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HomeMy WebLinkAboutProduct Approval 7/1Y2015 Florida Building Code Online Flonda Dern orltuf BCIS Home ? Log In ! User Registration Hot Topics! Submit Surcharge ! Stats&Facts [ Publications [ FBC Staff ; BCIS Site Map Links Search j Business ) Professi�n�l Product Approval USER: Public User Regulation Product Anoroval Menu>Product or Aunlication Search>Anolication List>Application Detail ANN-- s � 09141 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 Jens 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 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 hUps-//#loridabLilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtishZwcYZU2lHcyso%2fGBlb7Hww5l4CJF8%3d 112 7/1/2015 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-470.1)df 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.pdf Created by Independent Third Party: No 8208.2 SGD-570/2770/2870 (Impact) Vinyl Sliding Glass Door Limits of Use _ Certification Agency Certificate Approved for use in HVHZ: No FL8208 R9 C CAC Certification-570-2770.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/11/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL8208 R9 II SGD-570-2770-2870.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-570-2770-2870 Evaluation.odf Created by Independent Third Party: No k3atk Next 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 click here. Product Approval Accepts: .Y a E9M St'CUrltl'St Exitics, y.:.. trithm Yr 1 hKps:l/floridabuilding.orgipripr_appdtl.aspx?param=wGEVXQwtDgtishZwcYZU2lHcyso%2fG8lb7Hww5l4CJF80gad 2r2 i I GENERAL NOTES;SERIES 470 NON-IMPACT 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. VARIES, NOT RATED FOR ALL RIGID WHITE OR TAN PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO SEE SHEETS 8&9 IMPACT RESISTANCE COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 2)GLAZING TYPE:(FROM EXTERIOR TO INTERIOR);3/16"TEMPERED GLASS+11/16"AIR SPACE+3/16"TEMPERED GLASS CAP; APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2^THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX.1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN 1-1116 NOM. THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 11116•AIRSPACE 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ♦EXT. ^� INr.► NOA DRAWING MAP i ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS 3116•TGIAss SHEET BEYOND THE SCOPE OF THESE INSTRUCTIONS. 3116-1 GLASS GENERAL NOTES..........1 6)DESIGN PRESSURES: 76 GLAZING DETAILS1 ......... ELEVATIONS..................2 4 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. G7LASS U III 78 9 HORIZ.SECTIONS.........5 �R„ U 'BITE �� VERT.SECTIONS...........6 7)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN --— 3 ACCESSORIES...............7 PRESSURE.THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS 77 DESIGN PRESSURE S....8-9 USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL 71 2 EXTRUSIONS..................10 MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Ila PARTS LIST....................11 INSULATED GLASS CONFIGURATIONS 12 8)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GLAZING DETAILPANEL TYPES................13 I 9)ALL DOOR CONFIGURATIONS,UP TO 8 PANELS AND/OR 4 TRACKS,ARE QUALIFIED,SEE SAMPLE CONFIGURATIONS ON SHEET 12.DOOR i SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 10)REFERENCES:TEST REPORTS FTL-6337&633B I Door Size Configuration Design I Certification Width Height (+)psf N psf Numbers 241^ W. )OW 60 60 190.771 203" 120" )=w/astragal 60 65 190-774 203" 96" )O=w/astragal 60 60 190-770 203" 96" X00(w/astragal 80 80 19D-772 INSTRUCTIONS: i 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 DOORS USING i THE HEAVY-DUTY REINFORCEMENT,USE TABLE 2,SHEET 8.FOR DOORS USING THE STANDARD OR I R0H6otl ey Dia Re a0n i COMPOSITE REINFORCEMENT,USE TABLE 3,SHEET 9. ` .;'. • . 2.LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL �•:�E�!-�= ,.t; PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. RB sOO�` Oen RB f 3.CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. mar _ ; 4.FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN _ ® °csa°°�' PRESSURE IS MET OR EXCEEDED,USE THE ANCHOR QUANTITIES SHOWN. _� (n c5 :<L' GENERAL NOTES&GLASS TYPES J ROSOWSKI 5.INSTALL AS PER THE INSTRUCTIONS ON SHEETS 5&6,USING THE ANCHOR SPACING OUTLINED ON ? -`o y ' 1070 TECHNOLOGYORNE Titla• SHEETS 2-4. , <:::,•: N.o �675 VINYL SGD INSTALLATION GUIDELINES 11/18/10 6.ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. �:'?;n}1(. NOKOMIS FL 34274 Set#Al P short DrswfiVft. Rar. A.LW4'MUEIZ,RE CERT.OFAUTH.#2,n96 1470 'NTS 1 OF 13 FLA-SGD470-01 � P.E.B 58705 I i i 2-TRACK CONFIGURATIONS _ !" 1 DETALC2 6• 'Cl THIS SHE 6'MAX. MAX._ SH —_ 1 ANCHOR APPROX.6°, ID`TNLA DETAIL 1 ;W DEraL 62?'OETAIL'[5� DAYLIGHT OPENING(OLOI FORMULAS ANCHOR DETAILE LOCATIONS FOR NONSTRUCTURAL THIS SHEE THIS SNEE —�� THIS SHEE TH7F 55HEEi WIDTH;PANEL WIDTH-&9/16• -{{{ t� II D`AILA LOCATIONS FOR /EXT.1 BYPASS (HEADS SILL) I T- ---, y' HEIGHT:PANEL HEIGHT-8.9116" ®EXT. POCKET CONDITIONS. CONDITIONS. 