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Home My WebLink AboutProduct Approval u w :Size Opening L (WxH) �1. FL14850 1 31 x 96 ti� (Swing Door) to 2: FL14850 1 37 x 96 (Swing Door] 3: F1-14848 2 .,140 X 95 Fart o 4. FL14850 1 74 x96 F a) (Swing Door) r Q cu U Bath 1 m Kitchen 4 LMM Bed 1 ��Co c� C rn CL 'It O Ch Z o � LL _ - U O J .` 0 00 G7 C7 TO = d a COPTRIGNTE MPEST.COY SCALE: NOT TO SCALE BATE: Aug 06,2015 PAGE DESCRIPTION: Site Plan PAGE: OF 1 r' PAR, ADISE 'EXTERIOR "Building Our Quality Reputation One Customer At A Time" SCC131150472 Property Information A Building Information Owner: Anthony&Ann Napolitano Wind Zone: 170 MPH. Address: 7928 Saddlebrook Dr Exposure Category: C Port St Lucie,FL 34986 Minimum Building Dimension: 46 ft. Mean Roof Height: 14 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psfJ Pressure(psf) 1 Int 31 96 7 35.9 -39.1 2 Int 37 96 7 35.6 -38.8 3 Int 140 95 7 32.3 -35.5 4 Int 74 96 7 33.9 -37.1 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner 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. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A PRODUCT ROUGH ARE GLAZING ACCEPTANCE APPROVED PRESSURE RATING DESIGN PRESSURE M OPENING WINDOW SHUTTERS LOCATION Corner Zone WINDOW TYPE NUMBER or Interior OR DOOR SIZE REQ Y/N/NA NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED MULLION DIMENSIONS REQ Y/N 1 Int Door I"Lami IG FL14850.1 70 70 35.9 -39.1 40 x 97 31x96 No No 2 Int Door V Lami IG FL14850.1 70 70 35.6 -38.8 40 x 97 37x96 No No 3 Int ti01 —j0 -70 32.3 -35.5 jg9X9-1 140x95 No K)o 4 Int Door V Lami IG FL14850.1 70 70 33.9 -37.1 73 x 97 74x96 No No e r 7/4/2015 Florida Building Code Online it a RWa Npartlmentof BCIS Home I Log In I User Registration Hot Topics submit Surcharge I Stats&Facts I Publications FBc Staff BCIS Site Map I Links I Search I Busines Profess]V-al T,M-USER:Public User al Regulation Product ADoroval Menu>Product or Aoolication Search>Application Lis[>Application Detail 4 � FL# FL14850-R2 r Application Type Revision "X" CONFIGURATION Code Version 2014 ONLY Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue 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. 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 291 jlathrop@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 07/21/2020 Validated By Steven M. Urich, PE -1 Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R2 COI EvalReo CWS-641B(FD-8750. IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards https://floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquH1FzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 1/2 y r 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 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 R2 II CWS-6418 (FD-8750. IMP).Ddf 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 R2 AE DuPont PVB NOA 13-0129 27.Ddf Door 6'x 8', Max. Single Door 3'x 8', Max. Sidelight 3'x 8', FL14850 R2 AE DuPont SGP NOA 11-0624 02.)d DP+/-70 psf. Glass complies to ASTM E1300-04. FL14850 R2 AE EvalReD CWS-641B (FD-8750. IMP).Ddf FL14850 R2 AE Ouanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Ne et 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::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 mall 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: WWI WN El tccalril'aii:'ritic;r� httpsJ/floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxjAQ%2fp/o2fSOvrMi4XRGwKNsNoA`/o3d%3d 212 Y � URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 641B April 18,2015 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`x'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5°' 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-641B,signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3761-1,-lA,-113,4C,-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-64113,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641B. 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-641B • 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-641B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27' • 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 will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. i.�iti�irtrtf�� v..:. No 58201. 4/18/2015 Lucas A. Turner, P.E. ~-° FL PE#58201 �O NATE OF �;•C(t ' 0 Fit 4. ti`N R GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED dvlN� f7fj�j 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 3/6"MAX. IN ASTM E 1996 PER THE FBC. W W W.CWS.CC SIDES E W1DTH 2.GLAZING OPTIONS:(SEE SHEET 4) 37 5/8" AX. 33 5/8"MAX. PANEL TH PANEL W TH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 8700/10/50 PVC 26 5/8" 22 5/8" w/SIDELITE(S),FRENCH DOOR(S).FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO w/SIDELITE(S),SIDELITE NOT ATTACHED. ll"AC. 4.LOCK OPTIONS: I UP TO 6'8": 97" A.DOUBLE BORE w/PW O(2)INTERIOR FLUSH BOLTS. 97" MAX. HANDLE SET @ 36" H UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. !Z HEIGHT O UNIT HANDLE SET @ 34" HEIGHT EV C.MULTIPOINT(4 PT.) O C C D 94 5/8" HANDLE SET @ 34" w ¢ m 95 3/16" �( x FLUSH BOLT ON I O 12 MAX, ABOVE 6'8": MAX. I PANEL A.MULTIPOINT(5 34 u Z PANEL INACTIVE PANEL m m HEIGHT HEIGHT HANDLE SET @ 34" w O B v o (n 5.DESIGN PRESSURE RATING: $ $ 5 843116 it 5/8" Z GLASS SEE G SS NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. a a DLO NOTE 4 YI DL -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER I INFILTRATION TEST PRESSURE AND GLASS TABLES w U ASTM E-1300-04. o o a0"MAX SINGLE j 5 O A DOOR W I T C 6.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 11 37 5/8"MAX. 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR °q a z PANEL WIDTH DETAILS. WINDLOAD DURATION FACTOR CD=1.6 WAS USED FOR WOOD FRENCH DOOR 26 5/8" SIDELITE ANCHOR CALCULATIONS. GLASS DLO ,�� IypREG......... A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ` f N S`�GP2y 81/2' NOTE: NOT REQUIRED. vt" No $8201• HINGE SPACINGS ARE 8-1/2" 97" j FROM ENDS AND 20"MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS MAX. 20" FOR 81"TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. o t p UNIT '9; STATE OF HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750.SLT-8710. :O NAL MAX. J188114110 I 10 XH OPERABLE SASH,0 E DESIGNATION X D 0 STAND SASH FOR THE FOLLOWING: �'\SS�......~`, PANELB X I B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIGHT LOCATION. X� 4/18/2015 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 41239 JABARA AVE. 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS NORTH PORT,FL 34288 GRADE 2 BY PAMEX AND DELANY. U/2- PH.941-380-1579 A 7 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPDDN: NON-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES&ELEVATIONS........1-3 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN-By BY: DATE: GLAZING DETAILS....................................4 ADE 09/08/11 DWG#: REV.: SECTION VIEWS....................................5-7 SINGLE BOM............................................................8 37-5/8"x 95-3/16.. EXTRUSIONS............................................ FRENCH +/- 70 PSF LARGE MISSILE IMPACT CWS-641 B ANCHOR SCHEDULE&NOTES..............10 10 INSTALLATION DETAILS....................I1-12 SIDELITE 33-5/8"x 94-5/8" SCALE: SHEET 1:35 1 OF 12 1513/8"MAX.UNIT WIDTH \Ss'LSwN/(YUUUUCI fl l�( 36 3/16"MAX. 79" ELITE WIDTH MAX.FRENCH DOOR WIDTH WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 335/8" 375/8"MAX. WWW.CWS.CC PANEL WID PANEL WIDTH 8700/10/50 PVC 97" SWING DOOR MAX.NT DUACT HEIGHT 94 518" 95 3/16" SIDELITE Q x Q PANEL H HEIGHT HEIGHT o D FLUSH 83 518" NLT 84 3/16" W ¢ m SIDELITE SEE pp CTIVE DOOR GLASS NOTE 4 GLASS DLO SHT I DLO w p v o Vl a a O 22 5/8" 26 5/8" a a E GLASS DLO GLASS DLO m w a FRENCH DOOR w/SIDELITES A o w � � A W ¢ O 2 115 3/16"MAX.UNIT WIDTH 76 3/16"MAX.UNIT WIDTH �� PN�R.`....;T6'�4, 363/16` 79° `�0p`?