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f I i„ i STA WIDE Property Information Building.;Information Owner: JACK&LAURIE MODINE Wind Zone: 170 MPH. Address: 4310 CHRISTENSEN RD Exposure Category' : C FORT PIERCE,FL 34981 Minimum Building Dimension: 35 ft. Mean Roof Height': �12 ft. Risk Category: a, II Design Pressure Calculations Opening Location Device Device Device 1[:P::ure Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) (psf) Pressure(psf) 1 _ Int 72 60 7 351' 38.3 ------ -------._ ......... -- ..... .... _..._. ..._. - 2 Int 35 60 7 36.9 40.1 3 Int 35 60 7 (', 36.9 -40.1 4 Int - _ 35 60 7 I' 36.9 -40.1 _..._ - ._.... _._— --- .. . - -- :. ---- 5 Int 25 24 7 L 37.8 410 6 Int 35 60 7 �' 36.9 -40.1 7 Int 71 81 7 I 34.4 -37.6 - 8 End 25 60 7 37.7 -50.4 9 - Int 25 60 7 ',I 37.7 -40.9 10 Int 24 23 7 37.8 -- -41.0---- I,. I.. it i I I il; I I I , Prepared in accordance with:ASCE 7-l0,Chapter 30. Wind Loads-Components and Cladding.5th Edition;,(?0l4)Florida Building Code. Page 1 of 1 I i' � I ' 4310 CHRISTENSEN RD. A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA 1 Int window 7/8"Lami IG FL 16736.1 -60 60 -35.1- - -3-83 -F 74-X 63 - 72x60 - No . -No = _2_ Int Window "8"Lm""G FL16-177.1 .--70-- 7.0_ _--_ ._ 36.9 -__ -40,1-, 35x60 No No 52 X 62 3 Int window 7/8"LamilG FL16177.1 70 70 36.9 40.1 52xQ_ -35x60 - No - -No - --------4- -Int Window 7/8"Lami IG -F-L-1-6-1-7-7.1---70— 7.0 _3_6_.9_—40.1_ 52 x 62 3 5x60 No No 5 Int window 7/8"Lami IG FL16177.1 70 70 37.8 -41.0 52 x 62 25x24 No No 6 Int window 7/8"Lami lG FL16177.1 70 70 36.9 -40.1 52x62 35x60 No No 7 Int DOOR I"Lami IG FL11103.1 60 60 34.4 -37.6 96 X 96 71x81 No No 8 End window 7/8"Lami IG FL16177.1 70 70 37.7 -50.4 52 x 62 25x60 No No 9 Int window 7/8"Lami IG FL16177.1 70 70 37.7 -40.9 52 X 62 25x60 No No 10 Int window 7/8"Lami IG FL 16177.1 70 70 37.8 -41.0 52 x 62 24x23 No No ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART aSySeOIS For Wall Com onents & Claddin d CouTH FLORIDA nt: 0.6 - P 9 ASD Load Combination Coefficient: 0.6 Kzt= 1.0 -�..... .� easyseals.cvjn Wind Pressures[psf]For use with Allowable Stress Design Enclosed Bldg: GCpi=±0.18 Kd= 0.85 Broward,Palm Beach Broward,Palm Beach(Coast) Miami-Dade Miami-Dade(Coast) Florida Keys(Coast) Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph Wind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category'D' Exposure Category'C' Exposure Category'D' Exposure Category'D' Mean Mean Mean Mean Mean All Triburary Areas All Triburary Areas All Triburary Areas All Triburary Areas All Triburary Areas Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Height Interior Corner Height Interior Corner Height Interior Corner Height Interior Corner Height Interior Corner + up to: + I - + - up to: + I - + - -up to: + - +- - up to: +- - +_ I - 15 ft +37.8 -41.0 +37.8 -50.6 15 ft +45.9 -49.8 +45.9-61.4 15 ft +40.1-43.4 +40.1-53.6 15 ft +48.6-52.7 +48.6-65.1 15 ft +51.4-55.8 +51.4-68.9 20 ft + 6 8 20 ft +48.2 -52:3 +48.2-64:6 20 ft +42:6-46.2 +42.6-57.0 =20 ft +51.1-55.4 +51a-68:4- - 20 ft +54.1-58.6- +54.1-72.4 . 25 ft +42.1-45.7 +42.1-56.4 25 ft +50.1-54.4 +50.1 -67.1 25 ft +44.6-48.4 +44.6 -59.7 25 ft +53.1-57.6 +53.1-71.1 25 ft +56.2 -61.0 +56.2 -75.3 -- - ---- - - --- 30 ft +43.7 -47.4 +43.7 -58.6 30 ft +51.7-56.1 +51.7 -69.3 -- 30-ft +46.3 -50.3 --+46.3--6-2.1 30 ft +54:8 =59:5 -+54:8 =73..-4- -- --30 ft ---+58:0=62:9-- +58:0 -77:7-- ---- 35 ft +45.2 -49.0 +45.2 -60.5 35 ft +53.2-57.7 +53.2 -71.2 35 ft +47.9-51.9 +47.9-64.1 35 ft +56.3 -61.1 +56.3 -75.4 35 ft +59.6-64.6 +59.6 -79.8 40 ft +46.5 -50.4 +46.5 -62.2 40 ft +54.4-59.0 +54.4-72.8 40 ft +49.2 -53.4 +49.2-65.9 40 ft +57.6-62.5 +57.6 -77.2 40 ft +61.0-66.2 +61.0 -81.7 45 ft +47.6-51.7 +47.6-63.8 45 ft +55.5 -60.2 +55.51-74.3 45 ft +50.5 -54.8 +50.5 -67.6 45 ft +58.8 -63.8 +58.8 -78.8 45 ft -+62.3 -67.5 +62.3 -83.4 soft +48.7 -52.8 +48.7 -65.2 50 ft +56.6 -61.3 +56.6-75.7 50 ft +51.6 -56.0 +51.6-69.1 50 ft +59.9 -65.0 +59.9-80.2 Soft +63.4-68.8 +63.4-84.9 55 ft +49.7-53.9 +49.7-66.5 55 ft +57.5 -62.4 +57.5 -77.0 55 ft +52.7 -57.1 +52.7-70.5 '55 ft +60.9 -66.1 +60.9 -81.6 55 ft +64.5-69.9 +64.5 -86.3 60 ft +50.6-54.9 +50.6-67.8 60 ft +58.4-63.3 +58.4-78.2 60 ft +53.61-58.2 +53.6-71.8 60 ft +61.9 -67.1 +61.9 -82.8 60 ft +65.4-71.0 +65.4-87.6 70 ft +47.8-47.8 +47.8 -87.7 70 ft +54.9 -54.9 +54.9-100.6 70 ft +50.7 -50.7 +50.7-92.9 70 ft +58.2-58.2 +58.2 -106.6 70 ft +61.5 -61.5 +61.5 -112.8 80 ft +49.2 -49.2 +49.2 -90.2 80 ft +56.2 -56.2 +56.2 -103.0 80 ft +52.1 -52.1 +52.1 -95.6 80 ft +59.5 -59.5 +59.5 -109.1 80 ft +63.0 -63.0 +63.0 -115.4 90 ft +50.4-50.4 +50.4-92.5 90 ft +57.3 -57.3 +57.3 -105.1 90 ft +53.5 -53.5 +53.5-98.0 90 ft +60.8-60.8 +60.8 -111.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +51.6 -51.6 +51.6 -94.6 100 ft +58.4 -58.4 +58.4 -107.1 100 ft +54.7 -54.7 +54.7 -100.2 100 ft +61.9 -61.9 +61.9 -113.4 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +53.6-53.6 1 +53.6-98.3 120 ft +60.3 -60.3 +60.3 -110.5 120 ft +56.81-56.8 +56.8 -104.1 120 ft +63.9-63.9 +63.9 -117.1 120 ft +67.6-67.6 +67.6-123.9 140 ft +55.4-55.4 +55.4-101.5 140 ft +61.9 -61.9 +61.9 -113.5 140 ft +58.7 -58.7 +58.7 -107.6 140 ft +65.6-65.6 +65.6-120.3 140 ft +69.4-69.4 +69.4-127.2 160 ft +56.9 -56.9 +56.9 -104.4 160 ft +63.4-63.4 +63.4-116.2 160 ft +60.3 -60.3 +60.3 -110.6 160 ft +67.1-67.1 +67.1-123.1 160 ft +71.0-71.0 +71.0-130.2 180 ft +58.4 -58.4 +58.4-107.0 180 ft +64.7 -64.7 +64.7 -118.6 180 ft +61.9 -61.9 +61.9 -113.4 180 ft +68.5 -68.5 +68.5 -125.7 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +59.7-59.7 +59.7-109.4 200 ft +65.9 -65.9 +65.9 -120.8 200 ft +63.2 -63.2 +63.2 -115.9 200 ft +69.8-69.8 +69.8 -128.0 200 ft +73.9 -73.9 +73.9 -135.4 a a a a In •Conforms to the Florida Building Code 5th Ed(2014). •Wind Speeds noted above are ultimate design wind •Wind pressures are applicable to all building floors. Valid Only with engineer's LJ.I •Tabulated design wind loads are based on ASCE 7-10 speeds(3-second gust). •Tabulated wind pressures are valid for all roof slopes;no ~ signature&ra' ed seal Q specifications for components and cladding based on design •Cities and/or counties are listed only as a general guide, reduction for roof slope 510°has been considered. i Z criteria as noted herein. based on Risk Category II buildings.Verify applicable wind •Tributary Area noted In table(effective