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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 ¢ 4. -.. ..y.-. I 7 x .. SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge stats&Facts Publications I FBC Staff I SCIS Site Map I Links IY•Search FUda 333 I Product Approval USER:Public User i?}:etp�;r. °` "° Product Aonroval menu>Product or Application Search i Application List>Application Detail RECEIVED far a, � "'Wu 4a FL FL16177-R2 Application Type Revision J U L 2 7 2018 Code Version 2017 Application Status Approved $T. Lucie Cpufityrf Permitting Comments Archived 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 441:h 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 Q 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 Lei Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0... 12714/2017 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 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limes of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.Ddf 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 EvaiReDort812C.Ddf Safety glazing required on outer lite above 30 ft,in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Back Next Contact U5::2,601 Blair Stone Road Tallahassee.FL 32399 Phone:850.4874824 The State of Florida is an AA)EEO employer.Coovrioht 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: ........................................................ Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017 � T E 1239 ara Ave. �: �J North Portt,,FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.429779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact;517/8"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 61 G20-3.005 (4). This product complies with the requirements of the 60' 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-IA,-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 o 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. 16-1117.02t © 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 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. ti�itsositi� s Lucas No 58201 �� Turner - Z� 2017-08-30 o' sTATF OF to 16:11+20:00 %. ,�•. '0 ;• `�'�` 8/29/2017 �'%�,�_' °p� •' ��,.`" Lucas A. Turner, P.E. s�1'4 1110NA 4W:+'�� FL PE#58201 GENERA SINGLE HUNG - LARGE MISSILE IMPACT 1.THEP PRODUCT o(Stlfl17(Yl m* 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS ffl TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE.(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 118"MAX.OVERALL FLANGE WIDTH 3,CONFIGURATIONS:"OPT. SINGLE PVC 51718"MAX.UNIT WIDTH SINGLE HUNG 4711116"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT FF�_ -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES < Z 3 y w O o -- -- - ASTM E-1300-04e01l09. w o o ¢ w ZOZ K�ZI..' ai 63" _ __ __ 1 _ 5,ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED LL �W O�R. MAX r IN THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR Z x m¢ OVERALL I I DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O h O ci =0 U U y h d CO M FLAN ANCHOR ANCHOR CALCULATIONS, o Z-m z z F B I I B 2613116 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ 1--W 2 p O UU.Z I I GLASS NOT REQUIRED. } w-=O_ DLO j�y Ol I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT �i1 O o 1n❑ V5 w 6�4-UNIT I I USED AT FIXED MEETING RAIL AND JAMB. a z=w 0 O cn 1 I- MAX. wO:g>2 HE 8.SERIES/MODEL DESIGNATION SH-8100. a w w�a 0 F9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: "11111pnn. I I X=OPERABLE SASH,O=FIXED SASH ����•5 P IOREty TG,li 303116" I I 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR VPS•-'cOENs*-.-�Qy�,� MAX 26 7!8" J SASH `, I GLASS LOCATION. �v; No 59201 ;114 HEIGHT I if I DLO = g 11.EXTERNAL WEEP SLOT=1/4"x 1-114"LOCATED 4"FROM BOTH ENDS. - CX90; STATE OF 6 ��i�FS'�.l O..1..P'p�2` I OC`lA =- = LucasTurne s A r I- 451116. 2017-09-22 G 48 318 LO 13:36-04:00 9122!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 8 ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING Dwcm. REV.: EXTRUSIONS&B.O.M........................4 CWS-812 C ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" t/_70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WW V.