|
GENERAL NOTES: SERIES 570,2770 & 2870 LARGE.MI$51LE, IMPACT-RE$ISTANT, VINYL, REINFORCED SLIDING GLASS DOOR
<br />1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLYWITH THE REQUIREMENTS -OF THE FLORiQA BUILDING GODE.
<br />ALL RIGID WHITE OR TAN PVC AND COMPOSITE REI[NFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD, HAS BEEN TESTED TO
<br />COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS,
<br />2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); I�TEMPERED, HS=HEAT STRENGTHED, AN�ANINEALED, SG-.090 DUPONT
<br />SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASQD PLUS), L\a=.090- DUPONT BUTACITE PVB;
<br />GLASS TYPE A: 3116' HS GLASS +.090" SGINTERLAYER + 3116'HS GLASS+ 7/16'AIR SPACE+ 3/161 T CAP
<br />GLASS TYPE B: 311 IV HS GLASS + .090" PVB INTERLAYER + 3116" AN GLASS + 7116" AIR SPACE + 3/16" T CAP
<br />GLASS TYPE C: 311W'H$ GLASS 4,090- VB INTERLAYER -1 311W XN_ GLASS + I AIRSPACE WITH 4-AT-MIRROR FILM+ 3/16" T CAP
<br />APPROVED BACKBEDDING-S ARE GE 7700,�NDDOW-CORNIINIG 995.
<br />3) MASONRY ANCHORS MAY BE USED INTO WOOD ASPER TABLE 1, SHEET 6. ALL WOOD DUCKS LESS THAN 1-1/2- THICK ARE TO BE
<br />CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
<br />AS 2X ARE 1-112"THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
<br />STRUCTURE. WOODBUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
<br />4) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN,, (DONE BY OTHERS)
<br />(MAX. 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND
<br />TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD
<br />SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC.
<br />5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO
<br />ACHIEVE THE EMBEDMENTS SHOWN ON TA13LE 1, SHEET 5. PROPER SEALING OF ENTIRE ASSEMBLY 15 THE RESPONSIBILITY OF OTHERS AND is
<br />BEYOND THE SCOPE OF THESE INSTRUCTIONS.
<br />6) DESIGN PRESSURES:
<br />A. NEGA71VE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 3OM4.
<br />B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04,
<br />7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
<br />PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
<br />USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
<br />MEET THE REQUIREMENTS OF THE FLORiDA BUILDING CODE FOR CORROSION RESISTANCE.
<br />8) SHUTTERS ARE NOT REQUIRED.
<br />9) ALL DOOR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 TRACKS, ARE QUALIFIED,
<br />SEE SAMPLE CONFIGURATIONS ON SHEET 12. DOOR SIZES MUST BE VERIFIED FOR
<br />COMPLIANCE WITH EGRESS REQUIREMENTS PERTHE FLORIDA BUILDING CODE,
<br />10) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-1 0-002-792(A) & 10-006-10231;
<br />CAMBRIDGE 535753-09; ELCO ULTRACON NOA #07-0425.01; ELCO CRETEFLEX NOA
<br />#03-0225,06; VISION EXTRUSIONS, LTD. WHITE PVC NOA #1 U-0420,06, TAN PVC NOA
<br />#111-002.110; ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
<br />ALUMINUM DESIGN MANUAL
<br />DESIGN PRESSURE RATING
<br />IMPACT RATING
<br />VARIES,
<br />SEE SHEETS 8 & 9
<br />LARGE & SMALL
<br />MISSILE IMPACT
<br />1-1116"NOM. 11-106'1,10M.
<br />7/16"AIRSPACE VJ16* AIRSPACE
<br />3116' HS GLASS 3/16'AN GLASS
<br />3116' HS GLASS 3tI6"HS GLASS
<br />DUP614T .09,0174EXT' INT.10 DUPONT .41EXT.