wind area)is equal s Zoo e s = i i J •Where this document Is used for permit,applicability of speed and exposure category with local building to the minimum of[height x width]or[ht x ht/3]. Round o Zone < design criteria noted herein(Basic Wind Speed,Exposure department. down to values shown. c 4 5 Category,ry,Risk category,ry,etc.)shall be verified b the Plus(+)&minus(-)signs signify p ressures acting toward •Zones 4&5("Interior"and"corner"zones,respectively) m Z contractor&building official prior to construction. and away from the exterior component or cladding surface, are as shown to the right,where the dimension"a"Is the Save Height CNOV02 20 7 W •This specification may be used in conjunction with respectively. minimum of 10%of the building's least horizontal dimension Mean Roof Ht V engineering under separate certification(by this engineer or •Where"Mean(average)Roof Height"cannot be or 40%of the mean roof height,but never less than 3'-O"or by others)using Allowable Stress Design(ASD). determined,peak roof height shall be used,except that eave 4F6 of the least horizontal dimension. Peak Height - - Christian Langley,PE •Refer to the above-noted ASCE 7 standard for descriptions height shall be used for roof angle less than or equal to 30". •This specification Is valid only for use with structures NOT WAL I FI ENATION WAI I FI FVATON FL PE#67382 CA#31124 and definitions of all design criteria. Round up to values shown located In the upper one-half of an Isolated hill,ridge or 1200 N Federal Hwy,#200,Boca Raton,Fl.33432 •Design is based on structure classification as Enclosed Bldg: Copyright©2017 Easy Seals Document O.A10RS /4/2015 Florida Building Code Online RM pi �5. -'sf`� Ill lip' !�, n ��.L���s�^tk»f"„TsFf 'tI "� E err^� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search 'IOf des e���}di ti �..:::, Busines �r ) ; Professignal aUSER Public Userct Approval Regulation Product Approval Menu>Product or Application Search>Application List> i etail II z ,> '7 FL# FL16736-R1 f Application Type Revision Code Version 2014 i Application Status Approved I I Comments Archived i Product Manufacturer Custom Window System' Inc. Address/Phone/Email 1900 SW 44th Avenue II Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave, I Ocala, FL 34474 (352) 368-6922 Ext 29 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 II (352) 368-6922 Ext 291 jlathrop@cws.cc I Category Windows ;• Subcategory Horizontal Slider . Compliance Method Evaluation Report from'a Florida!Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received it I` Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications„Inc. I „ Quality Assurance Contract Expiration Date 07/21/2020 i Validated By Steven M. Urich, PE Validation Checklist Hardcopy Received Certificate of Independence FL16736 R1 COI EvalR to CWS-87'iB(HS-8200. 74x63. IMP).odf ' I Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 I 12004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 ; 1994 � I Equivalence of Product Standards i httpsJ/floridabuilding.org/pr/pr_app_00.aspx?param=wGEVXQwtDqu8obl%2FlZm6TgPohLz6ontOaKpvglON3ei aBBBv3OgMA%3d%3d 1/2 I � I ,I i � I 7/4/2015 Florida Building Code Online I i Certified By . Sections from the Code I , I i , i; I , Product Approval Method Method 1 Option D C Date Submitted 04/15/2015 !' Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 ffGlass ary of Products --......-- — --- Model,Number or Name Description I j' I .1 HS-8200 PVC Horizontal Slider HS-8200 PVC,HorizontalpSlider,�IMPACT, 74"x 63", XO or OX. s of Use Installation Ilnstructions oved for use in HVHZ:Yes FL16736 Rl .II CWS-8718 (HS'8200. 74x63, IMP).Ddf oved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 act Resistant:Yes Created by Independent Third Party: Yes ign Pressure: +60/-60 Evaluation Reports r: Large Missile,74"x 63", DP+/- 60 psf. Outer lite in FL16736 RI SAE DuPolnf'PVB NOA 13-0129 27.odf ust be safety glazed when used above 30 ft. in HVHZ. FL16736 Rl SAE EvalR'ep CWS-871B(HS-8200. 74x63. complies to ASTM E1300-04. IM df FL16736 RI AE Ouanei (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC11Horizontal',SIIder,,IMPACT, 111"x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 RI II CWS-869B(HS-8200 111x63. IMP).odf Approved for use outside HVHZ:Yes Verified By:ILucas 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 RI kE DuP6nt PVB NOA 13-0129 27.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 Rl iIAE DuP66t SGP NOA 11-0624 02.odf Glass complies to ASTM E1300-04. FL16736 Rl JAE EyalRe'D CWS'869B(HS-8200. 111x63. IMP),i)df I ' I FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.12.1 Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement:i;(Accessibility Statement::Refund Statement I :- , 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!tlie Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addressesiare 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 dick here. I, Product Approval Accepts: I•, ef:teCk ac � sccuritvuri ures- i I ' II, f Int https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvg[ON3eNaBBBv3yAgMA%3d`/o3d 2/2 I1 fI I i nl I URNER I 1 239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-3 80-1574 TCONSULTING, INC. I'FBPE C.O.A. #29779 L' Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile,Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) � i Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i 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 compliesjivith the,requirements of the 5`h Edition(2014)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-871B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3 887-1, -1A,-2, and-2A, by National Certified,Testing Laboratories, Orlando,FL,signed and sealed by Gerard J. Ferrara,with testingperforrried: TAS 201,202, 203 `94,ASTM E 1886 '02/04/05,ASTM E 1996 '04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-871'B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871!'B • 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 • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-01-29.27t' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N;O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed. (2014)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 wy,ill I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ;, L�rtur��rr��l ORE ty Pe N. 58201 o: cc �0;• STATE of c�tU 4/18/2015 l iLucas A. Turner, P.E. FL PE#58201 i, ' GENERAL NOTES: useno HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 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 3.CONFIGURATIONS:"OX*,"XO".74"MAX.UNIT WIDTH HORZ.SLIDER 33'GLASS DLO - -- - - - 4..DESIGN PRESSURE RATING: _ _ IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04. -_ -- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n v - - • INFILTRATION TEST PRESSURE A D GLASS TABLES � '- - - ASTM E-1300-04.