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HomeMy WebLinkAboutProduct Approval (2) x k t{ 1 p BCIS Home I Log In t User Registration Hot TTOPics� Submit Surcharge 1 Stats&Facts PublicationsU Contact Us i SCIS Site Map I Links I Search 1 b t� - (f,- Product Approval 1jj. BSER:Public User dr Product A.proval Menu>Product or Appkatlon Search>Applicakion List>Application Detail RECEIVE© p FL16735-R2 Application Type Revision MAR 17 2020 Code Version 2017 Application Status Approved ST. Lucie County,Permitting Comments Archived Product Manufacturer Custom Windojr1en E COPY e s nc. Address/Phone/Email 1900 SW 44th e Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider 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 A.Turner 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 FL16735 R2 COI EvalReport867C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products ,FL# Model,Number or Name Description 16735.1 00 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,7411 x 63",XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ:No FL16735 112-11 CWS-867C,pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+50/-50 Evaluation Reports Other: Large Missile"D",WZ3,DP+/-50 psf.Glass complies FL16735 R-2 AE EvalReporl:867C,pdf with ASTM E1300-04. Created by Independent Third Party:Yes 16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:No FL16735 R2 11 CWS,-868C.pd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+50/-50 Evaluation Reports Other:Large Missile"D",WZ3,DP=/-50 psf.Glass complies FL16735 R2 AE,EvalReDoft868C. df with ASTM E1300-04. Created by Independent Third Party:Yes Contact us::2601 Blair Stone Road,Tallahassee FIL 32399 Phone-850-487-1824 The State of Florida is an AA/EEO employer.Copyright2007-2013 State of Florida.::RdyAcy 5t_qLqm_ed::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: M_Mn C 591 ER In Credit Card Safe HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES: 1/ n/7( I® •�/df/Q 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT OCALA,FLORIDA 34474 USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE 751/4"MAX.OVERALL FLANGE WIDTH ZONE(HV Z)OR IN ASTM E 1996 WIND ZONE 4 AREAS. 8200 PVC 74"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) HORZ.SLIDER 33'GLASS DLO 3.CONFIGURATIONS:"OX","XO". IMPACT A 4.DESIGN PRESSURE RATING: -- -- -- -- -- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ ? Q Z 0 GLASS TABLES ASTM E-1300-04e01/09. Z w LU 00 W w o W -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w z O z 0'=z I- I I INFILTRATION TEST PRESSURE AND GLASS TABLES o a O O iti'.m I I ASTM E-1300-04e01/09. z z=�Q m W o 0 641/4" O o♦-od<xI.-W MAX. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED O 0 cn I—m D- FLANGE F THIS PRODUCT.SEE SHEET 5 FOR ANCHOR 0 z U)-Z I.-n(n HEIGHT B I B D TAILS. W NDLIN THE DESIGN OOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Q 0 z U'2 z p LL U ANCHOR CALCULATIONS. �¢Q p w 0 r O z 63° I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Fa- p Q r O�2m REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w z rn W Co 0�U)F MAX O " I C C UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a =D- of 0 g O HEIGHT ,Y` w t-O wIML 2 } 59 9/16" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 22 D: w 2 wCo >_ MAX. FLYING DEBRIS. a I- D- � D. SASH HEIGHT 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ��`PNSAD REW rthrrih I i USED AT FIXED MEETING RAIL AND HEAD/SILL. �� ���GQ",.