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z 3: ¢z�r EWO ¢WOW III zz o Rwpi iOOm?sm 718"OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS z Z F-p C =p 118"ANNEALED OR TEMPERED 118-ANNEALED OR TEMPERED Q Z m v Z z F j CE 7116"AIRSPACE 7116"AIRSPACE Q O Z U m Z O 0 U @716" LAMINATED GLASS 5116"LAMINATED GLASS U~Z uj 118"ANNEALED 118`ANNEALED w O O OW coo ZNd O-im lu .090°PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 0 w F O a= > 118"ANNEALED 118"ANNEALED QUANEX DURASEAL QUANEX DURASEAL IG SPACER IG SPACER SII 10REIN rrrr�i� 4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 :J�y ;..........,rG v: No 582011 :9 14 112"GLASS BITE 14 112"GLASS BITE e*r 48 48 ' y' ^^-- STATE OF FW 1 1 ONA C1,``, SASH LITE 2 FIXED LITE 9/22/ 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 M. REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE' SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 4 3 53 1 381313 4 45 vlfm.cws.cc 8100 PVC D ® SINGLE FLUNG IMPACT 0 as a Z � <z3r _ DWO w<WoD 1 W ZOZ W�zw O 4w_>-OW3:s 14 - q 32 z Z2W22<wwdo 3 14 54 1 65 66 3 19 4 O OF-O�j6Fp: SECTIONS-B p Z O =U— 4 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW; P-z D.2 O O LL z RIGHT SIDE SHOWS SASH SECTION VIEW. } l a 0 w =O— 0 wU Oz� w 0 Howinw LLmW 0w 0) cc z Q. 14 39 O WF=-O 0.= 40 L a w I, e 2 —^ ♦J`�P,AoRE W�T'i�i 1 -INTERIOR Gp`?..��GENgE��+ti+,� 48 �v: No 58201 r�9 6 :9 STATE OFOR Ot' a, ONAL 65 10 66 y 6 3 3 3 9/22/2017 10 U 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JASARA AVE. 30 NORTH PORT,FL 34288 PH,941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SECTION A-A DRAWN BY: DATE: BAT 06/18/12 DWGH: 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 3 OF 6 PARTS LIST FRAME CORNER �]7j'�� ITEM -6031 Main r.,S VENDOR MATERIAL 31/8'� CONSTRUCTION �L/d(/� 1 H{031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl �W�I/Nly(l�ylilWllYIYsYS't/EMS I�\(�I"/�I 2 H-6031 Main Fr.,SH,w/FIB•,PVC,Sill Mikron Vinyl 1 1 15116" 23116• WINDOW AVE. 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 2 1900 S E. 4 H-6031 Main Fr.,SH,w/FIg.,PVC,R.Jb. Mikron Vinyl a OCALA,FLORIDAFLORI 6 S-1577 Impact Hook Keymark Alum34474 3 10 I� 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211116" 4 1518^ 1518- 9 H-1497 Rein[Sash Meet,Rail Keymark Alum - 1/1s" I 1/16^ 8100 PVC 10 FI-6028 Sash Bottom Rail,PVC Mikron Vinyl o L 1116' CORNER WELD 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl (ALL518 Es) SINGLE HUNG 13 5-1496 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,.716" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 5.6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 5.6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112„ o w O w w o p 20 S-6029 Sash Stop I Filler,PVC,Vert. Mikron Mnyl 3 z w o < Z w 113116" w ZOz X--F- 23 FI-1699 Reinforcement,SBR Keymark Alum 7!e" o ¢Lu O tr�m 24 P-2190 Balance BSI 9116-� 1 1 O O F=-O V�=O o 25 P-3059 Sash Cam,PVC BSI Plastic 26 P3046 Take Out Clip BSI SS V16" 15/8" 2118, 1116° U Urn?—D' FIXED MEETING RAIL p Z—U7 z 27 P3703 Lock,Impact,PVC Intedock SCREWED TOGETHER WITH z O Z U yP 1116• .111— Ol1TE1:8 >- F—LLg0Ou-zU 1E 28 P-0{169 Keeper,Impact,PVC Interlock Zamec 1:s q� 0�u F F O 30 P-3215 Weep Co%er w/Flap Geer Plastic REINF.,IMPACT HOOK-1112 ¢ _ 14 U—Z uj 32 P3429 Wsip.,0.270 x.187 back FinSeal,Gray Ultmfab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 _ vii o w(A w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A.TEK 2 Fastenal Steel z ti Lu O J co~ 5 co 38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 Sit 6• 9116• 0 w a it 0 m 39 P 4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steen 112^ L1 Ire^-I 1 Ira"-i a. 40 P-4254W#8 x 3/4 FH PH wl#6 Head,TEK,Wht. Hub City Steel o I 5116", I %umrn, 44 P3342 Seam Sealer,SM-5504 Schnee 718" �18 1 sets" 1s �%",' OREI� 11 45 P3752 Cap Plug,112"Hole M&M Nylon .� �1f18• t"GENg^rG� 47 P3438 Sikaflex 552 or Purfect Glaze"H^ Sika/Henkel G F"•.��'y 48 P3352 Set.Bik.,85 Dur.,118"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 �?� 51 P3881 Temporary Lbl.(NFRC/DP) =v; :�_ 52 P3613 GWS Lbl.