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HomeMy WebLinkAboutAPPROVED NOA # 16736.1 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Business & Professional Regulation r�LL BCIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search ��� b'pr w Product Approval `! USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL16736-R3 SECRETARY Application Type Revision Code Version 2020 Application Status pproved Comments publiccomment;Remove proprietary note and does not comply w/ 2411.1.11.09/17/20 Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider 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 07/21/2028 Validated By Steven M. Urich, PE 0 Validation Checklist- Hardcopy Received Certificate of Independence FL16736_R3_COI_EvalReport869D.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A440 2008 ASTM E1886-13a 2013 ASTM E1996 2017 PA/TAS 201/202/203 1994 1 of 2 12/31/2020, 10:28 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16736_R3_Equiv_8200 LM Wvajency.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/23/2020 Date Approved 10/13/2020 Summary of Products FL Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736_R3_II_CWS-871D.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile,74"x 63", DP+/-60 psf. Outer lite in FL16736_R3_AE_EvaiReport871D.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736_R3_II_CWS-869D.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736_R3_AE_EvalReport869D.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copr'ght 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: ® 0J Credit Card Safe 2 of 2 12/31/2020, 10:28 AM URNER 2428 Old Natchez Trace Trail Camden,TN 38320 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869D August 04, 2020 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or FIange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44 h 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 7t` Edition(2020) 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,PE, at 2428 Old Natchez Tic Trl,Camden,TN Approval drawing CWS-869D, signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3887-3,-3A, 4,and 4A,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,ASTM E 1996 `04/06/09,and AANL /WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS-869D,signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869D. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869D • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Kuraray Butacite PVB Interlayer per Miami-Dade NOA 19- 0305.02t�, and in the fixed glass requires Kuraray SentryGlas Interlayer per Miami-Dade NOA 17-0808.02r • Requires Quanex or Veka white rigid PVC framing per Miami-Dade NOA 17-0206.10'or 17- 0228.041 t I have evaluated the interlayer and framing materials in these Kuraray, Quanex,and Veka NOAs and find that they comply with the requirements of the 7 h Ed. (2020)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. X0ttlAlllff�/ V No. 58201 a= 08ro4/2020 =� * � Lucas A. Turner, P.E. s STATE OF FL PE#58201 f�f���tt il Is iAl�tt N`4` URNER 2428 Old Natchez Trace Trail Camden, TN 38320 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 August 6, 2020 Equivalence of Product Standards Product Description: Series 8200 PVC Horizontal Slider Windows LM Impact, as detailed in Installation Instructions and Evaluation Reports CWS-869D and CWS-871D Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala,FL 34474 Equivalent Standards: ASTM E 1886-02 or 04 or 05 equivalent to ASTM E 1886-13a and ASTM E 1996-04 or 06 or 09 equivalent to ASTM E 1996-17 Assessment: The products indicated above have been tested to ASTM E 1886-02/04/05 and ASTM E 1996- 04/06/09. I have determined that for