HomeMy WebLinkAboutSGD CWS Aria 8800 FL app code 20838.1XXXXA11B11D12E12*(4) PANELS SHOWN; HVHZ LIMITED TO MAX. (9) PANELS. OUTSIDE HVHZ, UNLIMITED NUMBEROF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN.GENERAL NOTES ANDELEVATIONSSLIDING GLASS DOOR - LARGE MISSILE IMPACTF12G12POCKET601516"MAX. PANEL WIDTH96"MAX.UNITHEIGHT9338"MAX.PANELHEIGHT52 716"GLASS DLO84 1516"GLASSDLOAABBC11CWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:30SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONS 233 316" 4 PANEL WIDTH*1 OF 11TABLE OF CONTENTSGENERAL NOTES & ELEVATIONS....1SECTION VIEWS.................................2BOM & GLAZING DETAIL....................3EXTRUSIONS...................................4-5TRACK WIDTHS..................................6ANCHOR SCHEDULE & NOTES........7ANCHOR PATTERNS......................8-9INSTALLATION DETAILS.............10-11GENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR USE IN 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. GLAZING OPTIONS: (SEE SHEET 3)3. APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: "XO", "OX", "XX", "OXO", "XXX", "OXXO", "XXXX", "PX", "PXX", "PXXX", "PXXXX", "PXXP", "PXXXXP", "PXXXXXXP", "PXXXXXXXXP" 2 TRACK, 3 TRACK, 4 TRACK4. 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-1300-04.5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-11 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.6. PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT REQUIRED.7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND THERMAL WELDED TOGETHER.8. SERIES / MODEL DESIGNATION SGD-8800.9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH, P = POCKET/HOOKSTRIP10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION.11. WEEP SLOTS = 1/2" x 1" LOCATED @ BOTH ENDS.11/18/16BLZADDED SPACER INFO111/21/2016
SECTION VIEWSSECTION VIEW B-BFIXED PANELATTACHMENTITEMS NOT SHOWN FOR CLARITY:20, 24-26, 31, 55-58, 61-62, 64-66CWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:3SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONSALTERNATE SILL RISER VIEWLIMITED TO +65ALTERNATE SILL RISER VIEWLIMITED TO +80SECTION VIEW A-ANO SILL RISER2 OF 11612392829303614133716562310153560363341281140612393637373714141414612396854,553616333632823633932767592213171819,20,21,5819,20,21,583736NOTES:1) INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE, IN LOCATIONS WHERE WATER INFILTRATION RESISTANCEIS NOT REQUIRED, SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL.11/18/16BLZADDED SPACER INFO111/21/2016
PANEL CORNERSTHERMAL WELD1:8BOM AND GLAZINGDETAILFRAME CORNERSMECHANICALLY FASTENED1:878" GLASS BITECWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONS3 OF 11163324PURFECTGLAZE H13251" OVERALL316" TEMPERED38" AIRSPACE316" HEAT STRENGTHENED316" HEAT STRENGTHENED.090 SGP INTERLAYER716" LAMINATED11/18/16BLZADDED SPACER INFO17111/21/2016
H-6166NOTE: ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED.EXTRUSIONS2-Track Sill - 61613-Track Sill - 61634-Track Sill - 61652-Track Head/Jamb - 61603-Track Head/Jamb - 61624-Track Head/Jamb - 6164Panel Head/Sill/Stile - 6166Lock Stile - 2086Astragal - 6167IG Glazing Bead - 6170578"814"1058"11316"11316"11316"11316"11316"11316"4316"21116"458"41516"34"212"178"214"278"38"38"4116"332"332"332"332"332"332"116"116"332"332"116"116"CWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONSReinf., Lock Stile - 17756005-T6Reinf., Astragal - 