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2402 Oregon Ave - BR18-004756 - WINDOWSCITY OF T) TA FIRE DEPART&-IENT DEC 1 )018 Building & Fire Prevention Division PERMIT APPLICATION Application No: IS-, q1 5 (.p Documented Construction Value: $ 7,973 Job Address: 2402 OREGON AVE SANFORD, FL 32771 Historic District: Yesl:]No[Z Parcel ID: 32-19-30-5GS-0000-0480 ResidentialFICommercial Type of Work: Ne dditionElAlteration 11 Repair W] Demo[] Change of UseE]Move H Description of Work: REPLACE 7 WINDOWS NON/IMPACT. SIZE FOR SIZE. Plan Review Contact Person. LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Emait:_ ofW-R ftaproducts.com Property Owner Information Name ILIEVA, ILIYA M; ILIEVA, DIMITRINA S Phone: 1'1`E -4 Street: 2402 OREGON AVE City, State Zip: SANFORD, FL 32771 Name Resident of property?: OWNER Contractor Information FLORIDA HOME -IMPROVEMENT ASSOC. Phone 954-7924415 Street: 3044 SW 42 ST, City, State Zip: Name: N/A Street: N/A HOLLYWOOD, FL. 33312 City, St, Zip: N/A Bonding Company: N/A Address: N/A Fax: 407-4728380 State License No.: CGC061890 Architect/Engineer Information Phone: N/A 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 PAVING 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 wotk, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: Januaty 1, 2018 Peanit Application 4 I - : 0 i $ # 0 # I . 6 . . # . . I , I I : 4 a a Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lion Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the exemted 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. be done in LI: I certify that all of the foregoing information is accurate and that all work will with all applicable laws regulating construction and zoning. Date S F, I'amy 1 C • P ent Date 11. FFUwna/ z Is Name N.YC put's Nam iaw 4t\' g1: 0151 A tiptz Owner/ Agent is Personally Known to Me <"\ Contractor/Agent is PersonalIX Knovn bAll ;, rNype0-04 Produced ID Type of 11) Produced ID of 11) N AE. L W IS FOR OFFICE USE ODLLY Permits Required: Building [] Electrical [] Mechanical [] Plumbing[] GasE] RoofE] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mn. Occupancy Load: # of Stories. New Construction: Electric - # of Amps_ Plumbing - # of Fixtures Fire Sprinkler Permit: Yes D No D 4 of Heads APPROVALS: ZONING: UTILITIES: Fire Alarm Permit: YcsE] NoE] WASTE WATER: RV43td, Jwwwy 1, 2018 it LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs I ------ Date: I hereby name and appoint: LUIS COLLAZO AND MAWRYS RQDRI(' I JFZ 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): 19 The specific permit and application for work located at: 2402 OREGON AVE SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYWF T BURNET-T State License Number: Signature of License H STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this 200 k4_, by WAYNE T. BURNETT to me or o who has produced identification and who Notary Seal) Rev. 08.12) Print or type name Notary Public - State of Commission No. My Commission Expires: ay of 3--G who is)"ersonally known 0 as U SCPA Parcel View: 32-19-30-5GS-0000-0480 Page I of 2 sk uur+cxe: =ex.vr r r: Parcel information Property Record Card Parcel, 32-19- 30-5GS-0000-0480 Property Address: 2402 OREGON AVE SANFORD, FL 32771-8830 Value Summary 0 0480 2019 Working 2018 Certified Values Values IA S j Valuation Method Cost/Market Cost/Market VE SANFORD, FL 32771-8830 Number of Buildings 1 1 AVE SANFORD, FL 32771 _ Depreciated Bldg Value $150.715 143,753 AT Depreciated EXFT Value $1,842 1,688 Land Value (Market) $38,500 38.500 OILY WATERFRONT Land Value Ag 20111 Just /Market Value "' $191,057 183,941 m._ __ __. _ .. Portability Adj t ; a Save Our Homes Adj $60,488 56,058 c+ t Amendment 1 Adj $0 0 P&G Adj $0 0 Assessed Value $130,569 127,883 Tax Amount without SOH: $2,671.81 2018 Tax Bill Amount $1,619.63 Tax Estimatgr s "" Save Our Homes Savings: $1,052.18 49 r, Does NOT INCLUDE Non Ad Valorem Assessments Legal Description S 30 FT OF LOT 48 & N 30 FT OF LOT 49 KAYWOOD REPLAT PB 30 PGS 27 & 28 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 130,569 50,000 80,569 1 Schools 130,569 25,000 105,569 City Sanford 130,569 50.000 80,569 SJWM(Saint Johns Water Management) 130,569 50 000 80 569 1 County Bonds 130,569 50 000 80 569 Sales Description pate Book Page Amount Qua i ied VaGImpL WARRANTY DEED 9/1/2010 07451 0699 134,000 Yes Improved WARRANTY DEED 7/1/1987 1873 1451 88,990 Yes Improved Find Comparable Sates j M....w.w_...__ ___._ . _ , a Land Method Frontage Depth nits Urnts ice Land Value LOT 0.00 0,00 1 $38,500,00 $38,500 Building Information Bed/Bath count incorrect? Click Here _ 7Aa ilt # Description Effective (F1Value Repl Value AppendagesIII 1 SINGLE 1987 7 3 20 1,503 2,308 1,741 CB/STUCCO $150,715 $173,735 Description T Aream 2FAMILYFINISH ,._ ,.......) http://parceldetail.sepafl.org/PareelDetaillnfo.aspx?PID=321930SGS00000480 11 /28/2018 SCPA Parcel View: 32-19-30-5GS-0000-0480 Page 2 of 2 http://parceldetail.scpafl.oi-glParcell)etaillnfo.aspx'?PID=3219305(iSO0000480 11/28/2018 FLORIDA a a «tFrttFe, , t t Fact MGM x, R€ VEMF&r€" Jobv aC Windom cantr4a 140MV MGM, flus. Phone: rat t w?t._._. NP CPA, kwtk,"Uweaasd"z4w fl*iwas--'g? a€i rd lei x tta S tt at9 f i, owedrow #bV.Vol *1 The os4etsta&Sedat, Via,x rteasa #esguFf a a€ ae 3acr§a i aWTM—w- Ottr at txa rs rit tax. 440 004 e. ems, d. at 5 xnietsattd a . 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BARBARA ESPARZA Address: FLORIQ6 HOME IMROVEMENT ASSOC. 8034 SUNPORT DR 9401. ORLANDO. FL. 328 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: n t DEC Parcel ID Number: 31-19-31-508-1300-0190 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 ifavailable) LOT 19 (LESS W 2 FT) & ALL LOTS 20 & 21BLK 13 2ND SEC SAN LANTA PB 4 PG 39 ; 472 ROSALIA DR SANFORD FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name: BURNS, SIGNE Address: 472 ROSAUA DR SANFORD FL 32771 Fee Simple Title Holder (ifother than owner) Name: N/A CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC. Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: N/A Address: N/A In addition to himself, Owner Designates N/A of To receive a copy of the Llenoes 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) iyhMING 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 pedury, I declare that I have read the foregoing and that the facts stated in It are true to the be of ef. Owners !Ii nalu Ow wre PdrdAd Nam Fkxida 3 4 713, t3(1)(p): • Theovtrrer must sign ate notkeofcammencortant and noors else mw bepamoWto signinNs or herstead.• State of 1' County of i i/t0 ('e— The foregoing instrument was acknowledged before me this day of% by 54U . t// V Who Is personally known to mAw^ 41 Name of person making statemant OR who has produced identification type of identification produced: // Paul Norman Notary Public State, of Florida My Commission Expires 3110/21 Commission No. FF 970481 i jib RF(Y)RD (`01)Y City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8 - 4 7 ! Project Location Address SA NF- FAT QW 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.or-g. 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 11. Z IVIF-5 M 01 Swinging R COUE GQ P1 IANCE Sliding VIII 1 1 MK Sectional WkIWE Roll"N, 771,!