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HomeMy WebLinkAboutProduct Approval (2) 6W2015 Florida Building Code Online 3 F 'Pulda BCIS Home ? Log InUser Registration Hot Topics ( 'Submit Surcharge } Stats&Facts i Publications E FBC Staff ; BCIS Site Map Links 3 Search Busines. 11 ) Professit I�I '°1 Product Approval USER:Public User Regulation J Product Approval Menu>product or Application Search>Application List>Application Detail FL# FL8208-R9 ' Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski . Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE `L; Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E-1886 2005 ASTM E-1996 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A httpsl/ftoridabuilding.org/prlpr_appdti.aspx?param=wGEVXQwtDgtishZwcYZU2lHcyso°/p2fG8lb7Hww514CJF8%3d 112 6/30/2015 Florida Building Code Online Date Submitted 06/11/2015 Date Validated 06/17/2015 Date Pending FBC Approval Date Approved 06/25/2015 Summary of Products FL# Model,Number or Name Description 8208.1 SGD-470(Non-Impact) PGT Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8208 R9 C CAC Certification-470.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL8208 R9 II SGD-470.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL8208 R9 AE SGD-470 Evaluation.Ddf Created by Independent Third Party: No 8208. SGD-570/2770/2870(Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved'for use in HVHZ: No FI-8208 R9 C CAC Certification- 570-2770:odf A o e HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/11/2016 Design ressure: Installation Instructions Other: Please see the Installation Instructions for design FL8208 R9 II SGD-570-2770-2870.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL8208 R9 AE SGD-570-2770-2870 Evaluation.Ddf Created by Independent Third Party: No Sank fda^xt Contact Us:: 1940 North Monme 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 Urider Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail..If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have - one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: !itXtQrltyhiF7l"'F.3ia r j t htt(�://Oo idabuilding.org/pr/pr_app dtl.aspx?param=wGEVY.QwtDgfshZwcYZU21HcysO°/g2fG8lb7liww514CJF8g/o3ld 712 GENERAL NOTES:SERIES 570&2770 LARGE MISSILE IMPACT-RESISTANT VINYL REINFORCED SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING VARIES, LARGE&SMALL MISSILE IMPACT CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). SEE SHEETS 8&9 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR);:[=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090 DUPONT SENTRYGLAS 1-1/19°Nora. ---1.1/16'NOM. (FORMERLY KNOWN AS SENTRYGLASO PLUS), PVB=.090'DUPONT BUTACITE PVB: I_ -7/16-AIRSPACE - J-7116'AIRSPACE GLASS TYPE A:3116"HS GLASS+.090"SG INTERLAYER+3/16"HS GLASS+7116"AIR SPACE+3116"T CAP I GLASS TYPE B:3/16"HS GLASS+.090-PVB INTERLAYER+3116"AN GLASS+7/16"AIR SPACE+ 3/16"T CAP 3116-HS GLASS - 3116-M GLASS GLASS TYPE C:3116"ITS GLASS+.090-PVB INTERLAYER+3116"AN GLASS +9116"AIR SPACE WITH HEAT-MIRROR FILM+ 3/16" T CAP 3116'415 GLASS 3116'HS GLASS i APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 905. — IT ! n 3)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED DUPONT.090'4EXT. INT.► DUPONT4EXT. INT.' 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112' sENilxrcLAs� oso PVB -3719 r GLASS 7116, THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK 7116 -- -3116°T GLASS NOM 1 DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. NOM 66) 4)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX. 7/8" 787 716• C: ' �6 9 1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER GLASS t! II 3 GLASS �1� BITE UUU BITE I UU37 FPA DRAWING MAP SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD.30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR ' , AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. 7 SHEET 71 2 7' (7-1)2 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 73 3 GENERAL NOTES..........1 THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE GLASS TYPE"A" GLASS TYGLAZING DETAILS.........i TYPE -- ELEVATIONS..................2-4 SCOPE OF THESE INSTRUCTIONS. SG LAMINATE, PVB LAMINATE, I INSULATED GLASS INSULATED GLASS HORIZ.SECTIONS.........5 6)DESIGN PRESSURES: VERT.SECTIONS...........6 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. I 1a116•NOM. ACCESSORIES...............? s B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 9116°AIRSPACE DESIGN PRESSURES 8-9 3116'/W GLASS I EXTRUSIONS..................10 7)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. PARTS LIST....................11 THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE 3116'HS GLASS CONFIGURATIONS .J2 EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS I I PANEL TYPES................13 OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. - - NEAT-MIRROR FILM 4EXT LINT.' 8)SHUTTERS ARE NOT REQUIRED. OUPONT.090-PVB-- - -- 3116'TClass Door Size 1 Configuration Design Certification 7116• 9)ALL DOOR CONFIGURATIONS,UP TO 8 PANELS AND/OR 4 TRACKS,ARE QUALIFIED, 74+ Width Height Tested (+)psi (-)PSI Numbers NOh1 SEE SAMPLE CONFIGURATIONS ON SHEET 12.DOOR SIZES MUST BE VERIFIED FOR _ 778" f 0 { COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 241" 96" )000c 60 _ 60 19D-265,771• GLASS Q" E203" 3" 120" )OMwlastragal 60 65 190.267,774 BITE ii �JE9 10)REFERENCES:TEST REPORTS FTL-6337&6338 l - 3" 9G' )mw/astragal 60 60 190-263,77011)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS 1" 96" X>OCX 80 80 19D-265,787GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY KNOWN AS 96" XXO Xw/astragal 80 80 19D-264,772THE 2870 SERIES. 3" 96" X1WCw/astragal 90 90 .190-266,773 GLASS TYPE"C" PVB LAMINATE,INSULATED WITH HEAT-MIRROR FILM GLASS INSTRUCTIONS: R.As der. DW-. Re Wn 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR GLASS TYPES B G`.•; -is J.R. 11/17/14 SERIES NAME CHANGE OR C,USE TABLE 4,SHEET 9.FOR GLASS TYPE A,USE TABLE 3,SHEET 9 IF THE REQUIRED DESIGN f'• ae+.ed9r Dem Rerhmn: PRESSURE IS ABOVE 80 PSF,OTHERWISE USE TABLE 2,SHEET 8. 