GENERAL NOTES: SERIES 570,2770 & 2810 LARGE MISSILE,IMPACT-RE,91-STANT, VINYL, REINFORCED SLIDING GLASS DOOR
<br />1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE�
<br />ALL RIGID WHITE OR TAN PVC A -NO COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, �LTO. 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�ANNEALED, SG-.090 DUPONT
<br />SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS). E�a=,090- DUPONT BUTACITE PVB:
<br />GLASS TYPE A: 3116' HS GLASS +.090" SG INTERLAYER + 3116" HS GLASS + 7116'AIR SPACE + 3116" T CAP
<br />GLASS TYPES: 311W WS_ GLASS+ -090" j5VB INTERLAYER +,3116;_AN, GLASS+ 7116" AIRSPACE+ 3/16FTCAP
<br />GLASS TYPE C: 311W JiS GLASS + .090- pv(3 INTERLAYER -t 3116" �N GLASS + 9/1 G' AIR SPACE WITH I-CE-AT-MIRROR FILM -k 311 a'. T CAP
<br />APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995.
<br />3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE
<br />CONSIDERED 1X INSTALLATIONS. IIX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED
<br />AS 2X ARE 1-li2"THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
<br />STRUCTURE, WOOD BUCK 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. 1W 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 EMSEDMENTS SHOWN ON TABLE i, SHEET 5. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS
<br />BEYOND THE SCOPE OF THESE INSTRUCTIONS.
<br />6) DESIGN PRESSURES:
<br />k NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130M4.
<br />=S ASTM El 300-04�
<br />S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE
<br />7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADIS CORRESPONDING TO THE REQUIRED DESIGN
<br />PRESSURE.THE 33113% STRESS INCREASE HAS NOTBEEN USEDINTHEDESIGN OFTHIS PR0IXJCT.THE 1.13LOADDURATION FACTORWAS
<br />USED FOR THE EVALUATION OF ANCHOR$ 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 PER THE FLORIDA BUILDING CODE.
<br />10) REFERENCES. TEST REPORTS FTL-6337 & 6338; EXOVA-110-DO2-71)2(A) & 1M06-10231;
<br />CAMBRIDGE 535753-09; ELCO ULTRACON NOA 407-0425.0liq ELCO CRETEFLEX NOA
<br />#03-0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA 910-0420,06, TAN PVC NOA
<br />#11-0902.10; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
<br />ALUMINUM DESIGN MANUAL
<br />DOO size
<br />Configuration
<br />Destan
<br />Cerfificaflon
<br />Numbem
<br />idth
<br />Height
<br />il Psf
<br />W PSI`
<br />_9FT
<br />W,
<br />Xim
<br />60
<br />60
<br />190-265,771
<br />20s,
<br />120"
<br />)000(vitfastragal
<br />60
<br />65
<br />190-267, 774
<br />203,
<br />96,
<br />X)=Wastragal
<br />60
<br />Go
<br />190-263,770
<br />241"
<br />96"
<br />)0=
<br />80
<br />80
<br />190-787
<br />201'
<br />96"
<br />)00(0 Wastraga[
<br />80
<br />80
<br />1 W264. 772
<br />203'
<br />961,
<br />)0= vdastragal
<br />90
<br />90
<br />190-266,773
<br />3116"HS GLASS
<br />3116'lHiS GLASS -
<br />DUFONT .090-4"T
<br />SENTRYGLASO
<br />7116'
<br />LASS
<br />G
<br />DESIGN PRESSURE RATING
<br />IMPACT RATING
<br />VARIES,
<br />SEE SHEETS 8 & 9
<br />LARGE & SMALL
<br />MISSILE IMPACT
<br />7116"MRSPACE
<br />7116"MRSPACE
<br />7/16'AIRSPACE
<br />3/16'AN GLASS
<br />3116'HS GLASS -
<br />7-
<br />INT1111. .4 EXT.
