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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 r s t v .3 llrf 'I_Mz, tr: _IT.ME .SCIS Home � Log In I User Registration ,Hot Topics � Submit Surcharge Stats&Facts� Publications � FBC Staff BCIS Site Map � Links � Search Honda P i Product Approval r, USER:Public User , r z's-:irae:zs3 . Product,Aoproval Menu>educt or Application Search>Application fist>Application Detall t FL# FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archlyed Ci 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 jiathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900$W 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 a Licensed r Florida Professional Engineer 0 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 G Validation Checklist-Hardcopy:Received Certificate of Independence FL16177 R2 COI Eva1Reoort812C.Ddf Referenced Standard and Year(of Stannard.) Standard Year AAMA/W DMA/CSA/101/1:S:2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 E4uivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQWtDgvyf4ngAXh:l 0... 12/14/2017 Florida Building Code Online Page 2 of 2 Sections-frin the Code Product Approval Method Method 1 Option D Date Submitted 09128/2017 Date Validated .09/29/2017 Date Pending FBC Approval 10103/2017 Date Approved' 12/12/2017 Summar y of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung,Impact Resistant window. Lime rs'o—f Use Installation Instructions Approved for use'e in HVNZ:Yes 0 II,.,LW_S-MC.Pd 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 EvalReport:812Cpdf .Safety glazing required on outer lite above 30 ft.in HVHZ.' Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 9QaIaaj.!2-.2601 Blair:Stoma Road,Tallahassee Fl..32399 Phone;850-487-1824 The State of Florida is an ANEED'employer.Copyright 2007.2013 State of Florida--;Wyacy Statement RdMadZ&Mjd Under florid@ law,email addresses are public records.If you do not want your e-Mall address released in response to a public-records requesL 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 firtofficial communication with the licensee.However email addresses are public record.It 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: ME MR. PMR-1 0 i Credit Card Safe http://www.floridabuildilig.org,/,-,r/pr app dtl.aspx?parani=wGEVXQwtDqvyf4ligAXhIO... 12/14/2017 ( � � .. 239 Jabara Ave. F� No h Port,FL 34288 Ij ENGINEERING& Ph; 941-380-1574 CONSULTING,INC. FBPE C.O.A.429779 Evaluation Report 812C August 29,2017' Product Description: Series 8.100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc.`'"1900 SW 44''Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(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-210-3815-1 A,-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, 1996-02/04/06109,and AAMA/WDMA/CSA:101/I.S.2/A440-O8' 4) Supplemental.Calculations to support CWS-812C,signed and sealed by Lucas A.Turner,PX Installation: Units must be installed according to approval document CWS-8120: Limitations of Use: This product: 0 May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 81.2C e 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 m 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. