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HomeMy WebLinkAboutAPPROVED NOA # 16736.2 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. Llml s 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 242$ Old Natchez Trace Trail Camden, '1N 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 40 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 7d'Edition(2020) Florida Building Code. ��i� �cp -TI) M�rR/t�� M*# ,o N0. 58201 11 rAT 0F $` NA1►\,,\`` Lucas Turner 2020.08.06 8/6/2020 15:56:14 Lucas A. Turner,P.E. -05`00' FL P.E. 58201 U2428RNER 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 Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 4e 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 76' 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 Tre 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 AAMA/WDMA/CSA Io1/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 Intertayer per Miarni-Dade NOA 19- 0305.02t t,and in the fixed glass requires Kuraray SentryGlas Interlayer per Miami-Dade NOA 17W0808.021 • Requires Quanex or Veka white rigid PVC framing per Miami-Dade NO 17-0206.lOt 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 76,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. �;ch$A Lucas Turner , , 2020.08.06 "a, ©. ss2a9oC_ 08/04/2020 15:01:48 ,p * ��� Lucas A. Turner,P.E. -05�OOfi STALE OF : FL PE#58201 '•� Olo� ��1 �tl�i■ttttll� GENERAL NOTES: Qag am.m HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WONIDOW 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) 8200 PVC 3. CONFIGURATIONS: "OX", "XO". HORZ. SLIDER 112 1/4" MAX. OVERALL FLANGE WIDTH 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND 111" MAX. UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES w O Q � OD 49 15/16" 24 5/8" ASTM E-1300-04e01/09. z w J o GLASS DLO GLASS DLO w z O z 0 z P co 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED o P w z 0 2i A IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR z z = 2i Q 0� w p O - - - - - - - DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O O U Q = �__ ANCHOR CALCULATIONS. p z — U) z z D U) z OzUUj_z � U - 64 1/4" 1 1 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q — w p O= w z MAX. REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 0 Q O O — OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT < 0 � U — p FLANGE MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w_ O w in w HEIGHT B _ B FLYING DEBRIS. z L U w 0 -1 cn Lij 63" 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT � ~ w MAX. 58 13/16" IZ �/ O 1 �/ USED AT FIXED MEETING RAIL AND HEAD/SILL. UNIT ^ GLASS ^ 561/4" HEIGHT DLO I GLASS y*y1�!��,Errrr�4 D D DLO 8. SERIES / MODEL DESIGNATION HS-8200. 4t'�� 'DRE ''. 6 9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: C�;'� - ' a% MAX. O X= OPERABLE SASH, O = FIXED SASH No 58201 SASH HEIGHT 6 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I D LOCATION. `it 1 6 a;. $TA7E OF re_0C 11. EXTERNAL WEEP SLOT= 1/4" x 1" LOCATED 4" FROM BOTH ENDS. *,.' :' p R ti •' * A C fJ A 27 15/16" 6 MAX. SASH WIDTH LucasTurne r � - 2017-09-22 9/22/2017 13:54-04:00 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES & ELEVATIONS...........1 DRAWN BY: DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS & GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: EXTRUSIONS & B.O.M...............................4 CWS-869 C ANCHOR SCHEDULE & NOTES................5 111 " x 63" +/- 60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS...........................6 SCALE: SHEET 1:20 1 OF 6 Owlum.ffl WVNDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC 7/8" OVERALL HORZ. SLIDER 3/16" ANNEALED OR TEMPERED IMPACT 7/8" OVERALL 1/4" AIRSPACE 1/8" ANNEALED OR TEMPERED Q Z Q Z 7/16" LAMI 3/8" AIR SPACE Z J 0 Q Lu 3/16" ANNEALED W Z O Z 0� !z Z P 5/16" LAMI 0 Q05>_ 0m :!�: m 1/8" ANNEALED O O O Q Q W O O 090 SENTRY GLASS IONOPLAST INTERLAYER LL ~ W Z ~ 2 _ 3/16" ANNEALED 090 DUPONT PVB INTERLAYER 0 z — U) Z z � U) 1/8" ANNEALED Q OZUc/) ZDUU — Wg00LL QUANEX DURASEAL 29 PURFECT GLAZE"H" Q � O W — = O — IG SPACER SIKAFLEX 552 Q Q U) — Z QUANEX DURASEAL Lu PURFECT GLAZE"H" W OW � W � � � � � IG SPACER 29 SIKAFLEX 552 z = d 0� O — u) 11 1/2" GLASS BITE O W ~ O d = > of � � Lu " 30 11 I 1/2" GLASS BITE y�yt��irait�r�td ------------- 16 dF Ok- :fC oQo� I r�P ; STATE OF: :fir: r r O GLASS TYPE B glirpil litto SASH GLASS C YPE A LASS 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: TEF 10/11/13 DWG#: REV.: SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C SCALE: SHEET 1:1 2 OF 6 INTERIOR 22 25 23 24 (a��(O . WONDOW SYSTEMS 21 22 19 or 49 20 15 12 13 42 45 43 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC OQ 0 Q 40 �� Q 2 PVC HORZOSLIDER O� �O �0 IMPACT z Q � o� p a Qao a �o F 0 Dw Uwop Z w J 0 Q w 111 28; 3 2 5 6 17 18 8 1 SECTION VIEW D-D 0 Q0 � >- O6� 3: m JAMB ROTARY LOCKS ILL �-- Lu z �-- 3: g = O 0 0 OaQw00 JAMB ROTARY LOCKS: U U u) � z D_ � u) D_ 40 - MAY BE SUBSTITUTED FOR JAMB 0 z - U) - z � � U) SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. Q z U U) z p L U - REQUIRED ON FIN UNITS. Q 0 w = O z o�0 45 Q 0 0 � z cn O 43 w O D w O w 7 w Q O w 46 _ ~ w O= U) 31-37 1 _ w � � a- 44 16 RE 11 0 50 ®���� ¢,. E A1, .$'r 00 � .3 � 14 HEAD IMPACT HOOK(TYP.) 4`r No 5$2l i :+;3 MIDSPAN OF SASHES 28 (ITEMS 44&46) -0 y. STATE OF: '-Nid INTERIOR tl: O}'A-� s JAMB IMPACT HOOKS(ITEM 42) ✓J OR ROTARY LOCKS(ITEM 23) LOCATED AT THIRD POINTS. C 14 9/22/2017 16 NOTES: 2627 - EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A. TURNER, P.E. qMUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE # 58201 18 - ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 9 7 JAMBS OF FIN UNITS. NORTH PORT, FL 34288 47 PH. 941-380-1574 I SHEET DESCRIPTION: 10 o4�Q �' 0 0 SECTION VIEWS O DRAWN BY: DATE: TEF 10/11/13 SECTION VIEW A-A HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG#: REV.: 1:20 CWS-869 C SECTION VIEW C-C SCALE: SHEET ALTERNATE FIN FRAME 1:2 30F6 PARTS LIST 3 1/8" - CORNER CONSTRUCTION j ����ITEM PART# DESCRIPTION VENDOR MATERIAL 3 1/8" — ° 1 H-6049 Main Frame, SH/HS, Flange, PVC Mikron PVC 0 a 1 -- 3 1/s WINDOW SYSTEMS H9 Q 2 H-1681 Fixed Rail, Heavy Duty, Aluminum Keymark Alum P0, 1 47 �2 1900 SW 44TH AVE. OCALA,3 S-6077 Cover, HD Fixed Rail, PVC Mikron PVC 1/16" WWW. WS.CCFLORI A 34474 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax Steel 2 11/16" 3 9/16" oQoQ 1 7/8° La rFN 1/16" WWW.CWS.CC1/16"6 P-3342 Seam Sealer, SM-5504 Schnee Silicone O4�QCORNER WELD 7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC 8 S-6013 Screen Adapter, Jamb, PVC Mikron PVC 1,. 