- 0 o O I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 64 1/4" I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR M o } ------ MAX.- --- - _ _-_ __- _ _ _ _ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m FLANGE B - - -- - - I -- B- - - ---ANCHOR CALCULATIONS: -- - — -- --- - o--U)-- HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m O rn REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT N W z w 63' I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W w 0_ T58 I FLYING DEBRIS. o W 0 OX 594/16- 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTMAX. o a U SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a = w HEIGHT <0 O 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ O z 3116' I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ��u�����i� _ GLASS I 5 X=OPERABLE SASH,O=FIXED SASH `�%% x4iDREtb�r4,� DLO %C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Ql C.r'... .... 5 LOCATION. JG:• 4 F ••Z� I I D v t No 58201 :, I I 5 11.EXTERNAL WEEP SLOT=1/4'x 1'LOCATED 4'FROM BOTH ENDS. CLl I ' az -_ __ X90 • STATE OF C A A F .40Aj0 `?' S G�. 5 33'GLASS DLO �,'S'ONA%��.0� 36 5116'MAX.SASH WIDTH �` 4/11/2015 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: ADE 10/10/13 GENERAL VI DWG#: REV.: VIEWS MAX. UNIT SIZE DESIGN..PRESSURE RATING IMPACT RATING SECTION EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT 1 e ANCHOR SCHEDULE&NOTESES.................. SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 7 8 30 2 2siow INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 17 18 1 1 3 6 WWW.CWS.CC 8200 PVC HORZ.SLIDER - - - - - -- -- - - - - - Q �2 � O O � 41 40 3 1 29 39 O } - - --- - - - --- -- -- - - - - —SECTION 8-B — - - — - --- -- -------- -- W ¢ m -— 11 U Z e NOTE:FIXED LITE AT HEAD m r AND SILL IS SIMILAR. co 0 31 `" tW9 Z W a w O 19 w d w W cr 38 3 O < U rn 17 1 7 W U01 36 3 O m ¢ 19 Z 41 ap%'1140RE W,% .. .......... HEAD IMPACT HOOK(TYP.) �� PT q MIDSPAN OF SASH ���Qr?;•�C E N ••1J���� (ITEMS 35 8 36) 718"OVERALL V ^� �v:• No 58201 118"ANNEALED or TEMPERED t#: INTERIOR 7116.AIRSPACE I I :9 STATE OF tu.'� I I 5116"LAMI %0. _4u SWEEP LOCK(TYP.) 1/8"ANNEALED �,SS/ONA�e e ONLY ENGAGED PRIOR .Q$Q DUPONT PVB INTERLAYER14411181%0" 43 TO HURRICANE FORCE WINDS. 1/8'ANNEALED �� LOCATED AT THIRD POINTS 19 4 I X I (ITEM 27) 7r, 4/11/2015 3 43 PURFECT GLAZE'H' 13 SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 q 22 q FL PE#58201 4t sj 1239 JABARA AVE. 8 5 I NORTH PORT,FL 34288 PH.941-380-1574 5 18 112'GLASS BITE SHEET DESCRIPTION: I I 0 0 32 SECTION VIEWS AND GLAZING DETAIL 4 DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND ADE 10/10113 JAMB SWEEP LOCK LOCATIONS - 1:20 DWG#: REV.: SECTION C-C ALTERNATE FIN FRAME GLASS TYPE A CWS-871 B 1:1 SCALE: SHEET 1:2 2 OF 5 PARTS LIST 31/8• CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8•—� )1)17/lJe1/d 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2" WINDOW SYSTEP9S 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 6 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 1/16' 39116" 0 '/76' 21/8• 1/16" WWW.CWS.CC 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC rn=d2j= 4 6 H-6050 Sash Meet.Rail,PVC Mikron PVC811 L CORNER WELD 7 H-6051 Sash Side Rail,PVC Mikron PVC �„•_1. (ALL SIDES) $200 PVC 1:6 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 10 P-3033 Screen Spring,SS Hurley 1 15/18" 13/16*- n v _ i'__ I 9116"- Ff. ---- -- ---11- P-3113 Screw-Support,PVC Team Plastic -_.Rubber -' 6 = _ _ _ ---- - ___ �_-- - _ - ____ _ ____- o N W r 6 12 P-3218 Screen Frame Allmetal RoIlForm I 7 4 40 0 0 0 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 518' 1 518" 1 5/8" 1 5/16' ____14 P4754 Screen Frame Comer Key Allmetal Nylon __1/16_ _"_ Iq_ 1n6'__ _q _1116" ____� 117_6" FIXED MEETING RAIL W Q a}0 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone JLLJ_ - .1LLL --_- ---SCREWED TOGETHER WITH- - ------ ---- - __w ------ OUTERFRAME 16 P-3352 Set.Blk.,85 Dur.,1/8"x 518"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 LL 1.-: O 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr, Ultrafab o 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 518.x'�{ 314' 0 ZO w 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3116" T ' I 2 a w F= 20 P-3752 Cap Plug,1/2"Hole M&M Nylon ji ' 15116' 1/1g• w w P-3783 or O L 1110, L a Q N 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699W 7) U O 22 P4779 Roller,Tandem M&M Nylon I- 6" I 15/16' 23 P 4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7/16" 1 1/4 m Q Z 24 P4069 Keeper,Impact,PVC Interlock 1116" -I 3/ 34 ����t,14111181", DRE ,��'f� 7/8' 3116' pp 11of 25 P4479 Weep Cover w/Flap M&M Nylon -t— T 3 .•�P�.......TL'�,� 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 T 1/161 1/16" ;�GP••y�C E NS ..�Q�� S.B.R./S.S.R.-1498 ROLLER TRACK-1776 v. No 58201 27 P-4958 Rotary Lock Sullivan Zinc 28 P4952 Keeper,Rotary Lock Sullivan Zinc0 3116' 29 P4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab O 714 41 r7/8"-{ '9.• STATE OF %k 30 P4633 Barrel Fastener Fastenal Steel I I O �lu 31 S-1112 Reinforcement,Head Keymark Alum 6' I --1 5/8'r- 7/L 9/1L 31 �''.;cSsl F i� 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T- 36 1/16" '� ONAr,1 ���� 34 S-1776 Roller Track Keymark Alum 51L 1116" PVC GLAZEBEAD-6064 GLAZE BEAD-1112 "`y 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 WWI;;7 5116'-{ 4/11/2015 36 S-2000 Panel Catch,Head,Impact Keymark Alum I 37 S-6005 Anti Lift Mikron PVC X16 `__�L� 338 3 LUCAS A.TURNER,P.E. LI 3' –I I---1 1/2' - 1/16• 1116' FL PE#58201 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 1239 JABARA AVE. �J PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Cover Mikron PVC ... PH.941-380-1574 41 S-6064 Glazing Bead Mikron PVC 5/16.11/8.-1 SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS I 39 BOM AND EXTRUSIONS 43 jPurfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: - ADE 10/10/13 DWG II: REV.: CWS-871 B LINE ITEMS NOT USED:33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 12 30F5 �DO EP15 12 1/2'MAX.O.C.