•�\GEFiS4 G.. i SIDELITE WI MAX.FRENCH DOOR WIDTH 36 3/16"MAX. 40° SINGLE .J; 8` SIDELITE WIDTH D WIDTH :v-• No 58207 '•�L 33 5/8"MAX 37 5 MAX. 33 5/8°MAX. 37 518"MAX. *• * ;k PANEL WIDTH R WIDTH DOOR WIDTH ro' S� ANEL WIDTH '9 STATE d6 MAX. 9MAX. sS,pNA ��`�, UNIT HEIGHT UNIT HEIGHT 94 518" 95 3/16" 4/18/2015 SIDELITE QUE 953'/16- SIDELITE PANEL LUCAS A.TURNER,P.E. PANEL HEIGHT >0< �' HEIGHT FL PE#58201 1239 JABARA AVE. HEIGHT HEIGHT 83 5/8" FLUSH " SIDELITE ON 83 84 3/16" NORTH PORT,-1 34288 GLASS 1NpC17yE 4 3/16" PH.991-380-1574 D R ELITE SEE DOOR SHEET DESCRIPTION: DLO PANEL GLA GLASSNOTE 4GLASS DLO DLO SHT I DLO GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: 22 5/8" 26 5/8' 22 5/8" 265/8- ADE 09/08/11 GLASS DLO GLASS DLO CLASS DLO GLASS DLO DWG d: REV.: SINGLE DOOR W/SIDELITE CWS-641 B FRENCH DOOR w/SIDLITE sCALE: SHEET 1:35 2 OF 12 40"MAX.SINGLE 79"MAX.FRENCH DOOR WIDTH 36 3/I6"MAX. =sWN1CKIU OOR WIDTH SIDELITE WIDTH �I UiQ WINDOW SYSTEMS 37 5 "MAX. 37 5/8"MAX. 33 5/8"MAX. 1900 SW 44TH AVE. PANEL TH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 265/8. 26 518" 22 5/8" W W W C WS.CC GLASS DLO GLASS DLO GLASS DLO NOTE: 81/2" HINGE SPACINGS � � 8700/10/50 PVC 81' FL H ARE 8-1/2"FROM MAX FLUSH 81" SWING DOOR MAX. BOLT ENDS AND 21-5/16" BOLT MAX. UNIT 21 5/16" MAX.O.C.UP TO HEIGHT UNIT UNIT IMPACT HEIGHT 81"UNIT HEIGHT. HEIG 79 3/16" 78 518" 79 3116" PANELPANEL HEIGHT v X HEIGHT X v X HEIGHT O 68 3/16" L61IS6' 67 5/8"S SEE SEE GLASSNOTE4 NOTE4 DLO SHT I SHT I w 8 1/2" U U z wm o SINGLE DOOR FREN DOOR SIDELITE N N s M. a a^F. QQa U W a a A C1 Q Z 1513/8"MAX UNCI WIDTH 112 3/8"MAX.UNIT WIDTH ��.+%N%P!oREIv,Tli, 36 3116"MAX. 79"MAX FRENCH DOOR WIDTH 36 3 "MAX. 40•MAX.SINGLE :+G� �+G B lq'S DOOR WIDTH No 58201 t SIDELITE WIDTH SIDELI IDTH 33 5/8"MAX. 37 5/8"MAX. 33 5/8"MAX. 37 518"MAX. *: PANEL WIDTH irE PANEL WIDTH PANEL WIDTH PANEL WIDTH ro9 STATE OF ,;w 81" FLUSH MAX FLUSH �,�FS.• Op10e�jN UNITAX. BOLT HUNIT EIGHT BOLT' 97 �i��s........ R fliffil`� �++ HEIGHT 79 3/16" DOOR 78 518" DOOR 78 5/8" PANEL x� PANEL SIDELITEO X }{ O HEIGHT SIDELITE O v Q HEIGHT 4/18/2015 HEIGHT HEIGHT 68 3/16" LUCAS A.TURNER;P.E. 5/8" [] DOOR 67 5/8" 68 3116' FL PE k 58201 IDELITE SEE GLASS SIDELITE DOOR 1239]ABABA AVE. ['7 LOSS NOTE4 DLO GLASS GLASS NORTH PORT,FL 34288 SHT 1 DLO PH.941-380-1574 SHEET DESCRIPTION: 22 518^ 265/8'.4 22 5/8" 26 5/8" GENERAL NOTES AND GLASS DLO CLASS DLO CLASS DLO GLASS DLO ELEVATIONS DRAWN BY: DATE: FRENCH DOOR w/SIDELITES SINGLE DOOR%Y/SIDELTTES ADE 09/08/11 DWG#: REV.: CWS-641 13 scAL6: SHEET 1:35 3 OF 12 MAX.UNIT GLASS TYPES WIN�W SYSTEMS LL�/J 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 ,990 SENTRY GLASS TONOPLAST INTERLAYER ._ 3/16"ANNEALED J 3116"ANNEALED v H SIKA-SIKAFLEX 552 OR r SIKA-SIKA FLEX 552 OR a� c 11 HENKEL-PURFECT GLAZE"H" 11 HENKEL-PURFECT GLAZE"H" W j u In m m z y 3/4"GLASS BITE 3/4"GLASS BITE 73 7 73 CL a $ $ Z 55 10 10 F" w Fa U W :ta A ma0 71 71 z 72 72 iopayf 5 G . No- 58201 '�-p D: STATF OF mak{-FL ' z� 4/18/2015 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: ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 1:1 4 OF 12 INTERIOR WINDO W SYSTEMS 68 7 74 38 4546 61 68 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc s4 35 1 8700/10/50 PVC SWING DOOR 63 WACT 19 1 35 35 -- - 19 .� F 64 29 I 21Wn R] ¢ W V u u O v o V) 47 67 56 58 41 20 73 71 4 IS 3 2 44 67 H N z 5 a a 0 a a 0. U SECTION VIEW B-B ] C INTERIOR � E W DE '�(j'>i� 60 38 3031 `jGP.�+�\ 82.S�c.�.Q.� ti. No 509 :71 73 f? VP STATE OF ALTERNATEI ALTERNATE 71 47 z� 4/1812015 5 77 MORTISE LOCK w/FLUSH BOLT 32 LUCAFL PE#58201'P.E. MULTIPOINT LOCK 9 1239 JABARA AVE. NORTH PORT,FL 34288 70 59 PH.941-380-1574 14 56 SHEET DESCRIPTION: 6g SECTION VIEWS 55 a 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: 56 35 5051 10-12,13,15-17,22,43,48,54,57-58 ADE 09/08/11 DWG k: ITEMS NOT USED IN VERSION SHOWN: CWS-641 B 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 l%i �tlUlY WIN�W SYSTEMS LL��JJ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 WS.CC INTERIOR 8700/10/50 PVC SWING DOOR IWACT 7 61 3533 3 35 65 41 66 14 14 39 35 61 68 7 n 21 v F o A W Q W z U U Z V O (/J N N W W � y y F a U 0 0 � � a A 19 2324 4 71 73 47 30 31 32 66 20 13 35 47 2 73 71 4 12 18 19 23 4 44 67 Q Z SECTION VIEW C-C Nb '58201.1.%-A :9' STATE �.�4`S• O Fi,14 �t,.` - zz 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239)ABARA 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: ADE 09/08/11 TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 DWG#: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 B 8-9,15-16,25,40,42,45-46,48.52-53,58,60,74,76 SCALE: SHEET 1:2.5 6 OF 12 4 INTERIOR 53 g WINDOW SYSTEMS 53 62 I\y/I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC 9 SWNG OR WPPAC 40 19 - 5 62 0 Q s �My w w a m 40 19 42 9 47 72 73 4 to L) u z w � o SECTION VIEW E-E ix 72 a aO a w w � SEALANT APPLIED TO a a 73 ADJOINING FACES a a w G2 8 15 BYINSTALLER O IIVTERIOR F�pREb1+�T�i�� 1 #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. Z), ` 6"FROM TOP AND BOTTOM :r..t. No 58201 G 17"MAX.O.C. ' �0: STATE or iitr 4118/2015 5 52 LUCAS A.TURNER,P.E. 9 SEALANT APPLIED TO 010-24 x 1-3/4"TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS g ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,4446,48-52,54-56,58-61,63-71,74-76 CWS-641 B SCALE: SHEET 12 7 OF 12 1 1 PARS LIST PARTS LIST '�/��/j�� ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR =s'C4[lM1U1CKIU f//l(7j 1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS WINDOW SYSTEMS LL�/J 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 1900 SW 44TH AVE. 4 H-1860 REINFORCEMENT.VERT. ALUM KEYMARK 54 P-5157 SCREW#10-24 x 1/2",Ft UNDERCu[PH,18-8SS @ KEEPER FASTENAL OCALA,FLORIDA 34474 www.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 1 P-5172 IWSTP,.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 @ JAMB,HEAD,SIJ. ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTTING BLOCK,1/8 X I X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK E"ACT 11 SIAKFLEX 552 os PURFECT GLAZE"H" SICA-HENKEL 61 S-1806 COVER JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SI.L,SIDELRE ALUM KEYMARK 13 P-3511 SCREW#8 x 5/8"SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK d F 14 P-3587 SCREW#8 X 1",PH FIAT TEK @ ASTRAGAL,INSERTLOCY FASTENAL 64 1 S-1840 ICOVERHEAD,ANCHOR ALUM I KEYMARK 15 P-3767 SCREW,#10 X I"HEXHEAD,TEK @ SIDELITE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK Q 16 P4146 SCREW#8 X 3/4 PHI.,FIAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK Wo 17 P-4278 FUZZY PAD,.200"x 1.250"W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK W ¢ m 18 P4522 #10 x 1 1/4",PH FIAT.SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK In 19 P4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK L) u m O 20 P4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK v o 21 P4794 SCREW#8 x 5/8"SQ.FLAT TEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MICRON N $ Z S 22 P4802 ALL THREADED ROD(HE ROD) McMASTER 72 S-6083 I PANEL,TOP/BTM RAI.,SIDES-SIDELITE PVC MICRON w w O 23 P-4807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD(I") gU VC MICRON 24 P-4808m48o9 HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR M KEYMARK W " a 25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,@ SMELITE AMESBURY 75 GLASS SEE SHEET 4 0 0 L) 26 P4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. UM KEYMARK a a q 27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK 28 P4866 GUIDE,TIE ROD NYLON M&M Z 29 P4871 TIE ROD BRACKET ZINC SULLIVAN 30 P4885 SHOOT BOLT,TOP PADDOCK -0,t`10RE4V��i� 31 P4886 SHOOT BOLT,BOTTOM PADDOCK ��`�`� ''GEN'".TG 32 P4851 LOCKBAR,INACTIVE,8 FT PADDOCK 32 P-4884 LOCKBAR,MULTI-POINT,5PT,8 FT PADDOCK No 58201 32 1 P4901 ILOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK k 32 P4902 ILOCKBAR,INACTIVE,6'8 FT PADDOCK 33 P4903 