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HomeMy WebLinkAboutNOA Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Business iProfessional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b h -- Pr � �Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL14850-R3 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@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 Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL14850_R3_COI EvalReport641C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 1 of 2 7/22/2020,4:02 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 14850.1 FD-8750, Impact. FD-8750 French Door, SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14850_R3_II_CWS-641C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile French Door w/Sidelights, Max. French FL14850_R3_AE_EvalReport641C.pdf Door 6'x 8', Max. Single Door 3'x 8', Max. Sidelight 3'x 8', Created by Independent Third Party: Yes DP+/-70 psf. Glass complies to ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 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: ® ZJ 0 Ed M Credit Card Safe 2 of 2 7/22/2020,4:02 PM URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 641C August 28, 2017 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3761-1, -1A, -1B, -1C, -2, and-2A 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 2002/2005 4) Supplemental Calculations to support CWS-641 C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-641C. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes, 40"x 97"X sizes, and 36 3/16"x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641C • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641C shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420"min. • Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade N.O.A. #14-0916.1 It • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.02t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. #17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .......... Lucas Turner �,�- No 582€1 .R�s� 8/28/2017 2017-08-30 " *' Lucas A. Turner, P.E. 17:06+20:00 = = = o., STA7e of iw FL PE #58201 - 0 f i `Eli.. JJ�� (0 ® SWING DOOR & SIDELITE - LARGE MISSILE IMPACT GENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ��'7" 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 79" MAX. FRENCH DOOR WIDTH 36 3/16" MAX. IN ASTM E 1996 PER THE FBC. WWW.CWS.CC SIDELITE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 4) 37 5/8" MAX. 33 5/8" MAX. 8700/10/50 PVC PANEL WIDTH PANEL WIDTH 3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING 26 5/8" 22 5/8" w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D w/SIDELITE(S), SIDELITE NOT ATTACHED. IMPACT 4. LOCK OPTIONS: UP TO 6'8": 91- - - - - - 97" A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. Q z 0 Q zO . 97„ MAX. HANDLE SET @ 36" z J p MAX. UNIT B. MORTISE LOCK w/TWO (2) INTERIOR FLUSH BOLTS. w z O z � I- z I-- UNIT Fn HEIGHT E E HEIGHT HANDLE SET @ 34" o P co - z O� � 2i C. MULTIPOINT (4 PT.) z z = 2 Qln� w 0 0 C C D 94 5/8" HANDLE SET @ 34" O 01­- O U Q = 95 � � a- MAX16 �( �( FLUSH BOLT ON I O 12 MAX. ABOVE 6'8": 0 z I-- z z F- D � PANEL INACTIVE PANEL I PANEL A. MULTIPOINT (5 PT.) z O (D C) CO z � O - HEIGHT HEIGHT HANDLE SET @ 34" z IL O O z Q � 0 - = O - 84 3/16" /B 83 5/8" 5. DESIGN PRESSURE RATING: Q ry � U ~ z 2E GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND w O 0 0 w w SEE DLO GLASS TABLES ASTM E-1300-04e01/09. z � w O -1 co I-- DLO NOTE 4 I -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER w p � �O } i I ]�� INFILTRATION TEST PRESSURE AND GLASS TABLES _ w w CO 40" MAX. SINGLE ASTM E-1300-04e01/09. ~ DOOR WIDTH "111ftf A D C 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED +�►�'� +r� � OR�4�r 11 37 5/8" MAX. 12 IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR 04 FRENCH DOOR PANEL WIDTH SIDELITE DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Fitq+ . �": 26 5/8" ANCHOR CALCULATIONS. ,�' No 5520 GLASS DLO A 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 1 8 1/2" NOTE: NOT REQUIRED. HINGE SPACINGS ARE 8-1/2 S'TA7E OF 97" I FROM ENDS AND 20" MAX. O.C. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS * O R t P,e UNIT 20" FOR 81" TO 97" UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. .* . , .• ' HEIGHT 9. SERIES/ MODEL DESIGNATION SD-8700, FD-8750, SLT-8710. ri# �+i ti4s 10. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: 95 3/16" X= OPERABLE SASH, O = FIXED SASH MAX. X I B PANEL B 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIGHT LOCATION. 9/22/2017 84 3/16" 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A. TURNER, P.E. GLASS SEE SEVERE WEATHER. FL PE# 58201 DLO NOTE 4 13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS 1239 JABARA AVE. GRADE 2 BY PAMEX AND DELANY. NORTH PORT, FL 34288 8 1/2" PH. 941-380-1574 A 1 14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR SHEET DESCRIPTION: NON-MULLED UNITS. TABLE OF CONTENTS SINGLE DOOR GENERAL NOTES AND ELEVATIONS GENERAL NOTES & ELEVATIONS........1-3 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING LucasTurner DRAWN BY: DATE: GLAZING DETAILS....................................4 2017-09-22 ADE 09/08/11 SECTION VIEWS....................................5-7 SINGLE BOM............................................................8 37-5/8" x 95-3/16" 13:18-04:00 DWG#: REV.: EXTRUSIONS.............................................9 FRENCH +/- 70 PSF I LARGE MISSILE IMPACT CWS-641 c ANCHOR SCHEDULE & NOTES..............10 INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8" x 94-5/8" SCALE: SHEET 1:35 1 OF 12 151 3/8" MAX. UNIT WIDTH ( (0m.0 36 3/16" MAX. 79" WINDOW SYSTEMS SIDELITE WIDTH MAX. FRENCH DOOR WIDTH 1900 SW 44TH AVE. OCALA, FLORIDA 34474 33 5/8" 37 5/8" MAX. — WWW.CWS.CC PANEL WIDTH r PANEL WIDTH 1 li 8700/10/50 PVC 97" SWING DOOR UNIT IMPACT HEIGHT Q z Qz � 94 5/8" 95 3/16" F— ❑ w p U) w p ❑ SIDELITE 0 x x 0 PANEL z w J ❑ Q z w HEIGHT HEIGHT ❑ z On z O � m ~ FLUSH LL Q } � BOLT Z Z22Q � wpO 83 5/8" ON O O 1-- O 0 Q SIDELITE SEE INACTIVE DOOR U U co 1-- Z 0- 1-- c/) w GLASS PANEL ❑ z — — ZI— =) Cn NOTE 4 GLASS z O CDU) ❑ U — DLO SHT1 DLO Q Z Z p wU } < 3: 0 O ? z w � cn ❑ wcnw 22 5/8" —26 5/8" — z �_ uJ O -1 � � GLASS DLO GLASS DLO w — (if �p m O wl- 0 w = � >- FRENCH DOOR w/SIDELITES w ~ w (y- w tt%0jlvjijJx,l a D RE IvvNo SS201 1)t # 115 3/16" MAX. UNIT WIDTH r 76 3/16" MAX. UNIT WIDTH _ 36 3/16" MAX. —'— 79" w SIDELITE WIDTH MAX. FRENCH DOOR WIDTH 36 3/16" MAX. 40" MAX. SINGLE SIDELITE WIDTH DOOR WIDTH 0 . STATE O� '' 33 5/8" MAX. 37 5/8" MAX. 33 5/8" MAX. 37 5/8" MAX. , +'' 11 '." �` PANEL WIDTH DOOR WIDTH PANEL WIDTH r DOOR WIDTH i# O A-S 1 1 1 1 97" 97„ MAX. UNIT MAX. HEIGHT UNIT x� HEIGHT 9/22/2017 94 5/8" 95 3/16" 94 5/8" PANEL LUCAS A. TURNER, P.E. SIDELITE 0 X X 95 3/16" SIDELITE 0 �( HEIGHT FL PE# 58201 HEIGHT PANEL HEIGHT 1239 JABARA AVE. HEIGHT FLUSH NORTH PORT, FL 34288 SIDELITE BOLT 83 5/8" 84 3/16" PH. 941-380-1574 S ON 84 3/16" SIDELITE DOOR GLASS SEE INACTIVE GOO S GLASS NSEE OTE 4 GLASS SHEET DESCRIPTION: DLO NOTE 4 PANEL DLO DLO GENERAL NOTES AND SHT 1 DLO SHT 1 ELEVATIONS DRAWN BY: DATE: 22 5/8" �— 26 5/8" — 22 5/8" 26 5/8" ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG#: REV.: SINGLE DOOR w/SIDELITE CWS-641 C FRENCH DOOR w/SIDLITE SCALE: SHEET 1:35 2 OF 12 40" MAX. SINGLE 79" MAX. FRENCH DOOR WIDTH 36 3/16" MAX. a6'71(0 ® DOOR WIDTH SIDELITE WIDTH WINDOW SYSTEMS 37 5/8" MAX. 37 5/8" MAX. - 33 5/8" MAX. 