<br />DUPONT
<br />INT�P-
<br />�0901 PVB
<br />31W! GLASS 'file,
<br />3MVIGLASS
<br />NOM
<br />/-076
<br />/-�4 709
<br />GLASS
<br />k4
<br />C78CZ9'
<br />I I
<br />NOA DRAWING MAP
<br />7
<br />C71)t�)-�/Z�7 SHEET
<br />GENERAL NOTES ...... _.. 1
<br />GLAZING DETAILS. ........ I
<br />GLASS TYPE "A" GLASSTYPE"W
<br />SG LAMINATE, PVB LAMINATE, ELEVATIONS ...... __ ....... 2-4
<br />iNSULATED GLASS INSULATED GLASS HORIZ. SECTICINS..._.. 6
<br />1a16"NOM. VERT. SECTIONS ... 6
<br />ACCESSORIES ... ........... 7
<br />DESIGN PRESSURES 8-9
<br />WIWAIRSPACE
<br />3116*ANGLASS I EXTRUSIONS ....... ---------- 10
<br />3tte'HS GLASS PARTS LIST ....... ........ .... 11
<br />CONFIGURATIONS ......... 12
<br />PANIELTYPES ... ............ 13
<br />R FILM
<br />AEXT INT'10.
<br />DUPONT.OR'PVB - - - 31115TOLASS
<br />W16"
<br />NOM
<br />7/8'
<br />GLASS 1-800
<br />BfTE
<br />5
<br />3
<br />GLASS TYPE "C'
<br />PVS LAMINATE, INSULATED
<br />WITH HEAT -MIRROR FILM
<br />GLASS
<br />k4)"
<br />7'
<br />N1
<br />80
<br />0
<br />INSTRUCTIONS:
<br />1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
<br />R*V*#4br Dow.
<br />\ N &Ilt
<br />SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B
<br />\r
<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 801 PSF, OTHERWISE USE TABLE 2, SHEET 8.
<br />5B705
<br />nor
<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 NE T L TED
<br />X is SZE.
<br />of
<br />tu -
<br />D-100M Dmm ily
<br />3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS A E-DEFINED IN TABLE 1, SHEET 6,
<br />li�
<br />13
<br />GENERAL NOTES & GLASS TYPES J ROSOWSKI
<br />ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND K41NIMUM EDGE DISTANCE.
<br />4) FROM THE DESIGN PRESSURE TABL ES (TABLES 2-4, 8 HEETS 8 & 9), VE RIFY THAT TH E REQU IRED DES IGN
<br />() OF"'�'
<br />1070 TECHNCXOGYDMVE nIw
<br />JV' W
<br />'MM VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />I
<br />PRESSURE IS MET OR EXCEEDED, USE THE ANCHOR QUANTITIES SHOWN.
<br />10 N
<br />P-0. BM 15M
<br />5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7.
<br />UL 'E�k I
<br />NOKOM* rL 3W4 I smfw I Shii.1, I orii-iiii no. fur
<br />6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7.
<br />---
<br />L I
<br />570/277012870 1 NTS j...'1 OF.13
<br />CERT OF ALMN #29290 FLA-SGD570-
<br />DETAIL IDETAIL 2AI UETAI 2
<br />ERCW�
<br />_SON�y
<br />CONCRETEICMU
<br />Lino- -.1 L�� I M
<br />� �INTIO'
<br />TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
<br />PERANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6
<br />EDGE
<br />REQUIREMENT OISTANCE
<br />NON-STRUCTURAL -<3�0, ASTRAGAL ADD -ON REINF.
<br />-4�qy) ASTRAGAL ADD -ON 1 9@' - -,\
<br />65�
<br />ANCHOR
<br />91OX2-108VIS
<br />MENT - REINFORCEMENT SCREW
<br />2& TION
<br />AL
<br />FROM ENDS (FACTORY
<br />EQUALLY-SPACEDANI)7'
<br />,0P PER ASTRAGAL,
<br />114'j INSTALLED),
<br />AV 31 'r
<br />(4 0'
<br />POCKET
<br />P-HOOK
<br />FOR
<br />LOCKSTILES.
<br />ASTRAGALS,
<br />FIXED
<br />STILES AND
<br />HORIZONTAL
<br />RA18
<br />SEE NOTES
<br />3&6
<br />BELOW
<br />EXTERIOR
<br />ASTRAGAL
<br />LOCKSTLE
<br />PANEL WIUTH PANEL WIDTH
<br />DOOR FRAME WIDTH
<br />DOOR FRAME VVIOTH
<br />114, Mkx�
<br />E
<br />E 101 Y VA-AUQ
<br />DIST'AICE
<br />FOR TYP ANCHOR TYPE, 2-318'ROW
<br />INTERL SPACING
<br />OCKS
<br />EMBEDMENT AND EDGE.