HANDLE SET,ACTIVE PADDOCK '90 " STATE OF ;�4u 34 P4905 HANDLE SET,INACTIVE PADDOCKOR I 35 P-4913 WSTP,.50X50 36 P 9917 CAP, STRAGA FOLDED OUTSIDE B SEAL,@DOOR NYLON SCM&MEL ',� SIONA�p�,,` 37 P4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M 38 P4922 COVER INTERIOR,FLUSH BOLT NYLON M&M 39 P4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4/18/2015 40 P4926 SHIM,SIDELITE.DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E. 41 P4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 42 P4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 1239 JABARA AVE. 43 P-4933 NUT,3/8"-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER NORTH PORT,FL 34288 44 P4934 SCREW,#12-24 X 1/2",PH FIAT,MS,@ HINGE FASTENAL PH.941-380-1574 45 P4936 DOOR KNOB,ACTIVE PANEL DELANY SHEET DESCRIPTION: 46 P4937 DEADBOLT,ACTIVE PANEL DELANY 47 P-4969 SCREW,#10 X2"REINF.ATTACH. FASTENAL BOM 48P-4991 STRIKE,DEADBOLT PADDOCK 49 P-5127 SCREW,#12 X 2",PH PAN,SMS,ANCHOR FASTENAL DRAWN BY: DATE: 50 P-5130 GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS ADE 09/08/11 Dwc#: REV.: 'ALTERNATE APPROVED LOCKSETS: CWS-641 B PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: SHEET 1:1 8 OF 12 4 9/16" I I 2 7/16" 5/8' WINDOW SYSTEMS L��CJ 1 2 59 7-WtIliv 1900 SW 44TH AVE. 1716" yl 13/16" 1116• 9116 WWW. FLORIDA 34474 1/16' 72 j— � WWW.CWS.CC umg: THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 4 5/16" 8700/10/50 PVC 51/2" SWING DOOR fns" �i–—z 114"--{ l IMPACT Cr 9/l6"----j I/4" I 61 3/'8 �60 5116' N 1/16" FILLER-17846 1 1/16" REINFORCEMENT-1857 FRAME COVER-1806 q L O 1116' 5/8" x W •• DOOR SILL-1878 PVC DOOR PANEL-6083 2 518 —� 2 3/8"i W 3 T 1 1/16' 73 m m z 4 9/16" -{ 314• 62 1 O �•••-1 112" X1/16" PVC GLAZING BEAD-6084 z 7 ❑ SIDELITE COVER-1816 a W 5 4 5/16" m m a L 19/16" 1/16" 1/I6" 1/16" 2 15/16" 1 15116" :mm) Ca DOORJAMB-1880 314' 63 S.L_ 4 z 1/16' 4 9/16" REINFORCEMENT-1861 REINFORCEMENT-1858 ,— 1/16"L69 DRIP CAP-1817 `��,y'P% .....�TL,'•� BASE SWEEP-1915 jVP•" S I 3/4" C•n,l Ca� 2112" 4 1/16" 2 15/16" 7G 13/}16' I/16' 13/l+6" 1/ls" ''•,�S`S�QIVAG��,•`. 1/16" 215/16" I/IG" DRIP COVER-1916 SIDELITE-1881 INSERT,BACK-1665 11 411812015 LUCAS A.TURNER,P.E. REINFORCEMENT-1860 FL PE k 58201 4 9/16" REINFORCEMENT-1862 1239 JABARA AVE. 3" NORTHPORT,FL 574288 9 9/16--j-1 1 3/9' SHEET DESCRIPTION.21/16" 66 67 �"lfl� 11/16" IIU�I 1116" 65 1/16' EXTRUSIONS 2 I/1G` 1 A 118• INSERT,FRONT-1864 DRAWN BY: DATE: SIDELITE-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 DWG Y: REV.: ASTRAGAL COVER-1859 CWS-641 B SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 �L � WINDOW SYSTEMS ANCHOR @ MIDSPAN(TYP.) 4P') 1900 SW 44TH AVE. 4" (TYP.) ANCHOR @ SPAN(TYP.) OCALA,FLORIDA 34474 6"MAX.(fYP.)- WWW.CWS.CC 6"MAX.(TYP.) 4' (fYP.) 6"MAX.(TYP.)� 2" (TYP.)'WOOD/METAL 6"MAX.(TYP.)�_ 4" 17 �2" (TYP J OOD/METAL SEE NOTE 2 I SEE NOTE 2 8700/10/50 PVC SWING DOOR IMPACT MAX. 17"MAX MAO.C. INSTALLATION O.C.(Typ) INSTALLATION F O X O ANCHOR(NP.) O X X O ANCHOR(GYP.) o A W Q m z U U Z Lo o V1 NNZ5 I w "I a a SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE a ¢ L) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) a. a q ma0 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. . No 58201 NOTES: STATE OF :mow : 4 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. �i;�s c O'p.l<?:'(?>��` 2.SHIN 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 11. 4/18/2015 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 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),I"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 C: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAlWDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 f � TYPICAL HEAD ANCHORAGE Qzmo MIN.EDGE DIST. INTERIOR 1!4"MAX.SHIMSEE TABLE I MIN.EMBEDMENT SEE TABLE 1 1900 SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANTOCALA,FLORIDA 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED W W W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. SEE TABLE I 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1 MPACT BYINSTALLER INSIDE AND OUT INTERIOR `" oOz� CONTINOUS DBL 114"BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR x w AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 SEE TABLE 1 w ¢ m POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. HINGE MIN.EDGE DIST. Z SEE TABLE 1 0 PERIMETER SEALANT BY INSTALLER z INSIDE AND OUT HINGE MIN.EMBEDMENT m O PERIMETER SEALANT SEE TABLE 1 a a a BYINSTALLER SUBSTRATE BY OTHERS a SEE TABLE I H r U INSIDE AND OUT B HORIZONTAL SECTION o o 11 TYPICAL JAMB/HINGE ANCHORAGE a a O MIN.EMBEDMENT m ¢ Z SEE TABLE I IL SUB SEE TABLE BY OTHERS ,% ".,tygREVV, E 'I, :SGP.•0,CG.E MIN.EDGE DIST. 2 13/16• 8 1/2" (TYP.) v No 58201 '712 SEE TABLE I ANCHORS THRU / n VERTICAL SECTION HINGE(TYP.) :b: 11 TYPICAL SILL ANCHORAGE �; STATE OF :4u4/+�' TABLE 1:APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-3/4" 2-1/2" -/ y HOLLOW OR GROUT-FILLED CMU(ASTM C-90) I/4"ELCO ULTRACON 1-1/4" 2-1/2" 21 5116"MAX4/18/2015f 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ELCO ULTRACON 1-3/8" 7/8" SEE NOTE 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8" FLPE LUCAS A.TURNER,P.E. 01 16 GAUGE(0.060")MIN. #12-14 HI"TI KWIC-FLEXOR HW FULL THREAD # STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.069' 1/2 123939 JABARA AVE. A NOTE: NORTH PORT,FL 34288 1/8"ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" HINGE SPACINGS ARE: PH.941-380-1574 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 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. INSTALLATION DETAILS 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3/16"ELCO ULTRACON 1-1/4" 2-1/2" DOOR CMU(ASTM C-90) DRAWN BY: DATE: HINGE ANCHORS INTO ZX MIN.SOUTHERN #10 WOOD SCREW 1-318" 7/8" PINE(G=0.55) ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. 010-16 HI TI KWIX-FLEXOR HW FULL THREAD 1/2" DWG o: REV.: STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8"ALUM.(6063-15 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" 1:30 SCALE: SHEET 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 11 OF 12 ly TYPICAL HEAD ANCHORAGE INTERIOR 1/4"MAX.SHIM MIN.EMBEDMENT WINDOW SYSTEMS LTJ MIN.EDGE DIST. 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 W W W.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. SEE TABLE 1,SHT I 1 MI MIN.EDGE E TABLE MSHT 11 SEE TABLE 1T.,S HT 11 J 8700/10/50 PVC EMENT INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1,SHT 11 E"ACT BYINSTALLER INSIDE AND OUT � � F INTERIOR o � C CONTINOUS DBL 1/4"BEADS OF SEALANT o AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR w POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 BY INSTALLER. U U z cm O eo fn PERIMETER SEALANT BY INSTALLER $ $ Z 5 INSIDE AND OUT PERIMETER SEALANT a O SUBSTRATE BY OTHERS a BY INSTALLER SEE TABLE 1,SHT 11 a INSIDE AND OUT D HORIZONTAL SECTION o o rn MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE a O SEE TABLE 1,SHT 11 m ¢ p SUBSTRATE BY OTHERS Z SEE TABLE 1,SHT 11 MIN.EDGE DIST. VPS 1�GENSF"G�2�' SEE TABLE 1,SHT 11 .v: No 58201• nfl C VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE :9 STATE OF :4,j 01��SI�NA1 z� 4/18/2015 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 B SCALE: SHEET 1.2 12 OF 12 f � 7/4/2015 Florida Building Code Online n rr'Id1?pt1 DEp.gMentd BCIS Home I Log In I user Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links ASearch Busines r'-'o Professi in�al (Ii"',� ►USER Public Uct ser al Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL14850-R2 Application Type Revision "XX" CONFIGURATION Code Version 2014 ONLY Application Status Approved Comments Archived :. Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue 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. 