��G E N SF•.�P��•. 5813116" I B B.SERIES/MODEL DESIGNATION HS-8200. J No 58201 GLASS I 5 DLO 0 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH,O=FIXED SASH v: :ft= i� STATE OF .2{/� 5 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��O.p'•,�� O p;�Z�� D LOCATION. acts•... R 1 -- J 5 -- 11.EXTERNAL WEEP SLOT 1/4"x 1"LOCATED 4"FROM BOTH ENDS. D A 33"GLASS DLO LUCKS z� 36 5/16"MAX.SASH WIDTH Turner 2017-08-30 8/29/2017 17:09+20:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS - TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 SECTION NOTES&VIEWS&G GLAZING ONS DETAILS MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS&GLAZING DETAILS....2 ANCHOR SCHEDUL&NOTES................4 74"x 63" +/-50 PSF LARGE MISSILE IMPACT -_7 c SCALE: �E: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 ® � 44 4 4 46 1NIPIDOW SYSTEONS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 17 18 1 1 3 6 7 2 WWW.CWS.CC Q -- 8200 PVC p HORZ.SLIDER IMPACT 0 a z ¢zo o Qw u❑i Z W J❑ r Z ❑ ZOZ>Z-Oaf�m 41 40 3 1 9 39 SECTION VIEW C-C Z Z=m¢W 32 OO o SECTION B-B ALTERNATE JAMB ROTARY LOCKS 0 oO m�v a F--U)a MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS ❑ Z-j-Z F-Z)� e 11 NOTE:FIXED LITE AT HEAD ¢ F-Z LL 2 ZO O w Z AND SILL IS SIMILAR. NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY > ¢ p w-=O- p 31 DURING HURRICANE CONDITIONS. w r 0 o wLL OrAw❑ JrAI- Q - 1s a Z=a WOM> � Sw F- W w❑ 38 35 1 1 `,,,,NO 36 32 J P RE TG �i 19 �Ap.�.......... 0 E N S-tom Qy�� 41 4 EADIMPACT HOOK(TYP.) � •' No 58201 '.f1� 42 OF SASHEMS 35 8 36) [t7/8°OVERALL %9 t STATE OF ��MIDSPZAN _ 1/8"ANNEALED or TEMPERED '�i�O'n,*.A, R 10P-.-C`11 INTERIOR I 7116"AIRSPACE 1;'4S'ONA� I 5/16°LAMI 1/8"ANNEALED :F FIN FRAME ONLY: ,09Q DUPONT PVB INTERLAYER JAMB IMPACT HOOKS 43 OR ROTARY LOCKS 4 I I �/ I LOCATED AT THIRD POINTS 1/8°ANNEALED 8/29/2017 19 3 I I /� I 43 PURFECT GLAZE"H" 13 n n� SIKAFLEX 552 LUCAS A.TURNER,P.E. 12 �uI lUl FL PE#58201 6 34 5 I a1 1239 NORTH ORT FL 3 288 PH.941-380-1574 II I 16 SHEET DESCRIPTION: 5 I I 1/2"GLASS BITE 0 0 3 SECTION VIEWS AND 4 0 GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND _ DRAWN D DATE: JAMB IMPACT HOOKIROTARY LOCK LOCATIONS ADE 10/10/13 1:20 DWG#: REV.: SECTION D-D GLASS TYPE A CWS-867 C ALTERNATE FIN FRAME 1:1 SCALE; SHEET 1:2 2 OF 5 PARTS LIST 3116° CORNER CONSTRUCTION ] ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8^ "1 �86, •((I�/,( 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 112" WINDOW SYSTEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 5 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474 4 H5 1116"052 Sash Top/Bot.Rail Mikron PVC 211116^#kII16^ 39116^ � 21/8^ 1/16 W W W.CW S.CC ^ 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC ij CORNER W ELD 6 H-6050 Sash Meet.Rail,PVC Mikron PVC- L (ALL SIDES) 8200 PVC 7 H5051 Sash Side Rail,PVC Mikron PVC 1^ 1.8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 LIMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 15 10 P-3033 Screen Spring,SS Hudey 1 15116• 13/16"- 6 ¢ z � ¢z r--23/16' 9116' w O 11 P5113 Screw Support,PVC Team Plastic Rubber 6 z w_j O ¢ O w 12 P-3218 Screen Frame Alimetal RoIlForrn I 7 4 40 o z W? 0 W Z M Q ?