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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW SINGLE HUNGFlorida Building Code Online r https://www.floridabuilding.org/pr/pr_app il>'l:'a�ix?}�arlG�EVX.. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff db r �v,� Product Approval ��` USER: Public User Product Approval Menu > Product or Application Search > Ap lication Lis > Application Detail FL # FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved - Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registers Florida Professional Engineer Evaluation Report - Hardcopy Received 1 of 3 8/18/2017, 1:25 AM Florida Building Code Online ., https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX 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 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Receivf FL16177 R1 COI EvalRep CWS-812B (SI- Standard AAMA/ W D MA/CSA/ 101/I . S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Method 1 Option D 04/14/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Imp; Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: 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 E1300-04. Installation Instructions FL16177 R1 II CWS-812B (SI Verified By: Lucas A. Turner 5E Created by Independent Third Evaluation Reports FL16177_R1_AE_DuPont PVB f FL16177 R1 AE EvalRep CWS NoSillAnch).pdf FL16177 R1 AE Quanex (Mike Created by Independent Third 2 of 3 8/18/2017, 1:25 PA SINGLE HUNG - LARGE MISSILE IMPACT. 741/8' ;MAX: FLANGE WIDTH _ 727/8-,MAX�UNITWIDTH . 35 3/4" MAX. SINGLE UNIT WIDTH GLASS DLO � A TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & BO.M:.......................4 ANCHOR SCHEDULE & NOTES:........ 5 INSTALLATION DETAILS....................6 n�' I I 34 311 MAX X � 6 SASH I HEIGHT I 4 C L ---- .0 - =4-- - A - -- A 8 GLASS DLO MAX SASH WIDTH GENERAL NOTES: �SYSTEMS"�pp 1. THE PRODUCT SHOWN HEREIN. IS DESIGNED'AND MANUFACTURED YVINDOW L TO COMPLY WITH THE,FLORIDA BUILDING CODE'(FSC), CURRENT_ EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),AND 1900 SW 44TH AVE. IS -RATED F.OR,WIND:ZONE 4 MISSILE LEVEL'D'IMPACT USE AS DEFINED OCALA, FLORIDA 34474 'IN- ASTM EA996 PER THE FBC WwW.cWS.CC .2::GLAZING OPTIONS: (SEE SHEET 2) 3 C04IGURAiIONS:`°O/X - O/X". '4. DESIGN'PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED.ON, TESTED PRESSURE AND GLASS TABLES ASTM' E-1300-04. , -POSITIVE DESIGN LOADS BASED. ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-130M4. S.-ANCHORAGE: THE 33 1/3 % STRESS,INCREASE HAS NOT BEEN USED. IN.THE DESIGN OF,THIS PRODUCT. SEE SHEET 6 FOR ANCHOR 'DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS,USIED FOR WOOD ANCHOR CALCULATIONS. .6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE. NOT REQUIRED. 7.•ALLFRAMES AND VENTS FULLY WELDED. SMALL JOINT'SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8.SERIES / MODEL DESIGNATION'SH=8100. 9. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 10.',SECTION'CALLOUTS APPLY TO ALL ELEVATIONS IN A -SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT= 1/4' x 1=1W LOCATED 4"`FROM,BOTH ENDS: LOCATION MAX.'UNIT SIZE DESIGN PRESSURE IMPACT RATING RATING NON=HVHZ 72-7/8" x 61-3/4" +/- 65 PSF LARGE MISSILE IMPACT HVHZ + 67.5 7Q PSF / - Lucas A. Turner 2015-04-11 15:07-04:00 810V PVC SINGLE HUNG IMPACT 0 0 m m LL LL O O 0 0 N N w a:w w a a - : No 58201 '�-P G ^v: 4z o: �rAre of :vu a' r �- 4/11/2015 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' ]RAWN BY: DATE: ADE 01/26/09 1:15 I 1 OF 6 Mr AS& 718' OVERALLLINSULATEDGL V8," MN�ED O�-iEt�PiERED- -51,16!'LAM&-ftb GLASS LE- j- --li8'ANNEA 090, PVB'INTERLAYER BY DUPONT �/W,ANNEALED DQRASEALBY-TRUSEAL (g PURFECT GLAZE.W. 08 SIKAFLEX 552 c. i-dLASS BITE SASHILITE 44T" A ,9C'AOLSAWFL&ID A. WWW.6WS.CC PIOQTVC, SINGLE HUNG imPACT - .Z-�'f No 58201 -*."P %,P% STATE OF 140 0 .4j, A 0 p j N 4/1m015 az eCA� �A; Tti�NER, �r L P5- , #5 , 820 , 1 196b jAbARX�kVE WOAT14 06RT, 89 FL �42 ,PW64173804�74 GLAZ'ING 6&AiL, oWN�/ DATE: ADE 01126109 Mr. 0: REV.: CW8440� B. SCALr�. -'SHEET. -P n R ��(s(GwLG®Dfl�l WINDOW SYSTEMS � 1 `q 13 1� 4 1 41 30 3 1900SW ,44TH AVE. OCAlA, FLORIDA34474 B 0 —© www.CWs.CC - 8100 PVC O-- SINGLE HUNG o IMPACT 39 o`f H 14 0 0 2�9 14 0"O 14_ 1 (((({ �iW }. 0 3 SECTION VIEW B-B w i F m I CU U m LL Z �. 1 I 7 W cr.Q a F- Cca 9 w w, CJ Ill 3s m�Z. n 9 ,,�Uunerpr� . Pr10RE4V TGO�i B a4 �`�,,5 No 58201 : -p 0: STATE OF . 4fj� �.�iOPc� OA 14 29 10QA 11 q t 4/�2015 s uN , , LUCAS'A, TURNER, P.Ei 39 FL PE # 58201 o 1239 JABARA.AVE. 1s 6 NORTH PORT, FL 34288 PH. 941-380-1$74 2 SHEET DESCRIPTION: s SECTION: VIEW S SECTION VIEW A-ASECTION VIEW C-C , DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 01/26/09 REV:: ITEMS NOT SHOWN'FOR CLARITY: I B SCALE: SHEET 'SHEET 8, 18; 32' 1:2' 3OF6 20 f Fixed ISEE SHEET 21 P-3429 Wstp., 0.270 x 0.187 22 P-4638 #8 x 2-1/2 PH Mod. Ti 23 #10 x 1 112" Panhead 24 Fiat Washer 25 S-6014 Screen Support 26 S-6013 Screen Catch 27 S-6063 Fixed Rail Corer 28 P-3113 Screw Support, PVC 29 P-3352 Set. Bik. 1/8" x 5/8" x 30 S-6018 Mulibar Co%er 31 P-3767 #10 x 1 Hex Head Tek 32 P-3342 Seam Sealer, SM-550 33 SikaF]ex 552 or Purfec 34 P-3541 #8 x 112 Flat Tek 35 —P-4051 #8 x 1 1/4" PH Flat Te 36 P-3783 Lock 37 P-4069 Keeper 38 P4264 #8 x 3/4" PH Flat w/ 39 P-3752 Hole Plug 40 P-3559 #8 x 3/8" PH Pan Tek PVC FRAME FLANGE-6031 I 12 1 5/& = 1/16" PVCSASH SIDE RAIL-6064 3 10 1 5!8" 1116' PVC SASH BTM. RAIL-6028 PVC FRAME FIN-6026 �23l16'. l 15/8' PV.0 SASH'MTG..RAIL-6027 CORNER WELD (ALL SIDES) 1:8 1 =r4l 9/16" "� � —1314"2 1/8' 1/16" 13/tfi 6-t.yt6" PVC SASH STOP-6025 P.VC FXD RAIL COVER-6063 'INTERNAL MULL BAR-1727 MTG.RAIL-1836 Schnee �1--3/4'--{ REINF. S.S.R. - 1498 5/16- - 1 1/8- t 25 1/16' PVC SCREEN SUPPORT-6014 516•— D�1!1 REINF. S:T.R: 1497 ,1z- , ua- �© L1116' PVC'SCREEN;CATCH-6013 va' `141 718' 1ns — REINF. S.B.R.4699 PVC GLAZEBEAD-6064 112' 3/16. 