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 291 jlathrop@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 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R2 COI EvalReo CWS-641B(FD-8750. IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards hftpsl/floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxjAQ%2fp/o2fSOvrMi4XRGwKNsNoA%3d%3d 1/2 f 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summar 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 R2 II CWS 6416(FD-8750. IMP).Ddf 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 R2 AE DuPont PVB NOA 13-0129 27.Ddf Door 6'x 8', Max. Single Door 3'x 8', Max. Sidelight 3'x 8', FL14850 R2 AE DuPont SGP NOA 11-0624 02.odf DP+/-70 psf. Glass complies to ASTM E1300-04. FL14850 R2 AE EvalReO CWS-6418(FD-8750. IMP).Ddf FL14850 R2 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes Ba:�, idea 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::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 dick here. Product Approval Accepts: EChBC(; 3CCUt't1}.\tl:'C'N ti'a https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrM i4XRGwKNsNoA%3d%3d 212 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. 429779 Evaluation Report 641B April 18,2015 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 446'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 50' 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-641B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1, 4A,-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-64113,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641B. 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-641B • 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-641B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.02, • 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 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 5'f'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. rrr�w �pRE4y le- " r No 58201 4/18/2015 Lucas A. Turner,P.E. 'STATE- OF ,_ : FL PE#58201 0,0% P . , as �N`ia y GENERAL NOTES: '�/�{/j�� SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �vu� (](¶7j TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS LL�/i EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX.FRENCH DOOR WIDTH "MAX. IN ASTM E 1996 PER THE FBC. W W W.CWS.CC S EL3/16ITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 31111"MAX. 33 5 "MAX. 8700/10/50 PVC PANEL WIDTH PANE 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 DL D w/SIDELITE(S),SIDELITE NOT ATTACHED. 11"ACf 4.LOCK OPTIONS: UP TO 6'8": ., -- 97" A.DOUBLE BORE W/TWO(2)INTERIOR FLUSH BOLTS. " 97" MAX. HANDLE SET @ 36" :� F MAX UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. c UNIT E HEIGHT HANDLE SET @ 34" HEIGHT E C.MULTIPOINT(4 PT.) O C C D 94 5/8" HANDLE SET @ 34" W ¢ m 95 3/16" I 12 MAX. ABOVE 6'8": MAX. X }( FLUSH BOLT ON I PANEL A.MULTIPOINT(5 PT.) U u 2 INACTIVE PANEL m m PANEL HEIGHT HANDLE SET @ 34" HEIGHT B 5 84 3116' 11 5!8• 5.DESIGN PRESSURE RATING: N $ Z GLASS G SS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND O DLO SEE DL GLASS TABLES ASTM E-1300-04. a a RF. NOTE 4 I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w W I INFILTRATION TEST PRESSURE AND GLASS TABLES H r U ASTM E-1300-04. o o rn 40"M X SINGLE a G A DOOR IDTH D C 6.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 11 37 5/8" 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m ¢ z PANEL WI H DETAILS. WINDLOAD DURATION FACTOR CD=1.6 WAS USED FOR WOOD FRENCH DOOR 26 5/8" SIDELITE ANCHOR CALCULATIONS. \,tptt.uurp4�, GLASS DLO `%� .PADRE.. i�� A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q- .'%OE NSc GQ 81/2" NOTE: NOT REQUIRED. ti� No. 58207 ••'�?I�t HINGE SPACINGS ARE 8-1/2" 97" I FROM ENDS AND 20"MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS MAX- I 20" FOR 81"TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. * = UNIT l b HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750.SLT-8710. 4 0t SSTATE OF t�/u+ 953/16' I 10 XH DESIGNATION X OPERABLE SASH,O D FIXED SASH 0 STAND R THE FOLLOWING: pNA; � MAX. I B PAD L 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR X� LOCATION. 4/18/2015 96LO 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. SS SEE SEVERE WEATHER. FL PE#58201 NOTE 4 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS 1239 JABARA AVE. GRADE 2 BY PAMEX AND DELANY. NORTH PORT,FL 34288 81 PH.941-380-1574 A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: NON-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES&ELEVATIONS.........-3TYPE NEL SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWNDATE: MAX.. GLAZING DETAILS....................................4 ADE 09/08/11 SECTION VIEWS....................................5-7 SINGLE BOM............................................................s 37-5/8"x 95-3/16" DWG.: REV.: EXTRUSIONS.............................................9 FRENCH +/- 70 PSF LARGE MISSILE IMPACT CWS-641 B ANCHOR SCHEDULE&NOTES..............10 INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" S�A`E' SHEET 1:35 1 OF 12 v 151 3/8° UNIT WIDTH 3 16"MAX MAX.X. SIDE WIDTH MAX FRENCH DOOR WIDTH WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 335/8" 375/8"MAX WWW.CWS.CC PANEL WIDTH PANEL WIDTH 8700/10/50 PVC 97" SWING DOOR UNIT WACT HEIGHT 94 518" 95 3/16" w v H SIDELITE Q }( > x Q PANEL HEIGHT HEIGHT SH 83 5/8" ONL W SIDELITE LNTE INACTIVE DOOR W GLASS PANEL GLASS zDLO DLO U U Z a w Q v' o VJ 22 5/8" 26 518" a a a^F GLASS DLO GLASS DLO W w FRENCH DOOR W/SIDELITES o o w a a A m ¢ oz 115 3/16"MAX UNIT WIDTH 76 3116"MAX.UNIT WIDTH ••• POOR ....;-4; 363/16 79" �GEh/s , 36 3/16'MAX. 40"MAX SINGLE SIDELTE TH MAX.FRENCH DOOR WIDTH SIDELTE WIDTH DOOR WIDTH C� No 58209 �°, 33 518°MAX 7 5/8" MAX. 37 518"MA C D: ° PANEL WIDTH DOOR WIDTH P WIDTH DOOR TH '9; STATE OFtRv: UNIT MAX. HEIGHT UNIT HEIGHT 95 3/16" 4/18/2015 SIDELTdDU UNE KBO 94 5/8" PANEL LUCAS A.TURNER,P.E. 95 3/16" SIDE-LITE HEIGHT PANEL HEIGHT x HEIGHT FL PE#58201 HEIGHT 1239 JABARA AVE. NORTH PORT,FL 34288 84 3/16" 835/8',,l 84 3/16° PH.941-380-1574 INACTIVE DOOR SID TE SEE DOOR SHEET DESCRIPTION: PANEL LASS DLOSS NOTE4 DL p SHT 1 GENERAL NOTES AND ELEVATIONS IN I 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 0: SINGLE DOOR w/SIDELTE CWS-641 B FRENCH DOOR w/SIDLITE SCALE: SHEET 1:35 2 OF 12 40"MAX.SINGLE 79"MAX.FRENCH DOOR WIDTH 36 3116"MAX. \`s RlNJCKIU f/(1(V7j OOR WIDTH SIDELITE WIDTH WINDOW SYSTEMS 37 5 'MAX. 37 5/8"MAX. 33 5/8"MAX. 1900 SW 44TH AVE. PANEL TH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 26 518" 26 5/8" 22 5/8" WWW.CWS.CC GLASS DLO GLASS DLO GLASS DLO 81/2" NOTE: 7 HINGE SPACINGS I 1 8700/10/50 PVC 81' FL H ARE 8-I/2"FROM 81" FLUSH 81" SWING DOOR MAX. BOLT 215116- ENDS AND 21-5/16" UNIT BOLT MAX. II��PACI UNIT MAX.O.C.UP TO HEIGHT HEIG HEIGHT 81"UNIT HEIGHT. 79 3/16" 78 518" 79 3/16" PANEL PANEL PANEL p X HEIGHT X p X HEIGHT HEIGHT c O 1683/16 68 3/16" GLASS SEE GLASS SEE GLASS DLO NOTE 4 DLO NOTE 4 DLO w SHT 1 SHT 1 pa-1/1" u L SINGLE DOOR FREN DOOR SIDELITE N $ Z 5 w w o a WWa U W a a A C° az 1513/8"MAX UNIT WIDTH 112318'MAX.UNIT WIDTH �NDREby;r��. 36 3116"MAX. 79"MAX FRENCH DOOR WIDTH 36 3 "MAX. 40"MAX.SINGLE "0.", I N- STDELITE WIDTH SIDELI IDTH DOOR WIDTH No 58201 33 518"MAX. 37 518"MAX 33 518'MAX. 37 5/8"MAX. PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH ' STATE OF Jw1 G"� ,� 81" FLUSH 81 FLUSH ��`. 0-R l 0't. -'el : MAX. BOLT MAX. BOLT ��%7.... .. " UNIT HEIGHT 9 I6. 4iq�N,A� �d HEIGHT 79 3/16" DOOR 78 518' DOOR 78 5/8" PANEL PANEL 4/18/2015 SIDELITE 0 �' }( O HEIGHT SIDELITE 0 p 0 HEIGHT HEIGHT HEIGHT 67 5/8" 68 3116" 68 3116" LUCAS A.TURNER,P.E. DOOR 67 5/8' FL PEN 58201 SIDELITE SEE GLASS SIDELITE DOOR 1239 JABARA AVE. GLASS NOTE 4 Ll I--i DLO GLASS GLASS NORTH PORT,FL 34288 DLO SHT I DLO DLO PH.941-380-1574 SHEET DESCRIPTION: 2z 5/8^ 26 518' GENERAL NOTES AND GLASS DLO GLASS DLO 225/.. 