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA, FLORIDA 34474 26 5/8" 26 5/8" 22 5/8" WWW.CWS.CC GLASS DLO � NOTE: 8 1/2 GLASS DLO I � GLASS DLO 8700/10/50 PVC q HINGE SPACINGS 81" FLUSH ARE 8-1/2" FROM 81 FLUSH 81" SWING DOOR MAX. MAX. UNIT BOLT 21 5/16" ENDS AND 21-5/16" UNIT BOLT UNIT IMPACT HEIGHT MAX. O.C. UP TO HEIGHT HEIGHT 81" UNIT HEIGHT. 79 3/16" 78 5/8" 79 3/16" p PANEL 00 PANEL Q Z < wO 6 PANEL X HEIGHT X X HEIGHT ® z 0w o Q w C, w HEIGHT w Z O Z � I- z I- 60 68 3/16" SEE 68 3/16" SEE GLASS o la- w � z O � � GLASS NOTE 4 GLASS NOTE 4 DLO z z = 2 Q � w 00 DLO SHT 1 DLO SHT 1 O O � 1--0- 0 ZUU) ZI- D (/) II 81/2" z O :::,- ZOO > U - Lb Q � 0w � � 0Z SINGLE DOOR FRENCH DOOR SIDELITE Q 2 < } U ~ z Uj w u- 0 CU) owE3I � Cnw 0 -1CnI- Z — O w1- 0 w � �0-1 } a _ � � � a_ *t4%0j 1 v j ijJ#1 I DREVv # 151 3/8" MAX UNIT WIDTH No SS201 1)t 112 3/8" MAX. UNIT WIDTH 36 3/16" MAX. 79" MAX. FRENCH DOOR WIDTH r 36 3/16" MAX. 40" MAX. SINGLE SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH r P STATE OF *' 33 5/8" MAX. -37 5/8" MAX. 33 5/8" MAX. 37 5/8" MAX. ,•' ' PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH ti A�.� `4'4�� illi r 81" FLUSH 81 - FLUSH MAX. BOLT MAX. BOLT UNIT UNIT HEIGHT 79 3/16" HEIGHT 79 3/16" l DOOR DOOR �[ 78 5/8" PANEL 78 5/8" PANEL SIDELITE O X p )( Q HEIGHT SIDELITE O p X O HEIGHT 9/22/2017 HEIGHT HEIGHT 67 5/8" 68 3/16" 68 3/16" LUCAS A. TURNER, P.E. DOOR 67 5/8" FL PE# 58201 GLAS SIDELITE SEE GLASS SIDELITE DOOR 1239 JABARA AVE. GLASS NOTE 4 DLO GLASS GLASS NORTH PORT, FL 34288 DLO SHT 1L DLO DLO PH. 941-380-1574 i p SHEET DESCRIPTION: -22 5/8"- 26 5/8" - GENERAL NOTES AND GLASSS DLO GLASS DLO GLASS DLO GLASS DLO 22 26 — ELEVATIONS D D DRAWN BY: DATE: FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 DWG#: REV.: CWS-641 C SCALE: SHEET 1:35 3 OF 12 GLASS TYPES a6'71(0 ® MAX. UNIT WINDOW SYSTEMS HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1" OVERALL 1" OVERALL 81" A A A OCALA, FLORIDA 34474 97" B B B WWW•CWS.CC 3/16" TEMPERED 3/16" TEMPERED 5/16" AIRSPACE 3/8" AIRSPACE 8700/10/50 PVC 1/2" LAMINATED 7/16" LAMINATED SWING DOOR 3/16" ANNEALED 3/16" ANNEALED IMPACT .105 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER Q z_ Q z 3/16" ANNEALED 3/16" ANNEALED F= p W 0 U) w O p Z W J ❑ Q ♦— w W ZQZ IYFzI_ QUANEX DURASEAL ❑ c� O � m QUANEX DURASEAL Q � z _ SIKA- SIKAFLEX 552 or IG SPACER SIKA- SIKAFLEX 552 or u- 1- w z I— � _ IG SPACER 11 HENKEL - PURFECT GLAZE "H" 11 HENKEL - PURFECT GLAZE "H" wQ wOOO O O zQ Z m U C) 1-- 0- I— a- ❑ z U) Z I— ma c/) Q OzUc/)Z 3/4" GLASS BITE 3/4" GLASS BITE < Q O w - o O z 73 73' � Q' a' � >- 5 � D2) O ❑ w * 10 10 zc� w � ❑Owc0nlW- o_ oO wl=- O a— _ w uic) ♦ttiRsi i f��esF,��I DREpv # 71 71 72 72 Nv $ 1 � F SP STATE= Cif= '* V � . f1 � z,-7- 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 GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: AIDE 09/08/11 DWG#: REV.: CWS-641 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE. SHEET 1:1 4 OF 12 T DOW SYSTEMS 68 7 SW 44TH AVE. 68 7 74 38 4546 OCALA, FLORIDA 34474 WWW.CWS.CC 21 8700/10/50 PVC 64 35 SWING DOOR IMPACT 63 35 19 35 19 Q 3 wo o z Q —' O �t ►- zw -------- w z O z L m r 54 ;. �4 , w � >- 0 � � i 5 I J 21 O zz 2<0Qw00 29 21 0 0 � � zw � � a- 0 z - W KI- D �_n o z 0zOcnzD0i. 0 � Q � ww � = Oz 67 56 58 41 20 73 71 4 18 2324 44 67 Q � ry >- co ? z0 47 = w Ow � � cnOwinw � z :n: OJcnl— O W ~ O 0-2: w ui 3: Lu Co SECTION VIEW 13-13R4 *•I NO 4 F INTERIOR w d 3 031 60 38 `+ STATE OF: 1, # 0-� + 04 lLf % 73 _ ALTERNATE 1 ALTERNATE 2 47 9/22/2017 LUCAS A. TURNER, P.E. (T7 MORTISE LOCK w/ FLUSH BOLT 32 MULTIPOINT LOCK FL PE# 58201 5 1239 JABARA AVE. NORTH PORT, FL 34288 29 -- PH. 941-380-1574 70 59 SHEET DESCRIPTION: 14 56 SECTION VIEWS 69 SINGLE DOOR 55 � 6 JG#: Y: DATE: ITEMS NOT SHOWN FOR CLARITY: AIDE 09/08/11 56 �35� 50 51 10-12, 13, 15-17, 22, 43, 48, 54, 57-58 REV.: ITEMS NOT USED IN VERSION SHOWN: -641 C SECTION VIEW A-A 2-3, 8-9, 15-16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 SCALE: SHEET 1:2 5 OF 12 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC INTERIOR 8700/10/50 PVC SWING DOOR 7 61 35 33 3 35 65 41 66 14 14 34 35 61 68 7 IMPACT J Q z Q Z 21 F- ❑ wQ Qlw— o � Z W J ❑ W ZQZ oftzzl_ ❑ Qcn � } OQf � m LL F— W Z F— _ O OF— ObQWQQ U UcoF— za- F-- COa- ❑ Z — U) ZF— ❑ Cn Q � z � � OOLLz Cif 2QQIW— F— - Q — Z w � cn ❑ wcnw WOf ZcnW QJcnF- 0_ of O O W ~ 0ir- W = CO a a- Tea_ #j'%0j I f J Iljf#1 ♦ P, 19 23 24 4 71 73 47 30 31 32 66 20 13 35 47 2 73 71 4 12 18 19 23 24 44 67 „+ +�, SECTION VIEW C-C F -9 STATE CAE '*4V; 9/22/2017 LUCAS A. TURNER, P.E. FL PE# 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: DATE: NOTE: VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: TO SINGLE DOOR, SEE SHEET 5 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 ADE 09/08/11 DWG#: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 C 8-9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74, 76 SCALE: SHEET 1:2.5 6 OF 12 QN(odff WI NDOW SYSTEMS 53 62 INTERIOR 53 Y 00 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR L Li IMPACT 9 40 Q z 3 az0 40 — sue, LLJ 19 - z o J o Q o 0 ,� � � w z O z � I_ — I— 25 62 0 � w � z � 5 2 _ 42 z Z cn 2 < 0� w00 5 OU 0 � 1a_ � w 4i z O 0 �� z ? U - 40 19 42 4 47 72 73 C� - zU co z U >- Q � 0 w - m O z SECTION VIEW E-E O ~ ~ Q Rry } coU - zc� w 00 � � 0WO W � zcnW 0JcoI- 72 w0 wl- 0 w2: Of 2 co SEALANT APPLIED TO a- ~ a- X a- ADJOINING FACES 73 62 8 15 BY INSTALLER tiyrr�'�ti��i�ifif*f s Z No 52201 INTERIOR #10 HEX WASHER HEAD TEK JOINING TO SIDELITE. DOOR FRAME I ; 6" FROM TOP AND BOTTOM ', STATE OF 17" MAX. O.C. ° f0I A� 47 �� 9/22/2017 52 LUCAS A. TURNER, P.E. 5 SEALANT APPLIED TO #10-24 x 1-3/4" TYPE F FL PE# 58201 29 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. BY INSTALLER SEE SHEETS 1 &3 FOR HINGE SPACING. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS ATTACHED SIDELITE 9 DRAWN BY: DATE: ITEMS NOT SHOWN FOR CLARITY: AIDE 09/08/11 10-11, 16, 22, 28, 43, 57 SECTION VIEW D-D DWG#: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 C 1-3, 6-15, 17-18, 20-21, 23-24, 26-27, 30-39, 41, 44-46, 48-52, 54-56, 58-61, 63-71, 74-76 SCALE: SHEET 1:2 7 OF 12 ITEM PART# DESCRIPTION PARTS LIST MATERIAL VENDOR ITEM PART# DESCRIPTION PARTS LIST MATERIAL VENDOR 1 H-1833 MAIN FRAME, HEAD ALUM KEYMARK 51 P-5131 GASKET, DOORSILL, BACK FOAM HO PRODUCTS WINDOW SYSTEMS 2 H-1857 ASTRAGAL, INACTIVE, FD, PVC ALUM KEYMARK 52 P-5134 SCREW, #10 X 1-3/4" FLAT SQUARE TYPE F @ HINGE FASTENAL 3 H-1858 ASTRAGAL, ACTIVE, FD, PVC ALUM KEYMARK 53 P-5151 GASKET, SIDELITE FOAM HO PRODUCTS CA A, FLORIDARI 34474 AVE. 54 P-5157 SCREW #10-24 x 1/2", FI Undercut PH, 18-8SS @ KEEPER FASTENAL www.cws.cc H-1860 REINFORCEMENT, VERT. ALUM KEYMARK WW.CWS.CC 5 H-1861 REINFORCEMENT, HORIZ. ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM 6 H-1878 MAIN FRAME, SILL ALUM KEYMARK 56 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 7 H-1880 MAINFRAME, JAMB ALUM KEYMARK 57 P-5174 SCREW #8 X3/4" HEX WASHER HEAD, @ FRAME FASTENAL 8700/10/50 PVC 8 H-1881 MAINFRAME, SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL SWING DOOR 9 H-1900 MAINFRAME, SIDELITE 2 JAMB, HEAD, SILL ALUM KEYMARK 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 10 P-3039 SETTTING BLOCK, 85 DUR. 1/8 X 1 X 2 RUBBER FRANKLOWE 60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK IMPACT 61 S-1806 COVER, JAMB, ANCHOR ALUM KEYMARK 11 SIKAFLEX 552 or PURFECT GLAZE "H" SIKA- HENKEL 62 S-1816 COVER, JAMBS, HEAD,SILL, SIDELITE ALUM KEYMARK 12 P-3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP FASTENAL Q z � Q z 63 S-1817 DRIP CAP ALUM KEYMARK ❑ w O cq w O p 13 P-3511 SCREW #8 x 5/8 SQ. PAN TEK TIEROD BRKT FASTENAL 64 S-1840 COVER, HEAD, ANCHOR ALUM KEYMARK uj z w � ❑ Q � z w 14 P-3587 SCREW #8 X 1", PH FLATTEK ASTRAGAL, INSERT,LOCK FASTENAL 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK ❑ Q On � } O � � m 15 P-3767 SCREW, #10 X 1" HEX HEAD, TEK SIDELITE FASTENAL 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK z z = 2 Q � wO =O 16 P-4146 SCREW #8 X 3/4 PHIL, FLAT SS TEK SIDELITE SHIM FASTENAL 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK O O � O 0 < = � � 17 P-4278 FUZZY PAD, .200" x 1.250" W/ADHESIVE ULTRAFAB 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK o z - CQ z z F CO � 18 P-4522 #10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL FASTENAL 69 S-1915 BASE, SWEEP ALUM KEYMARK Q O z cU co z ❑ U v 19 P-4774 WSTP, BULB/LEAFS, PANEL AMESBURY 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK >- Q � w0 w O= O ? 20 P-4790 FLUSH BOLT, ASSM, TOP/BTM SULLIVAN 71 S-6083 PANEL, TOP/BTM RAIL, SIDES - DOOR PVC MIKRON Q cr � Q } 0 U ~ z v� 21 P-4794 SCREW #8 x5/8" SQ.FLATTEK INSERTATTACH FASTENAL 72 S-6083 PANEL, TOP/BTM RAIL, SIDES - SIDELITE PVC MIKRON w_ O ❑ � U) o w 0 w 22 P-4802 ALL THREADED ROD TIE ROD McMASTER 73 S-6084 GLAZING BEAD (1") PVC MIKRON � z - = O -1 co I- of 0 23 P-4807 HINGE, GUIDE HOPPE 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK O w F- 0 w == 24 P-4808/P4809 HINGE, SET HOPPE 75 GLASS SEE SHEET a � w 25 P-4814 WSTP, .50X.750 FOLDED BULB SEAL, @ SIDELITE AMESBURY 76 H-1862 REINFORCEMENT, VERT. ALUM KEYMARK 26 P-4863 LOCK STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK * � �tii��eet�� � 27 P-4864 RHINO STRIKE PLATE PADDOCK 28 P-4866 GUIDE, TIE ROD NYLON M&M No 52201 . 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 30 P-4885 SHOOT BOLT, TOP PADDOCK „ ' ' ' ; 31 P-4886 SHOOT BOLT, BOTTOM PADDOCK 32 P-4851 LOCKBAR, INACTIVE, 8 FT PADDOCK '• 1`A7 bF •' ': 32 P-4884 LOCKBAR, MULTI-POINT, 5PT, 8 FT PADDOCK' • Ryti 'P, ., 32 P-4901 LOCKBAR, MULTI-POINT, 4PT, 6'8 FT PADDOCK #ramNA 32 P-4902 LOCKBAR, INACTIVE, 6-8 FT PADDOCK 33 P-4903 HANDLE SET, ACTIVE PADDOCK 34 P-4905 HANDLE SET, INACTIVE PADDOCK 35 P-4913 WSTP, .50X.50 FOLDED BULB SEAL, @ DOOR SCHELGEL 36 P-4917 CAP, ASTRAGAL, OUTSIDE NYLON M&M 37 P-4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M HEAD SILL 9/22/2017 38 P-4922 COVER, INTERIOR, FLUSH BOLT NYLON M&M LUCAS A. TURNER, P.E. 39 P-4925 CAP, ASTRAGAL, INSIDE NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE# 58201 40 P-4926 SHIM, SIDELITE, DOOR SHIPPING BLOCK NYLON M&M 1239 JABARA AVE. 41 P-4927 GUIDE, FLUSH BOLT NYLON M&M NORTH PORT, FL 34288 42 P-4930 SCREW, #10 X 1-1/4" HEX HEAD TEK @ SIDELITE ATTACH FASTENAL PH. 941-380-1574 43 P-4933 NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL McMASTER SHEET DESCRIPTION: 44 P-4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL 45 P-4936 DOOR KNOB, ACTIVE PANEL DELANY BOM 46 P-4937 DEADBOLT, ACTIVE PANEL DELANY DRAWN BY: DATE: 47 P-4969 SCREW, #10 X 2" REINF. ATTACH. FASTENAL ADE 09/08/11 48 P-4997 STRIKE, DEADBOLT PADDOCK 49 P-5127 SCREW, #12 X 2", PH PAN, SMS, ANCHOR FASTENAL DWG#: REV.: 50 P-5130 GASKET, DOOR SILL, FRONT FOAM HO PRODUCTS *ALTERNATE APPROVED LOCKSETS: CWS-641 C PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: SHEET 1:1 8 OF 12 4 9/16" 1 3/4" - 2 3/4" 2 7/16" 0�29(om 0 1 59 5/8" 2) WINDOW SYSTEMS i64 1900 SW 44TH AVE. 1 7/16" uicvF 1 71 1 3/16" 1/16" 9 6 OCALA, FLORIDA 34474 1/16" 72 WWW.CWS.CC 1/16" THRESHOLD - 1783 HEAD COVER- 1840 DOOR HEAD-1833 4 5/16" 8700/10/50 PVC 51/2" 5/8„ SWING DOOR 1/16" 2 1/4" IMPACT 4 9/16" 1/4" 61 3/8„ 60 5/16" Q z Qz � 6 1/16" FILLER- 1784 z ❑ Q I- ❑ w 1 1/16" REINFORCEMENT- 1857 FRAME COVER- 1806 w z O z I= z 1/16" ❑ Qcn �� } OQ� m I LL P w z I- 3: _ DOOR SILL-1878 - 2 5/8" - 2 3/8" 5/8 O O � O U Q = O� � PVC DOOR PANEL-6083 U U c_o � Z IL I- CO IL 3 11/16" 73 ❑z zOOVUjzF— 62 Q � z LL 2 Z O LL U 49/16" f11/2"y 3�„ 1/16" � QOIw- OI=- OZ PVC GLAZING BEAD-6084 < � IY >- 0 O_ SIDELITE COVER- 1816 w_ O ❑ IY cn ❑ w Co w 1 7 E ZLL (nw O -1CnI- 5 45/16" w0 w1--- O a- T- 0-1� } 1 9/16" � T � � � Lu � 1/16" 215/16" 1/16" 1/16" 115/16" 63 t,ttitsti���rsF � DOOR JAMB-1880 5/8" ,,%` 3Rei 1 69,3/4 44 DRIP CAP- 1817 No S8201 .. 4 9/16" REINFORCEMENT- 1861 REINFORCEMENT- 1858 1/16" BASE SWEEP - 1915 w 1 :it STATE CAE : V 14�It 1 1/2" f 1 1/2" :i+ •, . 3/4 'r •••...... 