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL n' ° re - D. PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. ({ I(S GENERAL NOTES&GLASS TYPES J ROSOWSKI 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, •'•,'` 6 I ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 10707ECHNOLOGY DRIVE Tda 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-4,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN C> '•• ++"L;)`:' N.VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O.BX 1529 PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. `S. N Konlis FL 34274 Soda�/Aladel: SnVa: 5 Orex4g No. Rer. 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7: 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. A. ; I `LYrSN1aILLER,P.E. CERT.OFAO711.#29295 570/2770 NTS 1 OF 13 FPA-SGD570-011 A P.EM 58705 2-TRACK CONFIGURATIONS L_ DETAIL C2 6• "^-" TH75 SNE r 5"MAX. MAX.. ! � DETAtt G�1 .._ _ ( 'f111S SHE \ DAYLIGHTOPENING(DLO,j FORMULAS -+_ APPROX.6, iis, _1- WIDTH:PANEL WIDTH-8.9!16" ANCHOR ANCHOR NONSTRUCTURAL--«- DETAIL A (DETAIL 11 'DETAIL B2 OETAIL D� HEIGHT:PANEL HEIGHT 8.9N 6• LOCATIONS FOR �+- DETAtt LOCATIONS FOR '4IEXT- s BYPASS (HEAD 8 SILL) J THIS SHEE' ITI115 SFIEET \ THIS SHEET THIS SHEET ,EXT. POCKET CONDITIONS. } �%' ---'��� r '-.� PANEL HEIGHT FRAME HEIGHT-2.5' CONDITIONS. MAX ANCHORS INTO MAX. 12"MAX•O.C. P-HOOK. O.C. I l/ 7 J /I -� _ PANELWIDTH • t /� / /" I ,• .__ DAYLIGHT DLO___ - 1 OPENING WIDTH ! Iv - Yu "- 1 ANCHOR CENTER Of -- i ANCHOR CE P _ I DETAIL 4 DAYLIGHT . t{$ CENTER 0 ! SHEET 5. OPENING I DETAIL( ii EACH PANEL SEE TABLES DETAIL G1 EACH PANEL.SEE TABLES t I HEIGHT III EXIT ON SHEETS889. ON SHEETSB&9. ` / • IDE.T.A.IL EXT.T ✓/J I i WOR'01 Ix. 1 �itiS SHEET 3.219'MIN,p.c. ,J f / l k': PANEL TYPE PANEL TYPE! 2 ANCHORS @ CENTER OF --- 2 ANCHORS @ CENTER OF �� POCKET j DETAI.$� EACH PANEL SEE TABLES ON pETyl G2i EACH PANEL SEE TABLES BZ. r DETAIL 1 ., 2 I '�-- SHEETS B&9. -- ON SHEETS 8&9. t SHEET SHEET 5 EXLT / OTHERS 4*MIN.O.C. Y/ (UNDER Jf/ ) 1 --•� � r P NEL � 1 -•^d'MIN.O.C. Y SEPARATE/ • �,„,J DETAIL 3_ H IGHT DLO /APPROVAL) I _ SHEETS i # 3.219'MIN.OC.-•+- - jl / ' I i _ CLUSTER OF 3 - YJ/// I DETAIL 5 CLUSTER OF 3 � / ANCHORS Q)STILE - ANCHORS STILE V SHEET (DETAIL C1 - INTERSECTIONS. DETAIL HI INTERSECTIONS.SEE �f • I INTERLOCK SHOWN bWN SEE TABLES ON t EXT.T _. TABLES ON SHEETS 8 8 9. - { • ?OF _ ,1 P OF SHEETS 8&9. EXT.T .. •' PANEL (- ANEL 6'MAX. /// ! _�jt• —1-; —�--- _.--y (@ HEAD .� 4'1dIN.O.C. - s'/______-_„- J_ - /� '"- /" &SILL) _ '________-_- 6'MAX.. �! >\ L . �•-d'MIN.O.C. � I ��� 4•MIN.O.C.-. t-- f,-.' 1 1 �.. �_L. 6"MAX., p-lYT ( & "' (HEAD&SILL).. '.. CLUSTER Of 5EkHE SIANCHORS STILE CLUSTEROFSANCHORS I` I Gl DETAtLHI"-'' rQ ST1LE tNTERSECT10NS. _-- � -- ' DES SH K THIS SHEE2.37 . INTERSECTIONS. a HIS SHEET SEE TABLES ON DETAIL H2 SEETABLESON RSSHEETS THIS SHEET THIS SHEE __8&9. D-iW H2.T SHEETS889. EXT.T= —yam. _ `...-�y�,,,,.�' _I _� .{�"' Ttn58HEET C5+2 ANCHOR 3.219`MIN.O.C. I-- C3+1 ANCHOR I I CONFIGURATION SHOWN: --i d MIN.O.C. CONFIGURATION SHOWN; APPLICABLE{SEE APPLtE DP WMAX. WMAX. (SEEAPPLICABLE OP TABLES2,30114) 4) - --•-F 1--(TO END OF -'-I (TO END OF TABLES 2,3 OR 4) ATTACHEDJAMB ATTACHEDJAMB DETAIL D `'✓/ DETA4 F,j 1 ANCHOR @ NOTES: 1 ANCHOR Q SILL ENDS. 1)FOR CONFIGURATIONS,SEE SHEET 12. EXT.T HEADENDS. EXT.T 2)FOR ANCHOR EDGE DISTANCE AND EMBEDMENT,SEE TABLE 1 SHEET 6. 3)DAYLIGHT OPENING(DLO)FORMULAS: NOTE:SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. WIDTH:PANEL WIDTH-8-9116° HEIGHT:PANEL HEIGHT-8-9116• 4)PANEL HEIGHT-FRAME HEIGHT-2.5' 7.125 .'. •�••{Ll'i`?^;J.h, /r, ROHradRy: Anle Rwtstaa: _ ) I JAMB J.R. 11/17/14 SERIES NAME CHANGE II1.000' 1.375' `''v� {�,"'+� :g vice'crrc><wr: Amwn BY. b f a jS ' ANCHOR COCA \~ y 190 \ SBo" `,%.,`'. 5(` ,~ TIONS(2 TRACKS) J 6soWSKI EXT.T \l EXT.T, :r•Tln?,•"r: `' IOlOTEGFIAK}LOGYIIRN£ J7Ua: - oaro:. ,i 1.000' T , •R�r` N.PE0.BOX1.34275 VINYL SGD INSTALLATION GUIDELINES .. 11/18/10 yt P.O.BOX 1529 I WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN o SILL ENDS „, Noxom,S,FL 3274 [So*.%walswa streac n nnlallo A.LYP.E.n S&705 P.E. CERT.OFAUTN.428296 570/2774 NTS 2 OF 13 FPA-SGD570-01 A 3-TRACK CONFIGURATIONS APPROX.S', D[TAIL A DETNL DETNL�it DETAIL E2 pETAIL C2. DETAIL D NONSTRUCTURAL }+- THIS SHEET THIS SNEET Is SEETHIS&HEFTSHEE THIS SHEE d (HEAD&SILL) I _,__' '••'�""'" 6"MAX. MAX. --------- - - -. :: .. ---- - ; - M oEinl4.E_� I - ANCHOR �% LDAYLIGHT bE7Att.A _ ANCHOR dEXT. LOCATIONS FOR ,, j '. OPENING —•-j �- �� --"; L ♦EXT. LOCATIONS f08 _ BYPASS /' //./ WIDTH i POCKET CONDITIONS. C (I CONNDITIONS. 21.6' ANCHORS INTO MAX. !� SHEET JF 12'MAX.QC. P-Hoax. O.C_ • _ /� - �! :xa OR,O. .X, OR I I- HIS SHEET; r j PANEL TYPE ( PANEL TYPE E PANELTYPE; € I ANCHOR Q — 1 ANCHOR @ / POCKET r pETAIL DETrt0.8S CENTER OF EACH Dr ETna 1 CENTER OF EACH / BY • 1 i SHEET PANEL.SEETABLE$ PANEL SEE TABLES- / ' EXT.T ==—r. ON SHEETS 8&9. EXT.T ON SHEETS 8&9. / OTHERS Y (UNDER J j sHeETS siiE�r5 � I 4'MIN.O.C. % SEPARATE J € i - �- _ DETAILu 1. APPROVAL) /, ( sHEETfi+ - - ! _ / ASTRAGAL INTERLOCK 2 ANCHORS - f / // / ' SHmvN -„y I SH4tYN CENTER OF EACH 2 ANCHORS Q CENTER OF DE�TAIL_5� r� DAYLIGHT +DETAIL 821 O,C,PANEL.SEE TABLES 4ETNL G2 EACH PANEL.SEE TABLES j StIEET G' _ ' EX1.T 4 ON SHEETS S&9. EXT.T _ ON SHEETS B&9. / ( I � ��---1 NG REFIGHT + 3,219'MIN.O.C. _ i OSOF MAX, 4'MIN.O.C. �.........._.......__.....PANEL__ € - €� I} PANk-L tl� HEAD CLUSTER OF3 '•.' _ _ _ _ +- -- 7 } SILL) ANCHORS@STILECLUSTEROF3 . �' -t DETR�GTi INTERSECTIONS. ANCHORS 6'MAX., SEE TABLES ON iDlraL_H1' QSTItF (HEAD&SILL) I"— -`j'j --.---.--..—.) �_�.-_T �'^ EXT.T I TABLES INTERSECTIONS.SEE �� � 6'MAX.. SHEETS 8&9. EXT.T • TABLES ON SHEETS 8&9. DEThiL G 1 bETNL H2 .DE7ntL 1�1 OETNI G2 1• -' (HFJiO&SILL) ' THIS SHEET' HIS SHEET THIS SI1EE THIS SHEET - `.,_-.,V_.,,-_�.