2 5/8" 26 5/8" ELEVATIONS GLASS DLO GLASS DLO DRAWN BY: DATE: FRENCH DOOR W/SIDELITES SINGLE DOOR W/SIDELITES ADE 09/08/11 DWG B: REV.: CWS-641 B SCALE: SHEET 1:35 3 OF 12 � MAX.UNIT GLASS TYPES �y IStSN1W// 17(1( WINDOW SYSTENS L`�/J 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 MACE 105 DUPONT PVB INTERLAYER 994 SENTRY GLASS IONOPLAST INTERLAYER N . 3/16"ANNEALED 3/16"ANNEALED "I SIKA-SIKAFLEX 552 OR z SIKA-SIKAFLEX 552 OR x W 11 HENKEL-PURFECT GLAZE"H" 1 11 HENKEL-PURFECT GLAZE"H" W A � d U U z II w 3/4"GLASS BITE j 3/4"GLASS BITE e 73 73 I $ $ Z 5 a m L) ¢ a U j � A aa ¢ O 71 71 z 72 72 �N... ..E4V� Gp v: NI No 58201 •:�'1 FL .9 STATE OF :btu •a :�: z2 4/18/2015 LUCAS A.TURNER,P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 FU LFU SHEhr DESCRIPTION: GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: ADE 09/08/11 DWG B: REV.: CWS-641 B SCALE: SHEET 1:1 4 OF 12 J / A INTERIOR WINDOW SYSTEMS�I�l�\�f///I� 68 7 74 38 45 46 61 68 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 1 64 35 8700/10/50 PVC SWING DOOR 63 E"ACT 19 1 35 35 a19 5 54 64 29 21 21 W� r v U U O 49 67 56 58 41 20 73 71 4 18 3 4 44 67 N N Z s w � O a a a E- m L) U A D N SECTION VIEW B-B m mQ0 tt— INTERIOR ��.`5 p. .. 60 38 30 31 `G�'•.•�\C E N S fi•.;Q,,�'� Ivo '58201 73i" ALTERNATE 1 ALTERNATE 2 :9^ sTAte of :'w� 71 47 z� 4/18/2015 5 n MORTISE LOCK w/FLUSH BOLT 32 MULTIPOINT LOCK LUCAS A.TURNER,P.E. FL PE#58201 29 1239 JABARA AVE. 70 59 NORTH 288 H.941 380 1574 I4 56 SHEhT DESCRIPTION: 69 SECTION VIEWS 6 SINGLE DOOR 55 a DRAWN BY: DATE: ITEMS NOT SHOWN FOR CLARITY: 56 35 5051 10-12,13.15-17,22,43,48,54,57-58 ADE 09/08/11 DWG Y: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-691 B 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 12 5 OF 12 a 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 I"ACT o Q W Q CI s � V) NN 5 y y F a WWU U � a Q 19 2324 4 71 73 47 30 31 32 66 20 13 35 97 2 73 71 4 12 18 19 23 4 44 67 1 1 1 m Q Z 'OREW��4i SECTION VIEW C-C �`�`�P' y,'� No 58201. '�11 90�: STATE OF �kr+ z� 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEhr DESCRIPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: DATE: NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: ADE 09/08/11 TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 DWG W: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 B 8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76 SCALE: SHEET 1:2.5 6 OF 12 J 5362 INTERIOR 53 g WINDOW SYSTEMS Illl�l ll�f///11 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8700/10/50 PVC SWEDOOR s Il14PACT 40 HIFT 19mmm 447 ' mil 5 62 0 42 5 W W Q � 40 19 42 4 97 72 73 4 U U z � � O SECTION VIEW E-E ' V) � � zW5 72 a a 0 a SEALANT APPLIED TO o o ADJOINING FACES a a W 73 62 8 IS BYINSTALLER a pa Q p 3 I z INTERIOR ,0",� 1DR✓ Y�T''�i� #10 HEX WASHER HEAD TEK `�Q9 AGES":G,Q.�' JOINING DOOR FRAME TO SIDELITE. :V' W F 6"FROM TOP AND BOTTOM ti:" No 56201 -:0 17"MAX.O.C. h: �' STATE OF -w` 40 G. lll�illl NAA- L% 4/18/2015 5 52 LUCAS A.TURNER,P.E. 9 SEALANT APPLIED TO #10-24 x 1-3/4'TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEErDESCRiwnoN: SECTION VIEWS g ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG d: REV.: 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 CWS-641 B SCALE: SHEET 1:2 7 OF 12 • PARTS LIST PARTS LIST ITEMI PART# IDESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR I7(7I 1 I H-1833 IMAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS WIN 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 1900 SW 44TH AVE. 4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10-24 x 1/2",Ft UNDERCUT PH,18-8SS @ KEEPER FASTENAL OCALA,FLORIDA 34474 5 H-1861 REINFORCEMENT,HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM www.cws.cc 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 1 SCREW#8 X 3/4"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 1 H-1900 IMAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTLING BLOCK,1/8 X 1 X 2 FRANKLOW E 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK E"ACT 11 SIAKFLEX 552 oa PURFECT GLAZE"H" SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK n 13 P-3511 SCREW#8 x 5/8"SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK v W 14 P-3587 SCREW#8 X 1",PH FLAT TEK @ ASTRAGAL,INSERT,LOC FASTENAL 64 S-1840 COVER HEAD,ANCHOR ALUM KEYMARK F 15 P-3767 SCREW,#10 X 1"HEXHEAD,TEK @ SIDELHE FASTENAL 65 1 S-1849 IINSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK Ca 16 P4146 SCREW#8 X 3/4 PHIL,FLAT SS TEK @ SIDE=SHIM FASTENAL 66 S-1859 COVER ASTRAGAL,FD ALUM KEYMARK 17 1 P4278 IFUZZY PAD,.200"x 1.250"W/ADHESIVE ULTRAF-AB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w ¢ m 18 P-4522 #10 x 1 1/4",PH FIAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK Z 19 P4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 5-1915 BASE,SWEEP ALUM KEYMARK a a 20 P4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK e o fn 21 P4794 SCREW#8 x 5/8"SQ.FLAT TEK @ INSERT ATTACH FASTENAL 71 5-6083 PANEL,TOP/BIM RAIL,SIDES-DOOR PVC MIKRON G N z 5 22 P4802 ALL THREADED ROD('LIE ROD) McMASTER 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDEUIE PVC MIKRON m a: O 23 P4807 HINGE,GUIDE HOPPE 73 S-6084 11GIAZING BEAD(1") PVC MIKRON o o pH 24 R4808/P4809 HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK m a 25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,@ SMELITE AMESBURY 75 GLASS SEE SHEET 4 0 0 26 P4863 LOCK STRIKE PLATE PADDOCK 76 1 H-1862 IREINFORCEMENT,VERT. ALUM KEYMARK CL > q 27 P4864 RHINO STRIKE PLATE PADDOCK 77 P4887 I MORTISE LOCK PADDOCKtt� 28 P-4866 GUIDE,TIE ROD NYLON M&M Z 29 P4871 TIE ROD BRACKET ZINC SULLIVAN 30 P4885 SHOOT BOLT,TOP PADDOCK p� IADRE4v "I�� 31 P4886 SHOOT BOLT,BOTTOM PADDOCK 32 P4851 LOCKBAR,INACTIVE,8 FT PADDOCK 32 P-4884 LOCKBAR,MULTI-POINT,5PT,8 FT PADDOCK No.58201 32 P-4901 LOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK 32 P4902 LOCKBAR INACTIVE,6'8 FT PADDOCK 40 Z 33 P4903 HANDLE SET,ACTIVE PADDOCK STATE OF D 34 P-4905 HANDLE SET,INACTIVE PADDOCK :fin 35 P4913 WSTP,.50X50 FOLDED BULB SEAL,@ DOOR SCHELGEL 36 P4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M 37 P4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M 38 P4922 COVER INTERIOR FLUSH BOLT NYLON M&M 39 P4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4/18/2015 40 P4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E. 41 P4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 42 P4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 1239 JABARA AVE. 43 P4933 NUT,3/8"-16 FLANGED W/SERRATED LIP.SS,@ PANEL McMASTER NORTH PORT,FL 34288 44 P-4934 SCREW,#12-24 X 1/2",PH FIAT,MS,@ HINGE FASTENAL PH.941-380-1574 45 P4936 DOOR KNOB,ACTIVE PANEL ' DELANY SHEET DESCRIPn0N: 46 P4937 DEADBOLT,ACTIVE PANEL DELANY 47 P-4969 SCREW,#10 X2"REINF.ATTACH. FASTENAL BOM 48 P-4997 STRIKE,DEADBOLT PADDOCK DRAWN BY: DATE: 27 49 P-51SCREW,#12 X 2",PH PAN,SMS,ANCHOR FASTENAL 50 P-5130 GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS ADE 09/08/11 DWG#; REV.: "ALTERNATE APPROVED LOCKSETS: CWS-641 B PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: SHEET 1:1 8 OF 12 • 49/16- 13/4"---{ 23/4"—� i ::�-{ rl/16' 59 5/8 "13116" -� 1900 SW 44TH AVE. 17/16" -19 711/16" 9/L 64wWW. FLORIDA 34474 72 L WWW.CWS.CC 1/16" THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 1 4 5116" 8700/10/50 PVC 51/2". 5/8" SWING DOOR 1/16" r^2 1/4^ PACT 4 9/16" I/4" I I 61 IM3/8" 60 5/16" 6 1/16" FILLER-1784 '. F 1 1/I. 6" REINFORCEMENT-1857 <r L I/I6° FRAME COVER-180Gfu 5/B" W DOORSILL-1878 25/8"� I-�-2318"�I W ¢ >y PVC DOOR PANEL-6083 N 3 T 62 11/I6" 73 m m O 4 9/16" r l 1/2" 3,4 1/I6' 0 5 PVC GLAZING BEAD-6084 N N Z T SIDELITE COVER-1816 a a O It 7 El c� a a 5 4 5/16" 19 16" U 1/16" 2 I5/16" 1/16" 1/16' a O 1 tsps" DOORJAMB-1880 314. 