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 60 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 fmancial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 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. sits NgRE l4, ri Lucas r No 98201 r • •#+ Turner 2017-08-30 .��; sr,arF OF ►= 18:11+20:00 -.� •.,� �.,.• ',,� 8/29/2017 �'% S`• °A •' �,.*` Lucas A. Turner,P.E. �'4at�NAi9� �e` FL PE#58201 GENERAL NOTES: �\C)7 SINGL�EH NG - LARGE MISSILE IMPACT 1.TO COMPLY WITH ITH THEFLORIDAUILDINGCODED BC),CU 'RENT �`""' " TO COMPLY WITH?HE FLOIDA BUILDING CODE MAN CURRENT WINDOW SYSTEMS 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 1995 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1118^MAX.OVERALL FLANGE WIDTH, 3.CONFIGURATIONS:"DIV. 8100 PVC s1711e"MAX.uNIrwIDTa SINGLE HUNG 4.DESIGN PRESSURE RATING; IMPACT FF��-4711116"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-0401109. A . -POSITIVE DESIGN LOADS.BASED ON,TESTED PRESSURE,WATER a 2 Q z INFILTRATION TEST PRESSURE AND GLASS TABLES a' po w -1-- -- -- _ - ASTM E-1300-0401109. w*� _ 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED LL a W sa" __ __ __ IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR z z x.2¢w w 0p X. DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD UU0 a2: _ OVERALL m z ua FLANGE ANCHOR CALCULATIONS. p Z- z 1_ m HEIGHT ® Z ozw-otnz�p_ B I I B 26.3116' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE } -LL,w O S O z GLASS NOT REQUIRED. a - t z I 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I-iI O Q�of 13 w co w LL 61314' i .I I USED AT FIXED MEETING RAIL AND JAMB, n. z CL O 0) MAX. p W�p D.2�y>- UNIT 8.SERIES 1 MODEL DESIGNATION SH 8100. of d it$n. HEIGHT 9 X=OPERSASH, EDSASH DESIGNATION =FIXSTAND RTHE'FOLLOWING: 0" oREW����i� % TL p� 30 3116' 1 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `Ci EN$4, 1INN , MAX 267/a" LOCATION. �� No 58201 SASH `' 1 GLASS HEIGHT ,X` 1 DLO 11,EXTERNAL WEEP SLOT=114"x 1-114"LOCATED 4"FROM BOTH ENDS. B -0% .t tr: c 6 S:0; STATE OF :'W 4 �1 �P 6Q\2, �i S' OR1 of ; i 1 �'�i, ONd t EC` LucasTurne A r 6 A`. 451116' 2017-09-22 � GLASS DLO 13:36-04:00 SIP2017 48 318' MAX..SASH WIDTH LUCAS AJURNER,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 8Y] DATE: GENERAL NOTES&ELEVATIONS.....I DESIGN PRESSURE BAT 06118/12 GLAZING DETAIL.............. 2 MAX.UNIT SIZE IMPACT RATING Uwr RE.: SECTION VIEWS............... 3 RATING CWS-812 C EXTRUSIONS&B.O.M...... 4 +/-70 PSF LARGE MISSILE IMPACT SCALE: ANCHOR SCHEDULE&NOTES........,5 J-1-:7/8"x 61-314" SHEET INSTALLATION DETAILS....................6 1:15 1 OF 6 WINDOW SYSTEMS 1900SW 44TH.AVE. OCALA,FLORIDA 34474 www.CwS.Cc 8`100 PVC SINGLE HUNG IMPACT o a. z aZ� wwod w .!f 0, K-�P 0 1¢-w� ���x 7f8"OVERALL INSULATED GLASS 718"OVERALL INSULATED CLASS 0 0 0 U x w 118"ANNEALED OR TEMPERED '. 