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HomeMy WebLinkAboutProduct Approval (3) 7/29/2015 Florida Building Code Online ` BC15 Home Log In - User Registration HotTopics Submit Surcharge Stat 6 Facts Publications i FBC Staff Bets site Map Links Search Busines s , Professional ii -F��USER:Pu Product bllAc UPseoval Product Anpmvai I4erm>Product or Anolicatinn search>Application 1-10>Application Detoll yFL n FL14848-R2 _-- _ Application Type Revision i t t 4�li� Code Version 2014 FL l 9VS Application Status Approved Comments Archived Product Manufacturer C(352) ndow Systems Inc. Address/Phone/Emit 4th Avenue \} 4474 6922s.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Emil 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emil 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc DCategory Exterior DoorsSubcategory Sliding Exterior Doo 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 Lucas Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity ifications,Inc. Quality Assurance Contract Expiration Date07/21/2020 Validated By ev rich,PE - Validation Checklist- Hardcopy Received Certificate of Independence FL14848 R2 COI EvalRep CWS-6428(SGD-8940.XXXX. DP 70- IMP).ndf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A-440 2005 ASTM E1300 2004 ASTM E1886 2002 ASTM E1996 2002 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Mtp://(loridabuilding.org/pr/pr app dll.aspx?parart-vyGEVXQwiDquHlFzfePouVV5MOPPIx0dpL96g1pAAHCRZX76RRZ07W5uJ'/o3d%3d 1/2 7/29/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FSC Approval 04/27/2015 Date Approved 06/23/2015 Summary of Products FL# i Model,Number or Name I Description j i .... --- — -- - — ------- ------------ 14B48.1 --__-14848,1 i SGD-8940 SGD-8940,OX or X0, Impact Sliding Glass Door. Limits of Use _—^ — ?Installation Instructions Approved for use In HVHZ:Yes FL14848 R2 II CWS-687A(SGD-8940. OX. DP 120. IMP).odf i Approved for use outside HVHZ:Yes i Verified By: Lucas A.Turner 58201 Impact Resistant:Yes i Created by Independent Third Party:Yes Design Pressure: +120/-120 !Evaluation Reports I Other: Large Missile, Max. panel size 4'x 8', DP=+/- 120 psf. FL14848 R2 AE DuPont SGP NOA 11-0624 02.Ddf ' Glass compiles to ASTM E1300-04. FL14848 R2 AE EvalReo CWS-687A(SGD-8940. OX. DP 120. TMP).Ddf FL14848 R2 AE Ouanex fMikron)NOA 12-1017 02.pdf Created by Independent Third Party:Yes 14848.2 ;SGD 8940, Multi Track, In-pact. SGD-8940, Multi Track Sliding Glass Door, Impact t of Use Installation Instructions Approved for use in HVHZ:Yes FL14846 R2 11 CWS-642B(SGD-8940. XXXX. DP 70, IMP).odf, Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile,Max. Panel 4'x B', Multi Track configurations: FL14848 R2 AE DpPont SGP NOA 11-0624 02.odf (see installation drawings), DP+1- 70 psf. Glass complies to ASTM FL14848 R2 AE EvalReo CWS-6428(5GD-8940. XXXX, DP 70 E1300-04. IMP). df FL14848 _R2 AE Duanex(Milcron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 0 Contact us,:! 