<br />SENTRYGLASO .090* PVB
<br />3(16"T GLASS 3iI6`TGLA,9S
<br />NOM -
<br />JI'D 7� j 76
<br />- _M /-< _-2
<br />7ja, 8 7
<br />7 _)9
<br />GLASS GLA S
<br />GLASS TYPE "A"
<br />SIG LAMINATE,
<br />INSULATED GLASS
<br />Doo Size
<br />Configuration
<br />Design
<br />CertIficatIon
<br />Numbers
<br />-
<br />Width
<br />Height
<br />(-) Pd
<br />(-) prf
<br />241"
<br />96"
<br />)D=
<br />60
<br />60
<br />190-265,771
<br />20Y
<br />120'
<br />)000( vdastragal
<br />60
<br />65
<br />190-267, 774
<br />31
<br />W
<br />X)Mvdastragal
<br />60
<br />60
<br />1W43,77O
<br />24V
<br />96.1
<br />)0=
<br />80
<br />80
<br />1 IW787
<br />i0_3"
<br />96"
<br />)OO(Owlastragal
<br />-80
<br />80
<br />190-2", 772
<br />203'
<br />W.
<br />X00(w/astragel
<br />P go
<br />90
<br />190-266, 7T3
<br />3tl6'ANGLASS
<br />3116'HS GLASS -
<br />DUPONT.090'PVB
<br />7116'
<br />7 r ON
<br />GLASS
<br />", I
<br />GLASSTYPE"B"
<br />P B �LAMI�i_AfE_,
<br />INSULATED GLASS
<br />1-3116'NOM,
<br />WW AIRSPACE
<br />,-HEAT-MiRROR FLU
<br />INT'10�
<br />- 311W T GLASS
<br />GLASS TYPE "C"
<br />PV8 LAMINATE, INSULATED
<br />WITH HEAT -MIRROR FILM
<br />GLASS
<br />NOA DRAWING MAP
<br />SHEET
<br />GENERAL NOTES .......... 1
<br />GLAZING DETAILS 1
<br />ELEVATIONS .................. 2-4
<br />HORIZ, SECTIONS
<br />VERT. SECTIONS..... ...... 6
<br />ACCESSORIES ............... 7
<br />DESIGN PRESSURES 8-9
<br />EXTRUSIONS ... ....... AD
<br />PARTS LIST ... ... I ......... I I
<br />coNIFIGURAi6iNS ........ 12
<br />PAINELTYPES ..... _ .... .... 13
<br />INSTRUCTIONS:
<br />1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
<br />SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B
<br />OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN
<br />PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2. SHEET 8.
<br />2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL
<br />PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE
<br />3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS AR-DEFINEI) IN TABLE 1, SHEET 6,
<br />ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE.
<br />4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9). VERIFY THAT THE REQUIRED DESIGN
<br />PRESSURE IS MET OR EXCEEDED, USE THE ANCHOR QUANTITIES SHOWN.
<br />5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2 -7.
<br />6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET T.
<br />oll I' I 'I/,,
<br />N . N kjt4
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<br />GENERAL NOTES GLASS TYPES
<br />D�ftjr
<br />J ROSOWSKI
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<br />NOKOMIP, FL _q#274
<br />Tille:
<br />VINYL SGD INSTALLATION GUIDELINES
<br />111/18/1 G
<br />566WAOMMI.,
<br />1 OF 13
<br />DMWDV NO.
<br />FLA-SGD570-01
<br />Rsir
<br />CERT OF AUTH. *29M 1570/2770
<br />DETAIL ETAIL 2A %T FD-ET41-L' --- 31
<br />b [IN �AIHL b
<br />L
<br />1X OR 2X WOOD
<br />T �
<br />A�l 1AL INTM INTOWASOINRY
<br />BUCKSTRIP SEE
<br />BUCKSTRIP
<br />CONVRETMMU TYP. ANCHOR TYPE, EMBEDMENT AND EDGE REQUIRED IF DOOR NOTE 4. S4ET I
<br />PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 EIGHT 15 OVER 96' CONCRET
<br />REQUIREMEN' E E EICMLI
<br />DIS DG 3�1 ASTRAGAL ADD.ON
<br />r T GE
<br />AN PERANCHOR
<br />NON-STRUCTURAL ASTRAGAL ADD -ON REINF. REGUIREMENT
<br />INCH
<br />OR Z
<br />#10X2-1J2SMS
<br />EMBM REINFORCEMENT SCREW EMBEDMENT
<br />MENT 0 PER ASTRAGAL 7 ,
<br />F
<br />PTIONAI�,
<br />EQUALLY -SPACED AND 7' v
<br />1/4' -A FROM ENDS (FACTORY TYP ANCHOR TYPE, EMBEDMENT
<br />STALLED).