2 1/2" 1 9/16' O A- 70 1/16" 76 i 68 13/16" 1/16" 2 15/16" 1/16" 13/16" 1/16" t 2 15/16" L] � 1/16" DRIP COVER- 1916 SIDELITE-1881 INSERT, BACK- 1865 9/22/2017 LUCAS A. TURNER, P.E. 4 9/16" REIN FORCEMENT-1860 REINFORCEMENT- 1862 FL PE# 58201 1239 JABARA AVE. NORTH PORT, FL 34288 3 � 9/16"� PH. 941-380-1574 9 ' I — 1 3/4" SHEET DESCRIPTION: 2 1/16" 66 11/16� 67 1/16" 14 ,/16" EXTRUSIONS 1/16" 11/8" 2" 1/8" INSERT, FRONT- 1864 DRAWN BY: DATE: SIDELITE-1900 ADE 09/08/11 1 INSERT, INACTIVE PNL-1849 DWG#: REV.: ASTRAGAL COVER-1859 CWS-641 C SCALE: SHEET NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 WINDOW SYSTEMS ANCHOR @ MIDSPAN (TYP.) 4" (TYP.) 1900 SW 44TH AVE. f 6" MAX. (TYP.) 4" (TYP.) ANCHOR @ MIDSPAN (TYP.) OCALA, FLORIDA 34474 - 6" MAX. (TYP.) 4" (TYP.) WWW.CWS.CC 6" MAX. (TYP.) 2" (TYP.)*WOOD/METAL 4" (TYP. 2" (TYP.)*WOOD/METAL n �� 6" MAX. (TYP.) Al n 8700/10/50 PVC r SEE NOTE 2 �i SEE NOTE 2 SWING DOOR I IMPACT 17" MAX. O.C. 17" MAX z O (TYP.) INSTALLATION O.C. (TYP) F= p w 0 < w p p INSTALLATION z w J p Q I- w ANCHOR (TYP.) ANCHOR (TYP.) w z O z � I_ z P 0 X 0 0 X x 0 0 acne } 0of � =O O � ObQw00 U UcoHzw � COa- p z - U) zl- =) co Q � OwOw O = Oz cif � Q I- F- F- z ii � Q' � � � D � 02E w LL Oowcnpwcnw OJC_nI- SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE _ cr- uJ w c/) w F— w w ANCHOR LAYOUT- (FLANGE) ANCHOR LAYOUT- (FLANGE) *CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. { No 52201 � s NOTES: ,#ram ONAA w 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. Z� 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 11. 9/22/2017 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A. TURNER, P.E. MUST 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 NORTH PORT, FL 34288 MINIMUM SPECIFIED IN TABLE 1, SHEET 11. 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: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL. DRAWN BY: DATE: ADE 09/08/11 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 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 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) 1:8 1 ODF 12 TYPICAL HEAD ANCHORAGE ��'7g(o ® MIN. EDGE DIST. INTERIOR 1/4" MAX. SHIM SEE TABLE 1 MIN. EMBEDMENT WINDOW SYSTEMS SEE TABLE 1 1900 SW 44TH AVE. CONTINOUS DBL 1/4" BEADS OF SEALANT OCALA, FLORIDA 34474 SUBSTRATE BY OTHERS — AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SEE TABLE 1 MIN. EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MIN. EDGE DIST. SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR \ PERIMETER SEALANT 1/4" MAX. SHIM SEE TABLE 1 IMPACT BY INSTALLER Lb INSIDE AND OUT / Q z Q z INTERIOR F= O w 0 Q u o z w � 0 z w zpz � F- - I— HINGE ANCHOR U- P W — z O� �CONTINOUS DBL 1/4" BEADS OF SEALANT INSTALLATION ANCHOR SEE TABLE 1 z z = Q w 2 O AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 O O � O Q = O� � POINTS BETWEEN FRAME AND SUBSTRATE 0 0 co 1-- U 0- � co a- BY INSTALLER. HINGE MIN. EDGE DIST. 0 z — U) z z I— = cn SEETABLE1 z p VUj— OU — ~ zoI — = 0z} Q < pw — I— cl� ~ — z PERIMETER SEALANT BY INSTALLER 0 2E INSIDE AND OUT HINGE MIN. EMBEDMENT w 00 0 O � 0 w C w PERIMETER SEALANT — SEE TABLE 1 Q� z c/) w 0 -1 cn � BY INSTALLER SUBSTRATE BY OTHERS O 111 F w0 � O } INSIDE AND OUT SEE TABLE 1 � = c w 0-1 co B HORIZONTAL SECTION a a_ tY a_ 11 TYPICAL JAMB/HINGE ANCHORAGE MIN. EMBEDMENT ` PP: ) SUBSTRATE BY OTHERS SEE TABLE 1 " ;- �tq a , }SEE TABLE 1 :t No 52201 MIN. EDGE DIST. 2 13/16" 8 1/2" (TYP.) STA7E OF SEE TABLE 1 ANCHORS THRU * '�,{ O RVERTIC 1 TYPICAL SILL ATNOCHORAGE HINGE (TYP.) ����� � TABLE1: APPROVEDINSTA TENERS S ANCHOR TYPE MIN. EMBEDM ST. y CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4" 2-1/2" R GROUT-FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" - 21 5/16" MAX. 9/22/2017 2X MIN. SOUTHERN . _ - 8" 7/8" SEE NOTE 2X MIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-3/8" 7/8" LUCAS A. TURNER, P.E. _ FL PE# 58201 16 GAUGE (0.060") MIN. #12-14 HILTI KWIK-FLEX OR ITW FULL THREAD 1/2„ 1239 JABARA AVE. STEEL STUD (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" NOTE: NORTH PORT, FL 34288 1/8" ALUM. (6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING / FULL THREAD HINGE SPACINGS ARE: PH. 941-380-1574 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2 8-1/2" FROM ENDS SHEET DESCRIPTION: HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" 21-5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. INSTALLATION DETAILS HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED DOOR 3/16" ELCO ULTRACON 1-1/4" 2-1/2" CMU (ASTM C-90) HINGE ANCHORS INTO 2X MIN. SOUTHERN1 L DRAWN BY: DATE: PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" AIDE 09/08/11 HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD DWG#: REV.: STEEL STUD (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 1/2 HINGE LAYOUT CWS-641 C HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF-TAPPING / FULL THREAD 1/2„ 1:30 SCALE: SHEET 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 110F 12 TYPICAL HEAD ANCHORAGE INTERIOR 1/4" MAX. SHIM MIN. EMBEDMENT WINDOW SYSTEMS MIN. EDGE DISH. SEE TABLE 1, SHT 11 1900 SW 44TH AVE. SEE TABLE 1, SHT 11 CONTINOUS DBL 1/4" BEADS OF SEALANT OCALA, FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1, SHT 11 MIN. EMBEDMENT BY INSTALLER. MIN. EDGE DIST. SEE TABLE 1, SHT 11 SEE TABLE 1, SHT 11 8700/10/50 PVC + j SWING DOOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 IMPACT PERIMETER SEALANT 1/4" MAX. SHIM BY INSTALLER INSIDE AND OUT Q z Q z F= ❑ w0 U) w— ow INTERIOR w z O ❑z Q� z I— ❑ Q 0 � } O � � m CONTINOUS DBL 1/4" BEADS OF SEALANT z z = - z � w O O AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR O O O 0 < = � POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1, SHT 11 U U co I-- CO a- BY INSTALLER. z OzU � z = UU Ow >- Q � owo = Oz ~ — z PERIMETER SEALANT BY INSTALLER Q 0 0 � >- 5 0 2E INSIDE AND OUT w L � wU' owE0ui PERIMETER SEALANT a- z — w BY INSTALLER SUBSTRATE BY OTHERS w0 w 0 a- O } SEE TABLE 1, SHT 11 = w � INSIDE AND OUT D HORIZONTAL SECTION w ENT 12 TYPICAL JAMB ANCHORAGE SEE TABLE D1�, SHT 11 t4 OREVv SUBSTRATE BY OTHERS44 * '''�"' *. f SEE TABLE 1, SHT 11 #� '� C�f� •f MIN. EDGE DIST. w � SEE TABLE 1, SHT 11 �P=, STATE OF ; V C VERTICAL SECTION op. '*•'+A, " 2 TYPICAL SILL ANCHORAGE '+ '•'' •�• P.' z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE# 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 C SCALE: SHEET 1:2 12DF 12 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Business iProfessional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b h -- Pr � �Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL6890-R6 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@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 Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Casement 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 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL6890_R6_COI EvalReport161D.