`F o, J- I Ht i ! Automatic DATE Other 1t 1 N H1,I Ti k7 51-777- 2. Windows Single Hung 8100 SERIES FL4091.1 Horizontal Slider CWS 8200 SERIES Casement Double Hun Fixed Awning Pass Through Projected Mullions CWS 1 x 3 FI-9520.1 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description includes 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 Water roofin Built up roofing System Modified Bitumen Single Ply Roof Systems Roofin slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory 5. Shutters Accordion -- -- Bahama Manufacturer Product Description ____ Florida Approval # include decimal) Colonial Roll u E ui ment Other 6. Skylights Sk li hts Other 7. Structural Components_ Wood Connectors / Anchors Truss Plates Engineered Lumber Railin Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WAYNE T. BURNETT Please Print) June 2014 A - DIAGRAM IF._ 8 ... Roof SH SH 52 x 48 5/8 5o) FL4091.1 MULLION i x 3 NOA# FL9520.1 (+/-80) pW 52x26 40) FL4093.1 1/4/2018 Florida Building Code Online lr" «, 5CiS Home t Log In user Registration Hot Topics i submit Surcharge 1 slats & Facts Publications F8C staff 8cls site Map Links Search bo 4 ) Product Approval P }x0 USER: Public User Product ADQLQyA Menu > Product i n Sparch > ADoliCation l.igC > Application Detail FL # FL4091-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext 221 amonteverde@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 Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 11 Validation Checklist - Hardcopy Received Certificate of Independence FL4091 R8 COI EvalReoort154F odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/ 101/I.S.2/A440-05 2005 AAMA/ WDMA/CSA/101/I.S. 2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By htto://www.floridabuildino.oro/E)r/or aoD dt1.asox?oaram=wGEVXQwtDquz931%2b4g5faH.13x%2fpCz8Ew7OMgLld528M%3d 1/3 1 /4/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Su FL # Model, Number or Name 4091.1 _ SH 8100 Method 1 Option D 09/26/2017 09/29/2017 10/08/2017 12/12/2017 Description 8100 Vinyl Flange/Fin Frame Single Hung Ltm'isof Use I Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CW5-154Fpdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: SH-8100, Max. size 53.125" x 76". Glass complies Dort154F.adf with ASTM E1300-04. Created by Independent Third Party: Yes 4091.2 ( SH-8100 SH-8100 Vinyl Single Hung, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4091 R8 II QWa--435jL2df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", FL4091 R8 AE EypftuQrr485C.odf see installation dwgs. for DP. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 4091.3 f SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - II Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FI4091 R8 II CWS-442C odf Approved for use outside HVHZ: Yes } Verified By: Lucas A. Turner 58201 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4' , pFL40Q9 . R8 AE EvalRel2orL442C.Ddf DP +67.5/-70 psf. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes 4091A SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL40gi R8 Ij1y S 492_C pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max, size 74 1/8" x 72", see EL4091 R8 AE Ey IReoort492 Ddf chart on installation dwgs. for OR Glass complies with ASTM Created by Independent Third Party: Yes E1300-04, 4091.5 ' SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 RS II CWS-29D odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies ( FL R AE Ev rt29 D. f with ASTM E1300-04. + Created by Independent Third Party: Yes Contact Us :: @pI Blair Stone Road Tallahassee FI 32399 PP ,one. 850-487-1824 The State of Florida is an AA/EEO employer nynahl 007. Ol3 tat f FI f a.:: Priv s i nt :: e i Ilit n fr nd Zt_j1C2jW under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.139S. 'Pursuant to Section httn llwww Onridahuildino.om/or/nr am) dti.dSDX?Daram=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLid528M%3d 2/3 1 /4/2Q18 Florida Building Code Online 455.275(t), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if 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, 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 here . Product Approval Accepts: Credit Card Safe httD //www.floridabuildina.ora/ortor aDD dtl.aspx?Daram=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLid528M%a3d 3/3 TIJRNERENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 154F August 28, 2017 Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit size, 54 3/8" x 77 1/4" flange size Manufacturer: Custom Window Systems, Inc. 1900SW401 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 6"' Edition (2017) 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- 154F, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -IA, fforri, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WI)MA/CSA 101/l.S.2/A440-08 4) Supplemental Calculations to support CWS- I 54F, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-154F. Limitations of Use: This product: Maybe used in the configurations and sizes and with daylight openings as indicated in CWS- I 54F Achieves design pressures as indicated in comparative analysis table in CWS-154F 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-154F Requires Quanex (Miki-on) white rigid PVC extrusions as shown in CWS- I 54F 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. V1111tjj'101. , t 111, 40 Lucas N% o 58201 8/28/20175Turner 2017-08-30 Lucas A. Turner, P.E. 15:58+20:00 STATE OF tIJ FL PE #58201 0 OR IONA,e SINGLE HUNG - NON -IMPACT SHOWN wlDIRFERENT OPTIONS) Tr MAX, OVERALL 54 31erFLANGEWIDTHMAXOVERALL 53 W FLANGE WIDTH MAX. UNIT WIDTH 53 GLASS OLD MAX UNIT WIDTH A 4815116 GLASS OLD I 33 5116' 6IA9AI1X12* 0GLASSDLO OVERALL 33 576'B 0 IFLANGEMAX B HEIGHT OLD GLASSUNIT 68 1W HEIGHT T w X II UNIT T 36 11116' 6 HEIGHT I i MAX, 33 30 3/16" T F GMAX 26 7/T SASH A x GLASS SASHHEIGHTOLDHEIGHTAte. 1 1 Lim I 46 5/16" 46 5116 GLASS O'LoGLASSDLOEQUAL SPLIT 5 HI SASH ORIEL 54 IS' MAX OVERALL FLANGE WIDTH 8 31/ MAXUNITWIDTH GLASS OLD 63 5116, OVERALL 33 5116' FLANGE 0 GLASS HEIGHT DLO 62 ill,6- MAX UNITT_ HEIGHT 24" MAX20 1 11w SASH 4'A X GLASS 1 46 516" GLASS GLO 60/ 40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...., I OP CHARTS & GLAZING DETAIL........2 SECTION VIEWS & ALT. FRAME 3 EXTRUSIONS & B.O.M ................. 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 GENERAL NOTES' t THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION, 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: '0,%". 4, DESIGN PRESSURE RATING (SEE SHEET 2): NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E-1300-0401/09. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/D9. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINOLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. SERIES/ MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 STAND FOR THEFOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11, EXTERNAL WEEP SLOT = 112" x 2-1/2" LOCATED 4* FROM BOTH ENDS. Lucas Turner 2017- 08-30 17: 10+20:00 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EQUAL 53-1/8" x 761. SEE COMPARATIVE ANALYSIS 53- 118" x 68-114" CHARTSHEET 2 53-1/ 8" x 62-1116" NONE 5 HI ORIEL NONE 60/40 ORIEL NONE WINDOW SYSTEMS a_—z MO SW 44TH AVE. OCALA, FLORIDA 34474 WWW'CWS. CC 8100 PVC SINGLE HUNG NON -IMPACT z 3 < z3: 0 awo <wwo6IIIa Wo zoz =-z- t R 0 >_ 0 Ce 3: m U. Z 03wzi?'.mj zmm<wwoo0od<=' w zoozo W20 z3:owpxo- L w o0) 0 tu U) Uj z 0 0. 0 _ j) Ll xofyz i 8/28/ 2017 1 LUCAS A. TURNER, P.E. I FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 SHEET DESCRtl` Ti01,1. GENERAL NOTES AND ELEVATIONS ORAWN BY: JDATE; BAT 1 041291011 I REV, CWS-154 F SCALE, SHEET 1:33. 