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HomeMy WebLinkAboutProduct Approval 10/29/2019 Florida Building Code Online s- - S BCIS Home Log In User Registration } Hot Topics i Submit Surcharge Stats&Facts Publications Contact Us ! BCIS Site Map % Links 'Search Florida 8 jun Product Approval 0400 a .USER:Public User RECEI�/E►._. Product Approval Menu>Product or Application Search>Application Lis[>Application Detail f�Ap •: FL# FL16177-R2 0 C T c� Application Type Revision Code Version 2017 ST, Lucie County, Rtrrrlittinc Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue 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 g f amonteverde@cws.cc Category Windows Uj Subcategory Single Hung 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 d) Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-0B 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPrafAGH[xlsgtjUObEAbzoQ°/a3d%3d 112 10/29/2019 Florida Building Code Online 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 10/03/2017 Date Approved 12/12/2017 Summa of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.pdf Approved for use outside HVHZ:Yes I Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other:SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R2 AE EvalReport812C.pdf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AccessibilityStatement::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 dick here. Product Approval Accepts: ® ® e0fieck M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (/V TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 190U SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 51 7/e"MAX.UNIT WIDTH SINGLE HUNG 47 11/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z ¢z 3 -- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. z w o o a w❑czzw w zOz W � 63" _ __ I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED Q F w Z 0 w MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Q O 2-O¢x w O 0 OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD I1- ,3 2:�w HEIGHT FLANGE ANCHOR CALCULATIONS. ❑ z_U)z z 7 U)_ B O I B 26 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE '4 -Z O g z O u.O DOGLASS NOT REQUIRED. ¢ 0 w F Fz-O z I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I j O O w>-5 W Q W 61 3/4" 1 I USED AT FIXED MEETING RAIL AND JAMB. � Z(0w 0 w U)w MAX. CLUNIT xa xO�rn HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. w x~w w w D 6- 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:14 30 3/16" I 1 X=OPERABLE SASH,O=FIXED SASH J"'ro PN...VW 77 1 I MAX. 26 7/8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ..Z.0 : SASH `, I GLASS LOCATION. No 58201 •••'mi1^. HEIGHT X I DLO / - g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. *' • '*- I OF .:4lu -- __ --- LucasTurne 6 A r 451/16" 2017-09-22 �Z GLASS DLO 13:36-04:00 a6 3!6° 9122J2017 MAX.SASH WIDTH — LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEE1 DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DW(;P; REV.: EXTRUSIONS&B.O.M........................4CWS-812 C ANCHOR SCHEDULE&NOTES.........5 51-7/8 x61-3/4" +/-70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS....................6 sCALE� SHEET 1:15 1 OF 6 wIN®ow sysrErls 19UU SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 W S.CC 8100 PVC SINGLE HUNG IMPACT a z 3: aZ3: 0w0 awoo Z zJOz w-�- O ;i:w >-0X3m_ IL F-w zl-.��= —7/8'OVERALL INSULATED GLASS —7/8"OVERALL INSULATED GLASS Z Z S:R Q 1/8"ANNEALED OR TEMPERED 118"ANNEALED UR TEMPERED Z U7 a O U) Z) 7/16"AIRSPACE 7/16"AIRSPACE ¢ 0 z U//l Z=0- F--w200wZ 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS Z F-F- Z 1/8"ANNEALED 1/8"ANNEALED W O"wW V 1 W�O w O w .