Loading...
HomeMy WebLinkAboutProduct Approval-Windows, single hung (2) C t- ]f Florida Building Code Online Page 1 of 2 G1 T1/4 ,," �" `ts+.t�E, "°,�� .*a�3�' � `,"�i EIS] BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff BCIS Site Map Links Search rr�'6S' dbida F t Product Approval 41 �°'� USER:Public User r rause Product Product Approval Menu>product or Application Search>Application List>Application Detail 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 lay 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 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.ndf 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 ly https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1 Oy... 1/3/20 I 8 r r 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 Huhg 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.pclf Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. leach! !Next! Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1874 The State of Florida is an AA/EEO employer.Copyright 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 950.487.1395. 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.1he 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 Pere, Product Approval Accepts: Credi41. t Card Safe-.. retaiWitatte f ! I 1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1 Oy... 1/3/20 I UT TR R 1239 Jabara Ave. J 1� North Port, FL 34288 ' 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, ±1-70 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 10l/1.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. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10' 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 fnancial 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. 40yulu#rpsr y: No 5S2€1 •'� .`. :* -.1'- STATE OF '71-7•; �,Q"tN•.Ast 1,/ 8/29/2017 'f.4` o x t -''` �` Lucas A. Turner P.E. ' -1/.,;',ONAl-. ii`*," FL PE #58201 GENERAL NOTES: ,/. SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW( r ro TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT I 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) 531/9"MAX.O _ •NGE WIDTH 8100 PVC 51 7/8"MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG 4.DESIGN PRESSURE RATING: 47 11/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04e01109. - -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER I A I; INFILTRATION TEST PRESSURE AND GLASS TABLES ¢ ° 1ih 1 - -- -- t !.yASTM E-1300-04e01109. z Lw.j0T w• zOz 63" _ __ __ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED F-w'S).-0 }'z ^ MAX. r T— IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z i M¢0[w 0 O OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 F-0 Ci¢= HEFLANGE GHT ANCHOR CALCULATIONS. a. O 2-V)-21-20)O. B ® I B 26 13/16^GLA6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ z LL g O u ,s- HEIGHT DOSS NOT REQUIRED. >- < 01w-1-20- Q �D_>'�U Ztn I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w00 0 O w w to 61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. 