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HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page I of 2 FN� 0 BCtS Home i tog to i User Registration j Hot Topics Submit Surcharge Stats& cls J Publications �• FBC-Staff BCts Site Mao Links ,Search i FlOsid& =ul� nn Product Approval USER:Public User d.zc�easea PrQtluct Aooroval Ment>Product or 800110002 Search>gggllcation LISF>Application D tail ' w gg FL# 14850-R Application Type Revision Code Version 2017 Application Status Approved Comments Archived p Product Manufacturer Custom Windo Systems Inc. Address/Phone/Emall 1900 S 144th venue Ocala,FL 3447 (352)368-692 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc i Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th ve Ocala,FL 3447 (352)366-692 Ext 291 t jlathrop@cws.c Quality Assurance Representative Arturo Montev rd Address/Phone/Email 1900 SW 44thve Ocala,FL 3447 (352)368-692 fExt 221 amonteverde@cws.cc Category <ExteriorDoors Subcategory Swinging Exte for Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Profess onai Engineer C] Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Cettilfications,Inc. Quality Assurance Contract Expiration Date 07//21/2020 Validated By Steven M.Uri•h,PE —1 Validation hecklist-Hardcopy Received Certificate of Independence FL14850 R3 OI EvatReport641C odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA CSA 101/1.5.2/A-440 2005 ASTM E1886 5 2005 ASTM E1996- 5 2005 PA TAS/201/ 02/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pz/pr_app_dtl.aspx?param=w EVXQWtDquHIFzfePou... 12/14/2017 • Florida Building Code Online, Page 2 of 2 J J Sections from the Code J J J J Product Approval Method Method 1 Optioi D Date Submitted 09/28/2017 Date-Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 SummarV of Products i j FL# Model,Number or Name Des ription 14850.1 FD-8750,Impact. FD-8 50 French Door,SD-8700 Swing Door,SLT-8710 Sidel te,impact. Limits of Use instIIlation instructions Approved for use in HVHZ:Yes FL1T850 R3 iI CWS-641C.Ddf Approved for use outside HVHZ:Yes Veri led By: Lucas Turner 58201 Impact Resistant:Yes Crez ted by Independent Third Party:Yes Design Pressure:+70/-70 Eval jation Reports Other:Large Missile French Door w/Sidelights,Max. FLS 850 R3 AE EvalRe ort641C. df French Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight Cre ted by Independent Third Party:Yes ,3'x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. Back Nex Contact Us;:2601 BlairPhone:850-487-1824 The State of Florida is an AA/EEO employer,Convriaht 2007-201 ::Privacy Statement::Accessibility Statement;:Refund Statement under Florida law,email addresses are public records.If you do not want your a-ma I 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 ma I.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 emalls provided may be used for official communicationwiththe li ensee.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 c in bemade available to the public.To determine If you are a licensee under Chapter 455,F.S.,pleas click berg-. Product Approval ccepts: NCR Credit Card Safe r r r r http://www.floridabuildino,.org/pr/pi_app_dtl.aspx?param=w EVXQwtDquHlFzfePou... 