1940 Horth Monroe Street,Tallahassee F1 37399 Phone! 850-4B7-1024 The State of Florida is an AA/EEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement::ACCe551billty statement::Refund Statement Under Florida late,email addresses are public records.If you do not wantyoure-malt address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.487,1385.•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.it you do not vdsh to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under Chapter 455,F.S.,please click here, Product�rA��picnaval Accepts: L— Et 0 hllpJlfl oridabui ldi ng.org/pr/pr_appjll.aspx?parafiFN,G EVXQvvtDq uH 1 FzfePouVV5M 0PPIx0dpL96q 1 pAAHC R ZX76R RZ07WSvP/aid%3d 212 • URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 642B April 18, 2015 Product Description: Series 8940 PVC Sliding Glass Door,LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'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 5"' 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-642B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3734-1 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 Calculations to support CWS-642B, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-642B. Limitations of Use: This product: • May be used in up to 48 5/8"x 93 1/2" panel sizes(97"max. door height),with glass types and max. glass daylight sizes as shown in CWS-642B • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in die High Velocity Hurricane Zone • Anchors indicated in CWS-642B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420" min. • Requires Dupont SentryGlas Interlayer per.Miami-Dade N.O.A. 911-0624.02' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade 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 5`t'Ed. (2014)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 financial interest in any other entity involved in the testing or approval process of this product. yJr 4/18/2015 " Q ` Lucas A. Turner, P.E. STAT5 of = �.�,�•. A" �, �4'` FL PE#58201 'ori s�0NJ A'_ Lucas A. Turner �flr+tn11W 2015-04-18 GENERAL NOTES: M,' SLIDING GLASS DOOR - LARGE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN ISQESIGNEDANDMANUFACTURED WINDow5Y5TEhi5 TO COMPLY WITH THE FLORIDA BUILDING CODE(F9C),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND OCALA,FLORIDA 34474 IS RATED FOR WIND ZONE 4 h11S51LE LEVEL❑IMPACT USE AS❑EFINED W W W.CWS.CC IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 3) 8940 PVC 199'FRAME WIDTH 3.APPROVED CONFIGURATIO143 INCLUDE BUT ARE NOT