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HomeMy WebLinkAboutProduct Approval (2) . Florida Building Code Online Page 1 of 2 SCIS Home I Log In I User Registration.I Hot Topics I Submit Surcharge I Stats&Facts.I Publications.I FBC Staff I, SCIS Site Map.I links I Search Florida y.xxn 1t� �� Product Approval. '? iW USER:Public User �0^_"8j7ew .. �u^sra Ptt59'1 ' Product Approval Menu>Product or Anolication Search>Aoolication Ust>Applications Detail � ILE FL FL11103-RI Application Type Revision Code Version 2017 " Application Status Approved Comments Archived RECEIVED Product.Manufacturer -Custom Window Systems;Inc. Address/Phone/Email 1900,SW 44th.Avenue OCT 2 6 2018 Ocala,FL 34474 (352)368-6922 'Ext 245- kpine@cws.cc ST. Lucie County, iat?wiliaing Authorized Signature Kevin Pine kpine@cwscc Technical Representative )ay Lathrop Address/Phone/Email 1900 SW44th Ave Ocala,FL 34474 .(352)36$-6922 Ext 291 jiathrop@cws.cc. Quality Assurance Representative Arturo Mdnteverde, Address/Phone/Email 1900 SW44thAve Ocala,FL 34474 (352).368 6922` `.Ext 221 ainonteverde@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 66 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed'' Lucas.A.Turner the Evaluation Report Florida License, PE-58201 - Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By. Steven M.Urich,PE © Validation Checklist-Hardcopy Received Certificate of Independence FLI1103 R3 COI EvaIReport298C odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA'101/I.S.2/A440-05 2005 ASTM E1886-05, 2005 ASTM E1996-05 2005 TAS 201/202/203 1994 Equivalence of Product Standards, Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... ' 12/14/2017 . Florida Building Code Online Page 2 of 2' Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28%2017 Date Validated 09/29/2017 Date:Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summa of Products (;—FL# Model,Number or Name Description 11103`.1 SGD-8900 PVC Sliding Glass-Door.. SGD-8900 PVC Sliding Glass'Door. Limits'of Use Installation Instructions Approved for use in HVHZ:Yes FL11103 R3 II CWS-298C odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact.Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/=60 Evaluation Reports Other:Large Missile,DP=+/-60 psf,Max.panel size 4'x FL11103 R3 AE EvalRenort298C Ddf 8'.Config.include OXXO,OXO,OX,XO.Glass complies to Created by Independent Third Party:Yes ASTM,1 1300-04. Back Next Contact Us 2601 BlalrStone Road Tallahassee FL32399 Phone,850-487-1824 The State of Florida ls.an WEED employer.Coovrioht 2007-2013 State of Florida.::Privacy tatemeut.::Accessibility Statement::Refund Statement Under Florida law,:email addresses are public records.If you do not want your e-mailaddressreleased in response,to a public-recordsrequest,do not send electronic mail to this.entity.Instead,contact the office by phone or by traditionalmail.if you haveany 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: I Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgttaGslp3 Gvut... 12/14/2017 � � 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 298C August 28,2017 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44h 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 6t` 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-298C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3956-i and 4A;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- 2008,and ASTM E 1886/1996 2005 4) Supplemental Cales.to support CWS-298C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-298C. 