21.6" ANCIiORSINTO MAX. i _______ _________�__'.�_ .� 12'MAX.O.C. ..• P-HOOK D.C. —'" DLO 7 -r- !� t I _ DAYLIGHT -___---------I ID� - t ////I i AN / , OPENING WIDTH i I - DAVLIGHi' ' 1 ANCHOR Q CENTER O 1 DETAIL 4 OPENING I - ,ANCHOR @ CENTER OF / / SHEET DETAIL B1 EACH PANEL.SEE TABLES DETAIL G1 EACH PANEL SEE TABL / / j//, HEIGHT DETAL E EXT ON SHEETS 889. EXT ON SHEETS 889. �i IS SHEET / t X'OR'O' X' PANELTYPE PANELTYPE --! 3.219 MIN.O.C. // • I t _ - POCKET I ! I 2ANCHORS@CENTER OF 2 ANCHORS @ CENTER OF •DETAIL 1 _ ETAIL 2. I i DETAIL B2 I EACH PANEL.SEE TABLES ON DETAIL G2 . EACH PANEL SEE TABLES BY l SHEET i SHEET 5 (- ----- EE SHEETS 8&9. OTHERS SHEETS 889. EXT. •-- - UNDER / /l ' P EL E7TT,p -- 'I / I I DETAIL 3 HEI HT DLO a'MN.o.c. SEPARATE j+—4'MIN.O.C. j f SHEET S i + APPROVAL) 3.219'MIN.O.C.� � / / DETAILS i / CLUSTER OF 3 CLUSTER OF 3 \� SHEET IF _.... ANCHORS @ STILE ANCHORS Q STILE • INTERLOCK / DETAIL C1 INTERSECTIONS. DETAIL H1 INTERSECTIONS.SEE SHOWN IOF i 1 EXT. SEE TABLES ON .,_ _._• •_ TABLES ON SHEETS 689. _-- _-------� . PANEL r— _---� ANL I(6•HEAD - SHEETS 8&9. EXT. f / / BSILL) i �I 4'MIN.O.C. ' 4'MIN.O.C. 6'MAX.,__ \ % \�- —,-6'MAX.. 4'MIN.D.C. (HEAD&SILL) �(HEAD 8 SILL) DETPE DETAIL F CLUSTER OF 5 CLUSTER OF 5 ANCHORS . _. HIS SHEET S E HROSE TION LE ._-_..` 00 S9TILE NTERSECTIONS. _ �_�I THIS sH C5.2 ANCHOR t -- DETAIL G'I DETAIL 'I BLFS 2.37DETAIL H2 SEE TABLES ON SHEETS THIS SH (THIS SHE �- ' �ETpIL H2 ' -' ': SHEETS 8&9. EXT.- - C3+1 ANCHHOR - IS SHE CONFIGURATION SHOWN; 3.219'MIN.O.C.�-; - -4°fJ,IN.O.C. `NFIGURATION SHOWN; i___, (SEE APPLICABLE DP p TABLES 2,3 OR 6"MAX. 6'MAX. TABLES 2,3 OR 4) j (70 END OFF"—(TO END OF NOTES: ATTACHED JAMB ATTACHED JAMB 1)FOR CONFIGURATIONS,SEE SHEET 12. DETAIL DETAIL F 1 ANCHOR @ 2)FOR ANCHOR EDGE DISTANCE AND ABLE I SHEET 6. 1 ANCHOR Q ' SILL ENDS. 3)DAYLIGHT OPENEMBEDMENT,SEEING(DLO)FORMULAS: EXT.7 - HEAD ENDS. EXT. WIDTH:PANEL WIDTH-&9116' HEIGHT:PANEL HEIGHT-8.9116• NOTE:SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. 4)PANEL HEIGHT=FRAME HEIGHT-Z6- — I { Dw.- Rmhbn: 1.125'-,_ JAMB " I - ` - Rmtsad6y: Dab: Revislun: \ A:� DvlGLlxCDl—B.'375' ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI .190EXT. ` _ - To707ECHNOLOGYVRNE 7WDEXT••TI.000 ..- ".vEHrcEFt342T3 VINYL SGD INSTALLATION GUIDELINES 11/18/10 •,:`v.;•/-rn„�_``''• P.O.Box IWD WEEPHOLE PATTERN @ 24”O.C. WEEPHOLE PATTERN Q SILL ENDS -I±++'" NOKOMIS,FL 34274 se4eanuo4o: Scaw sn e6 o aw4g No. Ror. A.LYNN MILLER,P.E. 470 NTS 2 OF 13 FLA-SGD470-01 P.E.#$8705 CERT.OFAUTH.#29296 i I I I I i - I 3-TRACK CONFIGURATIONS APPROX.B'. DETAIL fi'' DETAIL BT DETAIL Ct HETET-�2 OETML C? DETAIL D NONSTRUCTURAL-� r THIS SHEE THISSHEET THISSH THIS SHEET HIS SHEET THIS SHE (HEAD 1,1111) I -1, --- I MAX. _]____ ________ ___ _ 8'MAX. J�' \..__ DETAIL E ANCHOR / / DAYLIGHT i_ I_L_ DETNL ANCHOR AEXT. LOCATIONS FOR / I OPENING LOCATIONS FOR -' BYPASS I WIDTH I I � T' 'i POCKET CONDITIONS. / I / I4 i CONDITIONS. 21.8- I SHEET 5 DETAIL ANCHORS INTO MAX. 12'MAX.O.C. I p-HOOK. O.C. / iI THIS SHEE -•I '� WOR Or 'X' 'X'OR'O' PANEL TYPE PANEL TYPE I PANEL TYPE ! 1 ANCHOR @ 1 ANCHOR @ POCKET ///7`' DETAIL 1 I I CENTER OF EACH BY 1 ' SHEET J� CENTER OF EACH DETAIL B1 PANEL SEE TABLES DETAIL G1 PANEL.SEE TABLES / OTHERS / _� ON SHEETS 8&9. EXT.T ON SHEETS 889. 'UNDER ! SHEET SHEET EXT. -- / - IDETAIL 3 FF a MIN.O.C. SEPARATE SHEET 5 APPROVAL) ASTRAGAL NTERLOCK 2ANCHORS @ / I SHOWN SHOWN > 2 ANCHORS @ CENTER OF • I DETAIL 5 r--- 4.75'CENTER OF EACH DAYLIGHT i IoETAIL B2 :DETAIL G2 EACH PANEL SEE TABLES • I SHEET / OPENING O.C.PANEL SEE TABLES ON SHEETS 889. a HEIGHT ON SHEETS 889. EXTJI EM.V rk.OF I SOF I �. / PANEL r -'1 PAA.EL— ---. o 3.219•MIN.O.C.--j 4'MIN.O.C. _/. _—r ~`� -- ^/ (@ HEAD .' CLUSTER OF 3 . ....,... __ — $5 ! ANCHORS @ STILE -- �"'\CLUSTER OF 3 _�� __ _J� DETAIL CT INTERSECTIONS. DETAIL H7 ANCHORS @STILE (HEAD 8 SILL) I —T'---"' I 6'MAX., EXT.T SEE TABLES ON INTERSECTIONS.SEE DE7AtL G1 DETAIL H2 DETAIL H1 DETAIL G2 -moi (HEAD$SILL) SHE 8&9. EXT.7 TABLES ON SHEETS 8&9. IS SHEET HIS SHE IS SHEET I1I5 SHE- DETAIL F �� THIS SHEET -4•MIN.O.C. 3219'MIN.O.C. CS-1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION I SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP I 4'MIN.O.C. TABLES 2.3 OR 4) TABLES 2.3 OR 4) 4'MIN.O.C. CLUSTER OF 5 DETAIL H2 Jgpig pp "- -- -�- ANCHORS @ -- """" CLUSTER OF 5 ANCHORS 1.125 I-I gl 4.76• STILE @ STILE INTERSECTIONS. O.C. I INTERSECTIONS. 2.37T . SEE TABLES ON SHeETSSEE TABLES ON .000' EXT.V SHEETS 8&9. . I�I .. l z oEra�C2 3219'MIN.O.C. �-3.219'MIN.O.C. ) B-MAX. 1.375' 8•MAX. (TO END OF ATTACH DFJAMB dB0' !.500' I (TO END ATTACHED JAMB EXT. EXT.7 1A00' 11 F DETAIL D DETAIL F 1 ANCHOR@f 1 ANCHOR @ SILL ENDS. EXT.® _ HEAD ENDS. EXT. W ff?.qLE PATTERN @ 24.O.C. WEEPHOLE PATTERN @ SILL ENDS j '.'i�::`I '�l r/• ReNeeABy. Dnte: RevBbn: S '`,- "E7• = :?'C RetdB1: Dem: I ftwf0: IT NOTES: _ .+�"�: C 7' Lq Desafpmn: Drawn By. 1)FOR CONFIGURATIONS,SEE SHEET I2. - [Oils _ ANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI 1r_. 