0! Z-w 0-i 0 I- MAX. O W1--O DL-OZt>- / 8.SERIES/MODEL DESIGNATION SH-8100. iIll w HEIGHT 0_ O,. �- 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH,O=FIXED SASH ,``S' ORgyi:`���•,I ' 30 3/16 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1.U`7`3"�y.0 55:290;1*'."-: AJ S G,��✓; MAX. 26 7/8" LOCATION. SASH ii�, I GLASS ��Ji Na 55'101 ••:�71 HEIGHT R .. DLO g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. `*'• * '•i = [-, 6 1 1.7.1.0, STAT STATE OF 1.41 I 1 C :04•• . ."L•�c SII 6 '• 4, .Coa:C?:.,.� A I -I 451/16" ---- / 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 ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 DESIGN PRESSURE BAT- 06/18/12 GLAZING DETAIL 2 UNIT SIZE IMPACT RATING SECTION VIEWS MAX.3 RATING DWG 1: REV.: EXTRUSIONS&B.O.M 4 . ANCHOR SCHEDULE&NOTES 5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT CWS-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. 0 w zpz cc_?W o Qrn>}0Zm LI 1-w zr- _ - 7/8"OVERALL INSULATED GLASS - 718"OVERALL INSULATED GLASS ZO ZO N MO Q 2 w 0 O /' -- 118"ANNEALED OR TEMPERED — - 1/8"ANNEALED OR TEMPERED O 2-u)z Z F F-D w .-^ U 7/16"AIRSPACE - 7f16"AIRSPACE Q O O uj z w O 0 w Z 5116"LAMINATED GLASS 5/16"LAMINATED GLASS CC M<O I- F_z IF 1/8"ANNEALED - - 1/8"ANNEALED w cE O w O w - .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT a0 Fc w O d } _ C) w �m f, --118"ANNEALED 1/8"ANNEALED a H D- a ' QUANEX DURASEAL QUANEX DURASEALoliiliiiiIGSPACER IG SPACER `���`�PNORFkr�T���4 SI rip ( 1 PURFECT GLAZE"H°UR SIKAFLEX 552 PURFECT GLAZE"N`OR SIKAFLEX 552 y" {�• . No 5B2"J1 -."P112"GLASS BITE 14Cir:Lill: 1!2"GLASS BITE *: * *C al) L-r:11 •P° STATE OF ,U4' 6. 23.... A ^O .fi °G'/� ..„.„,„, 1.1 „,,,,,,,,,„. ZZ 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 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG J: REV.: CWS-812 C ”SETTING BLOCKS PER FBC 2411.3.3.11 SCALE: - SHEET I 1:1 20F6 • at511098e INTERIOR WINDOW SYSTEMS •I - - - 1900 SW 44TH AVE. OCALA,FLORIDA 34474 CO '31 ® i TpQ32® �! 45 WWW.C4VS.CC ��—�" 1 —�� 8100 PVC 'Z 1.R ® '�1` t SINGLE HUNG Q0 1� - r . C ��k_t �M� D IMPACT o +�� om U ¢, , NWO c, �r�. , 1 1 z aw. o _ ,� _� W ZQ2 K_2f' 14 I ,6'r; a h W 2 I- © 14 ® ® 6663 C9 0 O OF=OaQW00 SECTION B-B U c�0�zarwd 54--- NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ I-Z O 2 2 O u-Z RIGHT SIDE SHOWS SASH SECTION VIEW. > a 0 W_x0- n Q F-I' Z w Lj O)0 W Q)W a z`2a 0-10)1- ,4 0fA /ail!. /X W1-0 I C4 MI r I�i��I COO ��` A<SORE4y T'e� L ® INTERIOR :� 45, G Ft�� JGp...'CENSF..�r'•yfG Ci ��: : No 58271 'P 6 13% NATE OF .'kJ Y. '��/4ry PUNA�,i. ,•• 14 ® I 0 ® 11:� �r` e 9/22/2017 © �" ���0 0 LUCAS A.TURNER,P.E. FL PE#58201 1239.JABARA AVE. �' ��—" 'I NORPTH PORT, L288 I 3H EETDESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG 6: 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 i 1:2 30F6 - - PARTS LIST - FRAME CORNER ITEM PART DESCRIPTION VENDOR MATERIAL 31/8.- CONSTRUCTION jJ/7(�7��t//� ,� 1 H-6031 Main Fr.,SH,w/FIg.,PVC,Head Mikron Vinyl �tststavlv�ty �;� - 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl ' --1 15ns" - WINDOW SYSTEMS . 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl -2 3!1"" 1900 SW 44TH AVE. _© OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl I ' I Q \ WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum © I 10 I !