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'-298C m 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 Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade NOA#14-0916.111 ® Requires Quanex(Mikron)white rigid PVC framing.per NOA#17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 04 Ed. (20 11)Florida Building Code for use,in this product. 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 financialinterest in any other entity involved in the testing or approval process of this product. ��i rtt?REkie ., Lucas No 58201 '•�� Z Turner 2017-08-30 GS7ATE OF ��4r` 8/28/2017 � , 16:05+20:00 •r'p'�' •'cC P,;��1,, Lucas A. Turner,P.E. ........ FL PE 458201 ,LIDIGENERAL NOTES: EIND09W NG GLASS DOOR - IMPACT NERAL OTES, OWN HEREIN IS DESIGNED AND MANUFACTURED TO SY5TEMS COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND 1900 SW 44TH AVE. .I5 RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 S E. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1696 PER THE FBC. NNW A,FLORIDAFLORC 1911/8" 48718• MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","0X0","XO "OX" 8900 PVC I 4.DESIGN PRESSURES: SLIDING GLASS 414^ -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 96" STABLES ASTM E-1300-0401/09. MAX IG'LoA:Lo _ _ _L -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES q zQ ZHEIGHT' O ASTM E-1300-04e01/09. Z w w p Q W a w 93112- 86 3/8" 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE W Z O Z. 0 k Z MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL F w� O�� Hco EIGHT DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR p OF-06= tELWl CALCULATIONS. 0 0 U)~ D wa 6..PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT a0 z 0 c Z0 aU REQUIRED: W W Oz a g�0� ~Z7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY H O❑A A WELDED. W LL U7 W O O J V1 iW- 6 CL ?-D. w0�[A 8.SERIES I MODEL DESIGNATION:SGD-8900. 0 w�owxl>_ a Of 14513116" IDTH 9.THE DESIGNATION XAND 0STAND FOR THE FOLLOWING: ° ~MAX UNITWIDTH X=OPERABLE SASH.O=FIXED SASH.48718"PgNe wlDTri 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 5 .......... EXTERNAL WEEP SLOT=114 x 1'"LOCATED 4"FROM BOTH ENDS. t No 58201 °: % L 41314"- --41314"— GLASS 96^. Q'� 96" --DLOOF 1��UNI UNIT HEI HT � \HEIGHT �dNA93 MAX2" D 86 ws-GLASS O 0 93V2" PANEL DLO D A EL ELucasTume HEIGHT IGHr 2017-09-22 Z C C 12:26-04:00 sn2lzott LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL.NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS NFIG MAX. UNIT SIZE IMPACT RATING DRAWN GENERAL NOTES&ELEVATIONS................. 1 SIZE RATING D DATE: ADE 06!03108 SECTION VIEWS OXXO&GLAZING DETAIL....2 XO 96"x 96" DWGa REV: SECTION VIEWS OXO&XO................................ EXTRUSIONS&B.O.M.......................................... oxo 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c ANCHOR SCHEDULE&NOTES............................5 INSTALLATION DETAILS.....................................6 OXXD 191-1/8"X 96' SHEET SCALE: 1:33.33 1 OF'.6 WINDOW SYSTEMS 25 1 B 26 24 7 23 2122 20 26 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WW W.CWS.CC b ❑ � I ❑ 8900 PVC ❑ �a ❑ SLIDING GLASS e a ❑ DOOR-IMPACT o r owo M. O zoo w-- _ z z M<WWpO. 0 v.o ¢E D: 1, 1 30 33 6.. 19 2 9 1 z Oz Uyy=V3 SECTION B-B d~d ,2 0 0 uZ Il--tt I� 1 1"OVERALL w oLL fo W�3 o w N w w -a w O w vJ 6 3116°TEMPERED 0 a IL m C A4rT f'r 3/6"AIRSPACE 2.. App4111) 111E ,.I 7116°LAMINATED GLASS. �P�`NORE4y",�h it y 4 �ff3116•ANNEALED GLASS ��``y�''�GENS•TG� G.: fi' .090 SENTRY GLASS '•.?cn 3 Q! �.J;. l No 58201 :?S 4iL F'I 3116-ANNEALED GLASS !r 12 6 PAIR OF ANCHORS AT EACH CLIP. l' LW 13 SEE SHT 8 FOR SPACING 'AO, STATE OF ��Uti 'i��s 33 QUANE)(DURASEAL ' IG SPACER PURFECT GLAZE"Fr SIKAFLEX 552 z� 13116"GLASS SITE 30 � 9!22/2017 3D r° fr1 13 SECTION C-C 1 LUCASFL PEE#TURNER,P.E. —J• 4 FIXED PANEL ATTACHMENT 1239 JABARA AVE. rI 3 NORTH PORT,FL 34288 q PH.941-380-1674 II 14 'NOTE SHEET DESCRIPTION: 37 11`— J I 1D INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO O a 14 AND GLAZING DETAIL 31 4 -- - DRAWN BY: DATE: 1 �] F F—IM(� 9 ADE 66/03/08 DWG 6: REW 3 1 1:1.33 CWS-298 C SETTING BLOCKS PER FBC 24113.3.11 SCALE: SHEET 1:2.63 20F6_ r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W:CWS.CC 33 16 B 0 1 23 13 7 4 26 18 25 8900 PVC SUDIRIG GLASS a ❑❑ DOOR-IMPACT z 3: <Z3:O W O ¢W O W z W J❑ o zwz 0 o i LL I¢-W�'�F-?;: �mo O OFGWOo e U UyF-Za�fn O. O 1 O 2 9 3 34 19 4 .6 30 1 } �OyU .zu OOK� . OWfl7 W�D1. z qJW OJ E (pF- SECTION D-D a _ . M O_g rn O W~K W 2l/J M w n. REW�Tfi,� i No 58201 5 18 26 13 10 I� 9 OF = STATE El 6 n� El9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 1 30 33 6 4 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#: REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C SCALE: SHEET 1:2.63 3 OF 6 PARTS LISTFRAME CONSTRUCTION 2INDROW&TTES ITEM PART NO DESCRIPTION VENDOR MATERIAL1 H•6042 FRAME,MAIN,SGD MIKRON PVC2 S•6040 THRESHOLDIFILLER. SGD MIKRON PVC 3 S-1722 SUPPORT BLOCK,FDCED,SGO KEYMARK ALUM 1900SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1!8" 2.11/16"' www. FLORIDA 34474 5 H•6059 PANEL SIDE RAIL,SGD MIKRON PVC I �OI-�oQ 118" UIMW.CWS,CC 6 H•6033 PANEL,INTERLOCK,FVED MIKRON PVC IL LJL_JIJ L_I 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8I H•6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD,. MIKRON PVC SLIDING GLASS 10 P3142 ROLLER,TANDEM SULLIVAN STEEL 17/8' 1 7/g" 17/8" FRAME CORNERS DOOR-IMPACT 11 P3342 SEAM SEALER,SM-5504 SCHNEE I SCREWED TOGETHER 1.10 12- P-3039 SET.BLOCK,85 DUR.1!8 X7/8 X2" FRANK LOWE RUBBER 4 13 P-3438 SIKAFLEX 552 OR PURFECT GLAZE"H" SIKA/HENKEL O" O 6 VENT CONSTRUCTION Q -�w 0 ao 14 P3429 WSTP.,0,270 X,187,BACK FINSEAL ULTRAFAB 7 5 z w o ¢ zw 15 P3539 #8X314"QUAD PHILIPS,TEK FASTENAL ZINC ZpZ W_I;. D a rn�>_O It m 1s P3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 39116" 39/16" 39116" LL h w Z 1-� _ 17 P3 118' w752 CAP PLUG,1/2"HOLE M&M NYLON Z z= 4 a w O p O O1-O ¢ o 18 P3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC Z ;:1 Z Z N 19 P3 1!8"789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1/6- \ zd O Z O w Z OO w U 20 P3792 3/4 KEEPER AMESBURY SS (f } I= 0 w O=O.Z 21 P3793 MORTISE LOCK HS&D SS LLLLLL O F-MCZd I 22 P 4136 #10 x 2 PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w O �,V)p w fn w 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 Z y w O-1 to I- =0• D'0-to 24 H-7993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM O w F w=,a 25 P-4295 FDED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER,FNED PANEL CLIP KEYMARK ALUM 11116" !