118°ANNEALED OR TEMPERED Z O-U' ??Z 7 U to 7116"AIRSPACE _` _ 7l16"AIRSPACE a F LL 2 O O a Z 5116" AMINATED GLASS 5/16"LAMINATED GLASS } a U-Z 0 w DOWwO W'!D 1m 118"ANNEALEDom 118"ANNEALED Z u2 W 0-1 w 1- ,090°PVB INTERLAYERBY DUPONT .090"PVB INTERLAYER BY DUPONT x CL .118"ANNEALED 1/W ANNEALED F- a, ��'a GU P C RURASEAL QUANEX.GS AC DRURASEAI ���q�,y0REwf " 4 PURFECTGLAZE"H"ORSIKAFLEX552 d PURFECTGLAZE'WORSIKAFLEX552 `�_p5 yGENSF 4'y.� vVt• No 58201 Iq 112"GLASS BITE 14 1/2"GLASS BITE C • 48 49 0� STATE OF 2kf SASH LITE FIXED LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JASARA AVE. NORTH PORT,FL 34286 PH.941;380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWGfk REV.: cWS-B4 c SETTING B OCKSPER FBC2411.3.3.1 SCALE: SHEET 1:1 2 OF 6 i INTERIOR WINWW'SMEMS 19°0SW 4q�TH AVE. OCALA,FLORIDA 34474 WWW-CWS-CC 4 3 53 1 3813 3 3 4 45 s 8100 PVC ® 4 u SINGLE HUNG ° IMPACT 0 a 0 ; z 3 ¢z� Z Ow0 <M 1 ZZ -Z O W� 0�3m 1--Lu z 14 '^ 32 3 14 54 14 65 66 3 19 4 54 U V y d aF SECTION 8-S o 0zp z'0 Oyo=ONOTE:LEFT SIDE SHOWS FIXED SECTION VIEW; �- IiZ =Oz RIGHT SIDE SHOWS SASH SECTION VIEW. Y, Ow~-~Zomi ~ Op�oipwCl) � Zy d 0.,�f0 I- 14 39 O F a K3:W� a 0 72 8 ^ y `` 14�O 1 9 INTERIOR J'P.. . GENgF% No 5620'1 S11 �9, STATE OF •,,�sS��NA�T�?�`,P 53 14 65 10 66 y 6 3 9,22/2017 18 U 6 LUCAS A.TURNER,P.E. 2 q FL PE#58201 1239,,IIABARA AVE. 30 NORTHSORT,FL 34288 O PH:941480-1574 SHEET DESCRIPTION: SECTION VIEWS SECTION A-A DRAWN BY: DTE: BAT 06/18/12 DWG#: REV.: CWS-812 C NOTE: ITEMS NOT,SHOWN FOR CLARITY. 20,25-26,36.37;44,5152,55-56,:64,67-68 �A� SHEET 1:2 3OF6 PARI,LIST FRAME CORNER /fes �� REM PART DESCRIPTION VENDOR MATERIAL 3118^-^j CONSTRUCTION 1 f -lleT/d 1 _H-6031 Main Fr,SH,w/Flg.,PVC,Head Mikron Vinyl I IWINDOW IIUJY��IUWW/SYS EMS I(\J(���'�/JI"� 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16^ 1 23116° 1900 SW 411 AVE. 3 H-6031 Main'Fr...SH,w/Flg:,.PVC L.Jb Mikron Vinyl 2 I OCALA,FLORIDA 34474, 4 H 6031 Main Fr.,5H,wlFig;,PVC,R.Jb: Mikmn Vinyl 3. 8 NNVW.CWS.CC 5 S-1577 Impact Hook Keymark Alum 4 I 10 8 H-6027 Sash Meet.Reil,PVC Mikron Vinyl 211116" 1518" 151"" 117s" 8100 PVC kk 9 H-1497 ReinL Sash Meet,Rail Keymark Alum 1116" CORNER WELD [20 HE028 Sash Bottom Rail,PVC Mikmn Vinyl I� 1/16• (ALL SIDES) SINGLE HUNG H3004 Sash StdelTop/Bot.Rail Mikron Vinyi +'8 S-1498 RaIn1.S.B.R./S.S.R PVC SASH BTM.RAIL-6028 PVCSASHTOP RAIL•6027 IMPACT S-6064 G12.Bd,,,718" Mikron Vinyl PVC FRAME FLANGE-6031 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz; Mikron Vinyl Q z ?