33 1 OF Design Pressures (PSF) with Glass Types A, B, C, or D Unit Sash Unit Widths (in.) Heights (In.) Heights (in.) 23 1/2 27 1/2 29 1/2 31 1/2 1 35 1/2 39 112 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 35 1/2 17 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 39 1/2 19 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 S0/-75 50/-75 50/-75 41 1/2 20 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-711 43 1/2 21 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-73.4 50/-70.6 47 1/2 23 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50 / -68.9 50 / -66.2 51 1/2 25 50/-75 50/-75 50/-75 S0/-75 50/-75 50/-75 50/-75 1 +50/-75 50/-7Z7 50/-65.2 50/-62.6 53 1/2 26 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-71 50/-63.6 50/-61 55 1/2 27 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-69.5 50/-62.1 50/-59.5 59 1/2 29 50/-75 50/-75 501.75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-66.8 50/-595 50/-57 63 1/2 31 50/-75 50/-72.9 50/-72 50/-71.6 50/-71,6 50/-71.6 50/-71.6 50/-71.6 50/-64,6 50/-57.3 50/-54.8 65 1/2 32 50 / -73.2 50 / -69.1 50 / -68 50 / -67A 50 / -67.3 50 / -67.3 50 / -67.3 50 / -67.3 50 / -63.6 50 / -56.4 50 / -53.9 67 2/2 33 50 / -69.8 50 / -65.6 50 / -64.4 50 / -63.7 50 / -63.4 50 / -63.4 50 / -63A 50 / -63.4 50 / -62, 7 50 / -55.5 50/-53 71 1/2 35 50/-64 50/-59.7 50/-58.3 50/-57.3 50/-56.5 50/-56.5 50/-56.5 50/-56.5 50/-56.5 50/-53,9 50/-51.5 74 3,14 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 50/-51.7 76 37 1/4 50/-58.5 501-54.1 50/-52.6 50/-51.5 50/-50.2 1 +50/-50 50/-50 50/-50 1 +50/-50 50/-50 Ilf +50/-50 7/8" OVERALL 118" ANNEALED 5/8' AIR SPACE 1/8' ANNEALED j € M SS BITE 718' OVERALL N18' ANNEALED j-----i 1M' AIRSPACE 3/15' ANNEALED I SKAFLEX 552 OR PURFECT GLAZE 7i' 0 GLASS TYPE B NOTE' IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 1/2' GLASS SITE V8' OVERALL 1/8' TEMPERED 5/8' AIR SPACE j ---- t18' TEMPERED i SIKAFLEX 552 OR I I PURFECT GI.AZE'M GLASS TYPE C 1/2' GLASS BITE 7/6- OVERALL 3116' TEMPERED AIRSPACE 3118TEMPERED DSIALEX 552 OR i NPURFECT GLAZE' GLASS TYPE D 112' GLASS SITE WINDOW SYSTEMS tiy/ 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W WW.CW S.CC 8100 PVC SINGLE HUNG NON - IMPACT 4zo rowoowcoo zwzrow3m LLII--w zr$2z Z=m<=W0fl OOI- fl < = t- it Owl-Zar-oa z- ztioc z- zooizo`- QI--,20 LLZ 2 . 1 , O - Zfi w 0Cimmowow tLowO. wI"'0 wowu}i a0. a OREW N. 58201 ir y9; STATE OF :z O R 1 ! A'r.?:. z-:: n 80- 8/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS ORAYfN BY DATE'. BAT 04/29/08 CWS- 154IjREv- F SHEET 1: 1 2 OF 6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 23. 25.26, 31. 35, 37, 44, 51-52. 55-56, 64, 67-68 INTERIOR SECTION B-S NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW, SECTION C-C ALTERNATE FIN FRAME WINDOW SYSTEMS a 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW1N.CWS.CC 8100 PVC SINGLE HUNG 1 NON -IMPACT 4 z 3: azpow0Wcauj0 r--wZi Z2m4 rw00 Oro4=rw Uton"UaFtnC z-cnZz Zgn zQc6ZDU— T '_ zoo u Qw U)ow(nW Zuj0. 0, co awF0aa: f a ir a r 28/ 28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 ! 1 SECTION VIEWS ORi WNBY: I OATS- BAT I 04/29108 CWS- 154 SHEET 1: 2 1 3 OF 6 PARTS LIST a FRAME CORNER /!j '',]/ lYW/ E^E 3 tt8' CONSTRUCTION l (; y T_ 6$ 15116' 23/16- WINDOW SYSTEMS 7"" OCA A, 44TH AVE. FLORIDA 34474S WWW.CWS.CC v16' 3a+16' + 7176" ; + 1i16" t 8100 PVCCORNERWELD PVC SASH STM, RAIL PVC SASH MTG. RAIL tau stoEs) SINGLE HUNG1:8 1'_ H-6028 H-6027 NON -IMPACT L PVC FRAME FIN z e 3 H-6026 p w O m w o p37wzQi < F z w t/Y - 9 ¢ m 3 r O M $ m I 3 1/6' i 1 3/tG-=- - t....__._` _--- n z z i z a z w O SO T— 4 { i u 0j OO u3 O U ' M FIXED MEETING RAIL p Z- N Z Z r z NIlI . 3j 21/8. --. 1/16- SCREWED TOGETHER WITH < O z U 2 Z 0 U U6' DUTERaRAME }I ¢ O O O O 2211116' '; 1116' ¢I 1{ w! O o tt ri c w m WG -" r-'=76' Oi Z rA 3. O _m r PVC SASH SIDE RAIL FIXED MTG. RAIL w 11-- O a = > H 6004 H-7636 ff w rn L n ' CLPVCFRAMEFLANGE H-6031 t tL t v6' 1 1/8, j i 1 3(8— `.' • ' 5116'-" Na 58201 9112" j F L-am1116" ! ' 9 : STATE OF 1/16- t-- 1n 6' O'•, ,r`' I PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP j ''6cS":;?.. yP•v `'` j S- 6014 S-6013 S-6029 j I t 4 --- r-- z-, - 3--; ,4, I 1' I] 1- 3 7/ 6" 5 i 8/2ii120 i 71/ 16 r L_. V16" 18 1 LUCAS A. TURNER, P.E. SASH MTG. RAIL REINF. SBR/SSR FL PE 11158201 1497 S-1498 PVC GLAZING BEAD I 1239 JASARA AVE. I S•6064 NORTH PORT, PH. 941-380-1 34288 157- 0 + 112' 9/16' SHEET DESCRIPTION: 31t6 3-E _ t $OM AND EXTRUSIONS j76 1rt6 DRAWN By or.TE: t E SCREW SUPPORT — BAT 04129/08 P- 3113 DvvGa: PVC FIXED RAIL COVER CWS-154 F S-W63 ALUMINUM6063-T6 UNLESS OTHERWISE NOTED. ^W- SHEET 1 i6 _.— 4 OF 6 fi£ M PART DESLRlPTpN VENDOR MATERIAL 1 H-6031 Main Fr., SH, vWFIg.. PVC. Head Mikmn Vint') 2 H-6031 Main Fr., SH, w!F)g., PVC, Sill M91aan Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC. L. Jb. Mikmn Vinyl 4 H-6031 Main Fr., SH, vdFlg., PVC, R. Jb, Mikron Vinyl 5 H4836 Meet. Rail, Fxd. Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/ToplBot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R Keymark Alum 14 S-6064 GIz. Bd., 7/8",Fxd., Honz. Mikron Vinyl 15 S-6064 GIz. Bd., 7/8",Fxd., Vert. Mikron Vinyl 16 S-6064 Glz. Bd., 718",Sash, Horiz. Mikron Vinyl 17 S-6064 GIz. Bd., 718",Sash, Vert. Mikmn Vinyl 18 S-6013 Scm. Adapt., w/N+b, PVC, Hartz. Mikron Vinyl 19 S-6014 Scm. Adapt., PVC, Vert. Mikmn Vinyl 20 ; S-6029 Sash Stop I Filter, PVC, Vert. Mikmn Vinyl 24 P-2190 Balance BS7 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact. PVC xte4ock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P•4479 Weep Cover w/ Flap Geer Plastic 32 P 3429 Wstp.. Q.270 x .187 back FinSeal, Gray Uliraiab 33 P-3429 WsID, 0.270 x .187 back FinSeal, Gray Ultrafab 35 P-3429 Wstp.. 0.270 x .187 back FinSeal, Gray Uttralab 36 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray UBtrafab 37 PAS38 8 x 2.1/2 PH Mod. Truss Type A, Tek 2 Ajax Sieei 38 P-3768 8 x 0,625 Ph PH SMS Hub City Steel 39 P.4051W 8 x 1,250 Ph FH TEK, WhI. I Hub City Steel 40 P•4264 8 x 314 FH PH w!#fi Head, TEK, W ht Hub City Steel 44 P-3342 Seam Sealer, 5M-5504 Schnee 45 P-3752 Cap Plug, 1/2' Hole M&M j Nylon 46 P-3438 Sikaflex $52 orPurfect Glaze "H' SikalHerikel{ 48 P-3352 I Set, Stk., 85 Dur., 1/8' x 518" x 2" Lg, F, Lowe Rubber 51 P 3881 Tempo ary Lb. (NFRC/DP) 52 P.3613 CW SLbl. (logo) Pro Labe! 53 Glass. Fb ed (See Sheet 3) 54 Glass, Sash (See Sheet 3) 55 P-3281 Spacer (see sheet 3) Duraseal 56 P-3281 Spacer (see sheet 3) Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 53 P-3218 Screen Frame Vert.. Altmetai AlumREINF. 64 P-3321 Screen Frame Comer Key Al§metal Plastic 65 P-368'; Screen Cloth. 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Cape Vinyl 67 P•3029 jScreen Pt41 Tab Summit Alum 68 P-3033 Screen Spring, SS FI, Screen SS 69 H•6025 Main Fr.. SH, WFin., PVC Mikmn Vlnyi 70 P-3113 Screw Support for PVC T. Plashes NyIDr. 71 S-6063 I Fixed Rail Cover Mikmn Vinyl LINE 6- 7, ALL EXTRUSIONS ARE ITEMS11, 21-23, NOT USED: 29, 31, 41 43. 47, 49-SD. 57-61 NOTE: L MAX, 0,( 6- MAX. (TYF 6- MAX. (TY; Ic MAX. O C. TYP.) 4- (TYP) 4- (TYP) DTE 2 A- MAX. (TYP)- 4- MAX. (TYR) B' MAX O.C. TYP.) THRU FRAME ANCHOR MEETING RAIL AT FIXED MEETING RAI. CENTERLINE mp.) NSTALLATION ANCHORS TYP. ANCHOR LAYOUT - {FIN) ANCHOR LAYOUT - (FLANGE) NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD WINDOW SYSTEMS B 1900 SW 44TH AVE OCALA, FLORIDA 34474 TE2 WWW,CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT g Z_ 3 azo INSTALLATION Z ANCHORS TYP. W W' O a I- O WZOZwi= Z t szrgzzOzzzmawWgqOr0a,_wB_ UUU)I'Z(-1-tna Z aQ 50,6 U z2zoI z acc OWro apr OREW 1 vLP :41G SF •'Pn N. 5B201 : ?) STATE OF 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX, ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. i xns12o1T 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. LUCAS A. TURNER, P.E, 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. iINORTHPORT, 34288 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCEWITH ANCHOR MANUFACTURER'SINSTALLATION INSTRUCTIONS, AND ANCHORSSHALLNOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH. 941-380-1574 SPECIFIED IN TABLE 1, SHEET 6, SHEET DESCRIPTION: 6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE - 1X BUCKS ARE ANCHOR SCHEDULE At OPTIONAL. NOTES 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: X FOR MASONRY, 1' FOR WOOD AND METAL. DRAWN BY: DATE; B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, t BAT 04/29/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. jDwG a: ;REV.: 9, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-154 F FNWAAMA 100(FIN WINDOWS). FMAIAAMA 200(FLANGE WINDOWS), FMANVOMA 250(BOX WINDOWS), FMA+AAMAlWDMA300(EXTERIOR DOORS) HEET 7BCA_Lej1:25 5OF6 MIN. EMBEDMENT 1f l//11TXN)'\` TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE (c LLUUl1CY `Lj 33BYOTH'ERS ! WINDOW SYSTEMS MIN, EDGE DIST. 114' MAX SHIM-----i i-- SEE TABLE 1 MIN, EDGE DIST. -- SUBSTRATE SEE TABLE i I SEE TABLE 1 BY OTHERS 1900 SW 447H AVE. I SEE TABLE 1 j OCALA, FLORIDA 