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HomeMy WebLinkAboutEngineeringURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. 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 51h Edition (2014) 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-29813, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-29813, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of +/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA #11-0624.02t • Requires Quanex (Mikron) white rigid PVC extrusions per NOA #12-1017.02' t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. , , I- , _X �. 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. oREw Ito No 58201 ':7} rp STATE OF : 4,U �. ©N AIL,.C3`,,� z� 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 96' MAX UNIT HEIGHT 931/2' MAX B PANEL HEIGHT SLIDING GLASS DOOR - IMPACT 191 1/8' 48 7/8. MAX UNIT WIDTH MAX PANEL W IDTH A 41 314" _-DLO GLASS -- - 86 3/8" O X X O GLASS DLO 1 I 145 13/16" -{ MAX UNIT WIDTH I 48 7/8" MAX ANEL WIDTH i 96' MAX UNIT HEIGHT MAX2' PANEL i HEIGHT L-L - 86 41 3l GLASS DLO :!7<- X - O - 3/8' O GLASS EL C TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .....................1 SECTION VIEWS OXXO & GLAZING DETAIL....2 SECTION VIEWS OXO & XO................................3 EXTRUSIONS & B.O.M.........................................4 ANCHOR SCHEDULE & NOTES ............................5 INSTALLATION DETAILS.....................................6 1 6 C_ 6 v A A s GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO y_li&5vWPys COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474 W W W.CW S.CC 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: "OXXO", "OXO",'XO', "OX" 8900 PVC, 4. DESIGN PRESSURES: SLIDING GLASS -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACT TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE. WATER in N INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE N o F DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL o 0 0 WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y CALCULATIONS. s 96' MAX UNIT WIDTH 48 7/8" MAX PANEL WIDTH 41 3/4" GLASS 6" DLO AAX - "T TIGHT 93 112" MAX PANEL E X HEIGHT GLASS a OLO 1 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH. O=FIXED SASH. 1 X0 ' CALLOUTS APPLY TO ALL CONFIGURATIONS. 1 XTERNAL WEEP SLOT = 114 x 1" LOCATED 4' FROM BOTH ENDS. •MAX. UNIT SIZE MAKPANEL I -k.ka&7_L I W rL9 0 1 u V p 91.14 N IMPACTRATING �1�/i!.`f.71Aa11�11J��•l ' �AGGiHWl 'P;;SDREH, w - No 58201 0: STA E OP .•4j y�sS�oNA� zz 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 06/03/08 CWS-298 B ;ALE: SHEET 1:33.33 1 OF 6 SECTION B-B PAIR OF ANCHORS AT EACH CLIP. SEE SHT 6 FOR SPACING SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 1' OVERALL 3116' TEMPERED 318" AIRSPACE 7116' LAMINATED GLASS 3116' ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16- ANNEALED GLASS !E'H' BITE WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.cwS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT a yw N 1 F O O O co U Z LL m O v o (p N N Z > W W W O Of w a F a a wwa r corn aLLJ ,�1pu n urq+4 PTSORE41r+4+ No 58201 = N Q: STATE OF i4UZ rON zz 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS - OXXO AND GLAZING DETAIL ADE 1 06/03/08 1:1.33 CWS-298 B 5cALE: SHEET 1:2.63 2 OF 6 v2w� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 33 16 8 0 1 3 13 7 4 26 18 5 8900 PVC SLIDING GLASS ❑❑❑❑ DOOR -- IM ACT N N oul N H ¢ 0n Y rw-7 w Y �oe q W m z m m O LL LL O _ (n 1 2 9 35 34 19 4 6 30 1 N N Z w O SECTION D-D a LLo a w r Qr ao p m W a m ¢ O z 25 18 26 24 7 33 3 21 0 `,�P,NDRE41r��`4ii •'c�iis G No 58201 A o ❑ I' I I Q STATE OF a'SS'ONA `'���•�. 