<br />AND EDGE DISTANCE PER
<br />SUBSTRATC SEE TABLE 1. SHEET 6
<br />C7)-
<br />INTERLOCK
<br />EDGE
<br />C28)*-// �7 -DO EXTERIOR DISTANCE
<br />POCKET ASTRAGAL BOX SCREEN %
<br />P-HOOK
<br />LOCK$TILE to
<br />FOR LWIDTH PANEL W-111 00 - 114' MAX
<br />LOCKSTILIES, 7, DOOR FRAME WIDTH
<br />ASTRAGALS, DOOR FRAME WIDTH TYP. ANCHOR TYPE, EMBEDMENT
<br />FIXED AND EDGE DISTANCE PER
<br />SPLES AND ---- -- I M. MAX SUBSTRATE, SEE TABLE 1. SHEET6
<br />HORIZONTAL
<br />RAU T_ _T
<br />EDGE EDGE
<br />SEE NOTES 01 ITANCE #8 X 314- SMS RIFINFORCEM
<br />3&6 ENT DISTANCE
<br />BELOW SCREW; 3 PER RAIL LOCATED
<br />AT CENTERLINE AND 9' FROM
<br />ENDS(FACTORY
<br />FOR 2-31a'ROW
<br />INTERLOCKS TYP ANCHOR TYPE. SPACING 2-3W ROW
<br />EMBEDMENT AND EDGE SPACING
<br />IT --
<br />ONLY DISTANCE P FIR SUBSTRATE
<br />SEE TABLE 1, 914EET
<br />IF EMBED -
<br />EDGE
<br />MENT
<br />FIXED PANEL CUP
<br />AND ANCHORS, SEE CbNCRETE[CMU
<br />OETAILSHEET7 5TANDARD SCR EEN PER ANCHOR
<br />2X WOOD BUCKSTRIP EMBEDMENT IXED STILE
<br />OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT PANEL WIDTH EXTERIOR
<br />NOTE 4, SHEET I 2X WOOD BUCKSTRIP
<br />AND ]EDGE DISTANCE FIER SUBSTRATE, OR FRAMING, SEE
<br />SEE TABLE 1, SHEETG 'DETAIL 2 _F� FbETAIL 31
<br />EDGE NOTE 4, SHEET I [�AIL
<br />DISTANCE
<br />NON-STRUCTURAL 1_2�00D INTEkU��K INTO MASONRY
<br />ANCHOR
<br />EMEIED- r-
<br />MENT
<br />MAX. NOTES
<br />1) DETAILS APPLY TO 2� 3 AND 4 TRACK
<br />CONFIGURATIONS.
<br />OPTIONAL 2)SEESHEETS24 FOR ANCHOR LOCATION& SPACING. IN
<br />405 P-HOOK 3) SEE TABLES 2-4 FORREINFORGEMEw R.Adillr. 08AW
<br />RENE. zr .,
<br />REOUIREMENTS.
<br />PLATE (12- LONG, @1 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED Z
<br />PANEL MIDSPAh AT ALL FRAME ANCHOR LOCATIONS. fy
<br />406 P�HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR :7
<br />REINF. P EXTERIOR ASTRAGAI ADD-C1N_ PrST T2- IT- HORIZONTAL INSTALLATION DETAILS 'JR'OSOWSKI
<br />--Q,KE 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE
<br />PLATE SMS, _r ,
<br />#IOX!,114- P-HOOK FULL LENGTH OF THE EXTRUSION. REFER TOTEST
<br />11 1 '- 0, FLD 1070 TECHNOLOGY DRIM 7ft" MW
<br />(b) 9 2-513 CC. REPORTS FOR EXACT DIMENSIONS, a VENJQE� F1 SaM
<br />\,7 0 P.O. BOX 1529 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />&SION % I
<br />DETAI 1 11 111111110 MWOMIS, Fl. 34274
<br />INTO W�1)L�OD] A. LYNN MILLER RE.