5L z I/16" L LL 69 DRIP CAP-1817 `�� DR$W rT Ire 4 9/16" REINFORCEMENT-1861 REINFORCEMENT-1858 1/I6" �r + jrV BASE SWEEP-1915 � r� u No 0C 2 1/2. ,�� S3/4 TATE OF :46 70 r (�'•F p 'Z�� 1/16" 2 15/16" 4 2111/16' 76 13+16° 166" 13/16-F&+ v16" 1/16" 1/16" DRIP COVER-1916 SIDELITE-1881 INSERT.BACK-1865 Z� 4118/2015 LUCAS A.TURNER,P.E. REINFORCEMENT-1860 FL PE N 58201 4 9/16" REINFORCEMENT-1862 1239 JABARA AVE. 3' NORTH 9401 380E 574288 9 9/16" 21/16" G6 13/4"--{ T— 67 SHeH7DESCwrTiON: 1/16' I 6s 11 MI6" EXTRUSIONS L 1/16° 2"gDa=:= 1/8" INSERT,FRONT-1864 DRAWN BY: DATE: SIDELITE-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 DWG Y: REV.: ASTRAGALCOVER-1859 CWS-641 B SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 12 9 OF 12 1 � R y ANCHOR DSPAN(TYP.) 4" (nP') 1900 SW 44TH AVE. 4" (TYP.) ANCHOR @ MIDSPAN(TYP.) OCALA,FLORIDA 34474 6"MAX.GYP.) WWW.CWS.CC 6"MAX.(TYP.) 4"(TYPJ 6"MAX.aYP.) 2" (TYP.)' OD/METAL 6"MAX.(TYP.) 4" (TYI 2" (TYP.)'WOOD/METAL SEE NOTE 2 1 SEE NOTE 2 8700/10/50 PVC SWING DOOR IMPACT MAX.O.C. O.C.A�) d {ij (TYP,) INSTALLATIONINSTALLATION [� OSIDEUTE O ANCHOR(fYP.) O X X O ANCHOR(TYP.) o 0 � A N W Q m N m m Z e o V7 N N z 5 a a DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE ¢ ¢ a ❑ ❑ In ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) a a q mQ0 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. %p1111111" ��10RE W 'r""ry 4 j u: No 58201 ' =ro= j2C NOTES: `9; STATE OF :tui' OT 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. i�� SR�O'R 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 S�rOiii A� 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. 411812015 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 DESCRIF'110N: 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 IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX 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 C REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 {N J /w i TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4"MAX.SHIM SEE TABLE 1 MIN.EMBEDMENT WIN�W 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 W W W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE / SEE TABLE 1 BY INSTALLER. MINED. GE DIST. / i __� SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE I R"ACT BY INSTALLER INSIDE AND OUT INTERIOR .'� CONTINOUS DBL 1/4'BEADS OF SEALANTINSTALLATION ANCHOR HINGE ANCHOR x w AROUND PERIMETER AT ALL INDICATEDSEE TABLE 1 SEE TABLE 1 2 q $: POINTS BETWEEN FRAME AND SUBSTRATE w BY INSTALLER. HINGE MIN.EDGE DIST. u u V SEE TABLE 1 e a o (n N � zS PERIMETER SEALANT BY INSTALLER HINGE MIN.EMBEDMENT INSIDE AND OUT w w � PERIMETER SEALANT SEE TABLE I a a pF' SUBSTRATE BY OTHERS O BY INSTALLER SEE TABLE 1 INSIDE AND OUT B HORIZONTAL SECTION o o 11 TYPICAL JAMB/HINGE ANCHORAGE MIN.EMBEDMENT m a Z SEE TABLE I SUBSTRATE SEE TABLE BY OTHERS �� NORE4v"t lo MIN.EDGE DIST. 23 1' 8 1/2" (l`YpNo 58201.) SEE TABLE 1 ANCHORS THRU A VERTICAL SECTION HINGE(TYP.) C D:; :a: 11 TYPICAL SILL ANCHORAGE STATE OF .:�4V SUBSTRATE TYPE TABLE 1:APPROVED O INSTTYPALLATION FASTENERS MIN.EMBEDMENT MIN.EDGE DIST. ',��is� NA� CONCRETE(2.85 KSI MIN.) 114"ELCO ULTRACON 1-3/4" 2-1/2" y HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 114"ELCO ULTRACON 1-1/4" 2-1/2" 21 5/16"MAX 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ELCO ULTRACON 1-318" 7/8" SEE NOTE 4/18/2015 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8" FLPE LUCAS A.TURNER,P.E. 01 16 GAUGE(0.060")MIN. #12-14 HB.TI KW 8(-FLEX OR RW FULL THREAD # STEEL STUD(33 KSI YIELD MR TEKS SELF-DRILLING SCREW THRU 0.060" 1/2" 123939 JABARA AVE. A NOTE: NORTH PORT,FL 34258 1/8"ALUM.(6063-TS MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" HINGE SPACINGS ARE: PH.941-380-1574 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 8-1/2" FROM ENDS SHEET DESCRIPTION: HINGE ANCHORS WTO CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" 21-5116"MAX.O.C.FOR UP TO 81"UNIT HEIGHT. INSTALLATION DETAILS 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3116"ELCO ULTRACON 1-1/4" 2-1/2" DOOR LrHINGE STM C-90) ANCHORS WR)2X MIN.SOUTHERN #10 WOOD SCREW 1-318" 7/8" DRAWN BY: DATE: =0.55) ADE 09/08/11 ANCHORS W10 I6 GAUGE(0.060")MIN. #10-16 HILTI KWB(-FLEX OR IIW FULL THREAD DWG Y: REV.: STUD(33 KSI YIELD MN TEKS SELF-DRILLING SCREW THRU 0.060" 112" HINGE LAYOUT CWS-641 B ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" 1:30 SCALE: SHEET EEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 11 OF 12 1 TYPICAL HEAD ANCHORAGE INTERIOR 1/4"MAX.SHIM MIN.EDGE DIST. MIN.EMBEDMENT Qs�mffl SEE TABLE 1,SHT 11 CONTINOUS DBL 1/4"BEADS OF SEALANT SEE TABLE 1,SHT 11 1900 A, 44TH AVE. AROUND PERIMETER AT ALL INDICATED wWW. FLORIDA 34474 POINTS BETWEEN FRAME AND SUBSTRATE W W W.CWS.CC SUBSTRATE BY OTHERS BY INSTALLER. SEE TABLE 1,SHT 11 MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT l l 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1,SHT 11 IMPACT BYINSTALLER INSIDE AND OUT n INTERIOR o A CONTINOUS DBL 1/4"BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 BY INSTALLER. z 0 e o (n PERIMETER SEALANT BY INSTALLERLD Z W INSIDE AND OUT W w a I PERIMETER SEALANT ° ° BY INSTALLERSUBSTRATE BY OTHERS a INSIDE AND OUT SEE TABLE 1,SHT 11 U / u HORIZONTAL SECTION Q o V) MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE a O SEE TABLE 1,SHT 11 SUBSTRATE BY OTHERS ¢ Z SEE TABLE 1,SHT 11 `�apy�Pp10RE4V MIN.EDGE DIST. SEE TABLE 1,SHT 11v No 58201 / �, ,VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE -a.S z STATE OF zz 4/18/2015 LUCAS A.TURNER,P.E. FL PE M 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 9: REV.: CWS-641 B SCALE: SHEET 1.2 12 OF 12 7/4/2015 Florida Building Code Online y7 HOCida Dep gmeril� BCIS Home Log In user Registration ( Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links R Search Busines Professional USER:Public UProduct ser al Reaulation 0� Product Approval Menu>Product or Application Search>Application Lis >Application Detail FL# Bi48-R2R2 Application Type Code Version Application Status d Comments Archived EJ Product Manufacturer Window Systems Inc.Address/Phone/Email 44th AvenueL 344748-6922ws.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 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding 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 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL14848 R2 COI EvalReo CWS-642B(SGD-8940, XXXX. DP 70, IMP).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A-440 2005 ASTM E1300 2004 ASTM E1886 2002 ASTM E1996 2002 PA TAS/201/202/203 1994 Equivalence of Product Standards httpsl/ttoridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquHlFzfePouW5MOPPIxOdpL96glpAAHCRZX76RRZ07WS */o3d%3d 1/2 L 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/27/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14848.1 SGD-8940 SGD-8940,OX or XO, Impact Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14848 R2 II CWS-687A(SGD-8940. OX. DP 120, IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +120/-120 Evaluation Reports Other: Large Missile, Max. panel size 4'x 8', DP = +/- 120 FL14848 R2 AE DuPont SGP NOA 11-0624 02.odf psf. Glass complies to ASTM E1300-04. FL14848 R2 AE EvaIReD CWS-687A(SGD-8940. OX. DP 120. IMP). df FL14848 R2 AE Ouanex (Mikron) NOA 12-1017 02.odf Created bent T y Inde endhird Party: Yes 14848.2 SGD-8940, Multi Track,Impact. SGD-8940, Multi Track,Sliding Glass Door, Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14848 R2 II CWS-642B (SGD-8940,XXXX. DP 70. Approved for use outside HVHZ:Yes IMP). df Impact Resistant:Yes Verified By: Lucas Turner 58201 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: Large Missile,Max. Panel 4'x 8', Multi Track Evaluation Reports configurations(see installation drawings), DP+/-70 psf. FL14848 R2 AE DuPont SGP NOA 11-0624 02.odf Glass complies to ASTM E1300-04. FL14848 R2 AE EvaIReD CWS-642B(SGD-8940. XXXX. DP 70, IMPI.Ddf FL14848 R2 AE Ouanex(Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 5acic tJext 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::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 mall.