<br />ONLY DISTANCE PER SUBSTRATE
<br />JL SEE TABLE 1, SHEET
<br />EDGE
<br />L--JL
<br />DISTANCE I
<br />FIXED PA
<br />AND ANC
<br />DETAILS1
<br />2X WOOD BLICKSTRIP r:MEIFDMNT FIXED STILE
<br />OR FRAMING, SEE TYPI. ANCHOR TYPE, EMBEDMENT ......
<br />NOTE 4, SHEET I 2XVJ OB.U1:KFT111
<br />AND F-UGF VISTANCE PER SUBSTRATE, OR FRAMING, SEE
<br />EDGE SEE TABLE 1, SHEET 6
<br />NOTE 4, SHEET I DETAIL 3
<br />I Of TANCE __
<br />... . ..... ...
<br />NON-STRUCTURAL INTO �YC�01) j
<br />ANCHOR
<br />EMBED
<br />MENT 1/4'
<br />MAX.
<br />Ilkllli
<br />DETAIL 2
<br />B
<br />-1 N TE R C. _K
<br />allIRED IF DOOR
<br />HEIGHT 15 DVER UT
<br />INTERLOCK
<br />_D_E_ - T-W IL 3 1
<br />F
<br />IX OR 2X WOOD
<br />INTO MASONRY
<br />IX CKST
<br />SUCK$TRIP SEE
<br />NOTE 4, SHEET I
<br />CONCRET
<br />PERANCHOR
<br />REQUIREMENT
<br />E(CMU
<br />M
<br />E SeDMENT
<br />71,
<br />TYP ANCHOR 7YPE, EMBEDMENT
<br />C8) AND EDGE DISTANCE PER
<br />SUBSTRATE SEE TABLE 1, S14CET a
<br />Q
<br />DISTANCE
<br />EDGE
<br />I
<br />Ina, 16 -
<br />114'MAX
<br />TYP- ANCHOR TYPE, EMBEDMENT
<br />AND EWE DISTANCE PER
<br />SUBSTRATE, SEETABLE 1, SKEETO
<br />D1=CE
<br />2-3fV ROW
<br />8
<br />SPACING
<br />MENT
<br />EMBED
<br />CbNCRETEiGMU
<br />?ER ANCHOR
<br />REQUIREMENT
<br />114- 4AX�
<br />[b E T-A-1 L73
<br />L,--,-
<br />_71
<br />��
<br />NOTES
<br />1) DETAILS APKY TO 2, 3 AND 4 TRACK
<br />11114 4 Rtd Or. Ok,.
<br />CONFIGURATIONS.
<br />OPTIONAL 2) SEE SHEETS 24 FOR ANCHOR LOCATION 8 SPACING. A,
<br />" - ", i
<br />P-HOOK 3)SEE7ABLIFS24FORRIFFINFORCEMEW
<br />@) ArINF. R.VWd9y.' OW& -
<br />REQUIREMENTS.
<br />PLATE (IT LONG, 4) CONTINUOUS ANCHOR PLA71E, ITEM #8, 15 REQUIRED Z 140.
<br />PANEL MOSPAN
<br />AT ALL FRAME ANCHOR LOCATIONS. Z:
<br />5) PANEL WIDTH DOES NOT INCLUDE VeaaIpJ- IF.
<br />P�HOOK
<br />46 REINF., Sa/ ASTRAGAL ADD -ON. INTERLOCK OR
<br />0 EXTERI 'T HORIZONTAL INSTALLATION DE OSOWSKI
<br />OR
<br />PLATE SMS, N.ClK!E , 1 e of
<br />0) ALL REINFORCEMENTS ARE APPROXIMATELY THE
<br />910 X 1-1/4' P-HOOK FULL LENGTH OF THE EXTRUSION- REFER TO TEST 0 f070 TEGWOLOGY DRIVE TNe"
<br />FL
<br />(5) U 2-5/0'O.C. \17 REPORTS FOR EXACT UIMENSIONS� At VENICE. FL 34275 VINYL SGD INSTALLATION GUIDELINES 18/10
<br />P.01 Box 1529
<br />DETAIL I WKOMI�k FL 34274 1 lshwt
<br />INTO WOO A. LYNN LE RE. I S0*0hda-
<br />P,E# CERr. OFAUB1. #29296 _� 570/277012870 1 NTS � 5 OF1 3 FLA-SGD570-01
<br />DETAIL �ETAI L 2A �bETAIL _�Ibj _DET411L�
<br />LT!LO MASO�RY I EwTa�LqPL_j INTO 1��N] IX OR 2X WOOD
<br />TYP. ANCHOR TYPE, EMBEDMENT AND REQUIRED IF DOOR SUCKSTRIP SEE
<br />CONCRETFICMIJ BUCKST NOTE 4, SHiET 1
<br />PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 6 EIGHT IS OVER 06'
<br />REQUIREMENT ED% ASTRAGAL ADD�ON CONCRETEiCULI
<br />DISTANCE 9�)9
<br />PERANCHOR
<br />L NON-STRUCTURAL 300 ASTRAGAL ADD -ON REINF.
