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HomeMy WebLinkAboutProduct Approval (2) 7/22/2019 Florida Building Code Online a rcar..� i a a • 9 8 > n � o • 0 BCIS Home 1 Log In 1 User Registration Hot Topics I Submit Surcharge Stats&Facts j Publications Contact Us BCIS Site Map Links I •Search i Florida ` ! Product Approval USER:Public User �rn+�ssix�n �r Product Approval Menu>Product or Application Search>Application List i Search Criteria Refine Search Code Version 2017 FL# 4091.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications # Type Manufacturer Validated By Status FL4091-R8 Revision I Custom Window Systems Inc. Steven M. Urich, PE Approved j FL#: FL4091.1 (717)317-8454 Model:SH-8100 Description: 8100 Vinyl Flange/Fin Frame Single Hung Category:Windows Subcategory:Single Hung 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: riva y 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(i), 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: ® © eOhPck � _ Credit Card Safe i https://www.floridabuilding.org/pr/pr_app_Ist.aspx 1/1 SINGLE HUNG - NON-IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (`/J0179m (SHOWN W/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS -M 54 3/8" EDITION. 19UU SW 44TH AVE. MAX OVERALL OCALA,FLORIDA 34474 FLANGE WIDTH MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC 53 1/8" FLANGE WIDTH MAX.UNIT WIDTH 3.CONFIGURATIONS:"ODC. 4815/16" 531/8" — MAX.UNIT WIDTH 8100 PVC GLASS DLO 4.DESIGN PRESSURE RATING(SEE SHEET 2): A 4815116• -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG ' — -- GLASS DLO GLASS TABLES S P 3 NON-IMPACT OS TIVE DESI DESIGN LOADS ON,TESTED PRESSURE,WATER 77 114 , - INFILTRATION TEST PRESSURE AND GLASS TABLES OVERALL F I 33 5/16" 69 1l2" ASTM E-1300-04e01/09. J Z Q Z FLANGE O I GLASS MAX Q O OVERALL I F- p w 0 m W p HEIGHT B B DLO FLANGE I O 33 5116" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z w w p Q p w 7� I HEIGHT GLASS IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z O z a=?H- MAX. 1 DLO DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD p ¢W Z O m HEIGHT MAX4° ANCHOR CALCULATIONS. Z z=2 Q it W 3s 11Its" s HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE o o v~i Z a a MAX. �/ C 333/8' 303/16" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z Z 0 p z p GLA SASH /� I g GLASS MqX I �/ 26 7/8" Q O Z U uj Z 7 U U LL HEIGHT I D DLO SASHHEIGHT I /\ DOSS 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT < O w O O Z �f s 4 C USED AT FIXED MEETING RAIL AND JAMB. Ir }0 O Ui C) m A A C 8.SERIES/MODEL DESIGNATION SH-8100. Z U)a O w U)IW- 6 46 5/16• — 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: z x~a W 3 w GLA GLASS DLO X=OPERABLE SASH,O=FIXED SASH a a r a EQUAL SPLIT 5 HI SASH ORIEL 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �P0%,�1pRpjti��'�G LOCATION. �lo0P• •.TIG'l. OP.•v:GENSF•.;P 54 318" 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4"FROM BOTH ENDS. Jt No 58?01 :�i1 MAX OVERALL FLANGE WIDTH =k p 53 118" 'a MAX.UNIT WIDTH %S1 4815/16° %0 •STATE OP Z��` GLASS DLO Lucas �� .' O R 10,✓•\ 63 sn Turner MAX 2017-08-30 OVERALL O 33 5/16" 17:10+20:00 FLANGE GLASS HEIGHT DLO y 62 F ZZ UN ► —� 8/28/2017 HEIGHT MAX 1 2011/16" SASH X GLASS LUCAS A.TURNER,P.E. HEIGHT DLO FL PE#58201 1239 A ARA AVE. NORTH PORT,FL 34288 46 5/16°GLASS DLO PH.941-380-1574 SHEET OtSCRIPTION; 60/40 SPLIT ORIEL GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONSMAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS DP CHARTS&GLAZING DETAIL........2 _EQUAL—) 53-1/8"x 76" NONE BAT 04/29/08 SECTION VIEWS&ALT.FRAME........3 „ SEE COMPARATIVE ANALYSIS DWOF REV.: EXTRUSIONS&B.O.M.........................4 5 HI ORIEL 53-1/8„x 68-1/4 NONE -154 F ANCHOR SCHEDULE&NOTES..........5 CHART, SHEET 2 INSTALLATION DETAILS.....................6 60/40 ORIEL 53-1/8 x 62-1/16' NONE SCALE: sHEE�;, 1:33.33 1 OF 6 Design Pressures(PSF)with Glass Types A,B,C,or D � Unit__ Sash Unit '® 'U�fYd Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1Dl 51 1/2 53 1/8 WINDOW SYSTEMS 35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75- 1900 SW 44TH AVE. OCALA,FLORIDA 34474 39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 www.CwS.CC 41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1 1 2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +5 + +50/-75 + +50/-73.4 +50/-70.6 8100 PVC 4 1 2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50/-66.2 SINGLE HUNG 51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 + 75 +50/-75 z.7 +50/-65.2 +50/-62.6 NON-IMPACT 53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-63.6 +50/-61 55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-69.5 +50/-62.1 +50/-59.5 _j 59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57 r o w o w O c 63 1/2 31 +50/-75 +50/-72.9 +50/-72 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71,6 +50/-71.6 +50/-64.6 +50/-57.3 +50/-54.8 w z O z 65 1/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 0 l-a w z O 3.m0 z zx ¢�w0 67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +5D/-53 O O I-O j¢a=,X 71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 z z0 U)z? v`n 74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54,1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4 a F_z LL 2 0 O LL 0 z_ 76 37 1/4 +50/-58.5 +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 a O F- t z Ci I- oo�r��o� w LLU)w�OJ(nF a p wF0 WO >_ 7/8°OVERALL 7/8"OVERALL 718"OVERALL 7/8"OVERALL a F a ��a 1/8"ANNEALED 3116°ANNEALED 1/8"TEMPERED 3/16"TEMPERED ,,� PNDREIv'F%�, 5/8"AIRSPACE 112"AIRSPACE 518"AIRSPACE 1/2°AIRSPACE �1 P5•'' O E N �� : 1/8"ANNEALED 3116"ANNEALED 1/8"TEMPERED 3/16"TEMPERED J. No 58201 ••:�� 7*p * t SIKAFLEX 552 OR SIKAFLEX 552 OR 46 SIKAFLEX 552 OR 46 PURFECT GLAZE"H" 46 SIKAFLEX 552 OR �'fl= ;Lt� PURFECT GLAZE"H" PURFECT GLAZE"H" 46 PURFECT GLAZE"H" Z 0: STATE OF ;�W� 112"GLASS BITE 1/2'GLASS BITE 1/2"GLASS BITE 112"GLASS BITE sillyNA;E��`�' yy 8/28/2017 0 LUCAS A.TURNER,P.E. FL PE#58201 GLASS TYPE A GLASS TYPE B GLASS TYPE C 1239 JABARA AVE. GLASS TYPED NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE: BAT 04/29/08 DWGft: REV.: NOTE: CWS-154 F IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE' SHEET 1:1 2OF6 WINDOW SYSTEMS L�l INTERIOR 19UO SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC a5 32 54 1 381 35 32 24 45 8100 PVC R o g SINGLE HUNG 70 NON-IMPACT 45 Q Z ¢Z p ��� 0wO wwoo t a� w zOz�o� m LL rw zl--��x 14 Z Z 2 m¢w w 0 0 33 3 15 53 17 65 fib 63 19 4 O O�0d<XI_w SECTION B-B z zz6Z)�z?Uv_D ZOu)Z 53 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ _w 2 O O"z� O RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ �QQ U w OOwwU)owU)w LL C wF0 wo�� 14 39 ,L a ��It d 40 1 z 28 %stifolvo" D RE W��� �3a INTERIOR ``Vp5.4�GENS�..�Qtiy� STATE OF .41 29 •��oSrONA;�Cl``� 54 16 6 66 1 69 6 4 62 48 8/28/2017 34 1g 13 �� LUCAS A.TURNER,P.E. 0 0 33 FL PE#68201 2 1239 JABARA AVE. NORTH PORT,FL 34288 30 �� as PH.941-380-1574 SECTION C-C SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION VIEWS SECTION A-A DRAWN aY: DATE: BAT 04/29/08 DWG H: REV.: CWS-154 F NOTE: ITEMS NOT SHOWN FOR CLARITY: §GALE: SHEET 20,23,25-26,31,36,37,44,51-52,55-56,64,67-68 1:2 30Fb" ITEM PARTS LIST FRAME CORNER 1 H6031 Main Fr.,SH,w/Flg.,PVC,Head -6 DESCRIPTION VENDOR MATERIAL 311tl°—� CONSTRUCTION 