4/3/2015 LUCAS A. TURNER, P.E. ea� FL PE # 58201 1239 JABARA AVE. 1 12 30 33 6 24 19 2 NORTH PORT, FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS - OXO AND XO/OX DRAWN BY: DATE: NOTES; ADE 06/03/08 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 DWG C: REV.: 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SCALE: SHEET 1:2.63 3 OF 6 DESCRIPTION VENDOR FRAME, MAIN, SGD MIKRON THRESHOLD/FILLER, SGD MIKRON SUPPORT BLOCK, FIXED, SGD KEYMARI PANEL TOP/BOTTOM RAIL, SGD MIKRON PANEL SIDE RAIL, SGD MIKRON PANEL, INTERLOCK, FIXED MIKRON PANEL, INTERLOCK, OPERABLE MIKRON INTERLOCK, SNAP -ON MIKRON ASTRAGAL, SGD, MIKRON ROLLER, TANDEM SULLIVAI• SEAM SEALER, SM-5504 SCHNEE SET. BLOCK, 85 DUR. 1/8" X7/8" X2" FRANK LOV SIKAFLEX552 OR PURFECT GLAZE "H" SIKA/HENK WSTP., 0.270 X.187, BACK FINSEAL ULTRAFAI N X3/4' QUAD PHILIPS. TEK FASTENA P-4366 1WSTP., 1" X7.1" X0.7" i '9 P-3302 WSTP., 0.330" X0.187" 5 PVC ASTRAGAL - 6043 TERIAL 5 75/16'� PVC 5/8- PVC \LUM 24 PVC 17/8' O 4 LJ 211116" Pvc PVC PVC OUTER FRAME - 6042 REINF. - 1993 PVC PVC ZINC 3 3 3 PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 FRAME CONSTRUCTION 1-4 FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION VENTS FULLY WELDED 1:10 KEYMARK ALUM 1/2"2-- KEYMARK ALUM 2" �21116" I KEYMARK ALUM �{ KEYMARK ALUM 15/8 I 9 8 5 r MIKRON PVC I 26 MIKRON PVC 23 2 13116" MIKRON PVC 3 3/16' 1/16" 3 1/16" 2 5/8• 1 15/16" 1/16" MIKRON PVC 1/g• 1/6' 1/16' MIKRON PVC ULTRAFAB KEYMARK ALUM ULTRAFAB PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 REINF. -1775 HIGHRISE - 1737 tJAUK NN UL I KAF'AB 2 11116" SULLIVAN 1 PVC 2118" 37 1/1s' ----{-5/8" 112"�j 35 1 3/8' 27 13116' I I i tn6' � 28 : E 1/16' ROLLER TRACK - 1930 SILL THRESH COVER -1764 PVC SCREEN ADAPTOR - 6045 7/8' k 2 3/16' 4 318" 2 1 3 1 vz' t va• Lvtfi• 1/16• PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. 3/4' 2" I 32 — — — 1 3/4' L 1116" PVC WELD SUPPORT - 6046 7/16• rill, PVC GLAZING BEAD - 6037 5/8' 9116- 31 v16• PVC SCREEN TRACK - 6041 %%gNDOW SYSTEMS E 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT N N r= o tii N � 1— O O � U) U Z m m O LL a � _ N N Z > O w W H a a a w w 2 r a a w � � O m ¢ Z III off ,%' C10REHf�"e No 58201 • �",� OL STATE OF 44, c r�itP'.00RIC;A' 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 06/03/08 VG 9: REV.: CWS-298 B :ALE: SHEET 1 :2 4 OF 6 8• (TYP) 6• MAX (TYP) 1 Y MAX O.C. I I I I (TYP) 4^ (TYP) 18' MAX. O.C. (TYP) I I i ANCHOR LAYOUT NOTES: ' T ,1INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. SHIM AS REQ'D 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 T B LE 1 SHE T .. 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. 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 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" 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 TABLE 1, SHEET 6. 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), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS). WINDOW SYSTEMS LLB 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS DOOR - IMPACT to N O W N � F- O O 0 DREW C e tJ i1 No 58201 1r �O:• STATE OF 4/3/2015 LUCA,9 A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE ANC NOTES ADE 06/03/08 JG z: REV.: CWS-298 B ALE: SHEET 120 5OF6 TYPICAL HEAD ANCHORAGE 2 7/16" MIN. MIN. EDGE DIST. i i i j i i i i SEE TABLE T SEE TABLE E BY OTHERS —7 / I / I V/A SMIN.EE TAB EDMENT PERIMETER SEALANT C:k/'J BY L-1/4• MAX SHIM INSTALLER a INSIDE AND OUT jul a INTERIOR INSTALLATION ANCHOR SEE TABLE 1 SEALANT BETWEEN SILL RISER AND FRAME BYINSTALLER PERIMETER SEALANT fI91f�1 Oa �Q BY INSTALLER LJIJ INSIDE AND OUT DO NOT COVER WEEP HOLES MIN. EMBEDMENT SEE TABLET SUBSTRATE BY OTHERS SEE TABLE 1 F---2 7/16" 1 -1 MIN. EDGE DIST. MIN. SEE TABLE 1 VERTICAL SECTION 771:i TYPICAL SILL ANCHORAGE / 1/4" MAX. INTERIOR MIN. EMBEDMENT SEE TABLE 1 2 7116" MIN. WINDOW SYSTEMS k- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT F- O O O MIN. EDGE DIST. 2 } SEE TABLE 1 w m V7 U U Z m m O PERIMETER SEALANT BY INSTALLER a 1n INSIDE AND OUT N Z > SUBSTRATE BY OTHERS O w SEE TABLE 1 a a F- a KBB\ \ HORIZONTAL SECTION w w 6 TYPICAL JAMB ANCHORAGE o p U) l a a A I a 7 0 ' TABLE