34474 SUBSTRATE BY OTHERS PERIMETER SEALANT - SEE TABLE 1 114• MAX. SHIM-y E-- { WWW,CWS,CC SEE TABLE 1 I j MIN. EMBEDMENT MIN. SEE TABLE 1 EDGE DIST. j 8100 PVC BY INSTALLER i) I j INSTALLATION ANCHOR - j INSIDE AND OUT f SEE TABLE 1 SINGLE HUNG n --j ' MIN. EMBEDMENT NOWNIPACTSEALANTBEHIND -../ I SEE TABLE 1 FLANGE BY INSTALLERL- 1/4" MAX, SHIM I I 1 g Z QZp PERIMETER SEALANT Z w w 00 4=Z W LSO PERIMETER SEALANT O BY INSTALLER w Z O Z ¢t BY INSTALLER INSID£ AND OUT OI h Z IINSIDEANDOUTjINSTALLATIONANCHORZZ= 2 4 w O p SEALANT BEHIND i SEE TABLE 1 O O O U a F per, INSTALLATIONANCHORIFLANGE BY INSTALLER E - SEALANT BEHIND p Z - I- Z_ Z p IL SEETABLE1IRNBYINSTALLERZOU' U Vj I- D U) HORIZONTALSECTIONCHOR#20NTAL SECTION_ ¢j P 3 LL g 0 O u Z 6TYPICALJAMBANCHORAGE6TYPICALFINANCHORAGE0: m Q 0 _ r tZ- 0 _ HEADANDSILLSIMILARFORFININSTALLATION I NY 0: W O Z Q O-N) i~ 015 3wo1/ 4' MAX, SHIM 0. If T Q SEALANT BEHIND FLANGE BY INSTALLER, O I PERIMETER SEALANT T/TMIN, EMSEDt 8YINSTALLER / / 3 SEE TABLE 1 INSIDE AND OUT i JJJ i III i SUBSTRATEBYOTHERS--' SEE TABLE 1 --- MIN. EDGE DIST, SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SNIt ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN, EMBEDMENT MIN. EDGE DIST. FLANGE C I 1-118" NGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116- !TW TAPCON i FLANGE FLANGE GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2X MI, SOUTHERN PINE (G=0.55) 3116' nW TAPCON OR ELCO ULTRACON 1. 318" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1.318" 7/8' FLANGE 76 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 910- 16 HILT? KWIK-FLEXOR tFW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0,050" 7/16" FLANGE dB- ALUM. (6063-T5 MIN.) OR 1/ 8" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING i DRILLING SCREW FULL THREAD THRU 0,125" 7i1 S- FIN 2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-1/2" 1/2' PERIMETER SEALANT BY INSTALLER NNSIO£ AND OUT D HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SIMILAR FOR SILL ANDJAMBS FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. z- 8/ 28/2017 LUCAS A. TURNER, P.E, FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS BAT 1 04/29108 CWS- 154 F SHEET 1: 2 6 OF 6 1/4/2018 Florida Building Code Online 4, Eicls Home Log In User Registration Not Topics Submit Surcharge stats & Facts Publications i FSC Staff BCJS Site Map i Links Search rich sFRplic ApprovalPrzctUserNooLict Aoproval Men.> P-duct or Ariol.cation Seach > A i lli n > Application Detail FL tt FL4093-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/ Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 245 kpine@cws. cc Authorized Signature Kevin Pine kpine@cws. cc Technical Representative lay Lathrop Address/ Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext 291 Iathrop@cws. cc Quality Assurance Representative Arturo Montevercle Address/ Phone/F mai11900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext 221 artionteverde@cws. cc Category Windows Subcategory Fixed 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 Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Flo R9 _-QQI _EvA1Repgr't234F.Q0f Referenced Standard and Year (of Standard) Standard Year AAMA/ WDMA/CSA/101/l.S.2/A440-05 2005 AAMA/ WDMA/CSA/101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By http:// www.floridab(jilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%`2b4g5faCwYPbNZrr6Kc3j7EcClBDg`/*3d 1/3 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # j Model, Number or Name Description 4093.1 3 8300 Vinyl Fin/Flange Picture 8300 Vinyl Fin/Flange Picture Window Window Limits of Use Installation Instructions Approved for use in HVHZ: Na FL4Q93 R9 11 CLM.9-ff Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See detail for sizes and DPs. Glass complies with fL4023 R9 AE EvalReDort339E.Ddf ASTM E1300-04. Created by Independent Third Party: Yes 4093.2 PW-8100 Vinyl Fig/Fin Picture PW-8100 Vinyl FIg/Fin Picture Window. Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4093 99 II CWS-234F Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: See detail for sizes and DPs. Glass complies with FL4Q93 R9 AE EvalReoort234F Ddf ASTM E1300-04. Created by Independent Third Party: Yes I__ 4Q93.3 PW-8150 Vinyl Fig/Fin Picture PW-8150, Vinyl Fixed Window, Non -Impact. Window j Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4093 R9 II CWS-596C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReDort506C.Ddf ASTM E1300-04. Created by Independent Third Party: Yes 4093.4 rwPw—ir8150 Vinyl FIg/Fin PicturePW-8150 Vinyl Fixed Window, Non Impac[ Continuous Head & dow Sill. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4093 R9 II CWS-511C Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 00, See detail for sizes and DPs. Glass complies with F 40 3 R9 AE EvalReDOrt511C Ddf ASTM E1300-04. Created by Independent Third Party: Yes 4093.5 PW-8300 Vinyl Fig/Fin Picture PW-8300, Vinyl Fixed Window, Non -Impact. Window Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL4 [t Wjf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See detail for sizes and DPs. Glass complies with FL4 07C.p F ASTM E1300-04. I Created by Independent Third Party: Yes nt A_u2 :: §¢Z,elaEr 5 d T lah F Phone_ 850.467J-J The State of Florida is an AA/EEO employer. Cgpyrioht 2 07-ZQI) ,Igt pf FlQn4a.:: i ev Statement :: ASr tbl ity Statement :: Refund ^[atement http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931°/`2b4g5faCwYPbNZrr6Kc3j7EcCI BDg%3d 2/3 1/4/2018 Florida Building Code Online Under Florida taw, email addresses are public records. if 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 mail. Ifyou 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 an email address if they have one.,The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bVre,, Product Approval Accepts: MtCrkrF Credit Cara Safe hitp://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcC1 BDg%3d 3/3 C..TRNER ENGINEERING & CONSUI-TING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.Q.A. #29779 Evaluation Report 339E August 28, 2017 Product Description: Series 8300 PVC Fixed Window, Non -Impact, 84" x 96" and 120" x 48" unit sizes Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`n Edition (2017) 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-339E, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3807-1, - 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: AAMA/WDMA/CSA 101/LS.2/A440-08 4) Supplemental Calculations to support CWS-339E, signed and sealed by Lucas A. Turner, P.E. Installation: Units Must be installed according to approval document CWS-339E. Limitations of Use: This product: May be used in 0 configuration in sizes up to 84" x 96" and 120" x 48" unit size, with max. glass daylight sizes as indicated in CWS-339E Achieves design pressures as indicated in comparative analysis table in CWS-339E Is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS-339E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-339E 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. tiu n rt rrrrr E 1 r L UCcIS v : No 58201 Turner 2017-03-30 o : 16:03+20:0 s`t' of 4v: 41.4 8/28/2017 Lucas A. Turner, P.E. FL PE #58201 PICTURE WINDOW - NON -IMPACT 97114- MAX. FLANGEHEIGHT B 49114MAX FLANGE 48' MAX. UNIT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 ARCHITECTURAL SHAPES ..............._2 GLAZING DETAILS ................._....._.....3 COMPARATIVE ANALYSIS ..................4 SECTION VIEWS & ALT. FRAME 5 BOM & EXTRUSIONS .... .... .......... ... .. 6 ANCHOR SCHEDULE& NOTES.. _7 INSTALLATION DETAILS.- 8 85 IA' MfiX FLANGE WIDTH 84' MAX, UNIT WIDTH — 81 1/8" GLASS OLD WIDTH -- A = 96, 0 M`kx. UNIT 11 C A ti 121 114' MAX FLANGE Wit 120` MAX. UNIT WIDTH 117 1/8' GLASS DL0 - B 93 118" GLASS DLO 451/8, GLASS DLO GENERAL NOTES 1, THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED yV]{gppyy SYSTEMS To COMPLY WITH THE FLORIDA BUILDING CODE (F8C), CURRENT 1900 SW44TH AVE. EDITION. 