12/14/2017 ����� 1239 Jabara Ave. N1h. h Port,FL 34288 J ENGINEERING& 941-380-1574 J TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641C August 28,2017 Product Description: Series SD-8700,FD-8750,SLT-8710 PV Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'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 c omplies with the requirements of the 6`s 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,-]A,-113,-IC,-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, MA/WDMA/CSA 101/I.S.2/A44Q- 2005,and ASTM.E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641C,signel and sealed by Lucas.A.Turner,P.E. Installation: Units must be installed according to approval doc iment CWS-641C. Limitations of Use: This product: © May be used in up to 79"x 97"XX sizes,40"x 97"X s zes,and 36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown CWS-641C 0 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-641 C shall be pan or hex he d type and shall have a head or washer (integrated or separate)diameter of 0.420;'min. , © Requires Kuraray(Dupont)SentryGlas Interlayer per iami-Dade N.O.A.#14-0916.11.1 Requires Kuraray(Dupont)PVB Interlayer per Miami- ade N.O.A.#16-1117.021 0 Requires Quanex(Mikron)white rigid PVC framing pe Miami-Dade N.O.A.#17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h 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 manufa turfing 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 o this product. �1}11119 i11ff ORE W ff fife '.�GQ�;.�G E N,S Lucas Turner ? ' No 58201 ':,A- 8/28/2017 2017-08-30 ` Lucas A. Turner,P.E. 17:06+20:00 ro= FL PE 458201 � 0 S A7E OF :��� + GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILEE-IMPACT-- 1;THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOVAFMEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IWWS RATED FOR WIND 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX.FRENCH DOOR WIDTH 36 3116"MAX. IN ASTM E 1996 PER THE FBC. W .CWS.CC SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 37 518"MAX. 33 518"MAX 8700/10/50 PVC PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 26 518" 225/8 W/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SVtqNG DOOR GLASS DLO GLASS DLO D W/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT I 4.LOCK OPTIONS: I UP TO 6'8'.': � z <z3: 97" A.DOUBLE BORE WITWO(2)INTERIOR FLUSH BOLTS. F o w O rn O o 9T' MAX. HANDLE SET(S 36" Z W_ I ¢ 0 w MAX. UNIT B.MORTISE LOCK wi TWO(2)INTERIOR FLUSH BOLTS. w Z02 2 w�z W- UNIT E HEIGHT HANDLE SET @ 34" LL a�c� HEIGHT E C.MULTIPOINT(4 PT.) z _� o w OO p C c a HANDLE SET®34" O 01-01j¢=�cc 95 3116" I 12 94 518" ABOVE 6'8": 0 0 y z a~v'°- FLUSH BOLT ON o z V) F p rn PANEL X X INACTIVE PANEL I PANEL A.MULTIPOINT(5 PT.) Q p Z O v)z O a ID HEIGHT HEIGHT HANDLE SET 0 34" } i= a0 w p=O z B' Q W F F 583 5/8" .DESIGN PRESSURE RATING: K rn j 3 p ui 84 3/16" 11 GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND _� o y,0 w U GLASS SEE DLO GLASS TABLES ASTM E-1300.04001109. a Z i a o c DLO NOTE 4 1 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a � I INFILTRATION TEST PRESSURE AND GLASS TABLES a a aa+J a rn 40"MAX.SINGLE ASTM E-1300-04001109. A DOOR WIDTH D 12 6.INCHORAGE:THE 33 113%STRESS THEDESIGN OF THISRODUCT.SEE SHEETS 1SE S 12 T BEEN USED FOR ANCHOR `������PNOR... 11 37 518"MAX. � g G i PANEL WIDTH DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD P �GENg'•.,P FRENCH DOOR SIDELITE JG ' rT 26518" ANCHOR CALCULATIONS. �.. N458201 :-Pp GLASS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE '*? NOTE: NOT REQUIRED. 