the indicated products as defined in the indicated Installation Instructions and Evaluation Reports, that this product testing is equivalent to that performed for ASTM E 1886-13a and ASTM E 1996-17, as referenced in the 7 h Edition(2020) Florida Building Code, � A rU���j4i cp No. 58201 Ex * W= :©*l STATE OF 8/6/2020 Lucas A. Turner,P.E. FL P.E. 58201 GENERAL NOTES: 086faom. HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW 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 75 1/4" MAX. OVERALL FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 74" MAX. UNIT WIDTH 3. CONFIGURATIONS: "OX", "XO". HORZ+ SLIDER 4. DESIGN PRESSURE RATING: IMPACT 33" GLASS DLO - -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04e01/09. _ _ _ _ _ _ _ _ _ _ -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Q z U) w O 0 ASTM E-1300-04e01/09. z Lu w p Q z w - - w zOz � � z � I 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED W � z I I IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR z z = Q w O 0 64 MAX4 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD OU O � O U < _ � � FLANGE B B ANCHOR CALCULATIONS. 0 Z — U) Z Z U) HEIGHT I Z OZUU) Z � UU 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q — IL 2 O O L z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 2i Q O � � � O — UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT � ry >- U) 0 � 0 U) 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0 0 � c o w v) w MAX. FLYING DEBRIS. z w 0 J U) � UNIT D_ — = D_ � 0 � u) HEIGHT O X 59 9/16" 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT � _Lij ~ � � � w � MAX. USED AT FIXED MEETING RAIL AND HEAD/SILL. a- I.-_ w SASH HEIGHT +��tt%tstlr,Earrri� I I 8. SERIES / MODEL DESIGNATION HS-8200. ,4t 0;r x I I I ,ramro + 9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: .��C� +� 5 . 58 13/16" I g X= OPERABLE SASH, O = FIXED SASH : No 58201 GLASS I T DLO10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARLOCATION. 'it STA7E OF 11. EXTERNAL WEEP SLOT= 1/4" x 1" LOCATED 4" FROM BOTH ENDS. *, . ';4 0 R 1 * 5 LucasTurne 33" GLASS DLO 36 5/16" MAX. SASH WIDTH r 2017-09-22 9/22/2017 13:58-04:00 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: AIDE 10/10/13 GENERAL NOTES & ELEVATIONSZINGDETAILS 1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS & GLAZING DETAILS....2 CWS-871 C EXTRUSIONS & B.O.M...............................3 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT ANCHOR SCHEDULE & NOTES................4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 0�29(0m.m 7 28 27 30 2 WDNDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11 17 18 21 1 23 6 WWW.CWS.CC 7� OQ 0 8200 PVC 0 o HORZ. SLIDER o a IMPACT > a Q z > a z 0 F- O W O Q O O 0 z O z O � z m Q � � � 41 40 3 12 29 39 z z = � Q � w00 O O OUQ = I.— (]� SECTION B-B o z - U) zz � =) U) 11 Z OCOU � zOU 8 NOTE: FIXED LITE AT HEAD Q z 0 O O LL z p AND SILL IS SIMILAR. 2iQOz - C�O w 0�0�] 31 w O0 � � Ow - w 38 3195 � W QJn �p w0wT- >-�a- I.— a- o Lu 17 17 ��+ 32 �'► P�.F..E. ### 19 ��.�¢•.���'E Al S`� ff 41 4 HEAD IMPACT HOOK(TYP.) 4 : Na 5$201 �. 42 MIDSPAN OF SASH tk (ITEMS 35&36) 7/8" OVERALL STATE OF .