<br />PE A 50705 CIERT OFAUT1`1 #29296 570/2770/2870 1 NTS 5 OF 13 1 FLA-SGD570-01
<br />DETAIL [bETAIL �b WET-kE 31
<br />L!E �MASONR:Y I INTER��O C �K INTO!��!�YNRY IX OR 2X WOOD
<br />BUCKSTRIP SEE
<br />CONCRETEICMU TYP. ANCHOR TYPE, EMBEDMENT AND EDGE REQUIRED IF DOOR L BUQKSTR[P NOTE 4, SHiET I
<br />REMENT ASTRAGAL ADD -ON CONCRETEICMU
<br />�)d PERANCHOR
<br />PER ANCIHOR DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 6 /--1j4)NHjF_IGHT IS OVER 06^
<br />EDGE
<br />REQUI OF
<br />DISTANCE
<br />NOWS
<br />.1 ` , I I . L � TRUCTURAL 30 ASTRAGAL ADD -ON REINF. REQUIREMENT
<br />J.- � -'I _'_-.1-,,� �j - , 1. . OR (46, #I0X2-I?2-6M8
<br />EMSED - , *. 'I " I -
<br />MENT�l REINFORCEMENT SCREW�5 EMBEDMENT
<br />PTION
<br />PER ASTRAGAL,
<br />EQUALLY -SPACED A
<br />tL 11 1 0 INC 7"
<br />114- FROM ENDS (FACTORY v TYP. ANCHOR TYPE, EMBEDMENT
<br />>1v_ INSTALLED).
<br />MAX, f__ 8 AND EDGE DISTANCE PER
<br />POCKET
<br />P-HOOK
<br />FOR JPANELWIDTH LOCKSTILE
<br />LOCKSTILES,
<br />ASTRAGALS,
<br />FIXED
<br />STILES AND 114'MAX
<br />HORIZONTAL
<br />T__
<br />------ SEE NOTES EDGE
<br />3&6 DISTANCE
<br />BELOW
<br />FOR TYP. ANCHOR TYPE, 2-318'ROW
<br />INTERLOCKS EMBEDMENT AND EDGE SPACING
<br />ONLY DISTANCE PER SUBSTRATE,
<br />SEE TA13LE 1, SHEETS
<br />SUBS RATE, SEE TABLE 1, SHEET 8
<br />INTERLOCK EDGE
<br />C10) EXTERIOR v DISTANCE
<br />ASTRAGAL I - 11
<br />902
<br />PANEL WIDTH 114' MAX.
<br />- DOOR FRAME WIDTH
<br />DOORFRAMEWIDTH TYP. ANCHOR TYPE, EMBEDMENT
<br />AND EDGE DISTANCE PER
<br />S USSTRATE. SE E TABLE 1, SHEET 6
<br />T
<br />E03E
<br />#8 X 3W SMS REINFORCEMENT DISTANCE
<br />CREW; 3 PER RAIL, L00ATED
<br />AT CENTERLINF AND 0 FR
<br />ENDS (FACTORY IM
<br />OM
<br />�TMD)
<br />2-318'ROW
<br />SPACING
<br />EMBED -
<br />EDGE MENT
<br />DISTANCE FIXED PANEL CLIP
<br />AND ANCHORS, SEE CbNCRETE[CMU
<br />DETAILSHFET7 STANDARD SCREEN PERANCHOR
<br />2X WOOD 5VQKSTRIP EMBEDMENT EIXED STILE REQUIREMENT
<br />ORFRA.MING,SEE TYP. ANCHOR TYPE, EMBEDMENT EXTERIOR 114'MAX-
<br />NOTE 4, SHEET 1 2X WOOD BUCKSTRIP PANEL 25
<br />AND EDGE DISTANCE PER SUBSTRATE OR FRAMING. SEE
<br />EDGE SEE TABLE 1, SHEET 6
<br />D STANCE NOTE 4� SHEET I EDE:5AIL:�] ;DETAIL 2B [bETAIL 3__j
<br />I I NTO hlloI��O Y
<br />NON-STRUCIIIRAL
<br />/�ANCHOIR
<br />EMBED- 1/4'
<br />MENT MAX. NOTES
<br />1) DETAILS APPLY TO 2,3 AND 4 TRACK
<br />i_NNN 4114Z Rvipd try. vatr. Re
<br />CONFIGURATIONS.
<br />Q
<br />IAI 20 OPTIONAL 2) SEE SHEETS 24 FOR ANCHOR LOCATION a SPACING.
