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Home My WebLink About104 Crown Colony Way; 18-3809; WINDOWSt YCITV OF S 0113T FIRE DEPARTMENT SEP 0 6 2 uilding & Fire Prevention Division j PERMIT APPLICATION Application No: Documented Construction Value: $ 14,000 Job Address: 104 CROWN COLONY WAY SANFORD, FL 32771 Historic District: Yes NoFv—/] Parcel ID: 33-19-30-5QS-0000-0020 Residential Commercial Type of Work: New[] Addition[] Alteration Repair Demo Change of Use Move Description of Work: REPLACE 10 WINDOWS W/IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Email: s@fhaproducts.com Aq, lit Property Owner Information CORDERO, MOISES ; CORDERO MELANIA I/ -U— Name Phone: 3 Street: 104 CROWN COLONY WAY City, State Zip: SANFORD, FL 32771 Resident of property?: OWNER Contractor Information Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 3044 SW 42 ST. City, State Zip: HOLLYWOOD, FL. 33312 Name: N/A Street: N/A 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 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit 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 regulating co truction a d zoning. Signature of OwnerJAgent Date Sign o or/Agent Da c 411 IRV, ` Owner/Agent is ersonally Known to o\ Produced ID Type of ID ;c,5P Contractor/Agent is Produced ID gr' xe 4 0 ` 1 rJo Ily Known to Me or Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit:, Yes No # of Heads Fire Alarm Permit: Yes 0 No E] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: q -IZl$ COMMENTS: Revised: January 1, 2018 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: LUIS COLLAZO AND MERCEDES COLLAZO- an agent of: FLORIDA HOME IMPROVEMENT ASSOC. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at 104 CROWN COLONY WAY SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. BURNETT State License Number: Signature of License H STATE OF FLORIDA COUNTY OF rr;rna1 Ran The foregoing instrument was acknowledged before me this day of 200--/(J,by WAYNE T. BURNETT who isy personally known to me or o who has produced identification and who did (did not) take aryoath. as O na Notary Seal) Print or type name Q`a14 J Notary Public - State of r-e-/, "C'- Commission No. 4 p5 My Commission Expires: s 0 erAteo4 Rev. 08.12) SCPA Parcel View: 33-19-30-5QS-0000-0020 Page 1 of 2 fovld Jppt'mEEon cFAyyAPRRPIRAISR sEMNOLC OOMf".. AcIAXM Property Record Card Parcel: 33-19-30-5QS-0000-0020 Property Address: 104 CROWN COLONY WAY SANFORD, FL 32771 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 160,408 153,742 Depreciated EXFT Value 2,925 3,038 Land Value (Market) 37,900 40,000 Land Value Ag Just/Market Value ** 201,233 196,780 Portability Adj Save Our Homes Adj 83,242 81,216 Amendment 1 Adj 0 P&G Adj 0 0 Assessed Value 117,991 115,564 Tax Amount without SOH: $2,959.13 2017 Tax Bill Amount $1,412.66 Tax Estimator Save Our Homes Savings: $1,546.47 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=3319305QS00000020 8/22/2018 SCPA Parcel View: 33-19-30-5QS-0000-0020 Page 2 of 2 Permits GARAGE FINISHED OPEN PORCH 36.00 FINISHED Permit # Description Agency Amount CO Date Permit Date 03138 REROOF SHINGLES SANFORD 1 $10,013 1 10/15/2015 02690 10 X 30 ACRYLIC ROOM ON EXISTING SLAB SANFORD 7,750 7/9/2004 02222 PAD PER PERMIT 104 CROWN COLONY WAY SANFORD 83,188 11/17/2003 6/1/2003 Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district In which the property is located. Extra Features Description Year Built Units Value New Cost ALUM GLASS PORCH 2/1/2004 300 2,925 1 $4,500 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=3319305QS00000020 8/22/2018 REQUIRED INSPECTIONON SEQUENCE: i su IDiING 1ps'PMW I 1IlIlA 1v1t RC J(W tCctio, Description'' Footer / Setback Stemwall Foundation / Form Board. Survey Slab /' Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing Walls Sheathing— Roof Roof Dry In Frame Insulation. Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection I. Final Solar Final Roof;. Final Stucco / .Siding Insulation Final Final Utility Building` Final Door Final Window Final Screer.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre --Demo Final Demo Final' Single jF-amilyt Residence- .;. . Final. Building Other RX IMn Ma 1(n e ll®n ]1De II'Il DtIl®n Electric. Underground Fboter / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final d in j SJG t SJ.dj" i'iY't'Jy. +..•.rr C' N.r .v V fJ yw::.+i tW'rr'aNiyr{! .'1at1 i7;,F!7«' "K"1'vR. {'t=if a Inspection Descri2tion Plumbing Underground Plumbing Sewer Plumbing Tub- Set Plumbing Final 1ffln Max Mechanical Roug Mechanical. Final MM Max ICns ection. pDescri tioan Gas Underground Gas Rough Gas Final REVISED: June 2014 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018101582 Book:9204 Page:1202; (1 PAGES) RCD: 9/5/2018 3:43:34 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC. 8034 SUNPORT DR 1401 OR ANDO FL 328 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. CERT1FI D (:OPY (' " ?- NW,.G . CLERK OF TFiE CiftCUfi COUR3 AND COMPTROLLER SEMINOLE 0 TY tORIDAsr,S gy DE LERK Oate L Parcel ID Number: 33-19-30-5QS-0000-0020 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 2 CROWN COLONY SUBDIVISION PS 61 PGS 76 - 78 : 104 CROWN COLONY WAY SANFORD, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name: CORDERO, MOISES ; CORDERO, MELANIA Address: 104 CROWN COLONY WAY SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: N/A Address. N/A CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC. Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other docurnants 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 Llenor'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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the b st of my knowledge and - lief. Y g- Or+tsfs_iaeY! • Owneft Print0d Name Ftwk% Stetuta713.13(1)(g):' The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead.' State of r-6 County of %' e The foregoing instrument was acknowledged before me this ; 1// day of 20 161 by 3 Who Is personally known to meto Name or person making statement .`\G \ OR who has produced identification type of identification produced: A V . 7 O\ 2 0 Paul Norman\,, s otary Signature a Av +.11Cy r OF 11-0 My Commission Expires 3/10/2020 0 `\•, DSO ZCommissionNo, FF 970481 •r RWIdA HOMO lMPrvftw&M Associate, Uwftft NO. AMt 06100 J Qutaia Oda"09 Tot 407472-83al FLORIDA04HOME-IMPROVEMlENTF8034SUPportUx.9401. oO rlpmdL3:1209 Job # ASSOCIATES0. ReplacementWIndowsConn ract Name: _YA_ O J_Se_S 0rj4LV-0fjoMePh0ne. Y Address -.- I ........... Cv-b%4jX Ca I., n1V State* IC-L- ZIP-,Iz-i- Ibis Contract 15 Madeand entered into WSj- a fjo( jda mrisofation (TWraclor-w THA-L and ownerisl r4m Fa a bove of 1ht, restclence located at the address il;jed abaverrhvmn sect % we wx 1hewod". contractor agrees to pedwrn Isne work descmhm bVlowz 0 1 OhAft *0 4w% Accke and fjt W 1) Remove exNfinq ann, to be tMlawd, (NOM Removed items are likely low lama P-tb Ole deftfitA 0. Cumn'ts A 19AV19 FfO16 d0cm the h" is insulated Weniffmcl " M hluft aw lot Hinga. 04 VOUNO- foloth Do*" the ft" Install Atumtnumtnsutattcl Aluminum Non-tnstriatett -AMw 11001 ft dMllfid 4) WaRs- _,• F14A En vrgy Storm Savel AIUMWjM Injulated, . AjumhMM Non_Insulated Hota,InTnct. I ) Color. WhiW.-K Tao!_ 8rvrar._(jyey. Mill Finhht omb casaratcatt pdctcrrtrisrixoGaos Ocher to XN*- r sta.lam— or,— FA AF M M L-Z- .............. LI Singh French Door Facluvr [-G-c-v-Mafr1c AAAF M FAAF AAF FAA RHj 1 L14f Qfy— oty—oty— oty— Qty— Qly-- Qty. ay— QW--d— Warranty; 1AA AAa VW S • bri R 6) MULKEREi 7) . . .......... . .. 9) 0 A,*" bl, 1" the rvtnl OUT cwltrzctvis vftble to, VA'Aw"t"son to Obtain pow porn"t, pov to congrAMWAM dwl WOrk. ton,jaelm ghat) refund mp y pe%jous $,,nmj &,4 this ts&nw<c*m shotbe vvWWWA4 Canmftd, kftd.'