(TYP.) IF 1900 SW 44TH AVE. 3•(TYP.) 4'MAX. 8-MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6-MAX.(TYP.) 3 P SEE NOTE 2 E NOTE 2 WWW.CWS.CC 6'MAX.(TYP.) ~ •� �) 4'MAX.(TYP.) I----- 8200 PVC INSTALLATION ANCHOR(TYP.) , I HORZ.SLIDER I INSTALLATION g. - - - -- - - - - ANCHOR(TYRI - - IMPACT- MAX O.C. (TYP.) in v (P.j.C. - -------- --- -- - - --- -- ---- ---- I W ¢.m r) z m O I jl I I I o D C/) W W Q it Cl a d U I 0 ¢IL T W ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) m ¢ OZ t4DRE W 'vGY• No 5820'•���� =v: aG NOTES: :9 STATE OF W+ •(OR1CP�N 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. � S�ONAI. 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. 4/11/2015 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 # 01 LUCAS A.TURNER,P.E.JA RA AVE..BE PROTECTED TO PREVENT REACTION. 1239 JABARA A S.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. 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: 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 tt: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B 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),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 MIN.EMBEDMENT Comm TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MIN.EDGE DIST, 1/4'*OR 3EE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS 1/4'MAX.SHIM SEE TABLE 1 OCALAwww. FLORIDA 34474 WWW.CWS.CC SEE TABLE 1 ::EIDGE DIST. MIN.EMBEDMENTSEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8.200 PVC BYINSNSIDETALLER AND OUT SEE TABLEI1 ANCHORZ.SLIDER SEALANT BEHIND MENTIMPACT FLANGE BY INSTALLER 114"MAK SHIM TALLERT SIDE UTSEALANTWETER SEA BY INSTALLERS IN AND OE AND OUTINSTALLATION ANCHORW INSTALLATION ANCHOR --- ANT-BEHIND-- ----_-__ - _ _ SEE' 1 _ _w ¢ m_ __- SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND \ FIN BY INSTALLER U .Z HORIZONTAL SECTION HORIZONTAL SECTION O 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE ` o HEAD AND SILL SIMILAR FOR FIN INSTALLATION N w Z O W n a w Illl C) a W U 114^MAX.SHIMp ¢ U SEALANT BEHIND :3 0,CY FLANGE BY INSTALLER O m ¢ O Z BYI STALRRREALANT SEE TABLE I IL MENT �\N�REH"/����' INSIDE AND OUT ,��5 P •,TG��� VGP:4\C e N 3F•.Q�ilN f. No 58201 :'P SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. *• * •• ^b :ate SEE TABLE 1 .*9• STATE QF <L'.+ VERTICAL SECTION SOT•• P•:=!V4 5 TYPICAL SILL ANCHORAGE ����CCS'•l O F 1 C.•'��`� TABLE 1:APPROVED INSTALLATION FASTENERS Q 4/1112015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-1/2" 1-118" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1' 2' 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 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-112" 51 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON 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 KW IK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG p: REV.: FLANGE 1/8'ALUM.(6063-TS MIN.)OR f110 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7116^ -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 B FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET 12 5OF5 7/5/2015 Florida Building Code Online i t>q ..�+a.,.--...r`.,.n,...:.°a � 5•"sIT t �ur�r.w.sk' v�., _ orda Dcpanu nerltq BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff,.' BCIS Site Map Links Search Busines �('' ((�L1� ] a ProductA royal ProfessiVnUIUSER:Public UserRegulation, [ �l3ll!!RI(rR}!}RRi!/tlt Product Approval Menu>Product or Application Search>Application List>Application Detail j !' FL# FL16177-R1 s Application Type Revision Code Version 2014 Application Status Approved Comments Archived i Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 koss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. it Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 29;1 jlathrop@cws.cc i Category Windows Subcategory Single Hung ! ! i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopyl'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 d Validation Checklist Hardcopy Received Certificate of Independence FL16177 RI COI EvalRep CWS-8128(SH-8100. IMP. NoSillAnch).odf i, Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 I 2005 ASTM E1996-09 I 2009 PA TAS 201/202/203 ! 1994 Equivalence of Product Standards i I httpsJ/floridabuilding.org/pr/Pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPjuPdYuGeM3yyul882p/o2bJrew,%3d%3d 1/2 i Ii i j 1 I I r 7/5/2015 Florida Building Code Online Certified By I , Sections from the Code I ' I I Product Approval Method Method 1 Option D I' Date Submitted 04/14/2015 Date Validated 04/21/2015 j Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hing Impact Resistant window. Limits of Use Installation'instructions Approved for use in HVHZ:Yes FL16177 R1II II CWS-8128(SH-8100. IMP. NoSillAnch).Odf Approved for use outside HVHZ:Yes Verified By:1I1-ucas 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. Safety FL16177 RIMAE DuPont PVB NOA 13-0129 27.Ddf glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1'IAE EvalReD CWS-812B(SH-8100. IMP, complies to ASTM E1300-04. NoSillAnch).odf FL16177 R1,IAE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by I'ndependent Third Party: Yes 11JCk N<�xt Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850+487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy(Statement:'I A_ccessibllity 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 dick here. Product Approval Accepts: Kj® eCAeck sccuritvmtriuc;NamI u i' I I i I : i I I I I I I I. � I I I httpsJ/floridabuilding.org/pr/pr_app dtl.aspx?param=wGE\IXQwtDgvyf4ngAXhlOy8QtjDbm Bl PjuPdYuGeM3yi u1882%2bJrew%3d%3d 2/2 I I I it i i I URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & ! Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 51 7/8"x 61 3/4"unit size, +/-70 PSF,no anchors in sill j Manufacturer: Custom Window Systems, Inc. 1900 SW 44°'Ave,Ocala, FL ,3,4474' 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', ith the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. I Technical Documentation: 1) This report,prepared by Lucas A.Turner, P.E., at 1239 Jabara Aye.,North Port,,FL 2) Approval drawing CWS-81213,signed and sealed by Lucas A.Tuner, 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/CS'A 101/i.S.2/A440-08 4) Supplemental Calculations to support CWS-81213, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-81213. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812B • 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-1090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Duponit and Quanex NOAs and find that they comply with the requirements of the 51 Ed. (2014)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. t�ty��ie�err�r� 8'.G w: No 5M201 4/18/2015 Lucas A. Turner, P.E. 1) STATE OF �1[t: 0 �r�, ! FL PE#58201 N A - I. i GENERAL NOTES: cm�mffl SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO 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. W W W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8'MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:'O/X'. 78MAX.UNIT WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: 4711/16'GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED-PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a -- - - - - - - - INFILTRATION TEST PRESSURE AND GLASS TABLES - - - - - o 63' _ __ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED JJ- H12 MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR r Q } OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m _ - - --- FLANGE----— - -- - - — -- -- ANCHOR-CALCULATIONS---— -------- ---- HEIGHT z O U " z B I B 2s 13ns' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE LL b � GLASS NOT REQUIRED. c N Ln N O Z I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTw ¢ d ¢ 61 3/4' I I USED AT FIXED MEETING RAIL AND JAMB, a MAX. o LL a HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100.UNIT < 0 20.1 U) 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a ¢ O X=OPERABLE SASH,0=FIXED SASH 1 m ¢ O. M 3/16' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH `, , GLA26 SS LOCATION. DRErp��ii HEIGHT X DLO ��` Pt;.••••� g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4'FROM BOTH ENDS. ;GpG•��GE Ns GQY i 6 v t No 58201 4LI? 6 STATE Of ;�+L 451/16" Z2 GLASS DLO 483/8' 4/11/2015 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&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE RATING IMPACT RATING DWG : REV.: SECTION VIEWS.................................3 EXTRUSIONS&B.O.M........................4 ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: B12 e INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 WINDOVV SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG - IMPACT q N CJ OD w' 7/8.OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ~ Q } I I w m m 1/8"ANNEALED OR-TEMPERED U N Z 7/16•AIRSPACE 7/16•AIRSPACE m Q LL p 5/16"LAMINATED GLASS 5/16'LAMINATED GLASS o w 1/8"ANNEALED 1/8"ANNEALED w w j F CC .090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT o 17 D_ Z 1/8"ANNEALED 1/8"ANNEALED p 0tV DURASEAL BY TRUSEAL c O DURASEAL BY TRUSEAL 47 PURFECT GLAZE'HOR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 5520] ¢ Z `04 V 0RE�r�����, 14 1/2'GLASS BITE 14 t 1/2'GLASS BITE r�� PN TGO�� 9 Gp�?.��GEMS�.��Qy 48 48 3 =ro: ar 1 12 0 S13 . STATE OF •;�kr` c� •:0 R i d• ��ter` .���,ss'OMA`e�,,`� SASH LITE FIXED LITE 4/11/2015 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 p: REV.: CWS-812 B SCA- : SHEET 1:1 2 OF 6 l� INTERIOR WIRIDOW SYSTEMIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 45 3 7 53 1 38 13 3 3 4 45 0 8100 PVC o ® SINGLE HUNG _ - - - - - - - - - - IMPACT 0 N O O 14 1 _ 3 14 54 14 65 66 63 19 4 w m a}0 - -- - -- - -- -— - - - - - SECTION B-6 v Z 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL o O RIGHT SIDE SHOWS SASH SECTION VIEW. c w p W w � F, o c9 D_ 14 99 w z Q ao Q_ 72 6 71. 13 INTERIOR m ¢ z 9 No 58201 ;¢: 14 65 10 �i�FS..... 6 3 fy- 3 23 4/11/2015 18 -- 6 LUCAS A.TURNER,P.E. 2 a FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 C= PH.941-380-1574 D SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 _ DWG k: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25.26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 30F6 PARTS LIST FRAME CORNER 99�&ffl ITEM PART 1 DESCRIPTION VENDOR MATERIAL CONSTRUCTION1 H�031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl3 ve' l2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 ISM 6. 3 H�031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 F--23/16' 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron VinylFFr 2 I e WWW.OCALAFLORIDA 34474 3 WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 4 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 1 518" 15/8' 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum1/16 1/16" $100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 1/16' CORNER WELD (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 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 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl a 19 S-6014 Scm.Adapt.,PVC,Ver. Mikron _ -Vinyl, _ a-� w 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl -- - -- -- - 1 3176' - - - - 7 112' `- 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" 24 P-2190 Balance BSI 9/16 1 1 ¢ } 25 P-3059 Sash Cam,PVC_ BSI Plastic __ _ _ g _ _ w Dom _ 26 P-3046 Take Out Clip BSI SS 1116' 1 5/8" - - -21%8'' 1716" - -FIXED MEETING RAIL -- - rn n�I SCREWED TOGETHER WITH v a Z 27 P-3783 Lock,Impact,PVC Interlock U 1/16' OUTERFRAME m o O 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 c N 30 P-3215 Weep Cow W/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 N o. Z >. 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W-� Cr 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel r1 S a 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16' 9116' W z °C 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" t 1/8' 5/16' 1 1!8'y o p0 W. 40 P 4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 2 I � ¢ p 44 P-3342 Seam Sealer,SM-5504 Schnee 718" 18 1 5n s' 19 45 P-3752 Cap Plug,1/2"Hole M&M Nylon L fns' l 045' 1/16. m ¢ O 47 P-3438 Sikaflex 552 or Pudect Glaze"H" Sika/Henkel 1/ts f ,µll H�r4r� 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 ��•`P14OREK, 51 P-3881 Temporary Lbl.(NFRC/DP) p G E N 52 P-3613 CWS Lbl.(logo) Pro Label 5/6 JV'�: 3F•'P�� 53 Sash SEE SHEET 2 GLASS 3/4" 374' 174 F- �-i- No 58201 3/16' 3 I 14 54 Fixed SEE SHEET GLASS - 56 P-3281 Spacer DurasealT+ 13 15/16' 7116' 1" 9 62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/i s" —II�� 171 s' �— S STATE OF 63 P-3218 Screen Frame,Vert. Alimetal Alum stic REINF.S.B.R./S.S.R.