<br />P-HOOK 3) SEE TABLES 2-4 FORREINFORCEMENT
<br />REINF, REQUIREMENTS. DOW Avowm
<br />PLATE (12- LONG, 4) CONTINUOUS ANCHORPLATE, ITEM #8. IS REQUIRED Z -�C
<br />PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS.
<br />�6) P-HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR P, a� By.
<br />R ASTRAGAL AI1D-CIN_ -:;,1P4r3 11)�:
<br />-INr EXTERIOR T HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />r
<br />A,
<br />PLATE SMS, P�QCKET 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE A,
<br />#10 X 1-1/4" P-HOM FULL L ENGTH OF TH E EXTRUSION. REFER TO TEST 0, 1070 TECHNOLOGY ORNE 1711IR;
<br />N. VEMCE. EL 34275
<br />(5) @ 2-5ill' O.0 .\;7 REPORTS FOR EXACT DIMENSIONS, P10. BOX I= VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />DETAI 8sloNPN� I
<br />L 1 , 'it III ilk" AOCOMIS� FL 34274 T-O.WON.. -7-Rm
<br />INTO WOOD A, LYNN MLXR RE.
<br />P.EA 58705 CERT. OFAVrK #292,96 570/2770/2870 1 NTS � 5 OF13 I FLA-SGD570-01
<br />2-TRACK CONFIGURATIONS IDUA-It-C-21
<br />A
<br />6
<br />M
<br />WMAX. MAX. '�11�IAS_ *C!
<br />'T
<br />!THIS
<br />T
<br />APPROX. 6".
<br />ANCHOR EDE-TAil. D
<br />ANCHOR NO"ISUCTURAL DETAIL WIDTH: PANEL WIDTH - 8-9/16"
<br />LOCATIONS FOR DAYLIGHT OPENING IDLO) FORMULAS
<br />=DEA�L A LOCATIONS FOR 4FXT. El!ls stjw� THIS SHE9 7H18_S'RW ITHM SH
<br />BYPASS (HEAD & SILL)
<br />-411EXT. POCKET CONDITIONS. HEIGHT: PANEL HEIGHT - 8.WIW
<br />CONDITKMS, 216,
<br />ANCHORS NIO MAX,
<br />7 PANEL WIDTH
<br />12* MAX. D.C. P-HOOK. OC, A, DLO
<br />t -1 j DAyLIsH,
<br />OPENING WIDTH.
<br />I ANCHOR 0 CENTER OF DETAIL,4* DAYUGHTi
<br />EACH PANEL. SEE TABLES ACH PANEL rfr- TABLES Sf�EET 6 OPENING
<br />1 ANCHOR @ CENTER OF
<br />i HEIGHT
<br />ON SHEETS 8 & 9. ON SHEETS a 1 FLIETAiL E7
<br />EXT.v , t ---
<br />WOR '0'
<br />3.21ir MIN. O.C. PANEL TYPE PANIELTYPE
<br />2 ANCHORS @ CENTER OF 2 ANCHORS CENTER OF P CKET
<br />0 WMEET
<br />"IL 32 EA ON a6�
<br />EACH PANIEL� SEE TABLES EACH PANEL. SEE TA13LFS BY
<br />SHEETS 8 & ON SHEETS 8 & 9. OTHERS -SHEET 5
<br />(UNDER PANEL
<br />. i DETAIL HEIGHT DUO
<br />4" MIN. O�C. 4* IAN. O.C. SEPARATE SHEET
<br />/APPROVAL)
<br />CLUSTER OF 3 OF3 DETAIL 5
<br />"R SHEET 6
<br />�_.AIL 4
<br />6
<br />'OF
<br />'EL
<br />Cl ANCHORS 0 STILE CUSTF 06T INTERL Al
<br />"A CH ILTF, OCK
<br />INTERSECTIONS, I OTIONS
<br />E F
<br />(j OF
<br />EXT.V SEE TABLES TA,_, ON SHE &a. rLOF
<br />SHEETS 8 & S. EXT.r PANEL PANEL 6'MAk
<br />I I ___J� (0 HEAD
<br />t__ "N -- --- --------- --- &SIL)
<br />---------------- -
<br />4'MIN. O;C. 6'MAX MA
<br />4'MIMO.C (HEAD& SAL6 i- S' MAX.,
<br />"'E'AlL
<br />D__ G
<br />r
<br />m�
<br />(HEAD & SILL)
<br />CLUSTER OF 5 CLUSTER OF 5 ANCHOR DEu;TAL G
<br />ANCHORS 0 STILE IWSHE �DAL F
<br />@STILE INTERSECTIONS. �Gi: AIL H1
<br />2.376, TYP. INTERSECTIONS.
