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HomeMy WebLinkAboutProduct Approval (3) i 7/22/2019 Florida Building Code Online Busifiess • Professional Regulation u r fig BCIS Home I Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ! BCIS Site Map I Links ! Search j b a r A Product Approval IUSER:Public User SaF^ I Product Approval Menu>Product or Application Search>Application List o.+ o 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 Custom Window Systems Inc. Steven M. Urich, PE Approved 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.Co r'aht 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: ® ® eChzck Credit Card Safe i httpsl//www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 GENERA SINGLE HUNG - NON-IMPACT 1.THEP PRODUCT ® , SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 54 3/8' EDITION. 1900 SW 44TH AVE. MAX OVERALL OCALA,FLORIDA 34474 FLANGE WIDTH MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2) WW W.CWS.CC 531/8" FLANGE WIDTH MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". 4815/16' 531/8" 8100 PVC GLASS DLO MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): A 4815116" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG GLASS DLO GLASS TABLES ASTM E-1300-04801/09. NON-IMPACT } __ _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 77 1/4" -� INFILTRATION TEST PRESSURE AND GLASS TABLES O EV RALMAX L 1 33 S116" 69 1l2" ASTM E-1300-04e01/09. Q Z Q z FLANGE O I GLASS MAX OVERALL 1 33 5116" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z w o ¢ O w HEIGHT Z6_ B B FLANGE 1 O GLASS IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR LL1 z 0 Z Q— ~ MAX HEIGHT DLO DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O ¢O z O D:3 m UNIT 7� 68 1/4" ANCHOR CALCULATIONS. z z x 2¢w w 0 0 HEIGHT B MAX O 0 1-0 V a=F it UNIT 0 UOF FtnO- 3s 11l16' 6 HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE p z—rn z Z F D O MAX. �/ C 33 3/8' 30 3116" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z O 0> >O— SASH x I 6 GLASS MAX 1 X Md GLASS a —Z O W Z O LL V HEIGHT I DLO SASH 1 } Q 2�o w p=O Z D DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT f r 4 s HEIGHT C USED AT FIXED MEETING RAIL AND JAMB. �}Z)�O w OtAIx w U)O w 0W A A C 8.SERIES/MODEL DESIGNATION SH-8100. a z=a 0 0—rn s 0 wrw Q. 46 5116" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: _ �w GLA GLASS DLO X=OPERABLE SASH,0=FIXED SASH ° ~ o_ o_ EQUAL SPLIT 5 HI SASH ORIEL 10 LOCATOION.ALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `,``P�.PN`coRE...........rG�,,� �.v F X 54 3/8' 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4"FROM BOTH ENDS. :�t No 58201 t�-P MAX OVERALL FLANGE WIDTH 53 tl8' �MAX.UNIT WIDTH� �0:' STATE OF GLASS DLO LUCKS 'pi�QS:,� R 1Qp'o481 ��;!�, 6351 Turner 1 -- 2017-08-30 �����5'�"'A'„E�;��� MAX 17:10+20:00 OVERALL 33 5116" FLANGE O GLASS HEIGHT DLO 62 F MAX UNIT 8/28/2017 HEIGHT 24" 2011/16° MAX SASH 4 X GLASS LUCAS A.TURNER,P.E.HEIGHT DLO FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 46 5/16° PH.941-380-1574 GLASS DLO SHEET DESCRIPTION: 60/40 SPLIT ORIEL GENERAL NOTES AND MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: TIONS TABLE OF CONTENTS GENERAL NOTES&ELEVATIONS.....1 EQUAL—) 53-1I8"X " BAT 04/29/08 DP CHARTS&GLAZING DETAIL........z 76 SEE COMPARATIVE ANALYSIS NONE DWG#: REV.: SECTION VIEWS&ALT.FRAME........3 5 HI ORIEL 53-1/8"x68-1/4" NONE EXTRUSIONS&B.O.M.........................4 