8112" STATE OF •��U: HINGE SPACINGS ARE 8-112" %0% 97" FROM ENDS AND 20"MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS %y°F•"1 O R I 0"—FOR$1TO-9T�UN1'FHEIG PROCESSED AND ASSEMBLED VIA TIE ROD.UNIT •��5�9;v O�` HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710_ 10.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: 95 3116" I X=OPERABLE SASH,0=FIXED SASH PANEL B X 1 B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR _� HEIGHT LOCATION. 9/22/2017 84 3116" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASS SEE SEVERE WEATHER. FL:U#'58201 DLO NOTE 4 1239 JABARA AVE. 13.QUALIFIED ALTERNATIVE LOCKSETIDEADBOLT HARDWARE IS NORTH PORT,FL 34288 781/2' GRADE 2 BY PAMEX AND DELANY. PH.941-380.1574 - A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: NDN-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES&ELEVATIONS-.....1-3TYPE NEL SIZE DESIGN PRESSURE RATING IMPACT RATING LucasTurner DRAWN BY: DATE: GLAZING DETAILS................................ MAX......4 .2017-09-22 ADE 09/08/11 SECTION VIEWS ••• 6-7 SINGLE BOM............................................ ._ ....8 37-5/8"x 95-3/16" 13:18-04:00 DWDF: REV.: EXTRUSIONS.. .•. ••••0 FRENCH +/-70 PSF 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 i6 151318"MAX.UNITWIDTH „ 36 3116"MAX. 79 -- - -- -- - - - - WINDOW,S STEMS - -- SIDELITE WIDTH MAX.FRENCH DOOR WIDTH OCA 4AVE. OCALA.FLORIDA 34474 33 5/8" 37 518"MAX. W WW.CWS:CC PANEL WIDTH r PANEL WIDTH 8700110160.PVC 97" SWING DOOR UNIIMPACT HEGHT Z 3: ¢Zo 94 518" i 95 3116" �= p w o �w o SIDELITE Q X X Q PANEL z w. o a z w HEIGHTI w Z O Z K-- HEIGHT o RN-}OK3—w FLUSH u. F-w Z 836181, I ONLY 84 3116" OV U <(U.9_,C SIDELITE SEE INACTIVE DOOR Z F-pD_ GLASS NOTE 4 PANEL GLASS Zo 0,0=)Uj Z v DLO SHT1 DLO } Z—LLL) =wO p Z 22 5/8" 1 26 5/6" �i Z co w uJ O-�co GLASS DLO GLASS DLO p w K 'D.= co FRENCH DOOR w/SIDELITES C ~ n C- aaaa`a,OREI�W fie .`� .............TGA. v No 58201 115 3116"MAX.UNIT WIDTH 76 3/16"MAX.UNIT WIDTH 363/16"MAX. - 79" SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 36 3116"MAX 40"MAX.SINGLE %9; STATE SIDELITE WIDTH DOOR WIDTH --47-618" 37 518"MAX. PANEL WIDTH DOOR WIDTH PANEL WIDTH DOOR W D ���irri�H��aaaaaa I _ 97° 97" MAX. UNIT MAX' y y HEIGHT UNIT f HEIGHT'. 9/22/2017 " 95 3/16" 94 5/8 94 516" PANEL LUCAS A.TURNER,P.E. SIDELITE95 3/16" SIDELITE Q X X Q X HEIGHT FL PE#58201 HEIGHT PANEL HEIGHT 1239 JABARA AVE. HEIGHT *p 83 5f8" FLUSH NORTH RT,FL 34288 SIDELITE ONLY 63 518" 84 311 B" PH.941-380-1574 843 116" SIDELITE DOOR GLASS SEE INACTIVE DOOR GLASS SEE GLASS SHEET DESCRIPTION: DLO NOTE4 PANEL GLASS DLO NOTE DLO SHT 1 DLO SHT 1 GENERAL NOTES AND ELEVATIONS d DRAWN BY: DATE: 22 S18.' 26 5/8" 22 5/8" 26 5/8" ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO Dwca: REV.: SINGLE DOOR'w/SIDELITE CWS-641 C FRENCH DOOR w/SIDLITE SCALE: SHEET 1:35 2 O 12 40"MAX.SINGLE 79".MAX.FRENCH.DOOR.WIDTH 363/16"MAX, �(s N50.LC41V/ R(117 DOOR WIDTH SIDELITE WIDTH WINDOW SYSTEMS' 37 518"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" 22 518° W WW.CWS.00 GLASS ALO GLASS DLO GLASS DLO a 1/2^ NON` _ 870HINGE0MD/50 PVC 81" FLUSH ARE 8-52 FROMS 8111 FLUSH 811. SUUING DOOR MAX. BOLT 215116-- ENDS AND 215116" MAX.IBOLT MAX. IMPACT UNIT MAX.O.C.UP TO HEIGHTHEIGHT HEIGHT 81"UNIT HEIGHT. 