2)FOR ANCHOR EDGE DISTANCE AND _ -� �; ' �t, . EMBEDMENT,SEE TABLE I SHEET 6. 1070TECHNOLOGYDRIVE 775. Dem: ' 3)DAYLIGHT OPENING(DLO)FORMULAS: '••.'`LC•f.`.�v '.•• MVFNICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 WIDTH:PANEL WIDTH-8.9116' �� P.O.BOX 1529 { HEIGHT:PANEL HEIGHT-&9116' '!•��;,� •"•(`I +�'•' NOKOMIS,FIL 34274 Sadas�fdek Smfn Shoat Omwflp Ab. 4)PANEL HEIGHT=FRAME HEIGHT-2.5- A.L1' d MILLER,P.E. ' P.E.#58705 CERT.GPAU7U r2929s 470 NTS 3 OF 13 DP 1 I i 4-TRACK CONFIGURATIONS APPROX.6, DrgyL�,A EllAkll,02 '.T. T.'S�ZLCI SH-DET EET T MEN& (HEAD&SILL) I 6. V MAX, MAX. ---- --- --- --- IY__ ` ( - I i� J� .`� DETA ANCHOR DETaL A ANCHOR DAYLIGHT LOCATIONS FOR OPENING WIDTH J� -4EXT. -4EXT. LOCATIONS FOR L BYPASS S POCKET CONDITIONS. CONDITION 21.6* ANCHORS INTO MAX. T.L E i 12,MAX.C.C. P-HOOK D.C. IS 1E. X OR'0' W X ORV T_ PANEL TYPE PANEL TYPE PANEL TYPE POCKET PANEL TYPE -"'E ON =DET,L G71 ETAIL 2 ANCHOR @ BY ____9UETA'CiW 1 ANCHOR 0 CENTER OF CENTER OF EACH PXT.V OTHERS DSHEET ETAIL EACH T, EACH PANEL.SEE PANEL SEE TABLESES TABLES SHEETS 8 9. ON SHEETS 8&9. (UNDER OFTAJL 3 EXT.T SEPARATE/I ET VSHEE7 /APPROVAL) INTERLOCK ASTRAGAL INTERLOCK SHOWN SHOWN SHOWN DAYLIGHT OPENING 2 ANCHORS ET 5 CENTER OF HEIGHT DE7aL 82175'EACH PANEL. 4MIN.O.C. 2 ANCHORS CENTER OF O.C.0 EACH PANEL.SEE TABLES I D.0SEE TABLES [D:�:,AL �2 0 F _q2] ✓ SOF ON SHEETS ON SHEETS B&9. EXT. PA�EL I6'MAX EXT.v B&9. ,PANEL HEAD &SILL) 3219"MIN.O.C. 3219"MIN.O.c (H —.ET.L &SILL) CLUSTER OF 3 7— , I" EAD&SILL) DETAIL C'I ANCHORS @ STILE CLUSTER OF 3 DETAIL H21 -] A HIS SHE FD-A F IL EXT.' INTERSECTIONS. ANCHORS Q STILE SHEET SEE TABLES ON INTERSECTIONS.SEE �M� SHEETS 8&9. IFSTAI H1 TABLES ON SHEETS 8&9. CS-1 ANCHOR CONFIGURATION C3t2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP EXT.v TABLES2.3OR4) TABLES 2.3 OR 4) 4'MIN.O.C. 3.219'MIN.D.C. 4'MIN.D.C.--",/ 4'MIN OZ. 1.125--_l JAMB oEraL H2 CLUSTER OF 5 0,0" L CLUSTER OF 5 4.7 ANCHORS ANCHORS®STILE @ STILE TYP O.C.CINTERSECTIONS. 2.375'TYP. INTERSECTIONS. SEE TABLES ON SEE TABLES ON SHEETS 0&9. SHEETS 8&9. DETAIL V EXT.v 2 1.37 500 EXT.V 3219'MIN.D.C. 3.219'MIN.O.C. 0- 6"MAX. WMAX. EXT.V .190, (TO END OF EXT.v 000" {TO END OF ATTACHED ATTACHEDJAMB I CHEDJAMB DETAIL EXT.T Vy�F WEEPHOLE PATTERN SILL ENDS (go I ANCHOR.@ ,p.HpLE.PATTERN 24-O.C. ANCHOR @ IS Rld SILL END '0' ar D.J... RWbIM, EXT.T HEADENDS. Rf-dBy. D.W: RvlW., NOTES D—Br. 1)FORCONFIGURATIONS,SEE SHEET 12. • J ROSOWSKI 2)FOR ANCHOR EDGE DISTANCE AND ANCHOR LOCATIONS(4 TRACKS) EMBEDMENT SEE TABLE 1 SHEET 6. 107 TECHNOLOGYDRIVIE I VIENICF,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 WIDTH:PANEL WIDTH-89116' P.O.BOX 1529 1 1 3 HEIGHT PANEL HEIGHT-89116' 0 1 To" DAYLIGHT�PENING(OLD)FORMULAS: N. tTILLER,P.E. NOKOMIS,FL Wm SboA..w- t DM"V Na 4)PANELHEIGHT FRAME HEIGHT-2.5' CERT.OFAUrH.#2920 1470 NTS 1'4 OF 13 FLA-SGD470-01 i DETAIL 1 DETAIL 2� DETAIL 26 DETAIL 3 TO MASONRY AStRAGAL INTERLOCK INTO MASONRY 1X OR 2X WOOD -1 BUCKSTRIP,SEE i CONCRETE/CMU i-- E,EMBEDMENT AND EDGE REQUIRED IF DOOR - BUCKSTRIP NOTE 4,SHEET 1 DISTNCE PER SUBSTRATE,SEE TABLE 1,SHEET 6 24 HEIGHT IS OVER OB' PER NCHCR % EDGi< CONCRETE/CMU E REQUIREMENT �t 36'ASTRAGAL ADD-0N 2ggf2Q 65 , DISTNCE I ✓ PERNCHOR I NONSTRUCTURAL / 30 ASTRAGAL ADD-ON REINF. �� �o L~ REQUIREMENT EMBED-•• - ANCHOR 40 "L--"-"� #10 X 2-1112'SMS EMBEDMENT i REINFORCEMENT SCREW;S (� I HENT• -- 2p OPTIONAL EQUALLY-SPACED PER QUA LY-SPACE I- - • • •�•`' TIn 6Q EQUALLY-SPACED AND 7- FROM ' ilpl it - • I I 114'J -_- C:/� �.-- INSOTALLED).(FACTORY l(Q�l .o o __ _ I' _.AND EDGEDS DISTANCE PER TYP ANCHOR TYPE.EMBEDMENT } MAX. 21- Q 5_�`..-- 'I �. ...... "``-_a`} C�JcJ a it � —� "-� 'SUBSTRATE,SEE TABLE 1,SHEET 6 4 S. ' � L ' --4 `INTERLOCK loll I t GEa 9 sow EXTERIOR 26 - ----- ( (\�) . DISTDANCE BOX SCREEN POCKET P,HOOK 99103 _(•• LOCKSTILE 94, PANEL WIDTH I PANELWIDTH moo ' 1/4'MAX FOR ! LOCKSTIFOR 6 ---- DOOR FRAME WIDTH -- — TYP.ANCHOR TYPE,EMBEDMENT ASTRAGALS, L_--_.J ---•DOOR FRAME WIDTH AND EDGE DISTNCE PER FIXEDBSTRATE,SEE TABLE 1,SHEET 8 / STILES AND —1---� 114'MAX.--1 \g\g I / SU HORIZONTAL `1 RAILS 1EDGE ._.11 111.7) I T— '- a/ I r� SEE NOTES G�f�� _ �,� EDGE 3&6 DISTANCE /� T• #S X 3f4'SMS REINFORCEMENT c� =-� I"I q 'DISTNCE 1J BELOW 1 i ! SCREW;3 PER RAIL.LOCATED ---) -- _ ) AT CENTERLINE AND V-MUM r I L ENDS INSTALLED) a FOR NP.NCHOR TYPE, 2-3f8'ROW -® 6 Wry _-� - e 8 ) 2.318'ROW 4 __ a INTERLOCKS SPACING __ o SPACING EMBEDMENT v —' /J ONLY DISTANCE PER SUBSTRATE, 7 � I SEE TABLE I,SHEET 6 � J EMBED- C- EDGE __ ._ .`_' -____ MENT DISTANCE FRED PANEL CLIP ,CONCRETEICMU -- AND ANCHORS,SEE176 • -- PERANCHOR ! DETAILSHEET7 STANDARD SCREEN { 2XWOODBUCKSTRIP EMBEDMENT- --•-I FIXED STILE t1t REQUIREMENT i OR FRAMING,SEE TYP.ANCHOR TYPE,EMBEDMENT _ EXTERIOR t25 -^f 114'MAX. NOTE 4,SHEET 1 ND EDGE DISTANCE PER SUBSTRATE, 2X WOOD BUCKSTRIP PANEL WIDTH ------ SEE TABLE 1,SHEET 6 OR FRAMING,SEE EDGE NOTE 4,SHEET I DETAIL 3 DETAIL 2 DETAIL 3 DISTANCE CE INTO WOOD INTERLOCK INTO MASONRY, -- - �� ANCHOR I I EbIBED- 174- If MENT MAX. NOTES. _ -`--� - t)DETAILS APPLY 70 2,3 AND 4 TRACKRmf, / d CONFIGURATIONS. ;•, t,.