-ta98 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 i��i'�'FC O R i d '��=� 64 P-3321 Screen tal 65 P-3581 Screen Clothe 8omer Key x 16 Fiberglass Bet eervue Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring,SS FI.Screen SS 4/11/2015 70 crew Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 03/16. 123FL 9 PE#58201 AVE. 72 S-6063 Cover,Fixed Rail Mikron Vinyl O 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fasten( Steel PH.941-380-1574 1:j� 1/2' SHEET DESCRIPTION: LINE ITEMS NOT USED: 5 3/1 s' 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 3" -{ BOM AND EXTRUSIONS 7!i • �Q 0 SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 5-1577 DWG#: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scAL , SHEET 1.2 40176 1 , 6'MAX.(TYP.) 17'MAX.O.C.(TY .) WINDOW SYSTEPIS 1900 SW 44TH AVE. 6'MAX.(TYP.) 1900 FLORIDA 34474 -- -- -- WWW.CWS.CC SEE NOTE 2 101/2. i ; 8100 PVC MAX.O.C. SINGLE HUNG (TVP.) - - - - - - - - L - - - - - - -- - — - - -—-- wsTnLLnnorl - - = - - -- _ -- - - - ---IMPACT- ANCHOR(TYP.) 112 .. iMTGRNL ¢ .. ----- ------ — _ -- _ - - — -- - —_ -----w m m I I m N 0 LL p V N (n Y O 101/2' /\ N W Z W MAX.O.C. w ¢ LL (TYP.) (07 0- I W0jjj'� m W � ¢ O 4"(TVP.) 2 O Z 4"(TYP.) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT-(FLANGE) OPS;•��OE M SF v: No 58201 NOTES: O� STATE OF ;4+t/2 I.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. '•��F;c4 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. y 3.ANCHOR TYPE,SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,S E T 4/1`1/2015 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 TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DwG a: REV.: CWS-812 B 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: ET SHE FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:15 5 E 6 z 1 TYPICAL HEAD ANCHORAGE (�J(YfYAL(YW/ F/F,'�C-Ed. MIN.EMBEDMENT WINDOW SYSTEMS ILI{��11/-i1( MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 S UBSTRATE BY WWW.CWS.CC MIN.EMBEDMENT NT SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 81OO PVC _ INSTALLATION ANCHOR SINGLE HUNG SEALANT BEHIND C= - - - - - - - SEE TABLE 1 - - - - IMPACT- - FLANGE BY INSTALLER 1/4-MAX.SHIM CC O PERIMETER SEALANT T BY INSTALLER Q y INSTALLATION ANCHOR -- _ w fn ca - - - -- ------ - --- -- – — __INSIDE,AND OUT SEE TABLE 1 - - - - - - - - - - -- - --- -- - - —SEALANT BEHIND-------- - —-- FLANGE BY INSTALLER m "' OZ CONTINUOUS DOUBLE 3116-BEADS OF / B 1 HORIZONTAL SECTION N o Z TREMGLAZE Ul600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w W O cr PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. o d LL 114•MAX.SHIM -o .0 in SEALANT BEHIND FLANGE BY INSTALLER Z) m ¢ 0 Z PERIMETER SEALANT MIN.EMBEDMENT t11livill+i INSIDE AND OUT BYINSTALLER SEE TABLE 1 .0. ......1r�T� ,.Gp`?.��G E sF•,Pay SUBSTRATE BY OTHERS No 582D1 ••:�'0 SEE TABLE 1 MIN.EDGE DIST. `*• {r ' SEE TABLE 1 •O: VERTICAL SECTION STATE OF 6 TYPICAL SILL ANCHORAGE 4��P"�. Q '��_v s`S•;�NA�i��%'11 %% 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENE LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE XMIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1.1/2" 1-118 PERIMETER SEALANT 1239 JABARA AVE. 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.) 3116"ELCO ULTRACON 1' 1" rC1 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 3116'mfr TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318' 718' 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 KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8'ALUM.(33 KSI MIN.)OR #10 GRADE SSELF-TAPPING/ FULL THREAD CWS-812 B 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCAL SHEET 1:2 6OF6 7/4/2015 Florida Building Code Online h � .7A"� `-�'f ) ,4' 'f�'�t- d,,m,+.d ',.,.' k9'' �v`" +. �" I ���M+I ♦ � � [ x. rj01)(ja Departmel-ird BCIS Home j Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications 1„'FBC Staff BCIS Site Map Links r Search Busines '/ 1 I' P roduct Approval i , Professional (MUSER: Public User Reaulation ..,�„ Product Approval Menu>Product or Application Search>Application List>Application Detail j ` FL# rFL11103Ri2 �� R4 Application Type Code Version Application Status f I' i' Comments Archived jh Product Manufacturer stems Inc.Address/Phone/Email ue Ocala, FL 34474 I (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 li . ekoss@cws.cc I Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 ; (352) 368-6922 Ext 291 jlathrop@cws.cc I; Category Exterior Doors Subcategory Sliding Exterior Door As embliesf Compliance Method Evaluation Report from is Florida Registered Architect or a Licensed Florida Professional Engineer u Evaluation Report- Hardcopy',Received i 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 FL11103 R2 COI EvaIReD CWS-29813(SGD-8900. IMP).odf j : Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 i I 2004 ASTM E1886-02 I 2002 ASTM E1996-02' 2002 TAS 201/202/203 1994 Equivalence of Product Standards i I it https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq taGsip3GvutOCRBKBPq%2fD PvnFim WP kdS3N3YofrjggA%3d°/pad 1/2 7/4/2015 Florida Building Cade Online Certified By Sections from the Code i I , Product Approval Method Method 1 Option D I} Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 L.L.{ Date Approved 06/23/2015 Summary of Products I i FL# Model,Number or Name Description w ' 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding!iGlass Door. Limits of Use Installation jinstructiollps Approved for use in HVHZ:Yes FL11103 R2 III CWS 9813(SGD-8900. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.ffurner 58201 Impact Resistant:Yes Created by Independent Third'Party: Yes Design Pressure: +60/-60 Evaluation Itleports 1'I'r Other: Large Missile, DP = +/- 60 psf, Max. panel size 4'x FL11103 R2IIAE DUP84 SGP NOA 11-0624 02.Ddf 8'. Config. include OXXO, OXO, OX, XO. Glass complies to FL11103 R21IAE EvaMD CWS-2988(SGD-8900. IMP).Ddf ASTM E1300-04. FL11103 R211AE Ouari'e"z (Mikrbn) NOA 12-1017 02.Ddf Created by Independegt Third;Party: Yes i 11, Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:85?