& contractor %Ilea com"' e'" the M,&,.qhn -1-9 days dtworscutwn 04 the cwv4d ilh&,cbM*M"M4* DWI a-d sh-el endow4w to cwnp*e all wDeAhveww" wwo 12W daysahn thecorm*Acenvol Dztt- cantrad Pme SLJ 11A Q_q J-QN Sgestaxi--w S-- TwICTAL Maim 41 UbwarW Materleu Vndud-% AM) S w&*tK44r) ow." pmvfd g w eRtica WINMV55WHEREOF, the P6r1L-$ h4reW haM ONO(Alted this CW .MCL under " at oftlie dAy and year firstztOic Written - You the GaW may cwwA this ran"c"g, many time prior to wAdn§ht an Ow thhd business &I at" ft dhit Of" trarmcdon, See the attattled no" of 01300"atign fcM for " 0944"alive' of W's Alght FHA LIM M Product Approval Specification Form x;\*\7DING Permit # # 1 8- 3 8 0 9 ( Sp,111F0R0 Project Location Address SANFORD, FL 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 DoorsBUILDING Q 05 N Swinging PORor-AMITISSUEDTRUED TO BE A Sliding LICENSE TO PROCEED WITH T E WORK AND NOT AS Sectional PLANS EXAMINER AUTHORITY PROVISIONANYOFTHE 3 F THE TECHNICAL Roll Up IZ't ASIDE CODES, NOR SHALL ISSUANCE Y A PERMIT PREVENTHEREAFTER Automatic THE BUILUINU UrrI1,11iL rr,WM 1ERRORS IN PLANS, Other CONSTRUCTION OR VIOLATIONS OF THIS CODE 2. Windows Single Hung CWS 8100 FL16177.1 Horizontal Slider Casement Double Hun Fixed CWS 8300 FL13010.4 Awning Pass Through Projected Mullions CWS 1 x 3 FL9520.1 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WAYNE T. BURNETT Please Print) June 2014 FHA - DIAGRAM SHEET WOFSh#a-eara S PW 35 3/4 x 17 7/8 67.5) FL13010.4 Florida Building Code Online Page 1 of 2 Comments Archived Cl 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 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 Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16177 R2 COI EvalReport812C.ndf Standard Year AAMA/ W D MA/CSA/ 101/ I. S.2/A440- 08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS201/202/203 1994 http://www.floi-idabuilding.ol•g/pr/pi- app_dtl.aspx?param=wGEVXQMDgvyf4ngAXh10... 12/14/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 Page 2 of 2 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Liml s of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 II CWS-812C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. FL16177 R2 AE EvalReoort812C.pdf Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Next Contact Lis :: 2601 Blair Stonp Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 notsend electronic mail to this entity.. Instead, contact the office by phone or by traditional mail. If you have. any questions, please contact 850.487.1395, -Pursuant 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 Chapter455, F.S., please click berg_ Product Approval Accepts: w: 09 n W' -h Credit Safe curit xt Illr http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017 1.239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. 429779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, 70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 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`" 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-812C, 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 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C o 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 (1/8Ann-.090PVB-1/8Ann) inboard lite Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`s Ed. (2017) 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. ORE 1v Lucas =- No 58201 Turner 2017-08-30 STATE OFSS : + 16:11+20:00 p,•., : `{'; 8/29/2017 0 R G•'.' Lucas A. Turner P.E. S/6N _ ;:+'i* FL PE #58201 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 47 11116" GLASS DLO A -- MAX OVERALL FLANGEHEIGHT B I 61 314" I MAX. UNITHEIGHT tI- 30 3/16" I MAX. SASHHEIGHT 1 TABLE OF CONTENTS GENERAL NOTES.. ELEVATIONS-...1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS. & B.O.M........................4 ANCHOR SCHEDULE & NOTES INSTALLATION DETAILS....................6 o I I I I A 45 1116' GLASS DLO 48 3/8' MAX. SASH WIDTH GENERAL NOTES: oRlfl]1lYlll/m" MFPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 19M SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: "0/X". SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACTNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.0001/09. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST AND GLASS TABLES 1- OQASTME13OA4e01/O9RESSURE 0 J o FwF-- w 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED 0 Z O Zy x-? h F w Z 0 3oOINTHEDESIGNOfTHISPRODUCT. SEE SHEETS FOR ANCHOR z x m ¢ x w p DETAILS.ORATION FACTOR Cd=1.6 WAS USED FOR WOOD a Z 0) 0 Z ZCALCULATIONS. B 26 13/16" 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Z OZU Z=V._ F- - u 7-0 O u_ Z GLASSDLO NOT REQUIRED. QQ O w r m o- 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w CLK Y0, Z' O o o o w m w USED AT FIXED MEETING RAIL AND JAMB. x 2 d 0 O t- aim} 8. SERIES / MODEL DESIGNATION SH-8100. p wN0 x a u, w rn 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: p uu/nq X-= OPERABLE SASH, 0 = FIXED SASH 0 pgoREW "i 26 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR GP5•1G ENgF.."Q,i + ASSGLAS LOCATION. v :- N. 58201 y , DLO g 11. EXTERNAL WEEP SLOT = 114" x 1-114"LOCATED 4" FROM BOTH ENDS. 6 0 `-: STATE OF : /: 6 Office ...... O % MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING RATING 51-7/8" x 61-3/4" 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS BAT 06/18/12 DWG#: REV.: CWS-812 C SCALE: SHEET 1:15 1 OF 6 owlbmfflWINDOWSYSTEMS 1900.SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC _ 8100 PVC SINGLE HUNG _ IMPACT a z 3: ¢z3 z wwJO ¢wF-zw W ZoZ} W— LL F-W ZF-3:2 718" OVERALL INSULATED GLASS 718" OVERALL INSULATED GLASS Z Z 2 G w O OOOO X'w 1/8' ANNEALED OR TEMPERED 1/8" ANNEALED OR TEMPERED U z 6 W Z D_ F Q. z Z — z l- M V) 7/16" AIRSPACE O=p 7/16" AIRSPACE Q fl Z U Z 0 V zZ 5/16' LAMINATED GLASS 5116" LAMINATED GLASS Q Fes- U ~ Z Uj 118" ANNEALED 1/8" ANNEALED w LL O v}i =0 W O D z a OJa11- 090' PVB INTERLAYER BY DUPONT .090" PVB INTERLAYER BY DUPONT O = 1"' It w 1n 118" ANNEALED 1/8' ANNEALED d a OUANEX OURASEAI OVANEX DURASEAL T10W IG SPACER IG SPACER P'RE p 4 PURFECT GLA2E"H" OR SIKAFLEX 552 4 PURFECT GLP.ZE'N'ORSIKAFLEX 552 ay ;.`GEryS.rG,Q No 58201 •:7` 14 1/2" GLASS BITE i 1l2" GLASS SITE 48 48 9 % STATE OF ; W. 1 O SASH LITE FIXED LITE 9/Zti2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN.BY: DATE: BAT 06/18/12 DWG#:REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE' SHEET 1:1 2 OF 6 cw2lbm- INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 4 3 53 1 38131 3 4 4 WWW,CWS.CC _ 8100 PVC SINGLE HUNG o IMPACT 0 as i 3 ¢Z3raazwooawOw 14 32 Z ZSmQ=wOp314541465666344OOM- O V Ca = F X 0vaiSECTIONS-B o z6—ZP 54 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SASH SECTION VIEW. z a M OZ O o z O — SHOWS F Z n0. 0wl1)wLLZ:Nw 0J(QF- cn0- > 14 39 p w~O LuL W 40 a i unYrr p REW l 2 8 Q INTERIOR G 48 No 58201 STATE. OF 53 fill 11011 14 65 10 6 3 3 q 3 9122,2017 18 B IUCAS A. TURNER, P.E. 2 4 FL PE # 58201 3 1239 JABARA AVE. 30 NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SECTION A -A DRAWNSY: DATE: BAT 05/18/12 DWG 0: CWS-812 REV.: CNOTE: ITEMS NOT SHOWN FOR CLARITY: SCAB SHEET20, 25-26, 36-37, 44, 5152. 55-56, 64, 67-68 1:2 3OF6 X 13 X R likron Vinyl " 3 1l8" -{ fikron Vinyl fikron Vinyl - 1 ilkron Vinyl 2 ymattc Alum 3 rofikn Vinyl 2 11/16" 4 ymark Alum 1116^ likmn Vinyl fikron Vinyl fikron Vinyl PVC FRAME FLANGE-6031 likron Vinyl fikron Vinyl fikron Vinyl ymark Alum 718" BSI 9116 BSI Plastic 3 BSt SS 111s" edock edock Zamac Saer Plastic REINF., IMPACT HOOK-1112 Itrafab istenal Steel 1b City Steel ib City Steel 1b City Steel a chnee 7EH," A&M Nylon r/Henkel Lowe Rubber PVC SASH STOP -6025 Mabel 3/4„ LASS 3n6 LASS reseal 13 metal Alum tns" Imetal I Alum REINF. S.S.RJS.S.R. - 1498 14 1 P-3b41 I X 1/Z , I -an Heaa, ItK I-astenal LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 68 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC SASH BTM. RAI L-6028 7 3118' ---I 1 Isis, Ins• PVC SASH SIDE RAIL - 6004 1/2" T18" I 16 1116" PVC SCREEN CATCH - 6013 3!4" 3 15l16' 1/16" REINF. STM RAIL-1699 0 3116" b o 7l8" 31,,,iza l" IMPACT HOOK S-1577 2 3116' e 1 sle" LEI 1/16" PVC SASH TOP RAIL-6027 1 112" 1 2 FIXED RAIL- 1836 s/1s^ 2 1 5l16" 045" PVC FIXED RAIL COVER- 6063 518" "-{---{ 1„ L0--11@11 REINF, TOP RAIL-1497 FRAME CORNER CONSTRUCTION 4 CORNER WELD ALL SIDES) 1:8 3 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 1 118"y 19 PVC SCREEN SUPPORT - 6014 F- I 14 7!8" PVC GLAZING BEAD-6064 112' 3116-7j —3•-I Ir o SCREW SUPPORT-3113 t 9W SW 44TH AVE, OCALA, FLORIDA 34474 WWW.CwS.CC 8100 PVC SINGLE HUNG - IMPACT z ¢ Z 1— ow0 mwOo0 w zp2 Kk i- u- I-W ZI-3:ji= z zm< O UrpV =,M LL WOP Ot,zOuj.r = 0 OUa:o0wou.; w p u1 zn KO ut p wF 0 a-X > a- w w, rL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 BOM AND EXTRUSIONS BAT 06/18/12 1G#: REV: CWS-812 C 7- SHEET 1:2 4 OF 6 6" MAX (TYP.) 17" MAX. O,C. (TYP) 6" MAX. (TYP ) 4 ( 4- (TYP. 4" (TYP.) 10 1/2, MAX. O.C. YP.) I I I I I I I 4 1 1 1 1 10. 