I: APPROVED INSTALLATION FASTENERS ,±UBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITV TAPCON 1" 3" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1-314" 1" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 3" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-112" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8" 1" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 1" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10.16 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 FULL THREAD THRU 0.125" 7/16" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116" ITW TAPCON 1" 3" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 12" 17 V8" MAX. O.C. lL s- FIXED PANEL CLIP CLIP ANCHORS MUST ! BE LOCATED A MINIMUM (STANCE OF 3- AWAY FROM ANY MAIN FRAME NCHOR. INSTALLATION NCHOR (TYP) FIXED PANEL CLIP DETAIL I' NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. INSTALLATION ANCHOR SEE TABLE 1 z TWO ANCHORS PER THROUGHFIXED CLIP PRE DRILLED HOLES 'k�PpSDRE 1/4" MAX. SHIM v0�5.��cFtiSFG�Lm: FIXED PANEL ; NO 58201 " •: MIN. EMBEDMENT +; + SEE TABLE 1- �O, STATE OF FIXED PANEL �•;cL O REDGE 07 DIST. SEE TABLE o'•sSfoN ate;; ❑ 4/✓� 0� LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, 34288 -1 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: C HORIZONTAL SECTION ADE 06/03/08 6 FIXED PANEL ANCHORAGE DWG 9: REv.: CWS-298 B SCALE: SHEET 12.67 6 OF 6 7/4/2015 Florida Building Code Online Ir1i TI:" BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Businesrr'� Product Approval i'rofessibnal(BUSER: Public User Regulation 1fflnr !! A;�lMll Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL11103-R2 Revision 2014 Approved `t! 16 .. Al Publications FBC Staff BCIS Site Map Links Search 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, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL11103 R2 COI EvalReo CWS-298B (SGD-8900 IMP) odf Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1300-04 ASTM E1886-02 ASTM E1996-02 TAS 201/202/203 Year 2005 2004 2002 2002 1994 Equivalence of Product Standards httpsJ/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvLAOCRBKBPgp/o2fD PvnFim WAkdS3N3YofrjggA%3dp/p3d 1/2 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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 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 they have 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 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: sChect secu ri tv .i 1- r it i rY https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgttaGsip3GvutOCRBKBPq%2fDPvnFimWAkdS3N3YofrjggA%3d%3d 2/2 7/4/2015 i J Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 ucts FL # Model, Number or Name 11103.1 SGD-8900 PVC Sliding Glass Door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Config. include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. 0 Description SGD-8900 PVC Sliding Glass Door. Installation Instructions FL11103 R2 II CWS-2986 (SGD-8900 IMP) Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R2 AE DuPont SGP NOA 11-0624 02 odf FL11103 R2 AE EvalReo CWS-298B (SGD-8900 IMP)Ddf FL11103 R2 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32329 Phone: 850-487-1824 The State of Florida is an AA/EEO 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 not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. 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 Chapter 455, F.S., please dick here . Product Approva I Accepts: e -" El sccurit"'; i t, Kim https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE\IXQwtDgftaGsip3GvutOC RBKBPq°/`2fDPvnFim WAkdS3N3YofrjggAg/`3dg/o3d 2/2 SLIDING GLASS DOOR - IMPACT 191 118' 48 7/8' MAX UNIT WIDTH MAX A PA WIDTH I '. 