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HomeMy WebLinkAboutProduct Approval1/29/2020 Florida Building Code Online �PFofessionaf' Regu�a�ion :� �"I F"��`� ., .:� _ �' .N.�, .._'. '.e �.n .,� WPL RpME'.ABODI�O9PA^ OBWI DIY19i0119 COfrrKf09PEt db.dapr z� Ga Product Approval ® USER: WOIIf User Vmtl to 9gproval Menu > ProJucc er Application Sea¢M1 # > Agolicalion Lkt > Application Detail FL161-R6 [RECEIVED r1FL AN 3 0 020 Application TypeCode Version 2017 cie County, Pert Application Status Approved Comments Archived J Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 a everde@cws.cc Category aerDoorsSubcategory ng Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-56201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020®�O' Validated By Steven M. Urich, PE Hwy Validation Checklist - Hardcopy Received 00, � Certificate of Independence FL161 R6 COI EvalReoort176F.of Referenced Standard and Year (of Standard) Standard year ASTM E283 2004 ASTM E33P'LL*09 ASTM E331 Equivalence of Product Standards Certified By https://www.floridabuilding.orgtpr/pr_app_dd.aspx?param=wGEVXQwtDgvyf4ngAXh1045csMGIoEpopBYr%2ffAksnA°/p3d 112 1/29/2020 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r Method 1 Option D 09/26/2017 09/29/2017 10/03/2017 12/12/2017 F Model, Number or Name Description S6i.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. ' of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F.pQf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +401-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE Evaliteoor1:176F.pddf, Rooms. Created by Independent Third Party: Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use In HVHZ: No FL161 R5 11 CWS-242E Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReoort242E.pdf Rooms. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stare Road. Tallahassee FL 32399 Phone: 850-e87-1824 The State of Florida is an AA(EEO employer. Coaright 2007-2013 State of Fiords, :: Pdvaev 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 tadibonal 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 ¢mails provided may be used for offidal communication with the licensee. However email addresses are public recoN. 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 dick here . product Approval Accepts: ® ® © 99 $eClIT1IY \i tlT)Ii CS https:!/www.floridabuilding.org/prlpr app_dtl.aspx?param-vGEVXQwtDgvyf4ngAXh1045csMGloEpopSYr%2ffAksnA%3d 2/2 PRIME DOOR - NON -IMPACT (SHOWN WALUM. SINGLE HUNG) 37 1/4• OVERALL WIDTH UNITW DTH �AI DO 37 112 B 2 )VERALL EIGHT I I UNIT HEIGHT 5112 I I DOOR CORE I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS CONFIGURATIONS. ............................... 2 SECTION VIEWS.....................................3 BOM & EXTRUSIONS ..............................4 ANCHOR SCHEDULE 8 NOTES.............5 INSTALLATION DETAILS ........................6 Q) A 8 GENERAL NOTES'® 1. TO HEREIN ISDESIGNEDCODED �y�1 COMPLY WITH THE TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT BC), CURRENT WINDOWSTSfEM911❑//W///'Ij( EDITION, 1900 2. GLAZING OPTIONS: (SEE SHEET 2) OCALA, FLORIDAAVE. OCALA, LORIDA 34474 W W W.CW S.GC 3. CONFIGURATIONS: OUTSW ING, LEFT OR RIGHT HINGED. 4. DESIGN PRESSURE RATING: 1000 ALUM. -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GUARDIAN DOOR GLASS TABLES ASTM E-1300-04001109. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER NON -IMPACT INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04001I09. 5. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED i w.w.i 0 ¢ O w IN THE DESIGN OF THIS PRODUCT. BEE SHEET 6 FOR ANCHOR w z O z w z 1 DETAILS. WINDLOAD DURATION FACTOR CE=1.6 WAS USED FOR WOOD O a W 3 O w 3 nl I ANCHOR CALCULATIONS. Z z z m< w' 0 0 7 5/9• 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE O O w I- m ti w n ? HINGE (TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O z 5 O y O_ O O 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. w ¢ F-zuwz LL!00LLz 3 O w - € O _ 0� z w Q'F;O.H B K z 0J4)I- r /1 HINGE( (TYP.) O w w x n N 8 u = n W3a UWu.npp PIADREW LUCKS �J��`'�,.CEH• FrG'Qyy, Turner S'zi: N. 58201 ' P 2017-09-15 15:13+20:00 ' 0 :9 �, STATE OF :,W. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 37-1/4"x81" +/-40PSF NONE 2 9/ 5/2017 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JASARA AVE. NORTH PORT, FL 3428E PH, 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 09/08/08 Y 4: REV: CWS-176 F ALE: SHEET 1:15 1 OF 6 ��® WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 273/4• WWW.CWS.CC MAX UNIT WIDTH 231/2• 1000 ALUM. GLASS DLO GUARDIAN DOOR NON -IMPACT a 3 3 NWo w Zoz K�KC O aw->ox3m 0 aiRz O 0�60 O rD GZLA S O ZN�_z r D1n OO'DwInu DLO < > z Z0 0mwmwww 'sa AArc-Tiw, O IT mm�raW?: HEIGHT 28' �y �• No 58201 :�P= GLASS DLO = '9�• BTATE OF :W: z� 9/15/2017 _ LUCAS A. TURNER, P.E. 2z GLASS DLO FL PE N 58201 1239 JABARA AVE. SH-3500 (SEE SEPARATE APPROVAL) NORTH PORT, FL 34288 ALL GLAZING DSB TEMPERED MIN. PH. 94WBO-1574 SHEET DE9GFFTI N DOOR CONFIGURATIONS DRAWN BY: DATE' ACE 09/08/08 DwD a REv.: - CWS-178 F ME: SHEET :10 2 OF 6 15 �_� 1 - WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 INTERIOR B www.Cws.CO 13 — 6 1000 ALUM. 343 Op 'm��o GUARDIAN DOOR 0 0 3 NON -IMPACT 3 I' 14 azp Ow0 D�w ` OO 3 14 6 o zmzT00:3 m_ �w3ZZhi�i 9 10 3 E: z Z¢c¢¢woo 0 U~o h IX Oy �NC SECTION VIEW B-B z piUNz �j U'-n K¢3¢ owotoz INTERIOR W OOK N013LNW Z N w J N O a w _ w~¢ ¢N w W r a ¢3a NQ1REW /T ��•i VP5....0ENSF �R.y:•. �� � 'FA No 58201 :9; STATE OF :W: o,Fss. O R ID �G�r�� 79 •np�NA�E�a _. i 9/1512017 16 7 LUCAS A. TURNER, P.E. FL PE N 58201 5 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHUT DEE5CR_lPf : 3 SECTION VIEWS 8 (1193) LT. THRESHOLD(1186) ALT. THRESHOLD(1126) By SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: NOTE: INSTALLATION W/1126 OR 1193 THRESHOLDS ONLY ALLOWED #ADE... SHEET 9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.F 6 THRESHOLD DESCRIPTION MAX. POS. OP BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD +40 SADDLE THRESHOLD NONE LINE ITEMS NOT USED: 2, 4, 20-22, 27, 30 6 CORNER KEY - S-1002 j^--2 3/8° 3/4'1/16° 1 13I/16" NlI l� 1 OUTSW ING HEAD S-1377 4 DOOR CORE - H-1001 -T 3 OUTSW ING JAMB 3INO�JAMB 5-1374 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 1000 ALUM. OUTER FRAME ASSEMBLY GUARDIAN DOOR NON -IMPACT 11 EZ z 3 ¢z3 N FwFO w Z02 xFgC o aN3>•oa3m i zi�d�rc3�� O ONo1J<yFNa o z-l- zzr ON PAN ELFRAME a OZUNZMU- ABBE f-w200w MBLY > �3¢0w xt0z ¢ ZKNI. ONCI ¢ ice¢ w3w- jADRErrpr• 7— PH.....w No 58201 :F1 S ADJUSTABLE SWEEP S-1300 -O Z9 ; STATE OF W NOTE: SINGLE HUNG B.O.M.NOT SHOWN, SEE SEPARATE APPROVAL. r�rris',ONAV 0' 3 j- 3 3/8' 7/16" T ' L9/15/2017L 1/16' LUCAS A. TURNER, P.E. STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 SADDLE THRESHOLD 5-1193 FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 3428E PH. 941-380-1574 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. THRESHOLD DESCRIPTION MAX. POS. DP 1126 BUMPER THRESHOLD I NONE 86 STANDAKU THRESHOLD t4U 1193 ISADDLETHRESHOLD I NONE NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. BOM AND EXTRUSIONS ADE 09706 Y04 REV. CWS-176 F E' SHEET 12 4OF6 123/4-MAX O.C.