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HomeMy WebLinkAboutBuilding Permit Application (2) •Florida Building Code Online Page 1 of 2 #2- 7 ��, 7 rd_, - 134161 e'1'1 1 riti'll.16k.411.1k-:1 LesA t1L74:a 3' 411=a2EZZ SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search dble'daprProduct Approval axe USER:Public User Product Approval Imp,>Product or Application Search>Application L s(>Application Detail 6 a ' spy a1 FL# FL1617 -R2 Application Type Revision Code Version 2017 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 245 kpine@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 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 Lucas A.Turner the 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 V Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.pdf Referenced Standard and Year(of Standard) Standard Year I AAMA/W D MA/CSA/101/I.S.2/A440-08 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_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl Oy... 1/3/2018 Florida Building Code Online Page 2 of 2 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 ummary 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 CVIS-812C.pdf Approved for use outside HVHZ:Yes 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. FL16177 R2 AE EvalReport812C.pdf Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. DM 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,::privacy Statement::Accessibility Statement::pefund 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 tar_q_. Product Approval Accepts: Eta FE ;CVI Credit Card Safe seduritymk-nt±es, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y... 1/3/2018 URNER1239 Jabara Ave. North Port, FL 34288 -T ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C August 29,2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8"x 61 3/4"unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 6`h Edition(2017) 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-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A, -2, and-2A, by National Certified Testing Laboratories, Orlando, FL,signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite -• Requires Kuraray (Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021. • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101. t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017)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. lsuii*rrg 76 ;`I`%Cr.%eE�«5$-..;p,✓1+'* „v: No 5E201 ""' �: STATE OF 4Ufi � � 8/29/2017 '.#,;` '' .,: ! G*$' Lucas A. Turner, P.E. 4'frs/ON `�or FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT GENERALNTES: _ . aub1198* e,,1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDWINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 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. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8°MAX OV RF A i FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". ,7/8"MAX.UNIT WIDTH SINGLE HUNG a711l,s'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 INFILTRATION TEST PRESSURE AND GLASS TABLES o w O w p O ASTM E-1300-04e01/09. Z w_10 <I--w w w ZOZ ��-?I_- 63' __ _ _ __ __.7.I __ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED1_720 Z O 3 MAX. T— IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x M¢0=w O 0 OVERALL I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0100 a I-F-G_ FLANGE HEIGHT r ANCHOR CALCULATIONS. 