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 1 of 2 7/22/2020,3:49 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890_R6 II CWS-161D.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP= +/-67.5 FL6890_R6_AE_EvalReport161D.pdf psf, Max. size 37"x 72". Outer lite in I.G.to be fully Created by Independent Third Party: Yes tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 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: ® ZJ 0 Ed M Credit Card Safe 2 of 2 7/22/2020,3:49 PM URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37"x 72" unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -lA, -2, -2A, and NCTL-210-3674-1, -lA, -2, -2A, 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 2002/2005 4) Supplemental Calculations to support CWS-161D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.02t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA#17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Offlallospiparr, Lucas #�� ^°� ss�r,� �.`�� 8/28/2017 Turner rc Lucas A. Turner P.E. 2017-08-30 �-� SraYE OF 4V ' t 0 : I& FL PE #58201 16:01+20:00 - ,t%- c��a t "•` �� w CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: (aa,7g ® 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WVN®©W SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT 1900 SW 44TH AVE. 38 1/4" EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OCALA, FLORIDA 34474 MAX. OVERALL 38 1/4" - AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLANGE WIDTH MAX. OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37" 37" UNIT WIDTH UNIT WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) 8400 PVC MAX. SASH WIDTH MAX. SASH WIDTH 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT A 4. DESIGN PRESSURES: - -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND Q z Q z 0 GLASS TABLES ASTM E-1300-04e01/09. z o w o Q � 0 0 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER w z JO z Q� L: z F INFILTRATION TEST PRESSURE, AND GLASS TABLES Q U) 5; >_ O IY 3 m 73 1/4" - - - - ASTM E-1300-04e01/09. z z m Q w 0 0 MAX. OVERALL 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN OU OU - O z ~ U) W FLANGE 64 1/4" 0 z — z I­_ D cq HEIGHT MAx. I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION Q O z U CO z 00 U FO ANGEL B I B ANCHOR CIND ALCUOLADTIONSDURATION FACTOR Cd=1.6 WAS USED FOR WOOD Q a0 w O O z HEIGHT 00 � } D � 0 � 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE w Oa �_ W cop ui co ui NOT REQUIRED. W z = a0 Ir O } 72" 65 1/2" 63" I 56 1/2" w _ ~ � W � W � X MAX. ` I GLASS 7. ALL FRAMES AND VENTS FULLY WELDED. a I— a w a MAX. ' ` � GLASS UNIT HEIGHT DLO UNIT DLO HEIGHT 8. SERIES/MODEL DESIGNATION CA-8400. +��►'► ++r , 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: +'� •" " i#�+ # '• } B - 61" , I X= OPERABLE SASH No 582,01 6 MAX. MAX. C SASH I 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH 6 HEIGHT LOCATION. = ` HEIGHT D % P STA7E OF .4 tr O IN A r� � r�rrr�ii A A 301/2" - LucasTurne �� 6 GLASS DLO 30112" - RIGHT HINGED - SHOWN r GLASS DLO 2017-09-22 9/22/2017 LEFTHINGED-OPPOSITE LEFT HINGED - SHOWN LUCAS A. TURNER, P.E. RIGHT HINGED-OPPOSITE 11 :51 -04:00 FL PE# 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES & ELEVATIONS.......1 NON-HVHZ 37it x 63" +/- 65 PSF DRAWN BY: DATE: GLAZING DETAILS.................................2 HVHZ +/- 67.5 PSF ADE 05/05/07 SECTION VIEWS....................................3 LARGE MISSILE IMPACT DWG#: REV.: EXTRUSIONS& B.O.M...........................4 NON-HVHZ +/- 65 PSF CWS-161 D ANCHOR SCHEDULE & NOTES............5 37" x 72" INSTALLATION DETAILS.......................6 HVHZ +/- 67.5 PSF SCALE: SHEET 1:15 1 OF 6 Qogum.H@ WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT Z 7/8" OVERALL 7/8" OVERALL Q 0 Q IZw_ 0 p F- pw0 Z w -1 p 1/8" ANNEALED or TEMPERED 1/8" HEAT STRENGTHENED or TEMPERED p Z 0 z } O Z o- Q � — 7/16" AIR SPACE 7/16" AIR SPACE Z LL z =ui Q w O =O 5/16" LAMINATED GLASS 5/16" LAMINATED GLASS OU OU � O z 0- P U 1/8" ANNEALED 1/8" HEAT STRENGTHENED Z Z — E) Z D p - Z OZUVjZ � U — Q OwU 090 DUPONT PVB INTERLAYER 090 DUPONT PVB INTERLAYER < Q O W 0 M O Z CO QUANEX DURASEAL 1/8" ANNEALED 1/8" HEAT STRENGTHENED 0cjf O IG SPACER QUANEX DURASEAL W O p � U) p uJ U) W SIKAFLEX 552 OR IG SPACER SIKAFLEX 552 OR a_ z ui= D_ ry 0 O � U) 23 PURFECT GLAZE"H" 23 PURFECT GLAZE "H" O w 1-- O q- _ Qf Qf } � a a- Qua_ 1/2" GLASS BITE 1/2" GLASS BITE #t%0jlvjijJ#1 46 46 %*P, D RE *w . 0 0 No 58201 .': -9 STATE OF : V dw ptjf0NM-'- . EPP GLASS TYPE A GLASS TYPE B 9/22/2017 LUCAS A. TURNER, P.E. FL PE# 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 2411.3.3.1 GLAZING DETAILS DRAWN BY: DATE: MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05/05/07 DWG#: REV.: 37" x 63" +67.5 A CWS-161 D 37" x 72" +67.5 B SCALE: SHEET 1:1 2OF6 Qogum.H@ WINDOW SYSTEMS 35 33 1900 SW 44TH AVE. INTERIOR OCALA, FLORIDA 34474 WWW.CWS.CC 29 22 11' 501 49 48 8400 PVC CASEMENT 15 Q E 32 IMPACT 46 18 46 18i Q Z az0 41 D O a z ow0 w< w z 29 Z w � 0 QI— Lli p w zOz o — cn 00� _ 18 0 o z z w Q _ � O OHO Q = � � 51 ® `J 31 8 51 52 12 51 47 9 18i 3 U U I— U w - o - z � � � o z - � - z � - � SECTION VIEW B-B z O D U �j U - 24 Q F- zw � DOlLz 0 22 < 3: 0 - 1z— O - 2i Q Z O 52 i 23 W® LL � � U) Qwcnw Cnw QJCnH D 12 D_ w � WOOS a a_ Qua_ *tj'%0j l v J ijJ#1 I IDREVV # INTERIOR .' C� � l�' FL ,' . 40 -t}' :tt -9 STATE CAE W OP ����6y�1[►r�iss �4'���. 10 52 I ® 43 51 .� 24 a �f I I � 7 ® 4 36 9/22/2017 (-5' o LUCAS A. TURNER, P.E. FL PE# 58201 m o 1239 JABARA AVE. -0 NORTH PORT, FL 34288 46 39 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 SCALE: SHEET 1:2 3OF6 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 31/8°- - FRAME AND SASH CORNER 09639(aw 1 H-6030B FR., CASE., MAIN, HEAD MIKRON PVC CONSTRUCTION WINDOW SYSTEMS2 H-6030B FR., CASE., MAIN, SILL MIKRON PVC � 1 3 H-6030B FR., CASE., MAIN, JB., RIGHT MIKRON PVC 2 1900 SW 44TH AVE. 7/32" OCALA, FLORIDA 34474 4 H-6030B FR., CASE., MAIN, JB., LEFT MIKRON PVC 4 s2 WWW.CWS.CC 5 H-6030A FR., CASE., W/ FIN MIKRON PVC 321/32" 27/32' 6 H-6008 SASH, CASE., TOP RAIL MIKRON PVC 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC � 1/16" 8400 PVC 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC o n PVC GLAZING BEAD CASEMENT 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC S-6064 CORNER WELD 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM r U (ALL :8 ES) IMPACT 