79 3/16" 78 5/8" 79 3/16" PANEL PANEL < ¢Z p PANEL X HEIGHT X X HEIGHT z w'o ¢011100 HEIGHT w zOz_y W-SI- rm 683!16" 683116" 67518" o Fw§yOMB;= GLASS SEE GLASS SEE GLASS z z= ¢~n'w p O DLO NOTE 4 DLO NOTE 4 DLO O O r O <_ SHT1 SHT1 U UrnF D'hcn IL 0 z:–j.Zzf-may_ 8112" __-.:. Q �zooz OLLp —7- } I' wzO=OZ SINGLE DOOR r FRENCH DOOR SIDELITE g w y j t Z"6 Iy�� Q' U. (00,J�F- D DD �0� p wF-�� Wx0� a r o ��aw. ``%:���PNORErr�. ' W 151318"MAX UNIT WIDTH `v f° No 58201 : 112 318"MAX.UNIT WIDTH y: * ,�. 36 3/16"MAX. 79"MAX.FRENCH DOOR WIDTH 36 3/16"MAX. 40"MAX.SINGLE SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH %� STATE OF 33 518"MAX. 37 5!e"MAX. 33 518"MAX. 37 5/8"MAX. 'L����ti°(0 A FPANPAR EtWIDT PANENNI J>NEL.WI S•••••....•••'• 81" FLUSH 81 FLUSH MAX. BOLT UNIT BOLT HEIGHT 793/16" HEIGHT g 3 X DOOR DOOR 78 516" 78 SIB° PANEL SIDELITEPANEL SIDELITE HEIGHT 9/22/2017 HEIGHT O X X O HEIGHT HEIGHT 0 X 67 5/a" 86 3116" 68 3116" LUCAS A.TURNER,P.E. SIDELITE ( DOOR 67 5/8'1 DOOR FL PE#58201 SEE GLASS SIDELITE 1239 JABARA AVE. D OSS NOTE 4 DLO GLASS DLO NORTH PORT,FL 34288 SFIT 1 DLO PH.941-380-1574 SHEET DESCRIPTION: 22518" 265/8" GENERAL NOTES AND GLASS DLO GLASS DLO 22 26 518" ELEVATIONS GLASSS OLD GLASS DLO DRAWN BY: ` DATE FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 DWG4: REV.: CWS-841 C SCALE: SHEET 1:35 3 OF 12 t GLASS TYPES - MAX.UNIT WIN�EMS HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1"OVERALL 61" A A A OCALA,FLORIDA 34474 97" 6 B B www.CWS.CC 3116"TEMPERED 3116"TEMPERED 5116"AIRSPACE 318"AIRSPACE 8700/10/50 PVC 112"LAMINATED 7116"LAMINATED SWNG DOOR 3H 6"ANNEALED - 3116"ANNEALED IMPACT A 05 DUPONT PVB INTERLAYER —.090 SENTRY GLASS TONOPLAST INTERLAYER, C z 3 ¢Z�: 3116"ANNEALED 3/16"ANNEALED Z w J o a w z w w zOf/�Z. M-1- QUANEX DURASEAL � QUANEX DURASEAL O .a M}O K�m IG SPACER nt SIKA-SIKAFLEX 552 or IG SPACER SIKH-SIKAFLEX 552 or u !-t11VZ I- _ ! 11 HENKEL-PURFECT GLAZE"H" 11 HENKEL-PURFECT GLAZE"H" O O O¢WWOO t� U UWF-ZaI- Vi p. ` O ZOZUZ?Uv1 'i 314"GLASS SITE 3/4"GLASS BITE I� 0 T LLO Z 1 W U. O l�ll f/J W 3 1�R 3 � �� 'O-Zvi •.10 10 a z=a KJONUT " WI-R w=w� a o Iz a .GP'.y�GENSF•.;QytnG 2 v: P!6 58201 ro • 'OS STATE OF �:�FS'•ZORIQPG�2.� ���4frmnUJ�� zz 9/22/2017 LUCASAg,,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 DW a 0.: CWS-641 C SETTING BLOCKS PER FBC 2411.3.3.1 scALE: SHEET 1;1 _ 4 OF 12 INTERIOR WINDOW 6SYSTEMS 68 7 4 36 45 46 61 6B 7 1900 SW 44TH'AVE, OCALA;FLORIDA 34474 www.CWS.CC 1 64 3s 8700/10/60 PVC SWING DOOR s3 IMPACT 19 . 1 3 35 O - _ 19 c g O 096 z O W 5 xs_m ....s-r z wd:o w�Ow 54 o :R co O it�m 64 29 1 1O OFOUa=2,K. U U. 8 t-:50 Zo z-6 ?zo— I-- 0 q 67 56 58 41 0 3 1 4 16 3 4' 44 6 C �._;=zz ce O❑ w i w. o zea O -jrnl- ._....__.. w=w E n a D- D. SECTION VIEW 6-8 NOREW T�4� '� .`�p5.•�CEMg �'�Q'� INTERIOR ��;'• �58201 ••1� 60 38 3031 :•�� * :�� ii 59%% STATE OF ;mow, M pFs o R .'aC�% 73 ?