•�tr� 1/8" ANNEALED or TEMPERED •.w *` INTERIOR I I 7/16" AIRSPACE O•r : }' s 5/16" LAMI 1/8" ANNEALED ROTARY LOCK(TYP.) .090 DUPONT PVB INTERLAYER ONLY ENGAGED PRIOR 43 TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS 1/8" ANNEALED (ITEM 27) 9/22/2017 19 - -- -- - -- 32 I /� I 43 PURFECT GLAZE"H" SIKAFLEX 552 LUCAS A. TURNER, P.E. 12 22 FL PE # 58201 41 1239 JABARA AVE. 8 Q p 34 5 Q Q Fl NORTH PORT, FL 34288 I PH. 941-380-1574 I I " 16 SHEET DESCRIPTION: 25 Q Q�Q O Q�Q � 32 1/2" GLASS BITE jl/ SECTION VIEWS AND IG ANEX DURASEAL GLAZING DETAIL DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13 JAMB ROTARY LOCK LOCATIONS 1:20 GLASS TYPE A DWG#: REV.: SECTION C-C 1:1 CWS-871 C ALTERNATE FIN FRAME SCALE: SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5 PARTS LIST —31/8" CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 3 1/8" — 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum D -1 1/2" WpNIDO SYSTEMS 2 H-1699 Reinf. S.B.R./S.S.R, Keymark Alum O s� Q 5 3 1900 SW 44TH AVE. 3 H-1836 Meet. Rail, Fxd. Keymark Alum vr OCALA, FLORIDA 34474 1/16" WWW.CWS.CC 4 H-6052 Sash Top/Bot. Rail Mikron PVC 2 11/16" 3 9/16" oQCM 2 1/8" 1/16" 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC QoQ 1/16" �O 6 H-6050 Sash Meet. Rail, PVC Mikron PVC L C(GALL SR ES)D 8200 PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC �- 1" 1:8 HORZ. SLIDER 8 H-6049 Main Fr., SH, w/Flg., PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL- 1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 15 10 P-3033 Screen Spring, SS Hurley 1 15/16" 1 3/16" 26 Q Z Q Z �— 2 3/16" 9/16" 11 P-3113 Screw Support, PVC Team Plastic Rubber J6 z 0w � o Q Lu 0 Lu 12 P-3218 Screen Frame Allmetal Roll Form 7 4' 40 w Z O Z � � Z 13 P-3228 Screen Spline, .155 Dia., Blk. Dapa 1 5/8" � 1 5/8" = 1 5/8" 1 5/16" LL � w - Z O 3 z Z = � Q � 14 P-4754 Screen Frame Corner Key Allmetal Nylon 1/16" 1/16" 1/16" 1/16" FIXED MEETING RAIL O O O U Q� = O Off, SCREWED TOGETHER WITH U U ~ Z � co I 15 P-3342 Seam Sealer, SM-5504 Schnee SiliconeLAL, L p Z — U) Z OUTERFRAME Z O D U Uj— 5 U - 16 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 Q Z U) Z O L U 17 P-3429 Wstp., 0.270 x .187 back FinSeal, Gr Ultrafab Q � O w - T O z Q � 02 >-U) Z uS 18 P-3539 #8 x 3/4" Square TEK 2 Zinc Fastenal Steel 5/8.' 3/4" O 0 � >_ O g 19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc Fastenal Steel 3/16" 2 OE z U) w � O J U) � a 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 1" 1 15/16" 1/16" p w P 0 0- Oz U) P-3783 or O 1/16" a a � wll 21 P-5250 Spring Lock, Impact, PVC Interlock SASH MTG. RAIL-1497 SASH REINF.- 1699 22 P-4779 Roller, Tandem M&M Nylon 6� 1 5/16" �,��.oiR�E 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 3� 3/4" CE1U .,,'' *, 24 P-4069 Keeper, Impact, PVC Interlock 7/8 1/16° 3/16" ' 34 ' 25 P=4479 Weep Cover w/ Flap M&M Nylon PLAN VIEW-1999 HEAD ACT HOOK 1999 1/16� 1/16" it 26 P 4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Zinc S.B.R./S.S.R.- 1498 ROLLER TRACK- 1776 r 3 j+ STATE OF 28 P-4952 Keeper, Rota Lock Sullivan Zinc ` �' O ro�ti �'++ * p Rotary 3/16" r & 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gr Ultrafab O 1/4 41 7/8"—{ 0--11rf ON A 30 P-4633 Barrel Fastener Fastenal Steel 7/8" 9/16 31 31 S-1112 Reinforcement, Head Keymark Alum 6 5/8" 1 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum T_ 36 PVC GLAZEBEAD-6064 1/16" L5/8 1/16" GLAZE BEAD- 1112 34 S-1776 Roller Track Keymark Alum L 35 S-1999 Frame Hook, Head, Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2" — 1 1/8"—{ 3/8" 1 5/16" 9/22/2017 36 S-2000 Panel Catch, Head, Impact Keymark Alum n 1 37 S-6005 Anti Lift Mikron PVC 3/16" 38 �L 37 LUCAS A. TURNER, P.E. ��3" F— —�1/2" 1/16" --- 'L�1/16" FL PE#58201 38 S-6013 Scrn. Adapt., w/ Nib, PVC Mikron PVC n PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 S-6014 Scrn. Adapt., PVC Mikron PVC SCREW SUPPORT-3113 PVC SCREEN CATCH-6013 NORTH PORT, FL 34288 40 S-6063 Fixed Rail Cover Mikron PVC PH. 941-380-1574 41 S-6064 Glazing Bead Mikron PVC 5/16" 1 1/8 SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG#: REV.: CW S-871 C LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 33 1:2 30F5 a6fanm. WINDOWSYSTEMS 12 112" MAX. O.C. (TYP.) 1900 SW 44TH AVE. 