(�,Y;.iet �,' {., BY' Illb. RaH�an: I OIOPTIQNAL �+f� 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. P-HCOK G _ RoWW Sr. DaW am w: 45 REINF. 3)SEE TABLES 2 8 3 FOR REINFORCEMENT _ 5 PLATE(12'LONG. REQUIREMENTS. PANELIV Ij ____ 4)CONTINUOUS ANCHOR PLATE,ITEM#8•IS _ { REQUIRED AT ALL FRAME ANCHOR LOCATIONS. DaBd 0l. 46P-HOOK ,� n 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK „-1 c•(,`. D'c ..,_ HORIZONTAL INSTALLATION DETAILS J ROSOWSKI REINF. EXTERIOR OR ASTRAGAL ADDON. IM; Il :••!(%'� PLATE SMS, POCKET 6)ALL REINFORCEMENTS ARE APPROXIMATELY :T^ "I� - 10707ECHNOLOGYDRIVE TMe: Dam: #10X1-114' P-HOOK THEFULLLENGTHOFTHEEXTRUSION.REFERTO ��% ••'- tcT•.-'.,r ,�` VINYL SGD INSTALLATION GUIDELINES 11/18/10 P � •.,1'.Ci'. ,. MVENICE,FL 31275 (5)@#210 O.C. TEST REPORTS FOR EXACT DIMENSIONS. `•\" P.O.BOX 1620 DETAIL 1 �Y°?PIP:.- NOKOMIS,FL 54274 sd..wy t Score: SAwt D..bg No. — Rot•. INTO WOOD-� A.rL`t/I�Ij MILLER,P.E. CERT.OFAUTH.A20286 470 NTS 5 OF 13 FLA-SGD470-01 z P.E.#58705 E I i i I I i DETAIL _ _ IMO MASONRY DETAIL 4 DETAIL 4 DETAIL 4' 1X BUCKSTRIP IMO WOOD j INTO MASONRY TYP.ANCfiORINPE,EMBEDMENT AND IMO ALUMINUM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PERSUBSTATE, MI .7 KSI CONCRETE @ -EDGE DISTANCE PER SUBSTRATE, TY . CHOR TYPE,EMBED ENTAND 1 SEE TABLE 1,SHEET 6 HE ER ANCHOR SEE TABLE 1,SHEET NP.ANCHOR TYPE,EMBEDMENT AND EDGE DIS PER SUBS ATE, REQU1 M,SEE EDGE DISTANCE PER SUBSTRATE, _*DIS�T�ANCE EDGE 1!B•MIN.8083-TS 2.318• SEE TABLE 1,SH ALUMINUM SUBSTRATE TABLE 1,SEDGE -- SEE TABLE 1,SHEET 8SPACING r EDGE 2-318' ROW DISTANCEDISTANCE EDGE ROWyROW —+.{{EMBE0. i ° DISTANCE SPACING PACING I•-MENL o • , ° d — EMBED- „ ,' •, j - -- -7114' L-J +7. 1 L__1 T1/4• . METAL SUBSTRATES TO BE PROPERLY DESIGNED 8 MAX. 16 6 MAX' B i TO TRANSFER LOAD IMPOSED ON THEM t I U 1 e0 TYP.ANCHOR TYPE,EMBEDMENT AND #6 X 3!4•SMS EDGE DISTANCE PER SUBSTRATE, ) 1X OR 2X 40 — REIN FORCEMENTSCREW; TABLE 1,ANCHOR TYPES: i SEE TABLE I,SHEETS 18 GA STEEL STUD OR A36 i WOOD 7 90 8 7 PER STILE,LOCATED AT EDGE STRUCTUALSTEEL SEE i BUCKSTRIP, - CENTERLINE AND 6',9'8 $UIYJtrPte Anchof .,Minimµm, Mln Edge '�DISTANCE SUBSTRATE tU NOTE 4, 3 12'FROM ENDS(FACTORY TYPa INSTALLED). .. a:"'. ..^„ ':..- ,...H... .�.,�... ..:•..,,, Embedment:; DjstaOee.;;; SHEET 1 FOR 012 Sheet Metal Screw(G5) 1318' 374` 130 LOCKSTILES, - I P.T.Sauthem Pine 1/4'Elco L truCon 1-112, 1314' -i a (I ASTRAGALS, Q '�1;Lt (SG=.55) EXTERIOR FIXED STILES 9 114"Elco Crete-Flex SS4 1.1/7 1.3/4" AND HORIZONTAL Aluminum.6063.75 min. 912 Sheet Metal Screw(GS) 0.125' 12' illi 0 �j RAILS Steel Stud,Gr.33 min. 012 Sheet Metal Screw(G5) 18ga(0.0051') 112' JJJ AW Steel #12 Sheet Metal Screw(G5) 18ga(0.0451•) 112' 1 DETAIL 4 SILL RISER VARIES ' t WITH REQUIRED .13...`P.T.soulhem Pine(SG=.55) #12 Wood Screw(GS) 13/8' 3r4' IMO STEEL 3 w ® POSITIVE DESIGN >`� Concrete(min.27 kslJ 1!4'Elco UkmCon 1318' 1• METAL SUBSTRATE DETAILS SHOWN FOR HEAD 3 VIII—r E w PRESSURE,SEE TABLE {'�:: IS DETAILS APPLY TO FRAME JAMB AND SILL, FRAME I u) u SEE ! A,SHEETS B 8,9. `'L'�i:�, Concrete(min.3.35 ksi) 1/4'Elco Crete-Flax SS4 1314' 1- EXCEPT POCKET JAMB) HEIGHT, I o PANEL NOTES o 18� 'SJ: rn 114'Elco UllmCon 1-114• 1' SEE I� HEIGHT p 386 x 18 :'`i• Ungrouled CMU.Jambs Only i TABLES BELOW O O ay; (ASTM G90) 1/4'Eko Crete-flex:SS4 1-114' 1314' 2&3 i w HEIGHT• I Ilj1� m i� I 17 ?•,:` Cancmte(min.27 ksi) 1/4'Elco UamCon 13/8' 2.12' 2.,12• 4-5l8' I V 77TH 4•in6' l U Concrete(min.3.35 ksl) 174'Elco Crate-Flex SS4 1314' 2-U2' i RISER n RISER 13.1'2 Ungrouted CMU,Jambs Only 114'Eico 1JItmCon 1-114' 2.112" i a Q; Y.y J RISER 43 qq I (ASTM O90) 1/4'Eleo Qete-Flex SS4 1-114' 2.117 i 127_ NOTES , I 3 I ! 1> 12 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 1 9 12 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPACING. �� 3)SEE TABLES 2 8 3 FOR REINFORCEMENT REQUIREMENTS. i 121 91 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. j l 13 101102 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 1 15 Y 8 (� 9 14 Q 8 p 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER , °y U lfJi TO TEST REPORTS FOR EXACT DIMENSIONS. i 1.11/16ff' dem® _ I.xnJ� r 6alrtxJ �7 _( 1 •;( 'Yi; RerMa08y: Dem: ReNeluu 1 _ L_ GROUT AS _ _ `.�Q` .•'.•-s.;.'.,`.t.•``+ l 114• NEEDED, L--• 114" :a` •'•�:d:�+..: MAX. •EMBEDMENT• i, SEE MBE MAX_ ' .:Y Rev4M: I • •, • NOTE 5, - !L SHEET; --�T: >!].:'-'�-5 • MIN.2.7 KSI = CONCRETE @ 2X WOOD BUCKSTRIP EDGE I y:` B OosapBorc OX EDGE ° SILL PER ANCHOR _rJ;� DISTANCE REQUIREMENT, OR FRAMING,SEE DISTANCE �j- Ip�tS •.`i:;\: VERTICAL INSTALLATION DETAILS J ROSOWSKI NP.ANGHORTYPE,EMBEDMENT NOTE 4,SHEET 1 TYP•ANCHOR TYPE,EMBEDMENT _ cay�E O: _ I AND EDGE DISTANCE PER •ti 1070 TECHNOLOGYDRlVE T18e: AND EDGE DISTANCE PER SHEETS '•.�'I r,;;li1;.•',•(.y':` N.VENIC&FL 34276 SUBSTRATE,SEE TABLE I,SHEET B SUBSTRATE,SEE TABLE I,SWEET ��.�••'C71••.:::.. - -�; P.O.BOX 1628 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 5 DETAIL 5 !f;:r �_ INTO MASONRY INTO WOOD :! ;,' ;.1 Nohvmfs FL 34274 Sri1a Shat UsMp Ab, Rar. A.LYNN MILLER,P.E. CERT OFAUTH Y28296 470 NTS 6 OF 13 FLA-SGD470-01 P.E.