� ALTERNATE 1 TVA1�`y ALTERNATE 2 9/22/2017 :701! MULTIPOINT LOCK MORTISE LOCK w/FLUSH BOLT 32 LUCAS A.TURNER,P.E. 5 FLp E'#58201 29 1239 ABARA AVE. NORTH PORT,FL 34288 70 59 PH.941-380-1574 14 $6 SHEET DESCRIPTION: 69 SECTION VIEWS SINGLE DOOR 55 El ITEMS NOT SHOWN FOR CLARITY: DRAWN Sr: Dais: 56 3 50 51 10-12,13,15-17,22,43,48,54,57-58 ADE 09/08/11 Dwca: REV.: ITEMS NOT.USED IN VERSION SHOWN: CWS-641 C SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,3640,43.62-S3,60,62.65-66,72,76 SCALE: SHEET 1.2, 5 OF 12 L - WINDOW SYSTEMS - - 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS,CC INTERIOR 8700/10/50 PVC SITING DOOR IMPACT 7 61 35 33 3 3 65 41 66 14 14 34 35 61 68 7 ar-gui Z ..3 QZ' 1 i= O "n.UOp WOR a. r� Ow3'-5 LL z=�¢�Wop 0 O-o ¢=mow U Uwl ;ZaHwa Z pZ�ZU,U7 W-2Z ? _:-tL200wz UMO- -V�atni KKypww0z In wrw=wR yW a ct: a %%tkREW�'�h 19 3 4 4 1 3 47 30 31 32 66 0 13 35 47 2 73 1 4 12 18 19 23 4 44 67 J��,QS CE j�s•rG,Q!� No 58201 9' SECTION VIEW C-C * * =* STATE OF Iq�-gJ"Ira N11111%9VO �p z� 2017 LUCAS A.TURNER,P.E. FL PE.#56201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: DAT£ NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-2%36-39,43,54,57 ADE 09/08/11 DWG 0: 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 53 62 INTERIOR 53 g WINDOW SYSTENS '-- 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC s IMPACT 40 19 � �wp Nwop <k w w Z02 W_ _t= 42 0 R 0 0 D ?s m z Zc � Qfw0_oU UO tnl- a.O a 4 LL1 0.�yK 40 19 42 4 47 73 4 a Z OZU«IZ�U_ Y ~—D.2000Z SECTION VIEW E-E K 0�F- Q rn U—Z to 2 v wOLLNwujowmw a ?—'D. w o j�uj K w�0'L w w� SEALANT APPLIED TO a -n a 3 ;<I ADJOINING FACES BYINSTALLER INTERIOR �vJC.Py No 582 1T G% 910 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. =c 6"FROM TOP AND BOTTOM STATE 17"MAX.C.C. �i�F'k' p; C�. 01 99/2212017 5 52 LUCAS A.TURNER,P.E. g 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 24288 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 a: 46 .EV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,4852,54-56,58-61,63-71,74-76 CW"41 C sc SHEET 1:2 7 OF 12 7��4t PARTS LIST PARTS LIST CS+�®L/LIIS(j(�� ITEM PART DESCRIPTION MATERIAL VENDOR ITEM. PART# DESCRIPTION MATERIAL VENDOR �%J .1 H-1833 MAIN FRAME HEAD ALUM KEYMARK 51' P5131 GASKET,DOOR SILL,BACK" - FOAM HO PRODUCTS WINDOW SYSTEMS 2 K1857 ASTRAGAL INACTIVE FD PVC ALUM KEYMARK 52 P5134 SCREW,#10 X 1-3/4"FLAT SQUARE TYPE F(81 HINGE FASTENAL E. 3 1+1858 ASTRAGAL ACTIVE FD PVC ALUM KEYMARK 53 P5151 GASKET,SIDELTTE FOAM HO PRODUCTS OCALA, LORIDA 3 54 P5157 SCREW#10-24,x.112",FI Undercut PH,18-8SS @ KEEPER FASTENAL WWW. FLORIDA 34474 4 H-1860 REINFORCEMENT VERT. ALUM KEYMARK WWW.CWS.CC 5 H•1861 REINFORCEMENT,HORIZ ALUM KEYMARK 55 P5158 BOTTOM SEAL RUBBER TEAM 6 1 H-1878 MAIN FRAME SILL ALUM KEYMARK 56 P5172 WSTP,,370 X.187,TRI FIN,BLACK ULTRAFAB 7 1 H-1880 IMAfNFRAME,JAMB ALUM KEYMARK 57 P5174 SCREW#8 X314"HEX WASHER HEAD,LHS FRAME I FASTENAL 8700N 0150 PVC B I H-1881 MAINFRAME SIDELITE Q DOOR ALUM KEYMARK 58 P4186 SCREW#8.32 x 1-114"PH,FL MS,SS @ PLUNGER SS FASTENAL S1MiLIG DOOR 9 H-1900 MAINFRAME SIDELITE JAMB HEAD SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 1 P-3039 I SETTTING BLOCK 85 OUR.1/8 X 1 X 2 RUBBER FRANKLOWE S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT ll I ISIKAFLEX 552 or PURFECT GLAZE"H' SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X 112"PH TRUSS SS ASTRAGAL CAP FASTENAL 62 