96" MAX UNIT HEIGHT 931/2" MAX B PANEL HEIGHT L---- 413/4" GLASS DLO -- 86 3/8" O X O GLASS DLO a b , I 145 13116' MAX UNIT WIDTHy 48 7l8' PANEL DTH 96- MAX UNIT HEIGHT MAXD PANEL HEIGHT - 86 41 3/4" GLASS DLO X - O _ 3/8- O GLASS DLO LL� TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .....................1 SECTION VIEWS OXXO & GLAZING DETAIL....2 SECTION VIEWS OXO & XO................................3 EXTRUSIONS & B.O.M.........................................4 ANCHOR SCHEDULE & NOTES ............................5 INSTALLATION DETAILS.....................................6 96. MAX UNIT 48 7/8 MAX PANEL WIDTH 41 3/4" GLASS 96" DLO MAX UNIT HEIGHT D 9MAX E O y ^ PANEL HEIGHT 86 3/8' GLASS a DLO C GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO yyl�ppHj SYSTEP9S L COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474 WWW.CWS.CC 2. GLAZING DETAIL: (SEE SHEET 2) 3.APPROVEDCONFIGURATIONS:'OXXO','OXO','XO','OX 8900 PVC 4. DESIGN PRESSURES: SLIDING GLASS -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR -IMPACT 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 N FW DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL o o WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y s CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH, O=FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 11. EXTERNAL WEEP SLOT = 1/4 x 1" LOCATED 4" FROM BOTH ENDS. ��rr��rrrrrrrr��rrril.irrr,l�rrr,f►`:au.i�rrrr��rrrrrrrrrrrrrr MAKPANEL 7 DESIGNPRESSURE IMPACT RATING - • 1 �ll �ra�... •.��..�.�:i:•� • i Ay 1171rvxml � 0 • • ��I�1��cTy1/1A7►71A�1111r�1�1 W o Z LL m O o (p O N Z % N L11 W O w a a a w o 0 "psORE N �+'+4 P r 41 No 58201 LR2tn� ��. STATE OF j ;ctOHl�yA:\_` ++S 'ON A' 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS AIDE 1 06/03/08 CWS-298 B �E SHEET 1:33.33 1 OF 6 SECTION B-B PAIR OF ANCHORS AT EACH CLIP. SEE SHT 6 FOR SPACING SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 1:1.33 1' OVERALL 3116" TEMPERED 3/8' AIRSPACE 7/16' LAMINATED GLASS 3116' ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS 11 PURFECT GLAZE "H' SIKAFLEX 552 13/16" GLASS BITE Qvmm 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT yaw `l F- O O O "ptDRE W �1" ` l �v. No 56201 STATE OF zz 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PK 941-380-1574 SECTION VIEWS - OXXO AND GLAZING DETAIL ADE 06/03/08 VGk REV.: CWS-298 B 'ALE: SHEET 1:2.63 2 OF 6 1Mtid�� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 33 16 8 0 1 3 13 7 26 18 25 � T 8900 PVC o a b o SLIDING GLASS DOOR - IMPACT 8di �oe o o O Y Z mLL m O 1 2 9 35 34 19 4 6 30 1 N N Ln o W SECTION D-D a a a w w H u U) 0 p W a � � 0 m ¢ O Z li 25 18 26 13 4 7 33 3 Gp p _ No 58201 • � * ,t �0�.. STATE OF ONN 4/3/2015 _ LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. 1 1z 30 33 6 a 19 2 NORTH PORT, FL 34288 PH. 941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS - OXO AND XO/OX DRAWN BY: DATE: NOTES; AIDE 06/03/08 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 OWc R: REV.: 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. CW S-298 B SCALE: SHEET 1:2.63 3 OF 6 HOLE VENDOR MATERIAL 5 15116" 15/8' MIKRON PVC f` SGD MIKRON PVC 1 ED, SGD KEYMARK ALUM U o 9 24 RAIL, SGD MIKRON PVC 17/8' O A r} 211116" D MIKRON PVC 7n?] -�E=Ej❑E �IXED MIKRON PVC LLJJ��JJLJ L )PERABLE MIKRON PVC PVC OUTER FRAME - 6042 REINF. - 1993 SS SS 30 1 S-6037 IGLAZING BEAD 1.00", SGD MIKRON PVC 31 S-6041 TRACK, SCREEN, SGD MIKRON PVC 32 S-6046 SUPPORTWELD, SGD MIKRON PVC 33 GLASS (SEE SHEET 2) 34 H-6044 SCREEN CHANNEL MIKRON PVC 35 S-6045 SCREEEN ADAPTOR MIKRON PVC 36 1 P-4278 WSTP.. 0.2" X 1.25" DUST PLUG ULTRAFAB 5 PVC ASTRAGAL - 6043 3 3 3 PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 FRAME CONSTRUCTION - k�� FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION VENTS FULLY WELDED 1:10 112" F-- 11/16' I-- 2" j-- 2 1/16' I 8 14A, 5 7) I E7 5/8' --{ g 23 2 13/16' 3 3/16' 26 1/16' 3 1/16" 2 5/8' 1 15/76" 1/8' 1116' 1!8' 1l16" I 'ER (8900) _ KEYMARK I ALUM I 111— DUST PLUG ULTRAFAB PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 BACK FIN ULTRAFAB 2 11116• SULLIVAN