1/8" 1:8 HORZ. SLIDER 9 S-6014 Screen Adapter, Head & Sill, PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT PVC FRAME FIN-6048 10 P-4479 Weep Cover w/ Flap M&M Nylon 6 11 S-6064 Glazing Bead Mikron PVC Q z Q z 1 15/16" 1 3/16" 5 , 12 H-6050 Sash Meeting Rail, PVC Mikron PVC 2 3/16" 2 3/16" - � p w O Q Lu 0 13 H-6051 Sash Pull Rail, PVC Mikron PVC 12 14 (3% \ w Z O Z � � — o Qcn — O � 13 � � � m 14 H-6052 Sash Top/Bot. Rail, PVC Mikron PVC 1 5/8" 1 5/8" 1 5/8" 1 5/16" w z _ z z = � Q � w00 15 H-1497 Reinf. Sash Meet. Rail Keymark Alum Dn 1/16" _ � � 1/16" 1/16" 1/16" 0 OU) OCj0 � U) a 16 H-1498 Reinforcement, Sash, Side Rail Keymark Alum p z — � z z D U) 17 H-1699 Reinforcement, Sash Pull Rail Keymark Alum PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 Q O z U � z p IUi U FIXED MEETING RAIL — u- 2i _O z 18 P-3429 Wstp., 0.270 x .187 back FinSeal, Gr Ultrafab 0 3/16" SCREWED TOGETHER WITH � 2 Q O � Z OUTERFRAME Q � 0 U) U U) 19 P-3783 Lock, Impact, PVC Interlock >- � � O g 20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel 0 1:8 ILL u)O 0 w O J U) � 21 P-4069 Keeper, Impact, PVC Interlock 5/8" - - 0 w 0 a Oz >- 22 P-3539 #8 x 3/4" Square PH Tek, W ht. Fastenal Steel 6" _I � 3/4"� � � � � � a � 23 P-4958 Rota Lock Interlock 1 1/16" 1516" 1/16" 1 5/16" 15 17 24 P-4633 8-32 x 1/2' Barrel Fastener Interlock 7/8" 46 '0-c�p. �{#-* 25 P-4952 Keeper, Rota Lock Interlock 1/16" � `� {• ' # p Rotary � SASH MTG. RAIL-1497 +*(j..' �D1<1U��.•• le 0.� 26 P-4779 Roller, Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.- 1699 No S8201 •* ' HEAD IMPACT HOOK- 1999 ;d 27 P-3541 #8 x 1/2" Quad PH TEK 2 Zinc Fastenal Steel 3/4" : # 3/16" 3/16" 7/16" 1 1/4" 28 GLASS SEE SHEET CARDINAL GLASS 6 r. STATE OF �' U: 29 Purfect Glaze "H" or Sikaflex 552 Henkel/Sika Silicone O 16 7 :0 ••• ++ * 30 P-3028 Set. Bilk., 85 Dur., 1/8" x 7/8" x 2" Lg. Frank Lowe Rubber 6 _I —1/16" 1/16" #r •'' •4 ''+• ` 31 P-3218 Screen Frame Allmetal RoIlForm T 5/8 44 S.B.R./S.S.R.- 1498 ROLLER TRACK- 1776 '.-If ON A 5/8" 32 P-4754 Screen Corner Key Allmetal Nylon 1/16" 114"y — 33 P-4755 Screen Corner Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 V8" 7/8" 34 P-3029 Screen Pull tab Summit 7 35 P-3033 Screen Spring Fla. Spring SS O 3/16" 9/16 43 36 P-3228 Screen Spline Dapa OT F PVC GLAZEBEAD-6064 1/16" 9/22/2017 37 P-4772 Screen Cloth, Fiberglass GLAZE BEAD- 1112 LUCAS A. TURNER, P.E. 40 P-3113 Screw Support, PVC Team Plastics Rubber _ 6„ 1/2" 1 1/8" FL PE # 58201 41 P-3752 Cap Plug, 1/2" Hole M&M Nylon 1 5/16" 3/8" 1 5/16" 1239 JABARA AVE. 42 S-1577 Impact Hook, Frame, Jamb Keymark Alum 42 8 48 NORTH PORT, FL 34288 7/8" 1/16" P H. 941-380-1574 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 1/16" PVC SCREEN CATCH-6013 1/16" SHEET DESCRIPTION: 44 S-2000 Impact Channel, Sash Keymark Alum PVC ANTI-LIFT-6005 PLAN VIEW- 1577 ALUM SASH IMPACT HOOK- 1577 45 P-3748 #6 X5/8 Ph FH TEK, Zinc, Painted Ajax Steel 5/16" BOM AND EXTRUSIONS 46 S-1999 Impact Hook, Frame, Head Keymark Alum 3/16" 3" 1/2" �� DRAWN BY: DATE: 47 H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC 9 40 � v16" TEF 10/11/13 48 S-6055 Roller Track, PVC, (Anti-lift) Mikron PVC _F SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG#: REV.: 49 P-5250 Lock, Impact, PVC, w/Flipper Interlock CW S-869 C 