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: PMJ O 'ECrE 1 M 9ecur•ity w;rnac�- httpsl/floridabuilding.org/pr/pr_app_ U.aspx?param=wGE\/XQwtDquH1FzfePouW5MOPPIxOdpLg6glpAAHCRZX76RRZ07WSr%3d%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 642B April 18,2015 Product Description: Series 8940 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44`x'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 51' 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-642B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3734-1 and-lA,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 Calculations to support CWS-642B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-642B. Limitations of Use: This product: • May be used in up to 48 5/8"x 93 1/2"panel sizes(97"max. door height),with glass types and max. glass daylight sizes as shown in CWS-642B • 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-642B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02, ,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 roduct. 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. `1itttliffftllllli �4, . Ci .: No 582fl1 - P, L 4/18/2015 STATE bF Lucas A. Turner, P.E. 4 p.R 1 ��+sem FL PE#58201 y 4 GENERAL NOTES: Comm SLIDING GLASS DOOR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S FLORIDA E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAW W W CFLORI 34474 IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 3 8940 PVC :91*FR:AAMEWIDTH 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: SLIDING GLASS "XO","OX" "XX "OXO","XXX","OXXO",-)D ", 48 5/8" 415/8" "PX","PXX","PXXX" "PXXXX" "PXXP","PXXXXP",°PXXX)OAP DOOR-IMPACT MAX.PANEL WIDTH GLASS DLO „PXXXXXXXXP. A 2 TRACK,3 TRACK,4 TRACK n .. ——————— —————— I —————— ———— — 4.DESIGN PRESSURE RATING: m F B -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 7 I 7 GLASS TABLES ASTM E-1300-04. o A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER x w D INFILTRATION TEST PRESSURE AND GLASS TABLES W 97' I 7 ASTM E-1300-04. IT I� � 8 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED u u z UNIT HEIGHT-1IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 7-8 FOR ANCHOR e c U) H DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD N N Z 5 X X �{ X i 8 861/2" ANCHOR CALCULATIONS. a a O GLASS DLO (y� 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT °' °' w 93 1/2" I REQUIRED. a MAX a a N PANEL 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PVC VENTS a a W HEIGHT ARE FULLY WELDED. Ca - -- -- -- -- -- 8.SERIES/MODEL DESIGNATION SGD-8940. ¢ z punuru# —————— __ —— —————_ _—__ —— 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: �%0N�ryOftE4V rrrir X=OPERABLE SASH,0=FIXED SASH,P=POCKET/HOOKSTRIP �N%c P T{� ++ F E A A JVP y�GEIJg� Qv B S 8 7 B 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR58201. :�-p LOCATION. "� 11.WEEP SLOTS=1/4"x 1-1/4"LOCATED 6"FROM BOTH ENDS. ro �: STATE OF �w S° a .•rr4Sriot 1Uq 0�`��. 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE of CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE: SECTION VIEWS..................................2 MAX.�x93�4/2" DESIGN PR�70PSF��j IMPACT RATING ADE .08/24/11 BOM&GLAZING DE TAIL.....................3 DWG#: REV.: EXTRUSIONS.......................................4 48-5 +/- LARGE MISSILE IMPACT TRACK WIDTHS...................................5 CWS-642 B ANCHOR SCHEDULE&NOTES..........6 (4)PANELS SHOWN;HVHZ LIMITED TO MAX.(4)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER SCALE: SHEET INSTALLATION DETAILS..................7-8 OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:25 1 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 WWW.CWS.CC 33 4 30 0 9 9 9 6 6 I 14 2 13 7 20 IS 6 33 4 39 �' -- 8940 PVC SLIDING GLASS DOOR-IMPACT lw- F w U U ,Z a a O e o V1 3 39 37 7 15 42 16 l8 17 8 37 36 6 6 20 6 9 3 C a Zp 5 SECTION VIEW B-13 n n a 21 39 w i) G ¢ U N 33 A 9 3 4 m ¢ z 9 IS PAIR OF ANCHORS AT SEE SHT 8 FOR SPACING. 4S CUP. ,`�S ....E......�. 7 +%�4: \CE7JSF•: y�i 24 v No 58201- 'mp 36 I 3 I *� *, '*% 42 90; STATE OF 'UJ 4 ,`S+ONA%- FIXED PANEL VIEW 4/18/2015 36 FIXED PANEL ATTACHMENT LUCAS A.TURNER,P.E. I I I FL PE#58201 1239 JABARA AVE. 7 g NORTH PORT,FL 39288 12 34 PH.941-380-1574 S 9 SHEET DESCRIPTION: 3 IIIJ(� �a I�J IIJ( 2 4 SECTION VIEWS DRAWN BY: DATE: 5 39 1 ITEMS NOT SHOWN FOR CLARITY: ALTERNATE SILL VIEW-NO RISER ADE 08/24/11 10,41 MAX.POS.DP+30 DWG o: REV.: SECTION VIEW A-A ITEMS NOT USED IN VERSION SHOWN: CWS-642 B 23,24.27.31,32,35 NOTE:INSTALLATION W1 NO SILL RISER WITH DP+70 ALLOWED IN SCALE: SHEET LOCATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 1:2 2 OF 8 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL Il TIllCC9 /JnjJ�Yj]'��/d 1 H-6032 Panel,Top/Bottom/Sides PVC Mikron 2 H-6043 Astragal PVC Mikron WINDOW SYSTEMS 3 H-6098 Frame,Main 2 Track PVC Mikron 1900 SW 44TH AVE. 4 H-6099 Frame,Adder Track PVC Mikron OCALA,FLORIDA 34474 5 H-6100 Frame,Screen Track PVC Mikron W W W.CW S.CC 6 H-1841 Interlock,Double Aluminum Keymark 7 1 H-1769 Reinforcement,Panel Aluminum Keymark PANEL CORNERS 8940 PVC 8 P-3142 Tandem Roller Stainless Sullivan FULLY WELDED FRAME CORNERS FRAME CORNERS MECHANICALLY FASTENENED WELDED TO MAX SIZE 120"x 96" SLIDING GLASS 9 P-3302 WSTP.,0.330 x.187,Fin,Gray Ultrafab 1:8 1:8 10 SikaFlex 552 or Purfect Glaze"H" Sika/Henkel 1'8 DOOR-IMPACT 11 P-3352 Setting Block Rubber Frank Lowe 12 P-3511 #8 x 1/2"Pan PHI Tek @ roller Steel Fastenal 13 P-3557 #10 x 2 Hex Washer,TEK,SS @astragal Steel Fastenal . 14 P-3756 #10 x 1 1/2 Pan Phil sms @ keeper Steel Fastenal ZZ Z F 15 P-3767 #10 x 1"Hex Washer Tek @ interlock Steel Fastenal o A 16 P-3789 Handle Kit Steel BSI 17 P-3792 3/4"Keeper Steel BSI 1"OVERALL w F 18 P-3793 Mortise Lock Steel BSI 3/16"TEMPERED to 20 P4264 #8 x 3/4"Flat Phil Tek @ interlock Steel Fastenal v U Z 21 P-4366 Dust Plug Ullrafab 3/8"AIRSPACE O 22 P-4479 Weep Coyer Nylon M&M 7/16"LAMINATED o o 23 S-1597 Fixed Panel Co%er Aluminum Keymark Z W 24 S-1618 Fixed Panel Clip Aluminum Keymark 3/16"ANNEALED w w P 25 S-1655 Roller Track Aluminum Keymark 0 m a 26 S-1691 Interlock Trim Cofer Aluminum Keymark 090 SENTRY GLASS IONOLPAST INTERLAYER e F v 27 S-1722 Fixed Panel Support Aluminum Keymark 3/16"ANNEALED p o rn 28 5-1726 Reinforcement,Asim al kAluminum um Keymark Ca 29 S-1826 Frame Filler um Keymark PURFECT GLAZE"H" 30 S-1866 Hook Strip um Keymark 10 SIKAFLEX 552 P7 ¢ Z 31 S-1879 MidRise for Screen um Keymark33 S-1908 Interior 34 S-1909 MidRise oter um Keymark 36 ,,`OyP�GEwj36 S-6037 Glazing Bead Mikron ' ASS Bfl'E ,JVPi37 S-6040 Track FWer Mikron No 58201 :-P" 38 S-6041 Screen Track PVC Mikron 39 5-6101 Frame Filler PVC Mikron 91 #8 x 3"philHat sms @ frame assm Steel Fastenal X90 42 GLASS SEE THIS SHEET 43 Gasket,left and right Frank Lowe 7 X� 4/18/2015 1 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND GLAZING DETAIL DRAWN BY: DATE: ADE 08/24/11 DWG#: REV.: CWS-642 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 19,32,35,40 SCALE: SHEET 1:1 3 OF 8 1 7/8"--I 1 11116" 3 1/4" - ---s 1/s- —�{ z 7/a"� � t WINDOW SYSTEMS v v I q 6 1900 SW 44TH AVE. 3 IT/4 OCALA,FLORIDA 34474 W W W.0WS.CC 2 3/8" 2 3/8- 2 3/8" Ik 3 9/16" 2 9/16- 1/8" 6'0cul 71 ❑❑❑ L us fns DIN PVC 1� L SLIDING GLASS PVC MAIN FRAME-6098 PVC ADD-A-TRACK-6099 PVC SCREEN TRACK-6100 LL INTERLOCK-1841 DOOR-IMPACT PVC PANEL-6032 2 = 3 3/8'� M '.." 5' e�vo 2I{�4- o C I I 30 �I• W F 1!8° 31116- 8 ro m p 4 v o V1 5 1/16" o� 00 4 3/8" 4 7/8' 2° w O fns° I O O a a a U W FIXED PANEL CLIP-1618 a Ga PLAN VIEW-1618 w ¢ z oaG�oo REINFORCEMENT-1726 PVC ASTRAGAL-6043 HOOKSTRIP-1866 PDLtE[N calls^ ,J; :cam'. No 58201 2 Sl8' 2 II1G' S/8' S/I6' #• *. 23 2 I/16' 34 7 31 33 37 :9 STATE OF :mow 21/16" 1 1/4" 11/8" 2 15/16" 7/a' 2 3/16' 21/16" 1n6" L L 7/a° 1/16" '4,rS'ONAV. \.