+ �y•�_.,/ DETAIL F I �-4'MIN.O.C. --•3.219`MIN.O.C. C5*1 ANCIiOR CONFIGURATION C3+2 ANCHOR CONFIGURATION THIS SHE SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP 4'MIN.O.C. 4'MIN.O.0TABLES 2,3 08 4) TABLES 2,3OR 4) - .-� ' } _ CLUSTER OF 5 =iSE7nLR2 �`T^ -- ANCHORS rp) - JAMB 'I i CLUSTER OF 5 ANCHORS 1.125"-• y 4.75' STILE 1� Q STILE INTERSECTIONS: I g :1 O.C. INTERSECTIONS. 2.375'TYP, EXLT SEE TABLES ON SHEETS SHEETS 0&9. I DETAILC2i 1 SEE TABLES ON 8&g I a•`--1 OOo, I - EXT,T 3219'MtILO.C. yl� \. 6"MAX. �'. . (TOL END OF «�-'(TO END qF 1.375 *� ATTACHED JAMB - _ ATTACHEOJAMS (�:;� \,190` \, .500' EXT.T cETNL D_J r--- EXT.T 1 ANCHOR Q. p�TAI�F-1 1 ANCHOR ec -I Dov HEADENDS. EXT.T SILL ENDS' ExT.s - WEEPHOLE PATTERN @ 24'O.C. WEEPHOLE PATTERN @ SILL ENDS �l' '.ii'f? °,eft:' - Ro4fseE8Y DaN: ReHfbti: . J.R; 11/17/14 SERIES NAME CHANGE k .. ,:R+t_. 1,t^' RerisedDy: Dala: Rerkian: I . NOTES: poacriptbn: Drawn 9y. . 1)FOR CONFIGURATIONS,SEE SHEET 12. = ANCHOR LOCATIONS 3 T 2)FOR ANCHOR EDGE DISTANCE AND •'} �^ (p t :i!•� RACKS) J ROSOVI�SKI EMBEDMENT.SEE TABLE I SHEET 6. - 3, 1 -.: fOTDTECfWOLOGYARNE TMa 3)DAYLIGHT OPENING(DLO)FORMULAS: F`•,' ' N.VENfCE Fl.94$75 WIDTH:PANEL WIDTH-8.9116' f , ••••• 20.BOX 1529 VINYL SGD INSTALLATION GUIDELINES -11(18/1.0 HEIGHT-..PANEL HEIGHT-8-9/16" t;': .,q '�• 4)PANEL HEIGHT-FRAME HEIGHT-2,5' „I.:�.-_ NOKOMIS,FL 34274 Serk.VM1icMar. - - Scale: Shaec Drawing fto. Ror. �'A;LYNN:MIL�.ER,P.E, P.E.#56765 CERT.CPAUfH_,'#9295 570/2770 NTS 3 OF 13 FPA-SGD570-01 A 4-TRACK CONFIGURATIONS _ _ APPROX.6", DETAIL C1 O ETAIL�BZ DETAIL D DETAIL A DETAIL B bETAIL C2 I�--"'•�- y N4N(HTR�D RA; THIS SHEET TMS SHEE HIS$HEEI M1 Ht$SH THIS SHE THi5 SHE 6' -------- -A@ ,� -_, 6'MAX. MAX. -- ---.._ [BETA i DETAIL A ANCHOR ANCHOR i DAYLIGHT I - -•-) ~V-�.__. _-J —� LOCATIONS FOR 1 1 { -•�---. LOCATIONS FOR +TEXT. BYPASS OPENING WIDTH- TEXT: POCKS ! - - - CONDITIONS. , CONDITIONS. 21.6- f J I OETAi� f ANCHORS INTO MAX, I // // j 5H 12'MAX.O.C. p"HOOX• 4.0. i DETAIL E`•,� 1 i THI$SHC-ETI OR'O'. Ix. X, ,X,OR,O, 1 PANEL TYPE PANEL TYPE I ; PANEL TYPE PANEL TYPE DIT L Gt POCKET : - ! I 1 ANCHORBY OETAL ?AIL 2 ECAIL 2 I _ 1 ANGHOR aSCENTER OFCENTER OF EAC14 !SHEET 5 SHEET DETA$.$T EAGHPANEL.SE£ EXT.9 PANEL.SEETABLES OTHERS SFIEET _�I TABLES ON SHEETS 8&9. ON SHEETS 6&9. (UNDER DEiNL 3 ExT!' _ _ SEPARATE APPROVAL) , INTERLOCK ASTRAGAL / NTEBLOCK i S IIFT 2 ANCHORS O / f j +� f f SHOWN SHOWN I SHOWN DAY' OPENING IGHT CENTER OF 4 /'f// _DETAIL j I`MIN.4.C. J r-1\ SHEET /LHEIGHT4.76`EACH PANEL 2 ANCHORS CENTER OF / Imo_ DETAIL 82 O.C.SEE TABLES DETAIL G2 EACH PANEL.SEE TABLES ( r I rL L EXT -T ON SHEETS EM= ON SHEETS 8&9. • _ F F 1 889. I PANE '- �`t , _moi PANEL 6*MAX. ,__ ._•.-._. , ... •. (@ HEAD .. -3.219'MIN.O.C. • _ �"1 , i----------------- --=(tib J--I 3219"IAIN,O.C.•- ' - - -• , •. 6'MAX.. '.-I.. t-..___ ! �./ 8 SILL) HEAD A SILL L---- -•j CLUSTER OF 3 r ( ) � T". !'"-6'MAX„ DETAIL C) ANCHORS Q STILE CLUSTER OF 3 DETAIL Gi bETA11 112!- t0' =AII ti Y' 'OETAfI G2 \' WMA..SILL) THIS SHEET THIS SNEE THi55HEE 17MtS SHEET 'EXT.y INTERSECTIONS. ANCHORS( STILE 1-----� (-- DETAIL F SEE TABLES ON INTERSECTIONS.SEE �`^--�"ri--�•"' � TID SHEET SHEETS e&9. DETAIL H TABLES ON SHEETS 8&9. C5+i ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION EXTT SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP 4'MIN.O.C. 3219'MIN.O.C. TABLES 2,3 OR 4) TABLES 2.3 OR 4) 1 4'MIN.O.C.4' ----- .. 4'MIIL0.C. ( CLUSTER OF 5 DETAIL 2 `:�� 1.125' JAMB I i ANCHORS 4.75' INTERSECTIONS, t CLUSTER OF SEE TABLES ON2.375`TYP. ,,ANCHORS(rad STILE -- - SHEETS 8&9. I INTERSECTIONS. SEE TABLES ON 1� _ SHEETS 8&9. LbETAIL(r2 EXTT - EXTT !3.219'MIN.O.G. --j' 3.219'MIN.O.G. 1.375' 540' 6'MAX. 6'MAX. �,� .190` (TO END OF -^( (•^-(TO END OF EXT. ATTACHED JAMB DETAIL J ATTACHED JAMB EXT'v EXTT 'IANCHOR @ pETAIL,� 1 ANCHOR 0 SILL ENDS. Y(q�RNO,LE PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS HEADENDS. l�` .,(t,�`ii' r% Rftftd By Dote: FOPtLgn: £xTT i " ` ' ': J.R. 11/17/14 SERIES NAME CHANGE . = ',~ �4 ReNae6Ry. Dao: NOTES: pmscfp6pn; G1yIm BY" 1)FOR CO FIGURATIONS.SEE SHEET 12. - {fLrj• (tJ (S :�j ANCHOR LOCATIONS TRACKS) J ROSOWSKI 2)FOR ANCHOR EDGE DISTANCE AND EMBEDMENT.SEE TABLE t SHEET(L 3)DAYLIGWTOPENING(DLO)FORMULAS: ,r.T.,,1�j..•;•r-;�„` 1070TECHIVOLOGYDNVE TM: Data: N.VENICE FL 3427E VINYL SGD INSTALLATION GUIDELINES 11/18/10 529 WIDTH:PANEL WIDTH-&9116' ^�t)� "• ?( HEIGHT;PANEL HEIGHT-&9116' / �r,.5'(�},,IJIi.`';,s, P,OMIS, 134 4)PANEL HEIGHT-FRAME HEIGHT-2.5" • t,..',,.,. NOKOMiS FL 34174 Satfm+6WdN. $rya; SAaoC ��tye, Rar: A.LYNN MILLER•PE, P.E.#58705 CERTOFAITTIL>#T9206 570!2770 NTS 4 OF 13 FPA-SGD570-01 A 1 DETAIL_1 DETAIL 2 DETAIL 26 _D_ETAIL 3 INTO MASONRY iX OR 2X WOOD IINT�ONRY ASTRAGAL INTERLOCK BUCKSTRIP,SEE CHOR TYPE,EMBEDMENT AND EDGE REQUIRED IF DOOR _ 1X BUCKSTRIP NOTE 4.SFIEET 1 CONCRETE1CMl1 DISTANCE PER SUBSTRATE,SEE TAf1LE 1,SHEET 6EIGHT LS OVER 96' - �. PER ANCHOR CONCRETEICMU REQUIREMENT EDGE 361 ASTRAGAL ADD-0N 8 9' 66 PER ANCHOR DISTANCE�I `-� -- NONSTRUCTURAL 30 ASTRAGAL A060N REINF. L - �.=J \ n REQUIREMENT 1..._a ANCHOR 40_ #10 X 2-12SMS EMBED- REWS --- _- -- �_ e�4-EMBEDMENT LENT C REINFORCEMENT j 20 OPTIONAL PER ASTRAGAL, �r�i — L II IIpu13 -_ • 69 EQUALLYSPACED AND 7' --�' FROM ENDS(FACTORY y; _ 'o o— _'u i (/ TYP.ANCHOR TYPE.EMBEDMENT 1/4' — - 6 —' INSTALLED). G \�I f AND EDGE DISTANCE PER �b ) -U�� 8 SUBSTRATE E TABLE 1,SHEET 6 TORY _ Max. 21 / I SU T SE - �- --- — INTERLOCK __ \ EDGE I 37 I za © 7) 6 EXTERIOR 6 --b -'�). ;' DISTANCE 1 ASTRAGAL BOXSCREEN POCKET 1 P-HOOK LOCKSTILE 05 1 PANEL WIDTH — PANEL WIDTH -� 100 _ � _ 114°MAX . LOCKSTIFOR FOR 26 — DOOR FRAME WIDTH -- - -" TYP.ANCHOR TYPE, ASTRAGALS, DOOR FRAME WIDTH --i AND EDGE D S ANCE PER EMBEDMENT FIXED 66 i SUBSTRATE,SEE TABLE 1,SHEET 6 _ STILES AND C— 114°MAX.'{ HORIZONTAL GI -t / RAILSI— rfffiiit o T. U EDGE I __ __ 1 �L�, EDGE SEE NOTES DISTANCE #6X31'4°SMS REINFORCEMENT �t��—�` _' --.�•>*•- -- p��l I! •DISTANCE 3&6 I SCREW;3 PER RAIL,LOCATED BELOW AT CENTERLINE AND 9'FROM � I 7EK • ENDS(FACTORY INSTALLED) 2-316'ROW 1 / 6 6? 