#58705 i I I 1) IN 2)INSTALL HEADER BLOCK TO HEAD BLOCK ATTACHMENT ASSEMBLY (6)ANCHOR CLIP INTO \ CLIP INTO BLOCK 50 JAMB TO HEAD TYPE AS USED PANEL a FRAME INSTALL ONE BLOCK AT IN INSTALLATION, STILE ° 1.5"SMS JAMB& EACH INTERLOCK. `` VrL TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL �\ a SEE ONE BLOCK THAT (3)#10 X ' f I ° TABLE 1 SPANS BOTH PANELS. _.... d� i (3)#8X1" a .� I(n I 4 f iC j y! SMS �Igl7❑ ( fid., '( " o I� I ' r FIXED FIXED PANEL CLIP U— PANEL 58 INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL-TO-FRAME\ I (2)1/4"x 20 x 2-1/4 j CLIP JAMB LOCATION. THREAD-CUTTING j j N SCREW (2)#8 X 1" SMS SEE PLATE COVER® ` 6B #10 X 2"SMS(4)—� I ABLE 2 REINF.PLATE© \` SHEET B� X 1-3/4 SMS©� T J - i � 10 I , KEEPER "Q ; JAMB TO SILL ASSEMBLY \ �—, % �_ � , � j �=, � KEEPER TO JAMB ; \�` i LOCKING JAMB ATTACHMENT Oxxx REINFORCEMENT PLATE SHOWN : 1 FOR DOORS OVER 96".10 ANCHORS 1 \\ 3,8,9,12" @ 10 KEEPER ,8 46.5'FROM EACH END NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LF 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. ` `r:3 1 r 3)SEE TABLES 2'&3 FOR REINFORCEMENT REQUIREMEMS. \ `'i\/ I i \�I 4)CONTINUOUS ANCHOR PLATE,ITEM D3,IS REQUIRED AT c V I INTERLOCK ALL FRAME ANCHOR LOCATIONS. © __ — -- \" �� ®(4)#10X' REINF. ^ 4 2"SMS i �\ COVER -- --- INTERIOR EXTERIOR INTERLOCK REINF.® :.iil:,... R. °\ PLATE `'�'•• ,_f:i.: Nf wf By. Data Redaba I BOTTOM RAIL 11 SUPPORTI SMS I \:.•'..-i2.`i:i,g '`'9 I I A \,i..• \:" ReHm08y. Data I Rertsbre (z)#10 X 1"SMS _ ,`.`,b' THROUGH SUPPORT,—\ INTO PANEL i•z-- r=_ uasatrdoa D.-sy. 4 10 x 2"SMS PANEL G� j ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER 6.�, : - ASSEMBLY � ro79TECHNOLOGY DRrvE TMa P.N.VENICE FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 CLIP ATTACHMENT ALL PANEL CORNERS WELDED, ;`c, •;••`} GC O.BOX 1529 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS 1 NOxOMIS.Fl3eZ74 may; sn.� asxmyNa Ror ..A.LZp ERb�O5 P.E. CERT.OFAUM.#29296 470 NTS 7 OF 13 FLA' ' I I i I TABLE 2: j l�fiiA ;;a:. `• Anchor and SubstrateSeries 470 Anchor Quantities and Design Pressures using Heavy Duty Reinforcement TOTAL p OF ANCHORS CLUSTERED Type.See Table 1, MEETING NG POINT.(EX:FOR C3 1,UGH THE HEAD&SILL AT,ANCHORS ^CH PANEL :o. 3 • r'J = FRAME HEIGHT(IN) sheet REQUIRED AT PANEL MEETING POINT AND I - - ; 80 &{ 96 108 120 ANCHOR REQUIRED AT MIDSPAN OF PANEL). NOM. 1 ANCHORAGE TYPE PER SUBSTRATE ",'?,'. .�.•1"'`, PANEL FRAME REQUIRED TO ACHIEVE THE DESIGN ✓� ;0^'(� ,.', WIDTH SIDE A B C { D A 8 C D A B C D A B C D A B C D PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE (IN) TABLE 1,SHEET 6,FOR COMPLETE A.LYNN MILLER,P.E. ANCHOR LIMITATIONS. P.E#58705 Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 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 6 6 6 6 6 6 6 6 TABLE KEY: NOM,' O o 24 P-hook 8 8 8 8 8 8 8 89 BO9 9 9 10 10 10 10 11 11 11 11 PANEL FRAMEI A WIDTH SIDE Design +80.0 +80.0 +60.0 +80.0 +80.0 +60.0 +80.0 +80.0 +80,0 + .0 +60.0 +80.0 +60.0 +60.0 +60.D +60.0 +60.0:+60.0 +60.0 +60.0 ?{IN) Pressure 50.0 •60.0 60.0 •80.11 -80.0 50.0 -80.0 60.0 60.0 -80.0 •80.0 50.0 65.0 •65.0 •65.0 •65.0 65.0 65.0 65.0 65.0 (, :.!: Head 8 Sill C11 0 r Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 f C3+1 C3+1 C3+1 0 Q Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 Z4.•;' P4,aok� a cE 30 P4=k 8 8 8 B 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 proaaure +.ao•o Z J LL Design +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0.+80.0 +80.0 +80.0 +60.0,+6D.0;+60.D.+60,0 +60.0 +60.0,+60.0.+60.0 -) Pressure .80,0 •80.0 •80.0 -60.0 -60.0 •80.0 -80.0 -S0.0 -80.0 -80.0 -80.0 ' -80.0 $5.0 . -65.0 E'i5.0 55.0 &5.0 i •65.0 : .65.0 •650 NOM. I W PANEL=FRAME WIDTH C) M Head 8 Sill C3+1 C3+1 C3+1 C3+1 C5+1C3+1 C3+1 C3+1 C5+1 C5+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+1 C5+1 C3+1 WIDTH #OF PANELS r i N (J.. i Jamb 5 5 5 5 5 5 5 5 5 S 6 5 6 6 6 6 6 6 6 6 w Q 36 P41ook 8 0 8 8 8 6 8 8 9 9 9 9 10 10 10 10 11 11 11 11 THE MAXIMUM NEGATIVE DESIGN m 0 Design +80.0 +80.0 +80.0 +60.0 +80.0 +60.0 +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 PRESSURE AT THESE ANCHOR Q Pressure -80.0 •80.0 -80.0 -80.0 -80.0 50.0 •60.0 50.0 50.0 •80.0 50.0 60.0 •65.0 •65.0 •6.5,0 -65.0 65.0 65.0 65.0 65.0 QUANTITIES. THE MAXIMUM POSITIVE OP AT THESE Q Head&Sill C5+2 C3+2 C3+1 1 C3+1 C5+2 C5+2 C3+1 i C3+1 C5+2 C5+2 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 L1J J ANCHOR QUANTITIES.ADDITIONALLY, J s!Z + Jamb 5 5 6 5 5 5 6 5 6 5 7 5 6 6 6 6 6 6 7 6 THE MAXIMUM DP FOR THE SILL HEIGHT 42 P-hook 8 8 8 6 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 MUST ALSO BE CONSIDERED,SEE (n N , TABLE A.THIS SHEET. [n Z Design +80.0,+80,0 +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 l W _ Pressure -80.0 -80.0 50.0 50.0 50.0 •80.0 -80.0 50.0 60.0 50.0 -60.0 50.0 65.0 65.0 65.0 •65.D •65.0 65.0 •65.0 65.0 TOTAL#OF ANCHORS THROUGH THE P•HOOK. d Ur j Head&Sill C5+2 CS+2 C3+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+1 C3+1 