•`'� 1/16 PANEL SUPPORT-1722 FIXED PANEL COVER-1597 PVC FRAME FILLER-6040 L MID RISE W/SCREEN-1879 INTERIOR COVER-1908 4/18/2015 MID RISE-1909 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 21/8--1 15/16'1 7/s 718" s/s. 7/16' PH.941-380-1574 7 t/q°� 7/16' 7/I6 9/16" � 36 SHEET DESCRIPTION: 2' 13/16° 25 29 39 36 I I/8' 1/16" 1116° 1116 1116 1116" EXTRUSIONS L vts° COVER-1691 FILLER-1826 PVC FILLER-6101 PVC SCREEN TRACK-6041 TRACK-1655 GLAZING BEAD-6037 DRAWN BY: DATE: ADE 08/24/11 REINFORCEMENT-1769 DIVC®: REV.: CWS-642 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scALE: SHEET 1:2 4 OF 8 ' •1 ly(S�n�J(GW/ WINDOW SYSTEhYS�/��/%�I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 2TRACKFRAME 3TRACKFRAME 4TRACKFRAME 8940 PVC 7/1f13 SLIDING GLASS v v o o o DOOR-IMPACT 4'❑(� ❑d❑ ] 0� ❑Ld❑ �0 Cd d0 ❑� ❑d❑ d0 L' d0 Cd cd0 H o❑❑�Q❑❑ o❑a�Q❑❑ ❑❑❑ a❑❑� —El ❑ 1❑ ❑❑❑ W � 51/4' 711/16• r 101/8' U U z W W 0 FRAME W/O SCREEN TRACK N N � IWW m m O0.' a a a � w � V j j O p� ¢ O 2 TRACK FRAME 3 TRACK FRAME ++�Jy+P�IDRE4V V:.��CENSF•.P,y. v v 61a No 58201❑(� ❑d❑ da Com❑ ❑I p d0 Cd �JO ❑ E. O: STATE OF :4U 6 7/16' 8 7/8' 4/18/2015 LUCAS A.TURNER,P.E. 01 FRAME WITH SCREEN TRACK FL # A AVE.1239 JABARA NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TRACK WIDTHS DRAWN BY: DATE: ADE 08/24/11 DWG®: REV.: CWS-642 B SCALE: SHEET NOTE:INFINITE NUMBER OF TRACKS ARE POSSIBLE WITHOUT SCREEN 1:2 5 OF 8 A • ffi (TYP.) 99mm 3"MAX.O.C.(CYP.)3"MAX.O.C."P.) 6"MAX.(rYPJ 1900 SW 44TH AVE. OCALA,FLORIDA34474 WWW.CWS.CC 8940 PVC SLIDING GLASS 'mnx o.c. DOOR-IMPACT MR) I = Z:; H X X II X X I opo HOOKSTRIP I I I SEE NOTE 2 X w ANCHORS"P.) I FF II I U U z g INSTALLATION v o V) ANCHOR(NP.) a a o I I °' °' a I � � a U ———————— ————— _——————— U W � a A ANCHOR LAYOUT m ¢ z P.31DRNW� v: No 58201 X15 NOTES: G�� STATE OF :4uz 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. INSTALL TWO ANCHORS AT EACH LOCATION IN HOOKSTRIP. 014�sIONA� 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 7. 4/18/2015 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 N 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, 34288 PH.941-380-1-1 574 SPECIFIED IN TABLE 1,SHEET 7. -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:2-7/16"FOR MASONRY,2"FOR FIXED PANEL CLIPS(ALL SUBSTRATES),I"FOR WOOD AND METAL. ADE 08/24/11 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 TABLE 1,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-642 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 20OWUNGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:40 6 OF 8 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT MIN.EDGE DIST. 2 7/16' INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 1/4'MAX.SHIM WINDOW SYSTEMS 1900 SW 44TH AVE. SUBSTRATEOCAIA,FLORIDA 34474 BY OTHERS MIN.EMBEDMENT _a W W W.CW S.CC SEE TABLE 1 SEE TABLE 1 INSTALLATION ANCHOF INTERIOR �� SEE TABLE 1 8940 PVC PERIMETER SEALANT ❑�� 'y ❑ SLIDING GLASS BY INSTALLER ❑ �JQ 1/9"MAX.SHIM DOOR-MPACT INSIDE AND OUT X II�J,1 CONTINUOUS DBL I/4"BEAD OF SEALANT 'l_.I� 2 7116" 2 = AROUND PERIMETER @ ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE ❑ F CONTINUOUS DBL I/4'BEAD OF SEALANT BY INSTALLER o O AROUND PERIMETER @ ALL INDICATED INTERIOR POINTS BETWEEN FRAME AND SUBSTRATE X u„ BY INSTALLER MIN.EDCE DIST. W F SEE TABLE 1 z PERIMETER SEALANT BY INSTALLER U U � INSIDE AND OUT P O (n SEALANT UNDER SCREW BEAD OF SEALANT SUBSTRATE BY OTHERS N N Z 5 HEAD BY INSTALLER BETWEN SILL INSTALLATION ANCHOR MIN.EMBEDMENT SEE TABLE 1 K a O W S g RISER AND FRAME SEE TABLE 1 SEE TABLE I �� F IIIJ(I Il)J(I BY INSTALLER 1/4'MAX SHIM / 1 HORIZONTAL SECTION o E TYPICAL JAMB ANCHORAGE F F U ERIMETER SEALANT Ca 00 Y INSTALLER ❑� C�F::E Q r_1 a ❑ INSIDE AND OUT ¢ z DO NOT COVER WEEP HOLES MIN.EMBEDMENT MIN.EMBEDMENT MIN.EDGE DIST. Ill��## SUBSTRATE SEE TABLE I SEE TABLE I SEE TABLE I BY OTHERS �1 ��,5'P C.. SEE SEE TABLE 1 HOOK STRIP INSTALLATION ANCHOR No 58207 " MIN.EDGE DIST. 27f16- �.�� INSTALLATION ANCHOR 1/4"MAX.SHIM SEE TABLE I SEE TABLE 1 SEE TABLE I TWO ANCHORS PER SHIM AS REQUIRED TO MEET FIXED CWP THROUGH '* INTERIOR TRACK FACE A VERTICAL SECTION PRE-DRILLED HOLES" 7 TYPICAL SILL ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 r�� F 1/4"MAX.SHIM / B j HORIZONTAL SECTION FIXED PANEL A�'4`SI�NA� HOOK STRIP MIN.EMBEDMENT - tile TABLE 1:APPROVED INSTALLATION FASTE S SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 1L MAX.fI1 P) FIXED PANEL 4/18/2015 CONCRETE(2.0 KSI MIN.) 3/16"C1W TAPCON 1" 3" �❑ EDGE DIST. LUCAS A.TURNER,P.E. CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" FL PE#58201 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 17 7/8" 1239 JABARA AVE. ❑n NORTH PORT,FL 34288 3/16"IIW TAPCON OR MAX.O.C. �f PH.941-380-1574 2X MIN.SOUTHERN PINE(G=0.55) (ryp,) ELCO ULTRACON 1-3/8" 7/8" SHEET DESCRIPTION: 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 718" Q 16 GAUGE(0.060")MIN. #10-16 HILT]KWIK-FLEXOR IIW FULL THREAD FIXED PANEL CLAP ❑ INSTALLATION DETAILS STEEL STUD(33 KSI YIELD MIN) 11-KS SELF-DRILLING SCREW THRU 0.060" I/2" CLIP ANCHORS MUST 2 TRACK BE LOCATED A MINIMUM DRAWN BY: DATE: 1/8"ALUM.(6063-15 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" DISTANCE OF 3"AWAY 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" FROM AM'MAIN FRAME ADE 08/24/11 FRED PANEL CLIP ANCHORS INTO ANCHOR. DWG#: REV.: CONCRETE(2.0 KSF MIN.)OR HOLLOW OR 3116"HW TAPCON 1" 3" CWS-642 B GROUT-FILLED CMU(117 PCF MIN.) FIXED PANEL CLIP DET IL �D1 HORtZONTAL SECTION SCALE: NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LIST D IN TABLE 1. 7 FIXED PANEL ANCHORAGE 1:2 7 OF 8T f • 1/4'MAX.SHIM CONTINUOUS DBL 1/4'BEAD OF SEALANT MIN.EMBEDMENT (WIN�DOW'(yS((�/YSTEMS AROUND PERIMETER @ ALL INDICATED SEE TABLE 1,SHT 7 1900 SW 49TH AVE. POINTS BETWEEN FRAME AND SUBSTRATE BYINSTALLER �� OCALA,FLORIDA 34474 W W W.CW S.CC BEAD OF SEALANT CONTINUOUS DBL 1/4"BEAD OF SEALANT BETWEEN SILL AROUND PERIMETER @ ALL INDICATED RISER AND FRAME POINTS BETWEEN FRAME AND SUBSTRATE 8940 PVC 1 BYINSTALLER �F9 BYINSTALLER PERIMETER SEALANT ( I LI=) SLIDING GLASS BYINSTALLER El`�q� DOOR- PACT INSIDE AND OUT "' a�Q�Q Q uIia a IM INSTALLATION ANCHOR DO NOT COVER SEE TABLE 1.SHT 7 WEEP HOLES �❑ '" 1,11N.EMBEDMENT SUBSTRATE SEE TABLE 1,SHT 7 o O BY OTHERS W SEE TABLE 1,SHT 7 W F awl U U Z ON.EDGE DIST. INSTALLATION ANCHOR MIN.EDGE DIST. SEE TABLE 1,SHT 7 SEE TABLE 1.SHT 7 SEE TABLE 1.SHT 7 L v o (n PERIMETER SEALANT BY INSTALLER INSIDE AND OU N $ Z 5 SEALANT UNDER SCREW w O HEAD BY INSTALLER SUBSTRATE BY OTHERS E VERTICAL SECTION SEE TABLE 1.SHT 7 8 3 TRACK SILL U G HORIZONTAL SECTION o¢ o N 8 3 TRACK JAMB 1/4"MAX.SHIM j q ON.EMBEDMENT SEE TABLE 1,SHT 7 \\,SI�l1�It If1/�I CONTINUOUS DBL 1/4'BEAD OF SEALANT C:3--= AROUND PERIMETER @ ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE CONTINUOUS DBL 1/4'BEAD QVP,..4tC ENS�;•.'S�iw+i� BYINSTALLER OF SEALANT AROUND J• ••t�. �� PERIMETER @ ALL INDICATED t^�; No 58201 !'1 POINTS BETWEEN FRAME AND ` SUBSTRATE BY INSTALLER BEAD OF SEALANT BETWEEN SILL G9' STATE OF l0 RISER AND FRAME �O BY INSTALLER +.� <0 R 1l?P�,N`,:` ❑ O CJ O EE TABLE Ol SHT 7HOR �S_ONA' ; PERIMETER SEALANT I__I� LI❑�El BYINSTALLER F--=Q❑(] O❑❑ � �� y INSIDE AND OUT DO NOT COVER 4/18/2015 WEEP HOLES LUCAS A.TURNER,P.E. MIN.EMBEDMENT SEE TABLE 1,SHT 7 �❑ FL PE#58201 SUBSTRATE 1239 JABARA AVE. BY OTHERS NORTH PORT,FL 34288 SEE TABLE 1,SHT 7 (] PH.941-380-1574 ON.EDGE DIST. INSTAUATION ANCHOR SHEET DESCRIPTION: SEE TABLE 1.SHT 7 SEE TABLE 1,SHT 7 0� INSTALLATION DETAILS MIN.EDGE DIST. �� 3&4 TRACK SEALANT UNDER SCREW SEE TABLE 1,SHT 7 HEAD BY INSTALLER PERIMETER DRAWN BY: DATE: F VERTICAL SECTION INSIDE AND OUT BY INSTALLER ADE 08/24/11 R 4 TRACK SILL DWG r: REV.: SUBSTRATE BY OTHERS SEE TABLE 1.SHT 7 CWS-642 B /—n*'\HORIZONTAL SECTION SCALE: SHEET 8 4 TRACK JAMB 1:2 80178