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET 2 H-6030B Q z 3: w 0 0 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER z 0uw w o Q 1- 0 w 2 11/32" ~ Z 14 P-3029 SCREEN LIFT-OUT SUMMIT 7/16" o Q O0 z >- O 0Y m 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 2v32 a w z 1- � 0 z z = � Q � wO 16 P-3195 SCREEN SPRING, NO HOLE TENSION el - a9 46 O O F- O _17 P-3197 SCREEN CORNER KEY M&M NYLON 1/16" 1/16" 0 � zZ D 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 2 114" Z ZU U) 0 COIL, .062 X .656 COIL, .05 X .437 - wQ z19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA } Q 0 W OO OP-4491 P-4050 Q 1- 1- z 20 P-3281 SPACER, DURASEAL, SEE SHEET 3 DURASEAL TRUSEAL < } Q O co 21 P-3342 SEAM SEALER, SM-5504 SCHNEE SILICONE w Oa o w cn o w v) w 22 P-3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB PVC SASH a_ z = a ry O � W H-6008 wI- O a2 � } 23 PURFECT GLAZE "H" , SIKAFLEX552 HENKEL, SIKA � _ � w � cif cn 24 P-3539 #8 X 3/4" QUAD PH TEK, ZINC, SCREW a ~ a � a 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 17/32" 17/32" * sitiilfeerj 26 P-3587 #8 X 1 PH FH TEK 2, SS, SCREW FASTENAL SS t ,,...., 27 P-3613 CWS LBL. (LOGO) 10 i i; •'C, - #� ' ''� 28 P-3685 CS-8400 GOLD CERT. LABEL, NFRC TAB 1 9/32" 1 9/32" , No 52201 r 1/16" 1/16" 29 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 30 P-3881 TEMPORARY LBL. (NFRC/DP) 31 P-3940 SNUBBER, SS, PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE ' P`. S'TA7E OF ; WD 32 P-4003 TIE BAR GUIDE, ROTO. HDWE. ROTO SS H-1592 H-1593 :. R t �' 33 P-4004 #8-32 X 1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL SS *'•,O' 0. hT cl-%`" 34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) ROTO SS 35 P-4006 LOCK, MULTI-POINT, ROTO HDWE., WHITE ROTO SS 31/8" - 3/4" - - 36 P-4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS _ 37 P-4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13") ROTO SS q 11/11 6„ 3 1 38 P-4010 STUD BRKT., ROTO OPER., L.H., ROTO HDWE. ROTO SS �7_ 39 P-4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) ROTO NYLON SASH REINF. 9/22/2017 40 P-4014 HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO ZINC S-1505 41 P-4018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A. TURNER, P.E. 42 P-4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) ROTO SS 4 1/2" o FL PE# 58201 43 P-4021 #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTC FASTENAL SS n 1/16" 1239 JABARA AVE. 44 P-4024 GASKET, ROTO OPER., ROTO HDWE., 1/16" HOP o 7NORTH PORT, FL 34288 1/2" PH. 941-380-1574 45 P-4031-P-4040 TIE-BARS, ROTO HDWE. 1-5 LOCKPOINTS, SS (BY OA HGT.) ROTO SSIF 7/32" SHEET DESCRIPTION: 46 P-4050 REINF. COIL-ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION STEEL ALUM 3 47 P-4043 STRIKE, MULTIPOINT M&M NYLON 1 �� 15 BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4" PH FLAT TEK, SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF. COIL-ALUMINUM, 5052-H32 (.062 X.656), HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P-4641 #8 x 5/8" PH FLAT TEK, #7 HEAD, SS FASTENAL SS H-6030A AIDE 05/05/07 51 S-1505 REINF. CASE. SASH KEYMARK ALUM DWG#: REV.: 52 S-6064 GLZ. BD., 7/8" MIKRON PVC CWS-161 D SCALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2 1 4 OF 6 8" MAX. O.C. (TYP.) 0�og 121/2" MAX. O.C. (TYP.) SEE NOTE 2 4" MAX. (TYP.) SEE NOTE 2 umm 6" MAX. (TYP.) WIINDOW SYSTEMS 4" MAX. (TYP.) 6" MAX. (TYP.) 7 8" MAX. O.C. (TYP.) 1900 SW 44TH AVE. 12 1/2" MAX. O.C. (TYP.) OCALA, FLORIDA 34474 4" MAX. (TYP.) � SEE NOTE 2 WWW CWS.CC 6" MAX. (TYP.) SEE NOTE 2 4" MAX. (TYP.) 6" MAX. (TYP.) I 8" 8400 PVC MAX. O.C. 101, (TYP.) 0 CASEMENT O.C. 8' IMPACT MAX.MA (TYP.) MAX. O.C. (TYP.) / a z z X 14 3/4" i x�/ z p W 0 Q � 0 Lli 0 MAX. O.C. ZOz Q� 1- zI­- (TYP.) v X � Q co W � zO � � = ` /� - INSTALLATION z z a: w 0 0 O O � O U0- z0-ANCHOR(TYP.) zPU) z zINSTALLATION z0O � U DU ANCHOR(TYP.) z 0 ) ZO a INSTALLATION H O ANCHOR(TYP.) ` Q O H I=- O - 0 U - z 0 W 0 co - co 0 W O W co W O -1 co I- O W 0 w0: co a_ m ccn 6" THRU FRAME ANCHOR HINGE SIDE JAMB(TYP.) a ~ a 6" THRU FRAME ANCHOR tii�reer HINGE SIDE JAMB TYP. ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FLANGE) L)REW�r+v FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" - P ,••"-•. ANCHOR LAYOUT- (FIN) ANCHOR LAYOUT - (FIN) ,+, r` .=' � r.iJ,lgiy FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" ,- .0,` - ''•' No 52201 � s NOTES: #ram ONAi-S 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 9/22/2017 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION, FL PE# 58201 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 SPECIFIED IN TABLE 1, SHEET 6. PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE & 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. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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-161 D FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 5 OF 6 MIN. EMBEDMENT 0�ogu /}�®SEE TABLE 1 SUBSTRATE UU(� TYPICAL HEAD ANCHORAGE BY OTHERS WIINDOW SYSTEMS 1/4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE INTERIOR 1900 SW 44TH AVE. MIN. EDGE DIST. SEE TABLE 1 BY OTHERS SEE TABLE 1 1/4" MAX. SHIM SEE TABLE 1 Ww CwOCICDA 34474 SUBSTRATE BY OTHERS MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN. EMBEDMENT �0� , 8400 PVC PERIMETER SEALANT- -- SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 CASEMENT INSIDE AND OUT MIN. EMBEDMENT o SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX. SHIM _j Z Q aPERIMETER SEALANT Z O W D coQ � 0 0 PERIMETER SEALANT BY INSTALLER w z O z Q� 1- - a BY INSTALLER INSIDE AND OUT 0 Q co W � Z O _ INSIDE AND OUT INSTALLATION ANCHOR z z = 2 Q w 0 O SEALANT BEHIND SEE TABLE 1 O O 1— O 0 QD = [-- cr FLANGE BY INSTALLER SEALANT BEHIND 0 Z Cn � z Z ~ co w FIN BY INSTALLER z O (DE) — U INTERIOR Q ZUCOZ0LL0 INSTALLATION ANCHOR B HORIZONTAL SECTION �C� HORIZONTAL SECTION } Q u- W O = O Z SEE TABLE 1 �/ TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE Q O ~ ~ Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION 0 0 H >- O 2E W LLco � cn uJ (nw (nw QJCOI- NOTE: ADDITIONAL THRU-FRAME ANCHORS z = D_ IY O C/) Lli(AS SHOWN IN DIET. B/6) REQ'D AT THE HINGE w _ ~ Q� w �: w Cn SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. a I- D_ w a_ ot04s$71 1 L 1 f j j jRip, SEALANT BEHIND 1/4" MAX. SHIM . . ) 0 f, FLANGE BY INSTALLER �70 C�,•` - � '� { u :t No 58201 PERIMETER SEALANT MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 S1`ATF OF INSIDE AND OUT t tfj SUBSTRATE BY OTHERS O� odv�0 T/ON i rs� SEE TABLE 1 MIN. EDGE DIST. SEALANT UNDER SCREW SEE TABLE 1 HEAD BY INSTALLER