11 2" 4X, O.C. TYP.) ANCHOR LAYOUT-(FLANGEL SEE NOTE 2 INSTALLATION ANCHOR (TYP.) MtO PNL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 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 8E CONSTRUCTED OF HIGH 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 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 6. a2gogm. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC - 8100 PVC SINGLE HUNG - IMPACT a Z 3 ¢z3 O W p OZWJ W ZZ 0_, O Q000=3m Z Z=2 ZZ<X,OO O ou pOa¢Izc~na i- t—,208U.Z OFrFZ- 00 Ftui co 0 ccO: W!-QalaS Of HaccVPy1GENg` F GRy . Z-' No 58201 L * ;t- ro• STATE OF ,` 40 F •;oaiQ. GAO oNA ;ll 9/ 22/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941380- 1574 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. 1 U1.1-11— INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7. A MINIMUM CENTER - TO - CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" 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. BAT 06/18/12 DWau: REV.: SUBSTRATES SHALL MEET THE MINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 C 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),. FMA/ AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMANYDMA 300(EXTERIOR DOORS) SCALE: 1:15 SHEET S0F6 SUBSTRATE BY OTHER SEE TABLE 1 PERIMETER SEALANT - BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND - FLANGE BY INSTALLER PERIMETER SEALANT - BYNSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE VERTICAL SECTION TYPICAL SILL ANCH MIN. EDGE DIST, SEE TABLE-1- MIN. EMBEDA SEE TABLE I 1/4" MAX, SHIM CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX SHIM MIN. EMBEDI SEE TABLE I MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHORTYPEMIN. EMBEDMENT MIN. EDGE. DIST. CONCRETE ( 2.0 KSI MIN.) 3/16':ITW TAPCON 1-1/2" 1.118' 0 T-FILLED CMU (117PCF MIN.) 3/16'-17W TAPCON 1" CO GROUT - FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4' 2-1/2' 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON. i 3/8' 7/8' 2X MIN. SOUTHERN PINE(G=0.55) 1#10 WOOD SCREW 1 1-3/8" 7/8' 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 010- 16 HILT? KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/ 16" 1/ 8- ALUM. (6063-T5 MIN.) OR 1/ 8- STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL. THREAD THRU 0.125' 7/ 16' MIN. EMBEDMENT SEE TABLET SUBSTRATE BY OTHERS 1/ 4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST SEETABLEI INSTALLATION ANCHOR SEE TABLE I PERIMETER SEALANTI BYNSTALLERINS DE AND OUT SEALANT BEHIND FLANGE BY INSTALLER n \ HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE INSIDE AND OUT a \ HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR 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 WfTH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 11Y/I/I1900 SW 44TH AF E. OCALA, FLORIDA 34474 WWW. CWS.CC 8100 PVC SINGLE HUNG - IMPACT 6 ? i a23: O W O Q W pO W ZWJO Z(Oi1Z}O Z~ z Ha- W'ZI-33= Z 22-rG Q 2 W 0 0 OO~O ¢=F UQw-ZO-r-w0- 0 Z- ZF-D0 OZU[ IiZDU- Y S-W2O0OZ i ¢ 0y 2P= p W i D 3 92 W tnOW W Z usa pot w 0 WF a K-w- 0, a REw j O No 58201 '1 0= 4- 13 STATE OF :1U Qp tIbm" 0C% 9/ 22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH, 941-380-1574 4EET DESCRIPTION'. INSTALLATION DETAILS RAWN BY: DATE: BAT 06/18/12 G #: F .. CWS- 812 C GALE: SHEET 1: 2 6OF6 K1 A BCIS Home Log In User Registration Hat Topics ! Submit Surcharge Stats & Facts Publications ! FBC Staff BCIS Site Map Links Search n F;orlda J hi Product ApprovalPUSER: Public. Uscr Proahir:t Am —,ill nlsn,I > Prnd .rl i>r Apnllrmion 5 rrh > Anolicntinn Lfxl > Application Detail FL y FL13010-R6 Application Type Revision Code Version 2017 Application Status Approved App y DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352)368.6922 Ext291 jlathrop@cws.cc Category Windows f Subcategory f f Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 AAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1886-05 ASTM E1996-05 PA TAS 201/202/203 Equivalence of Product Standards Certified By Year 2005 2008 2005 2005 1994 Product Approval Method B Date Submitted J Date Validated Method 1 Option A 0/30/2018 05/31/2018 Date Pending FBC Approval Date Approved 06/10/2018 Summary of Products FL # i Model, Number or Name Description 113010.1 1 PW-8150 PVC Fixed Window I PW-8150 PVC FIg/Fin Fixed Window j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FIFI .3010 R6 C CAC CAR 138-1357.odf Approved for use outside HVHZ: Yes FL13010 R6 C CAC CAR 13S_1362,0ff Impact Resistant: Yes FL13010 R6 C CAC CAR Q8 562.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150, 36" x 72" and 72" x 76" see installation 09/14/2019 detail for DPs. Large Missile Impact. In HVHZ may only be Installation Instructions used up to 30ft above grade. Glass complies to ASTM E1300- FL13010 R6 ti GWS_433D,pdf 04. Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalRePort433D.ndf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, Continuous Head & Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13010 R6 C CAC CAR 1 38-261e2.pdf Approved for use outside HVHZ' Yes FL13010 R6 C CAC CAR 138-705e2.odf Impact Resistant: Yes FL13010 R6 C CAC CAR 1 38-706e2.pdF Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 08/12/2019 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010 R6 II CWS-510C.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AF FvalRei or_t510 —Pdf Created by Independent Third Party: Yes 13010.3 PW-6300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120" x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13010 R6 C CAC CAR 138-258e2.0f Approved for use outside HVHZ: Yes FL13010 R6 CAC CAR 138-481e7-.odf Impact Resistant: Yes FL13010 R6 C CAC CAP, 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile 04/09/2019 Impact. Glass complies to ASTM E1300-04r Installation Instructions r FL13010 R6 II_CWS-373C.pdf Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE FvalRenort373C.odf Created by Independent Third Party: Yes 13010.4 PW-6300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120" x 48" Li Use Certification Agency Certificate Approved for use in HVHZ: Yes FI_13010 R6 C CAC CA.R_138-1093.odf Approved for use outside HVHZ: Yes FI.13010 R6 C CAC CAR 138- U20 e2.ptlf Impact Resistant: Yes FL13010 R6 C CAC CAR 138-250.ndf Design Pressure: +70/-70 FI 13010 R6 C CAC CAR 138-274e2.pdf Other: PW-8300, 120" x 48", DP = +/ 70 psf. Large Missile FI-13010 R6 C CAC CAR 1 8_457.pdf Impact. Glass complies to ASTM E1300-04, FL13010 R6 C CAC CAR 138 465.pdf FL13010 R6 AC _CAR 138-534.odf FL13010 R6 C CAC CAR 138-730e2.9df FL13010 R6 C CAC CAR 138-73ge2.pclf Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010 R6 II C?.NS-15gFj)df Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalRer t159F.pdf Created by Independent Third Party: Yes i Bacl. Next j Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an.AA/EEO employer. Conyrinht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact (tie office by phone or by traditional mail. If 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 an email address if they have one. The emails provided may be used foi 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: K P—ii-11 cChF) rM Credit Card Safe ri T UJRNER ENGINEERING & CONSULTING, IAC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 e F&E C.O.A. #29779 Evaluation Report 159E September 7, 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside HVHZ) 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" Edition (2017) Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Thin report, prepared by Lucas A. Turner, P.E., at 1239 .Labara Ave., North Port, FL 2) Approval drawing CWS-159E, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3954-01 and -1A, and NCTL-210-3955-01 and -IA, from National Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WDMA/CSA 101/1.