0 z-i Z Z��..coa. 0 Z o0,,-(6-DO- B I B GLASS 26 6" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ t= w g Z0 0 LLZ DLO NOT REQUIRED. > <, O w F M O- IV 3/4" I I 7. USED ATMES FIXED AND MEETING RAIL ANDWELDED. JAMB.SMALL JOINT SEAM SEALANT wa z W UNITow O WI-0 W:):=,> HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a I G. G: a [II 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH,0=FIXED SASH `�i' OREW !,, 303/16' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR •jVPS•�\CE/VSfiG"Q,� , MAX 26 7/8 LOCATION. SASH `, GLASS z-v. No 58201 :'1i HEIGHT X e DLO *: '. 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. + :90' STATE OF ;�� "� I �,„c„S'.1pR1.?P�� I 0I ••'s CI A+-J t 45 1/16” _ "7'7 GLASS DLO - 48 3/8" 9/22/2017 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 - 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 _ SHEET 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 DWG 8: REV.: EXTRUSIONS&B.O.M 4 ANCHOR SCHEDULE&NOTES 5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACTCWS-812 C INSTALLATION DETAILS - 6 SCALE: SHEET 1:15 1 OF 6 WINDOW SYSTEMS i '�� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG . IMPACT a ? azo P ❑w0 V1w d W ZOZ 2= -Fw- I F-wz F- _ 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Z Z 2 2 a 2 w o O O ILI - 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED o Z S)Z Z O u) 00(11 7/16'AIRSPACE 7/16'AIRSPACE < 0 Z yL 2 Z 00 LL Z 5/16'LAMINATED GLASS 5/16'LAMINATED GLASS 2 M Q O I-~F-2 -- 1/8"ANNEALED 1/8"ANNEALED W_ Li_O❑W(}i1 O w O W 2 z(nw OJ(/1F- - --.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 0- =Fa- W 0 W r--118'ANNEALED i 1/8"ANNEALED a I- a 2 a i I QUANEX DURASEAL p QUANEX DURASEAL ��r, NpREk p IG SPACER IG SPACER �``� (y� P,...... ,t,,-, f CD PURFECT GLAZE"H"OR SIKAFLEX 552 GI PURFECT GLAZE"H"OR SIKAFLEX 552 "C E •- i,¢'' • .7 .GP:ti` S� 1�.v 7• No 58201 :�-P. L_1 ' 1/2"GLASS BITE 1/2"GLASS BITE *; * 3 r:;1"ff-- . 6, �,� z..131, STATE,STATE OF 41U ® v ,e'..,0 F1 1°••A.• •',,,ONAL c..0` �1 L ZZ SASH LITE -i 9/22/2017 FIXED LITE LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG 8: REV.: CWS-812 C r SETTING BLOCKS PER FBC 2411.3.3.11 SCALE: SHEET 1:1 2OF6 • 930E Z:I. 133HS :31V06 99-L9'49'99-99'ZS-L9'44'LE-95'9Z-9Z'OZ O Z L9-SM0 :A1121V10 MOd NMOHS ION SI aLI :310N 731,1 :4 OM0 Z L/8 L/90 1V9 :31V0 :A9 NMVi10 SM3IA N01103S V-V NOII3 S .NOIldIi13930133HS 0 �I 4LSL-08E-Lb6"Hd 1� 88Z4E id'110d H121ON r i;�` '3AV NMVSVf 6EZl j IL II LOZ99#3d 13 Qj�1N�"J 3'd'2i3N2lfll"V SVOfII bill" P P r �z' ® IIIIft ,` 1 m L LOZIZZ/6 J m CD m �J`�� 0 t 11......... jy..4):�, zrir�: i. \V Cl, II- ,/ Z MOO IM WOlSf10 AO NOISSIW 3d �'031191H01:1d SI ON!'SIA131.SAS �re-��`••* a3�,ti���% °' w O a0 0 w Il- v U M H N311121M 3H11fOHIIM 31OHM ,'J' u. bbZ'I' I a!o Q`'`ro' D m =O g to w > > X V V SV 21O 1IVd NI NOIiOf10OHd32I 1/') N O c..)%‘') , T o N LL o a w apU a W Q ANV'ONI'SW3ISAS =�jW 1n t F ¢:'t. i� N xatacccn co 0 o a F K U p J — MOONIM WO1SfO AO Al2I3dOId -.1.i......0, O a 0:,-,: l N F w ma O; a w P�ca — 0 21052H1SI�JNIMV2I0SIH1 � ;)z m� � rn aarn2°' Z �' O 3 O Z NI 03NIV1NO0 NOI1YV 0dNI 3Hl :t.04:•.... • 0.` LL�, x n < > °Dco a u) ry 3 °2 O 3 0 1V11N3OIdNOO ONV A21V1312IdO2id �',,0 0 i.u�pP.�`.,` Z CI ce a = m m 3 O DJ u m o o m x r ,3 0 ce LT, m c wO 9 - - 0_ 20 O V / 3�m 1� tz� m a 8 d US �u3 �� WUtr� 1 a w� z2 CD � ��� J N L 03 W I Z i ::,:. 