LIMITED TO: SLIDING GLASS "XO-,-OX-,-XX -OXO-,"XXX","OXXO","xxxx-, F49 S/9' 41 5/d" "PX',"PXX-,'PXXX-,"PXXXX-,"PXXP-,-PXXXXP","PXXXXXXP", DOOR-IMPACT MAX.PANEL WIDTH GLASS DLO "PXXXXXXXXP" �—� A 2 TRACK,3 TRACK,4 TRACK 4.DESIG14 PRESSURE RATING: m ti B I I C -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 7 I I 7 GLASS TABLES ASTM E-1300.04. a = ¢o 1 POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 7 INFILTRATION TEST PRESSURE AND GLASS TABLES w m DI ASTM E-1300.04. 97. I G z UNIT I I e S.ANCHORAGE:THE 33 1131%STRESS INCREASE HAS NOT BEEN USED m HEIGHT I IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 7.8 FOR ANCHOR o o H DETAILS. WINDLOAC DURATION FACTOR Cd=1,6 WAS USED FOR WOOD Etl X X I I X X I 8 GLASS DLO ANCHOR CALCULATIONS. ¢ 2 Lu E.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT a o d 931!2' ) REOUIRED. w w MAX. I ¢ PANEL I 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PVC VENTS a a W HEIGHT I i ARE FULLY WELDED. o - 8.SERIES/MODEL DESIGNATION SGD•B94D. ¢ Z I I 4.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: � pADREby X•.OPERABLE SASH,O=FIXED SASH,P-POCKETlHOOKSTRIP ��5 w........ F E A A ��p�:'�.�cENSF•:���4 B 6 8 7 B 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR .�: No 59201 '�P LOCATION. 11.WEEP SLOTS=1/4"x 1-114"LOCATED 5"FROM BOTH ENDS. O'. STATE Lucas A.TurnerSSlpNAt.... 2015-04-18 ��I+r1n111���1 22:04-04:00 ;t 7 4/1812015 LUCAS A,TURNER,P.E. FL PE k 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941.380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF C014TENTS ELEVATIONS 0HAW49v: DATE: GENERAL NOTES&ELEVATIONS.....1 SECTION VIEWS..................................2 MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 08124/11 BOM&GLAZING DETAIL"....................3 DWG d; REV.: EXTRUSIONS..................................... 48-5/8"x 93-1/2" +/-70 PSF LARGE MISSILE IMPACT TRACK WIDTHS..................................5 CWS-6 8 ANCHOR SCHEDULE 8 NOTES........,,6 (4)PANELS SHOWN;HVHZ LIMITED TO MAX.(4)PANELS. OUTSIDE HVHZ.UNLIMITED NUMBER scn�E: INSTALLATION DETAILS..................?-0 SHEET OF PANELS 15 ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. ` 1:25 1 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CNIS.GG 33 -4- 3!1 D Q9 9 6 26 S i4 2 13 Q7 B 15 6 3 _4 39 8940 PVC SLIDING GLASS DOOR-IMPACT x w - - z w / w 1- m U � ° mQ 3 9 3 015 4 16 1 1 B 37 3E 6 6 n 36 9 3 N N z > w w Q UJI Ec SECTION VIEW 8.8 mo o a w ¢ r U 21 9 0 0 d.