�� 9 H 8 H-6027. 497 Reinf.Sash Rail,Rail KePVC lkron Vinyl mark Alum 2 11/16 III: : Nil t/©• 1 Sib" rn 1 5/8" I 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl �o ' 1_ "-1/16" I CORNER WELD I . . (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Sidefrop/Bot.Rail Mikron Vinyl I 1:8 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 Sem.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl ,�+ ¢ 0 w w Z ow0 O 20 S-6029 Sash Stop/Filler,PVC,Veil. Mikron Vinyl (fl Z w_10 ¢ Z w 13116" lid i w Z0Z CY--1- - 23 H-1699 Reinforcement,SBR Keymark Alum 7/8^ «l o_ Q v)5}O cc m - -' 1 z zS2¢EYw00 24 P-2190 Balance BSI 9/16" ID u. I-w Z 1- 2_ 25 P-3059 Sash Cam,PVC BSI Plastic 0 O t-O a 26 P-3046 Take Out Clip BSI SS j�-ILIuY-Q 1 5/8" 2 1/8° 1/16" U U H O a H .._p - -1/16" FIXED MEETING RAIL 0 Z 0=-z I~_j� 27 P-3783 Lock,Impact,PVC Interlock II Ii I SCREWED TOGETHER WITH z C:0,0(6 n O- U 1116" OUTERFRAME ¢ - z O U-O 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 >- < LL w O=O_ 30 P-3215 Weep Cour w/Flap Gaer Plastic SEINE.,IMPACT HOOK-1112 m¢ gm< N U H Z rn 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w 0 0 CL ai 0 w w , P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal 'Steel . z-a 0--10i- 37 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel1 5/16" 9/16" _ DO w I=-•0 CC w Oz 1 j 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• t t/8" 1 1/e n_ 1- a_ cc a_ r 6116" 40 P-4264W#8 x 3/4 al r, w/#6 Head,TEK,Wht. Hub City Steel } [.. � 0 I 1 44 P-3342 Seam Sealer,SM-5504 Schnee 718" i +` vIDR Wi�i 1 5/16" ^� ® ,,�``�p1pRs V,+�74i 45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1116" l 045" T _1/16" ,�P TG , 47 P-3438 Sikatlex 552 or Purfect Glaze"H" Sika/Henkel --1/16^ L ... (j.'..am �OE /sk'.1.- 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 59201 n9 L 51 P-3881 Temporary Lbl.(NFRC/DP) *: t*= 52 P-3613 CWS Lbl.(logo) Pro Label zit". ;D'z. • 3/4" ` 518- 1/4" f� '13 STATE OF . 'JZ. 53 Sash SEE SHEET 2 GLASS I 1 314"" 54 Fixed SEE SHEET 2 GLASS I �tr ® 7 14 . �`••4 R y(3;•'♦�. 56 P-3281 Spacer Duraseal = ® 15/16" I�1�' 1/16" 1• 1/16 J___ 7/8" ,+,�i% .............is t. •N% 62 P-3218 Screen Frame,Horiz. Allmetal Alum T 1/16" -j-- j- 63 P-3218 Screen Frame,Vert. Allmetal Alum SEINE.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 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 • 7 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring,SS Fl.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 0 3/16"—, , FL PE#58201 -- - 72 S-6063 Cofer,Fixed Rail Mikron Vinyl `'O 10 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5/16" 112" SNEET DESCRIFTTUN: LINE ITEMS NOT USED: """'' 5 -"'-""""' 3/16" 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 t 7 f 3" --•-1 BOM AND EXTRUSIONS 718" 1/16" 'J�� �.":' & /' .L__._. r f f DRAWN BY: DATE: SCREW SUPPORT-3113 IMPACT HOOK BAT 06/18/12 S-1577 DWG;V: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE SHEET 1:2 4OF6 -- j — — - , agIV:08.rie 6"MAX.(TYP.)--- -I {-17"MAX.O.C.