1 OCALA, FLORIDA 34474 WWW.CWSOC2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: '0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 8300 PVC PICTURE WINDOW4. DESIGN PRESSURE RATING (SEE SHEET 4): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND NON -IMPACT - GLASS TABLES ASTM E-1300-0401109. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES z 3: <Z3ASTNIE-1300-0401/09. 10LUC0C zui-C <rzuj 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED w zoz QCt: C — w>-Ocr3:m 3INTHEDESIGNOFTHISPRODUCT. SEE SHEET 8 FOR ANCHOR CU, Z DETAILS WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD m z zxXWOO0 00 < T H. IL ANCHOR CALCULATIONS. U %Oj 0 z U)Z z 55— 6. NOTAPPROVEDFORIMPACTRESISTANCE. IMPACT PROTECTIVE z o 00:1fnzZ0 SYSTEM ISREQUIRED INWINDBORNEDEBRISREGION. o 0 z LU p 7: tzH- () 67, ALLFRAMES FULLYWELDED, o 0 CE >- 5 : 2 m L 8. SERIES IMODEL DESIGNATION PW-8300, m ziL 0 to 9, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0 w 2: E i- 0. OL 0 = FIXEDSASH 10, SECTION CALI OUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 84" x 96" SEE COMPARATIVE ANALYSIS NONE 120" x 48" CHART, SHEET 4 NONE Lucas Turner 2017-08- 30 17: 13+20:00 8/28/2017 1 LUCAS A. TURNER, P.E. 1 I FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS tAWN By. I DATE: ADE 1 02108/09 N CWS-339 E rSHEET 1:33.33 1 OF 8 0 C(:::::> FULL ELLIPSE (OVAL) FULL CIRCLE 112 CIRCLE 1/4 CIRCLE OCTAGON TRIANGLE TOMBSTONE TRAPEZOID NOTES 1. SEE SHEET 7 FOR DETAILED ANCHOR INSTALLATION REOUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. THRU FIN - WOOD OPENING, 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1. 4, ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUT SHOWN ON SHEET 7, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. WINDOW SYSTEMS h 1900 SW 44TH AVE. OCALA, FLORIDA 34474 VJWW.CWS.CC 8300 PVC PICTURE WINDOW PION -IMPACT ' a r z 3: az3: w-10 <rzwzozcc -- Qr y0F3m Z I-u zI-3S2x ZT2<rw000 - oo a=I-a: Z Zz j=Z?Ut1JrP_,0 Oouujrmoz E a - z OO to5zu1wQOInr auo a m ar 128/ 2017 j LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 ! PH. 941-380-1574 ARCHITECTURAL SHAPES ACE 02/08/09 Ffit CWS- 339 E ALF SHEET 1: 1 1 2 OF 8 7/6' OVERALL 3116- ANNEALED 1/2' AIRSPACE a' 16- ANNEALED PURFECT GLAZE -H- SIKAFLEX552 LAr[]T--7SS BITE GLASS TYPE A 1* OVERALL 3116' ANNEALED 518" AIRSPACE 3i16* ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 F171it2' GLASS SITE GLASS TYPE B 718* OVERALL 3116* TEMPERED 112" AIRSPACE 3116' TEMPERED PURFECT GLAZE -H' SII(AFLEX 552 nql,,,GL7A.. SITE GLASS TYPE C 1^ OVERALL 3116' TEMPERED Sla' AIRSPACE 3116- TEMPERED 1PURFECT GLAZE 'H" SIKAFLEX 552 11) 11112' GLASS BITE GLASS TYPE D I" OVERALL 114' ANNEALED 1/ 2' AIRSPACE 1/ 4" ANNEALED PURFECT GLAZE 'H' 5IKAFLEX552 b BITE GLASS TYPE E 1' OVERALL 1/ 4' TEMPERED 112" AIRSPACE 114' TEMPERED PURFECT GLAZE 'H" SIKAFLEX 552 IT,—.- - GAS SITE GLASS TYPE F WINDOW SYSTEMS L%J 1900 SW 44THAVE. OCALA. FLORIDA 34474 www. cws.cc 8300 PVC PICTURE WINDOW NON - IMPACT 1 z z <Z-D: 2;'6 0<w8d z wzW oz oz ul t.- w ZQ z0z=M<ixw2= 008-2009T-0: u0 z z z 9 ? 8,6 Q Lu 0 0 m 0 0 ui 0 Lu U) Z0 w Lu 0 xW 3:wo am8/ 2S/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. i NORTH PORT. FL 34288 PH. 941-380-1574 GLAZING DETAILS ADE 02/08/09 CWS- 339 j E SHEET 11 3OF8 O" CONFIG. DESIGN PRESSURES, PSF POSITIVE AND NEGATIVE PRESSURES ARE EQUAL) C5{il7© WINDOW SYSTEms 1900 SW 44TH AVE. OCALA,flORIOA 34474 WWW.CWS.CC i8300PVC f PICTURE ENDOW NON -IMPACT I 4 z Q Z O 2 w Lu o 'S 0 wzO _Z >r 1= z r U.I,_ w i O 3 _ Z Z = < 0_ w p OUOyrr0Oara z Zp O O z Z UU) i O Z O LL OTQ3OwgSO? C 2 < 0 r rrOxoyj OZNwU) O Lu U) uowrOaOxyix a = It ujauj 3 a I REiY p +++ L',T'; •,Gc NSF-'Qn' vf No 58201 •:r"I : '.. GLASS TYPE WINDOW LONG DIMENSION, UNIT SIZE (IN.) 30 36 42 48 54 60 66 1 72 78 84 90 96 102 108 114 120 j O z i 0 a 00 z 2 30 A,B 60.0 60,0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60,0 60.0 60.0 60.0 60.0 59.3 57.8 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60,0 60.0 60.0 60,0 60.0 60.0 58.5 C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 60.0 60.0 60.0 58.5 36 A,8 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.2 52.0 48.4 46.1 44.4 42.8 41,2 E 60.0 60.0 60.0 60.0 60,0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.9 53.3 50.2 C,D,F 1 97.5 97,5 97.5 9T5 97.5 97.5 97.5 97.5 97.5 97.5 97,5 97.5 60.0 56,9 53,3 50.2 42 A.B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 55.0 49.8 45.5 41.9 44E60.0 60.0 60,0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.4 52.2 50.4 47 2 3 C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 97,5 97.5 975 97,5 97.5 93.6 52.2 50.4 47.2 44.3 48 A.8 60.0 60.0 60.0 60.0 60.0 60.0 6Q0 60.0 60.0 55.0 50,0 45.8 40.0v,? E 60.0 60.0 60.0 60.0 60.0 60,0 60.0 60,0 60.0 60.0 57.3 52,5 40.0 40.0 40,0 40.0 C,D.F 97.5 97.5 97.5 97.5 97,5 97.5 97.5 97.5 97,5 97.5 93.1 85.3 40.D 40.0 40 0 40O 54 A,8 50.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 57.0 52.9 49.0 45.5 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60,0 58.9 53,3 48.7 C,D,F 97,5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 95.8 86.7 79.1 60 A,B 60.0 60.0 60.0 60.0 60.0 60.0 60,0 56.4 52.8 49.3 46.1 43,5 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.0 50A 45,6 C,D,F 97.5 97,5 97,5 97.5 97.5 91.6 91.6 91.6 91.6 91.0 81,9 74.5 66 A,B 60.0 60,0 60.0 60,0 60.0 60.0 55.7 52.2 48.6 45.6 42.8 40A E 60.0 60.0 60,0 60.0 60.0 60.0 55.7 55.7 55.7 53.9 48.2 43.6 C,D,F 97.5 97.5 97.5 97.5 97.5 91.6 83.3 83.3 83,3 83,3 78.4 70.9 72 A,8 60.0 60,0 60.0 60.0 60.0 56.4 52.2 48,3 45.0 42.3 E 60.0 60.0 60,0 60.0 60,0 60.0 55.7 51.1 51.1 51.1 46J 42.0 C,O,F 97.5 97,5 97.5 97.5 97.5 91.6 83.3 76.3 76.3 76.3 75.8 68.3 78 A.B 05 41.9 E 60,0 60.0 60.0 60.0 60.0 60.0 55.7 5 46A 46.4 45.6 40.8 C,D,F 97,5 97.5 97.5 97.5 97,5 91,6 93.3 763 70.4 70.4 704 66,3 84 A,8 60,0 56.2 55.0 55.0 52.9 49,3 45.6 42.3 46.4E60.0 60.0 60.0 60.0 58.9 11 1.9 51.1 40.0 40.0 40,0 C,D,F 97.5 97.5 97.5 97.5 95.8 91.0 83.3 76.3 70.4 65.0 65.0 65.0 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2, SHADED SIZES ARE NOT ALLOWED FOR THAT GLASS TYPE. J IHli V 8/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS RAWN BY: ,DB ATE - ADE „ 1 02/08/09 JWG#: iREv.: CWS-339 E SCA'E: SHEET 1;1 4 OF 8 INTERIOR SECTION VIEW A -A fINTERIOR] SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME WINDOW SYSTEMS U 1900 SW 44TH AVE. OCALA. FLORIDA 34474 wnw.cws.cc 8300 PVC PICTURE WINDOW NON -IMPACT' z z! < Z 3: 0. zw Lu ILI zoz z z Z' Lu000 z 0:11U200 Z'6il- 5oIto0 ty V) Lucl: 10 W - Z:;w O-w11cc0 0cc w 0 0. M3:wo 21-, z 8128/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH, 941-380-1574 SECTION VIEWS ADE 1 02/08109 ITEMS NOT SHOWN FOR CLARITY: CWS-339 E 9. 11-14 !SCALE, SHEET 1:1.33 1 5 OF 8 PARTS LIST ITEM 1 PART # IDESCRIPTION VENDOR MATERIAL 1 1 K6006B Fr., PVV, Main, Head Mikron PVC K6006B Fr., PW, Main, Sill Mikron PVC 3 K6006B Fr., PW, Main, L. Jb, Mikron PVC 4 H-60068 Fr:, PW, Main, R. Jb. Mikron PVC 5 1 S-6064 Giz. Bd.. F)d. (7/8" O.A. LG.) Wron PVC 8 P-3752 Cap Plug, 1/2' Hole M&M I won 9 Purfect Glaze "Fr, SikaFlex 552 Henkel, Sika 10'j P-3352 ISet. l3k, 85 Dur., 1/8" x5/F'xZ'Lg. Frank Loire Rubber 11 P-3684 I PW-8300 Gold Cert. Label, NFRC Tab 13 P-3881 Ternporary Lbl. (NFRCIDP) 14 P-3613 CWS Lot (logo) 15 GLASS SEE SHEET 3 16 K6MA Fr. Main, PVC, Fin Mikron PVCc 17 P-3113 Screw Support for PVC Team Plastics Rubber LINE ITEMS NOT USED 6-7,12 2 2 PVC FRAME FIN H-6006A 1/2' 3116' i 3* T SCREW SUPPORT P-3113 1. 114' PVC GLAZEBEAD S-6064 FRAME CORNER CONSTRUCTION CORNER WELD ALL SIDES) 1:8 1900 SW 44TH AVE, OCALA, FLORIDA 34474 wwvv.cvvs.cc 8300 PVC PICTURE WINDOW NON -IMPACT' 3. OWO OWO0 O z oWzo m__<rz- z zmm<mwoo 0C zzo z a- Zz 0 W- Z E, -Z 5 - 0 0P—,20 L ao 0 C z t7wCL x 0 U) C W o xW::Wo 8/ 28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 02M8109 CWS- 339 E ALE SHEET 6 OF 8 6- MAX. (TYP..)-- ( 14' MAX, O.C. (TYR) 6- MAX. (TYP.) 7 Ii 4` MAX. O.C. TYP.) ANCHOR LAYOUT - (FLANGE) 120' x 48' 4" MAX. (TYP.)