�> 2m 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa ,5!e' 1 5/8' Q 1 EH 1 51,6" Z Z w z I-Lu g x 1,16" Lq z Z=0¢<WpO 14 P-3321 Screen Frame Comer Key Allmetal Nylon ' FIXED MEETING RAIL O 01-0 Lj¢�F..0: 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWEDTOGETHERWITH o Z j z Z 1.-0 U) 16 P-3352 Set.Bik.,85 Dur.,118"x 5/8'x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 ¢ O z O O z O O � z 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab > O F 1 Z- 16 P-3511 #8 x 5/8"SQUARE TEK 2 Zinc Fastenal Steel 5/8° 3/4• w O r i o w v1 w } r 2 u-row 0�r0F- 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel Q 3/16° 1 W z=D. tr O-m 15/16" 1116' 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 7' Q Q. _ K m P-3783 or O L ,ns• L n. F D- w o W w 21 P5250 Spring Lock,Impact,PVC Interlock SASH MTG,RAIL-1497 SASH REINF.-1699 22 r,Tandem M Nylon REW 23 P4051 #81xe1 1/4 Ph FH TEK,Wht. Fastenal Steel 6" 1 511x^ 3/a^ 7/16" 1,/4° `�4%'e?�NCgry rGpy.�� 24 P�061. 9 Keeper,Impact,PVC Interlock 33 3116^—� ;• •to p p 716" 1116' 1—'r n :-�; No 58201 25 P-4479 Weep Cover w/Flap M&M Nylon �_ '—_ 1/16• :ik? * 's 26 P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1577 FRAME IMPACT HOOK-1577 1116' S.B.R./S.S.R.-1498 ROLLER TRACK-1776 0 29 P�4959 Wstp.,0.420 x.187 back FinSeal,Gray Ultrafab 'O•. °�• 31 S-1112 Reinforcement Keymark Alum 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 3116" 1/a^-{ 718•1 ''�'`S/O y ,1--If 41 ft, ''gnNAi111 . 33 S-1577 Frame Hook,PVC Impact Keymark Alum 718^ -r 3131 34 S-1776 Roller Track Keymark Alum O J— 8116 u 1 Lh " 35 S-1999 Frame Hook,Head,Impact Keymark Alum 1116 PVC GLAZEBEAD-6064 36 S-2000 Panel Catch,Head,Impact Keymark Alum 6' -I 15 5GLAZE BEAD-1112 37 S-6005 Anti Lift Mikron PVC II 8/29/2017 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 71L IIS—I 1!2° /8^-{ 318°15/16"j 1/16" I ��p � I 39 S-6014 Scm.Adapt.,PVC Mikron PVC PLAN VIEW-1999 �L��'�3 LUCAS A.TURNER,P.E. HEAD IMPACT HOOK-1999 36 L-1/16" FL PE#58201 1/16" 40 S-6063 Fixed Rail Cover Mikron PVC 1239 JABARA AVE. 41 S-6064 Glazing Bead Mikron PVC PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 NORTH PORT,FL 34288 42 GLASS SEE SHEET 2 CARDINAL GLASS 0 3/16" PH.941-380-1574 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone O 5/16° ,118°-{ SHEET DESCRIPTION: 44 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel 6• I 39 BOM AND EXTRUSIONS 45 P-4958 Rotary Lock InterlockT 516" 36 � 1116"46 P-4633 8-32 x 1/2"Barrel Fastener Interlock518^ PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: 47 P-4952 Keeper,Rotary Lock Interlock L 1/16" ADE 10/10/13 PLAN VIEW-2000 PANEL IMPACT CATCH-20003116° DWG#: REV.: �I- 3° -I 1-"1 112" CWS-867 C LINE ITEMS NOT USED: �' 1 SCALE: 27-28,30 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. r SHEET SCREW SUPPORT-3113 1:2 3 OF 5 WINDOW SYSTEMS 121/2"MAX O.C.(TYP.) 1900 SW 44TH AVE.OCALA,FLORIDA 34474 3"(TYP.) 4"MAX(TYP.) �}I-8'MAX.O.C.