1� o_- 8 2.316'ROW FOR C �- TYP.ANCHOR TYPE, SPACING f SPACING INTERLOCKS EMBEDMENT AND EDGE z� l ONLY - �� DISTANCE PER SUBSTRATE, � 1 �• _ r- � s 1' / % �- �_ t L SEE TABLE I,SHEET6 EMBED-, ' EDGE MENT DISTANCE FIXED PANEL CLIP CONCRETE/CMU 1 AND ANCHORS,SEE 116 ---i------ ,, PER ANCHOR .1— DETAIL SHEET (STANDARD SCREEN REQUIREMENT 2X WOOD BUCKSTRIP I 111- ORFODBUC,SEE EMBEDMENT FIXED STILE 1 EXTERIOR 1/4'MAX. TYP.ANCHOR TYPE,EMBEDMENT PANEL WIDTH NOTE 4,SHEET 1 -AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD BUCKSTRIP S)=E TABLE 1,SHEET 6 OR FRAMING,SEE J EDGE .NOTE4,SHEETI DETAIL 3 TAIL 26 �7 DETAIL 3 DE _ _I DISTANCE INTO WOOD INTERLOCK INTO MASONRY L /•�.\� NON-STRUGTURAL---ANCHOR - - EMBED- � 114' MENT , MAX. NOTES 1)DETAILS APPLY TO 2.3 AND 4 TRACK .,�� ��;?:;( ,,, '{� - RmomaY. Dere: RaNskrl: CONFIGURATIONS. •• •• ': - '' J.R. 11/17/14 SERIES NAME CHANGE OPTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATIONSSPACING. .•,C•EP)3i; ": } P-HOOK Or' 3)SEE TABLES 2-4 FOR REINFORCEMENT "` .1f.- ReWe4 By. �M: Revfsbe: 45 REINF. REQUIREMENTS. PLATE(12'LONG,® r �1 L.` - 4)CONTINUOUS ANCHOR PLATE,ITEIA 778,IS REQUIRED PANEL MIDSPAN l J AT ALL FRAME ANCHOR LOCATIONS. 1 - D BY: - ` ! 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR - !"- ® � 46 PREINF.J ASTRAGAL ADD-ON. - l O11S:�;.;; HORIZONTAL INSTALLATION DETAILS J ROSOWSKI EXTERIOR �`. (�:f(c: ,,,... PLATE SMS, POCKET 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE #10 X 1.114' P-HOOK FULL LENGTH OF THE EXTRUSION.REFER TO TEST .\•,:,;, f0707EGINOL L 34275VE TiITo: RE PORTS FOR EXACT DIMENSIONS. ,"n, '•`�'.-�• ''.:;�I N. 8OX 175 VINYL SGD INSTALLATION GUIDELINES 11/18/10 i DETAIL -',° NOKOMIS,FL 34274 Spyy)µ�y; Sono: Shane Drmfi9 Nn. ''Ror. IMO WOOD- A.'LYNN�ILLER,P.E. CERT.OFAUTH.#29296 570/2770 NTS 5 OF 13 FPA-SGD570-01 A I P.E.#56705 DETAIL 4 INTO MASONRY DETAIL 4 DETAIL 4 DETAIL 4� 1%BUCKSTRIP INTO WOOD INTO MASONRY TYP.MJCHOR TYPE,EMBEDMENT AN INTO ALUMINUM TYP.ANCHOR TYPE,EMBEDMENT AND J EDGE DISTANCE PER SUBSTRATE, 7 KSI CONCRETE @ �---EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EM EDMENT AND SEE TABLE 1,SHEET 6 \ TYP.ANCHOR TYPE,EMBEDMENT AND CE PER BSTRATE, H_ ANCHOR SEE TABLE 1,SHEET 8 EDGE _\ 110'h11N.6063.75 REQUIRE �2,3fg- EDGE DISTANCE PER SUBSTRATE, SEE TABLE I,5 6 _ 'I DISTANCE r ALUMINUM SUBSTRATE J TABLE 1,SHEET 6 ROW --{ EDGE SEE TABLE 1,SHEET ` 2 EDGE SPACING h--DISTANCE'I EDGE 23/8• ROW DISTANCE � ♦' -{I I7I r $ DISTANCE ` ROW \ SPACINGI . EMBED- C SPACING MENL d•! �``�_ EMBED• II� 8 NT -L114" L114' r 7 (-1/4' METAL SUBSTRATES TO BE PROPERLY DESIGNED I 8J MAX. tW_J 8 I, MAX. MAX, :. lu' TO TRANSFER LOAD IMPOSED ON THEM r� yT �j �f1` TYP.ANCHOR TYPE,EMBEDMENT AND t I L I ♦( '""' `J uEDGE DISTANCE PER SUBSTRATE, 1X OR 2X 40' i #8X 3/4'SMS SEE TABLE I,SHEETB WOOD REINFORCEMENT SCREW; TABLE I,ANCHOR TYPES: 18 GA STEEL STUD OR A36 7 90 1 62 PER STILE,LOCATED AT 7 EDGE STRUCTURAL STEEL 0BUCKSTRIP, I f„i CENTERLINE AND B',9"8 DISTANCE UBSTRATE Minimum Min.Edo ..I f SEE 3 12'FROM ENDS(FACTORY Type Subtrate Anchor embedment Disfenw - Sr NDTE•t, INSTALLED). SHEET 1 ,1 FOR 912 Sheet Metal Screw(G5) 1318" 314' • LOCKSTILES, 1 I P.T.Southem Pine G2 ASTRAGALS. ISG=.55) I14"El-UllraCen 1-112, 1-74" r _ � Q FIXED STILES 114' e S 1112" 1-314"Elco Crel-Flex S4 - ---- — EXTERIOR g C'— I HAND OR ZONTAL A Aluminum,6063-TS min. 612 Sheet Metal Screw(G5) 0.125" 1/2' � \ RAILS /I Steel Stud,Gr.33 min. #12 Sheet Metal SO (05) 18ga(0.0451 112, / A36 Steel 912 Sheet Metal Screw(GS) 18ge(0.0451) ,rr I DETAIL 4 y I SILL RISER VARIES B P.T.Southem Pine(SG-.55) 812 Wood Screw(G5) 1318' 314" INTO STEEL WITH REQUIRED w i IIII—��1 POSITIVE DESIGN Concrete(min.2.7 ksi) 114•Elco UltraCon I-18' 1. METAL SUBSTRATE DETAILS SHOWN FOR HEAD U W PRESSURE,SEE TABLE Conerele(min.3.35 ksl) 114"Elco Cmle-Flex SS4 1314" 1" (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, FRAME m ii..__ A.SHEETS 88fl. _ .EXCEPT POCKET JAMB) HEIGHT. I o PANEL SE J 85 5 m 191 C Ungrouted CMU,.Iambs Only 1/4'Elco UIIreCon 1-,/4" 1" TASEE Les I p HEIGHT I IT BELOW o 18 (ASTM 6g0) 114"Elco Ciele-Flex SS4 1-114" 1-314' z II m 2.3 8 4 F FRAME i i I I ) I i "` 17 Concmle(min.2.7 ks 1/4'Elw UltraCon 1318' 2-112" m HEIGHT- ' i - 2-12' I I �I I I I 4518' i! II D Concrete(min.3.35 ksi) 114"Elco Crete-Flex 654 1-3/4" 2-112" �i 8 RISER 4-1/16• i � 3-tR' Ungroutetl CMU,Jambs Only 114'Elco UltmCon 1-1l4" 2412" RISER I " i RISER (ASTM 090) 114"E1.0 Crete-Flex SS4 1-114" 2-112" I �� IS73 I� 43 44 26,2 I I G� p II f77 I ) NOTES - 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 172 i� 9 1 I I' 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 6 SPACING. 3)SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 121 91. 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 3 `13 �j f 40 tot 102 ! ! 5)PAI4EL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-0N. 2 O� -F 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE PULL LENGTH OF THE EXTRUSION.REFER TO �• C:: y 14 8 i TEST REPORTS FOR EXACT DIMENSIONS. , L: d�Lei �� 4 `Y dd� Q ,,•,,_a:,, RavLted81 Dem: R6Ntbn: GRouTAs —_ - ?:'',t; ris;;' '% J.R. 11/17/14 SERIES NAME CHANGE -- '�'P-- NEEDED, "!�-�- �,�-- L114" 1/4' r ° ' v SEE '—��18E E�• `-- sdseM By. Dw. ReHUon: MAX. EMBED 1. "\ J `:• ° - - NOTES. MAX.hUtX. MIN.2.T KSI SHEET; rr -" Orewn By. CONCRETE @ 2X WOOD BUCK STRIP 1 EDGE U �� f•'• ® �'� ' EDGE SILL PER ANCHOR Imo- I ',,.�' (O c S ,-:i VERTICAL INSTALLATION DETAILS J ROSOWSKI ORFRAMING,SEE DISTANCE - DISTANCE IREMENT, NOTE 4,SHEET 1 Typ,ANCHOR TYPE,EMBEDMENT J I..,_,b TYP,ANCHOR TYPE,EMBEDME SEE TA ��''.:�'•. ,:�,,., �''� 1070 TECNNOLOGYDRIVE TCo: Do1O' AND EDGE DISTANCE R -� SHEET 6 AND EDGE DISTANCE PER „•'1C:•'' •C',•:" N.VENICE,FL 34275 SUBSTRATE,SEE TABLE I,SHEET6 •• -:���,•. VINYL SGD INSTALLATION GUIDELINES 11/18/10 SUBSTRATE,SEE TABLE I,SHEE I �; 'i�•r/.'.,,t•����• P.O.BOX}52g I DEL TAIL 5 I ETAIL 5 1 TIII 1 t!r NOKOMIS,FL 34274 �r{ey4{��, Sfo10: SnooC DrmHW No. INTO MASONRY O WOOD Ror. i A.LYNN HILLER,P.E. CERT.OFAU7H.R�XJ208 57O/Z77O NTS 6 OF 13 FPA-SGD570-01 A P,E.