-487-1824 11 1i''l i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement !Accessibility Statement::Refund Statement i.B:I I Under Florida law,email addresses are public records.If you do not want your e-mail address released in res ponse,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 provideithe 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 availableito the public.',To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: utt 11 IIf i1 I I 1 I ,.II hftps://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtl)q taGslp3GvutOCRBKBPq`/o2fDPvnFimW'i cdS3N3YofrjggA%3d%ld 2/2 A � ' I URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluati6n Report 298B April 18, 2015 roduct Description: Series 8900 PVC Sliding Glass Door, LM Impact,.4'x8' nomiD size max. i Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h A e, Ocala, FL`344 Statement of Compliance: This report evaluates the above-listed;,product per the re of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies witrequirements of the 5`h Edition (2014) Florida Building Code including the.High Velo 11 Hurricane Zone. The product testing standards performed are outli ed below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-29813, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and-1A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Cales. to support CWS-29813, signed and seali d by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-29813. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2" panel sizes (96"max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the ulse of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP) Interlayer per Miami-Dade NOA#11-0624.021 • Requires Quanex (Mikron)white rigid PVC extrusions per NOA#12-101,7.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 51 Ed. (2014) 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. t"iuI1188111,, S. ♦� ��0 No 58201 .73? c * 4/18/2015 'Lucas A. Turner, P.E. :p• STATE 4F ;tu: �O,c�..,� I: to Z FL PE#58201 i i GENERAL NOTES: SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND WINDOW SYSTEP9S IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 191 1/8" WWW.CWS.CC 48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) MAX PA WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC 4.DESIGN PRESSURES: SLIDING GLASS GLASSI ' NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR--IMPACT: MAX -_DLO -- - - I TABLES ASTM E-1300-04. UNIT -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. n w `- -_ - -_-- - - - - - o O -X —O - --- - - -5:ANCHORAGE:THE 331/3%STRESS INCREASE HAS'NOT BEEN-USED IN-THE - - _ -= N H 93 86 318" DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o o MAX B GLASS B PANEDLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR L -_ HEIGHT CALCULATIONS. 2 y - - —- — _ w m 6 6.PRODUCTS APPROVED FOR-IMPACT RESISTANCE.SHUTTERS-ARE NOT -- _ --U)- C REQUIRED. O m Z 6 0 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY T WELDED. N Z > A a: 6 8.SERIES/MODEL DESIGNATION:SGD-8900. a a a 96" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: w a 14513/16 MAX UNIT WIDTH X=OPERABLE SASH,O=FIXED SASH. o a'W MAX UNIT WIDTH 48 718 a � 01 48 718' MAX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. PANEL DTH PANELWIDTH m a-Z 11.EXTERNAL WEEP SLOT=114 x 1"LOCATED 4"FROM BOTH ENDS. ` ,,ili11t1e� , 41 314' 41 3/4' 0 r'P'ORE• T GLASS 6iT GLASSOGPS:��cEtis�GJPy __DLO _ __ 9MAX v: No 58201 :fi'P UNIT •HEIGHT93112- 86318'OX O 9 STATE OF t�'2 MAX D GLASS D MAX E O X E :oo•.� r- /"� PANELDLO PANEL ����` •COR 1 t?:' �_� HEIGHT HEIGHT 863/8' GLASS a DLO, �+/ C 4!3/20`15 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 MAX. PANEL DESIGN PRESSURE ELEVATIONS CONFIG. Q96"x IMPACT RATING DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08 SECTION VIEWS OXXO&GLAZING DETAIL....2 XO +/-60 PSF LARGE MISSILE IMPACT DWG#: REV.: SECTION VIEWS OXO&XO................................3 EXTRUSIONS&B.O.M.........................................4 n n CWS-298 B ANCHOR SCHEDULE&NOTES............................5 191 MPACTSCALE: SHEET INSTALLATION DETAILS.....................................6 -60 LE 1:33.33 1 OF 6 --tet 1 ���IIL�DfI11' wlr��aw sYSTFrrs 25 18 64 7 3 21 2 0 8 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC ❑ i ❑ 8900 PVC ❑ a ❑ SLIDING GLASS _ -- ❑ - - - -� - e - - — - - - a — - - o - -- L—t - DOOR ._ -IMPACT-- - 111 N Y W OD -3b - - -33--- 6- 4--- -- ------"19 2_--9-- ------ --- - --- ------ - - ---- - --------- ---- --- -- -1-- -- -- -- - - - --.U)- -- m Z SECTION B-B o N _N z W 17 1"OVERALL a a O Of, 1 _f"1O110a I-Iq 3116"TEMPERED W W. U. U ,,, dJ rrr L16 318"AIRSPACE a a W 2 J1J 11\ 7116'LAMINATED GLASS } 4l 3116"ANNEALED GLASS - m Q-Z ILl I 2g .090 SENTRY GLASS IONOPLAST INTERLAYER 0%%'P340¢.„DRE���4�i 3116"ANNEALED GLASS �� 5_ ''•.N' 8 PAIR OF ANCHORS AT EACH CLIP. `aG?; �C E NSF•.Ry�i l Lo 13 ❑ SEE SHT 6 FOR SPACING Z v No 58201 1: r_% �-P% STATE OF :4L, 33 1,�AN' k L'A.\_. 13 PURFE T SGLAZE."H" '���SS1On1A;.** I rEL 13116"GLASS BITE Yz r'" Tr 11 13 30 ; 4/3/2015 SECTION C-C LUCAS A.TURNER,P.E. 30 J 1 FIXED PANEL ATTACHMENT FL PE#58201 WEN 1239 JABARA AVE. �� 1�1_ NORTH PORT,FL 34288 q PH.941-380-1574 NOTE: 3 I`- INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION: � WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO AND GLAZING DETAIL 31 9 O1 n DRAWNBY: DATE: IIIl/S ADE 06/03/08 -- 3 15 DWG#: REV.: 1:1.33 CWS 298 B scALE: SHEET 1:2.63 2 OF 6 Qm mffl 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 33 16 8 0 1 3 13 7 4 6 18 25 8900 PVC o b o El SLIDING GLASS ❑❑ - - - - -- - - a T- = DOOR-IMPAC Y cli w } LL LL O 1 29 35 34 19 4 6 30 1 N N; .. > w W O SECTION D-D a o'a 0 Orn W m ¢:Z 25 18 6 1 24 7 33 3 1 0 `��`y P• TG��i� JGp; ENS�•. No 58201 ❑ ! X90: STATE OF •:ii& ❑ a Q 6 G7 � � ❑ �Z 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 1z 30 33 6 24 19 2 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS-OXO AND XO/OX DRAWN BY: DATE: NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV` 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SCALE: SHEET 1:2.63 3 OF 6 PARTS LIST 5 15116" -y FRAME CONSTRUCTION ITEM PART NO DESCRIPTION VENDOR MATERIAL I {}� 1 H-6042 FRAME,MAIN,SGD MIKRON PVC 1 518' 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 WIPrDOVY SYSTEPIS 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM i 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1718' O J �`� 1/8 2 11/16" OCALA,FLORIDA 34474 L—JL_1❑❑❑LJ� 1f8' WWW.CWS.CC 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC v o 0 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC k 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 10 P-3142 ROLLER,TANDEM - SULLIVAN -STEEL 1 7/8"--{ 1-718"� 17/8" -{ FRAME CORNERS SCREWED TOGETHER DOOR-IMPACT 11 P-3342 SEAM SEALER,SM-5504 SCHNEE I I 1:10 12 P-3039 SET.BLOCK,85 DUR.1!8"X718'X2' FRANK LOWE RUBBER 13-__P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKAIHENKEL 4 6 - VENT CONSTRUCTION - ---- - -7`--.