5-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK <" z <z O 63 S-1817 DRIP CAP ALUM KEYMARK F O w O rn w o 0 13 1 P-3511 ISCREW#8 x 518"SQ.PAN TEK'ATIEROD BRKT FASTENAL 64 8-1840 COVER,HEAD,ANCHOR ALUM KEYMARK z w""0 <r z w 14 1 P-3587 ISCREW#8 X 1" PH FLATTEK p ASTRAGAL INSERT LOCK FASTENALw z O z W--I- 65 --h P-3767 SCREW#10 X 1"HEX HEAD TEK SIDELITE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK 0 3 0) >-O 0:37.m 15 LL Qw�ZF-32x 66 S-1859 COVER;ASTRAGAL,FD ALUM KEYMARK z z2<W w O 0 16 P-4146 SCREW#8 X 3/4 PHIL'FLATSS TEK SIDELITE SHIM FASTENAL 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK O O O Lj<=F.w 17 1 P-4278 I FIICLY PAD .200"x 1.250"W/ADHESIVE ULTRAFAB68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK p z w z z'I_5 co 18 1 P-4522 1#10 x 11/4!',PH FLAT,SMS>HINGE a PANEL FASTENAL 69 S-1915 BASE;SWEEP ALUM KEYMARK ¢ 001 0 rn z O LL O 19 P-4774 WSTP,BULB/LEAFS PANEL AMESBURY 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK p F O 20 P-4790 FLUSH BOLT ASSMITOP/BTM SULLIVAN 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MIKRON ¢ r j z0 21 P-4794 SCREW#8 x5/8"SQ.FLATTEK INSERTATTACH FASTENAL 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON 0 0 O o w v,w 22 P-4802 ALL THREADED ROD TIE ROD McMASTER 73 S-6084 GLAZING BEAD(1") PVC MIKRON z 0)aw O In~ 23 P-4807 HINGE,GUIDE HOPPE 74 H-1BBB REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK O w o w=0 r D' w O 24 P4803IP48N HINGE,SET HOPPE 75 GLASS SEE SHEET4 a o a 25 P4814 WSTP .50X.750 FOLDED BULB SEAL SIDELITE AMESBURY 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK , ��OREW�� 26 P-4663 LOCK STRIKE PLATE PADDOCK T7 P-4887 MORTISE LOCK PADDOCK %" 27NP-4866 64 RHINO STRIKE PLATE PADDOCK ���'BSNg*..GP 28 GUIDE,TIE ROD NYLON M&M SP• �2971 71E ROD BRACKET ZINC SULLIVANNo 58201S3085 SHOOT BOLT TOP PADDOCK3186 SHOOT BOLT,BOTTOM PADDOCK 3251 LOCKBAR INACTIVE 8 FT PADDOCK '9�F'e�OT01 —PADDOC 3201 LOCKBAR MULTI-POINT 4PT 6'8 FT - PADDOCK 'f•�i ONA�E�a`� 4pnn�n 32 P4902 LOCKBAR INACTIVE:8'8 FT PADDOCK 33 P4903 HANDLE SET ACTIVE PADDOCK 34 P-4905 HANDLE SET INACTIVE PADDOCK 35 P-4913 WSTP .50X.50 FOLDED BULB SEAL, DOOR SCHELGEL 36 P4917 CAP ASTRAGAL OUTSIDE NYLON M&M � 37 P-4918 GUIDE FLUSH BOLT INACTIVE PNL M&M HEAD SILL 9/22121717 38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLON. M&M LUCAS A.TURNER,P.E. 39 P4925 CAP,ASTRAGAL INSIDE NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#56201 40 P-4926 I SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M 1239 JABARA AVE. 41 P-4927 I GUIDE FLUSH BOLT NYLON M&M NORTH PORT,FL 34288 42 P4930 SCREW#10 X 1-1/4"HEX HEAD TEK 05 SIDELITE ATTACH FASTENAL PH.941-380-1574 43 P4933 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 BOM 45 P-4936 DOOR KNOB ACTIVE PANEL DELANY 46 P4937 DEADBOLT ACTIVE PANEL DELANY DRAWN BY: GATE: 47 P-4869 SCREW#10 X 2"REINF.ATTACH. FASTENAL 48 P74997 STRIKE,DEADBOLT PADDOCK ADE 09/DB/11 49 P-5127 SCREW #12 X Z' PH PAN,SMS ANCHOR FASTENAL Dwcu; REV.: 50 P-5130 GASKET DOORSILL.FRONT FOAM I HO PRODUCTS 'ALTERNATE APPROVED LOCKSETS: CWS-64t C PAMEX GRADE 2 LOCKSETAND DEADBOLT SCALE: SHEET 1:1 8 OF 12 49116"� _ 1314"—{ _ 2314"--{ _ _ _ 27/16"—�{ _ _ .. _. 