7 (--3' ,1 TO e SCREW:SUPPORT-3113 ka/Plenkel =astenal Steel =astenal Steel htedock Steel nterlock Steel =astenal Steel M&M Plastic =astenal Steel (eymark Alum' LLMetal Alum LL Metal Plastic au I r-4aaa IVVsip., U.4Zu x U.1u1 DaCK I Utral-Ad I Nylon LINE ITEMS NOT USED] 42.43. NOTE: ALL EXTRU$IONS'ARE ALUMINUM 606346 UNLESS OTHERWISE NOTED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 'W W W:CW&CC 8100- PVC SINGLE HUG G IMPACT (J U m LL V O O O N N W w a a ! No 58201 9 STATE of , 4u FS .,4 O R 1 ID 4/1112015 LUCA_ S A, TURNER, P,Ei FE PE # 58201 1239 4ABARA AVE. NORTH PORT, FL-34288 PH: 941-380-1574 HEET DESCRIPTION: BOM AND 'EXTRUSIONS RAWN BY: DATE; APE 01/26/09 WO 0: REV.: CWS=440, B CALE: SHEET 1i2 40E-6 WvVmum H I 1 6' MAX. (TYP 6" MAX. (TYP 16 9/16' MAX O.C. (TYP:) .ANCHOR LAYOUT- (FLANGE) 4- MAX (TYP.; iE 2 4" MAX. (TYP: 8' MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) ---j-T 8" MAX O.C. (TYP) _DETAIL A SEE --------T=—=-- I I � I MAX O.C. 0' (TYP.) I I I I I I I 14 X X 4� I I I I I ANCHOR LAYOUT - (FIN) r NA WIND4�]1L4®1� (7 WINDOW SYSTEMS NOTE 1900•SW,44THAVE. - - OCALA, FLORIDA 34474 43 WWW.CWS.CC 1 , 8100 PVC' I SINGLE HUNG IMPACT 1 --INSTALLATION ANCHOR (TYP:) DETAIL A INTERNAL MULL ATTACHMENT 1:2 NOTES: 1. INSTALL ONE ANCHOR AT EACHANSTALLATION'LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO.AT EACH INSTALLATION ANCHOR -USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACKTO BE 1/4% USE SHIMS WHERE SPACE:GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS -SHALL BE CONSTRUCTED OFHIGH DENSITY PLASTIC OR BETTER: WOOD.SHIMS'ARE NOT ALLOWED. 3._ANCHOR TYPE, SIZE, SPACING:AND'EMBEDMENT SHALL BE AS.SPECIFIED IN THESE DRAWINGS, SEETABLEI, SHEET 6, 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION fiESISTAI lT MATERfAL OR COATING. DISSIMILAR -METALS OR MATERIALS IN CONTACT W ITH.PRES$URE 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 .W ITHSTRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE1, 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,9NTO.SUBSTRATE. INSTALLATIONS'TO SOLID; CONCRETE OR GROUT-FLLED CMU MAY INCLUDE BUT DO NOT_REOUIRE,lX WOOD 'BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS -TO HOLLOWACMU REQUIRE THE USE OF 19 BUCKS BETWEEN THE PRODUCT'AND SUBSTRATE. ' 7. A'MINIMUM CENTER,TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: W FOR MASONRY, 1" FOR WOOD ANOI METAL. 8. WOOD OR MASONRY OPENINGS; BUCKS AND BUCK'FASTENERS'SHALLBE PROPERLY DESIGNED BYTHEARCHITECT OR ENGINEER OF RECORD AND INSTALLED TOTRANSFER WIND LOADS TOTHE STRUCTURE. SUBSTRATES'SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET-SHEET,6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. R. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE'CURRENT VERSION OF THE REFERENCE DOCl/MENTS: FMA/AAMA IDO(FIN WINDOWS), FMA/AAMA 200(FLANGE,WINDOWS), FMA(WDMA 250SBOX WINDOWS), FMA/AAMAlWDMA 300(EXTERIOR DOORS) �9 STATE OF .40 •••4SfONA ; �,, ,`�� z� 4/11/2015 LUCAS,A, TURNER, P:E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 94289 PH. 941-380-1574 ANCHOR SCHEDULE ANDI NOTES II )PAWN BY: DATE: ADE 01/26/09 fflUE REV.: CWS-440 B =LE: SHEET 11:20 ( SOF6 SUBSTRATE BY OTHERS SEE TABLES PERIMETER SEALANT-- BYINSTALLER INSIDE AND OUT .SEALANT BEHIND - FLANGE -BYINSTALLER i INSTALLATIONANCHOR I SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. 'SEE TABLE 1 / MIN. EMBEDME SEE TABLE 1 IO L 114" MAX SHIM MAX SHIM- 'SEALf,VJT.BEHIND r1/4' FLANGE,BY INSTALLER C� PERIMETER SEALANT I :MIN. EMBEDMEN BY INSTALLER. SEE TABLE 1 INSIDE,AND OUT SUBSTRATE BY OTHEiiS,. SEE TABLE 1- -+—MIN. I EDGE DIST. 'SEALANT UNDER SCREW SEE TABLE 1 HEAD BY INSTALLER p VERTICAL SECTION TYPICAL SILL ANCHORAGE INSTALLATION SEE TABLE'1 ,MIN, EMBEDMENT SEE TABLE 1 1/4' MAX. SHIM — -SUBSTRATE BY OTHERS SEE TABLE 1 MIN, -EDGE DIST. SEE.TABLE 1 —PERIMETER SEALANT BYINSTALLER INSIDEAND OUT SEALANT BEHIND FLANGE BY INSTALLER B -HORIZONTAL SECTION •:6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN: EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" (7W TAPCON 1" 1-1/8"- FLANGE HOLLOW. OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" RW TAPCON 1" 2' FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMIN. SPRUCE-PINE-FIR(G=0A2) 3/16" TIW TAPCON OR ELCO ULTRACON 1-318" 7/8" FLANGE 2XMIN. SPRUCE -PINE -FIR (G=0.42) #10 WOODSCREW 1-318' 7/8" FLANGE 16 GAUGE (0.060")'MIN. STEEL STUD (33 KSI YIELD MIN) #1016 HILTI KWIK-FLEX OR 1TW TEKS SELF -DRILLING SCREW' FULL THREAD THRU 0.060" 7/16" FLANGE 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" FIN 2X. MIN. SPRUCE -PINE -FIR (G--OA2). #8 WOOD SCREW 1-1/2" 7/1S" MIN, EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS OCA A, FLORIDA: AVE. 1/4"'MAX: SHIM SEE TABLE 1 WWW. WS.Cc. 34474 W W W.CW S.CC 81 WIPVC SINGLE HUNG MIN. 71, 1.- W/, 'SEE TABLE 1EMBED�T IMPACT aPERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEETABLEi SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD ANO_SILL SIMILAR FOR FIN INSTALLATION ,%%� ORE4;• l*l N i G " No 58201 :�-P :90; STATE OF :4U 0 4/ 1 /2015 LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA.AVE. BY INSTALLER N.ORTHPORT, FL 34288 . INSIDE AND OUT PH: 941-380-1574 D HORIZONTAL SECTION. 6 BOKFRAME INSTALLATION _ - SHEET DESCRIPTION: HEAD.AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION ;DETAILS FLANGE :REMOVAL -NOTE: PARTIALLY OR FULLYREMOVING THE FLANGE, , UP TO AND INCLUDING A BOX-F`FLAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BV: D. ADE 01/26/09 _'MIN. 1/4" FILLET OF'CON$TRUCTION-GRADEADHESIVE CAULK IS'APPLIED DwG#: REv.: INS IDE:AND OUT, FULL•PERIMETER;:BY INSTALLER: CWS=440 B. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTSAS - - • SHOWN FOR'FLANGE 'WINDOWS.. SCALE: SHEET - - 1:2 6OP6—