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Home My WebLink AboutProduct Approval Single HungFlorida Building Code Online Fio0a Department! 3usines ) Profess i ia1 Regulation l . }� Page 1 /of 2 BCIS Home f Log In 1 User Registratibn s Hot Topics ; Submit Surcharge ; Slats & Fads Publicath I " Product Approval USER: Public User Product Aoproval Menu>Pmdud or HpolicaEionSearch>APulicEApproved on Detall FL"# -R1 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email, Authorized Signature Technical Representative_ Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 G Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave.. Ocala, FL34474 (352)368-6,922 Ext291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala; FL,34474 (352) 368-6922 Ext 291 jlathrop@cwscc Windows J Single Hung II i Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' Z Evaluation Report- Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE ', Validation Checklist- Hardcopy, Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 f 2004 ASTINI E1886r05 C 2005. ASTM E1996-09 2009 PA TAS 201/202/203 1994 .Equivalence of Product Standards ails Copy Certified By-� i } i I htq)s://floridabuilding.org/pr/pr_app 4tl.aspx7param=wGEVXQwtDqvyf4ngAXhIOy8Qt,... 10/27/2015 Fld ida_Building Code Online Page 2 of 2 Sections from the Code A. Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products ., L' fL # Model, Number or Name Description 16177.1 SH-8160 PVC Single Hung SH-8100,PVC Single Hung Impact°:Resistant window. Limits of Use Installation Instructions }t Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes. Impact Resistant: Yes fL16177 R1 II CINS-812B (SH-8100 IMP .NoSillAnch) pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ Glass complies to ASTM E3300-04. Evaluation Reports FL16177 R1 AE DuPont PVB NOA 13-0129 27 odf FL16177 R AE EvalReo CWS-8128 (SH-8100 IMP NoSillAnch).odf FL16177 RS AE Ouanex (Mikronl NOA 12-1017 02 odf Created by Independent Third -Party: 'Yes Back Next Contact us. k: 191Q North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAIEEO employer. Copyright 2007-2013 State of Florida..: PrhOcv5tatement :: Acresslb0itv:5 Under Florida law; email addresses are public records. If you do not want young -mail address released in response toapp electronic mail to this entity. Instead, contact the office by, phone or traditional mail. Ifyou have any, questions, please a Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the they have one. The emalls provided may be used.for official communication.with the licensee. However email, addresses are.; supply a personal address, please provide the Department with an email address whichcan be made available to the public. To Chapter 455, F.S., please ddc here Product Approval Accepts: 5[TUritvsmr itww :: Refund Statement s request, do not send 487.1395. -Pursuant to �t with an.email address if rd. If you do not wish to if you area licensee under httpsa/www.floridabuilding.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDgvyf4ngA)hl6y.., 8/4/2015 .SINGLE HUNG - LARGE MISSILE IMPACT 1/8" MAX. OVERALL FLANGE WIDTH —51 7/8" MAX. UNIT WIDTH— —4711/16 GLASS DLO. A 63" MAX. - --t - OVERALL i FLANGE HEIGHT B � I I G1 3/4^ t MAX. UNIT HEIGHT I 30 NIS, I V I. MAX. SASH HEIGHT I f.. x ■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 A — 451116 GLASS DLO 48 W8" MAX. SASRWIDTH R X, i ti 1,THEP PRODUCT 1,THEPRODUCT SHOWN HEREIN ISDESIGNEDC AND MANUFACTURED 6bge ��j77 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC), CURRENT WINDOW SYSTEKS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW`44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: "O. IX SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE, DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-130D-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER a INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-130.0-04, c r F 5. ANCHORAGE: THE 33 1/3h STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT. SEE SHEET'6 FOR ANCHOR DETAILS.' WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. B 26 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE GLASS DLO NOT REQUIRED. 