CWS-154 F ANCHOR SCHEDULE&NOTES..........5 60/400RIEL 53-1/8"x62-1/16" CHART, SHEET NONE SCALE: SHEET INSTALLATION DETAILS.....................6 1:33.33 1 OF 6 Design Pressures(PSF)with Glass Types A.B.C.or D Unit Sash Unit ' Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 9 1/2 41 1/2 43 1/2 47 1 51 1/2 53 1/8 WINDOW SYSTEMS /JI 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 1 OCA LA,FLLORIORI AVE.DA 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 43 1 8100 PVC 47 1 2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 -75 +50/-75 j +50/-75 +So/-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 - 2.7 +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 a Z 3: ¢z 59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-7s +50/-66.8 +50/-59.5 +50/-57 r o w O )w 0 0 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 Lu Z 0 z y o 3 m 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 LL I-w�'z i--�:g x Z Zx2¢Ow00 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 +50/-53 O 0 h O'j¢=F of U U(nI- D-FU)a 71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-s6.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 Z Zo-U)-z 1-c=i w 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 } I- o w 0 Oz LLO 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 } �O ui w w �u1wO�O_I- EL 0 w 1-0 EL X a w�W�n a o 7/8°OVERALL 718°OVERALL 7/8"OVERALL 7/8'OVERALL 1/8"ANNEALEDF-3/16"ANNEALED 118"TEMPERED F 3116"TEMPERED DR 5/8"AIR SPACE 1/2"AIRSPACE 518"AIRSPACE 1/2"AIRSPACE VP5•�.G .... F 1/8"ANNEALED 3116"ANNEALED 1/8"TEMPERED 3/16"TEMPERED No 58201 SIKAFLEX 552 OR 46 SIKAFLEX 552 OR 46 PURF "H" 46 SIKAFLEX 552 OR 46 SIKAFLEX 552 OR PURFECT GLAZE % .• STATE OF ;W PURFECT GLAZE"H" PURFECT GLAZE"H" PURFECT GLAZE 1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE 112"GLASS BITE 0 n � 8/28/2017 0 0 1LII LUCAS A.TURNER,P.E. FL PE#58201 GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE: BAT 04/29/08 DWG#: REV.: NOTE: CWS-154 F IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE' SHEET 1:1 2 OF 6 ' INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 45 32 54 1 38 13 35 3 24 4 D D o D 8100 PVC _ SINGLE HUNG NON-IMPACT 45 Q Z � QZ2i ow0 wwoo a Z W�o W 0 ZOZ}ow�m 14 33 Z Z=mQ�2'OO 3 1 53 17 65 66 63 19 4 0 O 1-O Q 2 O_� SECTION S-B 0 z�co-i~-?Ln Z 00:1 7U- 53 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ U)Z O,C) RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ O w r O I~11 QO w U)0 w�)w 1a it Zia O-1tnH 3s D. WF---O d2BE>_ 40 (L a w I, 71 4 INTERIOR ,` �PNOREW 5 fT46, s Qyy� 48 v t No 59201 6 8 pro: a 16 � ONA11►s?,,, 6 66 10 6 46 69 f� 48 8/28/2017 18 a �IU 13 O 33 LUCAS A.TURNER,P.E. 2 U FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 288 30 � 45 PH.941 380-574 SECTION C-C SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 04/29/08 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-154 F 20,23,25-26,31.36,37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 3OF6 PARTS LIST FRAME CORNER //� ITEM PART# DESCRIPTION VENDOR MATERIAL 31/6"� CONSTRUCTION f1 JJOWSYS]YYJI- 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 69 15/1s'-y �23/16 WVIN�I�YISLW(((YYYSIIIYUUUS///TuEu�uS° 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl OCA A,FLORIDAAVE. 