A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 0 9/22/2017 TABLE 1: APPROVED INSTALLATION FASTENERS FRA ANCHOR TYPE ST. LUCAS A. TURNER, P.E. FL PE# 58201 FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" - -- _ 1239 JABARA AVE. PERIMETER SEALANT � FLANG 1 BY INSTALLER NORTH PORT, FL 34288 FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" INSIDE AND OUT PH. 941-380-1574 D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION 3/16" ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2X MIN. SOUTHERN PINE (G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" 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: FLANGE 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" DWG#: REV.: 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5SELF-TAPPING / FULL THREAD - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANGE 7/16" INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-161 D 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN. SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Business iProfessional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b h -- Pr � �Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL16736-R2 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@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 Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@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 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL16736_R2_COI EvalReport871C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 1 of 2 7/22/2020,3:57 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 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_R2 II_CWS-871C.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_R2_AE_EvalReport87lC.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736_R2_II_CWS-869C.� 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_R2_AE_EvalReport869C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Neat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cop fight 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: Credit Card Safe 2 of 2 7/22/2020,3:57 PM URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 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) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -lA, -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,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871 C • 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02t • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Z :` No 58 01 %i, Turner Z *c # 2017-08-30OF - F � 16:09+20:00 ;, ' T E 0 .• 4, 8/29/2017 ¢* ` ' • . .� Lucas A. Turner, P.E. �:. ` FL PE #58201 GENERAL NOTES: 0362zim. HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 75 1/4" MAX. OVERALL FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 74" MAX. UNIT WIDTH 3. CONFIGURATIONS: "OX", "XO". HORZ, SLIDER 4. DESIGN PRESSURE RATING: IMPACT 33" GLASS DLO -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 0 w 0 w O ASTM E-1300-04e01/09. z w 0 Q Q w - - w Z d z Q z �-- I 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED Fn 0 � W z c) � I IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR z z = 2 Q � w O 0 64 1/4" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F- 0 U Q = F- Of F ANGE B B ANCHOR CALCULATIONS. 0 z - U) Z Z � � 0 HEIGHT I Z OzUU) Z � UU 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q 1- - LL 2 O O LL Z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT � Q O � � � 0 - UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT < §U) 0 0 U) 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0 0 � u 0 w cn w MAX. FLYING DEBRIS. z 1 w 0 _j U) I--- UNIT d - 2a- 0� 0 � u) HEIGHT O X 59 9/16" 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT � _ ~ w w w w MAX. USED AT FIXED MEETING RAIL AND HEAD/SILL. d ~ SASH lti�►err HEIGHT 8. SERIES / MODEL DESIGNATION HS-8200. '� OR[zb1�� �'ei I 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: % � 4, 58 13/16" GLASS I B X= OPERABLE SASH, O = FIXED SASH No S2 01 '. 5 DLO C 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 5 , LOCATION. STATE OF F Uj I I I 5 11. EXTERNAL WEEP SLOT= 1/4" x 1" LOCATED 4" FROM BOTH ENDS. O R ti ,.• � - - C 5 A - - r�'f i+frrriItki4 LucasTurne 33" GLASS DLO 36 5/16" MAX. SASH WIDTH r 2017-09-22 9/22/2017 13:58-04:00 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 GENERAL NOTES & ELEVATIONSZINGDETAILS 1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS & GLAZING DETAILS....2 CWS-871 C EXTRUSIONS & B.O.M.......... ................3 74" x 63" +/- 60 PSF LARGE MISSILE IMPA7CT ANCHOR SCHEDULE & NOTES ES................4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 0�210m.m 7 28 27 30 2 WONIDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA, FLORIDA 34474 �11 17 18 21 1 23 6 WWW.CWS.CC OQ 0 8200 PVC o 0 HORZ. SLIDER o a IMPACT Q z Qz3: D 0 oWo Q � oo Q z O z O z m LL I-Q � 41 40 3 12 29 39 Co oI=- OUQ = O � SECTIONB-B o z - Uzzl~— � c�n 11 z OzU z U �� Q NOTE: FIXED LITE AT HEAD Q 1= - L 0 O z D AND SILL IS SIMILAR. r � Q0 � � � 0 - �JO Q � � >- c) U - zc� o�0 31 w Opp >- � wLDw (nW oJcnl- 19 w � 0 W 0 d 38 Q 35 d F- 17 17 ��t4itsti���rsF���� 36 �jDREVV RE 'e 19 r' •' 41 4 HEAD IMPACT HOOK(TYP.) :f No 582t1 •". 42 MIDSPAN OF SASH (ITEMS 35&36) 7/8" OVERALL ' tr * STATE O� *:%V 1/8" ANNEALED or TEMPERED + rt �+� ■-` r INTERIOR I I 7/16" AIRSPACE f0 P-S ON. 5/16" LAMI 1/8" ANNEALED ROTARY LOCK(TYP.) .090 DUPONT PVB INTERLAYER ONLY ENGAGED PRIOR 43 TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS 1/8" ANNEALED (ITEM 27) SIKAFLEX 552 9/22/2017 19 43 PURFECT GLAZE"H" 13 32 LUCAS A. TURNER, P.E. 12 � 22 � FL PE # 58201 41 1239 JABARA AVE. 8 Q 34 5 `a NORTH PORT, FL 34288 PH. 941-380-1574 I I 16 SHEET DESCRIPTION: 25; �QElQ �Q�Q � 32 1/2" GLASS BITE SECTION VIEWS AND u Q - - - - 4 \IG ANEX DURASEAL GLAZING DETAIL DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13 JAMB ROTARY LOCK LOCATIONS 1:20 GLASS TYPE A DWG#: REV.: SECTION C-C 1:1 CWS-871 C ALTERNATE FIN FRAME SCALE: SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5 PARTS LIST 3 1/8" CORNER CONSTRUCTION ITEM PART # DESCRIPTION VENDOR MATERIAL 3 1/8" - j ���� � 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum a 1 112" WpNDOW SYSTEMS 2 H-1699 Reinf. S.B.R./S.S.R, Keymark Alum rr 3 1900 SW 44TH AVE. 3 H-1836 Meet. Rail, Fxd. Keymark Alum OCALA, FLORIDA 34474 1/16" WWW.CWS.CC 4 H-6052 Sash Top/Bot. Rail Mikron PVC 2 11/16" � 3 9/16" oQOQ2 1/8" 1/16"1/16" �5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVCoQ LCORNER WELD 6 H-6050 Sash