C5+2 - C5+2 : C5+1 C3+1 TOTAL#OF ANCHORS Z j Jamb 6 5 7 5 6 5 7 5 7 6 8 5 fi 6 7 6 7 6 8 6 THROUGH THE JAMB. 0 J 48 P�Iook 8 8 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 ! } p Design +00.0 +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60,0 +60.0 +60.0 +60.0 FIGURE A: i 0 z Pressure V. 50.0 50.0 � -80.0 -60.0 -80.0 50.0 50.0 -60.0 50.0 60.0 50.0 65.0 55.0 65.0 55.0 •65.0 •65.0 •65.0 •65.0 ON LENGTH I Head 8 Sill C3+2 C3+2 'C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 C5+2 C5+2 'C3+2 C3+1 DOOR ASSEMBLIES INSTALLED TABLE A: WHERE THE OVERHANG(OH)RATIO Jamb 5 5 6 5 5 5 6 5 6 6 7 5 IS EQUAL TO OR MORE THAN 1 ISTHE @ n ; 54 P-hook 8 8 8 8 8 8 8 8 9 9 9 9 Wator•Llmitod(+)Design Pressure LESSER EXEMPTED FROM WATER > F 9 +60,0 +6D.0'+60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60,0 +80,0 +60,0 +6(1,0 Nominal Sill Actual Sill Max + Allowed VALUE OF w INFILTRATION.THE OVERHANG Desi n = RATIO SHALL BE'CALCULATED BY Pressure 60.0 60.0 60.0 . -60.0 60.0 60.0 60.D •60.0 50.0 60.0 •60.0 •60.0 He1gM Heigh () ANBD LEA o THE FOLLOWING EQUATION: 1.11/16' 1,688° Owthang Read(Fig A) TABLE 2 Head&Sill C3+2 C3+2 .C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 CS+2 C5+2 CS+2 C3+1 OH RATIO=OH LENGTHfOH HEIGHT ti ? Jamb 5 5 6 5 5 5 6 5 6 5 7 5 3117 DETERMINES 3.464° +60.0 Psf THE 60 P•hook 8 8 8 8 8 8 6 8 9 9 9 9 4.1116' 4.037' +BO.O psf WATER +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 4.518' 4.614100.0 psf LIMBED ' + Design (+)DP i Pressure 60.0 60.0 60.0 50.0 -60.0 60.0 -60.0 60.0 50.0 60.0 50.0 60.0 NOTES1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURA I I lej Ashman Astr64aI Ad n j Tc,Bolen 3lreet;10) - 3)SEE SEE TABLES 2.4 OR ANCHOR LOCATION &SPACING.i. InledoGk LocWFi>t ed Stile Astragal Astragal Addon Top/0odom Reil "?tete(Pflrt1F 24,25) i Part#29 Part#26 Pad#28 Part#30 Partes 26 Reqtored Wr Heights over 96' 4)CONTINUOUS ANCHOR PLATE,ITEM#8.IS REQUIRED AT ALL FRAME I ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. t II I I I I ' I 1 TABLE 3: Series 470 Anchor Quantities and Design Pressures using Standard or o Anchor and Substrate Composite Reinforcement = S Type.See Table 1, FRAME HEIGHT(IN (O 1S r Sheet 6 84 96 TOTAL#OF ANCHORS CLUSTERED V �� zT�,L°CF 1 THROUGH THE HEAD&SILL AT EACH PANEL NOM. j MEETING POINT.(EX:FOR C3+1,3 ANCHORS n 'C PANEL FRAME REQUIRED AT PANEL MEETING POINT AND WIDTH SIDE A Is C D A B C D A B C D ANCHOR REQUIRED AT MIDSPAN OF PANEL). I!.. 1 R. I A.LYNN MILLER,RE i ON) I ANCHORAGE TYPE PER SUBSTRATE PAM 58705 REQUIRED TO ACHIEVE THE DESIGN Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 101+1 C3+1 C3+1 C3+1 ' C3+1 C3+1 PRESSURE,USING THE ANCHOR O O Jamb 5 5 5 5 5 5 5 i 5 5 5 5 5 QUANTIES LISTED BELOW.SEE P 00 24 P-hook 8 8 8 8 8 8 8 8 9 9 9 9 TABLE 1,SHEET 6.FOR COMPLETE ANCHOR LIMITATIONS• Q Design +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 j+60,0 +60.0 +60.0 +60.0 +60.0'+60.0 O Ur Pressure -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 .60.0 -60.0 ' -60.0 -60.0 -60.0 TABLE KEY: Nda, PANEL FRAME O Head&Sill 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 WIDTH SIDE A (0 g Jamb 5 5 1 5 5 5 5 5 5 5 5 5 5 ,.l{N).,:_ Z &LL 30 P-hook a 8 8 8 B 6 8 ! 8 - 9 9 9 9 .(' HaJaT Sill C3+1 W Design +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 I+60.0 +60.0 +60.0 +60.0:+60.0 +80.0 ,(2q:..:> P-0ook a 0$ Q co Pressure .80,0 -60.0 -60.0 -80.0 -60.0 -80.0 -80.0 -60.0 X0.0 -80.0 -60.0 X0.0 Doslgn +6).0 M i Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Pressure X0.0 U) 4'- J Z O Jamb 5 5 5 5 5 5 5 5 5 5 5 5 NOM, O O 36 P11ook '8 8 8 8 8 8 8 8 9 9 9 9 PANEL=FRAME WIDTH Q WIDTH 9O PANELS Design +60.0 +60.0;+60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 Q Pressure 160.0 -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -80.0 160.0w I -60.0 JjiN THE MAXIMUM NEGATIVE DESIGN QZ Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 PRESSURE AT THESE ANCHOR QUANTITIES. Jamb 5 5 5 5 5 5 5 5 5 5 5 5 W 'Z 42 P-hook 8 8 8 8 8 B 8 8 9 9 9 I 9 THE MAXIMUM POSITIVE DP AT THESE u. Q ANCHOR OUANnTIES.ADDITIONALLY, Design +80.0 +80.0 +80.0,+80.0 +00.0 +60.0 +60.0 +60.0 +80,0 +60.0 +80,0 +60,0 THE MAXIMUM DP FOR THE SILL HEIGHT D C7 Pressure -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -O0.0 -60.0 -60.0 -60.0 MUST ALSO BE CONSIDERED,SEEZ TABLE A,THIS SHEET. (� J j Head&Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 6 5 TOTAL#oFANCHORS I w z o �41 P-hook 8 8 6 8 8 6 8 8 8 9 9 8 THROUGH THE P-HOOK ,gy§ TOTAL#OF ANCHORS Design +80,0 +6D. +60.0 +60.0 +6p.0 +80.0 +80.0 +60.0 +60,0,+60.0•+60.0 +60.0 THROUGH THE JAMB. Pressure 160.0 160.0 •80.0 -80,0 -60.0 -80.0 160.0 -e0.0 -60.0 -60.0 -80.0 -60.0 l '"- �Remfory:ementaR.equired,i5ee,!?prtaOnSheetl0) ,. •:-,;'; , ® �+�,�� I FIGURE A: Ntelfoek LoeklFlxed Slue Astragal Astragal Addon ToplBottam Rail i Standard Pad#28 ParGt 26 Partq 26 Pad#30 1 Pad#28 - OH LENGTH x pa: f Therinal-Option Pad#28 Part#27 Pad#27 Part#30 Part#27 DOOR ASSEMBLIES INSTALLED E = a WHERE THE OVERHANG(OH)RATIO IS EQUAL TO OR MORE THAN 1 IS TABLE A: EXEMPTED FROM WATER THE w INFILTRATION.THE OVERHANG Water-Limited(+)Design Preseum LESSER = RATIO SHALL BE CALCULATED BY NOTES Nominal Sill Actual Sill VALUE OF O THE FOLLOWING EQUATION: { 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. IgM Haight Max.