20686005-T6P-Hook - 20636063-T6Reinf., HD Interlock - 21116005-T6Sill Riser - 20606063-T6Sill Riser - 20626063-T6Track Filler - 6175Cover, Ext Reinf. &Hookstrip - 6172Cover, Sill Track - 6171Cover, Interlock - 6169Reinf., Ext-Interlock-20716005-T62 34"14"116"1 916"14"116"916"18"116"34"58"116"12"116"1 18"1 78"18"3 58"2 516"516"2 716"1 58"716"18"1 58"2 58"14"58"516"Roller Track Insert -20646063-T5Reinf., Frame - 20696063-T658"0.100"10 58"8 14"5 78"P-Hook Adaptor - 20656063-T62"2 316"116"4 OF 11234567131415401718413839119101281636373511/18/16BLZADDED SPACER INFO111/21/2016
EXTRUSIONSScreen, Astragal - 2048Screen, Interlock - 2097Screen, Snap Cover - 2059Screen, 1-Track Head - 2050Screen, 2-Track Head - 2053Screen, 3-Track Head - 2056Screen, 1-Track Sill - 2052Screen, 2-Track Sill - 2055Screen, 3-Track Sill - 2058Screen, 1-Track Jamb - 2051Screen, 2-Track Jamb - 2054Screen, 3-Track Jamb - 2057Panel Guide, Interlock - P-5517358"5516"61516"1116"1116"1116"178"21116"4516"1116"1116"51516"21116"1116"1116"4516"51516"1116"112"214"116"116"116"116"116"116"116"116"116"116"NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.CWS-11521BLZ05/16/20168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONS2 18"78"116"2 18"316"4"Support Channel, BotRail - Interlock - P-55582 58"78"1"116"Cover, Interlock - Reinf.P-5511, Nylon4 916"2 14"34"116"1116"14"116"1 14"316"Block, Anti-LiftP-5477, Nylon5 OF 11454851445247504253494643542120191316"5"12"278"51516"316"Bracket, Fixed PanelP-55162211/18/16BLZADDED SPACER INFO111/21/2016
TRACK WIDTHS2T Sill w/Riser3T Sill w/Riser4T Sill w/Riser51516"8516"101116"312"H-2060458"H-20622T Sill w/ 1T Screen3T Sill w/ 1T Screen4T Sill w/ 1T Screen3T Sill w/ 2T Screen4T Sill w/ 3T Screen814"1058"16 516"CWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONS13"12 516"6 OF 1111/18/16BLZADDED SPACER INFO111/21/2016
XXXXANCHOR SCHEDULE ANDNOTESNOTES:1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION (SEE LAYOUT DETAILS ON SHEETS 8 & 9), EXCEPT FOR 2T SILL & WOOD INSTALLATION LOCATIONS. SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL (SHEET 8). INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION (CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP.2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10.4. 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 10.6. 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 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 SOLID CONCRETE, 6" FOR CMU 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 TABLE1, SHEET 10. 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 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)MID-SPANOFPANEL3" EDGEOF PANELTYP.12" MAX. O.C.P-HOOKANCHORS6" MAX. TYP.* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL)CWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:25SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONS 4"TYP.4"TYP.ANCHORS @ ℄PANEL -TYP℄TYP6"MAXTYP.21"MAXTYP7 OF 11FIXED PANELCLIP11/18/16BLZADDED SPACER INFO111/21/2016
℄PANELWIDTH℄INTERLOCKSASTRAGALP-HOOKWOOD SUBSTRATESONLY℄PANELWIDTH℄INTERLOCKSASTRAGALP-HOOKWOOD SUBSTRATESONLY℄PANELWIDTH℄INTERLOCKSASTRAGALP-HOOKWOOD SUBSTRATESONLY2T SILL6" TYP.3" TYP.ANCHOR PATTERNS(JAMB & SILL)NOTE: = CENTERLINE OF INTERLOCK OR ASTRAGALLC3T SILL4T SILL* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS.6" TYP.4" TYP.6" TYP.4" TYP.6" TYP.6" TYP.6" TYP.CWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:5SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONS 3" TYP.4" TYP4" TYP.4 34" TYP.2T JAMB3T JAMB4T JAMB21" O.C. MAXTYP.21" O.C. MAXTYP.21" O.C. MAXTYP.8 OF 11434"TYP.4 34"TYP.6" TYP.2 1316"TYP.2 1316"TYP.3" TYP.1516" TYP.1516" TYP.1 78"TYP.1 78"TYP.6" TYP.1 78"TYP.1 78"TYP.6" TYP.11/18/16BLZADDED SPACER INFO111/21/2016