(logo) Pro Label 314• S19^ 9'; STATE OP ,k! 53 Sash SEE SHEET2 GLASS 3116" y4„ va" -� f- �0�.c *_'0j 54 Fixed SPE SHEET GLASS 3 /T �� 14 .��C.' (p p t0, ♦�` 56 P-3261 Spacer Duraseal f3 15/1s• v1s" 1" � 7JB" 62 P3218 Screen Frame,Horiz. Allmetal Alum 1/16 L 1116 Win r"ra1' 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-6064 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P3228 Screen Spline,.155 Dia„Blk. Dapa Vinyl 7�2L 67 P3029 Screen Pull Tab Summit Alum 9/22/2017 68 P3033 Screen Spring,SS FI.Screen SS 70 P3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Reil K Aium FL PE#58201 q yfs^ f 239 JABARA AVE. 72 S-6063 Cover,Fixed Rail Mikronjkron - Vinyl b O 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 1#8 x 112",Pan Head,TEK Fastenal Steel PH.941380-1574 1 5116' 112° SHEET DESCRIPTION: LINE ITEMS NOT USED: 5 3116• 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 BOM AND EXTRUSIONS r 0 718" 1116^ l O _ .r-- SCREW SUPPORT-3113 DRAWN BV: DATE: IMPACT HOOK BAT 06/18/12 5-1577 DWG 0; REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE SHEET 1:2 4 OF 6 6"MAX(fYP.) 17"MAX.O.C.(TYPJ WINDOW SYSTEMS 1900 SW 44TH AVE. 6"MAX.(TYPJ OCALA',FLORIDA 34474 -- -- -- VNAW.CWS.CC I I SEE NOTE 2 10112" 1 I 8100 PVC MAX.O.0 SINGLE HUNG (TYP') OINSTALLATION IMPACT ANCHOR(fYP.) I I 6 Z [A-0 Ow0 O z w_ja o Z�z 0mz: Q 3, Z z m 2 K W O O OU Uww U-Zm=.wm 4"(fYP) 0 QV`-zZl-UN 1 I 1 i } Fz LL.�p=Oz 1011 00 Q �I-N ca W1� MAX.O.C. z t/J W p F- (NP) I I = phOa,w - W= �} = It y I I (L f- d of 4"(TYP.) -- -- -- `���`PNOR.... � 4"(TYP.) NO ANCHORS REQUIRED IN SILL w No 58201 ANCHORLAYOUT-(FLANGE) =9; STATE OF :4O O�F" (OR1QPfj�=� 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 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. 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 Y: 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 Ow0 a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANJDMA 300(EXTERIOR DOORS) 1:15 6 OF 6 TYPICAL HEAD ANCHORAGE �(f(y�� • MIN.EMBEDMENT WINDOW SYSTEMS MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEETA0LE1. BY OTHERS 1900 SW 44TH AVE. 1/4"MAX.SHIM BE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS —7 W W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.DYINS8100 PVC NSIDETAND OUT INSTALLASEE TABLEI SINGLE HUNG SEALANT BEHIND S SEE TABLETANCHOR IMPACT FLANGE BY INSTALLER i/4"MAX.SHIM Q Z 'S 6,Z OWU InLL1000* O Z(OAZ0M3: PERIMETER SEALANT L_ F¢-W 31}F-Z 3r _ BYINSTALLER Z Z 2 Q w W O O INSTALLATION ANCHOR .INSIDE AND OUT O O~O'5< ¢ y d SEE TABLE 1 SEALANT BEHIND U U to F- D. O ZOO-•ZI-O(/1 FLANGE BY INSTALLER 0 Z 0c Z O D U r F--u.�0=0Z CONTINUOUS DOUBLE 3l16'BFJ+LIS OF B HORIZONTAL SECTION O.U F Z a TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W O p K t;0 W 9 W2W PERIMETER AT ALL INDICATED POINTS K Z N W O.LI y F BETWEEN FRAME AND BUCK BY INSTALLER. O t/1 0 of _~R D.LLI uj 114"MAX.SHIM a F- D- a SEALANT BEHIND FLANGE BY INSTALLER OEIJ s�r�'��y PERIMETER SEALANT MIN,EMBEDMENT �v' No 58201 BY INSTALLER SEE TABLE 1 INSIDEANDOUT STATE OF .W SUBSTRATE BY OTHERS '�•t�'•.�l Op: SEE TABLE 1 9MIN.EDGEDIST. i�S• O R 1 C•````` SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#56201 CONCRETE(2.0 KSI MIND 3116"17W TAPCON 1-1/2" 1-118° BYRN STERE EALANT 1239 JABARA AVE. INSIDE AND OUT NORTTHH PORT, 34288 O T-FILLED CMU(117 PCF MIN.) 3116'ITN TAPCON 1" HORIZONTAL SECTION PH.94160-1-1 574 CO 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114' 2-112' HEADAND SILLSIMILAR FOR BOX INSTALLATION 3116"ITW TAPCONINSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-318" 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: BAT 06/18/12 16 GAUGE(0.060-)MIN.STEEL SND #10-16 HILTT KWIK•FLEXORITW FULL THREAD_ 7116" MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESNE CAULK IS APPLIED D GF: R v,: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 118'ALUM.(6063-T5 MIN.)OR 410 GRADE 5 SELF-TAPPING! FULL.THREAD 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C 118'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125• SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6 OF 6