Meet. Rail, PVC Mikron PVC O (ALL SIDES) 8200 PVC 1:8 7 H-6051 Sash Side Rail, PVC Mikron PVC 1" HORZ. SLIDER 8 H-6049 Main Fr., SH, w/Fig., PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL- 1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 15 10 P-3033 Screen Spring, SS Hurley 1 15/16" 1 3/16"- 26 Q Z Q Z 2 3/16" 9/16"- - 11 P-3113 Screw Support, PVC Team Plastic Rubber - 4 z o J 0 Q u U) uj p o �'J 12 P-3218 Screen Frame Allmetal RollForm 7 40 o Z O z � F_ = F- Q U) 0 QO � m 13 P-3228 Screen Spline, .155 Dia., Blk. Dapa 1 5/8" 1 5/8" 1 5/8" 1 5/16" � F- w Z F- � 2i _ Lz z = Q 14 P-4754 Screen Frame Corner Key Allmetal Nylon 1/16" 1/16" 1/16" 1/16" FIXED MEETING RAIL O 0 F- 0 0 d = O � 15 P-3342 Seam Sealer, SM-5504 Schnee Silicone T SCREWED TOGETHER WITH U U U) � z F- U d OUTERFRAME Z D U Z -z ? U 16 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 Q Z U U) Z U O LL 17 P-3429 Wstp., 0.270 x .187 back FinSeal, Gr Ultrafab Q O w O z Q � 0 �>- 0 18 P-3539 #8 x 3/4" Square TEK 2 Zinc Fastenal Steel 5/8"' 3/4" I- O o O g 19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc Fastenal Steel 3/16" z cn w 0O _j U) � 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon ll 1" 15/16" O w ~ O w O= P-3783 or O O + 1/16" C"-'rl a a_ 0 0- 21 P-5250 Spring Lock, Impact, PVC Interlock SASH MTG. RAIL-1497 SASH REINF.- 1699 04s$11IIftfjj, 22 P-4779 Roller, Tandem M&M Nylon 6., - 1 5/16" P L)RE4'1f +'e 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 35 7/16" 1 1/4° 24 P-4069 Keeper, Impact, PVC Interlock 1/16" 34No 52201 -------------- 25 P-4479 Weep Cover w/ Flap M&M Nylon 32 1/16" 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK- 1999 S.B.R./S.S.R.- 1498 ROLLER TRACK- 1776 =, S'TA7 E OF F' I 27 P-4958 Rotary Lock Sullivan Zinc . �, 28 P-4952 Keeper, Rotary Lock Sullivan Zinc 3/16" , 0,T/ �R 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gr Ultrafab O 1/4" r7/8"- "�•r#r (} ,�i rs 30 P-4633 Barrel Fastener Fastenal Steel 41 �31 7/8 9/16" 31 S-1112 Reinforcement, Head Keymark Alum 6 5/8" 1 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 36: 1/16" 5/8" PVC GLAZEBEAD-6064 GLAZE BEAD- 1112 34 S-1776 Roller Track Keymark Alum— L L 1/16 Z.may 35 S-1999 Frame Hook, Head, Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2" 1 1/8"- 3/8" 1 5/16" 9/22/2017 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 3/16" 381 37 LUCAS A. TURNER, P.E. 3" - I- - 1/2" 1/16" 1/16 FL PE # 58201 38 S-6013 Scrn. Adapt., w/ Nib, PVC Mikron PVC �--� n 1239 JABARA AVE. i1 _J PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 NORTH PORT, FL 34288 39 S-6014 Scrn. Adapt., PVC Mikron PVC SCREW SUPPORT-3113 PH. 941-380-1574 40 S-6063 Fixed Rail Comer Mikron PVC ' r 1 1/8"i SHEET DESCRIPTION: 41 S-6064 Glazing Bead Mikron PVC 5/16"- 42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 1 iPurfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone ► 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY7 DATE: AIDE 10/10/13 DWG#: REV.: CWS-871 C LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 33 1:2 3OF5 aflom. WoNDOWSYSTEMS 12 112" MAX. O.C. (TYP.) 1900 SW 44TH AVE. 3" (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) OCALA, FLORIDA 34474 6" MAX. (TYP.) 4" MAX. (TYP.) 6" MAX. (TYP.) �3" (TYP.) SEE NOTE 2 SEE NOTE 2 WWW.CWS.CC , r INSTALLATION u 8200 P v t ANCHOR(TYP.) I I I INSTALLATION HORZ. SLIDER t 8 I I I ANCHOR(TYP.) IMPACT MAX. O.C. (TYP.) Q z Q Z 17" I I— pw0 Q � 00 LJ MAX. O.C. I I I I I Z 0 0 �( �( W z QZ 2' z � (TYP.) I O 0 �Eui z0 � � 2 Z Z22QIYw00 O Ot— o Q = � � U 0 Z - U) zZI---- =) 0 Z OzUV)Z .—J t I I I � Q w� -� mQ ly Z> U — QO � �� w 0 � o O _j �Z � � w0 w =p � w � � ANCHOR LAYOUT - (FIN) sjtlll►eerjj*ANCHOR LAYOUT - (FLANGE) -cI— n No 52201 � tf� a•�a `. STATE OF ; i O R 1 .. NOTES: #r 0 N A i 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 z. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 9/22/2017 LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 SPECIFIED IN TABLE 1, SHEET 5. PH. 941-380-1574 SHEET DESCRIPTION: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. ADE 10/10/13 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 TYPICAL HEAD ANCHORAGE SEE TABLEDMENT SUBSTRATE �I�CH�Cb�UUC>� 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 MIN. EMBEDMENT QO / MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 QO 8200 PVC PERIMETER SEALANT v PVC BY INSTALLER INSTALLATION ANCHOR U H�RZ, SLIDER INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND o� d 1 a MIN. EMBEDMENT FLANGE BY INSTALLER 1/4" MAX. SHIM a SEE TABLE 1 IMPACT �0 0 L O 1- pw0 � w0o a PERIMETER SEALANT Z w p Q �-- Z W PERIMETER SEALANT BY INSTALLER W Z O Z Q' Lz - F-- BY INSTALLER p �� INSIDE AND OUT 0 Q � O � � m INSIDE AND OUT - INSTALLATION ANCHOR Z Z LL = Q W 00 =O SEALANT BEHIND SEE TABLE 1 O O F- O U d _ F- Of INSTALLATION ANCHOR � Z H U) 0- FLANGE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND p Z - j - Z_ � FIN BY INSTALLER Q OzUcnZ � UU B HORIZONTAL SECTION HORIZONTAL SECTION 1- - O O LL 0 Z 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE Q p I.-_ - HEAD AND SILL SIMILAR FOR FIN INSTALLATION < ly H � O U) OW DU) wC/) 0Lu n W IJ 0 w � O w � Of >_ u � w 1/4" MAX. SHIM d ~ 0- SEALANT BEHIND oQ Q s1tillftf1j, FLANGE BY INSTALLER 0 4L)REW PERIMETER SEALANT ,�' No 5$ 01 #" BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 INSIDE AND OUT = *' STA7E OF ; UJ SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. `' O R SEE TABLE 1 �O d?df t- SON i rs� A VERTICAL SECTION U 5 TYPICAL SILL ANCHORAGE �1 �0 � D TABLE 1: APPROVED INSTALLATION FASTENERS 9/22/2017 F E TYPE ANCHOR TYPE MIN. EMBED p LUCAS A. TURNER, P.E. � FL PE # 58201 FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT --__ / 1239 JABARA AVE. FLAN - CMU 117 PCF MIN. 3/16" ITW TAPCON BY INSTALLER ` - NORTH PORT, FL 34288 FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" INSIDE AND OUT p PH. 941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16" ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN. SOUTHERN PINE (G=0.55) OR ELCO ULTRACON 1 3/8 7/8 INSTALLATION DETAILS FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK—FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX—FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF—DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13 - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF-TAPPING / FULL THREAD INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. FLANGE 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1 C FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5OF5