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 202, 203 1994 (TAS reports 3954-IA and 3955-I A signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-1.59E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: May be used in O configuration in sizes tip to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf vi HVHZ or +/-65 psf outside the HVHZ, with max. glass daylight sizes as shown in CWS-159E Is large missile impact resistant and does not require the use of shutters a May be used in the High Velocity Hurricane Zone Requires outer lite in L.G. to be safety glass when used in 1-1VHZ above 30 ft of grade Requires glazing As shown in CWS-159E, With Kuraray (Dupont) S6ntryGlas Interlaycr per ` Miami -Dade NOA 14-0916.1 l t in DP65 or 67.5 units or Kuraray (Dupont )PVB Interlayer per Miami -Dade NOA 16-1 117.02t in DP55 units Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 17-0206.10' I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 61h Ed. (2017) 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. t tttU lllill,I Lucas Turner oa2t11 2017-09-16 9/07/2017 07:24+20:00 0: : s'r;vrE 0P ws Lucas A. Turner, P.E. FL PE #58201 Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Page: 1 Of: TONP Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1093.0 Issue Date: 6/16/2014 Revision Date: 2/28/2018 Expiration Date: 4/29/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. I Licensee Information: I Product Information: I Custom Window Systems, Inc 1900 SW 44th Avenue Ocala FL 34474 Model: 8300 Fin/Flange Frame PVC Imp Fixed Operator Type: FW Config: No, GS-7/16" HS Lami IG Max Width: 72 Max Height: 76 Referenced Standard; PGoduct Rating: 4 , AAMA/WDMA/CSA 101/i.S.2/A440-08 Class LC-PG65 1829x1930 (72x76)-Type FW WTP=15.0 Qualifying Test Information: Test Report No: NCTL-210-3954155-01 Test Report Expiration: 4/29/2021 Authorized Signature: Keystone Certifications, Inc. 20 1 8.02.28 145 Limekiln Rd. Suite 1,0013 New Cumberland, Pennsylvania 17070 07:02:56-05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW,KEYSTONECERI'S.COM Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 page: 1 Of. KV-YSTOi G G!'tTl1=IGATION'a. !NC'. Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 1320.0 Issue Date: 12/11/2014 Revision Date: 5/31/2018 Expiration Date: 9/23/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 PVC Fin/Flange Impact Fixed 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-7/16" HS Lami IG Max Width: 72 Max Height: 76 Referenced, Standard: Product Rating: , PA/TAS 201/202/203 Large Missile, DP +/67.5, 72x76 Qualifying Test Information: Test Report No: NCTL-210-3954/3955-lA Test Report Expiration: 9/23/2021 Authorized Signature: I 2018.05.31 11:14:02-04'00' Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM j Document Title: Structural Performance Doc No: FRM B1-02 Rev No 7 Page: 1 °1 1 STON Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 250.0 Issue Date: 6/24/2008 Revision Date: 4/30/2018 Expiration Date: 5/12/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Vinyl Impact Fixed 1900 SW 44th Avenue Operator Type: Ocala FL 34474 Config: No, GS - 15/32" Lami IG Max Width: 72 Max Height: 76 Referenced Standard: Product Rating: , , ASTM E1886/E1996-05 Missle Level D, Wind Zone 4, DP +/- 67.5, 72x76 Qualifying Test Information: Test Report No: NCTL-210-3530-1A & -2A Test Report Expiration: 5/12/2021 Authorized Signature: Keystone Certifications, Inc. 201 8.04.30 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 12:36:58-04'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM j j Document Title: Impact Performance Doc No: FRIVI B1-43 Rev No: 4 Pag=: 1 Of: 1E.YSTO, Certification j Authorization Report Required By PRO B1-03 CAR & Product ID Number: 138 - 274 Issue Date: 8/29/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products nearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. J Licensee Information: Product Information: I Custom Window Systems, Inc Model: 8300 PVC Fin/Flange Frame Impact Fixed 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16" Ann Lami IG Max Width: 48 Max Height: 72 Correspor)ding Structural CARs:' 138-730.0 I Referenced Standard: Product Rating: ASTM E1886/E1996-05 Missile Level D, Wind Zone 4, DP +/-55, 48x72 Qualifying Test Information: Test Report No: NCTL-210-3672-1A/2A Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. 2015.11.1 6 564 Old York Road, Suite 5 1 C Etters, Pennsylvania 17319 Phone: 717-932-850011:31:05 -05 00 Fax: 717-932-8501 W W W.KEYSTONEC ERTS.COM Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Page: 1 of 1 V-YSTO Certification J x Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 457.0 Issue Date: 6/24/2008 Revision Date: 5/2/2018 Expiration Date: 5/12/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels.. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: I Product Information: Custom Window Systems, Inc 1900 SW 44th Avenue Ocala FL 34474 Model 8300 Vinyl Impact Fixed Operator Type: FW Config: No, GS - 15/32" Lanni IG Max Width: 72 Max Height: 76 Refgrenced Standard': , Product Rating: , AAMA/WDMA/CSA 101/IS2/A440-05 I FW-HC65 1829x1930 (72x76) Qualifying Test Information: Test Report No: NCTL-210-3530-IA & -2A Test Report Expiration: 5/12/2021 Authorized Signature; Keystone Certifications, Inc. 2018.05.02 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 07:27:00 -04'00' Phone:717-932-8500 Fax: 717-932-8501 W W w. K EYSTO N E C E RT S. c O M k Document Title: Structural Performance Doc No: FIRM B1-02 Rev No: 7 page: 1 01: 1 TO. Certification Authorization Report Required By: PRO Bl-03 CAR & Product ID Number: 138 - 465.0 Issue Date: 8/14/2008 Revision Date: 4/30/2018 Expiration Date: 5/14/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Vinyl Fixed 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS - 15/32" Lami IG Max Width: 72 Max Height: 76 Referenced Standard: Product Rating: , PA/TAS 201/202/203 Large Missile, DP +/-67.5, 72x76 Qualifying Test Information: Test Report No: NCTL-210-3530-1 & -2 Test Report Expiration: 5/14/2021 Authorized Signature: Keystone Certifications, Inc. 201 8.04.30 145 Limekiln Rd. Suite 100B A '4'g New Cumberland, Pennsylvania 17070 12:37:41-04'00' Phone:717-932-8500 Fax: 717-932-8501 WWW.I<EYSTONECER 1-S.COM Document Title: I ( -. Impact Performance Doc No: FRM B1-43 Rev No: 4 Page: 1 Of: 1 TO GCltTl!'IC 1l'ION's. IMC. Certification AA4 Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 534 Issue Date: 6/16/2014 Revision Date: 2/2812018 Expiration Date: 4/29/ 2021 Company Code: 138 This Certification Authorization Report ( CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Fin/Flange Frame PVC Imp Fixed 1900 SW 44th Avenue Operator Type: FW i Ocala FL 34474 Config: No, GS-7/16" HS Lami IG Max Width: 72 Max Height: 76 Corresponding Structural CARs: 138- 1093.0 ` Referenced Standard: Product Rating: ASTM E1886-05/E1996- 05/09 Missile Level D, Wind Zone 4, DP=+/-65, 72x76 Qualifying Test Information: I Test Report No: NCTL- 210-3954/55-01 Test Report Expiration: 4/ 29/2021 Authorized Signature: Keystone Certifications, Inc. 201 8.02.28 145 Limekiln Rd., Suite 100B New Cumberland, Pennsylvania 17070 07:50:33-05' 00' Phone:717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERI"S.COM E F1 Document Title: Structural Performance Doc No: FRM B1-02 Rev No: ] Page; 1 Of:1 yE,YSTO C4 iTIRtG/TIOn15 Certification iiiwwwwww,.