#58705 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD ATTACHMENT HEADER (B)ANCHOR CLIP INTO CLIP INTO `� BLOCK 50 ASSEMBLY TYPE AS USED PANEL�a I° FRAME INSTALL ONE BLOCK AT Jn-o IN INSTALLATION, STILE ° JAMB 8 EACH INTERLOCK. // ! I rI TABLE i,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL 1 a SEE ONE BLOCK THAT s I.� (3)#10 X ° s TABLE 1 SPANS BOTH PANELS. 1.5'SMS �— J (3)#8 X 1- SMS O❑ FIXED PANEL CLP FIXED5INSTALL ONE CLIP AT THE MIDSPAN PANEL [Il, ! — 0. (z) ax zo x z-11a CLIP JAMB LOCATION. THREAD-CUTTING !. f i I ' � (2)#8 X 1' SCREW i SMS PLATE COVER TABLEEE REINF.PLATE SHEET l25 i' i , \�' ®#10 X 2'SMS(4(4)--,, ( j 68 #B X 1-314" L> KEEPER Baa )l JAMB TO 01 SILL SILL ASSEMBLYi 1 KEEPER TO JAfViB LOCKING JAMB I ATTACHMENT OXXX REINFORCEMENT PLATE / s OWN FOR DOORS OVER 96".10 ANCHORS Q10 KEEPER 3',6',9',12",&46.5"FROM EACH END / NOTES _4_1 - � 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. 3)SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. ' �a.•, ! I 4)CONTINUOUS ANCHOR PLATE,ITEM N8,IS REQUIRED AT li INTERLOCK �� / AIL FRAME ANCHOR LOCATIONS. _J- �___-� _ ®REINF. , ®(4) SMS C— `\ COVER ��` i INTERIOR ' EXTERIOR �j INTERLOCK ♦`;j4,I .. ?,••/ ,, � R°NwO9y. Dafe: Revieiar. BOTTOM RAIL ° PLATE #10 X 2-1f2' i t r t::c 11 SUPPORT— SMS �- ' J.R. 11/17/14 SERIES NAME CHANGE I ! '': to \ \ R°WWSy. Ww: Re&bl (2)#10 X 1"SMS 'r \ I .'!Y'• .::.!iG7ri,.; ' THROUGH SUPPORT, J + \ INTO PANEL L#10x2"SMS PANEL .� 6 (° S ACCESSORIES INSTALLATION DETAILS omJ ROSOWSKI ,.,,:,:a.• INTERLOCK SILL RETAINER ASSEMBLY :. s; ,t,;_ •.•;.•`. :: 1870 TECHNOLOGYDRNE 7We: CLIP ATTACHMENT ALL PANEL CORNERS WELDED, " ' " "' -~•' N.VFN,CE FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 ��:,�/ I 1..- P.O.BOX 1529 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS ;;;, I,I,,, NacoMts.Ft 34274 so a,newer Sc°w sroee rnmwg Na Rar. A.LYNN MILLER,P.E CERT.OFAUTN.#29295 570/2770 NTS . 70F 13 FPA-SGD57O-01 A ' REN 58705_. I TABLE 2: 1 TOTAL OFANCHORS CLUSTERED ` , ll'�%• _ \a t±l THROUGH THE HEAD 8 SILL AT EACH PANEL '^�� i;:>`• Series 570&2770 Anchor Quantities and Design Pressures MEETING POINT.(EX:FOR C3.1,3 ANCHORS 3116'14S GLASS+,080' 9 REQUIRED AT PANEL MEETING POINT AND 1 SG00HBAYE{+3/18' ANCHOR REQUIRED AT MIDSPAN OF PANEL). .� HS GLASS+7/16-AIR FRAME HEIGHT(IN) C. 'pl.l •^'`-` - SPACE+3116'TPfr.CAP 8004 96 108 128 - ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR +� 17•.:Y OUANTIES LISTED BELOW.SEE m Q ? m Q _Q NOW U m; ogmT v v mFj TABLE 1.SHEET 0,FOR COMPLETE h ANCHOR LIMITATIONS. PANEL FRAME TLd W{DT & T A: 't.}.OM`!.:i.i+L.,. L..tE'!- kl.E".TABLE KEY:LN mt .:.'. NOM. a P.E.✓t 5ft705 (W) n @ S S ra c I W m a PANEL FRAME $ E¢ f do 3� 3� �� EQ d� fid` I tea` 5¢ � sd`m ( i� �� VM'Di SIDE afi O i ! (w1 Y r Q o Heed 8 Sii1 C3+1 j C3+1 C3+1 C3*1 C3*1 C3+1 C3+1 C3+t C3+1 C3+1 t C3+f C3.1 C3*1 C3*1 j C3+t I C3+1 C3+1 C3+t C3+1 1 C7+1 Heads SN n+1 ? co to Jamb 5 ; 5 j 5 - 5 5 5 5 ' 5 5 5 j 5 5 6 6 6 j 6 6 8 6 6 Jamb 5 9 24 P-hook 8 8 B 8 8 8 B 8 9 - 9 ! 9 10 10 10 i 10 11 11 11 1 i 24 P-took 8 (� Design +80.0'+80.0 j+80.0!+80.0 +80.0 -80.0,1 I+80.0'+80.0 +80.0 i•80.0 1+80.0 +80.0 +6D.0 +60.0 I+60.0 +60.0 +60.0 1+60.0 1+80.0 •60.0 Des60n +ee.0 �O Pressure -80.0 -80.0 j -88.0 •00.0 -0a.0 -00.0 -80.0 -80.0 -80.0 i •80.0 -80.0 .80.0 -85.0 -85.0 fi5.0 i fi5.0 -G5,0 j fi5.0 j -05.p I -65.0 Pressure .eo.0 � w ( ' Head&SBI C3+1 C3*1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 i C3+1 j C3+1 G3-11C3+1 C3+1 C3+1 C3+1 C5+1 i C3+1 C3+1 C3+1 NOM. Z Z _FRAME WIDTH Jamb 5 ' 5 5 5 5 PANEI S 5 5 5 5 5 5 B 6 8 ' 8 6 j 8 I 6 8 WIDTH 0OF PANELS = LLj 30 P-hook 8 8 i 0 B 8 8 B 8 9 9 9 9 10 : 10 10 t 10 11 1 11 1t .I 11 C.1 , Design +80.0 1+80.0 j+80.0 +80.0 +80.0 +80.0 j+80.0 •80.0 +00.0;+80.0 S+80.0 +80.0 +60.0 +60.0 j+80.0 i+60.0 +80.0:+60.0;+60.0'+60.0 W s- Pressure -00.0 -80.0 -00.0 -00.0 -00.0 -80.0 -80.0 -80.0 •80,0 •80.0 -80.0 j -80.0 -05.0 -05.0 65.0 -65.0 -05,0 -05.0 I •85.0 -85.0 THE MAXIMUM'NEGATIVE DESIGN N CD Il PRESSURE AT THESE ANCHOR Q WCDQ QUANTITIES. Head&Sill C3+1 C3+1 i G3+1 C3.1 05+1 - C3+1 C3+1 C3+1 C5+1 C5+1 C3+1 i C3+1 C5+1 C3+1 ! C3+I C3+1 C5+1 C5+1 C5+1 j C3+1 Z m Z CO Jamb 5 5 5 - 5 5 5 j 5 5 5 5 8 5 8 6 8 t 6 6 6 8 I B THE MAXIMUM POSITIVE DP AT THESE 38 -hook 8 ' B 8 B 8 8 I 8 8 9 9 9 I 9 10 ' 10 10 10 11 it 11 i 11 ANCHOR QUANTITIES.ADDITIONALLY, W H ~ j ' I THE MAXIMUM DP FOR THE SILL HEIGHT Q Cn Design +80.0!+60.0 j+80.0 +80.0 +80.0 +60.0 1+80.0 :•80.0 +80.0:+80.0!+80.0 1+00.0 +60.0 +60.0 1+60.0 1+60.0 +00.0'+60.0 1+60.0 1+60.0 MUST ALSO BE CONSIDERED,SEE U) W J H Pressure -80.0 1 -00.0 j -80.0 - -80.0 -00.0 ' 1.0.0 -00.0 -80.0 -80.0 ' -80.0 j -00.0 j -80.0 -65.1 •65.0 85.0 1 -05.0 -65.0 -05.0 j -65.0 I -65.0 TABLE A.THIS SHEET. = Q Z Heed&Sill C5+2 C3+2 j C3+1 C3+1 C5+2 C5+2 C3+1 C3+1 C5+2 C5+2 C5+1 C3+1 I C5+1 C5+1 ! C5+1 1 C3+1 C5+1 CS+t I C5+1 C3*1 TOTAL OF ANCHORS THROUGHTHE r Jamb 5 i 5 j 6 5 5 5 6 S 6 5 i 7 5 6 8 6 ! 6 6 6 j 7 6 P-HOOK ti W Z 42 P-11001i 6 B i 8 0 a 8 8 B 10 9 9 9 10 10 j 10 10 71 11 11 11 TOTAL 0 OF ANCHORS THROUGH THE � � p Design +80.0 +80.0 +80.0 +80.0 +60.0 *80.0 +80.0 +80.0 •80.0'+80.0 1+00.0'+80.0 +60.0;+60.0 j+60.0 1+00.0 +60.0!+60.0!+60.0'+60.0 JAMB d Pressure -80.0 -80.0 j -80.0 -60,0 -80.0 -80.0 -80.0 -80.0 -80.0 •80.0 ' -00.0 -80.0 -05.0 -05.0 ! -05.0 •65.0 -65.0 -05.0 -05.0 1 -65.0 FIG 1: Z (n N s J d O Head&Sill C5+2 ! C5+2 I C3+2 .C3+1 C5,,2 : C5+2 f C5+2 C3+1 C5+2' C5+2 C5+2 C3+1 C5*2 C5+2 j C5+1 ' C3+1 C5+2 ' CS*2 I C5*t C3*1 OH LENGTH m Q' W z to Jamb 6 5 7 5 6 5 j 7 5 7 6 8 5 8 6 j 7 6 7 6 0 6 48 P-hook 9 i 8 8 8 70 B i B 8 11 9 9 9 10 10 10 10 11 11 11 1 it DOOR ASSEMBLIES INSTALLEDWHERE THE OVERHANG(OH)RATIO IS EQUAL Design +60.0 1+80.0'i+80.0 +80.0 +80.0 +80.0'+80.0 +80.0 +80.0 +80.0 1+80.0 +80.0 +60.0 +60.0 j+60.0 i +60.0 +60.0 +60.D +80.0 1 +80.0 F TO OR MORE THAN t IS EXEMPTED Pressure -00.0 ! -00.0 1 -00.0 -80.0 -00.0 -80.0 ) -80.0 •80.0 -60.0 -00.0 1 -80.0 j -00.0 -85.0 -05.0 ! -65.0 I -05.0 -05.0 j -05.0 -05.0 ; -65.0 X FROM WATER INFILTRATION RESISTANCE.THE OVERHANG RATIO 61 R SHALL RECALCULATED BY THE Hoed&S01 C5+2 I C5+2 j C3+2 C3+2 CS+2 - C5.2 C5+2 C3+2 C5+2 C5+2 CS+2 C3+2 z h q Jamb 6 I 5 ! 