1 I z I 59 518„ WINDOW SYSTEMS -- '7--�- �{ -{6 a) 1900 SW44TH AVE. J��S11 1116" 2 13L/16" 1/16" 9L9 L U OCAA FLORIDA 34474 17/ VNW.CW�CC 1116" THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 4 5/16" 8700M 0150 PVC 51/2" Sre^ SWING DOOR fns" �r21 ia"-- { 1 � IMPACT 4 9116" 1!4" 181 3'18' 160 5116" 1 1/1I 6" O 6 1/16" FILLER-1784 z w o o a-O w 1— REINFORCEMENT-1657 o Z w Z}O W 3 m_ 1116„ 1 FRAME COVER-1606 a � LL I-w ZI-�-M2 2 518" 2 3/8"—►{ 5/8" 0 0 O j5¢= OF w DOOR SILL-1878 I I 0 Z a) Z Z_F=C_ PVC DOOR PANEL-8083 3 T— 6 11116" 3 Z '0U,6ZOOLLO �4 9116" -{ Lit- 3/,„ ” C :x,W�3:9PVC GLAZING BEAD-6084 F , w OwSIDELITE COVER-1816 w m w 0 w v)wo Q45H6" 0 w1=-O a=�Y19116" 1 118 C- w�'a 1/16" 215/16"DOORJAMB-1800314" 115/16" 51� 1/16„ �GQ`D. CfiNSFG.Pycn�2 69 DRIP CAP-1817 j" No 58201 49/16"� REINFORCEMENT-1661 REINFORCEMENT-1858 1/16" BASE SWEEP-19155 Cb: ;C:ti 90• S ATE OF 1 1/2" 1 112" .��`�•'•t O q 10 P, �?`: i VY' e 2 i 9116" �.�,/ONA���p• D 76 1116" 13/11 6" 1116„ 13116" 2 15116" 215/16" 1 y 1116" 1116" DRIP COVER-1916 h� SIDELITE-1881 INSERT,BACK-1865 9/22/2017 L L LUCAS A.TURNER,P.E. 49116" -{ REINFORCEMENT-1860 REINFORCEMENT-1862 1239 FL JABARABAR 201 A AVE, NORTH PORT,FL 34288 3„ 9116" PH.941-380-1574 9 13/4" SHEET OESC TION: 2 1/ T— 67 1116" 65 11 j1s EXTRUSIONS 1/1/1 6" 1116" 1118 INSERT,FRONT-1864 ORAWNBV: DATE: IL_ 1/8" SIDELITE-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 DW3#. 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(TMP.) 4 (TMP') 1900 SW44TH AVE. 6"MAX.(TMP.) 4"(TMP') ANCHOR @ MIDSPAN(TYP.) OW ALA,FLORIDA L RI A 34474 6"MAX.(TYP.)� 6"MAX.(TYP.)--{ 4 �P') 2"(TYP.)'WOODIMETAL 6"MAX.(TMP.)—1 �lordl"(TYP 2"(1YP.)-WOOD/METAL"Fl $700I90I50 PVC SEE NOTE 2 SEE NOTE SWING DOOR IMPACT 1A 4X.O.C. 17"MAX < a W p m w o d MR) INSTALLATION O.C.(TYP) INSTALLATION W J p O X O ANCHOR(TYP.) O X X O ANCHOR(T'P.) p Q� O K 3 m U UyF- M;E 7 C I-ZIyuOOLLZ w a'0Zv W Op KfJ O W to W '1 Ztl7W OJtAH Oto W 0 Wx,y SIDEUTE SIDELITE SIDELITE DOOR DOOR SIDELITE d 3: 3:C ANCHOR LAYOUT-(FLANGE) ANCHORLAYOUT-(FLANGE) ORE W P5Pio�njs•;G.p=. •CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. 58201 9 STATE OF '4"�F1 O R 10 P•��:� ",i/ONA S NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR,BETTER.WOOD SHIMS ARE NOT ALLOWED. zz 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 LUCASTURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL E.#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.041-380-1574 SHEET DESCRIMON: S.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. 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 S.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 H; REV.: SUBSTRATES SHALL MEET THE,MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,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 FMAJAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMAIAAMAMDMA 300(EXTERIOR DOORS) 1:8 1. 10OF 12 f I TYPICAL HEAD ANCHORAGE 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 ATALL 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 8700/10160 PVC INSTALLATION ANCHOR SUNG DOOR PERIMETER SEALANTSEE TABLE 1 IMPACT BY INSTALLER �7 114"MAX.SHIM INSIDE AND OUT Q z - Q z r r I INTERIOR Z W o <k 0 0 o z�,z oa3-m CONTINOUS DBL 1/4"BEADS OF SEALANT HINGE ANCHOR LL :;z w:3 1-3:7 = AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR SEE TABLE 1 z z= w 00 SEETABLEI O 0H-OV � ¢= w POINTS BETWEEN FRAME AND SUBSTRATE 0 0 0)H a-P v,D. BY INSTALLER. HINGE MIN.EDGE DIST. O z 6 j ?F 0 m SEETABLEI z Ozocoz='O— .