(+)DP Allowed TABLE A ON RATIO=OH LENGTHIOH HEIGHT 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. AND 3)SEE TABLES 2&3 FOR REIN88"FORCEIAENT REQUIREMENTS. 1-11/16" 1.8Overhang Reqd(Fig A) TABLE 3 4 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME DETERMINES i ANCHOR LOCATIONS. 3.112' 3.484•' +80.0 pst THE 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 4.1116' 4.03T +80.0 psi WATER I 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. LIMITED ( i 4,148' 4.614' +100.0 par (+)DP, f I i 3.000' 1.595" 1.570" .430' j_F_ _T 5. 1 .125" 1.688" REINFORCEMENT .300 2.768" .400' 2.768" mu I RIGID PVC 1 368* 1 ��- I ILI t COVER .110" 2.833' __T 2. (D 2 TRACK HEAD/JAMB2 TRACK SILL 229* L__ 1 -1 -­ --.125' A RIGID PVC RIGID PVC .120 .182" .120j�!�--.182' 8.250- . 2.607'---1 T I i 8250 REINFORCEMENT (g TOP.BOTTOM TOP'BOTTOM INTERLOCK.300 INTERLOCK .400 PLATE AND STILE ANDSTILE REINFORCEMENT @REINFORCEMENT 1.8112. VIH 6005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6,00545 ALUM. ILJF- 6005-T5 ALUM. 110--lUL-11 6006-T5 ALUM. COMPOSITE 3 TRACK HEADMAMB RIGID PVC @ 3 TRACK SILL RIGID PVC .30W I_T 10.635' 3.483' .100. .090, 4.279" U112-177 -jp 1.688" .12 @ 4 TRACK HEAD/JAMB @ 4 TRACK SILL .12.9. La-l" RIGID PVC RIGID PVC 2.291-- -�j ,-':_-i .930' [-.544" 1.000- @ASTRAGALADD-ON @REINFORCEMENT @INTERLOCK ASTRAGALADD-ON @ PANEL STILE,TOP AND BOTTOM 540' 1_�d ADAPTER 36 RIGID PVC .540' 949' REINFORCEMENT PLATE soot ' so9 In 6063-T6 ALUM. RIGID PVC RIGID PVC .12r 6005-T5 ALUM. .062' 062" .062 -1.875' 1.343* FRAME SCREW @ ANCHOR PLATE @ TRACK INSERT KEEPER BOTTOM RAIL j'1 1.593- 1.306, 050, (DCOVER 6063-T6 ALUM. 6063-T6 ALUM. 6063 T6 SUPPORT .062 RIGID PVC 993' 6063-T6 ALUM. ' �Lj;- 1.487* .962 • 1.435' T_ .3113 .055" 1.435" 1.613, 1.487" BOX SCREEN 97 BOTTOM (@BOXSCREEN 93 ASTRAGAL @ BOX SCREEN I .0 5G, 1'510 TOP RAIL BOTTOM RAIL SIDE RAIL ASTRAGAL OXOADAPTER .062" 0.-1 .055"-1 606376 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. @ OUTER SILL @ SILL TRACK (SBOXSCRADD-ON EEN SILL @OUTERSCREEN @BOXSCREENHEAD 6063-T6 ALUM. COVER COVER TRACK AND JAMB ADD-ON 1.081, .955, 1.081, RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVC --T _-{_{1.202' .045' .075' 1-718. .7 .876'ELI A 1.085, .762' 71 7 T094' .05v 1 2.97 -T QQ 2.C60' .050, 653' 4.D41' (B STD.SCREEN a STD.SCREEN a STD SCREEN 60 6063-26 PANEL CLIP 11113.464- TOPIBOT.RAIL SIDE RAIL 113 ASTRAGAL 606346 ALUM. 2.887' i 1.983' 5.178, 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. .060' H 060' IJ- .060" .100' R.WdBy. DaW RftW- @SILL RISER SILL RISER @ SILL RISER @ P-HOOK ADAPTOR .080* 6063-76 ALUM. 16 6063-T6 ALUM. 6063-T6 ALUM. 20 6063-T6 ALUM. RidBy D210. R11,1111 P-HOOK D..*d- t By: V 1.5013. +121 6063-T6 ALUM. PART DETAILS J ROSOWSKI .210' .125" 107V TECHNOLOGY DRWE 77do: VENICE.FL 34275 VINYL SGD INSTALLATION GUIDELINES_T --f* NES 11/18110 N, P.O.BOX 1529 1-1/16"BEVELED BEAD @1-1116"OGEE BEAD P-HOOK REINFORCEMENT NOKOMIS,FL 34274 sm.*foo D-09 NNo.@RIG1D PVC RIGID PVC PLATE LYNN MILLER,P.E. NTS 10 OF 13 FLA-SGD470-01 6063-T6 ALUM. CERT.OFAUTH.#29M 470 i i i Part# PGT.# Description pad# PGT.# Description Part# PGT.# Description o 1 819001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen n ' 2 619002 2-Track Sill 51 48052 Roller Ad.Hole Plug 90 612256 Screen Top Rail 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Cane-along 91 612257 Screen Bottom Rail r _ 4 619026 3-Track Sill 53 41736 SGD Panel Come-along Cofer 92 612258 Screen Side Rail-LocksNle j u bV `l-A i 5 619027 4-Track Head/Jamb 55 71696 Dust Plug 93 64344 Screen Astragal Y...;,�.•`"' 6 619028 4-Track Sill 56 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter ��: tJ• j 7 619009 Frame Screw Cofer 58 619037M Fixed Panel Clip 95 64428 Screen Double Interlock 8 619031 Anchor Plate 69 7169BG SIA Plug 98 617347A Screen Bug Flap A.LYPEp 58705 P.E. 9 619007 Track Insert 61 78X3BPPTX #8 x 3/8"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set i �- 10 619029M Aluminum Keeper 62 78X94PPSDAX #8 x 314"Fl.Ph.TEK-S.S. 98 720XIX 1/4-20 x 1"S.S. Y 0' 11 619036 Bottom Rail Support 63 781PSTX 98 x V Quad-S.S.. 99 72OX112X 114-20 x 1-1/2"S.S. _ v 12 619006 Outer Sill Cover 64 781PDX #B x 1"Pn Quad-S.S. 100 71793G Wstp,.270"x.150"-Fin Seal i O 13 619011 Sill Track Cover 65 7BX114PHPT41OX #8 x 1-1/4"Ph.Pn.TEK 101 7SRAZ Standard Roller ! O � I 14 619039 Box Screen Sill Add-on 66 710X1PPSDAXIC #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. 