<br />SEE TABLES 0 SEE TABLES ON SHEETS
<br />8&9
<br />N "51FAIILHH2
<br />TEXT.1 SHEETS 8 & 9� LXT.v HIS SH Z
<br />THISSH C6+2 ANCHOR
<br />C3+1 ANCHOR CONFIGURRATION SHOWN;
<br />3217 MIN� O.C. - 41- MIN. O.C. CONFIGURATION SHOWN; (SEE APPUCARLE UP
<br />61 MAX. 6'MAX. (SEE APPOCABLE UP TABLES Z 3 OR 4)
<br />JTO END OF (TO END OF TABLES 2. 3 OR 4)
<br />ATTACHED JAMB ATTACHED JAMB NOTES:
<br />7- LF ANCHOR 0 11 FFXi CONFIGURATIONS, SEE SHEET 12.
<br />M577-1 2) FOR ANCHOR EDGE DISTANCE AND
<br />I ANCHOR @ EXT.T ILL ENDS. EMBEDMENT, SEE TABLE 1 SHEET 6.
<br />EXT,T (O�HEAD FNnS_ S) DAYLIGHT OPENING JDLO) FORMULAS:
<br />WIDTH: PANEL WIDTH - S-WIG*
<br />tZg�. SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT: PANEL HEIGHT - 8-9/16'
<br />I.S7
<br />EXTY
<br />1EEPHOLE PATTERN @ 24"O.C_
<br />DETAIL 4
<br />1 INITD MASONRY
<br />IX BUCKSTRIP
<br />I YP, ANCHOR TYPE, EM13EDMENT AND
<br />MIN.2.7KSIGONCRETE@ /--EDGE DISTANCE PER SUBSTRATE,
<br />HEAD PER ANCHOR / SEE TABLE 1, 8HEET 0
<br />REQUIREMENT, SEE
<br />TA13LE 1 SHEET 6 1 ROW EDGE
<br />j SPACING DfSTANC E
<br />EMSED-
<br />MENT.
<br />L114-
<br />MAX.
<br />iXOR2X
<br />WOOD
<br />BUCKSTRIP,
<br />SEE
<br />NOTE 4,
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />DETAIL 4
<br />INTO WO6_0 --I
<br />TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE,
<br />SEE TABLE 1,SHrE`T0
<br />EDGE 2-318"
<br />DISTANCE ROW
<br />PACING
<br />---Emmmm=b
<br />E
<br />#BXa14'SMS
<br />REINFORCEMENT SCREW;
<br />7 PER STILE, LOCATED AT
<br />CENTERLINE AND 6". 9' &
<br />IT FROM ENDS (FACTORY
<br />INSTALLEDV
<br />NSE
<br />4u�
<br />STAIe OF
<br />ANCHOR LOCATIONS (2 TRACKS)
<br />J ROSOWSKI
<br />TbW
<br />nak.
<br />1070 TECHNOLOCruRrve
<br />.......
<br />/0NN-
<br />N. VENW4 FL U276
<br />P. 0. BOX 1529
<br />VINYL SGD INSTALLATION GUIDELINES
<br />11/18/10
<br />ULLEIR
<br />AVKOM14 PI 34274
<br />8-�
<br />S_w
<br />Sh6at
<br />D.WhV N.,
<br />IN
<br />EJ#515705 ' P I-
<br />570/2770/2870
<br />1 NTS
<br />1 2 OF 13
<br />TF
<br />FLA-SGD570-01
<br />CERT. OFAUFH. #29M 1
<br />FOR
<br />TOCJK�TIIES,
<br />ASTRAGALS,
<br />EXTERIOR
<br />FIXED STILES
<br />79
<br />AND
<br />HORIZONTAL
<br />RAU
<br />SILL RISER VARIES
<br />WITH REQUIRED
<br />POSITIVE DESIGN
<br />FRAME
<br />PRESSURE, SEE TABLE
<br />SEE NOTES
<br />a!