7 5 6 6 j B 5 7 6 9 ! 5 TABLE A: O FOLLOWING EgUATION: Water (+)Design Pressure OH RATIO=OH LENGTHIOH HEIGHT LL K S 54 P-hook 10 �8 1 8 B 11 8 1 8 8 12 9 9 I 9 Design +80.0'+80.0'+00.0,+80.0 +80.0 •B0.0;+80.0 ;+60.0 +80.0 +80.0 j+80.0 j+80.0 Nominal Sill Actual Sill Max.(+)DP z o o Pressure -00.0 j -80.0 i -80.0 -00.0 -00.0 •80.0 j -80.0 -00.0 -80.0 •60.0 1 •80.0 1 •80.0 Height Helghl Allowed 1)THE LESSER VALUE OF TABLE A AND TABLE 2 DETERMINES THE S 2 r Hoed 8 5111 C5+2 j C5+2 C5+2 C3+2 C5*2 ' C5+2 ' C5+2 C3+2 C5+2 C5+2 1 C5+2 C3+2 1-11/1fi" 1.888" See 2)al right WATER LIMITED(+)DP. Jamb 6 8 ! 8 5 6 6 j 8 S 7 7 10 5 3.117' 3.464" +60.0 psi 2)THE 1-11118'SILL MAY ONLY BE USED WHERE WATER 60 P-hook 10 8 6 j 8 10 8 j 8 8 11 9 j 10 10 4-1/96' 4.037" +80.0 psf INFILTRATION RESISTANCE IS y Design +67.0 +80.0 1+80.0:+80.0 +67.0 +80.0 j+80.0 +80.0 +87.0 +80.0 +00.0 +80.0 4-V8' 4,614" +100.0 sf NOT REQUIRED OR OVERHANG IS g I P PER FIG 1.IF SO,(+)DP'S SHOWN Pressure 787.0 80.0 i -80.0 -80.0 -67.0 -80.0 i -80.0 -80.0 -67.0 -00.0 ' -00.0 I -00.0 IN TABLE 2 MAY BE USED. _ NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. Reinforcements Required,(See Parts on Shoot 10) Glass 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. interlock LockfFixed Stile I Astragal Astragal Addon Tdp/BdltomReil Plato(PafW 24,25) Typo 3)SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,REM 118,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Pan#29 Part;26 Pert#26 Part#30 Partill 26 Required for Heights over 96' A 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. B)SEE SHEET 2 FOR APPLICABLE CLO PER PANEL SIZE. ,11 i TABLE 3: TABLE 4: 3n6•NSGI 5-29m Series 2770 Anchor Quantities and Design Pressures y16•HS Gass.mo• Series 570&2770 Anchor Quantities and Design Pressures SG NTk YM-W- Na P418 ym-3ne• - .. HS GLAss•Tn6•AR FRAME HEIGHTEN) AN GLASS•7n6•AR FRAME HEIGHT QN) ; SR\CE+3nVTh7.0AP SH10E•3/tGTM.CAP 7 - - to .64 96 84 96 m¢ $m U ❑ o¢ 2M 20 °❑ m¢ SM o U o 0 ¢ m 20 m 0 m< m c U ❑ ¢ 2. e U m 0 '• , NOM. C m E m£ mo @ o E a E � 2 E a 12 @ S NOM. -a I a R a e a @ a $'a �� �F3. 8� �a 6�'@ a +_1�,�'•...,,I;�::•�''• PANEL FRAME r +- t- r r +- �9 +` t- L'88-' += .B r'ge PANEL FRAME t= ti L'-' r WIDTH 607E m wRP �€ �P mR3E m N'0 v,$ a m3 w m3 WIDTH SIDE yds AB`s m rn NRb EMd` ky¢ rd` 2d` 5� de •fid` :Sd` dd` (IN) t p e L 8 b5 u .Y y� J5 E g L ¢ A.LYNN MILLER,P.E. ' P.E.058705 Head L.Sill C3+1 i C311 C3+1 C3.1 C3.1 C3+1 C3+1 C3+1 C5a1 C3.1 C3+1 I C3+1 Head d SIO C3N I C3+1 C3+1 C3+1 C3.1 C3.1 C3.1 !C3.1 C3+1 C3-1 C3+1 C3.1 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Jamb 5 5 5 5 5 5 5 5 5 S 5 5 CS 24 P-hook 8 8 0 B B 8 8 8 9 9 9 9 24 P-hook 6 8 8 e 6 8 8 8 9 9 9 i 9 z Design +90.0:+90A 190.0 +90.0 +90.0 +00.0 +90.0 +90.0 +90.0 +DO.O +90.0'+90.0 Design +60.0 +60.0'+60.0 +60.0 .60.0.+60.0 +00.0:+60.0 +60.0 +80.0 +80.0 +60.0 > = In Pracauro yp,p 50.0 -90.0 --90.0 50.0 -90.0 -80.0 -90.0 -90.0 -90.0 40.D -90.0 Pressure 60.0 -60.0 -So,0 60.0.60.0 -60.0 -60.0 -80.0,-80,0 60.0'60.0 >O r Head A Sal C5+1 C3N.C3+1 C7N CS. C3N C3.1;C3+1 CSN CSN'CSN C3+1 Head 8 Sill C3+1 C3+1 C3+1 N C7N C3N C3N C3N 03.1 C3+/ C3+1 I pN ❑r Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Jamb 5 S 5 5 5 5 5 I 5 5 5 5 ' S m 0 W = 30 P-hook e e 8 8 6 8 8 8 9 9 9 9 30 P-hook B 8 8 8 8 e 8 8 9 9 9 j 9 (Jr W d Design +90.0'+90.0 +90.0.+90.0 +90.0'+90.0 +90.0;.+90.0 +90.0 +90.0 +90,0 a90.0 Desipn +60.0 +60. '+60.0 60.0 +60.0 +60.0 +60.0 I+60.0 •00.0 +00.0 +W.O;+60.11 •� Z Z q'LL PM.S.. •90.0 40.0 50.0 -110.0 50.0 40.0 •90.0 i 50.0 -90.0 -90.0 i.90.0 1 50.0 Pressma 60.0 j 60. 60.0 60.0 60.0 -60.0'60.0 60.0 -60.0. 40.0 Head a SLIT C5+2 C5+1 'C3.1 'C3+1 CS-2`C5+1 C5+1 C]+1 C5+2'C5+1:CSN C3+1 Heed 6 Siu C3N C3+i +1 C3N C3+1 C3.1 `C3+1 I C3N C3+1 C3.1'C3+1!C3+1 = W Jamb 5 5 6 5 5 5 6 5 6 5 7 i 5 Jamb 5 5 S 5 5 5 5 5 5 5 5 5 U xf p 36 P-hook 9 8 8 8 9 8 8 8 10 9 9 1 9 38 P-hook B 6 B 8 8 B 8 ' 5 9 9 9 0 W m Z W Design +90.0 +90.0 +90.0 +DO.o +90.0 +90.0 •90.0;+90.0 •90.0'+80.0 r+90.0'+90.0 Design •00.0.+6D. +00.0 60.0 +60.0 +60.0 +60.0 +60.0 +60.0 •60.0 +60.0'+60.0Q W (� O Pressure -90,0'-90.0 -90.0 -9D.0 -90.0 40.0 40.0'40.0 -90.0 -90.0 -90.0'-90.0 Pressure 60.0 60A 60.0 60.0 60.0 60.0 60.0 60.0 60.0'60.0 60.0 60.0 Z ,i Z p Heed 8 Sill C5+2 I C5+2 C5+2 C3a1 C5+2 CS-2 C5+2 C3+1 C5+2 C5+2•C5+2'C3N Head A Sill C3N C3+1 C3+1 C3+1 C3+1 C3.1 C3N CS+1 03.1 C3+1 !C3+1 Q O ry Jamb 6 ' 5 7 5 6 6 7 5 7 8 8 5 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 IL i- LU f 42 P-hook 10 j 8 8 B 10 8 8 8 11 9 a 9 42 P-h-k 8 8 6 8 9 8 8 e 9 9 e 9U)W J (n Design a910 +90.0 asD.O +90.0 +90.0 +90.0 +90.0 +90.0 •90.0 •80.0 +90.0,+90.0 Design +60.0;+60.0 +60.0 +60.0 +60.0 +60A +60.0:+60.0 +60.0 +60.0 +60.0:+63.0 ¢ K J Iy z Pressure -9 0 -00.0 .90.0 -90.0 -90.0 .90.0,40.0.40.0 -90.0 -90.0:40.0 140.0 Pressure 60.0 -00.0 .600 60.0 60.0 60.0 50.0 60.0 60.0 -60.0 60.0 -60.0 y Z Hand 8 Sill CS+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3.2 C5+2:C5+2 C5+2 I C5+2 Head A Sill C3+2 I C3+1 C3+1 C3.1 C3.2 C3N 'C3+1 I C3+1 C5.2 C3.1:C3-1 13+1 Jamb 7 6 8 5 7 6 8 5 7 7 10 6 - Jamb 5 ' 5 5- 5 5 5 5 6 5 5 6 : 5 n W Z 48 P-hook I1 8 8 8 12 8 8 8 12 9 10 10 48 P-hook a 8 8 8 B 8 8 6 9 9 9 { 9 ` Q Design +90.0 r90.0 +90.0 +00.0 .BD.D +90.0 •90.0;+80.0 +87.0'+soli +00.0 +00.0 Design •60.0'.60.0 +60.0 +60.0 •60.0 .00.0 .60.0 +60.0 +60.0 .60.0'+60.0 i+60.0 ¢ $ r � i� 1--sur. _op,p .90.0 -90.0 -90.0 -90.0 -90.0 40.0 -80.0 67.0 -90.0 -90.0 40.0 Pressure 60.0 60.0 60.0 60.0 .60.0 .60.0 60.0 60.0 60.0 -60.0 C7 Z UJ N Rol nforcomonts Roqui ed,(Soo Paris on Shoot 10) Gtass Typo, Reinforseme nts Req utma,(Be.Parts on sheet 101 G1ass7ype, mm IMedxk LoclVFiked Stile Astrega Astragal Adtlon ToplBottom Rall (SOD Shoo11) Inledock Lock/Rxed Stile Astragal Astragal Addon Top/Bottom Rani ISeo Sheet 1) lY W Z lA Standaitl Pad#28 Part 26 Part#26 Ped#30 PaM1#26 B C a Pan#29 Part#26 Pad#26 Pan#30 Pang 26 A Themml-Option Pad#28 Pan#27 Pan#27 Part#30 Part#27 Bic tlA TABLE KEY: NOTES ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN TABLE A: 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. it K w i PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPACING. P� m SHEET FOR COMPLETE ANCHOR LIMITATIONS. Water-Limited(+)Design Pressure 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. NOM. 