� > >4m ¢ 3 9 PAIR OF ANCHORS AT EACH CLIP. ���T,w10RE41 i 6 5££SHT 6 FOR SPACING. `JG�y GEN 7 ;� z4 No 58281 6 J Q 3 34 •1 0STATE OF :mow DRt�� O❑ �O 4 0NAj1 �•�. FIXED PANEL VIEW 4/18/2015 36 I I FIXED PANEL ATTACHMENT LUCAS A.TURNER,P.E. _ FL PE n 58201 t 1 1 1239 JABARA AVE. O— 0 NORTH PORT,FL 34288 PH.941-380-1574 2 SHEET DESCR PTIOtt: 3 SECTION VIEWS ' Ou D 0 DRAWN BY: GATE: 5 9 1 ITEMS NOT SHOWN FOR CLARITY: ALTERNATE SILL VIEW-NO RISER ADE 08124/11 MAX.POS.DP+30 WG 9: V.: 10,41 SECTION VIEW A-A ITEMS NOT USED IN VERSION SHOWN: B 23,24,27,31,32,35 NOTE:INSTALLATION WINO SILL RISER WITH DP+70 ALLOWED IN SCALE: 2 nL6: SNIFFY LOCATIONS WHERE WATER INFILTRATION RESISTANCE 1S NOT REQUIRED. 1:2 2 OF 8 PARTS LIST ITEM I PART4 IDESCRIPTION VENDOR MATERIAL �j/7Rvfj/Ayj)• 1 1 H-6032 Panel,Top/Bottom/Sides PVC Mikron ��(tSSttii��lJlillCUtll//LLIIUUI�� 2 1 H-6043 jAstragal PVC Mikran WINDOW SYSTEMS 3 H-609B Frame,Main 2 Track PVC Mikron 1990 SW 44TH AVE. 4 H-6099 Frame,Adder Track PVC Mikron OCALA,FLORIDA 34174 5 H-6100 Frame,Screen Track PVC Mlkron WWW.CWS.CC 6 H-1841 Interlock,Double Aluminum Keymark 7 H-1769 Reinforcement,Panel Aluminum Keymark PANEL CORNEAS 8940 PVCH P-3142 Tandem Roller Stainless Sullivan FULLY WELDED FRAME CORNERS FRAME CORNERS 9 P-3302 WSTP.,0.330 x.187,Fin,Gray Ultrafab 1;13 MECHANICALLY FASTENENED WELDED TO MAX SIZE 120"x 95" SLIDING GLASS 10 SikaFlex 552 or Pudeel Glaze"H" Sika/Henkel 1.8 1:6 DOOR-IMPACT 11 P-3352 Setting Block Rubber Frank Lowe 12 P-3511 48 x 1/2'Pan Phil Tek @ rollor Steel Fastenal 13 P-3557 1110 x 2 Hex Washer,TEK,SS @ astragal Steal Fastenal 14 P-3756 410 x 1 1/2 Pan Phil sms @ keeper Steel Fastenal 15 P-3767 410 x 1"Hex Washer Tek @ inladock Steel Fastenal 16 P.3789 Handle Kit Steel USI Y LL 17 P-3792 3/4"Keeper Steel East t'OVERALL w L m 18 P-3793 Madlse Lock Steal BSI 3116-TEMPERED 20 P-4264 48 x 3/4"Flat Phil Tek @ interlock Steel FastenalU321 P-4366 Dust Plug Ultrafab 318-AIRSPACE w M O 22 P-4479 Weep Cover Nylon M&M 7116'LAMINATED 23 S-1597 Fixed Panel Covar Aluminum Keymark N N z w 24 S-1618 Fixed Panel Clip Aluminum Keymark 3/16"ANNEALED a O X 25 S-1655 Roller Track Aluminum Keymark .090 SENTRY GLASS IONOLPAST INTERLAYER 26 5-1691 Interlock Trim Cover Aluminum Keymark r Ira- U 27 5-1722 Fixed Panel Su 3 tfi'ANNEALED a a in Support Aluminum Keymark o 0 28 S-1726 Reinforcement,Astragal Aluminum Kaymark > > o 29 S-1626 Frame Filler Aluminum Keymark PUAFECT GLAZE"H" 30 5-1866 Hook Strip Aluminum Keymark 1a 51KAFLEX 552 ¢ Z 31 S-1879 MidRisofor Screen Aluminum Keymark +rnurrr 33 S-1909 Interior Cowr Aluminum Keymark 34 5-1909 MidRiso Aluminum Keymark 36 `� P"""'-- TC•'� 36 S-6037 Glazing Bead PVC Mikron t3 t6 GLASS HITS 37 5040 Track Filler PVC Mikran +v t No 58201 �' 38 5041 Screen Trach PVC Mikron 39 5.6101 Frame Filler PVC Mikron 41 n8 z 3"phi!flat sms @ frame assm steel Fastenal '9 STATE OF w 42 GLASS SEE THIS SHEET r�0c+" a V., 43 Gasket,left and right Frank Lowe 'SFS O R 7 �7 411 812 01 5 1 LUCAS A.TURNER,P.E. FL PE k 58201 �1 