--y }—=--8- MAX O.C. (TYP.) 4- MAX. (TYP.) T 4AX. D.0 p 4 r,P,) ANCHOR LAYOUT - {FIN} 120' x 48" 6' MAX, 6" MAX. 6• MAX. (TYR) 6" MAX, (TYR) 11" MAX. O.C. TYP. ) 4- MAX. (TYP.) 4- MAX. MR) 8" MAX. O.C, TYP) NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD, 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4', USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. ANCHOR LAYOUT - (FLANGE) 84' x 96•'NITH ANNEALED GLASS ANCHOR LAYOUT - (FIN) 84" x96' 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET B. 6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - lX BUCKS ARE OPTIONAL. 7. A MINIMUM CENTERJO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS- 3" FOR MASONRY, '"FOR WOOD AND METAL, 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. 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: FMAIAAMA 100(FIN WINDOWS), FMAIAAMA 200{FLANGE WINDOWS), FMA>'WOMA250(BOXWINDOWS), FMA/AAMAM'DMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW NON -IMPACT Z 'S QZS c ZQz-Ocryma3 Z ZSm CwOo O 0(o Z 2 OZ azyw°-°ozo°• 0_ w» 3wO,OWS owtlw aa wZffasa ix y'..OREW'TL '++ 4. >Y se•. y No 58201 •'A V: Q'.• STATE Of :tL.: 8/28/2017 11 LUCAS A. TURNER, P.E. ! FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 ANCHOR SCHEDULE AND NOTES ACE ( 02/08/09 CWS-339 j E A e; SHEET 1:40 7 OF 8 I TYPICAL HEAD ANCHORAGEi i— MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE 9Y OTHERS SEE TABLE 1 j MIN. EMBEDMEA PERIMETER SEALANT SEE TABLE , BY > •STALLER INSIDE AND OUT SEALANT BEHIND Tn t FLANGE BY INSTALLER p 1 - 114" MAX. SHIM MIN, EMBEDMENT SEE TABLE SUBSTRATE BYOTHERS 114' MAX. SHIM F-- SEE TABLE 1 1 SEE EDGE UST,. / SEE TABLE i INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER I INSIDE AND OUT I SEALANT BEHIND FLANGE BY INSTALLER i HORIZONTAt SECitON S TYPICAL JAM9 ANCHORAGE IFASTENERS DMENT MIN. EDGE DIST. MN 1-118TRACONql-vsl 1 2' CON BACON 7/8" REIN 718' ANIK-FLEX OR JTW RILLNJG SCREW FULL THREAD THRU 0.050" 7/16' SELF -TAPPING! EW FULL THREAD THRU0,125' 7/16" REW 14/2' 1/2" WINDOW SYSTEMS Lt —. MIN. EDGE DIST. -+ — SUBSTRATEI (1900 SW 49TH AVE. SEE TABLE 1 ! 8Y OTHERS OCALA, FLORIDA 34474SEETABLETWWW.CWS.CC1/4' MAX. SHIM 8300 PVC 3 / Y/ I PICTURE WINDOWjMIN. EMBEDMENT I SEE TABLE , NON -IMPACT ' j i 3 4zoa ( PERIMETER SEALANT Z o w 00 Q tW- p O i BYINSTALLER Z e Z S Z hINSIDEANDOUT0Q03 >. O ff >' E11INSTALLATIONANCHORZZ= Q 0: U, 0 OSEETABLE, 0 Os--OQ< ,w SEALANT BEHIND U to Z ILa FIN BY INSTALLER Z Q :'J - h- U - C HORIZONTAL SECTION 4 u Z 6 LLZl8TYPICALFINANCHORAGEff QQ O r I- Z - HEAD AND SILL SIMILAR FOR FIN INSTALLATION < (Y C } _ O O0ci: nwisnItzUS0. O ,u w3wQ, 0 a Lu u 8/28120 i LUCAS A. TURNER, P.E. FL PE 4 58201 1239 JABARA AVE. PERIMETER SEALANT---^"- BY INSTALLER NORTH PORT, FL 3428E INSIDE AND OUT PH, 941-380-1574 r-D-', HORIZONTAL SECTION SHEENTDESCPoPfl-0 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. DRAWN sY jDATE UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: f ADE ': 02/08109 OWGpEREV MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULKIS APPLIED INSIDEAND OUT, FULL PERIMETER, BY INSTALLER. CWS-339 I E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scAL£ SHEET SHOWN FORFLANGEWINDOWS. 1:21 8 OF 8 Florida Building Code Online Page 1 of 2 f7 BctS Hom Log to ( User Registration Hot Topics Submit. Surcharge ' stats & Facts Publications ( Fec Staff ects site Map Links Search bIorida i Product Approval USER: Pubf c UserP, pSQQ v 1 al n > Qn Search > ppnfkaticn u s A lication Detail E FL # FL9520-R7 tt "r Application Type Revision Code Version 2017 Application Status Approved Comments Archived CI Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@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 Rate 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 2ii Validation Checklist - Hardcopy Received U.2L2 j_EYJBen0rt836fi.nrif Standard Y> T AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 2011202/203 1994 Florida Licensed Professional Engineer or Architect R7 F iv' i df http:Hwww.floridabtiildiiig.org/pr/pr_app_dti.aspx?pai-atii=wGEVXQvADgvlf lvmuJRWe... 12/14/2017 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/29/2017 10/02/2017 10/05/2017 12/12/2017 rFL tf \ I Model, Number or Name I Description 9520.1 3' Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL952g R7 II CWS-83§6 odf 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 R7 AF Fy lRgoort83G8 odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes 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 F Qt19R7IL $37B.l?,df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FLgS20 R7 AE EvalReport8376.ndf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes 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 Fb9Q R7 I( CWS-$386.odf 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 FL2520 R7 AE Evalftpa_r_t8838U.od1f and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. Sack Next Contact Us :: 2fiW_Qlajr 5tone Poad. Tallahas2gg FIL 32399 Phgnj' Q.,Q, 7-t824 The State of Florida is an AA/EEO employer, Copyright 20Q7-2013 $Sate of Florida.:; Edydty 5tjU= :: pt,i I ity 019Mka :: Refund $UttM&M Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mailto this entity. instead, contact the office by phone or by traditional mail. Ifyou have anyquestions, please contact 850.487,1395. 'Pursuant to Section 45S.275(1 ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made availableto the public. To determine if you are a licensee under Chapter 455, F.S., please click Dare_ Product Ap(proovva l Accepts: 7019-1 Credit Card Safe littp://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wCEVXQwtDgvIHvmuJRWc... 12/14/2017 e.J R 'V E ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H-1758 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.Q.A. 429779 Evaluation Report 836B September 26, 2017 Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`s Edition (2017) 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-836B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, -1 A, -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 Cates, to support CWS-836B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-836B. Limitations of Use: This product: May be used up to the sizes and design pressures as shown in CWS-836B, using clips as shown in CWS-836B 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 ofthis product. ItIS fr11)$1j? rfi Lucas v :' No 58201 : : 9/26/2017 Turner c * , s * = Lucas A. Turner, P.E. 2017-09-2$ :p sra r .• FL PE #58201 07:30+20:00 :v 0 P, - SsiONA 460r`z 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS ANCHOR CUP TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ... ........... A OP CHARTS ..................... .......................... 2-3 SOM & EXTRUSIONS.....................................4 EXTRUSIONS.................................................5 SECTION VIEWS......_ .................. ............. 6-7 CONFIGURATIONS & ANCHOR NOTES INSTALLATION DETAILS ........... ............... 9-10 ANCHORCUP GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ammmioTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCtALA, FLORIDA 34474 WWW.CWS.CC 2. CONFIGURATIONS (SEE SHEETS 2.3): VERTICAL OR HORIZONTAL. 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. REFER TO SHEETS 2-3) 4. ANCHORAGE: THE 331t3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS, T DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR, 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER, EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner 2017-09-28 07:12+20:00 3" PVC MULL BAR IMPACT z ¢Z5w0pw0pwZZOZcc=Zi- QC3} 0>r3ma:Pw Zt $ SZX2<4 woo a' z—_zjQZVcnZ= V— F-- gxtZ fl¢owUUO_ cc to Inwpwrnw z' dcay r 9/ 2b/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380- 1574 GENERAL NOTES AND ELEVATIONS 1AwN 81' DATE ADE 09/27/ 12 YGU: REV.. CWS- 835 j 6 ALe j SHEET 1:25 1 OF 10 or MOD oar each end ofmullion. DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS 4) #10 SCREWS INTO WOOD or METAL 4) 3116" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE orWOOD 4) 114" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK crews into WOOD or METAL or 3/16" ITWTepcons or BLOCK require 114" ELCO ULTRACONS. Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1776 clips with six (6) 41110 Screws into WOOD or METAL or 3/16" ITWTapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 114" ELCO ULTRACONS. OPENING SIZE (In.) 39 45 51 67 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 SO,0 80.0 80.0 80.0 80.0 80.0 0.0 80.0 0.0 80.0 80.0 80,0 80.0 e 42 314 80.0 80.0 80.0 80,0 80.0 80.0 80,0 80.0 80.0 80,0 80.0 80.0 0.0 80.0 80.0 80.0 80.0 80.0 48 314 80,0 80.0 80.0 0.0 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 53118 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80,0 80,0 80,0 80A 80.0 0.0 80.0 80,0 65.0 65.0 65.0 w 67 80.0 0.0 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 63 Su 80,0 0,0 Su 80.0 0.0 0.0 80.0 80,0 80.0 80,0 80.0 65.0 65.0 65 65.0 65.0 65A 65.0 IS.0 65.0 SS.O SSA 65.0 65.0 65,0 65,0 65.0 68 65.0 65.0 65,0 9 0 65.0 85.0 SS.O 65.0 65,0 65.0 65.0 65.0 72 1 65,0 65,0 65.0 65.0 65.0 65.0 65.0 1 64.9 61.7 59.1 56.9 53.7 OP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): NOTES 1. THE MULL BAR IN FOCUS FOR ANY GIVEN 1776 CLIPS CONFIGURATION IS SHOWN IN BOLD. S) #10 SCREWS INTO WOOD or METAL 2. AN INTERSECTED MULL BAR HAS OTHER MULL 6) 3/16' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BARS) ATTACHED TO IT {SHOWN IC DASHES) AN 6) 114' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK THROUGH THE USE OF MULL BAR CLIPS. INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS, 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS, TWIN TRIR-E TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION I- T WWL UONTRIPLE TWIN(rRfPLE HORIZONTHORIZONTAL 11 L 10N HORIZONTAL 4ULUON l r T- 7' it,- OPENING z z c7 ry SIZE i J 1W Z il Li L!! L77 L{{ ss i 70-- r- OPENING SIZE- -- OPENING SIZE It-- OPENING SIZE OPENING SIZE Fes- I.- MULL LENGTH i Imo -MULL LENGTH I MULL LENGTH i- WINDOW SYSTEMS a 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS. CC 3" PVC MULL BAR IMPACT a z 3 aZ3. awQ QWow 2pz x wo Qr$ m U. zx2< WWOO O Or0a=N2 U Uu1,Zd I-00, ZOD ZFMn00vi->U- r=?1, 20OLLZ 1Ow,plQ- F p0 Nz*'i0 r%%WwQujowJWI- 0cc3w 9/26/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941- 380-1574 IEET DESCRIPTIONS DP CHARTS NON -INTERSECTED MULLS LAWN BY; DATE: ADE 09/ 27/12 YOM REV. CWS-836 B SHEET 1: 1 2 OF 10 Pressure Chart (PSF) for INTERSECTED ImpactPVC W Mullion H-1758, with 1522 Gips usingfour (4) #10 Screws into WOOD orMETAL or 3/16" ITWTapcons into SOLID CONCRETE orWOOD, or 1 i with six (6) #10 Screws Into WOOD or METAL or 3/16" nW Tapcons into SOLID CONCRETE or WOOD per each end ofmullion. HOLLOW or GROUT -FILLED BLOCK require 1 W ELCO ULTRACONS. 47 40 1 01 or I OJ I bu to J/a I al ar I 7J 7`J 1 11u Jra 114 1 lzu lzti I 1Jz 13tl 1 140 J13 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W NV'CWS'0C 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50,0 50.0 1 50.0 50.0 1 50.0 50.0 1 50,0 50.0 50,0 50.0 50.0 42 314 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 51L0 50.0 50,0 50,0e 48314 50.0 50.0 50,0 50.0 60.0 50.0 SO.0 50.0 SO.0 50.0 50.0 50'0 50.0 50,0 50.0 50.0 50,0 50.0 p 53 1/8 50.0 50.0 50.0 SOX 0.0 SO.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50,0 50.0 50.0 50,0 50.0 3" PVC MULL $A IMPACT z 57 50.0 50.0 SD.O 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 63 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 49.4 47.3 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 72 50.0 50.0 So,O 50.0 0.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0 75.375 SOA 50.0 50.0 50.0 50.0 50A 50.0 50.0 50.0 46,8 4d.0 40.0 z 3 ¢ z woo ¢rzwDPCHARTISFOR; INTERSECTED IMPACT 3"MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER PER END): z0z ac_-- q rn z O 7% 3 mzx < W ui 0 01522CLIPS1- 0. 0rn0Uaxoia4) #10 SCREWS INTO WOOD or METAL z _ z D. t- O4) 3/16" ITN! TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 00-( 4) p z p 0' 1W ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK LL 2 Z 1767 CLIPS o' r) " x6) #10 SCREWS INTO WOOD orMETAL U.0 0 r0n 0 W V) WD. 0 into6) 3/16- ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE orWOOD zz=0- 0-ro0 6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK F 0 w = r a aka i10RE W *r', fi4p1' HORIZONTAL MULLION v.'• No 58201 TWINITRMLE VERTICAL MULLION it S O; STATE OF ;'4 a - - z ISINGU I S OtUA +0"++++ TWIN OR 0 TRIPLEj UNITSI 1 I IBELOW' 9/26/2017 LUCAS A. TURNER, P.E. jj OPENING SIZE --i MULL LENGTH FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941.380.1574 SHEET DESCRIPTION. NOTES: DP CHART 1. THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. DRAWNav- DATE: 2. AN INTERSECTED MULL BAR HAS OTHER MULL BARS) ATTACHED TO IT (SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS. AN REvINTERSECTEDMULLBARWILLALWAYSBE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. S-836ps-cALE B 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED SHEETTOTHESUBSTRATEANDOTHERMULLBARS. 1 3 OF 10 LINE ITEMS NOT USED: 5.6, 12 USE WOOD SCREW SIZE (010 OR 012), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 1 314" 112•- ms" j !—Q 1rr E tt 11/4' 10 9 v1s• 1118' 1/16' DRIPCAP S•1895 MULLION INTERIOR COVER S-6016 FLANGE ADAPTER S-1896 1 3/8' 13114_ (! 1 1_ TOP VIEW 2 13116' 1f8" S2 V16' 7 1 3116" 118, 3• MULLBAR H•1758 L MULLION CLIP 51897 A SCORE, SENDAND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR DETAIL A TYP. FIN FRAME 3:1 NOTE: ALL EXTRUSIONS ARE ALLRAINUM 6063-76 UNLESS OTHERWISE NOTED. 9 Iqm 1 3/4• 1 3r8• 1 2 V4' 1/8 lL. F-1522-013 NEW CONSTRUCTION / FIN INSTALLATION FRAME TYPE I OPENING FIN NEW F-1622-013 RETRO F-1522-013 SOX I NEW NOT RECOMMENDED 2 F-1767-001 I r-v16" WINDOW SYSTEMS a-- 1 9W SW 44TH AVE. OCALA. FLORIDA 34474 WWW.Cws.cc 3" PVC MULL BAR. IMPACT z 3 <Z3: r- Ow0 OWOpwZwJOZOZcr Z03: OR m - zii<wwooO01-0 <m'wUcoZai-InaZZI-tnZUg5LL2OOLLZCOI— 'z Z wmowalwFtOJmf- o u3L2 P'..1DR...... ,. yeOEN F 4 •,. v ' No SB201 0 : ; 0: STATE OF ; 4; 23r16' 9/26/2017 LUCAS A, TURNER, P.E. f-1522-006 FL PE # 58201 RETRO / FLANGE CLIP 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941.380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN 6Y DATE. ADE 09/27/12 Dv4G a V.: CWS -836 BmwCSHEET 1:2 4 OF 10 0 L' ANGLE 3' MULL CUP, FIN (LEFT) F-1767-004L fXJTSIDE L' ANGLE 3" MVLL CUP, FIN (RIGHT) F-1767.004R FRAME TYPE OPENING F-1522-XXIf FLANGE NEW F-1522-013 RETRO F-1522-006 FIN NEW F-1522-013 RETRO F-1522-013 BOX NEW NOT RECOMMEI RETRO F-1522-006 2 314" --( ---- 2 114' 1 3+s" (2X) t 7/16- THRU (TYP) 1M' F-1767-001 F-1767.001 F-1767-001 2 T/1fi" 7 114" THRU (TYP) OUTSIDE 6 718' L' ANGLE 3' STANDARD MULL CLIP - F-1767.001 19WSW 44TH AVE. OCALA, FLORIDA 34474 vvvvw.C`,NS.CC 3" PVC MULL BAR " IMPACT a z 3 ra/}z3: 1 DWO QWp0t- III ZoZ OOCZa zs2a woo z—cozzr rn OZUW-0U- 1-'200uzoHFF0- 0 1>-'t3 fU92inW {D J oU. >•- aa =~d w3: a f- a f:;—, 9/2612017 LUCAS A. TURNER, P.E. FL PE0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EXTRUSIONS ADE 1 09/27/12 VGA: REV. GWS-836 B A' — SHEET 1:2 5 OF 10 WI dStSaYYiHiN EMS 19W SW 44TH AVE. j OCALA, FLORIDA 34474 WWW,CWS.CC 3" tPVC . SEAL BEHIND FLANGE IU L.L BAR SEAL BEHIND FLANGE s PRIOR TO ATTACHING APPLY SEALANT ALONG FULL IMPACT PRIOR TO ATTACHING # TO MULLION ' LENGTH OFWINDOW FRAME 2 TO MULLON GROOVE PRIOR TO ATTACHING COVER 1 Z 3 a Z 0 31 11 11 11 wJ0 a 0wFINMUSTBEREMOVEDIIIzOZK- Z E' CONNECTEREWIN - a LU U) 4 3 3= O 0fnQCLPina z-?ZI-D0zOOu; U- i pz-2zOLLZiOF1=F0_ A HORIZONTAL MULL BAR SEO--N A HORIZ NTAL MULL BAR ECTION A V RTICAUHORlZONTAL MULL BAR SECTION LL w n 0 w rn u NGE FRAME WINDOW s FIN FRAME WINDOW s BOX FRAME WINDOW ? ='L p In O iI cot w= raza10RE W ' 14J l111 2 1 APPLY TALONG FULL ............ pr,:CEN OF MULF;, 11 12LENGTHOFRGROOVEVPRIORTOOATTACHINGDRIPNo582019 ;: ADAPTOR 0: ; Qx tn,-- I. STATE OFk FIN MUST BEREMOVEDCONNECT TODMu Li9 'S't#t00% DETAIL A Z i 9/ 26/2017 SEAL BEHIND FLANGE 1 {SEE DETAIL LUCAS A. TURNER, P.E. SEAL BEHINDFLANGE1 {SEE DETAILS) PRIOR TO ATTACHINb PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL -- FL PE # 58201 TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TOATTACHINGFLANGEADAPTORNORTH PORT, FL 34288 e R AL tv tj_1`BAR SECTION B VERTICAL MULL BAR SECTION E 1 L PH. 941- 380-1574 S FLANGE FRAME WINDOW s FIN FRAME WINDOW J SHEET OESGR TWN; SECTION VIEWS MULLS 7. O DRAWN BY: PATE; ADE 09127/ 12 E i 10 ba; -REV—, DETAIL 8 CWS-636 B SCALE; SHEET 1:2 6 OF 10 0 I O O O O A CD CD 1. A" 1 b TOP VIEW FIN FRAME 5" MULLBAR (H•1760) SEESEPARATEAPPROVAL FOR APPROPRIATE OP CHARTS) SECTION VIEW A -A 4- MULLSIR (H-1759) ISEE SEPARATE APPROVAL FOR APPROPRIATE OP CHARTS) SEE NOTE 1 7 ,1J,6' MAX. EDGE DISTANCE SEE NOTE 1 7AF --- l7b 13= MAX• EDGE DISTANCE I 1 19 SEE NOTES I S 2 19 SEE NOTES , 3 2 SEE NOTE 4 (1 EA./CUP) 1 EAJJCLP) SEE NOT£ 4 0 C 5" HORIZ. TO 3" VERT. MULLBAR SECTION C 4" HORIZ. TO 3" VERT, MULLBAR SECTION 7 LANG WINDOW T 1 1L3C MAX. EDGE DISTANCE SEE NOTE 1 WINDOW SYSTEMS L_—Zi 1900 SW 44TH AVE. Or -ALA, FLORIDA 34474 WwW:CWS,CC 3" PVC MULL BAR. IMPACT z "1 z 3: Cl U,O QwOwWOQtirzti z zI 3 i zx'atrw pOI-O 42firm_1-Zal-rna O-ImU0 PK mowo Z'iOociuv0-iceZU. w 0 a. a uj 10 CILccaSEE NOTES1 11 1 EAJcuP) SEE NOTE 9/26/2017 LUCAS A. TURNER, P.E. C3' HORIZ. TO 3" VERT. MULLBAR SECTION 7 - FLANGE FRAME WINDOW FL PE It 58201 1239 JABARA AVE. NOTES, NORTH PORT, FL 34288 PH, 941-380-1574 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 IOTY 1) AND 20 (OTY 1), AS SHEET DESCRtPTION: SHOWN ABOVE. SECTION VIEWS 2. PRE -DRILLED HOLES (THRU HrV CLIP1807), BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MMHTAB^NNG A MINIMUMCUP EDGE DISTANCE DRAWN BY: DATE: OFWZ' AND A MINIMUM CENTER TO CENTER SPACING OF 112". 3, THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION (i,e., HORIZONTAL OR VERTICAL). THE FULL LENGTH DWO x: REV.: MULL MUST BE THESAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL CWS-836 B 4. INTERIOR MULL ANCHOR ATTACHMENTSCREW THRU VERTICAL MULL INTO MULL Fc_j , SHEET CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10 I J TWIN VERTICAL MULLION OPENING SIZE TRIPLE TRANSOM OVER TWIN VERTICAL MULLION VERTICAL MULLION T w F z J Jtti OPENING SIZE 1+- OPENING SIZE TWIN TRIPLE HORIZONTAL MILLION HORIZONTAL MULLION N L rn 2 WzwO a z o z L 0 i MULL LENGTH --) I I-- MULL LENGTH --1 TWIN/TRIPLE HORIZONTAL MULLION F OPENINGSIZE L MULL LENGTH------- NOTES: 1, THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TRANSOM OVER TRIPLE 2, AN INTERSECTED MULL BAR HAS OTHER MULL VERTICAL MULLION SAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS, AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. W J OPENING SIZE T NITRIPLE HORIZONTAL MULLION VERTICAL MILLION W U) i ISINGLEJzZTWINJwORS o ITRIPLE1 UNITS BELOW OPENING SIZE MULL LENGTH — WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS,CC 3" PVC MULL BAR IMPACT z 3 aziOQw0 w zoz} rc-zW w3z0 3= zmm Xwoo01-0Z 4=,m OU t/j-UV1 nol_a=oz y-I-I_-ZU) LL ujw uuj U))U)wiQ QN z w NOTES: 1. AT MULLION LOCATION, ATTACH WINDOW UNIT($) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNITAPPROVAL DOCUMENTS. IFALUMINUMATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL zDOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENTTO WOOD SUBSTRATE, USING AHEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR 912) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL, TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 9/26/2017 2. MULL CUP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. LUCASA. TURNER, P.E. 3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL # A AlJA1239BARA WOOD MUST BE PROTECTED TO PREVENT REACTION. NORTH PORT, FLL 34234288 A. INSTALLATIONANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOTBE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH. 941-380-1574 MINIMUM SPECIFIED IN TABLE 1, SHEET 9. SHEET DESCRIPTION i 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1X BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY; iDATSADE09/27/12 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. OWG 0, IREV_: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY N07 BE CRACKED. CWS-838 I B 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERSFOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FINWINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAMYDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:1 8 OF 10 SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST, — SEE TABLE 1 19MSW 44TH AVE, OCALA, FLORIDA 34474 WWW.CSNS.CC RO FIT L BAR CLIP L„ ANGLE MULL BAR CLIP TWO REO'D PER EACH END OF MULL 3" PVC MULL BAR IMPACT Z 3 < Z MULL BAR MULL BAR1S}Iw z W o Z W20Zx--f' aN$>Oa3m ar OO1 INSTALLATION ANCHOR INSTALLATION ANCHOR U zx 2 N Z u) NIESEETABLESEETABLE ADD STRUCTURAL ELEMENTS AS REO'O TO MAKE LEVEL FOR SEALANT ALONG L I— ADD STRUCTURAL ELEMENTS O Z U In Z = U UF" - X MULL BAR OUTSIDE EXPOSED AS REO'DTO MAKE LEVEL FOR MULL BAR aL O ZOwy_ x O _ q i_- EDGE BY INSTALLER a V Z PERIMETER SEALANT Cl N o LU to W MIN, EMBEDMENT SEE TABLE 1 BYINSTALLER INSIDE AND OUT MIN.9 SOMEN7 IJi SEE TAB1 LE OZ 0. O r to ix- O ox„ 2 T r a CC W a SUBSTRATEBY OTHERS SEETABLE 1 Y'/ D" VERTICAL SECTION Q-TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD ANDJAMBSSIMILARFORFLANGEINSTALLATIONTABLE1; APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN, EDGE DIST, CON 3" CONCRETE (2. 85 KSI MIN.) 3116" ELCO ULTRACON 13/4" 1" HOLL 2X MIN. SOUTHERN PINE (G=0.55) 3118" ITW TAPCON 1318" 7i8" OR ELCOULTRACON2XMIN, SOUTHERN PINE (G=0.55) M10 WOOD SCREW 13J8" 718" 18 GAUGE ( 0.060") MIN. STEEL STUD 01D-15 HIL71 KWIK-FLEX OR iTW FULL THREAD 33 KSI YIELD MIN) TEKS SELF-ORLUNG SCREW THRU 0.060" 7/16" 118" ALUM. ( 6063-TS MIN.) OR MID GRADE 5 SELF TAPPING / FULL THREAD 118" STEEL ( 33 KSI MIN.) DRILLING SCREW I THRU 0.125" 7/18" T MIN. EDGE DIST. SEE TABLE 1 EE VERTICAL SECTION 9 TYPICAL FLANGE (1- ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME, 2, SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION, 3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4. FOUR ( 4) ANCHORS REQUIRED PER -T' MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3.. 5. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. Z 9/ 25t2017 LUCAS A. TURNER, P.E, FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH,941- 380-1574 H££T DESCRIPTIONS INSTALLATION DETAILS FLANGE RAWN BY JDATE' ADE j 09/27/12 WG 0. CWS-836 B CALE: SHEET 1:2 i 9 OF 10 RETRO FIT MULL BAR CUP MULL BAR NSTALLATION ANCHOR SEE TABLE 1, SHT9 SEALANTALONGE OUTSIDE EXPOSED EDGE BYINSTALLER EXTERIOR FINISH w MIN. EMBEDMENT BYOTHERS iSEE TABLE 1, SHT 9 PERIMETER SEALANT j BYINSTALLE INSIDE ANDOUT SUBSTRATE BY OTHERS—.. SEETABLE 1, SHT 9 4— MIN. EDGE DIST. SEE TABLE 1, BHT 9 F VERTICAL 0 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION L'ANGLE CUP TWO REO'D PER EACH END OF MULL MULL BAR INSTALLATION ANCHOR SEE TABLE 1. SHT 9 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH MIN. EMBEDMENT BY OTHERS SEE TABLE 1, SHT 9 PERIMETER SEALANT ElYINSTALLIER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, BHT 9 MIN. EDGE DIST, SEE TABLE 1, BHT 9VERTICALSECTION 10 TYPICAL FIN (V ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 3. FOUR (4) ANCHORS REQUIRED PER -T- MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER V 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. 19W SW 44TH AVE. OCALA, FLORIDA 34474 WVVW.CWS.CC 3" PVC MULL BAR. IMPACT z owo U1wooWmui Uzi 191 09 R3:ffi wzzxm< WOOO0O1-Oo' j< mi-w 0 ' a z w e=z z o:: -- UO w j= 10 i,- t: Z'6 0 ow >-5 o0w 0 IDLuw z4a. wo o 0 w 0 (L Xffrn ixcc: w 3: 2f r,-- 9/ 26/2617 LUCAS A. TURNER, P.E. FL PE 0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 94"80-1574 HEFT DESCRtPTM INSTALLATION DETAILS FIN ADE 09/271 12 iF 114EV7 — CWS- 836 8 ALE SHEET 1ODF 10