(TYP.) 6"MAX(TYP.) � L 3"(TYP-) SEE NOTE 2 4-MAX(TYP) I SEE NOTE 2 WWW.CWS.CC 6"MAX(TYP.) - -- -- -- -- -- - r------- r------- 8200 PVC INSTALLATION ANCHOR(TYP.) I I I INSTALLATION HORZ.SLIDER 8.I �I I I jl I ANCHOR(TYP.) IMPACT I MAX.O.C. (TYP.) Z ¢ ¢ o QWpO MAX O.C. I II I I I �/ I W zoz oz ow (TYP.) I O I I /� I I O 1 /� I O F W_ Z O g 2 Z Z 2<Ofw00_ I O 0f-O ¢ nco z p �--50- I ¢ PZ'2ooLLZ I } ¢SOW-=O- I I I I a I W CCtAOJfnF- ---- --- - (nW z— Dco--- -- -- -- -- -- o W�0 w= >- w ~ D- w�'a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) "PNpRallys" GP••`.�OENSF.,•Q2�� `�:• No 58201 '�� 59� STATE OF NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 8/29/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 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#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. FIL 34288 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, PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 5. SHEET DESCRIPTION: 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO 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. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13 B.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. DWG A REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR DOORS) 1.20 4 OF 5 MIN.EMBEDMENT I! nlJ(��®/�}�J.Vdl/d TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ��J'ns"nyLLL444 u u tr I�\(V�`/I BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 114"MAX.SHIM WWW.CWS.CC SEE TABLE 1 �' �IN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 0 8200 PVC BY INSTALLER4 INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 MIN,EMB I HORZ.SLIDER SEALANT BEHIND SEE TABLEDMENT IMPACT -FLANGE BY INSTALLER �1/4"MAX SHIM Q ? o2 QZO. _ PERIMETER SEALANT Z w-j 0 ¢H wH--z w PERIMETER SEALANT BY INSTALLER w z O z K F?H _71" BY INSTALLER INSIDE AND OUT O LL FQ-w�Z 0 W�Fn INSIDE AND OUT INSTALLATION ANCHOR z z 2 2¢Of w 0 0 SEE TABLET O Oro Cj¢=Hof SEALANT BEHIND U O cn H d F-U 0- INSTALLATIONANCHOR FLANGE BY INSTALLER SEALANT BEHIND 0 Z—U)Z Z U SEE TABLE 1 - FIN BY INSTALLER z 0 U` U �U— �ORIZONTAL SECTION C HORIZONTAL SECTION Q F-Z w g 0 0 w Z 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE O H F F-Z HEAD AND SILL SIMILAR FOR FIN INSTALLATIONLL } O Z0)wUOJUI— n 0 wF0 Of r a w as 3:Lu Cl) r 114"MAX SHIM - SEALANT BEHIND ,"gtulsoff" FLANGE BY INSTALLER - ,`�s��PPI�RE 1 PERIMETER SEALANT BY INSTALLER MIN.EMBEDMENT ' No 58201 .�?I INSIDE AND OUT SEE TABLE 1 :*� %9; STATE SUBSTRATE BY OTHERS '��'�•'•:�( pQ:•�_�� SEE TABLE 1 MIN. DIST. ��5. O R h �' SEE TABLE 1 - ���4s/ONAL�����, q VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE N Q 8/29/2017 TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE, HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE 2.85 KSI MIN. 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 ( ) D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: .SOU PINE(G=0.5 3/16"ITW TAPCON 1-318° 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANG X MIN oR ELCO ULTRACON INSTALLATION DETAILS NGE 2X MIN.SOUTHERN PINE(G=0.55) 10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: NrS�EEtSTClD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLAN (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" ADE 10/10/13 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7116" CWS-867 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5OF5