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT a0 w Fy:0 d 0 } 1/8"ANNEALED —118"ANNEALED a F a Ir �w� a QUANEX DURASEAL QUANEX DURASEALIG SPACER IG SPACER 4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE'H'OR SIKAFLEX 552 :��Pg,PNQRE •E NIvv,rG,'i�i 58201 •":�-p 14 1/2"GLASS BITE 14 1/2"GLASS SITE 46 4 STATE OF ;�4/� 3 ,p'nFs <O 141 10 R � 1 12 O �ayjoN A11 o�,� FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE.. NORTH PORT,FL 34288 PH.941-380-1574 SHEEI DESCRIPTION: GLAZING DETAILS DROWN BY: DATE: BAT 06/18/12 DWO 0: REV.. CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 sCALE: — SHEET 1:1 2 OF 6 w INTERIOR WINDOW SYSTEMS 19OU SW 44TH AVE. OCALA,FLORIDA 34474 4 3 2 53 12 38 13 32 3 24 4 www.cws.cc -LL8100 PVC 70 _ 0 SINGLE HUNG p IMPACT 45 1 Z WJ ❑ X=-U)w - O ❑ _ 'clEw WZOZ 32 o I-W�zO LL 2i�= 14 3 14 54 14 z Z=2¢m W O O 6 666319 4 O OHOVQ=Fx SECTION B-B U vU)F'z0-1-u)a o z —z ��U) 54 O�UtA =U— NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ a z'�z0 O LL Z RIGHT SIDE SHOWS SASH SECTION VIEW. <¢O H�H=-0— Z'6 Il OO Wc}p0 w U)w 14 z CL J 39 d p WF=-=O, w=L� 40 a I=- o_ Iia 72 2 28 1,10RE4Y,''•i 1 32 INTERIOR �� PN t '•. ae v No 58201 62 '-P% STATE OF :4 14 53 •'•ss�0NAiE����� . g 10 66 62 32 -© 9/22/2017 32 3 18 6 ----- 2 74 LUCAS A.TURNER,P.E. FL PE#58201 30 3 1239 JABARA AVE. pp NORTH PORT,FL 34288 o PH.941-380-1574 SHEER DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWO 0: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 30F6 PARTS LIST FRAME CORNER /J 7 �y REM PARTq DESCRIPTION VENDOR MATERIAL 31/8" CONSTRUCTION (l TTl/](�g 1 H-6031 Main Fr.,SH,w/Flg.,.PVC,Head Mikron Vinyl ��JISRll1y(l 2 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl — _ WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 2 3/18 3 �I` 8 1900 SW 44TH AVE. 4 H-6031 Main Fr„SH,w/Fig.,PVC,R.Jb. Mikron Vinyl OCALA,FLORIDA 34474 6 S-1577 Impact Hook Keymark Alum 10 WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 4 1 518" - 9 H-1497 Reinf,Sash Meet.Rail Keymark Alum p 1/16° 10 H-6028 Sash Bottom Rall,PVC Mikron Vinyl ry .L - -1/16" 1/16° CORNER WELD 8100 PVC 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl uO (ALL SIDES) SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl ¢ Z � ¢z 3 20 5-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 1/2 3 z w O ¢w o 0W 23 H-1699 Reinforcement,SBR Keymark Alum 7/g^ 13/16" -{ o z O z c=?f- 24 P-2190 Balance BSI 9/16—r—� 12 1 LL �w�z�cr�3Ei x 25 P-3059 Sash Cam,PVC BSI Plastic z z=O¢<w O O U 2F 0 26 P-3046 Take Out Clip BSI SS � 1 5!8" 2 il8" 1/16" FIXED MEETING RAIL O O O?a~ a- 27 27 P-3783 Lock,Impact,PVC Interlock 1/16^ 1 I SCREWED TOGETHER WITH Z O �U- 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1/16 JII OUTERFRAME ¢ F z LL g Z O LLZ 30 P-3215 Weep Coker wl Flap Gaer Plastic REINF.,IMPACT HOOK-1112 1'8 2 Q O H H Oz- 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1838 w 00 X>-O w to w 37 PA638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Faslenal Steel Z U)w O�rn F- 36 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16a x D_ o'O v1 11x° O w F-O Q- 9 x >- 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 112"_ 1 1f8" 1 1!e'y a rz a uu'�:nw.U) 40 P4264W#8 x 3/4 FH PH w/#6 Head,TEK,Whl. Hub City Steel 2p I r I 44 P-3342 Seam Sealer,SM-5504 Schnee 718" �j_T 18 1 516" 1J 19 � NpREVY�r��i 45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/18" l 045" 1/16 �`�h P" 47 P-3438 Sikaflex 552 or Purfecl Glaze"H" Sika/Henkel 1/16' i_ GP.-��GENg�.--pL,+ 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201 :�71 51 P-3881 Temporary Lbl,(NFRC/DP) t; 52 P-3613 CWS Lbl.(logo) Pro Label 53 Sash SEE SHEET GLASS 314" 314. 518" 1!a"- - '� , STATE OF :W 54 Fixed SEE SHEET 2 GLASS 3/16 , 23 r'O�`''F P•.'?