6 OCALA, LORI 34474 4 H5031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 1D WWW.CWS.CC 5 H-1836 Meet.Rail,Fxd. Keymark Alum oB 1 LE1 1 i_71 1/16"8 H-1497 Sash Meet.Rail,PVC Mikron Vinyl 39N6" o 1/18" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum J_ tn6" 8100 PVC 10 H5028 Sash Bottom Rail,PVC Mikron Vinyl CORNER WELD (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bat.Rail Mikron Vinyl PVC SASH BTM.RAIL PVC SASH MTG.RAIL 1.6 NON-IMPACT 13 S-1498 Reinf.S.B.R./S.S.R Keymark Alum 1° H-6028 H5027 14 S-6064 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 Giz.Bd.,7/8",Sash,Horiz. Mikron Vinyl H-6026 1­- ❑w 0 CO W 0 p 17 S-6064 Glz.Bd.,7/8",Sash,Vert. Mikron Vinyl 3 w z O z 0z L:-I_ 1B S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl t tl2" ❑ ¢rn§>_O EL 5 Co 19 55014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 3 1/8" -I 1 3116" Z Z=g¢Q�w O O 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl ou 1 5 O O�O t j¢a F�a 24 P-2190 Balance BSI 1pI 2 1© FIXED MEETING RAIL ❑ Z-U) Z F ❑ 25 P-3059 Sash Cam,PVC BSI Plastic U 1/1g° SCREWED TOGETHER WITH Z O 0 U of 7 U- 3 21/6" OUTERFRAME ¢ F 2 Z O tL U 26 P-3046 Take Out Clip BSI SS 4 1 5/g° f 1� 1:8 ¢ p W O H O Z 27 P-3783 Lock,Impact,PVC Interlock 211l16° L I ll 1116^ ¢ O"�}j�z0� 28 P-4069 Keeper,Impact,PVC Interlock Zamac �p70 1/16 L U w 0 V)W U)0 Lu(n w 30 P-4479 Weep Cover w/Flap Gaer PlasticL 718, a Z= - �0-rn 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL FIXED MTG.RAIL O w F-00 Q.=ix 33 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H 6004 H-1836 a tz- D- of nw 34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC FRAME FLANGE H-6031 ,�%%quga.p 36 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab :1 v35 P-3429 Wstp.,0.270 x.187 back RnSeal,Gray Ultrafab , y pEry$TGQ2��, 37 P-4638 #8 x 2-1/2 PH Mod.Truss Type A,Tek 2 Ajax Steel 1 1/B" 1 1/8" J: 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 5lts° 1/2° No 58201 :75 39 P 4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 19 18 13Fvff D 40 P-4264 #8 x 314 FH PH w/#6 Head,TEK,Wht Hub City Steel 1/16" %9=, STATE OF 44 P-3342 Seam Sealer,SM5504 Schnee 1/16° 1/16' 'O: 4L, 5 P-3752 Cap Plug, 1/or Pulrfect Glaze"H° Sika/Henkel Nylon PVC SCREEN SUPPORT PVC SCREEN 3 S5029 CATCH PVC TOP ', S�ONA...# 4 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber tself oil%, 51 P-3881 Temporary Lbl.(NFRCIDP) 52 P-3613 CWS Lbl.(logo) Pro Label 53 Glass,Fixed(See Sheet 3) 5/a^ 3/4^ 3/16'� 1/4° 54 Glass,Sash(See Sheet 3) r 14 z� 55 P-3281 Spacer(see sheet 3) Duraseal 1' 9 73 f8• 15 8/28/2017 56 P-3281 Spacer(see sheet 3) Duraseal 1/16" 7 16 62 P-3218 Screen Frame,Horiz. Allmetal Alum } 1 LUCAS A.TURNER,P.E. 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.SASH MTG.RAIL REINF.SBR/SSR FL PE#58201 64 P-3321 Screen Frame Comer Key Allmetal Plastic H-1497 S-1498 PVC GLAZING BEAD 1239 JABARA AVE. 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettenve 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 1/2•—�-{ 9/16' SHEET DESCRIPTION: 6B P-3033 Screen Spring,SS Fl.Screen SS ins° 71 69 H-6026 Main Fr.,SH,w/Fin.,PVC Mikron Vinyl 13, E BOM AND EXTRUSIONS � 70 1 5/16 70 P-3113 Screw Support for PVC T.Plastics Nylon 1� DRAWN BY: DATE: 71 S-6063 Fixed Rail Cover Mikron Vinyl SCREW SUPPORT BAT 04/29/08 P-3113 DWGft: REV.: PVC FIXED RAIL COVER CWS-154 F LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. S-6063 SCALE: 6-7,11,21-23,29,31,41-43,47,49-50,57-61 SHEET 1:8 4 0 F 6 WINDOW SYSTEMS 14"MAX.O.C.(TYP.) 4"MAX.(TYP) 8"MAX.O.C.(TYP.) OCA A,FLORIDA AVE. 6"MAX.(TYP.) 4"MAX.(TYP.)� W W W.0 W S.CC 34474 6"MAX.