<br />4_ A, SHEETS 8 & 9.
<br />HEIGHT,
<br />PANEL
<br />3&6
<br />U
<br />SEE
<br />TABLES
<br />HEIGHT
<br />BELOW
<br />X
<br />@)
<br />2. 3 & 4
<br />FRAME
<br />HEIGHT -
<br />RISER
<br />�IiUSER
<br />PJSER
<br />L
<br />.F-D-E-TA-IL-41
<br />UN�o_nsoNRYJ
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE ULSTANCE PER SUBSTRATE,
<br />SEE TABLE 1, SHEET 6
<br />Z318, EDGE
<br />rE DISTANCE
<br />, �P�A . CIN
<br />A
<br />MAk
<br />TABLE 1, ANCHOR TYPES:
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE,
<br />SEE TA13LE 1. SHEET 6
<br />EDGE
<br />DISTANCE
<br />D __7
<br />EtAIL 4
<br />lie. MIN. 6053-75
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO BE PROPERLY DESIGNED
<br />TO TRANSFER LOAQ IMPOSED ON THEM
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE.
<br />SEE TABLE 1, SHEET 6 18 GASTEEL STUD OR A36
<br />EDGE STRUCTURAL STEEL
<br />DISTANCE��_\_ SUBSTRATE
<br />DETAIL 41
<br />INTO STEEL
<br />METAL SUBSTRATE DETAILS SHOWN FOR HEAD
<br />(SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET JAIME)
<br />4 /-C6 (�D_ 5
<br />I NOTES
<br />1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
<br />C12Y 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION& SPACING.
<br />121 CC9 1 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIRE MIENITS,
<br />4) CONTINUOUS ANU14OR PLATE, ITEM *B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
<br />A§ 1011 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON.
<br />6 ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION, REFER TO
<br />C14 TEST REPORTS FOR EXACT DIMENSIONS.
<br />, \ N111 11
<br />,�NN hII44,F Reviod S�r III".:
<br />GROUT AA A, . ......... .
<br />NEEDED
<br />LU4'
<br />1/4* rL , ' I I -
<br />M". EMBEDMENT il SEE ftww Sj, Dab:
<br />NOTE 5 % RevisANT
<br />MIN. 7 KSI SHEET; Cr -
<br />CONC'RETE 0 Lij - - - I
<br />EDGE PER ANCHOR C D. By
<br />SILL 2X WOOD BU -,KSTRI Lu
<br />DISTANCE REQUIREMENT, OR FRANW, SEE -'z VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE 4, SIR TYP. ANCHOR TYPE, EMBEDMENT
<br />TYP. ANCHOR TYPE, EMBEDME\NT SEE TABLE 4. AND EDGE DISTANCE PER
<br />AND EDGE DISTANCE PER SHEETS 0 1:1_09-\F�` 7�� 1070 TECHAIMOGYDITNE TIVIII.
<br />7-
<br />SUBSTRATE. SEE TABLE 1, SHEET 6 SUBSTRATE, SEE TABLE 1. SHEET 6 X VENICE-, hL 34276
<br />FDETAIL DETAIL 51 %0� P.O. B.Ox 1629 VINYL SGD INSTALLATION GUIDELINES 111/18110
<br />Kro WOOD I fllllkW� NOKOWIS, Fl. $4274 Saw ftast 0"ft N&
<br />A. LYNN MILIER. P�E
<br />P.E,# SB705 CIERT. OF AUTX WAM 57012770/287C1 NTS 6 OF 13 FLA-SGD570 0
<br />__L . I 1 -17
<br />TYPO
<br />Substrate
<br />Anchor
<br />lill
<br />Embedment
<br />Wn, Edge
<br />DIsiance
<br />A
<br />P.T. Sauthern Pine
<br />PO 1 .1115)
<br />-
<br />#12 ShW Metal Screw IGS)
<br />1-318,
<br />314"
<br />i14'EkDUItn%Con
<br />U41"Elco Crete -Flax SS4
<br />1.112"
<br />1-3(4"
<br />�kwninurri, 6063-TS min.