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-360-1574 SHEET DESCRIPTION: BOM AND GLAZING DETAIL OHAWNDY: DATE: ADE 08/24/11 YG x: V.: CWS-B42 El LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. sDLE. 19,32.35,40 SHEET 1:1 3 OF 8 1 T13" �5 U6' ^I 2 1fa"� 1-1 it/16 D I 3 114` SYSTEMS f Ff�17 WINDOW SYSTEMS F18�' 4 © 1900 SW 44TH AVE. 3 Q DCALA,FLORIDA 3.1.174 IIII-('I� 5 WWW.CWS.CC 2 3'6' U 2318" 2 3/8' 3 9116' 2 F �� ❑(��MLV-g Ve• Ld8 u9 I919 lis" 1!B Inc 8940 PVC i__-i= PR= O� �0� 1I- J] L SLIDING GLASS PVC MAIN FRAME-6098 PVC ADD-A-TRACK•6099 PVC SCREEN TRACK-61 DO INTERLOCK-1041 DOOR-IMPACT PVC PANEL-6032 3 3/5"� Q 5' v` 4' a O I I wILL w 1/a' 3 Ills' cn 2B U U ZO LL LL G O Ln N N Z 5 Ills, ao o� A 318• 4 716• '• w O Q 1116' I a ~ L IL ufi ua w R 4 4 U N FIXED PANEL CLIP-1618 7 7 0 PLAN VIEW-istB •- oo�o0 1 in ¢ Z PVC ASTRAGAL-6043 AEIFIFOACEMENT-1726 HOOKSTAIP-1866 58201 p�pRr=w �i Ns No 2 51a-—•� 2 1116' SJL 5116" r-- - ' *; * k- 3 21!I6' 34 33 =-OS NQS 7 1 :9=- sr>rs of 2 1116" 111/4- ills' 1f e` 2 15/16' 7/d• 2 3 2 1116- 0. Pa' O R 70,4•'''�2 Ills" L Ila- I �'' ONA%PANEL SUPPORT-1722 IL y� PVC FRAME FILLER-6040 _ r FIXED PANEL COVER-1597 MIO RISE W1 SCREEN-1879 INTERIOR COVER 19D8 4110!2015 MID RISE•1909 LUCAS A.TURNER,P.E- FL PE N 58201 1 rig-� 1239 JABARA AVE. NORTHPORT,FL 34288 z i!a• 15!16-- 718" Ila- 518• 7/lj PH.941-380-1574 H 114- 7/16` 7/1G 9/16• SHEET DESCRIPTION: 2' 13/16• 5 •I - j '--�J i�ii/16"39 e 11f6• 7116, EXTRUSIONS i 1 - X1/16 III��� 1116' I11s- I/t6' COVER-1691 FILLER-1825 PVC FILLER•6101 PVC SCREEN TRACK-6041 DRAWN BY;: OA'LE: TRACK-1655 GLAZING BEAD-6037 ADE 08/24/11 REINFORCEMENT-1769 OiVG a: V.: CWS-642 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 4OF8 WINDOW SYSTEMS 1900 SIN 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 2TRACKFRAME 71L 3TRACKFRAME 4TRACKFRAME 8940 PVC sualrJG GLASS DOOR-IMPACT 3 114' ❑(� ❑a❑ �o ■F ❑d❑ �o 450 ❑7 ❑d❑ do a do c, doMoo❑ ❑ oo6F'P= M on❑F-Q❑❑ ❑ 1❑ ❑0❑ � W 5 114" 7 11116" - I0 118" U U Z m m p FRAME W!O SCREEN TRACKuj a o UJ N N Z W W cc a a w w Lr U a v to 5 a m ¢ O Z 3 TRACK FRAME 2 TRACK FRAME lde- o v o d `v ND 58201 .P ,p ❑� ❑r-�L-Jt❑ ��-^^r�1 o �� ❑� r❑r���--��r❑�-^-tt J0AJ� STATE OF "=�ltt: U�❑uZJ�❑I_1 ❑ =Q❑Ir'LJ�J❑❑ ❑ ,,�4`S,ONA 6 7116' 6 718' I �� 4/18/2015 LUCAS A.TURNER,P.E. FRAME WITH SCREEN TRACK FL PE#582011239 JABARA AVE. NORTH PORT,FL 34288 PH.941.380-1574 SHEEP DESCRIPTION: TRACK WIDTHS DRAWN BY: DATE: ADE 08124/11 WG Y: .- CWS-842 B SCALE: SHEET NOTE:INFINITE NUMBER OF TRACKS ARE POSSIBLE WITHOUT SCREEN 1.2 5 OF B 1 AtJCHOR @ MIDSPAN IT'YP,) �%j� yt]'{ I(ATAYXP..sO.C. •— —.—TYYPP.))�-- – IIIIIIrLIIIIII 6'MA .(YP.j WINDOWCKSYSTEMS 6"MAX.(TY6'MAX.