PVC 2118" T--, 1/16'�518" 1/2-1 35 1 13/16'' 28 314' 1116' ROLLER TRACK - 1930 SILL THRESH COVER -1764 PVC SCREEN ADAPTOR -6045 7/8' 2 1/16" —2 3116' REINF. - 1775 HIGHRISE - 1737 314" 2' I 32 — — — 1 314" L 1116" PVC WELD SUPPORT - 6046 4 3!8' 118 118' 7/16' vz'Lt =1/16" 1/8'1/ � 1/16' PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD - 6037 s/1s• 31 7/16' PVC SCREEN TRACK -6041 WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS DOOR - IMPACT tp N iz: 0 1ii N � H O O O U m L00 m OLL < O LO R Z w W O w w a F' a a w w 2 r 0 o<n a w o ir I m Q Z a`�-•CcNg No 58201 . "tr �•' cc STATE OF jLU i`S�ONA� j�Z1,`•• 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 BOM AND EXTRUSIONS ADE 06/03/08 VG C: REV.: CWS-298 B 'ALE: SHEET 12 4OF6 f"►-8- (TYP) 6' MAX. (TYP) 12' MAX O.C. ) (TYP) 4' (TYP) i I I I I 18" MAX. O.C. (TYP) ANCHOR LAYOUT NOTES: rl INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ` ` ` T I( y Y 1( `c Y Y `rYYYYY-`rYY-YY SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". 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 T BLz 1 SHE T 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. 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: 2" 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 TABLE 1, SHEET 6. 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), FMAfWDMA 250(BOX WINDOWS), FMA/AAMAM/DMA 300(EXTERIOR DOORS). cs�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT NE C Ulu m m No 58201 VP O: STATE OF �t&, z� 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABAI AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE ANDI NOTES AIDE 06/03/08 VG Y.: REV.: CWS-298 B `ALE` SHEET 120 50F6 Y Y Y If Y Y `( I Y Y Y Y TYPICAL HEAD ANCHORAGE 2 7/16" MIN. MIN. EDGE DIST, SEE TABLE SUBSTRTE BY OTHERS MIN. EMBEDMENT SEE TABLAE 1 r//) VA SEE TABLE 1 PERIMETER SEALANT a �� L-1/4" BY INSTALLER MAX. SHIM INSIDE AND OUT INTERIOR INSTALLATION ANCHOR SEE TABLE 1 \nn SEANT BETWEEN VBYINSTALLERR n SILL AND FRAME PERIMETER SEALANT ��LLJJ BY INSTALLER U INSIDE AND OUT DO NOT COVER WEEP HOLES MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW 'HEAD BY INSTALLER 2 7116' MIN. EDGE DIST. MIN: SEE TABLE 1 ^ VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE / MAX. INTERIOR MIN. EMBEDMENT SEE TABLE 1 2 7116" MIN. WINDOW SYSTEMS IlYZJ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT In N two W N � Q O O � a5--( MIN. EDGE DIST. Z Y y an SEE TABLE 1 w m /n Z LL m CI PERIMETER SEALANT BY INSTALLER a �_ INSIDE AND OUT N N Z > SUBSTRATE BY OTHERS ¢ 0� O SEE TABLE 1 a aw. a (�B� HORIZONTAL SECTION w U 6 TYPICAL JAMB ANCHORAGE o p En TABLE I: APPROVED INSTALLATION FASTENERS -JUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 3" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 3" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-112" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8' 1" 2XMIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-3/8" 1" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7116" 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" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 3" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2- INSTALLATION ANCHOR m ¢ O SEE TABLE 1 Z TWO ANCHORS PER PRE DRILLED HOLES H 1/4' MAX. SHIM ,•C�,�C t N� FIXED PANEL _`v ' No 58201 .'.�,'1• MIN. EMBEDMENT' - SEE TABLE 1 �9 =, STATE OF OFIXED PANEL -��(C '�.,1 O R \ X 12' EDGE DIST. SEE TABLE I �SS O.....k ,'a,%," 177/ - ❑ 4/3/2015 MAX. D.C. LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. FIXED PANEL CLIP NORTH PORT, FL 34288 CLIP ANCHORS MUST PH. 941-380-1574 Y BE LOCATED A MINIMUM SHEET DESCRIPTION: 'STANCE OF 3" AWAY FROM ANY MAIN FRAME GENERAL NOTES AND NCHOR. ELEVATIONS INSTALLATIONL DRAWN BY: DATE: NCHOR (TYP) L y AIDE 06/03108 `HORIZONTAL SECTION FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE OWG #: REV.: f NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. CWS-298 