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D o 2 2 2� E,n re m io cc o 0)cnn rn cc w"co F 3 Y' �W V V.in ci rn 15 -F c3..)co uu)i co co u) co u)co co co co a ci ce.W Z� w R" r r t0 V O ' 8 8 O (n(O 2 2 h m m 00, 3 N N CO N CO (O f0 (A W M ^ O (0 N u) J !h(+I c1 c0 r ch..; 0) N O O N T lA h OD fD N O O 10 fh N m L a W N N N(h N O J 0 0 O O N O NI O O C 0 0 0 0 co O g N. O N O N. tD g r y co ld (O fO m N N N co 1n N O O 2 0.Z- 8 2- (9(4 (4((4 c4 W W S' (4 0? (4 c�I c' v c?0. Y D.O N M f.c? ro Q 0.u) w Q m M '? m Q M M c� (4( c? - - a f�2222v�x=22(nmwcnu)=d o.n. a.a a.a.a. n.a a a a.a. da. n ad,aaaaaaa = u)EhCL Iii 1 - _ w N- I- .2 N t7 C O W (P O N f7 V O O O DI V 10(O r CO O N N 00 T O••�� 1.0 r tO N CO yy CO N VI 0 CO r CO O N CO V -- Z L. N Ni N N N N N (h(7 CI (7(7 Cr"Cr V 7 C In 10 10 N N O(O (0 (O CO (O CO r r r r r . c I1 6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS[ 111-.. 6"MAX(TYP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 -- -- -- _/ WWW.CWS.CC SEE NOTE 2 ,D,/z , 8100 PVC MAX o.c. SINGLE HUNG (TYP.) L O INSTALLATION IMPACT ANCHOR(TYP.) -J Z 6 � ul I� I a In U W z p W ZO2 CC L7-aU5}OD_ 1p __-in+rcw.a O O W Z I- O U UUF-ZD.I--CO •"(TYP.)--T— O Z ZI-OU2LLQ � UOI sZU }• • -WO2OZ 101/ F WOWOF}° OW MAX O.C. E L-co CC CO J CO FW (NP) I /� O WFQ. F--0 WOcc>- 0 4 d 1 CC F-- d C�d 4" P. IJ L .,P`�Pp&OREW`7 i,,� (TYP.) O ",-'CENSfiG••". 4"(TYPO NO ANCHORS REQUIRED IN SILL ZE3v• No 55201 '%-A 1. '3*; * ;*= ANCHORLAYOUT-(FLANGE) '7.9% STATE OF ,"•tu: .'.„76,...c1.QOR10.0\.•: NOTES: ,` r‘94DNA-„,a4 `% 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. �Z 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 CONCRETE/CMU 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: BAT 06/18/12 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG It. 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: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5OF6 CgagTYPICAL HEAD ANCHORAGE u/uV MIN.EMBEDMENT WINDOW SYSTEMS ,�A TE MIN.EDGE DIST. SEE TABLE 1 BY OTHSUBSTERS SEE TABLE 1 114'MAX SHIM SEE TABLE 1 OCALA1800 SW 44TH AVE. UBSTRATE BY OTHERS www. FLORIDA 34474 r ' Ir WWW.CWS.CC SEE TABLE 1 i MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC INSTALLER P ■■ SEE TABLE 1 SINGLE HUNG INSIDE AND OUT f SEALANT BEHIND �I I'-' SEE TABLE8/ iI1OANCHOR r F , • IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM _ �I a' Z QZO (r a r wWO o J ' 1 W Z O Z_ I- W ( !- ] BY INSTm 11 ALLER ER SEALANT Z Z W Z O w p O Z Z2rGQD C INSTALLATION ANCHOR INSIDE AND OUT O O w O Z d F w d SEE TABLE 1 GEEZ FLANBY INSTALLER ZU U ZU UQ ¢? wOLL > p020Z CONTINUOUS DOUBLE 3/16'BEADS OF OB HORIZONTAL SECTION Q 2 Q}I-I-I_Z u) CONTINUOUS TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE r p p} O PERIMETER AT ALL INDICATED POINTS - u.m w cn p w coi- 1 f BETWEEN FRAME AND BUCK BY INSTALLER. D. -S D_ D_O_CO �� O I-r C CC ii. -1/4"MAX.SHIM a I- DW, SEALANT BEHIND FLANGE BY INSTALLER \ .7�I---)q•�• • . �p��'NOREW ,, l PERIMETER SEALANT +1/ / , VPS•\"'\C E N S ••Qui• BY INSTALLER / MIN.EMBEDMENT • -,J•= _ v No 582131 :1�1. INSIDE AND OUT r.SEE TABLE 1 . - t, * • V SUBSTRATE BY OTHERS J / r 0:• STATE OF •.,... .. SEE TABLE I l,V ` F F 0R1 MIN.EDGE DIST. /, w'�1 S ,.P 0�`, SEE TABLE 1 — �'4,S.ONAitc-..0% qOVERTICAL SECTION ' 6 TYPICAL SILL ANCHORAGE .I _5 zz_ i 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS .�!� LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. ' FL PE#58201 _-- CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1.1/2• 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"11W TAPCON 1^, 2^ INSIDE AND OUT PH.941-380-1574 6 CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1• 1' O HORIZONTAL SECTION BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3116"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR I1W FULL THREAD 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 DWG 0: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6