℄PANELWIDTH℄INTERLOCKSASTRAGALP-HOOKWOOD SUBSTRATESONLY℄PANELWIDTH℄INTERLOCKSASTRAGALP-HOOKWOOD SUBSTRATESONLY℄PANELWIDTH℄INTERLOCKSASTRAGALP-HOOKWOOD SUBSTRATESONLYANCHOR PATTERNS(HEAD)NOTE: = CENTERLINE OF INTERLOCK OR ASTRAGALLC2T HEAD3T HEAD4T HEAD* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS.6" TYP.6" TYP.4" TYP.6" TYP.4" TYP.CWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:5SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONS 4" TYP4" TYP4" TYP.4 34"TYP.4" TYP.4 34"TYP.9 OF 111" TYP1" TYP1" TYPHOLE PATTERNFOR ANTI-LIFTBLOCK ANCHORSHOLE PATTERNFOR ANTI-LIFTBLOCK ANCHORSHOLE PATTERNFOR ANTI-LIFTBLOCK ANCHORS1516" TYP.1516" TYP.3" TYP11/18/16BLZADDED SPACER INFO111/21/2016
A9VERTICAL SECTIONHORIZONTAL SECTIONB92 TRACK JAMB ANCHORAGE2 TRACK SILL ANCHORAGE2 TRACK HEAD ANCHORAGEPERIMETER SEALANT BY INSTALLERINSIDE AND OUTPERIMETER SEALANT BY INSTALLERINSIDE AND OUTDO NOT COVERWEEP HOLESSUBSTRATEBY OTHERSSEE TABLE 1SUBSTRATEBY OTHERSSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1 INSTALLATION DETAILS2 TRACKHORIZONTAL SECTIONHOOK STRIPC9MIN. EMBEDMENT SEE TABLE 114" MAX.SHIMMIN. EMBEDMENT SEE TABLE 1MIN. EDGE DIST. SEE TABLE 1MIN. EDGE DIST. SEE TABLE 1SEE LAYOUT ON SHT 9MIN. EMBEDMENT SEE TABLE 1INSTALLATION ANCHORSEE TABLE 114" MAX. SHIMMIN. EDGE DIST. SEE TABLE 1INSTALLATION ANCHORSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1HOOKSTRIPCWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:3SHEET DATE: BY: DESCRIPTION: NO.:
REVISIONSSEALANT BETWEEN SILLRISER AND FRAME BYINSTALLERSEE LAYOUTON SHT 8MIN EDGE DISTSEE TABLE 1MIN EMBEDMENTSEE TABLE 1PERIMETER SEALANTCOMPLIANT WITH AAMA 800BY INSTALLER INSIDE AND OUTINTERIORINTERIOR10 OF 11PERIMETER SEALANTCOMPLIANT WITH AAMA 800BY INSTALLER INSIDE AND OUT1/4" MAX39, FRAME INSERT REQ'D ATALL FRAME ANCHOR LOCATIONS39, FRAME INSERT REQ'D ATALL FRAME ANCHOR LOCATIONS39, FRAME INSERT REQ'DAT ALL FRAME ANCHORLOCATIONS11/18/16BLZADDED SPACER INFO111/21/2016
HORIZONTAL SECTION3 TRACK JAMB ANCHORAGEF10VERTICAL SECTIONE104 TRACK SILL ANCHORAGEVERTICAL SECTIOND103 TRACK SILL ANCHORAGEG104 TRACK JAMB ANCHORAGEHORIZONTAL SECTIONINSTALLATION DETAILS3 & 4 TRACKPERIMETER SEALANTBY INSTALLERINSIDE AND OUTDO NOT COVERWEEP HOLES3 TRACK HEAD ANCHORAGEMIN. EDGE DIST.SEE TABLE 1, SHT 10SEE LAYOUT ON SHT 914" MAXSHIMMIN. EMBEDMENTSEE TABLE 1, SHT 10PERIMETER SEALANTBY INSTALLERINSIDE AND OUTMIN. EDGE DIST.SEE TABLE 1, SHT 10SEE LAYOUT ON SHT 8MIN. EMBEDMENTSEE TABLE 1, SHT 10MIN. EDGE DIST.SEE TABLE 1, SHT 10MIN. EMBEDMENTSEE TABLE 1, SHT 1014" MAX.SHIMMIN. EMBEDMENTSEE TABLE 1, SHT 10MIN. EDGE DIST.SEE TABLE 1, SHT 10PERIMETER SEALANTBY INSTALLERINSIDE AND OUTDO NOT COVERWEEP HOLES4 TRACK HEAD ANCHORAGEPERIMETER SEALANTBY INSTALLERINSIDE AND OUTCWS-11511BLZ05/16/168800 PVCSLIDING GLASSDOOR - IMPACTLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:3SHEET11 OF 11 DATE: BY: DESCRIPTION: NO.:
REVISIONS SEALANT BETWEEN SILLRISER AND FRAME BYINSTALLERPERIMETER SEALANTCOMPLIANT WITH AAMA 800BY INSTALLER INSIDE AND OUTSEE LAYOUTON SHT 8MIN EDGE DISTSEE TABLE 1 SHT 10MIN EMBEDMENTSEE TABLE 1 SHT 10SEALANT BETWEEN SILLRISER AND FRAME BYINSTALLERSEE LAYOUTON SHT 9SEE LAYOUTON SHT 8PERIMETER SEALANTCOMPLIANT WITH AAMA 800BY INSTALLER INSIDE AND OUTSEE LAYOUTON SHT 8MIN EDGE DISTSEE TABLE 1 SHT 10MIN EMBEDMENTSEE TABLE 1 SHT 10INTERIORINTERIORINTERIORINTERIORSUBSTRATEBY OTHERSSEE TABLE 1, SHT 10SUBSTRATEBY OTHERSSEE TABLE 1, SHT 10SUBSTRATEBY OTHERSSEE TABLE 1, SHT 10SUBSTRATEBY OTHERSSEE TABLE 1, SHT 10SUBSTRATEBY OTHERSSEE TABLE 1, SHT 10SUBSTRATEBY OTHERSSEE TABLE 1, SHT 10INSTALLATION ANCHORSEE TABLE 1, SHT 10INSTALLATION ANCHORSEE TABLE 1, SHT 101/4" MAX1/4" MAX39, FRAME INSERT REQ'D ATALL FRAME ANCHOR LOCATIONS39, FRAME INSERTREQ'D AT ALL FRAMEANCHOR LOCATIONS39, FRAME INSERTREQ'D AT ALL FRAMEANCHOR LOCATIONS39, FRAME INSERTREQ'D AT ALL FRAMEANCHOR LOCATIONS39, FRAME INSERT REQ'DAT ALL FRAME ANCHORLOCATIONS39, FRAME INSERT REQ'DAT ALL FRAME ANCHORLOCATIONS11/18/16BLZADDED SPACER INFO111/21/2016
1/15/2020
Lucas A. Turner, P.E.
FL PE #58201
Evaluation Report 1151-R1
January 15, 2020
Product Description:Series 8800 Vinyl Sliding Glass Door,Large Missile Impact Resistant,5’ nominal
panel widths, 96” door heights, with design pressures of +/-80 psf,with heavy panel reinforcement
required as shown in CWS-1151-R1
Manufacturer:Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance:This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th
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-1151-R1, signed and sealed by Lucas A. Turner, P.E.on 11/21/2016
3)Keystone Certifications CAR documents 138-571,1601.0, and 1602.0
4)Test Reports F1575.04/14-401-18/44, from Intertek/ATI,Tampa, FL (TAS testing signed/sealed
by Justin P. McDonald), and CWS-010-02-03/04, by PRI Construction Materials Technologies,
Tampa, FL (TAS testing signed/sealed by Zachary R. Priest), with testing performed:TAS
201/202/203-94, AAMA/WDMA/CSA 101/I.S.2/A440-11, ASTM E 1886-05, ASTM E 1996-09
5)Test Report ETC-97-264-4091.0,on White Rigid PVC material,from ETC Laboratories,
Rochester, NY, signed and sealed by J. L. Doldan, P.E., with testing performed:ASTM D1929
Ignition Temperature, ASTM D2843 Smoke Density, ASTM D635 Rate of Burning, ASTM
G265 UV Exposure for 4500 hours, ASTM D638. I have analyzed this testing and determined
that it is equivalent to meet the requirements of the 2017 FBC and Dade Plastics checklist #0445
to qualify Vision Extrusions White Rigid PVC framing material for use in this product.
6)Supplemental Calcs.to support CWS-1151-R1, signed and sealed by Lucas A. Turner, P.E.
Installation:Units must be installed according to approval document CWS-1151-R1.
Limitations of Use:This product:
May be used in sizes, design pressures, and with max. glass DLO sizes as shown in CWS-1151-R1
Is large missile (9lb 2x4, 50 ft/s) impact resistant and does not require the use of shutters
May be used in the High Velocity Hurricane Zone and ASTM Wind Zone 4 areas
Requires laminated glazing as shown in CWS-1151-R1, with Kuraray (prev. Dupont) .090”
SentryGlas interlayer per Miami-Dade NOA 17-0808.02
Requires Vision Extrusions PVC frames in accordance with NOA 15-0528.14.I have reviewed
the materials in this NOA and find them in compliance with 6th Ed. (2017) FBC.
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.
URNER
ENGINEERING &
CONSULTING, INC.T 2428 Old Natchez Trace Trail
Camden, TN 38320
Ph. 941-380-1574
FBPE C.O.A. #29779