�� 56 P-3281 Spacer Duraseal 13 15116" Q 1/16^ L 1It6" 7/}" ''. S'ONA,tiIaGP` 62 P-3218 Screen Frame,Horiz- Allmetal Alum 1116° �— �J` 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6084 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline,:155 Dia.,Blk. Dapa Vinyl i 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring,SS FI.Screen SS 9/22/2017 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum rp 3/16" FL PE#58201 72 5-6063 Coker,Fixed Rail Mikron Vinyl 0 1239 JABARA AVE. 73 S-1112Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 112",Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5116" 1/2" SHEET DE5CRIP110N: — LINE ITEMS NOT USED: 5" 3/16 5,7,J1,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61 TT ,69 i 6 i---3^ -{ BOM AND EXTRUSIONS 7 1/16" /8" -LO -70 SCREW SUPPORT-3113 DRAWNBY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWGN: REV.. CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, SCALE: ---- SHEET 1:2 40F6 6°MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS 19UU SW 44TH AVE. 6°MAX.(TYP.) OCALA,FLORIDA 34474 -- W W W.CWS.CC —SEE NOTE 2 10112" 1 1 8100 PVC MAX.o.c. SINGLE HUNG mL O INSTALLATION IMPACT ANCHOR(TYP.) I- aWO QwOpW Z WJE w ZOZ X-fit LL l'—Lu Z �m _E M I G NAIL Z Z=2 a X W o0=O 4"(TYP.) 0 OU)I-ZaFwa I I Z zo3mz�ULn a NZW2pOLLZ Y r a30w-=O_ 10}12" /\ ¢ Co tY��jj�0ui MAX.O.C. r Z�a�00�U))� (IYP.) I I 0 wr0 am�� a r d X�a 4 (TYP.) -- JL—L -- -- -- :p'P1D R6 W . VP.4,C E 5'F•.'Qy. 4"(TYP.) NO ANCHORS REQUIRED IN SILL— �v.'• No 58201 •'m-P= ANCHOR LAYOUT-(FLANGE) "P STATE OF :W i Off. c 40 ��.to •<O R 1 O p'�0\� NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 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. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 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#58201 1239 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 CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWO a: REV.. CWS-812 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: -- - FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT �""'•"�®"""•11111/.( MIN.EDGE DIST. SEE ic SUBSTRATE WINDOW SYSTEMS BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4" SEE 1 ABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS— WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT - PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. BY INSTALLERXA SEE TABLE 1 8100 PVC INSIDE AND OUT �( INSTALLATION ANC �L SINGLE HUNG •SEALANT BEHIND 0 SEE ABLE IMPACT FLANGE BY INSTALLER l_1/4"MAX.SHIM ZZ WJn a WI--WW ZOZ 0_C�H ibn ETER SEALANT O IQ-W Z�O�Of 2_ TALLER Z Z2,2 Q w W p 0 INSTALLATION ANCHOR AND OUT Op OO O U a I-U)aSEE TABLE 1 NT BEHIND Z j Z I-�W NGE BY INSTALLER ¢ O Z U to Z U . _ 1- LL 0OLLZ HORIZONTAL S' '- t 2 Q p F-F-F--O CONTINUOUS DOUBLE 3116"BEADS OF 6 TYPICAL JAMB ANCHORAGE FQ- I x yy U) O TREMGLAZE U7600 SEALANT AROUND - p❑(- PERIMETER AT ALL INDICATED POINTS W LL V)w W W U W BETWEEN FRAME AND BUCK BY INSTALLER. a ?=d W p p Ill F-0 Q.a: 1!4°MAX.SHIM a F a � W ul SEALANT BEHIND 0_ FLANGE BY INSTALLER {`1 ORE 4v PERIMETER SEALANT �J ; �5:4�G BY INSTALLER MIN. v: No 58201 -P INSIDE SEE TABLE 1 = AND OUT ' S p: %9 STATE OF ;�U: SUBSTRATE BY OTHERS II �O• <U: SEE TABLE 1 - -F—MIN.EDGE DIST. ,i4'�d`,'•c(O R 1p P;'��`�� A SEE SABLE 1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE ff 9/.TUR 7 TABLE 1:APPROVED INSTALLATION FASTENERS a1L�'I LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. _��� FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN. 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288 HOLLO UT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT RT PORT,FL 34 CONCRETE(2.85 KSI MIN.) 74 3/18"ELCO ULTRACON 1" 1" /� HORIZONTAL SECTION �6J BOX FRAME INSTALLATION 7bHELI-DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-112" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/B" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, ZX MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DR—AWN Br: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR[TW FULLTHREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWC# REV.- INSIDE EV:INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREADPRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C 118"STEEL(33 KSI MIND DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SCALE:--- SHEET 1.2 6 OF 6 f