031 Mikron Vinyl 115/16` 2 3/16° -{ 2 H6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 69 � WINDOW SYSTEMS 3 H6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl tl 1900 SW 44TH AVE. 4 H6031 Main Fr.,SH,w/F)g.,PVC,R.Jb. Mikron Vinyl OCALA,FLORIDA 34474 WWW.CWS.CC 5 H-1836 Meet.Rail,Fxd. Keymark Alum 1Lw� 1 5l8°8 H6027 Sash Meet.Rail,PVC Mikron Vinyl 39/16" Q O 111s9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1116" 10 H6028 Sash Bottom Rail,PVC Mikron Vinyl CORNER WELD 81 U0 PVC 12 H6004 Sash Side/Top/Bat.Rai) Mikron Vinyl PVC SASH BTM.RAIL PVC SASH MTG.RAIL (ALL SIDES) SINGLE HUNG 1:8 13 S-1498 Reinf.S.B.R./S.S.R Keymark Alum 1" H-6028 H-6027 NON-IMPACT 14 S6064 Glz.Bd.,7/8",Fxd.,Horiz. Mikron Vinyl 15 S-6064 Glz.Bd.,7/8",Fxd.,Vert. Mikron Vinyl PVC FRAME FIN ¢ Z ¢z 16 S-6064 Glz.Bd.,7/8",Sash,Horiz. Mikron_ Vinyl H-6026 0 17 S6064 Glz.Bd.,7/8",Sash,Vert. Mikron Vinyl 3 z w d o ¢ 0 w 18 56013 Scm.Adapt.,wlNib,PVC,Hodz. Mikron Viny) 1 1/2° o ¢vOi >O m 19 S6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 3 t/a" - 131161, iXI,_W �w Z F-�2_ Z z=�¢ofwp0 20 S6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 5 O O F-O ¢ 24 P-2190 Balance BSI 2 12 FIXED MEETING RAIL ❑ Z w�-Z F-j rn CL 25 P-3059 Sash Cam,PVC BSI Plastic rr��----��IInO 3 2 118"d 1/16" SCREWED TOGETHER WITH Z O O U Uj j U- 26 P-3046 Take Out Clip BSI SS I I 1 5!8" [� OUTE1:8 ¢ F 0 w 0 O 0 0 211116" IIL711 4 IL 1:8 �2�OFF-�ZZ 27 P-3783 Lock,Impact,PVC Interlock 1/16^ 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1116 I¢ p �>0 W O W 30 P4479 Weep Cover w/Flap Geer Plastic t� EE Z w w 0�U)F 32 P-3429 Wstp.,0.270 x.187 back RnSeal,Gray Ultrafab PVC SASH SIDE RAIL 0 p Y FIXED MTG.RAIL p w F 0 0a a: 33 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-6004 H-1836 a Fz a wa 34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC FRAME FLANGE 35 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-6031 0NpurflorrriDREby���•i, 36 P-3429 Wstp.,0.270 x.187 back 37 P4638 #8 x 2-1//2 PH Mod.Truss Type A,Terk 2 ay Ultrafab b Steel �`VP5 4.......... 0 E N S'- YP 1 1 1/8" 1 1/8" 1 3 8" 38 P-3768 #8 x 1.250 Ph PH SMS Hub City Steel 5/16° 1/2° jv:' No 58201 :�P 39 P4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel �— 20 40 P-4264 #8 x 314 FH PH w/#6 Head,TEK,Wht Hub City Steel 1116" 19 ttl 3/1L C'P t¢ 44 P-3342 Seam Sealer,SM-5504 Schnee 1/16` '9=, STATE OF z v1s• 30•. W. Set. t Nylon PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH TOP 46 3ex52Pu Vlaze " SIa/ el S-6014 S-603 S6029 48 P52 D8tG x Lg. FLowe Rubber 51 P-3881 Temporary Lbl.(NFRC/DP) 52 P-3613 CWS Lbl.(logo) Pro Label 314° 53 Glass,Fixed(See Sheet 3) 5/6' 54 Glass,Sash(See Sheet 3) 3116`� Va^ 55 P-3281 Spacer(see sheet 3) Duraseal 1^ 9 19 14 i- 56 P-3281 Spacer(see sheet 3) Duraseal L 1/1s" 1/16' 7/6„ 15 8/28/2017 } 16 62 P-3218 Screen Frame,Horiz. Allmetal Alum REINF.SASH MTG.RAIL REINF.SBR/SSR 1 LUCAS A.TURNER,P.E. 63 P-3218 Screen Frame,Vert. Allmetal Alum S-1498 FL PE#58201 64 P-3321 Screen Frame Comer Key Allmetal Plastic H-1497 PVC GLAZING BEAD 1239 JABARA AVE. 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bellervue Fiberglass S-6064 NORTH PORT,FL 34288 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl PH.941-380-1574 67 P-3029 Screen Pull Tab Summit Alum 112" 9116° SHEET DESCRIPTION: 68 P-3033 Screen Spring,SS FI.Screen SS 3/16"L� 69 H6026 Main Fr.,SH,w/Fin.,PVC Mikron Vinyl f` 3° "� }� 71 BOM AND EXTRUSIONS 7D P-3113 Screw Support for PVC T.Plastics Nylon '17 70 1 5116" _ 1/1 g^ 71 S6063 Fixed Rail Cover Mikron Vinyl DRAWN BY: DATE:SCREW SUPPORT L BAT 04/29/08 P-3113 DWOn: REV.: LINE ITEMS NOT USED: PVC FIXED RAIL COVER CWS-154 F NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. S-6063 6-7,11,21-23,29,31,4143,47,49-50,57-61 —SCALE: SHEET 1:8 40F6 WINDOW SYSTEMS L MAX.O.C.