<br />R
<br />EMBED-
<br />i MENT, EMBEDMENT
<br />REINFORCEMENT SCREW 5
<br />PTIONAL�,. PER ASTRAGAL,
<br />'I REQUIREMENT
<br />/__�70 SMS (�5) - ('�/ i
<br />�-�c) 0 07,
<br />"CUALLY-SPACEDAN �71
<br />1/4' FROM ENDS (FACTOR
<br />4AX WSTALLED, q-,,. 7y� TYRAINICHORTYPIE,EMBEDMENT
<br />AND EDGE DISTANCE PER
<br />ly
<br />SUBSTRATE. SEE TABLE 1. SHEET 8
<br />(D
<br />62g
<br />INTERLOCK
<br />EDGE
<br />EXTERIOR DISTANCE
<br />POCKET ASTRAGA�
<br />P+OOK I— I
<br />LOOXISTiLE
<br />FOR I LWIDTH PANELUD... 14" MAX-
<br />LOCKSTILES. DOOR FRAME WIDTH
<br />ASTRAGALS, DOOR FRAME WIDTH TYP. ANCHOR TYPE, EMBEDMENT
<br />FIXED AND EDGE DISTANCE PER
<br />Es AND 8 UBSTRATE, SEE TABLE 1. SHEET6
<br />HORIZONTAL
<br />STIL
<br />RAILS T_ 7Z'-
<br />EDGE E03E
<br />SEE NOTES
<br />3&6 DISTANCE #8 X 314"SMS REINFORCEMENT DISTANCE
<br />BELOW SCREW; 3 PER RAIL. LOCATE
<br />AT CENTERLINE AND 9' FROI
<br />ENDS (FACTORY INSTALLEEM
<br />2-318' ROW
<br />FOR TYP, ANCHOR TYPE. 2-3/8'ROW
<br />INTERLOCKS EMBEDMENT AND EDGE SPACING SPACING
<br />ONLY DISTANCE PER SUBSTRATE
<br />SEE TABLE 1, SPEET'i
<br />J
<br />EMBED
<br />E()GE MENT
<br />DISTANCE FIXED PANEL CLIP
<br />I AND ANCHORS, SEE STANDARD SCREEN CONCRETEiGMU
<br />DETAILSHEET 7 PERANCHOR
<br />2X WOOD 5UMfRIP REOUIMMEW
<br />OR FRAMING, SEE TYP. ANCHOR TYPE, EMBE DuENT EMBEDMENT EXTERIOR 1W MAX.
<br />NOTE 4, $MEET i 2XWOODBLIC STRIP PANELWIDTH
<br />AND EDGE DISTANCE PER SUBSTRATE,
<br />EDGE SEE TABLE 1, SHEET 6 OR FRAMING, SEE
<br />NOTE 4. SHEET 1 1 DETAI_L_3� '�7 [btTAIL 3
<br />DISTANCE DETAIL 20
<br />1NTE
<br />�_7_ NON-STRUCTURAL LLW0_W9_C0___J 1_i!iLOCK_]
<br />ANCHOR
<br />EMBED_ 1/4'
<br />MENT MAX. NOTES
<br />1) DETAILS APPLY TO 2,3 AND 4 TRACK
<br />CONFIGURATIONS. ON
<br />OPTIONAL 2) SEE SHE ETS 24 FOR ANCHOR LOCATION& SPACING. A
<br />C5P-HOOK 3) SEE TABLES 2-4 FORRIFINFORCEMENT
<br />REINF�' RECUIREMENTS. Riilftday OaW fl-w-
<br />PLATE(ITLONG,@-
<br />4) CONTINUOUS ANCHOR PLATE, ITEM #13, IS RECUIRED
<br />PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS.