„ ddd Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 730.0 Issue Date: 8/29/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.corn. I Licensee Information: I Product Information: Custom Window Systems, Inc 1900 SW 44th Avenue Ocala FL 34474 Model: 8300 PVC Fin/Flange Frame Impact Fixed Operator Type: FW Config: No, GS-5/16" Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard: , Product Plating: , , AAMA/WDMA/CSA 101/IS2/A440-05 FW-HC55 1219x1829* (48x72*) Qualifying Test Information: Test Report No: NCTL-210-3672-1A/2A Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. 2015.1 1.1 6 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 f 13:29:13-05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERI S.COM j Docunent Title: Structural Performance Doc. No: FIRM B1-02 Rev No: % Page: , Of:, EYS` ON J Certifications Authorization Report Required By: PRO B1-03 CAR & Product ID Number: Issue Date: Revision Date: Expiration Date: Company Code: 138 - 739.0 10/28/2010 11/13/2015 3/16/2020 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Fixed with Fin or Flange 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16" Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard:, Prgduct Rating: I , PA/TAS 201/202/203 Large Missile, DP +/-55.0, 48x72 O Qualifying Test Information: Test Report No: Test Report Expiration: NCTL-210-3672-1 & -2 3/16/2020 Authorized Signature: Keystone Certifications, Inc. 201 5.1 1 .1 6 564 Old York Road, Suite 5 j-) - C? Etters, Pennsylvania 17319 4 . 139-34:52-05'00' Phone:717-932-8500 Fax: 717-932-8501 W W W.KEYSI ONECERI S.COM 7: M O' F1 PICTURE WINDOW - LARGE MISSILE IMPACT 49 V4" MAX. OVERALL FLANGE WIDTH 4T MAX UNIT WIDTH 45 118" GLASS DLO 1 A 1/4' I I X. ERALL B 4NGE IGHT 72" I I I O P.1AX. I I UNITHEIGHT 69 118" GLASS DLO I I I HK A J TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.......I ARCHITECTURAL SHAPES2 GLAZING DETAILS .............. ....... ........... 3 SECTION VIEWS....................................4 EXTRUSIONS & B.O.M...........................5 ANCHOR SCHEDULE & NOTES.........6-7 INSTALLATION DETAILS.......................8 1 B B C K. 8 GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLYWITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1995 PER THE FBC, 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: " 0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN. ON SHEET 2. 4. DESIGN PRESSURE RATING: NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E- 1300-04e01/09. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 8 FOR. ANCHOR DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW-8300. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0 = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LucasTurner 2017- 09- 22 11:45- 04:00 LOCA E RATING IMPACT RATING 48" x 72" 55 PSF NON-HVHZ 72„ x 76„ 65 PSF LARGE MISSILE IMPACT HVHZ 67. 5 PSF 6 cw' ggomffl WINDOW SYSTEMS1900SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS. CC 8300 PVC PIC6TLIRE WINDO% IMPACT a z 3 az3: I- pW0 - tuod w ZOZ rZ O Q nyOa m z z=m<= wo=o 0 00l-Z0- H WCL O Z-`Zf co Y <-wcmmoz a 2 QO ~ Z W' 0 ocY VJO W OW z fnW )J VJI- CL a a ~ a XCL _ p10RE6V n, Na'- No 58201 • : u :¢_ 11'. STATE OF : L' Oct`- O P. 912212017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380- 1574 GLIWERAL NOTES AND ELEVATIONS AIDE 05/ 05/ 07 IG:;' REV.: CWS- 159 E ALE: SHEET 1: 20 1 OF 8 66 FULL CIRCLE i i 112 CIRCLE 1/4 CIRCLE FULL ELLIPSE ("OVAL") OCTAGON TRIANGLE TOMBSTONE TRAPEZOID NOTES: 1. SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 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, 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 & 7, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1900 SW 44TH AVE, OCALA, FLORIDA. 34474 WW W.0 WS.CC 8300 PVC Pl&URE WINDOW IMPACT z. QZ3 a C W o ZoZ,.0CgE LL Zl-3gi z z=m¢.xuoo O0 UHF-Zal-Uia O Z - ZF O0z00UVjZU- 2 2OOZZ ui a60O OWOw z nm 0(n 0 ui 0 a2> a CL 3a v ' No 5a201 •:1 O'er• STATE OF W; j- /ONA z5-7 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEEII&ESCRIPTION: RCHITECTURAL SHAPE; AWN 5Y: DATE: AOE 05/05/07 VG N, REV, CWS-159 E ALE.SHEET 1:1 2 OF 8 In QUANEX DI IG SPACER min SETTING BLOCKS PER FBC 2411.3.3.1 1" OVERALL 3116' ANNEALED or TEMPERED 112' AIR SPACE 5116" LAMINATED 118" ANNEALED 090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 7 1/2" GLASS SITE GLASS TYPE A QUANEX DL IG SPACER 1" OVERALL 3116" HEAT STRENGTH or TEMPERED 318" AIRSPACE V16" LAMI GLASS L 16" HEAT STRENGTH 090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" HEAT STRENGTH PURFECT GLAZE"H" SIKAF-LEX 552 7 1/2" GLASS BITE GLASS TYPE B GLASS TYPE MAX SIZE W x H DP +/-55 A 48 X 72 DP +1-67.5 B 72 X 76 WINDOW SYSTEMS b,v- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT z R: aZ3 r Ow0 aw0 w zoz c-? o Qcn3ro 3m_ w -w z 3g= O OI--00a Qw00 c zal=-v~ia Z Z 0 0 U v 7 U- C F ? ,:20-0 6 2< tnU-Zu 00rA xwowowWC` (V) I - a0_ I wr=-O aozurio Np10RE 5 P........l E F y •• No 5S201 •.P' b: pip'. STATE OF :•(441Z SS•IOPI A , E`. z- LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 VH.941-380-1574 GLAZING DETAILS ADE 05/05/07 IG n: REV' CWS-159 E ALE, SHEET 1:1 3 OF 8 6 L9 WINDOW SYSTEMS 1900.SSA 44TH AVE. OCALA, FLORIDA 34474 W WW.0 WS.CC INTERIOR ' P 6 8300 PVC 6 9 s 6 PICTURE WINDOW 0 ® e IMPACT 7 Z 3 ¢ZLz3 4iaZW c I o dw z LLzwZg= 0 o-o¢awpa iLzz-Zz a SECTION VIEW B-B ¢ %., v',2zuz LLO z mo 70 t1 it LO Q}O}FF=F- a n a W t=- uO y N. 58201 flt L STATE OF tUr 11 9 I A. ATU2 0LUCAS A. TURNER. P.E. 0 FL PE # 58201 1239 JABARA AVE. N(5QTH PORT. FL 34288 PH.941- 380-1574 7 6 SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A -A GRANIFI 9v: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWGn REV.: CWS-159 E SCALE: SHEET 1:1. 33 4 OF 8 L PARTS LIST ITEM PART # I DESCRIPTION VENDOR MATERIAL 1 H-600613 IFRAME, PW, MAIN, HEAD MIKRON PVC 2 H-8006B IFRAME, PW, MAW, SILL MIKRON PVC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX 552 HENKEL / SIKA SILICONE 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 GLZ, BE., FXD. (1" O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET 3 3 118" 2 1116" 1116" PVC FRAME FLANGE - H-6006B 114" 7116" 718" 10 1 PVC GLAZEBEAD - S-6064 2 PVC FRAME FIN - H-6006A FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) SCALE 1:8 3ft6" 6 SCREW SUPPORT - P-3113 6" Wlrvw SYSTEMS IlY 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws:cc 8300 PVC PICTURE WINDOW IMPACT a z 3 <Z Ow0 ow000 w zoz X=?, o Qn3}Os3:m Z z=2¢xL'5=0OOI-O Q=-e U 001-Z a-. W0. Q 9ZO0Z=VUOw ow"p - C O _ Z vn w O O w to w O W Z5nw O-IDI- p wr0 ax 0 a z d 3a Zi No 58201 Z'53 STATE OF O R 7LPG p NA E.`` z-Zl' 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EXTRUSIONS & B.O.M. AIDE 05/05/07 1: REV,: S-159 E SHEET 1:1 5 OF 8 14" MAX. O.C. 6' MAX. (TYP.) 6" MAX. (TYP.) 14" MAX O. TYP:) TIONTYP') 4" MAX. (TYP 4- MAX-(TYP 8„ MAX O.Q. TYP.) ANCHOR LAYOUT- (FIN) DP +,- 55'PSF E2 INSTALLATION ANCHOR (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 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED. IN THESEDRAWINGS, 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'S INSTRUCTIONS:,, AND ANCHORS SHALL NOT BE USED 'IN:.SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET S. 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. INSTALLATIONS TO SOLID. CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO- NOT .REQURE 1X WOOD BUCKS BETWEEN THE. PRODUCT' AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A. MINIMUM CENTER -TO ENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS' 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8, WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FAS7ENERS 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 TABLE1,: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: FMA/ AA.MA 1OO(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAPNDMA 250(BOX WINDOV9S), FMA/AAMANVDMA. 