(TP,) 44TH AVEMXOOCC{(TOCAA.FLORIDA 34 4i74 -- -------- ------ ---- WWW.CWSCC 8940 PVC SLIDING GLASS 18" -DOOR-IMPACT„ .Q.C. ( Y P "nI X X II X X I o � o HOOKSTRIP I I I SEE NOTE 2 `s ANCHORS(TYP.) I - W ttu m In �I I m m z O I INSTALLATION a v 7] ( I ANCHOR(TYP.) "�' Z W �I ( w w a: II I c.3 C, • ------ IN -------- '4 w > > D ED 4 O ANCHOR LAYOUT z �`tt�,P1ORE VY i�4r�' �'E N S, v No 59201 NOTES: STATE F O 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD. INSTALL TWO ANCHORS AT EACH LOCATION IN HOOKSTRIP. .FS; 0 R 1�• �y�,.` S'•� 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4”. USE SHIMS WHERE SPACE GREATER THAN t/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE �rrrJt�t t�tttt 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 7. 4118/2015 LUCAS A.TURNER,P.E. 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 FL PE X 58201 BE PROTECTED TO PREVENT REACTION. 1239 JASARA AVE. 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 NORTH PORT, 34288 PH.941-380-1-1 574 SPECIFIED IN TABLE 1,SHEET 7, SHEET pESCRIPtIpN: 5,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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWNHY: DATE: 7,A MINIMUM CENTER-TO-GENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2-7116'FOR MASONRY,2'FOR FIXED PANEL CLIPS(ALL SUBSTRATES),1"FOR WOOD AND METAL. ADE 08124/11 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. pt c a: v.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-642 B 9,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATIO14 SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 20D(FLANGF WINDOWS), FMAANOMA 250(BOX WINDOWS),FMAIAAMANVDMA 300(EXTERIOR DOORS) 1:40 6 OF B TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT . MIN.EDGE DIST, +-2 7116' INSTALLATION ANCHOR - SEE TABLE 1 SEE TABLE t SEE TABLE 1 114"MAX.SHIM WINDOW SYSTEMS 1900 SW 44TH AVE. SUBSTRATE OCALA.FLORIDA 34474 BY OTHERS MIN.EMBEDMENT �© WWW.CWS.CG SEE TABLE 1 YOSEE TABLE 1 INTERIOR �� 1NSTALLATIONANCHOR _.—..o BEE TABLE 1 8940 PVC PERIMETER SEALANT ❑ © �❑ SLIDING GLASS 8Y INSTALLER O� \ �Q 114"Max.sHlr4 nIJ DOOR-IMPACT INS DE AND OUT � � ❑U CONTINUOUS DBL 114-BEAD OF SEALANT ❑ 27116" u2 _ AROUND PERIMETER 01 ALL INDICATED m iti POINTS BETWEEN FRAME AND SUBSTRATE� _ CONTINUOUS DBL 114"BEAD OF SEALANT BY INSTALLER oO AROUND PERIMETER @ ALL INDICATED INTERIOR POINTS BETWEEN FRAME AND SUBSTRATE LL 6Y WSTALLER MIN.EDGE DIST. w t- o SEE TABLE 1 U) PERIMETER SEALANT BY INSTALLER � z INSIDE AND OUT m to O •r o fn SEALANT UNDER,SCREW BEAD OF SEALANT SUBSTRATE BY OTHERS---/ N N z j HEAD BY INSTALLER BETWEN SILL INSTALLATION A14CHOR MIN.EMBEDMENT SEE TABLE 1 ¢ ¢ O 1L1 SEE TABLE 1 SEE TABLE 1 w w = RISER AND FRAME m a !