(TYP.) SEE NOTE 2 SEE NOTE 2 FT 8100 PVC B SINGLE HUNG MAX D.C. NON-IMPACT p I (TYP.) O MAX.O.C. Q ¢Z O ww o (TYP.) INSTALLATION Z W J D ¢�z W THRU FRAME ANCHOR ANCHORS TYP. Wp z O z}O t-m MEETING RAIL AT FIXED MEETING RAIL 0 F W Z 0 CENTERLINE (TYP.) O O F=-O a Q W 0 0 U U(n�Za1-0n- a"(TYp) ❑ z-0-zF_nw 4"(TYP) X X a F—-,2 0�Z INSTALLATION O F F O Z CO ANCHORS TYP. F F} tL j 3 0 W UW00J(nI- 4---_ O Wr0 ax° } w w� aOfa A OR LAYOUT-IFI ANGE ANCHOR LAYOUT-(FIN) Nff rrr auurr ++ PNORE W V v No 59201 ;13• �9�; STATE OF ;ski` ���SsIpNA;E�JJ++ 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. 8/28/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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. 01 BE PROTECTED TO PREVENT REACTION. FL # A 1239 JABAR AVE.A 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 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-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"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. 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. DWG n: 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),FMAIAAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:25 5 OF 6 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 1900 SW 44TH AVE. SEE TABLE 1 ( SEE TABLE 1 BY OTHERS SEE TABLE 1 SUBSTRATE BY OTHERS I 1/4"MAX.SHIM W W FLORIDA 34474 CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 Of PERIMETER SEALANT SEE TABLE 1 8100 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLET SINGLE HUNG SEALANT BEHIND C� SEM. E TABLE EMBEDMENT NON-IMPACT FLANGE BY INSTALLER 114"MAX.SHIM O d 77 ¢Z� Rem:' _ PERIMETER SEALANT Z W J 0 Q I-o W PERIMETER SEALANT BY INSTALLER w Z O Z EK E: L- BY INSTALLER o INSIDE AND OUT O LL F W§Z 0 3 INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 Q�w Q 0 INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 O O F-0,3 Qa=I.., INSTALLER —SEALANT BEHIND Z F to a SEE TABLE 1 (ff: FI STALLER Z O0UujZ�0-RIZONTAL SECTION �C� HORIZONTAL SECTION Q H Zw O w ZPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE �Qy 0 F F-F Z- HEAD AND SILL SIMILAR FOR FIN INSTALLA N LLI Lu Z p �O W L Q. a (L w=-O aOx�r 114"MAX.SHIM f1 F" d xSEALANT BEHIND FLANGE BY INSTALLER o ,,```�DREWII-,; �9 P TG���i PERIMETER SEALANT MIN.EMBEDMENT „Ji 1•• No 58201•••'L�� BY INSTALLER SEE TABLE 1 INS DE AND OUT %C*C -b: eae 9 STATE OF •W� SUBSTRATE SEE TABLE I BY OTHERS - - ��iO .'C MIN.ED DIST. S' SEET LE1 4� ���oq��NAt•�����` A VERTICAL SECTION fl +1jjjj110 6 TYPICAL SILL ANCHO Lf TABLE 1:APPROVED INSTALLATION FASTENERS 8/8 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" 1-1/8" 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 1" INSIDE AND OUT �1 PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON V, HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7116" BAT 04/29/08 #10 G(33 KSI YIELD MIN) SELF-DRILLING SCREW THRU 0 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG ff: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-154 F 9��: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 Owner: MacDonald WINDOW REPLACEMENT Address: 372 Traub Ave Fort Pierce, Flor Contractor: South Florida 4807 So Fort Pierce, Replace (8) windows i n (7) openings. Office: (77. All openings have existing storm panels & tracks. #5 #6 #4 #1 = 37' .X 63" #2= (2) 37" x 63" Mullei #7 1 #3= 37" x 63" #4= 37" x 38-3/8" #5= 37 x 38-3/8" #1 #2 #6= 26-1 /2" x 26" #7= 37" x 38-3/8" GARAGE #3