300(EXTERIOR DOORS) WINDOW SYSTEMS L 1900 SW 44T.H AVE, OCALA, FLORIDA 34474 WWW. CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z 3 aZ3 r. 0w0 0w-po ZWOwbz0, K 03:>- OE ym wrwzl•-32x. z Z=- E<CLw,Op O OrO 4.2rCL U z— Vlco 0Zr cJ) Z pZOVjZOO- K r-LL111 gOOwZ 2Q r Z 4 0V_ p w _-wow( nw O v7F- d LL, x W O 0- a 3a No 58201 STATE OF 7 9/ 22/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 ANCHOR SCHEDULE & NOTES ADE 1 06105/07 CWS-159 E ALE: SHEET 1:20 6 OF 8 5" MAX. (TYP 6" 'MAX. (TYP 7 5/8" MAX O,C. TYP.) ANCHOR LAYOUT- (FLANGE) DP +/- 65 PSF 4" MAX. (TYP.) 4" MAX. (TYP.) 8" MAX O.C. TYP.) INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT- (FIN) DP +1- 65 PSF 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. E2 WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1AA1VW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT J Z w0zout0p W-0 ¢ F-zw w z 0 z [if _—_ INSTALLATION a Q w 3} 0(if 3 ¢] ANCHOR (TYP.) tl I w Z H 3 2 Z z=mQc wOp U U n`-zw ina Z-o ? Z ODU uj - Du w2zOwZ S w--O_ QO F"F1=Z w OU uY)0WOWu' tna OJV)- p w0 w=w>- 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. 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 8, 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. INSTALLATIONS TO SOLID CONCRETE OR. GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKSBETWEENTHE PRODUCT AND SUBSTRATE, 7, A NI NIMIUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL . 8. WOOD OR :MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, 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). FMA/AAMA 200(FLANGE WINDOWS). FMAPWDMA 250(BOX WINDOWS), FMAIAAMAANDMA 300(EXTERIOR DOORS) No s8201 P STATE OF .:(U` 0 R ICT, S ON AG E' .. y 9/ 22/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JAB. ARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 ANCHOR SCHEDULE & NOTES AWO! BY: CATE'. AIDE 05105/ 07 vGf1: REV.'. CWS-159 E ALE : SHEET 1:20 7 OF 8 TYPICAL HEAD ANCHORAGE C----1 MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 I MIN, EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INS I DE AND OUT SEALANT BEHIND FLANGE BY INSTALLER Jl 1114" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 r' I(fjj 1f4" MAX, SHIM SEALANT BEHIND I l= FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBECMENT BYNSTALLER INSIDE AND OUT Ij SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 SEALANT UNDER SCRE 1 A \ TYVtlt icnt. ot wry HEAD BY INSTALLER 8 PICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 -SUBSTRATE BY OTHERS 114" MAX. SHIM S EEETT'A'LE 1 MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE t PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND 64& NGE BY INSTALLER g HORIZONTAL SECTION__ 8 TYPI CAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATETYPE ANCHOR. TYPE MIN. EMBEDMENT MIN. EDGE DIST. F 1.1l8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON i" 2" F 3/16" ELCO ULTRACON 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2.112" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/ 16' 1TNJ TAPCON 1.3/8" 7/8" OR El CO ULTRACON FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 910 WOODSCREW1.3l8" 7/8" 16 GAUGE ( 0.060") MIN, STEEL STUD 410-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16" FLANGE 33KSIYIELDMIN) TEKS SELF -DRILLING SCREW THRU 0, 060" 118" ALUM. ( 6063-T5 MIN.) OR 1-.0 GRADE 5 SELF -TAPPING / FULL THREAD 7/16" FLANGE 118" STEEL ( 33 KSI MIN.) DRILLING SCREW THRU 0, 125" FIN 2X MIN. SOUTHERN PINE (G=0.55) 98 'INOOD SCREW 1-1/2" 7116" WINDOW SYSTEMS LQ—/ MIN. EDGE DIST, SEE TABLE 1 f SUBSTRATE BY OTHERS SEE TABLET 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1/4" MAX. SHIM ---1 wAMAI.CWS.CC 8300 PVC EiS I PICTURE WINDOW MIN. EMBEDMENT IMPACT SEE 6a6Qzo D PERIMETER SEALANT Z C' Q W d w Z BYINSTALLERINSIDE AND OUT u O ZO Z x_ I- - Q. to } o K 3: F6 Z Z Q [Y w INSTALLATION ANCHORSpSEE TABLET O U OF-OCjC=0, O G ~ a SEALANT BEHIND FIN BY Z ZO C9 O Z j V INSTALLER QV Z U HORIZONTAL SECTION F- O LL a OUOFOz 6 TYPICALFINANCHORAGEC0 HEAD ANDSILLSIMILARFORFININSTALLATIONHcc3O U. OowNOwow Fr z 6W L F-0wW No 58201 7E OF 0•.. STA14, 7S;r/ ONALE.G PERIMETER SEALANT 1 / / BYINSTALLER V_, L . 7NSIDE AND OUT HORIZONTAL SECTION 8 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS AS SHOWN FOR FLANGE WINDOWS. zz 9/ 22/ 2017 LUCAS A. TURNER, P.E. FL PE * 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH,941- 380-1574 HEET DESCRIPTION: INSTALLATION DETAILS RAVJN BY: DATE: AIDE 05/ 05107 WG #: REV.: CWS-159 E CALE: SHEET 1:2 8OF8 In Florida Building Code Online Page 1 of 2 mm WN BCIS Home Log In I User Registration Hot Topics Submit Surcharge ( Slats & Facts ( Publications ( FBC Staff ( BCIS Site Map I Links I Search Florida Product Approval USER: Public user Product Approval Menu > Product or Application Search > Application List > A plication Detail FL # FL9520-R7 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 )ay 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 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 Ell Validation Checklist - Hardcopy Received FL9520 R7 COI EvalReDOrt836B ndf Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Florida Licensed Professional Engineer or Architect FL9520 R7 Eguiv, FL9520 Eauivalency.odf http://www. floridabLiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWc... 12/14/2017 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval 10/05/2017 Date Approved 12/12/2017 of FL # Model, Number or Name 9520.1 3" Alum. Tube Mullion Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Description 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Installation Instructions FL9520 R7 II CWS-836B odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R7 AE EvalReport836B.ndf Created by Independent Third Party: Yes 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 R7 II CWS-837B.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 AE EvalReoort837B:Ddf 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 FL9520 R7 II CWS-838B.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R7 AE EvalReoort838B.odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007J013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant 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 theyhave one. The emalls.provided may be used for official communication with the licensee. However email addresses are public record.. If you do not wish to supplyapersonaladdress, 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 ltet• Product Approval Accepts: m w [Cix4 '®Hit Credit Card Safe http: llw-vNrw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ\vtDgvIHvmuJRWc... 12/14/2017 TTTRNERENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H-1758 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 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`h 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-21.0-3833-1, -]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 Calcs. to support CWS-83613, 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. Q 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. tiy!llllll fl Ri= 41T J c,typ Lucas r r NQ 5s2 • ' : 9/26/2017 Turner Lucas A. Turner, P.E. 2017- 09-28 sra7E of .,•w FL PE #58201. 07: 30+20:00 cu Al - • G ANCHOR CLIP — 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS. I i i t i G F E D — ANCHOR CUP —1 10 10 9 9 EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............1 OPCHARTS.................................................2-3 SOM & EXTRUSIONS.....................................4 EXTRUSIONS.................................................5 SECTION VIEWS .................. ..................... -6-7 CONFIGURATIONS & ANCHOR NOTES INSTALLATION DETAILS ........ ................. A-10 ANCHORCUP GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996. PER THE FBC. 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 33 1/3% STRESS INCREASE HAS. NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9.10 FORANCHOR 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. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. S. 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, EXAMPLEVERTICALULLION FORONVIEWSONLY Lucas Turner 2017-09-28 07:12+20:00 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWSICC 3" PVC MULL BAR _ IMPACT Q Z QZJ-; 1- a W D < W Op WZW W Z Oo Z O Z mzz YZ 3 z zm <ifw OpOOI-O ¢_,0 U V(n -zo-P Con_ S OZUNZ=OU Y 1---W joO=OZ N^Q Z10 W " K m o Wm W u1Wa O v_tt- wW~ LU CL ° 0: o DREW P YNo 56201 ' 15 STATE OF : Wp a IFS •: O. iD..... r 9/ 26/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941- 380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS ADE 09/ 27/12 IGtt REV.: CWS-836 B ALE: SHEET 1:25 1 OF 10 ipact PVC 3" Million H-175B, wish 1522 clips using four (4) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or or WOOD per each end of mullion. HOLLOWor GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. OPENING SIZE flnA c 42 314 80.0 60.0 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 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 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 531/8 80,0 80.0 80.0 80.0 80,0 80.0 80:0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 Ujj 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 JJ 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 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5 72 65.0 65.0 65.0 1 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS 4) 910 SCREWS INTO WOOD or METAL 4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 4) 1W ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1776 Gips with six (6) #10 Screws into WOOD or METAL. or 3/16" rTW Tapcons 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.) c d5 51 57 63 69 75 318 81 87 93 99 107 3/8 114 120 126 132 136 145 318 c 42 314 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 1 80.0 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53118 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 UJ 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 OP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 175% HORIZONTAL OR VERTICAL, USING (PER END) 1776 CLIPS 6) 910 SCREWS INTO WOOD or METAL 6) 3/16" ITW'TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 6) 114" ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK TWIN TRIPLE TRANSOM OVER TWIN VERTICAL MULLION VERTICAL MULLION VERTICALMULLION z 7- z j U) L) J J J LI L F-- OPENING SIZE --I OPENING SIZE 4-- OPENING SIZE 80.0 1eo.o fio.o sD.o eo.o 1 80.0 80.0 80.0 1 80.0 1 80.0 80.0 1 80.0 80.0 1 80.0 1 80.0 1 80.0 1 80.0 1 80.0 80.0 1 80.0 1 80.0 1 80.0 1 80.0 1 80.0 80.0 TRANSOM OVER TRIPLE VERTICAL MULLION T zZWJ J L OPENING SIZE 65.0 1 65.0 1 65.0 I 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 (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. TWIN TRIPLE TV INRRIPLE HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION r OPENING m N SIZE z A2 L WaO- MULL LENGTH --I 7II -MULLLENGTH MULL LENGTH WINDOW SYSTEMS &-----I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT Q z az3 OWO ¢ WOW ZWJz0zLuOKZm3' 3- O 01Z-0¢<wp0 U Urnl--Za r''na4 zooz--u- gOOI z K Z W O W EO W ao LU 0 ofw=' Wa aaofz- 9/ 26/2017 LUCAS A. TURNER, P.E. FL PE 11158201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHARTS NON - INTERSECTED ADE 09/27/12 IG Jr. REV.: CWS- 836 B ALE: SHEET 1: 1. 2 OF 10 Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 dips using four(4) #10 Screws- into WOOD or METAL or 3/16" rfWTapcons into SOLID CONCRETE or WOOD, or 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" rIWTapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. 7/](9}j/))fKN)' WINDOW SYSTEMS Lp/`(' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC OPENING SIZE (in.) 39 45 51 57 63 69 75 318 81 87 1 93 99 110 318 114 120 126 132 138 145 318 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 7 42 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 5.0.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48 314 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 53 118 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 60.0 50.0 50.0 3" PVC w 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 MULL BAR IMPACT 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 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 47.6If"", 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 0.0 50.0 50.0 50.0 45.4 44.0 E 75.375 1 50.0 50.0 S0.0 50.0 1 50.0 50.0 50.0 50.0 50.0 46.8 1 44.0 1 40.0 z 3 a z 3 owo wwoo DP CHART IS FOR: INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER PER END): W C3 zOz wrzt FowO33 z z=2<Wuj0O 1522CLIPS OU OFOLj¢=.-W UzaPrna 4) #10 SCREWS INTO WOOD or METAL WOOD o zz - z H O Cn U 4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or BLOCK O z Vj ZOO O= 4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED 3 O W O O z 1767CLIPS Q 00y?D i Cnoww6) #10 SCREWS INTO WOOD or METAL W- w z - o 6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a a- in I' = j 6) 114" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK n w r H a 3w TWINJTRIPLE HORIZONTAL MULLION VERTICAL MULLION W NISINGLEI 0zzTWINw o OR ITRIPLE1 L- UNITS iBELOWi I I -OPENING SIZE II I MULL LENGTH --I NOTES: 1. THE MULL BAR IN FOCUS FORANYGIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(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. AORE W r",l, 4v P5 GENgF G'Q' No 58201 r: t"P. 9/26/ 2017 LUCAS A. TURNER, P,E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941- 380-1574 DP CHART INTERSECTED MULLS ADE 09/ 27/12 IGp REV.: CWS-836 B ALE: SHEET 1:1 3 OF 10 LINE ITEMS NOT USED: 5-6, 12 0 USE WOOD SCREW SIZE-(91 OR 912), SPECIFIED IN WINDOW UNIT APPROVAL. DOCUMENT 1 314" 7/16"- 112- 11/16" 1!2" 1/16 1115" DRIP CAP S-1895 MULLION INTERIOR COVERS-6018 FLANGE ADAPTER. S-1896 r 1 318" r - 1 T- 13L15-' TOPVIEW 2 t/16"" IT' Imo--- 2 1/16" —{ 1 3/16" 1/8" 3" MULLBAR H-1758 I MULLION CLIP S-1897 A 4SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR DETAIL A TYP. FIN FRAME 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 0 14 2 114" 176" L 4 718" F-1522-013 NEW CONSTRUCTION / FIN INSTALLATION T' MULLBAR CLIP L" MULLBAR ( FRAME TYPE OPENINGG F-1522-XXX) F-1767-XX)( NEW F-1522-013 F-1767-001 FLANGE F-1522-006RETRD F-1767-001 NEW F-1522-013 F-1767-004(LB FIN RETRO. F=1522-013 F-.1767-004(L8 NEW NOTRECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 2 2 WINDOW SYSTEMS I.--- 1900 SW 44THAVE. OCALA, FLORIDA 34474 WWW. CWS.CC 3" PVC MULL BAR IMPACT a z 3 qz owo wwoo z wwoo zoz?F Pw z°3gx 0 oz o¢¢woo a Uo 0mF- za-f- z_ ZI-dl r o- w000yF R':'=)rp Z // 7W 0 cn aOa~ w=Lrh 4. It d 9/ 26/2017 LUCAS A. TURNER, P.E. F- 1522-006 FL PE # 58201 RETRO 1 FLANGE CLIP 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-080-1574 BOM AND EXTRUSIONS i ADE 1 09/27/12 G0- REV.: CWS- 836 B ALe SHEET 1274OF10 FRAME TYPE OPENING " T' MULLBAR CLIP L" MULLBAR.CLIP F-1522.XXX) F-1767-XXX) TJ/j(Lvf}/J r{fyt7 NEW F-1522-013 F-1767-001 N1LS lV/ FLANGE RETRO F-1522-006 F-1767-001 WINDOW SYSTEMSWINDEMS 19W SW 44TH AVE. NEW F-1522-013 F-1767.004(LBR) OCALA, FLORIDA 34474 FIN RETRO F-1522-013 F-1767-0D4(L&R) WWW.CWS.CC NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3" PVC MULL BAR . IMPACT z aZ0 z w-inown <` Zuj18OgymaOzOD: O OHO0¢QWOO I. U 00I-ZD-HN Off, f-- 2 3/4" -- 2 114" ZO u uiZ j U- K OILLIhF2-O_ 1 518" 12 3/4'1 2 7N6" K Z N w 0 - 1 c I o w =N I a a D. ty e" ( 2x) Vl6" THRU (TYP)1/4• THRU (rl'P) 112" Ns' t OrREl4+tj_'40 OUTSIDE 41 1111 114" 7/16" (7YP1 No 58201 C, y •.k 7 (TYP) 3r8" v: 3/8— O a. W` iT S.... 15181, 12 314") 1 518" O .. a 3^ bNALE o• 16 v6• 6 718" 9/26/2017 LUCAS A. TURNER, P.E. 112" v2" , ! 2314" 2 314" "L" ANGLE 3• STANDARD MULL CLIP •.F-1767-DOI FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 V ANGLE 3" MULL CLIP, FIN (LEFT) F-1767-004L L" ANGLE 3" MULL CUP, FIN (RIGHT) F-1767.004R I PH. 941-080.1574 SHEET DESCRIPTION. OUTSIDE EXTRUSIONS DRAWN BY: DATE: ADE 09/27/12 OW ##: REV.: CWS- 836 B SCALE: SHEET 1. 