(TYP.) l/ YlOWf70MI 6' MAX. (TYP.) SEE NOTE 2 WINDOW SYSTEMS 6' MAX. (TYP.) 771 1 19MOCAI A, LOTH AVE, WwW. wSCCFLORIDA344T4 W W W.CWB.CC JIL 17' MAX O.C. (TYP) ALUM. GUARDIAN DOOR NON -IMPACT a z 3 aZ3 O w O INSTALL TWO 98 ANCHORS THRU w Z-o rck?W STRIKE PLATE AND DEADBOLT STRIKE O ¢ h 3) 0 m a PLATE INTO SUBSTRATE (TYP.) z zi�¢rc3 �� INSTALL ONE kB ANCHOR THRU O 01-0 �j aiO� EACH HINGE INTO SUBSTRATE (TYP.) o z Z a O,OV(/j JO ru.�00 z - � 0 a3ow�F_ aZNWOO�t/iw a p wrIf a2w a r If �3a _ ANCHOR LAYOUT No 58201 STATE OF NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQAT 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 BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. F- 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 68201 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. 1239 JABARAAVE. 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 NORTH PORT, FL 34288 PH. 941380-1574 THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. SNEETDESDawnbN: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONTRV, 1' FOR WOOD AND METAL. NOTES DanWHBY: DATE- 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 AIDE 09/08/08 STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. uwD a. REVS 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-176 F FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA250(BOXWINDOWS), FMA/AAMNWDMA300(EXTERIOR DOORS) SDLE: SHEET __ 1:20 SOPS TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 SUBSTRATE BY OTHERS INTERIOR 1I4° MAX SHIM SEE TABLE 1 - PERIMETER SEALANT BY INSTALLER ^^ MIN. EDGE DIST. SEE TABLE 1 HINGE/STRIKEPLATE MIN. EMBEDMENT SEE TABLE 1 r SEALANT BEHIND FLANGE BY INSTALLER 1/4' MAX SHIM HINGE/STRIKE PLATE S SEE TABLE 1 INTERIOR INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER INSTALLATIC SEE TABLE 1 PERIMETER BY INSTALLE SUBSTRATE SEE TABLE 1 MIN. EDGE D SEE TABLE 1 %�Ac1� VERTICAL SECTION �J TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3116' ITW TAPCON 1' 1-1/8" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1' 1" 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1313- 1/2' 0.045- ALUM. (6063-T5 MIN.) OR 0.045' STEEL (33 KSI MIN.) #10 GRADE 5 SELF-TAPIRNG / DRILLING SCREW FULL THREAD THRU 0.045' 112, HINGE AND STRIKE PLATE ANCHORS ZX MIN. SOUTHERN PINE (G=0.55) #B WOOD SCREW 1-WIP 71W HINGE/STRIKEPLATE MIN. EDGE DISTANCE SEE TABLE 1 MIN. EMBEDI SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 I_e 1 HORIZONTAL SECTION B TYPICAL JAMB ANCHORAGE NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. WINDOW SYSTEMS IIIZJ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a ? 3 az3 o l aw ❑ zoz writ ¢NI->orc3m z rw3zr3oo zxma¢ 0 U oro ai UyF-ZLLrf�LL ❑ Z Z-W zr7N OWV OU LL OOuz ¢30w x0_ X Ea r -z w "mwowww a 0 wor w wry a wxww r a m3a No SM01 >t STATE OF lxz 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 iEET DESCRIPTION: INSTALLATION DETAILS iAWN BY: GATE ADE 09/08/OB NG Y' REV.. CWS-176 F 'ACE' SHEET 1:2 60F8 i