(TYP.) 4"MAX.(TYP) 8"MAX.O.C.(TYP,) 190U SW 44TH AVE. MAX. TYP.) OCALA,FLORIDA 34474 6 4°MAX.(TYP.) 6`MAX(TYP)- SEE NOTE 2 WWW.CWS.CC� —SEE NOTE 2 ' 8100 PVC I I SINGLE HUNG MAX O.C. NON-IMPACT - I O (TYP.) O MAX.O.C. I I ¢ Z Q Z (TYP.) I I INSTALLATION z w o o Q W t J1— MEETING RAIL THRU FRAME ANCHOR ANCHORS TYP. w Z O Z 'w I- AT FIXED MEETING RAIL O Q U)�E}O Of3:m CENTERLINE (TYP,) 11 1-W Z F-3:2_ Z Z72<x,pO 4°(T7P)� o0 0N�z° rU)a 4'(TYP) 7. V X Q �ZUU)zoiO /� INSTALLATION } <�Q O W F O z ANCHORS TYP. ^ Q x K O U V) u' Z 4 W ���U)O LLOW a z=a xo`i'U) 0 _~0 w= >_ 1L F D- 0 3 d ANCHOR LAYOUT-(FIN) A OR LAYOUT-(FLANGE) 00PA�REw�rG''', 58201 ��P 0 STATE OF ;4u ii�Fs:,C O R , 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 �Z 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. 8/28/2017 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 LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#582011239 JABARA 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,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 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-1X BUCKS ARE SHEET DESCRIPTION: OPTIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: ogTE: 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. BAT 04/29/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWc#: 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-154 F FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:25 5OFf" MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 _ SEE TABLE 1 BY OTHERS 190U SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OT 1/4"MAX.SHIM HERS i W W W.CW S.CC SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST.SEE TABLE 1 SEE TABLE 1 INSTALLER 4 8100 PVC IN PERIMETER SEALANT _ INSTALLATION ANCHOR ' SINGLE HUNG INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND MIN.EMBEDMENT FLANGE BY INSTALLER 1/4'MAX.SHIM SEE TABLE I NON-IMPACT 0 . LiO �a PERIMETER SEALANT Z W J O Q I-z W PERIMETER SEALANT BY INSTALLER W Z 0 Z ~ BY NSTALLER OUT INSIDE AND OUT O H W Z O�2 2 INSTALLATION ANCHOR Z Z=2 Q m uJ 0 0 SEALANT BEHIND SEE TABLE 1 O O F-O Q=F, INSTALLATION ANCHOR INSTALLER --'EALANT BEHIND O U W�Z a F-U)d SEE TABLEI !TYPICAL F STALLER O Z07 ~HORIZONTAL SECTION CCZONTAL SECTION Q O Z 0v)O 0 LLzTYPICAL JAMB ANCHORAGE 6 FIN ANCHORAGE Z <a�a O H F F Z AND SILL SIMILAR FOR FIN INSTALLAT N W 0 0 U):3 W W U LLin OJtgF C7 0 0 WN0 (L EL m m> 114"MAX.SHIM a F- IL M d SEALANT BEHIND FLANGE BY INSTALLERO RELY PERIMETER SEALANT UP5-y\G ENgF ti MIN.EMBEDMENT J: 'to BY INSTALLER SEE TABLE 1 v: No 58201 �1-P INSIDE AND OUT SUBSTRATE BY OTHERS - 0:, STATE OF -;4Q SEE TABLE 1 - MIN.ED DIST. 9e<O R 10 P,��e1�d A VERTICAL SECTION SEE T LE 1 QO ����iS�ONA;EC�`%N 6 TYPICAL SILL ANCHO TABLE 1:APPROVED INSTALLATION FASTENERS 8/28/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-118" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. LA GE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 PbWGt CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT p HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KW IK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: FLANGE 7/16" BAT 04/29/08 1/8 KSI YIELD MIN) #10 G SELF-DRILLING SCREW THRFULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG tt: REV' 1/8"ALUM.(33 KSI MIN.)OR DRILLING GRADE SCREW TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 CWS-154 F -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS __ FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6 OF 6