� ¢Z$ S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1n° s- o w 0 ¢w o w 5.6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 w z o i W_z t t arts" H-1699 Reinforcement,SBR Keymark Alum 7/e^—{—� 1 t Z ;Fc W a�3 g 2 24 P-2190 Balance BSI 9ns° I I O O Ik �a 25 P3059 Sash Cam,PVC BSI Plastic 3 t 516° 2L—i 1116° 0 U U)ro z e ~ 26 P3046 Take Out Clip BSI SS 1/16" SCREWED TOGETHER NTH zO p O —z I_V C) 27 P3783 Loek,Impact,PVC' Interlock 1N6• OUTE1:8 < F-zLLMO O tL z28 P<1069 Keeper,Impact,PVC Intedock Zamae +8 � O i==Oz30 P-3215 Weep Colerw/Flap Gaer Plastic REINF.,IMPACTHOOK-1112C Ir Y�3:9 E6 32 P3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ultrafab- PVC SASH SIDE RAIL=6004 FIXED RAIL-1836 0�w u1 o W m w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,'type A.TEK 2 Fastenal' Steel z�D- Of Jo�V) 38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 15)16^ 9116^ O ro w 3. w rn 39 P-4051W#8x 1:250 Ph FH TEK,Wht. Hub City Steel v2° 1 11a"-{ p16. a 40 P-4264W#8x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel " o I }t�I�____iL—UIL- (�) 44 P3342 SearnSealer,SM-5504; Schnee 7/8" f 1e 15H6• r 1!159 ��p`o-PO W Cf.-�'. 45 P3752 Cap Plug,112"Hole M&M Nylon 1116^ f 045" ` S•. p 47 P3438 Sikaflex 552 or Pudect Glaze"H^ Sika/Henkel 1116" I— V 1 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC'SCREEN SUPPORT-6014 'S• No 58201 5��4 48 P3352 Set.Blk.,85 Dur.,118"x 518"x 2"Lg. F.-Lowe Rubber pvc SASH STOP-6025 51 P3881 Temporary Lbl.(NFRCIOP) 52 P3513 CWS Lbl..(logo) Pro Label 314^ 5/B^ +/4. '9; STATE OF :�� 53 Sash SEE SHEET GLASS �`'� 3✓4• I :�e'• P'=�.� 54 Fixed SEE SHEET GLASS 3N6"�I I 3 � ��1-—(g) t4 �'�FS"•C O R tQ,'�O�` 56 P328b Spacer Ouroseal 7 i3 +�+ 1/16° 7/8' S+ONA�E�.�`� 62 P3218 Screen Frame,Herz. Allmetal Alum T v+s" LL�J`+l+s• 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R,•1498 REINF.BTM RAIL-1699 REINF,TOP RAIL-1497 PVC GLAZING SF-AD-6064 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P3581 Screen Cloth,18 x 16 Fiberglass Bettenue Fiberglass 66 P3228 Screen Spline,.155 Dla„BIk. Dapa Vinyl ✓ 67 P3029 Screen Pull Tab Summit Alum 9/22!2017 68 P•3033 Semen Spring,SS FI-Screen SS 70 P3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 01 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3116 39 LA#RA AVE.72 53063 Cover,Fixed Rail Mikron Vinyl O 1239�QEARAA 73 S-1112 Relnfomement Impact Hook Keymadc Alum NORTHPORT,,FC34288 PH.941.380-1574 74 P3641 1#8 x 1/2",Pan Head,TEK Fastenal Steel 1 5116• +12" SHEET DESCRIPTION: LINE ITEMS NOT USED: s 311 �I I —3°—�{ o BOM AND EXTRUSIONS 5,7.11,15-17,21-22,29,3.1,3336,41-43,46,49 50,55,571,69 17-71 _. 1116" r j- I SCREW SUPPORT-3113 DRAWN BY.' DATE: BAT 06/18/12 IMPACT HOOK tti RE S-1577 i D GV,; CWS-812 C SCALE SHEET NOTE:AL1.EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 6"MAX.(TYP.) 17"MAX.O.C.(IYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6"MAX.(TYR) OC %FLQRIDA 34474 -- -- -- VNNW.CW . C SEE NOTE 2 8100 PVC 10 MAX.O.C. I I SINGLE HUNG ("P') IMPACT L o INSTALLATION ANCHOR(TYP.) I I 6 Z �: <73: �wO'O F wWp rp _ W ZOZ_ w'F-ZH _.- ura wuL Z Z. Q w 0 p 4"(TYR)J I 1 ❑ .Z.C7�Z Z{-7 rn I I } F'�W2OiOZ co C.)W 10112" w OO MAX.O.C. Z UJ W O J to F- (rcPJ a 2a KO-2 10 I 1 0 w~� la=dy of a n �3w r 4 1 a .. ., 4-ITYP.) -- -- -- ;Gp`?.��GEN FG'A,y�'.. 