7. ALL FRAMES AND, VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH 26718" 10. SECTION CALLOUTS APPLYTO ALL ELEVATIONS .IN A SIMILAR GLASS LOCATION. DLO I 11. EXTERNAL WEEP SLOT = 1/4" X 1-1/4" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING RATING 5.1-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT Lucas A. Tumer 201 &04-11 15:15-04:00 v : No 58201 41 er 90: STATE OF 7**,(U6. g' 451ONA li E� z 4111/2015 LUCAS A. TURNER, P.E. FL PE # 59201 1239 JABARA AVE. NORTHPORT, FL34288 GENERAL NOTES AND ELEVATIONS IAWN BY: DATE: BAT 06/18/12 G x: . CWS-812 B 7 SHEET 1:15 1 OF6 4" 4, 1 ANCHORLAYOUT- (FLANGE) c NOTE 2 ALLATION HOR (T'P.) RAIL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.:NO ANCHORS REQUIREDIN SILL 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS: MAX. ALLOWABLE SHIM STACK TO BE 14'. USE SHIMS WHERE SPACE GREATER THAN III 6" 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 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. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET'6. 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 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. 7. A MINIMUM 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 TASLEI, SHEET S. 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/AAMA 106(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMNAAMAAVDMA 300(EXTERIOR DOORS) WINDOW TEES 1900 SW 44TH AVE. OCALA„FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT No 58201 STATE OF 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 ANCHOR SCHEDULE AND NOTES ,RAW BY: DATE: BAT 06/1.8/12 66 O FREV.: CWS-812 B ALB; SHEET 1:15 5OF6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT— BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE 'BYINSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGEBY INSTALLER PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD MANCHORAGE -{ L . , 1 MAX. SHIM MAX. SHIM 1 -i—.MIN. EDGE'DIST. SEE TABLE 1 OA VERTICAL SECTION `� TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS STRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN, EDGE DIST. CRETE (2,0 KSI MIND 3/16" ITW TAPCON 1 172" 1-178° LM OR-C[BOUTEILLED_CMU.(.1.17.P_CF MIN.)- [GROUT-FILLED 3C16"-ITW-TAPCON—-•-----.- --�-----1 . - 2"- CRETE (2;85 KSI MIN.) 3/16" ELCO ULTRACON CMU (ASTM C-90) 3/16" ELCO ULTRACON 1:1/4' 24/2" 2XMIK SOUTHERN PINE (G=0.55) 3/16' ITW TAPCON OR ELCO ULTRACON 1318° 7%8" 2XMIN. SOUTHERN PBJE (G=0.55) #10 WOOD SCREW 1.3l8" 7/8" I6 GAUGE (0;gg0'7 MIN. STEEL STUD (33 KSI YIELD MIN) 410-16 HILTI KWIK•FLEX OR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 118" ALUM. (6063.75 MIN.) OR 1/8" STEEL (33 KSI MIN:) 010 GRADE 5 SELF•TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" INSTALLATION SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 114" MAX.SHIM— MIN. SEE WINDOW SYSTEMS 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC IST. 8100 PVC SINGLE HUNG IMPACT —PERIMETEASEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY'INSTALLEI rB1 HORIZONTAL SECTION B TYPICAL JAMB ANCHORAGE -Z7: No 58201 -P STATE OF -: u; �`_,�. v�,TSC F4, 0 R .p P, 4/11/2015 LUCAS A. TURNER, P.E. PERIMETER SEALANT BYINSTALLER FL PE # 58201 1239 JABARNAVE. ---INSIDEAND OUT ----- - — —NORTN-PORTrFL 34288- K-C'\ HORIZONTAL SECTION PH.841-380.1574 �BOXFRAME INSTALLATION SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRA B : A E: MIN, 1/4"FILLET OF CONSTRUCTION•GRADEADHESIVE CAULK IS APPLIED BAT 06/18/12 INSIDE AND OUT, FULL PERIMETER, BY Dan; INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CVVS-812 B SHOWN FOR FLANGE WINDOWS. '0A ' SHEET 12 6OF6