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME o•6u PANEL FRAME Nominal SIII Actual Sill Max.(+)DP ANCHOR LOCATIONS. z WIDTH SIDEa TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD A SILL AT EACH Height' Height Alloyed 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. U 6M ¢ti PANEL MEETING POINT.(EX:FOR C3+1,3 ANCHORS REQUIRED AT PANEL 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). 1-11116, 1.888" See 2)below FIG 1: Head A Ggl C3.1 Jamb 5- TOTAL#OF ANCHORS THROUGH THE JAMB. 3-1/2" 3.464° +60.0 psf OH LENGTH ' 24 P-hook 8+ TOTAL 11 OF ANCHORS THROUGH THE P-HOOK. 4-1116" 4.037° +80.0 psf OOORASSEMBLIES INSTALLED WHERE Design +00.0 4-518" 4.614" +100.0 psf THE OVERHANG(OH)RATIO IS EQUAL Pressure .00.0 �-`� THE fAA)CIMUMPO SITIVE DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY, TO OR MORE THAN 1 IS EXEMPTED THE MAXIMUM OP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE A.THIS SHEET. 1)THE LESSER VALUE OF TABLE A AND TABLES I FROM WA TER INFILTRATION NOM.. - 3 AND 4 DETERMINES THE WATER LIMITED(+)OP. w RESISTANCE.THE OVERHANG RATIO PANEL=FRAME WIDTH \ 2)THE 1-11116-SILL MAY ONLY BE USED WHERE T SHALL BE CALCULATED BY THE WIDTH #OF PANEIS THE AfAXIMUta NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. WATER INFILTRATION RESISTANCE IS NOT FOLLOWING EQUATION: REQUIRED OR OVERHANG IS PER FIG 1.IF SO, -DRS SHOWN IN TABLES 3 AND 4 MAY BE USED, OH RATIO=OH LENGTHfOH HEIGHT I------5.875' I 5.875" -1 3.000' 1.595' -- 1.595 F•tu Z,_'_-'"_tf--c:. - �_�:-.__yam - 1.430' - - �`-�--- !!II-t- �•{ 1.570 iL_�(� JD1 I I-��._.IOD' il r 24 I OU f 768 ADO 7T61 �-11 LJI U � � I ( �1.a12• r c_:-, tsea" REINFORCEMENT +aas- -•125 ' ��I�,� too II ; _ 1 COVER Ito 2.833° t_�� 3 2. 'j - 2. L;�� � � �� r RIGID PVC � r O 2.368 2 TRACK 229r ! �5EADJAMB OILL `'; � RIGID PVC 2 .1201 •182' AM ! I-"- ---8.250• 1--2.607•r1 T . -----e.zso --- - - ©PLATE REINFORCEMENT AND STI EOM TOP© AND STI EOM ©REINFORCEMENT @ REINFORCEMENT ��� 1.812 Irl M.too l 8005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6005-T5 ALUM. 6005 TS ALUM. I� U�� r0�1� ���-�� �C���B 6005•T5ALUM. COMPOSITE O 3 TRACK'HEAD/JAMB J L RIGID PVC ®3 TRACK SILL RIGID PVC I 309 I I oso" F- 10.625"----- •-� 10.635 I �jyrrZ-1L__S -Z_-f c� _�-�t•-1--�=�t .�--�,7�L_"�7' _ 3483' I�lp !(`i- MILL SII -• � _'- -.OBO' � 4.279• � I ❑ ❑ ❑__ LJ 1.8+2' ���-._ �_`...J'� .t00��i .....U8" •.125' 4.6350, rrI� ���r G�C� G �- 2710' -�j f 7 LI U U �f too 9 fl _� fRc"�Gv-t_1�1L ��-� I z.1a1" C�1 O 4 TRACK HEAD/JAMB 6 4 TRACK SILL \--- {-3113 l .125• RIGID PVC O RIGID PVC 2.291- -{ f 1� 2.116" , moo- -^I 1.875' 1--- ij 1.000 ASTRAGAL ADD-ON REINFORCEMENT INTERLOCK ASTRAGAL ADD-ON PANEL STILE TOP I- .540 'it 930" t-I f- sso 540. 9.��� REINFORCEMENT 31 PLATE ADAPTER 36 RIGID PVC 37 AND BOTTOM RAIL .500' e� L 11 i I�� 6005-T5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC .062- ..125'J .301' 5r�f~.062• .062' FRAME SCREW 875.1 E75' 1020• -+1,343' COVER ®6063-T6 ALUMTE 0 66CT61ALUM? 10 6063 T6 ALUM. 71 SOUPPQRT�IL ,os2 J �1 'r.062• r 1.5x3" fL-" T-1 1.306- .050' RIGID PVC 6063-T6 ALUM. 1993 +. 1 27"-- 1.435' 1.487' .082' rJ } ----I 1.435' ::j 1.613 I-- 1.487• -- �--fj T-` _ I L .32(Y J 060 J ^� ass y oso --I��2,J 1.5+0 Ii 060 BOX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN i J� TOP RAIL 91 BOTTOM RAIL SIDE RAIL ASTRAGAL OXO ADAPTER 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. O12 OUTER SILL 13 SILL TRACK 14 BOX SCREEN SILL 15 ORUTTCK SCREEN 16 AND JAMB ADD-ON �{ s 60063-T6 ALUM. 094 COVER 13 COVER O ADD-ON t.ofir �-- t.o6r - I- •955' RIGID PVC RIGID PVC 60G3 T6 ALUM. 6063 T6 ALUM.' RIGID PVC ' �-{,.202' T ' F r 075 Ina' +.nBcc 71- 876' L . I."...n� �1 C� 2.060' r! .050• .050'---fr- ri fSTD.SCREEN STD.SCREEN STD.SCREEN FIXED PANEL CLIP .13451' a.oat 1t0 TOP/BOT.RAIL 11 SIDE RAIL 13 ASTRAGAL 80 6063-T6ALUM. ..x 5.170' jL ` t,9e3 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 060• 6063-T6 ALUM. - 060' 060' .060• .100- •••1 I 1 RevhadBY. Dafa: Ravkion: I .060.• .`,,':,1 . J.R. 11/17/14 SERIES NAME CHANGE SILL RISER SILL RISER SILL RISER P-HOOK ADAPTOR P-HOOK 17 6063-T6 ALUM. 186063-T6 ALUM. 19 6063-T6 ALUM. 20 6063-T6 ALUM. 21 ^''� .e'. ` 6063-T6 rra.wdey Mf.. Reams: ALUM. Z' ,9 By: j .261. +.zsr t26t -�-( +soo� fa �S _ PART DETAILS J ROSOWSKI 7 .210• .173" :<:,._•., '7`.'•' 1070 TECHNOLOGY OPJVB Tma: -r T 125 (j' N.VENICE. VINYL SGD INSTALLATION GUIDELINES. 11/18/10 �C • P.O.BOX 1529 1-1/16"BEVELED BEAD 1-1/16"OGEE BEAD 1-3/16"OGEE BEAD P-HOOK REINFORCEMENT � ::•!(;-l``!';'` Noxoan§.FL342ra sewsm+xee sate: &_ rHa+�9rw RaI ®RIGID PVC 9 60 45 A. Wf• iLER,P.E. f 0 RIGID PVC O RIGID PVC O PLATE 6063-T6 ALUM. p.E.a567os cER7.oFAurH.d292� 570/2770 NTS 10 OF 13 FPA-SGD570-01 A e Part# PGT.# Description Part# PGT.# Description Part# PGT.# Description_ _ 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen '••:_ 2 619002 2-Track Sill 51 48052 Roller Adj.Hole Plug 90 612256 Screen Top Rail - 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail 4 619026 3-Track Sill 53 41736 SGD Panel Come•along Cover 92 612258 Screen Side Rail-Lockstile - •"" _ - 5 619027 4-Track Head/Jamb 55 71696 Dust Plug 93 64344 Screen Astragal % `? 