- r] BY INSTALLER }--114"MAX St ��HORIZONTAL SECTION w O w TUI / I TYPICAL JAMB ANCHORAGE F w U PERIMETER SEALANT �� = O�L-t� 6YNSTALLER 0 [Ell Q c0l 1w INSIDE AND OUT � T 1n ¢ Z DO NOT COVER I MIN.EDGE DIST. WEEP HOLES MIN.EMBEDMENT ,,IN EMBEDMENT SEE TABLE 1 1dulu�pF� SUBSTRATE SEE TABLE f SEETABLE 1 `���`�...........gOREW SY OTHERS _ �_� r`GAS�.G C NSF C� SEE TABLE 1 - MIN.EDGE DIST. -r 27116"--�1 HOOtf STAIR SEE TABL£INSTALLATIO1J ANCHOR „Jf No 58201 •' + SEE TABLE t INSTALLATION ANCHOR 114•PAAk SHIM S£f TABLE t TWO ANCHORS PER =+: '.+ L--S"I AS flEOUIREO TO fdEET FIXED CLIP THROUGH - A VERTICAL SECTION INTERIOR TRACT(FACE PRE.DRILLED HOLES 7 :9 STATE OF 141 TYPICAL SILL ANCHORAGESUBSTRATE BY OTHERS O R 4, SEE TABLE 1 �� Fs. ' O R C O,�'.• B HDRIZONTAL SECTION 114"MAX.SHIM ii . 7 HOOK STRIP FIXED PANEL �isiflNAl so MIN,EMBEDMENT TABLE I:APPROVED INSTALLATION FASTENERS T— SUBSTRATETYPE ANCHOR TYPE MIN,EMBEDMENT MIN.EDGE DIST. 12-MAX.(TYP.) a FIXED PANEL 4/1812015 CONCRETE(2.0 KSI MIN.) 3116'ITW TAPCON 1" 3" �]❑ EDGE DIST. LUCAS A.TURNER,P.E. CONCRETE(2.BS KSI MIN.) 3116'ELCO ULTRACON 1-314" i" FL PE Y. l 1239 JABARA RA AAVE. HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3115"ELCO ULTRACON 1-114" 2-112" 17 718" NORTH PORT,FL 34288 3116 ITW TAPCON OR MAX,O.C, ❑p PH.941-380-1574 2X MIN.SOUTHERN PINE(0=0.55) 1-3/0" 7/9" (TYP,) y—t ELCO ULTRACON ��IJ SHEET DESCRIPTION: 2X MIN.SOUTHERN PINE(G=0,55) #10 WOOD SCREW 1-3/B" 7/e' ❑ i6 GAUGE(0.060•)MIN. no-16 HILTI KWIK-FLEXOR ITW FULL THREAD FOXED PANEL CLIP fl INSTALLATION DETAILS STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW TI-IRU 0.060' 1/2" CLIP ANCHORS MUST 2 TRACK BE LOCATED A MINIMUFd ORAwN DY: DATE: 1/B'ALUM.(6063-T5 MIN,)OR 1110 GRACE 5 SELF-TAPPING 1 FULL THREAD DISTANCE OF 3'AWAY 118-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2- FROM ANY MAIN FRAME ED ADE 08/24/11 ANCHOR. Dw�o: REV.: FIXED PANEL CLIP ANCHORS INTO CONCRETE(2.0 KSI MIN.)OR HOLLOW OR 3116"ITW TAPCON 1" 3" CWS-642 $ GROUT-FILLED CMU(117 PCF MIN.) FIXED PANEL CLIP DETAIL (�1 HORIZONTAL SECTION SCALE: NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1, 7 FIXED PANEL ANCHORAGE 1.2 7 OF8T 14" 1IIN MAX. DMFNT fY111/UUU'•�n CONTINUOUS DEL 114"BEAR OF SEALANT HIM - SEE EMBEDMENT WINDOW SYSTEMS AROU14D PERIMETER @ ALL INDICATED SEE TABLE t,SHT 7 1980 SW 44TH AVE. POINTS BETWEEN FRAME AND SUBSTRATE OCALA,FLORIDA 34474 BYINSTALLER L.H wwtv.cws.cc _ BEAD OF SEALANT CONTINUOUS DBL 114'BEAD OF SEALANT BETWEEN SILL AROUND PERIMETER rCi ALL INDICATED RISER AND FRAME POINTS BETWEEN FRAME AND SUBSTRATE 8840 PVC R H II BYINSTALLER ❑❑ BYINSTALLER PERIMETER SEALAIJT � LJ_ SLIDING GLASS BYINSTALLER Loci ❑ ❑ LJ1O I5 i�0 11 DOOR-IMPACT E INSIDE AND OUT ❑���I�Q INSTALLATION ANCHOR DO 140T COVER SEE TABLE 1,BHT 7 [] WEEP HOLES go MIN.EMBEDMENT DG�O SUBSTRATE SEE TABLE 1.BHT 7 O `o = o BY OTHERS SEE TABLE 1,SHT 7 Lui L l� a� w MIN,EDGE DIST, MIN.EDGE DIST. � m m z0 INSTALLATI0IJ ANCHOR SEE TABLE 1,SHT 7 `L SEE TABLE 1,SHT 7 SEE TABLE 1,SHT 7 " 0 1n PERIMETER SEALAIJT BY INSTALLER INSIDE AND OUT N N Z > SEALANT UNDER SCREWw w 0 HEAD BY INSTALLER SUBSTRATE BY OTHERS a a I- E VERTICAL SECTION SEE TABLE 1.SHT 7 8 31 RACK SILLr G HORIZONTAL SECTION ¢ ¢ y B 3 TRACK JAMB a W j-�114'MAX.MA%SHIM > MIN.EMBEDMENT SEE TABLE 1,SHT 7 m ¢ Z AROUND CONTINUOUS D ERIMETER @ ALLNO EALA114T `��p10REK�+TCi,�' POINTS BE7WEEPI FRAME AND SUBSTRATE TED CONTINUOUS 08L 114"BEAD .;GP:�4�G E NS�..�1�y BYINSTALLER OF SEALANT AROUND j J: •.15'• ON PERIMETER @ ALL INDICATED POINTS BETWEEN FRAME AND ` SUBSTRATE BY INSTALLER -*• * ' . BEAD OF SEALANT p-- ='a: :0:7 BETWEEN SILL �9 STATE of W 1Pj RISER AND FRAME t 'O t JVD ju+ i j BYINSTALLER p .�-'��2� nn �'+� �y�1 r a� ��11 INSTALLATION ANCHOR � i�i�sS T1 �� PERIMETER SEALANT LJ� ❑DL-J �O u0 'LJ UO SEE TABLE 1,SHT 7 aU �4,;�NA 11001` IN INSTALLER u ���❑Q O❑O 1P, LOJ ± INSIDE AND OUT y 00 NOT COVER ❑� WEEP HOLES 4/18/2015 MIN.EMBEDMENT (�(� LUCAS A.TURNER,P.E. FL PE"58201 SUBSTRATE SEE TABLE 1,SHT 7 tiJ� 1239 ABARA AVE. BY OTHERS TAB E 1,SHT 7 �OG�C NO PH.941-3110-1574 FL 288 SEETH SHEET DESCRIPTION: MIN.EDGE DIST. \ INSTALLATION ANCHOR SEE TABLE 1,SHT 7 SEE TABLE 1,SHT 7 D[Jp INSTALLATION DETAILS MIN.EDGE DIST. fir•,._,,, 3 8 4 TRACK SEALANT UNDER SCREW SEE TABLE 1,SHT 7 HEAD BY INSTALLER I PERIMETER SEALANT BY INSTALLER DRAWN BY: DATE: F VERTICAL SECTION S� INSIDE AND OUT ADE 08/24/11 11 4 TRACK SILLwG° V. SUBSTRATE BY OTHERS SEE TABLE 1.SHT 7 CWS-642 B H HORIZONTAL SECTION `A E' SHEET B 4 TRACK JAMB 1:2 80F8 EXISTING CONCRETE TIE BEAM\ 12 MAX. 4"(TYR) Q. 0 0O 0 2x6 PT ATTACHED TO Al, CBS WALL WITH 1/4' TAPCONS WITH 13/411 EMBED. INTO EXISTING CBS. SPACED AT 4"AT o SGD EDGE CELL ENDS AND 12" O.C. MAX. ow, IN CBS WALL IS zZzoz3" (MIN) 'CONCRETE FILLED. FRO N EDGE 35 IF NOT I NSTALL#5 o WZ s° aa REBAR DOWEL AND EPDXY 6" INTO TB AND FOUNDATION, SGD EDGE CELL MIN. REBAR LAP IS 30" IN CBS WALL IS FILL CELL W1 Fc'=3000 CONCRETE FILLED. CAaot-m Swil2l z o GROUT. IF NOT INSTALL#6 N 0 REBAR DOWEL AND EPDXY 6" INTO TB AND FOUNDATION, o MIN. REBAR LAP IS 30" 0 z FILL CELL W/Fc'=3000 0 GROUT. 0 0 uj 0 aovd 2 x 6 PT BUILDOUT FOR POCKET DOOR ON CBS (FIRST LAYER) S-1 tviek:: 12" MAX. 2"(TYP.) ° ° ° 2x6 PT ATTACHED , ° ° TO LOWER LAYER ° WITH 2@#12 WOOD z SCREWS 3" LONG 4" AT ENDS AND W z � ° ° 12" O.C. MAX. zZ W wcDag wz 2 �w zp P Z5 w H, wz �_ o' 0 0 0 ° QO $`�aX c o ° X n;wucAucus < PER 28376 CAit 30113+611112 L ° ° ° N FINISH AS REQUIRED ° ° ° TO MATCH EXISTING. z O O d ° ° F. Lu Y U O ° a7s y�1 ORON V.:1 1 j 2 x 6 PT BUILDOUT FOR POCKET DOOR ON OBS (ADDITIONAL LAYERS) S-2