15 619012 Outer Screen Track(Standard Semen) 67 710X115PPX #10 x 14/2"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset W 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 D- J 17 619022A Sill Riser-(DP60) 69 710X212PPDAX #10 x 2-112"Pn Ph.Tek S.S, 105 7SDKEEP Screen Lock Keeper I 0 CO 18 619023A Sig Riser-(DP80) 70 712X112PP #12 x 1-1/2"Ph.Pn.A Standard Screen 5 LL 19 619024A Sill Riser-(DP100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rag 127 O 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) ZO 21 619020 P-Hook 73 71726K Neoprene Selling Block 1"x4"x1/16" 112 612033 Screen Frame-Side Rail 24 619014 Reinforcement Cover 76 Silicone-Foam SuperSpacer-11/16" 113 617383 OXO Screen Astragal Adapter J 25 619030 Reinforcement Plate 77 Hot-melt Butyl 114 64853K Vinyl Astragal -j J ~ 26 619017M Top,Bottom and Stile Reint(Alum) 78 619010 14116"Beveled Bead 115 617356 Screen Sill Adapter Q Z Of 27 19048 Top,Bottom and Stile Rdnf.(Comp.) 79 819015 1-1/16"Ogee Bead 1186FP95K Bug Flap H Z 28 619018M Interlock.300 Reinforcement 82 62139 Ogee Vinyl Muntin 117 7R42DK Rivet Q — 29 619013M Interlock.400 Reinforcement 83 63609 Insulated Glass Muntin-Horizontal 118 74XIPA #4 x 1"Ph.Pn.SMS 1 30 619019M Astragal Reinforcement 84 4CONN I.G.Intersection 119 78X112PSATS #8 x 1-112"Ph.Pn.SMS A Z LLO U) 31 619035 Reinforcement Plate 85 7558K I.G.Gridlock Clip-7/15' 120 41703N Screw Boss Bushing 35 619005 Interlock Adaptor 86 7560K I.G.Gridlock Clip-5/15' 121 712027 Comer Key Wheel Assy.(Standard) m 36 619008 Astragal Add-on 122 712027SS Comer Key Wheel Assy. S.S.w/bearing) I5; 37 619D04 Panel Stile,Top/Bottom Rail 123 1 41805K Screen Handle 40 718609 .187 x.280 Finseal(SNIe) 124 41806 Screen Handle Slide ® i 41 71895K 1-1/2"x 1"x 314"Fin Seal Dust Plug 125 704/6B Screen Latch Assy. 42 419041 Interlock Clip Corer 128 7SNKPN Screen Keeper $ � x 43 78153X Tandem S.S.RdlerAssy. 127 61693K Serrated Screen Spline-.14Y $ 44 78153N Tandem Nylon RdlerAssy. 128 61692K Screen Spline-.165" j �n 45 619043 P-hook Reinforcement plate 129 61694K I Screen Spline-.150" B= z 46 71OX125FPSDX #10 x 1-1/4"FI PH SMS 130 618161220 Screen Cloth i i NOTES E 1)SEE SHEET 1e FOR MATERIALTYPE AND DETAILS. I f I i li � 5 j I f • I I i TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE j L D 2P2T M F B eD A xx P=m: 1P2T " 6P3T R P Xx —93 M P R A x X 0)0=0 SD C M DS i 2P2T L D 4 X0 OX BB F F B i S D K T 2P2T Lr M 6P3T �M A 3P2T M P R A SO C M DS I oxo oxo a F L D D K 3P3T B B F ! F B h1 3P2T N NOTAVALABLE A 8P4T R F B P M A X50C XXX XXX O B F K B F 0X%)000(0 u A R 4P4T B F ; L D 3P3T M DS SD A B A M F F F B B J M b A m u ,. xxxx •X 8P4T M q } %x( 070( i D K 2P2T M xxxXxxxx B F Xx 3P3T P M M DS SD A i I 4P2T B F NOTES J M A U C M 1)MAXIMUM OF(8)EIGHT PANELS UP TO 90'FRAME HEIGHT. XXO o........i ...'..'C7 XXX 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME L D xxxx HEIGHTS OVER 98'AND UP TO 12('. 3)MAXIMUM DOOR FRAME WIDTH(EXCLUDING POCKETS IF 4P2T R P NOT AVAILABLE APPLICABLE)IS LIMITED T048T-11!16. 0X%0 O M 6P3T 8 6 F F i lI L C C h1 4P2T hl A NOT AVAILABLE xxxxxx j C M XXXx B F K 8P4T B F B F B F B F C A M M 4P4T J J M A u u xmocxx DS DS SD SO M A xxxx XXXX j D K 0F 4P4T B F L= P R J J: M A V U M DS DS SD SD �.i f)�1.''/•':'. Ravhod BY• Oafa: 1 ReWlon: Oxxx A �11,. xxx0 1' 0801 Ro B0n L L D INTERIOR �nao0� D F SCREEN P 5P3T R P D..dp on: LvawnBy. SCREEN y— oxxxo oxxxo EXTERIOR SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI L D L D �-1 -L'f �7. 1070 TECHNOLOGY DRIVE MY.- 1 Duro: F �.A M �NO ^i�; :o:.•• s�;.: N,VENICE F.34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 5P3T h+ c;•:.•' P.D.Box 1629 NO "'^i'1;;1 `�`` NOKOWS,FL 34274SmlaSleet OmvLgAU.%)O(%X SCREEN %)00(X A.LYNN MILLER,P.E. 470 'NTS 12 OF 13 FLA-SGD470-01 P.EO 68705 CERT.OFAUT71.A2929S i I I I I I i P SINGLE _� FIXED F SINGLE SINGLE C INTERLOCK DOUBLE ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK INTERLOCK R FIXED —.rare SINGLE L� SINGLE _ SINGLE !LOCKSTILE I �C� DOUBLE INTERLOCK LOCKSTILE •�—L .t_J INTERLOCK 11 INTERLOCK INTERLOCK I T ASTRAGAL FIXED K SINGLE j LOCKSTILE �L ASTRAGAL t (BOX OUT) OUT LOCKSTILE INTERLOCK LOCKSTILE SD SINGLE DOUBLE INTERLOCK INTERLOCK T ASTRAGAL FIXED U ASTRAGAL LOCKSTILE (BOX IN) IN LOCKSTILE (BOX OUT) OUT j r A INTERLOCK -DOUBLE F � ^^ LOCKSTILE S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL DC7 LOCKSTILE f S FIXED ASTRAGALA SINGLE LOCKSTILE (BOX IN) LOCKSTILE IN INTERLOCK DS I DOUBLE F-, , ,� SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL D SINGLE LOCKSTILE wore§ (BOX OUT) INTERLOCK OUT -� INTERLOCK 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 24 FOR ANCHOR LOCATION&SPACING. L[� ASTRAGAL SINGLE J ASTRAGAL 3)SEE TABLES 283 FOR I\ LOCKSTILE — REINFORCEMENT REQUIREMENTS. (BOX OUT) OUT INTERLOCK (BOX OUT) OUT 4)CONTINUOUS'ANCHOR PLATE,ITEM#8, IS REQUIRED AT ALL FRAME ANCHOR S LOCATIONS. S N ASTRAGAL SINGLE _ ASTRAGAL LOCKSTILE IN INTERLOCK J IN (BOX IN) (BOX IN) I c SINGLE ASTRAGAL (BOX IN) INTERLOCKINlcp ReHseeey Dom: Re febn ReNseUBy: a,4: R11111m B SINGLE SINGLE INTERIOR I cern ey. INTERLOCK INTERLOCK EXTERIOR -`' �' S_ ,:_ ® PANEL TYPES J ROSOWSKI I ' '. .' •�' � f0707ECHNOLOGYDRNE Title. �j N,VWCE FL3427s VINYL SGD INSTALLATION GUIDELINES 11/18/10 1 SINGLE J`' ,c.,'. vo.eoxt s ; LOCKSTILE INTERLOCK I"'� NOKOMIS,FL 34274 � N; Scale: Siwef Dmwkv No. Rar. i A LYNNAtiILLER,P.E. CERT.OFAum.aQ29296 470 NTS 13 OF 13 FLA-SGD470-01 P.E.#38705 I t I i I t