(TYP.) .1 WINDOW SYSTEPiS 2 6"MAX.(TYP.)- I 1900 SW 44TH AVE.OCALA,FLORIDA 34474 - /') W W W.CWS.CC j-- I SEE NOTE 2 T-� 81 00 PVC 101/2" ...›---2-j I MAX.Q.C. SINGLE HUNG (TMS ® IMPACT INSTALLATION ANCHOR(TYP.) I ¢ Z 0 /nWO6 Ilw - w Z0Z}OEzm II- �- --- CMTGRM. 0Z 01=-0¢¢1,00 _..— 0 0cnI—Un.F00_ •"(TYP.) I 0 Z- -Z t•- 3 Wn I Q pg-m20OU u >- Q �pg-m20°,0 a QOr-l=r z 10 1/2' X / 0- 0 ›-D LOW (TYP.) o z=d p 4 I_ Cr 1 (: W W Lu f}1) - 4"(TYP.) 1 -- - -- 1= -- `Y •��,,,'�PP10R£'4N�7-G��4 4'(TYP.) G) •\* EdJS6-••�— NO ANCHORS REQUIRED IN SILL z•v:• No 59201 •- L r; * ,�t� ANCHOR LAYOUT-(FLANGE) • -, STATE OF ;1 l,0'r{OR10P ��'``. NOTES: ,, • '`,'1ONiin« t" 1 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: 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 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), FMANVDMA 250(BOX WINDOWS),FMAJAAMAANDMA 300(EXTERIOR DOORS) 1:15 5OF6 — — •CCir TYPICAL HEAD ANCHORAGE '-(-'CYYYY�YYYYYY� agaillg� � MIN EMBEDMENT WINDOW SYSTEMS MIN.EDGE DIST. SEE TABLE 1 FrOvaz SEE TABLE 1 19D0 SW 44TH AVE. 1/ 174"MAX.SHIMSEE TABLE 1 OCALA,FLORIDA 34474 'UBSTRATE BY OTHERS- V ---- ------ 1 SEE TABLE 1 -� MIN.EMEDMENT SEE TABLE 1 PERIMETER SEALANT MIN.EDGE DISTBY INSTALLERSEE TABLE 18100 PVC INSIDE AND OUT I �/� �PSIPIGLE HUNG �'- INSTALLATION ANCHOR It IMPACT SEALANT BEHIND /i►.:� SEE TABLE I FLANGE BY INSTALLER, r 1---1/4"MAX.SHIM �■ JQZ acrlZ . 0i= OWO a WZZ CrF�OI- ( PERIMETER SEALANT u. 1-W Z I- 2_ • INSTALLER Z Z I-0¢4 W O O INSIDE AND OUT O OI-OVQ=H.�INSTALLATION ANCHOR ZSEE TABLE 1 SEALANT BEHIND 0 Z-j ?F-nco 4 FLANGE BY INSTALLER Z O Z O t>7 Z h O- 17.< 0U000 B HORIZONTAL SECTION __ ce Q H I.-I- -CONTINUOUS DOUBLE 3/16"BEADS OF 6 TYPICAL JAMB ANCHORAGE < X eCN Y° -O PERIMETTREMGLER ZE U1600 SEALANT AROUND W O O D_(p 0 W W W PERIMETER AT ALL INDICATED POINTS Ft Z N Wa W . O 0)I- `� BETWEEN FRAME AND BUCK BY INSTALLER. • O W H 0- W O COcc �;di� I -1/4"MAX SHIM d I- a c a SEALANT BEHIND �•- .�..77J , FLANGE BY INSTALLER !!��,,L,1-� ``,,�,�P1�R t���,`' ---� ��P5•'�G E 7•J S G'F PERIMETER SEALANT , „U •y F.'PI,�✓' BY INSTALLER MIN.EMBEDMENT No 582;71 -':: 4 INSIDE AND OUT SEE TABLE 1 • • L*• * :t 4 ^ro: •rcz• 4 SUBSTRATE BY OTHERS--- STATE OF •�J� SEE TABLE 1 --}----MIN.EDGE DIST. / ✓���F�'/--.4 O R 12 •\�;.` ....._ SEE TABLE 1 —� ���<<js/OIVA',- �,, Oq VERTICAL SECTION - �Rltglptttt` TYPICAL SILL ANCHORAGE '.t�..—i 1111 r ,- / ,: O 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS .� LUCAS A.TURNER,P.E. FL PE#58201 SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. PERIMETER SF..ALAN7 _ 1239.JABARA AVE. CONCRETE(2.0-KSI'MIN.)------- - - 3/16"ITW TAPCON - 1-1/2" 1-1/8" --- - BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" C HORIZONTAL SECTION 6 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 2X MIN.SOUTHERN PINE(G=0.55) 3/16"INV TAPCON 13/8„ 7/8" INSTALLATION DETAILS 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 KW IK-FLEXOR 11 W FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/1& -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116 SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6