBSTRATE • iX BUCKS ARE OPT€ONAI_.. 8. A MfNIMUM CENTER-TO-CFNTER SPACING SMALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-S, 7, WOOD OR MASONRY OPENINGS, SUCKS AND SLICK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MELTTHE MIMMUNi STRENGTH REQUIREMENTS AS S40WN IN TABLE-, SHEETS, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENT& FMA,''AAMA IOC,( MN WINDOWS). FMAiAAMA 200? =FLANGE WINDfJWS), FMA1 VOMA 250(BQX WIND 19), FLWAAMA+4YDMA 300(EXT.ERIOR DOORS) WCAS A. TURNER, P.E. FL PE#58201 1239 JARARA AVE. NORTH PORT, FL 34288 PH, 941-;390- t.a:+ T 5'•~3CRii3i€ OH: CONFIGURATIONS AND ANCHORAGE NOTES ars qm t% — _ unlL -- -- ADE CS127112 1.- 8 OF 10 C RETRO PIT i MULLSARCLIP MDLL BAR 1 --.--- INSTALLATION ANCHOR SEE TABLE SEALANTALONG .. .._ 1 :. I —ADD STRUCTURAL ELEMENTS OUTSIDE EXPOSED "- _ ,® AS READ TO }BAKE LEVEL. FOR EDGE' BY INSTALLER . MULL BAR PERIMETER SEALANT BY INSTALLER MIN. EMBEDMENTINSiDEANOOUT1SEE 3 SUBSTRATE 8Y OTHERS-----. ....... -- .. . SEE TABLE 1 MIN. EDGE DIST. — SEE TABLE r p`5. YERTIOAL.SECTION L,ZT'YPICAL-FI..ANGE tRETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED NULL CUP INSTALLATION FASTENERS SUBSTRATETYPE ANC14ORTYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE 2.011, BETE (2.65 KSI MIN,) 3116" ELCO ULTRACON 1-314• 1" HOL L 2-1l2 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON 1-318" WS' OR ELCO ULTRACON 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW I-31B" 716" 16 GAUGE {0,060") MIN. STEEL STUD 10.16 HILn KWIK-FLEXOR ITW FULL THREAD 33 KS! YIELD MIN) TEKS SELF-DRUING SCREW THRU 0.060 7116' 1/B' ALUM. (am-T5 MINI OR 010 GRADE 5 SELF -TAPPING ! FULL THREAD 118- STEEL (33 KSI MIN-) DRILLING SCREW THRU 0.125 7116' 1— `L" ANGLE MULL BAR CLIP TWO REM PER EACH END OF MULL MULL BAR INSTALLATION ANCHOR SEE TABLE 1 SEALANT ALONG __.... ADO STRUCTURAL. ELEMENTS OUTSIDE EXPOSED i. AS REM TO MAKE LEVEL FOR EDGE BY INSTALLER MULL BAR PERIMETER SEALANT BY INSTALLER INSIDE AND OUT E MIN. EMBEDMENT SEE TABLE 1 BY OTHERS —- SEE TABLE h-- MIN, EDGE- DIST, SEE TABLE 1 r uERTICAL SECTION Q : TYPICAL Fk,WG (" ANGLE) ANCHORAGE HEAD AND JAMSS SIMILAR FOR FLANGE INSTALLATION NOTES: I. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2, SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED W ENDOWS AFTER INSTALLATION. 3. RECESS RETRO MULLION CLIP XW MAX- FOR CLEARANCE OF WINDOW UNIT AS NEEDED. A.. FOUR (4) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2.3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2.3- 5. SEAT MUL UON TIGHT TO MULL CLIP, 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. 772ti16 LUCAS A, TURNER, P.E. FL PE * 56201 1239 JA6ARA AVE. NORTH PORT, FL 34258 PH. 91-380-1 u.Ta INSTALLATION DETAILS FLANGE ah" t"av"" " Hart; ADE C9,127112 GWS-836 A 5ctii =: SHEET 1: 9 O I0 RE1 RO FIT MllLL SAb?CLIP i MULL EAR I._ ._._.._.....__.. _...__ INSTALLATION ANCHOR SEE TABLE 1, SKY 9 EACH END OF MULL I. INSTALLATION ANCHOR SEE TABLE 1, SHT 9 o- SEALANT ALONGE ._ _.. .. - SEALANTALONGE _...._... ... - L OUTSIDE EXPOSED ,, _ "—-- i OUTSIDE EXPOSED EDGE BY INSTALLER yx EDGE BY INSTALLER EXTERIOR FIN'S>€ — --i' , MIN, EMBEDMENT EXTERIOR RNISH--- ,. MIN. EMBEDMENT BY OTHERS I - SEE TABLE 1, SHT 9 BY OTHERS t SEE TABLE 1, BHT 9 PERIMETER SEALANT BY INSTALL SEALAN T -- a BYINSTALLER V p BY INSTALLER INSIDE AND OJT ! INSIDE AND OUT SUBSTRATE BY OTHERS-- == I SUBSTRATE BY OTHERS — °' '. SEE TABLE. 1, SHT 9 .G' SEE TABLE 1, SHT 9 f e s w-1--MIN, EDGE D€ST. ram •• • — - -MIN. EDGE DIET, SEF TABLE 1, BHT S / SEE TABLE 1, SHT 9F1VERTICALSECTIONG VERTICAL SECTION 0 ` TYPICAL FIN RETRO FM ANCHORAGE \ ib TYPICAL FIN C ANGLE ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUSTSE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION, 2_ RECESS RE TRO MULLION CLIP 318' MAX. FOR CLEARANCE OF WINDO;N UNIT AS NEEDED. 3. FOUR (4) ANCHORS REQUIRED PER -r MULL CLIP, SEE SHEETS 2-v. THREE ( 3) ANCHORS REQUIRED PER 1- MULL CLIP, SEE SHEETS 2 3. 4. SEAT MULLION TIGHT TO MULL CLIP. 5, FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. WINDOW SYMMS 1900 SW 44TI4 AVE. OCALA, FLOROA 34474 WWW. GL#S.Cz yea PVC MULL BAR IMPACT j ! i Se371 015 LU AS A. TURNER, P.E. FL PE 9 58201 1239 JASARA AVE. NORTH PORT, FL 342SO H, 941- 386 15i4 6F1c£'f 6I?3PT'It5M17; INSTALLATION DETAILS FIN ADE 09/ 27i12 UVrG t; p V:....__.. _— CWS-836 A 1. I0OF10