6 619028 4-Track Sill 56 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter •`�, ..':':i`. -:`t 7 619009 Frame Screw Cover 58 619037M Fixed Panel Clip 95 64428 Screen Double Interlock ILLER 6 619031 Anchor Plate 59 71696G Sill Plug 96 617347A Screen Bug Flap A.LYNP.E.q 587N#58705 P.E. 9 619007 Track Insert 61 78X38PPTX #8 x 318"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set 10 619029M Aluminum Keeper 62 78X34PPSDAX #8 x 314"FI.Ph.TEK- S.S. 98 72OXlX 1/4-20 x 1"S.S. Y 11 619036 Bottom Rail Support 63 781PSTX - #8 x 1"Quad-S.S.. 99 720X1 12X 1/4-20 x 1-1/2"S.S. C/) 00 1 LO 1212 619006 Outer Sill Cover 64 781 PDX #8 x 1"Pn Quad-S.S. 100 71793G Wslp,.270"x.150"-Fin Seal 0O .– O 13 619011 Sill Track Cover '65 7SX114PHPT41OX 08 x 1-1/4"Ph.Pn.TEK 101 7S RAZ Standard Roller (!) 3 L l rA 14 619039 Box Screen Sill Add-on 66 710X1 PPSDXX A 910 x 1"Ph.Pn.TEK-S.S. 102 7S RAX Standard Roller- S.S. gg ly W fn Q i 11 15 619012 Outer Screen Track(Standard Screen) 67 71OX115PPX 010 x 1-1/2"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset O z Z 16 619038 Box Screen Head and Jamb Add-on 68 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers c� 17 619022A Sill Riser-(DP60) 69 710X212PPDAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper U WW r 18 619023A Sill Riser-(DP80) 70 712Xl l2PP #12 x 1-1/2"Ph.Pn.A Standard Screen IJJ N 19 619024A Sill Riser-(DP 100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail (9 O 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) Z Z 21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1/16" 112 612033 Screen Frame-Side Rail 0 y 24 619014 Reinforcement Cover 74 Metal Spacer-9132" 113 617363 OXO Screen Astragal Adapter ED rQ 25 619030 Reinforcement Plate 75 Urethane IG Sealer 114 64853K Vinyl Astragal N J J 1;1--• 26 619017T.1 Top,Bottom and Stile Reinf.(Alum) 76 Silicone-Foam Super Spacer-7/16" 115 617356 Screen Sill Adapter Q Z 27 19046 Top,Bottom and Stile Reinf.(Comp.) 77 Hot-melt Butyl 116 6FP95K Bug Flap ti W Z 28 619018M Interlock.300 Reinforcement 78 619010 1-1/16"Beveled Bead 117 7R42DK Rivet 29 619013M Interlock.400 Reinforcement 79 619015 1-1/16"Ogee Bead 118 74X1 PA #4 x 1"Ph.Pn.SMS a T" O- 30 619019M Astragal Reinforcement 80 619016 1-3/16"Ogee Bead 119 78X712PSATS #8 x 1-1/2"Ph.Pn.SMS A Z ° �– LL N 31 619035 Reinforcement Plate 82 62139 Ogee Vinyl Muntin 120 41703N Screw Boss Bushing y } r 35 619005 interlock Adaptor 83 63609 Insulated Glass Muntin-Horizontal 121 712027 Comer Ke Wheel Assy.(Standard) 5 J ..Z 36 619008 Astragal Add-on 64 4CONN I.G.Intersection 122 712027SS Comer Key Wheel Assy.(S.S.wlbearing) z 37 619004 Panel Stile,Top/Bottom Rail 85 7558K I.G.Gridlock Clip-7/16" 123 41805K Screen Handle 40 718609 .187 x.280 Finseal(Stile) 06 7560K I.G.Gridlock Ciip-5116" 124 41806 Screen Handle Slide 41 71695K 1-1/2"x 1"x 3/4"Fin Seal Dust Plug 125 704/68 Screen Latch Assy. o 42 419041 Interlock Clip Cover 126 7SNKPN Screen Keeper 43 78153X Tandem S.S.Roller As127 61693K Serrated Screen Spline-.14 q s U0� Q 44 78153N Tandem Nylon Roller Assy. 120 61692K ScreenSpiine-.165' ax o 45 619043 P-hook Reinforcement Plate 129 61694K Screen Spline-.150" a x °x w 46 71OX125FPSDX #10 x 1-1/4"FI PH SMS 130 F 61816C20 I Screen Cloth ' o NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. _ t TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE D K L D 2P2T A M xx M 1P2T M 6P3T kt, �F ��18 �2P2T xxoxaxoDM M q L D x0 Ox 2P2T B F F S D K T A6P3T [r M a3P2TSD C��Bl M oxo oxo xxxzxx D K 3P3T B g F F L D F B 3PZT y N NOT AVAILABLE A M F B ' M A xxx xxx 8P4T R P xxx D K D D DS p �-- A B F Oxxxxxxo A R4P4T B FL D3P3T M DS B A M F F F B B a...�•«.aT•..M..d rt- A--""'--U_1 xxxx xxxx 8P4T M - A xxx oxx 2P2T O K C M %X1C%%%)(X B 3P3TP M M 0.S SD A 4P2T B xxo xxx L D xxxx 4P2T R P NOTAVAILABLE C M p F oxxo 6P3T L D C M 4P2T M A NOT AVAILABLE XXX)= c M xxxx p F O B F K BP4T B F F B F B C M' M - 4P4T J J IiA A u uI xvxmx M OS DS SD SD A Mac xxxx 0 K g F 4P4T B F P R J J M A U U M OS DS SD SO A .; Revised By. Data• RevUbrr xxx0 Ox70f '-7 t-' ;`\t • L D L D L.l ,I`� . J.R. 11/17/14 SERIES NAME CHANGE F P R B_ INTERIOR ft Lb dBr 5P3T R No No P OxxXO SCREEN OXXXO. SCREEN ' Drown By. EXTERIORP L D L D I� SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI B"'= A ILB? B • ��II�5P3T M A v ',•;� 1. 1070 TECHNOLOGY EWE Taw:' N.VENICE,F134275VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O.BOX 1529 CREEN EN NOKOMIS,FL 34274 ; .�. SedesANodaF. Sm(o: 55ooh ON.NnANo. RaY. 7q•I,YJ{H MILLER.P.E. CFJ7T.OFAlIIH.k29296 570/2770 NTS 12 OF 13 FPA-SGD570-01" A REN 58705 �_ _ SINGLE FIXED F SINGLE SINGLE C DOUBLE ASTRAGAL P INTERLOCK —� LOCKSTILE INTERLOCK '----'` INTERLOCK INTERLOCK ^^^' M LOCKSTILE I� .C� DOUBLE R FIXED �____� SINGLE H SINGLE SINGLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK J LOCKSTILE T ASTRAGAL FIXED K SINGLE -G"C ASTRAGAL LOCKSTILE (BOX OUT) OUT LOCKSTILE INTERLOCK SD INTERLOCK DOUBLE L T ASTRAGAFIXED U ASTRAGAL _ LOCKSTILE INTERLOCK lcl INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT A DOUBLE � LOCKSTILE INTERLOCK S FIXED ASTRAGAL u ASTRAGAL i� LOCKSTILE (BOX OUT) LOCKSTILE — OUT (BOX IN) IN U ASTRAGAL HCl LOCKSTILE I 1 S FIXED ASTRAGAL AEli SINGLE LOCKSTILE (BOX IN) LOCKSTILE �- IN INTERLOCK "' DS DOUBLE SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL LOCKSTILE SINGLE INTERLOCK OUT INTERLOCK NOTES (BOX OUT) 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2A FOR ANCHOR ASTRAGAL SINGLE J ASTRAGAL LOCATION LES 2.4 NG. L R ---- LOCKSTILE 3)SEE TABLES 2.4 FOR REINFORCEMENT (BOX OUT) OUT INTERLOCK (gpX OUT) OUT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,ITEM#8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL -� SINGLE .� LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN). IN C SINGLE ASTRAGAL _ IN INTERLOCK (BOX IN) J.R. 11/17/14 SERIES NAME CHANGE _1C R.&WBy: Pule: RoWsbn: SINGLE SINGLE INTERIOR , .s:• B INTERLOCK INTERLOCK /' mx wa' D.-By: EXTERIOR 6 (4\� :' v_ PANEL TYPES J ROSOWSKI 1070TECHUCLOGYDRNE Tice: Pete: tr SINGLE �/ ~'�;''••`" '•'''.- N•VENICE FL 34275. VINYL SGD INSTALLATION GUIDELINES 11/18/10 M LOCKSTILE P.0.I8 INTERLOCK N0lOS,FIL342 74 Se4os2fadW: $rare: Shoat• Omvlry Na Rer. n.'iilidl IUFR,P.E. 570/2770 NTS 13 OF 13 FPA-SGD570-01 A P.E.#58705 CERT.OFAUTH.ffiZB796