� } F<<si::. OWZ OwO=O? PERIMETER SEALANT BY INSTALLER O �5 INSIDE AND OUT HINGE MIN.EMBEDMENT w I, rn w yr 00 w r PERIMETER SEALANT SUBSTRATE BY OTHERS BLE 1 z a BY INSTALLER SEE TABLE 1 0 _ K w a EL w rn INSIDE AND OUT B �HOIRIZONTALSFC7`10N a ° D:11 PICAL JAMB)HINGE ANCHORAGE MIN.EMBEDMENT ....... SUBSTRATE BY OTHERS SEE TABLE 1 `O�Q�;•v�GENs�•.;Qy� SEE TABLE 1 v;' No 58207 :r1 MIN.EDGE DIST. 2 13116„ g 112"(YP.) ��; STATE OF SFF TAB I F 1 ANCHORS THRU %(<` •O R yOP: VERTICALSECTION 11 TYPICAL SILL ANCHORAGE - ap,Ipq� TABLE 1:APPROVED INSTALLATION FASTENERS SU EDGE DIST. x� QaCRETE 2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-3/4' 2-112" HOLLOW OR GROUT-FILLED 2-112' 21 5116'MAX, ,2017 '2X MIN.SOUTHERN PINE(G=0.55) 1/4'ELCO ULTRACON 1-318" 718' SEE NOTE LUCAS A.TURNER,P.E. 2XMIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8" FL PE#58201 16 GAUGE(0.060")MIN. 912-14 HILTI KW IK-FLEX OR RW FULL THREAD 112, 1230 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 1/2, HINGE SPACINGS ARE: PH.041-380-1574 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 8-1/2" FROM ENDS SHEET DESCRIPTIDN: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON21-5/16^MAX.O.C.FOR UP TO 81"UNIT HEIGHT. 1-3/4" 2-1/2" 20" MAX O.C.FOR OVER 81"UNIT HEIGHT. INSTALLATION DETAILS 3116'ELCO ULTRACON - 1-1/4" 2-1/2" HINGE ANCHORS INTO HOLLOW OR'GROUT--FILLED DOOR CMU(ASTM C-90) HINGE ANCHORS INTO 2X MIN.SOUTHERN #10 WOOD SCREW 1-3/8" 718' DRAWN BY: DATE: PINE(G=0.55) ADE 09/08111 HINGE ANCHORS INTO 16 GAUGE(0.060')MIN. #10-16'HILTI KWIC-FLEX OR ITW FULL THREAD Dwo 0: REV.: STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 112" HINGE LAYOUT CWS-6 1' C HINGE ANCHORS 118"ALUM.(6063-T5 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 1 1O 12 TYPICAL HEAD ANCHORAGE INTERIOR -1/4"MAX.SHIM MIN.EMBEDMENT WIN W�SV%r�(/(�r-J MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,BHT 11 1900 SW 44TH AVE. 1� k/A 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,BHT 11 BY INSTALLER. MIN.EDGE DIST. SEE TAB E 1.SHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC INSTALLATION ANCHOR SUNG DOOR SEE TABLE 1,SHT 11 IiVIPP.CT PERIMETER SEALANT 1/4"MAX.SHIM 16 BY INSTALLER INSIDE AND OUT Z ¢ 0 z w W O DYO INTERIOR z W 0 0 3 Ill Z`OZ}OD=Zm LL S CONTINOUS DBL 1/4"BEADS OF SEALANT y z=2< 1¢-W Zh}S AROUND PERIMETER ATALL INDICATED INSTALLATION ANCHOR O OI-O 'WOO POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 U v toy z IL Pw a. BY INSTALLER. 0 z -Z F.D y I•'-'�OOW.Z cc Z'6 PERIMETER SEALANT BY INSTALLER �i O O K m 0 W in W INSIDE AND OUT " mx_W p-j m H PERIMETER SFJ+IANT SUBSTRATE BY OTHERS a Z t-O 0.= co BY INSTALLER SEE TABLE 1,SHT 11 W W w. INSIDE AND OUT D HORIZONTAL SECTION a a 1? TYPICAL JAMB ANCHORAGE MIN.EMBEDMENT SEE TBLE,BHT 11 ���` p10REW'"'i, SUBSTRATE BY OTHERS .GEiJs'TGQ''� SEE TABLE 1,SHT 11 V'v R '•��% F. No 58201 '��r MIN.EDGE DIST. SEE TABLE 1,SHT 11 '9: STATE OF ;�trrw C VERTICAL SECTION "o STATE �:,(O R I.OP 12 TYPICAL SILLANCHORAGE ' 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 DW0 - REV.: CWS-841 C SCALE: SHEET 1:2 127F 12