B SCALE: SHEET 12.67 6 OF 6 7/4/2015 "77- -ipri(jap8'tt"I°m1 BCIS Home Log In User Registration Hot Topics Busines ��) � Professional f�` �, Produ`tApproval USER: Public User Regulation Florida Building Code Online 3 M% Submit Surcharge ? Stats & Facts ' Publications , FBC Staff � BCIS Site Map Links , Search Product Approval Menu > Product or Application Search > Application L..iet > Application Detail SGD OXO FL # FL11103-R2 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 T ekoss@cws.cc J-- Authorized Signature Koss Erin ekoss@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 Ext291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL11103 R2 COI EvaIReD CWS-298B (SGD-8900 IMP)odf Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1300-04 ASTM E1886-02 ASTM E1996-02 TAS 201/202/203 Year 2005 2004 2002 2002 1994 Equivalence of Product Standards https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgftaGsip3GvutOCRBKBPq°/p2fDPvnFim WAkdS3N3YofrjggA°/p3d%3d 1/2 4 , 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 of Products FL # _ Model, Number Name - 11103.1 SGD-8900 PVC Sliding Glass Door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Config, include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. L®1 Description SGD^8900 PVC Sliding Glass Door. Installation Instructions FL11103 R2 II CWS-298B (SGD-8900 IMP) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R2 AE DuPont SGP NOA 11-0624 02 odf FL11103 R2 AE EvaIReD CWS-298B (S_GD-8900, IMP).odf FL11103 R2 AE Quanex (Mikron) NOA 12-1017 02 odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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 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 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 Chapter 455, F.S., please click here . Product Approval Accepts: ff] Am eCtect M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPqg/o2fDPvnFim WAkdS3N3YofrjggA`/g3dg/`3d 212 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 441h 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 51h Edition (2014) 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-29813, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-29813, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-29813. Limitations of Use: This product: • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of +/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA #11-0624.02t • Requires Quanex (Mikron) white rigid PVC extrusions per NOA #12-1017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5ch Ed. (2014) Florida Building Code for use in this product. , , , , A a 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. "04111 r#rr14 RE Vv No 58201 4/18/2015 a ; Lucas A. Turner, P.E. � :9 ; STATE 4F +' . 0�.,• FL PE #58201 . �: SLIDING GLASS DOOR - IMPACT 191 1/8" 48 7/8' MAX UNIT WIDTH MAX IEL WIDTH 41 3/4' 96. GLASS _ MAX _ _DLO UNIT � HEIGHT 93 172' 86 3/8' O X MAX B GLASS PANEL DLO HEIGHT a C% 146 13/16- MAX UNIT WIDTH 48 718' MAX PANEL WIDTH 41 3/4' GLASS 6 _ DLO _ AAX )NIT (EIGHT 931/2" MAX D 863/8- GLASS O X O PANEL DLO HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .....................1 SECTION VIEWS OXXO & GLAZING DETAIL....2 SECTION VIEWS OXO & XO................................3 EXTRUSIONS & B.O.M.........................................4 ANCHOR SCHEDULE & NOTES ............................5 INSTALLATION DETAILS.....................................6 I D l Rho GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO Qm�mw COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474 WWW.CWS.CC 2. GLAZING DETAIL: (SEE SHEET 2) ly 3. APPROVED CONFIGURATIONS: "OXXO-,'OXO",'XO". "OX" 8900 PVC 4. DESIGN PRESSURES: SLIDING GLASS -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACT TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER n cv INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE N al DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL o o 96" MAX UNIT WIDTH 48 7/8" MAX PANEL WIDTH 41 314" GLASS 6" DLO 4Ax - _ 1NIT 1EIGHT 931/2• MAX E X PANEL HEIGHT 3/8' GLASS a DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. Y y w m 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. O m m 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY o 0 WELDED. o N � � O 8. SERIES / MODEL DESIGNATION: SGD-8900. wa a a w 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a U X=OPERABLE SASH, O=FIXED SASH. o a w a � � 10. SEC ON CALLOUTS APPLY TO ALL CONFIGURATIONS. m S Z 1 XTERNAL WEEP SLOT = 1/4 x 1" LOCATED 4' FROM BOTH ENDS. at�itUnlirrrrrrr OREW i �fl►frfl A \if\if\iiiif MAX. PANEL \iiiriiirif iiifl►i�W Yiiiif \145-13/16" \if\if\f�f\f\iiiiiif\� x-96" LARGE MISSILE IMPACT • • • • Q � �AG1 �lilyPlIP1►71f1.i 11�/1- �\mil .......... G,Q� No 58201 STATE OF •=�': ��intCS L O Fi 1OQ'Cj��: r��rirstONAV %%`� z2_1 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 06/03/08 VG #: REV.: CWS-298 B ALE: SHEET 1:33.33 1 OF 6 SECTION B-B PAIR OF ANCHORS AT EACH CLIP. SEE SHT 6 FOR SPACING SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 1:1.33 1- OVERALL 3/16" TEMPERED 3/8' AIRSPACE 7/16* LAMINATED GLASS 3116' ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16- ANNEALED GLASS ,E.H. SITE gsswm 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT to N N z Q 0 o O JG? No 58201 �'.11 ���.. STATE pF zz 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SECTION VIEWS - OXXO AND GLAZING DETAIL ADE 06/03/08 /G a: REV.: CWS-298 B ALE SHEET 1:2.63 2 OF 6 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 roduct Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 441h 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 5th Edition (2014) 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-29813, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and AA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-29813. Limitations of Use: This product: • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of +/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA #11-0624.02t • Requires Quanex (Mikron) white rigid PVC extrusions per NOA #12-1017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 51h Ed. (2014) Florida Building Code for use in this product. . t , , k '�'_ X , X , , , '\_ 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. 1 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. 04111r+,r1, No 58201 :`-P �•. STATE OF z_'7- 4/ 18/2015 Lucas A. Turner, P.E. FL PE #58201 Qm�mz 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 33 16 8 0 1 3 13 26 18 5 III TT 8900 PVC o a b o �] SLIDING GLASS ❑ j i ❑ DOOR - IMPACT ,ram, ❑ � ❑ 0 8 a v 4� iz� N o di H O O Cl Y � ❑oo oeQoo W m LL O LL c (n 1 2 9 35 34 19 4 6 30 w O w SECTION D-D a o a 0 F < U 0 ,a am to w m¢o z 25 18 6 13 4 7 33 3 1 0 y't �tSDRE41��rL��4 No " o v . 58201 �DEl ❑ a �90 STATE OF _�� ''�F•Fl a 8 O R 10P��\��: ❑ ���� SOON A L�6 `?���� 4/3/2015 °a.❑ LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. 1 1 30 33 6 24 1s 2 NORTH PORT, FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS - OXO AND XO/OX DRAWN BY: DATE: NOTES: AIDE 06/03/08 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 DWG 9: REV.: 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SCALE: SHEET 1:2.63 3 OF 6 5 0.2" P-3302 P4479 PVC ASTRAGAL - 6043 5 ,5116'—y r� LT 718' .I� r, V-21 21Err 3 PVC OUTER FRAME -6042 3 REINF. - 1993 3 PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 FRAME CONSTRUCTION - k�� FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION VENTS FULLY WELDED 1:10 1. 