3" (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) OCALA, FLORIDA 34474 6" MAX. (TYP.) �3" (TYP.) SEE NOTE 2 SEE NOTE 2 WWW.CWS.CC 6" MAX. (TYP.) 4" MAX. (TYP.) r INSTALLATION 8200 PVC ANCHOR(TYP.) I I I HORZ. SLIDER INSTALLATION 8 I I I ANCHOR(TYP.) IMPACT MAX. O.C. (TYP.) Q z Q z 17" I I- OWO Q � � ui O MAX. O.C. I II Y I I I �( I w ZOz � � zI- (TYP.) I O II /\ I I O I /\ I 0 � w � Z co O � 2i2 Z Z2 QIYw00 O Oro Q = � � U 0 Z - U) zZI-- Ir Z pzUcoz - U - Q �z 20Ou- z II I I I I Q- - - - IL ----- - - -a- -- I - - - - - - a- - z— v p0 � ww � � o E ziw p -1v � - o � T_ �o_ uj � i ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) 44t%tst11,rtrrjifP 44 P,�1�REby ''. y No 58201 :-�P a;. STA7E OF re eo"tryfON A -�+ NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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 5. 9/22/2017 LUCAS A. TURNER, P.E. 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 FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 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 5. PH. 941-380-1574 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. ADE 10/10/13 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 TYPICAL HEAD ANCHORAGE SEE TABLEDMENT SUBSTRATE 086tNum. BY OTHERS WONIDOW SYSTEMS MIN. EDGE DIST. 1/4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 SUBSTRATE BY OTHERS 1/4" MAX. SHIM WWW.CWS.CC SEE TABLE 1 MIN. EMBEDMENT 40 / MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 4� 8200 PVC PERIMETER SEALANT v V BY INSTALLER + INSTALLATION ANCHOR LI H�RZ, SLIDER INSIDE AND OUTL SEE TABLE 1 Q MIN. EMBEDMENT SEALANT BEHIND o� �] 0 SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4" MAX. SHIM Q Z Q Z 0 O O a a PERIMETER SEALANT z 0 W p Q � p 0 PERIMETER SEALANT BY INSTALLER W Z O Z B I Z I— BY INSTALLER a �� INSIDE AND OUT 0 Q Cn � } O CY � co INSIDE AND OUT INSTALLATION ANCHOR Z Z LL = Q � W 0 =O SEALANT BEHIND SEE TABLE 1 O O � O U < _ � � INSTALLATION ANCHOR Z � Cn W SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND p Z — U) — Z_ FIN BY INSTALLER Q o (D =) Z 5 U U g HORIZONTAL SECTION HORIZONTAL SECTION < — 0 uj O O 0 Z 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE 2i Q p � 1— � O — HEAD AND SILL SIMILAR FOR FIN INSTALLATION CY jr >- U) 0 � O U) W DU) wCnO W Cn W Q O Q a- O0v) u) Sf 0 w � 0 wT � >_ a- � � W 1/4" MAX. SHIM a- ~ W SEALANT BEHIND oQ Q tatCIEarrre FLANGE BY INSTALLER �704�; RrI, PERIMETER SEALANT ' .' BY INSTALLER MIN. EMBEDMENT No 582D1 SEE TABLE 1 y� INSIDE AND OUT = �► ; : k STATE OF 'IIJ SUBSTRATE BY OTHERS oaf.4 O R 1 MIN. EDGE DIST ,.• � �* SEE TABLE 1 � �+ � . SEE TABLE 1 A VERTICAL SECTION U 5 TYPICAL SILL ANCHORAGE 11 � D TABLE 1: APPROVED INSTALLATION FASTENERS 9/22/2017 F E TYPE ANCHOR TYPE MIN. EMBEdffMrTMT-E0G&QLcj. LUCAS A. TURNER, P.E. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FL PE # 58201 PERIMETER SEALANT -- / 1239 JABARA AVE. FLAN7r—'t GRQI IT-FILLFD CMU 117 PCF MIN. 3/16" ITW TAPCON BY INSTALLER NORTH PORT, FL 34288 FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" INSIDE AND OUT PH. 941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16" ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN. SOUTHERN PINE (G=0.55) OR ELCO ULTRACON 1 3/8 7/8 INSTALLATION DETAILS FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE. 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" AIDE 10/10/13 - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF-TAPPING / FULL THREAD INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. FLANGE 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 C FIN 12X MIN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1 1-1/2" 1 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5OF5