4"(TYP•) NO ANCHORS REQUIRED IN SILL �j No 58201 -'•� ANCHORLAYOUT-(FLANGE) 9= SATE OF ,w NOTES: fit 14��0`` 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 114". 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.1b1480-1574 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. o WN 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 SUBSTRATESSHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABL,E1,SHEET 6. CONCRETE AND MASONRY'SUBSTRATES MAY NOT BE CRACKED. owns; 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 160(FIN WINDOWS),EhWAAMA 200(FLANGE WINDOWS), FMAANDMA 260(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE �SdLST.YN1lJULY• MIN.EMBEDMENT WINDOW SYSTEMS MIN,EDGE DIST, SEE TABLE SUBSTRATE SEETABLE-1 BY OTHERS 19WSW44THAVE, SUBSTRATE BY OTHERS 114"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 MIN.EMBEDMENT WVWY,CWS.CC PERIMETER SEALANT SEE TABLE 1 BYINSTALLER MIN:EDGE 01ST. INSIDE AND OUT SEETABLE1 8100 PVC _ SINGLE HUNG SEALANT BEHIND �I ~ INSTALLATION ANCHOR 1. FLANGE BI'INSTALLER �•-114"MAX SHIM SEE TABLE IMPACT a z 0 O O�y fA,WOp O q.�*'m PERIMETER SEALANT tF Wim'. r _ BYNSTALLER Z Z 2 K-W O O SEE INSTALLATION ANCHOR INSIDEAND OUT' U U y O[U t I-CK TABLESEALANT BEHIND O Z =-Z 1.- o FLANGE BY INSTALLER r Z m Z:0 tit) CONTINUOUS DOUBLE 3116"BEADS OF B HORIZONTAL SECTION §¢O w§ O TREMGLAZE Ul 600 SEALANT It fL */�O—Z� PERIMETER ATALL NDICAT�AOl1NN1DS 6 TYP.tCAL JAMB ANCHORAGE O O:>©w Q m BETWEEN FRAME AND BUCK Y INSTALLER, pr, z SLn- a O w 114"MAX SHIM = w w 0 SEALANT BEHIND Q. FLANGE BY INSTALLER MIN,EMBEDMENT G,g''v ENs�'r•,'�+� PERIMETER SEALANT _5`l •�•=•. BYINSTALLER SEE TABLE 1 :•� No 58201 +•Fp INSIDE AND OUT SUBSTRATE BY OTHERS "9 STATE OF SEE TABLET i�,ci'•,•o �.,*'�.�,� SEE TEA LEDIST. O R+(S� A VERTICAL SECTION �''<�SIONA it?+�++ �6 TYPICAL SILL ANCHORAGE 9122/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2.0 KSI MLN.) 3116'ITN TAPCON 1-112' 1.1/8= PERIMETER SEALANT 1239 JABARA AVE. BYINSTALLER HOLLOW OR G - ^ 2• INSIDEAND OUT NORTH PORT,FL 34288PH,941-380_1574 NCRETE(2,85 KSI MIN.) 3116'ELCO ULTRACON 1" 1" HORIZONTAL SECTION 6 BOX FRAME INSTALLATION S EET SCR PTION; GROUT-FILLED C 2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16'ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55} OR ELCO ULTRACON 1`�� 7t8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.SOUTHERN.PINE(G=a,55) 010WOOD SCREW 9-318" 718' UP TO AND INCLUDINGABOX-FRAMEAPPLICATIONISACCEPTABLEPROVIDED: oRAWNS. - DATE: 16 GAUGE(0.0801)MIN.STEEL STUDr 010-16 HILTI KWIK.FLEXOR ITW FULL THREAD BAT 06/18712 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" -MIN.1/4"FILLET OF CONSTRUGTION-GRADE ADHESIVE CAULK IS APPLIED �a: R v.: 118'ALUM.(6063-75 MIN.)OR 010 GRADE 5 SELF TAPPING/ FULL THREAD INSIDE OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 11W STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.126' 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: 1:2 (1, SHEET 60F6 A I