-- o c = a 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 112" 2" 21/16° I �"punnp», 28 S-1726 IREINFORCEMENTj ASTRAGAL,SGD KEYMARK ALUM8 P.KpR...;!j 2 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM d 26 I `�G4•���OEN3�c'Qy 30 8-6037 GLAZING BEAD 1.W',SGD MIKRON PVC 23 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213116" :`�T No SB201 :10 32 S-6046 SUPPORTWELD,SGD MIKRON PVC 33/16" 1/16" 31/16", 2518" 1i61ts" *• * *= 33 GLASS(SEE SHEET2) 118" 1/t6" %,.v• STATE Of .W� 34 H•5044 SCREEN CHANNEL MIKRON PVC �'y 11s" .. 1/16• .0 35. S•6045 SCREEEN ADAPTOR MIKRON PVC 1. I ��y�F�-:; ..... 36 P-4278 WSTP..0.2"X1.25"DUST PLUG ULTRAFAB: ILII �IiS�ONAI-E?f�� 37 S-1764 SILL THRESHOLD COVER(8900). KEYMARK ALUM 38 P-0366 WSTP.,1"X7.1"X 0.7"DUSTPLUG UL AB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 39 P3302 WSTP.,0.330"X0.187"BACK FIN. ULTRAFAB 211116°---j .314", 2"- - 40 P-4479 WEEP HOLE COVER SULLNAN PVC 3 1/t6" 3 xZ eO" 'j -�}—sre" g 28 vz°� 1318" 13( 1116" 13/a 9/22/2017L LUCAS A.TURNER,P.E.Z ROLLER TRACK-1930 FL PE#58201 SILL THRESH COVER-1764 1239 JABARA AVE. PVC SCREEN ADAPTOR-6045 NORTH PORT,FL 34288 PVC WELD SUPPORT-6046 PH.941-380-1574 7/ 12114 2 3/16" SHEET DESCRIPTION: 59/16"�C� a� 4318" 7116" 518" 1 112" 34 2 1 a. 30 9Ag" BOM AND EXTRUSIONS 1 1/4" L 1116" � 1T16 1178" 1f16" 31 DRAWN BY.: DATE v16° ADE Ofi/03/08 118" FIXED PNL SUPPORT-1722 Dwca REV„ PVGSCREENCHANNEL-6044 PVC TRACK FILLER=6040 PVC SCREEN TRACK-6041 L_ CWS-298. C ooG�t�o PVC GLAZING BEAD-6037 PVC ASTRAGAL-6043 REINF,-1726 NOTE:ALL EXTRUSIONS AREALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED, scALE: SHEET 1:2 4 OF 6 {r r T'"'Ty P) �(9lIta11(XIUU1/(!'• 6"MAX. ]2"MAX O.C. ) 4'MP) I WINDOW SYSTEMS IIIItt\\��////1111 (1yp) (7yp) 1900 SW 44TH AVE OCALA,FLORIDA 34474 - - - WWW.CWS.CC 6'r.-F7- 1 IT78"MAY.O.C. 8900 PVC gyp)� SLIDING GLASS DOOR-IMPACT z 3 -¢Zp .. o zrpz o—zm U. z Z=M =w00 O OH-O ¢=F-x U Umf-Z a P on. O Z—n—ZF-OU Z OZUy Z�UU W � O WO=0Z —Ka:0OW(A� O�rnk-" I 0 to w=w a D vri 'm - n�a ' ( Opunnrry .�01glOREW,'rh �` 5.. .......... All F �J= a 58201 ;��s No. r I I I %9•; STATE OF 141 ANCHOR LAYOUT O�F•'c{ �'•P,:�= OR1 ty� `'SSS/dNAL�t:���• NOTES: �rrrrnnan�` 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114 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 TABLE 1,SHEET 6. 912212017 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 LUCAS A.TURNER,P.E. PROTECTED TO:PREVENT REACTION: FL PE 9 58201 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 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.94.1-380-1674 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYONDWALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND W000 BUCKS,IF USED,INTO SUBSTRATE, INSTALLATIONS SHEET DESCRIPTION: 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 ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER—TO—CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: 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 STRUCTURE. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, DWcx. REV,: 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-29B C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAMIDMA 250(BOX WINDOWS),FMA/AAMAAWDMA 300(E(TERIOR DOORS). BCA SHEET 1:20 5 OF 6 1` s TYPICAL HEAD ANCHORAGE 2 7116"MIN. MIN,EDGE DIST. 1/4"MAX.SHIM SEE TABLE.1 WINDOW SYSTEMS INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. BEE TABLE 1 OCALA,FLORIDA 34474 www.cws.cc SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 8900 PVC PERIMETER SEALANT �O I 12 --L'1/4"MAX.SHIM SLIDING GLASS BYINSTALLER a ❑ DOOR-IMPACT INSIDE AND OUT h F1 27/16"MIN.. a �5 Q z O w O w w p Q w Z O 2 K~Z F INTERIOR 0 ¢U) O w3:m INSTALLATION ANCHOR IL i-w 1-3:2_. SEE TABLE MIN.EDGE DIST. Z z=2 Q=w00 0 0t-OLjQ=r= SEE TABLE 1 U U U)F 0.1-to O- SEALANTSETWEEN p Z—O z Z F 0 0 SILL RISER AND FRAME / Z 501 y U- n BYINSTALLER —J/ } F- w p=Q Z �4J PERIMETERS SEALANT BY INSTALLER O ~ Z Q O �❑ INSIDE AND OUT [79LrJ1 Q = U)0-O� PERIMETER SEALANT SUBSTRATE BY OTHERS w OLL w h p0 w�w BY INSTALLER SEE TABLE 1 _ ?-p, INSIDE AND OUT a w I=-0 EL_ } DO NOT COVER B HORIZONTAL SECTION _ D_ w?�w rn WEEP HOLES MIN.EMBEDMENT 6 IYPICALJAMBANCHORAGE ~ a = d PEE TABLE T SUBSTRATE BY OTHERS INSTALLATION ANCHOR NOREW�'h,�� SEE TABLET SEE TABLE I ��� y,=pEN TWO ANCHORS PER �� FIXED CLIP.THROUGH "�, No 58201 - "P L SEALANT UNDER SCREW 27/16" MIN.EDGE DIST. PRE-DRILLED HOLES = - HEAD BY INSTALLER SEE TABLE 1 A VERTICAL SECTION 7/4"MAX.SHIM +ps. STATE OF ..W. 6 TYPICAL SILL ANCHORAGE FIXED PANEL :0,'s A, wa SEE TEMB EDMENT i���,3--.,4O R;OrG���� '4,s+ONA�Int` TABLE 1 APPROVED INSTALLATION FASTENERS FIXED PANEL EDGE DIST. SUBSTRATE TYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" sEETABLEI y CONCRETE 2.0K 3„ yz 3116"ELCO ULTRACON -- 1-3/4" 1" h ONCRETE(2.65 KSI MIN.) 9/2212017 HOLLOW OR 3" HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1.114" 2-1/2" MAX. .C. � LUCAS A.TURNER;P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3116"[TW TAPCON" 1-318" 1" FL PE#58201 1239 JABARA AVE. 2X MIN,SOUTHERN PINE(G=0.55) 910 WOOD SCREW NORTH PORT,FL 34288 16 GAUGE(0.060")MIN.STEEL STUD 910-16 HIL71 KWIK-FLEX OR ITW FULLTHREAD HREAD FIXED PANEL CLIP PH,941-380-1574 CLIP ANCHORS MUST (33 KSI YIELD MIN) TEKS SELF-DRILLING'i:SCREW THRU 0.069' 7N6 BE LOCATED A MINIMUM SHEET DESCRIPTION; 1/8"ALUM,(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING I FULL THREAD DISTANCE of 3"AWAY 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116' FROM ANY MAIN FRAME GENERAL NOTES AND ANCHOR. ELEVATIONS FIXED PANEL CLIP ANCHORS INTO: CONCRETE(2.0 KSI MMLL .)OR 3/16"1TW TAPCON 1" 3" INSTALLATION DRAWN BY; DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) C HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANELANCHORAOE DWG#. REV,; CONCRETE(2.65 KSI MIN.)OR 3116"ELCO ULTRACON 1-1/4" 2-1/T' CWS-298 C HOLLOW OR GROUT-FILLED CMU(ASTM C-90) SCALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.'EMBEDMENTAND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6