1IVI- ALUM 11116" 1� ALUMINUM, SGD, SILL KEYMARK ALUM 1/2' r 2" r-21/16' I JT, ASTRAGAL, SGD KEYMARK ALUM 1 ALUMINUM KEYMARK ALUM e 8 5 -7 E 1.00°, SGD MIKRON PVC 26 23 J, SGD MIKRON PVC 2 13116' ), SGD MIKRON PVC 33116' 1/16" 31116" 2518" 115A s^ IEET 2) 1/16" JEL TO MIKRON PVC 118' 1/16' 'TOR MIKRON PVC 25° DUST PLUG ULTRAFAB D COVER (8900) KEYMARK ALUM X 0.7° DUST PLUG ULTRAFAB PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 REINF. - 1775 HIGHRISE - 1737 UAL^ YIN uLiNt-AT 211/16' SULLIVAN PVC 2118° 37 1/16' --+}-5/8" 1/2" -1 35 13/8' 13/16' 27 I I I I 28 3/1� 1116• I� ROLLER TRACK- 1930 SILL THRESH COVER -1764 PVC SCREEN ADAPTOR -6045 7/8" 2 3/16' 4 318' 118' 2 1118, 3 1 112' , 1/a- 1/16" L 1116' PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. 3/'j4' 2" I 32 — — — 1 3/4' L PVC WELD SUPPORT - 6046 7/16' 30 1 1l8' 1/16- PVC GLAZING BEAD - 6037 5/8' sn s' 31 1/16' PVC SCREEN TRACK -6041 WINt>0W SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS DOOR - IMPACT IT � �`0�doj� N V) U Z com O c o 117 N Z > w w w w a a a ww, of 0 0 co a w m ¢ Z DREW,41 v: No 58201 -A O. STATE OF 1 i .tic p'. •2 'i,FS C O 4320 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS AIDE 06/03/08 VG 9: REV.: CWS-298 B ALE: SHEET 12 4OF6 r---�8• (TYP) 6' MAX.--{ (TYP) 3 MAX O.C. I (TYP) 4• (TYP) 1 I 1 I 1 18' MAX. O.C. (TYP) . - i . , . . . ANCHOR LAYOUT NOTES: T INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. i. SHIM AS REQ'D 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 T Ell1 SHE T 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. 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: 2" 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 TABLE 1, SHEET 6. 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), FMAIWOMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS). cowo 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT N N N H O O 0 U U m m LL LL � O O N Z N X O W W a F a a 0 0 � 0 0 1n a W o JOP.'�\G'c IJS�•.'Qi� v . No 58201 • i3 =a' ;¢t �O:• STATE OF >�` z� 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE ANDI NOTES ADE 06/03/08 JG C: REV.: CWS-298 B ALE: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE Y 2 7/16" MIN. MIN. EDGE DIST. i i i i . . SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EMBEDMENT SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT — n �� �q �114' MAX BY INSTALLER SHIM INSIDE AND OUT �\ d f INTERIOR INSTALLATION ANCHOR SEE TABLE 1 SEALANT BETWEEN SILL RISER AND FRAME BYINSTALLER PERIMETER SEALANT BY INSTALLER ��LLJJ INSIDE AND OUT Av DO NOT COVER WEEP HOLES MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREWl MIN. EDGE DIST. HEAD BY INSTALLER MIN. SEE TABLE 1 1/4' MAX, INTERIOR MIN. EMBEDMENT SEE TABLE 1 2 7116" MIN. MIN. EDGE DIST, C SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 © HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS +CiUBSTRATET'YPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 3' CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 3" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-112" 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON 1-3/8" 1" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 118" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 3" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" dVITE =mm 1900 SW 44TH AVE. IIIIII�����������//////IIIIII OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT t N N < O O � 010 m m INSTALLATION ANCHOR I m Q Z SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH ttt Jr�i� PRE -DRILLED HOLES ``ttt P3SDREt1.+i��' —114"MAX. SHIM �G-\Cchl,g�G�^� FIXED PANEL No 58201 -A MIN. MIN. EMBEDMENT SEE TABLETtq` STATE OF :44.z a FIXED PANEL �O�!`S'. L O FI 1 12" ry�-� SEE TABEDGE LE 1 T.i,`S 'ONA U -,t�tttt ❑ n na 4/3/ 0� LUCAS A. TURNER, P.E. MAX. O.C. FL PE # 58201 1239 JABARA AVE. ` FIXED PANEL CLIP NORTH PORT, PORT, FL 34 34288 CLIP ANCHORS MUST PH. -1 i BE LOCATED A MINIMUM SHEET DESCRIPTION: (STANCE OF 3" AWAY FROM ANY MAIN FRAME GENERAL NOTES AND NCHOR. ELEVATIONS INSTALLATION DRAWN BY: DATE: NCHOR (TYP) © HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG k: REV.: NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. CWS-298 B SCALE: SHEET 12.67 6 OF 6