<br />#12 Sheet Metal Screw (GS)
<br />(J.125�
<br />1/2'
<br />Stual Stud, Gr. 33 rrtim
<br />412 Sheet Metal Screw (G6)
<br />189a (0.0451')
<br />112"
<br />AM Steel
<br />#12 Sheet Metal Screw (GS)
<br />1$ga (0,0451")
<br />112,
<br />5
<br />P.T. Southern Pine (SG = .56)
<br />*12 Wond Screw (G5)
<br />1-3/8,
<br />3/4"
<br />Concrete (mIn. 2.7 kslF
<br />IW Elco Utl
<br />1-316,
<br />1.
<br />C
<br />Cemrele (FrAl. 3.35 ksi)
<br />-
<br />TIM, Elco Crete -Flex SS4
<br />1 ,V4"
<br />I
<br />Ungtouted CMU, Jarrin Only
<br />� (ASTM C�90).
<br />114"Elc_
<br />1WElca Orele-Flex
<br />Concrete in. 2,7 ksl)
<br />1/4" Fjco Ultracan
<br />In, 3.35 ksl)
<br />114' Elca Crete -Flex S84
<br />1-3141'
<br />2-1/2"
<br />Ungrotiled CMU, Jaintis Ordy
<br />(ASTM C-90)
<br />114" Elto UllraCon
<br />1-1141,
<br />2.112"
<br />-
<br />2-112"
<br />L__4 ---- jL__j
<br />I11,-tia4w TikL:
<br />CEP-TIHCATION AUTHORIZAnON REPORT
<br />Ducluirw Nu. FPNf BI-0"
<br />vo, Pz r) P. I - 0 ^
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />CAR & Product ID Number: 190 - 263
<br />CAR Issue Date: 12/1412010
<br />CAR Expiration Date: 11/11/2014
<br />Company Code: 190
<br />This Gerblicahon Authorization Report (GAR) is issued by Ka,,siDna Certficajons. VIC. (KC-1) after fu I validation ravie-w
<br />of the Droduct quakIl'ication documents for the produGI riamed belov,�. This report is only val.d when signed by t.re
<br />::`eisidant w KCI and nd Cates -hi� proctict Fis manUfaCtUred by the company named belorav has been tested and meets
<br />:h2 requirarria. its of the I`Efe[EI`108�i stanizia�a a:-.cl s eJig,bl@ for the application of FMA K%Gtone Certrrication PrNram
<br />certification labds- Licensee stipulates in affixing certifwation labe s to products, that ti-ose products at e repr2sentative
<br />of the Epeamen evaluated and documented fo, cetificatton auihorization. Only produCts bearing SUGh a cerl,ficailon
<br />label shall be s3risidered cer-i-ired. The lifo,iialicin in this report can be verified at w.,xv.keystonecerts-rom.
<br />Company Information:
<br />Product Information:
<br />PGT Industries
<br />r,,l o de :
<br />470/5701277012870 Impact PVC SGD w/AE
<br />1070 Technology Dr.
<br />Operator Type:
<br />SD
<br />PO Box 1529
<br />Configuration:
<br />HIJIS/Ast/Clip[AII,GS-15/32 HS/Ann Lami I
<br />Nokomis FL 34274
<br />M a.x 1.11.1 idth:
<br />203
<br />Max Height:
<br />96
<br />Referenced Standard: Product Rating:
<br />ASTM E1886JE1996-05 Missile Level D, Wind Zone 4, DP +/-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No:
<br />Test Reoort Ex6ration,
<br />FTL-6376/6377
<br />1 1111112014
<br />Authorized Signature:
<br />I,Iar�la Falke. Preske-it
<br />Keystone Certifications, Inc.
<br />1790 Old Trail Road, Suite D
<br />Ettiars, Pennsylvania 17319
<br />Phone: 717-922-8500
<br />Fax: 717-932-5501
<br />PRODUCT APPROVAL,
<br />PGT WINDOWS: FL239.2
<br />PGT SLIDING GLASS DOOR: FL8208.2
<br />OVERHEAD DOOR GARAGE DOOR: FL14170.3
<br />NTRY DOOR: FL15180.11
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HIM
<br />A
<br />Cn
<br />1WI1EMq
<br />A614
<br />
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