2 5 OF 10 WINDOW SYSTEMS I 10 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR I SEAL BEHIND FLANGE 0 APPLY SEALANT ALONG FULL 0 IMPACTSEALBEHINDFLANGEOIPRIORTOATTACHINGLENGTHOFWINDOWFRAME TOOR TOMULLION ACHING _.__ TO MULLION II — COVER 1 z J 2 GROOVE PRIOR TO ATTACHING. 1 I 9 I 1t F Ow0 wwoo1111QZw O 11 I IN MUST BE REMVED p Z Z. O Z 0_' — Z t WHERE WINDOWS O Q <n } O M 3 m CONNECTTO MULL Z Z i m Qc W p sp j U Om. ZdF-cna 3 OZ. U.m Z=UNU I Z WD oEaqZ A VERTICAUHORIZONTAL MULL BAR SECTION w O o . Q W O A HORIZONTAL MULL BAR SECTION A MORiZ 1K-T MULL BAR SECTION ( 6 BOX, WINDOW - U. W O V) B FLANGE FRAME WINDOW I s FIN FRAME WINDOW O w H O as Oz M y a 0- x f t t%DRE W APPLY SEALANT ALONG FULL — ` 5 ..........TG 11 1 2. . Cs `.GEfJSF..,tt1 11 1 2 LENGTH OF MULLBARGROOVE PRIOR TO ATTACHING DRIP .sJ No 582d1 :m-A ADAPTOR O ` :7P* STATE OF :J FIN MUST BE REMOVED I 1 '. 1 '* O R !Op' 111 WHERE WINDOWS. 9 i SS/1 CONNECT TO. MULL I 4rprrrttppl 00caf 1 DETAIL A Z 9/26/2017 SEAL BENINd FLANGE 10 (SEE DETAILS LUCAS A. TURNER, P.E. SEAL BEHIND FLANGE 10 (SEE DETAILB) I PRIOR TO ATTACHING ) APPLY SEALANT ALONG FULL FL PE # 5BZ01 PRIOR TO ATTACHING TO MULLION TO MULLION I LENGTH OFMULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT, FL 34288ADAPTOR PH, 941-380.1574BVERTICALMULLBARSECTIONBVERTICALMULLBAR>SECTION 1 LGEFRAMEWINDOWisFINFRAMEWINDOW SHEET DESCRIPTION: SECTION VIEWS MULLS DRAWN BY: DATE: ADE 09/27/12 DWG#: REV.: 10 DETAIL B CWS-836 B SCALE: SHEET I 1.2 6 OF 10 l T 18 Q CD 0 O A CD O if A--jb TOP VIEW FIN FRAME 5" MULLBAR (H-17SG) SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 4" MULLBAR (H-1759) SEE SEPARATE APPROVAL FOR APPROPRIATE OP CHARTS) SEE NOTE 1 7 11116" MAX. EDGE DISTANCE SEE NOTE 1 7 11116= MAX, EDGE DISTANCE t t 19 SEE NOTES 1 & 2 1 19 SEE NOTES 1 8 2 SEE NOTE 4 0 (1 EA.fCUP) 1 EAICUP) SEE NOTE 4 0 C 5" HRIZ. TO 3" VERT, MULLSAR SECTION - C 4" HORIZ TO 3" VERT. MULLBAR SECTION 7 FLANGOE.t-KAMt WINDOWT G AML WINUUW_ SECTION VIEW A -A WINDOW SYSTEMS LL%J 1900 SW 44TH AVE. OCALA. FLORIDA 34474 MMN.CWS.CC 3" PVC MULL BAR IMPACT z ¢z3 oWo N'woo u- FW 2{-w 2 z=¢ocWaoOoOV~iOV al=-t~i,a I"'-t1 W20tF Zaoowmw 0poO~ cc I w acc1, J No 58201tr 19 =, STATE OF ,-/!/+ 11L1E" MAX. EDGE DISTANCE OAFR,1 O R 1 OP•' SEE NOTE 1 7 1 N.. ; E'.. 1 19 SEE NOTES , & 2 1 EAJCLI P) r SEE NOTE 0 9/26/2017 C 3" HORIZ. TO 3" VERT. MULLBAR SECTION LUCAS A. TURNER, P.E. 7L WINUUWFL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 NOTES: PH, 941-380-1574 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 19 (OTY 1) AND 20 (OTY 1), AS SHEET DESCRIPTION; SHOWN ABOVE. SECTION VIEWS 2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE IMINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9132" AND A MINIMUM CENTER TO CENTER SPACING OF 112". ORAWN BY: DATE: '.. ADE 09/27/12 3. THE ABOVE SECTIONS APPLYTO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (.e., HORIZONTAL OR. VERTICAL). THE FULL LENGTH DWG #: REV.: MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL CWS-836 B 4, INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL 1.2 7 OF 10 TWIN VERTICAL MULLION TRIPLE TRANSOM OVER TWIN VERTICAL MULLION VERTICAL MULLION T_ i zZW L OPENING SIZE --I ---I OPENING SIZE T W W TRIPLE TWIN"rRIPLE HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION N OPENING m SIZE z ni z N ]I— z o w Z aO w L a0 MULL LENGTH -4 f I-- MULLLENGTH --I MULLLENGTH TRANSOM OVER TRIPLE VERTICAL MULLION I OPENING SIZE 4— TWINRRIPLE Ir VERTICAL MULLION I z L4--OPENING SIZE 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 (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BARWILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION m SITNWIN zzOR 0 ITRIPLE1 UNITS BELOW MULLLENGTH-- NOTES: 1. AT MULLION LOCATION, ATTACH WINDOW UNITS) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL' DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (910 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. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 9. 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 ARE OPTIONAL. 6. A MINIMUM CENTER -TO -CENTER. SPACING SHALL BE MAINTAINED AS INDICATED BY THE. PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTSONSHEETS 4-5. 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY.DESIGNED.BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS U,-- 19W SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT I a z 3 az3: w0 nw0p WQ a o ZOZ O_ Zm 3 3- 0 01=- o¢awoo U 0t - Za-Pain O ZQ Z— rn—? H-=tn OZUUiZoU— i- z—, mc) -wZ Q g QQOHFF_0— pp YQ wU) -wowwl 22 CL a F- a rt a z::z- 9/26/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941380- 1574 CONFIGURATIONS AND ANCHORAGE NOTES ADE 09/ 27/12 VG H: I REV.: CWS-836 B ALE: SHEET 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 RETRO FIT MULL BAR CLIP BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 OO VERTICAL SECTION 9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED MULL CUP INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONC 3" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1" HOLLO o 2X MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON. 1.3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0,55) 10 WOOD SCREW 1-3/8" 718" 16 GAUGE (0.D60") MIN. STEEL STUD 33 KSI YIELD MIN) 010-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING/ DRILLING SCREW FULLTHREAD THRU 0.125" 7116„ SEALANT ALONG OLTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHE SEE TABLE 1 ANGLE MULL BAR CLIP 10 REQ'D PER EACH END OF MULL UT- MULL BAR INSTALLATION ANCHOR SEE TABLE ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDN SEE TABLE 1 1 1— MIN. EDGE DIST. SEE TABLE 1 E VERTICAL SECTION jj TYPICAL FLANGE("" 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 MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. S. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. owolb tl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR. IMPACT Q V- Z Z 3 dZ3: O W O w w p wWJO w LL zOZ OD Zm w-33x O O p¢WpO U Ut_n 1-Zd 7 d Z 00 UpjZ U- Z z Y~ w 2 o, z y0 21WOfLLNWU ww z—0 J 0 1- a p wl=-O a2Err w w Wcn a I- a m a I z 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 HEET DESCRIPTION. INSTALLATION DETAILS FLANGE RAW N BY: DATE: AIDE 09/27/12 WGx: R V— CWS-836 B GALE: SHEET 12 9 0F 10 r caabm- WINDOW SYSTEMS ED 1900 SW 44TH AVE. OCALA, FLORIDA:34474 VvWW.CWS.CC . 3" PVC MULL BAR. IMPACT Z 7z <Z! RETRO FIT C ANGLE CLIP HZ 0 W O N W o pWOW MULL BAR CUP TWO REO'D PER EACH END OF MULL zlozYo 3mo I<-wZI--32 MULL BAR 111 MULL BAR O O 1- O V¢= O a p-- o Z6 ZZII---vi j, INSTALLATION ANCHOR INSTALLATION ANCHOR Q 0 Z O U) Z O u. U SEE TABLE1, SHT 9 II i SEE TABLE 1. SHT 9 2 0 LU F m Z Z KQ r w w N ui SEALANT ALONGE OUTSIDE EXPOSED 1' SEALANT ALONGE OUTSIDE EXPOSED o•s• Q. I tp W p w N Z 2D- tr O EDGE BY INSTALLER o.e EDGE BY INSTALLER o °:4 O w Y w w x N EXTERIOR FINISH MIN. EMBEDMENT EXTERIOR FINISH MIN. EMBEDMENT 0 H a 0r I, BY OTHERS SEE TABLE 1, SHT 9 BY OTHERS SEE TABLE 1, SHT 9 PERIMETER SEALANT— oo PERIMETER SEALANT BY INSTALLER INSIDE AND OUT BYINSTALLER INSIDE AND OUT re1OR SUBSTRATE BY OTHERS—S SEE TABLE 1. SHT9 SUBSTRATE BY OTHER SEETABLE 1, SHT 9 5 G VP:'; 'ENSF'=, p'%'• MIN. EDGE DIST. MIN. EDGE DIST. v ' No 58201 '•11 F VERTICAL SECTION SEE TABLE 1, SHT 9 G VERTICAL SECTION SEE TABLE 1, BHT 9 10 TYPICAL fIN (RETRO FIT) ANCHORAGE to TYPICAL FIN CU' ANGLE) -ANCHORAGE STATE OF ;Uai HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 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 318" MAX. FOR CLEARANCE OF WINDOW UNITAS NEEDED. 3. FOUR ( 4) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" 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. 9/26/ 2617 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941- 380-1574 HEET DESCRIPTION: INSTALLATION DETAILS FIN ADE 1 09/27/12 IG 1P. REV.: CWS-836 B ALE: SHEET 1:2 1 ODF 10