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE: 4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 7777 1:2 40F6 Qagom.m WONDOW SYSTEMS 3" (TYP.) 1900 SW 44TH AVE. 6" MAX. (TYP.) 3' (TYP.) 16 1/4" ►{ SEE NOTE 2 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) wWw.00ALA, FLORIDA 34474 WWW.CWS.CC MAX.O.C. 4" MAX. (TYP.) 6" MAX. (TYP.) (TYP.) INSTALLATION 8200 PVC C ANCHOR(TYP.) HORZ. SLIDER 8" MAX. O.C. IMPACT (TYP.) 17" MAX. O.C. �( �( �/ �/ Q z 3: Q z 0 (TYP.) x O x x O x � 0 W O U) w p 0 Z w —10 Q � w w zOZ 0� tzP 0 Qcn — >_ OQ� �; oO ILL Z Z22iQ � w O O O � OUQ = � J� Uu) I— zwI.-- u) w Q O z u w z � U U < 3:0 Oz ANCHOR LAYOUT - (FIN) OL w U) 0 w 0 w ANCHOR LAYOUT - (FLANGE) — _ m 0� O O w � 0 w = � � 0- � � a- 0. 0t%tatirrarrrtde 4RE ''i y No 58201 :-�p a;. STA7E OF cn 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 �'�7 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 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 6. 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. TEF 10/11/13 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 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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) 1:25 5 OF 6 MIN. EMBEDMENT QagaTYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE LILIV BY OTHERS WDNDOW 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 �O MIN. EDGE DIST. MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 �O 8200 PVC BY INSTALLER INSTALLATION ANCHOR Q HORZ. SLIDER INSIDE AND OUT SEE TABLE 1 a 0 MIN. EMBEDMENT SEALANT BEHIND o� d 0 a SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4" MAX. SHIM L a - � < Z0 . Q PERIMETER SEALANT Lu O Q I 0 Lu PERIMETER SEALANT BY INSTALLER W W I- - - Z0 Z � _ I Z BY INSTALLER p INSIDE AND OUT 0 Q u) �E >- O Q co INSIDE AND OUT ILLINSTALLATION ANCHOR Z Z = g Q � w 0 0 INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 O O u) O U a- � u) a- FLANGE BY INSTALLER SEALANT BEHIND U) Z SEE TABLE 1 FIN BY INSTALLER 0 0 () Z) - - � U (]BEHORIZONTAL SECTION C HORIZONTAL SECTION Q Z U ZLLgOOliz CAL JAMB ANCHORAGE �6� TYPICAL FIN ANCHORAGE 2i Q O � � O - HEAD AND SILL SIMILAR FOR FIN INSTALLATION < 0� 0� w >- uZ OU) U) O � ,� wn0wcnw O w � 0 w = � >- 1/4" MAX.SHIM 0 0- 0 a- FLANGE BY INSTALLER O Q 0y AISEALANT BEHIND REEW arrrtde PERIMETER SEALANT � �i���a ��t BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 y No 5821 INSIDE AND OUT STA7E OF .IUjjj SUBSTRATE BY OTHERS +ate`•. SEE TABLE 1 MIN. EDGE DIST. �r�, ' R+1 ` SEE TABLE 1 4 q VERTICAL SECTION 0 � �������;i��� 6 TYPICAL SILL ANCHORAGE a TABLE 1: APPROVED INSTALLATION FASTENERS 0 a 9/22/2017 FRAME TYPE SU T MIN. EDGE DIST. Q LUCAS A. TURNER, P.E. --- FL PE # 58201 ANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. LANGE HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" BY INSTALLER NORTH PORT, FL 34288 FLANGE 1„ INSIDE AND OUT PH. 941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 6 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, UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN DATE: FLANGE 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" TEF 10/11/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" - 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 : 9 C scALE LE FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 6OF6