--- ----- -14-- P-3429-WSTP.,0.270X:187,-BACKFINSEAL - ULTRAFAB 15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC _ I - CN o 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZJNC 3 9116' 3 9/16' 3 9/16• 17 P-3752 CAP PLUG,1/2'HOLE M&M NYLON 1/8' g > 18 P3767- #10 X-1-HEX WASHER-HEADT-TEK=---FASTENAL—ZINC— - - __ —- _ - --— ------_ _ ----- -- - _ _- w m _- 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 118" U Z 20 P-3792 314"KEEPER AMESBURY SS tl8 \ m LL O 21 P-3793 MORTISE LOCK HS&D SS 22 P4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL N z > PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED O w 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w D_ w , 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 w o I a. 25 P4295 FIXED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 11/16' 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM t/2' 2" 21/16" I a 5 O 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 fie•—{ 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM 8 I 9 m a Z 30 S-6037 GLAZING BEAD 1.00',SGD MIKRON PVC 26 3 ,���ui1��u��� 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213116' `�.4*'tIAOREW lI. 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16' 1116' 31/16' 25/8' 115116" 4`�p�;:'�CENS'•L'Q,�! 33 GLASS(SEE SHEET 2) I Ire 1/16' JC/.• F'•• 34 H-6044 SCREEN CHANNEL MIKRON PVC Ile' 1/16• IL --: No 582'01 '•p 35 S-6045 SCREEEN ADAPTOR MIKRON PVC r*- * ' 36 P4278 W STP.,0.2"X 1.25"DUST PLUG ULTRAFAB 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM "9•; STATE OF .4&Z 38 P4366 WSTP.,1'X7.1'X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 %On'•, GA:�Z�� 39 P-3302 WSTP.,0.330"X0.187"BACK FIN ULTRAFAB 2 s .O R .40 P4479 WEEP HOLE COVER SULLNAN PVC 21/8• 3/4' 2 ��, ONA.{ fns• �r zz- O5/8" 112"-y 35 t�j8711116—, 1116' 13/1+6" 7 13/4 I I 3/4' 1/16• JI— ROLLER TRACK-1930 LUCAS A.TURNER,P.E. I L ——— FL PE#58201 PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 718 2 1/16 PH.941-380-1574 2 3/16' SHEET DESCRIPTION: 5 1/16'OO �� 4 318' 1/8' 7/16' 5/8' z 1 1/8JLJL—rc 3 BOM AND EXTRUSIONS 1 1/2' 1 t/4' 30 9/16- 1116. 1 1118' 31 DRAWN BY: DATE: 1/8' .L J— fns' 1/16' 1116. ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 DWG z: REV.: .PVC SCREEN TRACK-6041 oaG�oo CWS-298 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: SHEET PVC ASTRAGAL-6043 REINF.-1726 1:2 4 OF 6 t rt 6'MAXI jZ MAX O.C. I 8-(TYP) I Comm (TYP) (TYP) q•(TYP) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 TYP) 8900 PVC TYPAx.o.c. SLIDING GLASS - -- DOOR--IMPACT O N 77 I O O O 2 Y w m U) U.U Z m m v o (!7 0 N N Z LU w !Y W.0 Of W w w SY Q ¢.U) a ° w � O m Q.Z I Ic No 58201 ANCHOR LAYOUT NOTES: 9 STATE QF :k•, 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. '�iiO"n�'''c<O R i O P C��c�� 2.SHIM AS REQ'D 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 SHALLp� 0NA�le` BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Ss0 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE T BL 1 SHE T 4 � /3/2015 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 BE LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 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 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 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. INSTALLATIONS SHEET DESCRIPTION: TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"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. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG tt: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMA(WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS). SCALE: SHEET 120 5OF6 TYPICAL HEAD ANCHORAGE Cl�'CS�lffill(WU� 2 7/16"MIN, MIN.EDGE DIST. 1/4"MAX.SHIM LLLLLL�UUUU���1111 SEE TABLE 1 WINDOW SYSTEMS INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CW S.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 � 8900 PVC UP PERIMETER SEALANT �g 114"MAX.SHIM SLIDING GLASS BY INSTALLER- 0 DOOR-IMPACT INSIDE AND OUT - (1 2 7/16"MIN. U � N Lij - - f. INTERIOR o� o o INSTALLATION ANCHOR SEE TABLE 1 Y MIN.EDGE DIST. } - – — -- ---- — SEE w m SEALANT BETWEEN __ _ — —._ -- ___ ___ ._ _—___ _—_ SILL RISER AND FRAME JJJ a 0 Z Q n BYINSTALLER m m O 9Fu u PERIMETER SEALANT BY INSTALLER INSIDE AND OUT N R Z > PERIMETER SEALANT �� OQ �� O W U SUBSTRATE BY OTHERS W w BYINSTALLER w SEE TABLE 1 a a INSIDE AND OUT p d DO NOT COVER w w WEEP HOLES ©HORIZONTAL SECTION F < O MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE p ❑ w SUBSTRATE BY OTHERS SEE TABLE 1 n SEE TABLET INSTALLATION ANCHOR m Q O SEE TABLE 1 Z TWO ANCHORS PER SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. PRE DRILI ED HOL SH ��.`�PNOREW HEAD BY INSTALLER MIN. SEE TABLE 1 G +i � 5: 114"MAX.SHIM �A1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE FIXED PANEL v: No 58201 MIN.EMBEDMENT `+; * •:�'= SEE TABLE 1 �9 STATE OF :44'Z OTABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL '���S,C 0 R 1EDGE DIST. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" SEE TABLE 1 �';++s"ONA�E CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" X/A Z� CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1' ❑ HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1' 3" 4/3/2015 17 7/8 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-1/2' MAX.O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1" FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 1" 1239 JABARA AVE. 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,-1 34288 7/16" CLIP ANCHORS MUST PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD (STANCE.13-AWAY 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 FROM ANY MAIN FRAME GENERAL NOTES AND cHOR. ELEVATIONS FIXED PANEL CLIP ANCHORS INTO: CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON 1" 3" INSTALLATION L DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) NCHOR(TYP) © ADE 06/03/08 HORIZONTAL SECTION FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG 9: REV.: CONCRETE(2.85 KSI MIN.)OR- - 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 B HOLLOW OR GROUT-FILLED CMU(ASTM C-90) SCALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6 �t\ 1