<br />(�@P-HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR
<br />ASTRAGAL ADD -ON. 410's V �-- Luli,
<br />RUNF, EXTERIOR O)AUREI HORIZONTAL INSTALLATION DETAILS 'J ROSOWSKI
<br />PLATE SMS, 05
<br />_qCKE NFORGEMENTS ARE APPROXIMATELY THE S
<br />#10 X 1AW P-HOOK FULL LENGTH OF THE EX71RUSION. REFER TO TEST 1070 TECHNOLOGY DRIVE 77061; Data:
<br />J I
<br />(5) a 2-51X O.C. REPORTS FOR EXACT DIMENSIONS. IV, 148MCE. Ft 34275 VINYL SGD INSTALLATION GUIDELINES 11118/10
<br />P101 am Jimp
<br />DETAIL 1 /&,SIGN)\ 00 ACK011144 FL 34274 anewhii; No. Row
<br />114TO VMOD A. LYNN MILLER RE.
<br />RE # 50705 CERr. OF AUTR M296 570/277OJ2870 I NTS 5 OF 13 1 FLA-SGD570-01
<br />2-TRACK CONFIGURATION
<br />6"MAX. MAX.
<br />ANCHOR APPROX. 6.
<br />ANCHOR LOCATIONS FOR NON-STRUCTURAL
<br />[ME7JIU� �A LOCATIONS FOR 4EXT' (HEAD A SILL)
<br />BYPASS
<br />POCKET CONDITIONS.
<br />4EXT. I CONDITIONS. 21.6"
<br />1-- -- - ANCHORS INTO MAX,
<br />12' MAX. O.C, P-HOOK. D.C.
<br />J
<br />1 ANCHOR @ CENTER OF I ANCHOR 0 CENTER OF
<br />EACH PANEL SEE TABLE$ ACH PANEL SEF TABLES
<br />FQ7CT_ZL Bill L_ 'G1
<br />EXT.V ON SHEETS 8 & 9. ON SHEETS a 9,
<br />121F MIN. O.C.
<br />ANCHOR$ 0 CENTER OF 2 ANCHORS @ CENTER OF
<br />EACH PANEL. SEE TABL6$
<br />EACH PANEI-5EE TABLES
<br />SHEETS 8 6 S. ON L ONSHEETS8&9.
<br />F�TAIL 321
<br />E V
<br />EXT.V 41 MIN. D.C.
<br />4'MIN. O,C.
<br />3,219"MIN�Q.O.
<br />CLUSTER OF 3
<br />F
<br />ANCHURS 0 "LE STER 0
<br />NCHORS "" STLE
<br />INTLRS15rT1ONS_ o
<br />RSECT E
<br />SEE TABLES ON
<br />T,
<br />EXTY SHEETS 8 & S. EXr.V
<br />WTA.UE 1121 B&S.
<br />4'MIN. 0,C.
<br />4'MIN. O-C,
<br />1 __171 ,
<br />CLUSTER OF 5
<br />ANCHORS @ STILE CLUSTER OF 5 ANCHORS
<br />21 OSMILE INTERSECTIONS.
<br />.31 rD_ET_A__H2Fl
<br />TYR INTERSECTIONS, L L SEE TABLES ON SHEETS
<br />SEE TABLES ON
<br />EXT.T SH LXT.T 899
<br />3.219'MIN DC
<br />O.C.
<br />61 MAX. 6"MAX.
<br />70 END OF al(TOENDOF
<br />ATTACHED JAME ATTACHEDJAM3
<br />ANCI1DR@
<br />FTF !-A I __LF , 5
<br />EXTV ANCHOR @ ILL ENDS,
<br />9"EAD ENDS� EXT.V
<br />t2jg�. SEE TABLE 1, SHEET 6 FOR ANCHOR EIDG� DISTANCE AND EMBEDMENT.
<br />4' MIN
<br />1-375
<br />I'll
<br />E
<br />XT.V
<br />IEEPHOLE PATTERN 24- D.C.
<br />1 DETAI
<br />R
<br />Y
<br />INTO MASI
<br />1;iiUC_kFR1P
<br />TYP. ANCHOR TYPE. EMBEDMENT AND
<br />MIN. 2.7 KSI CONCRETE (9 EDGE DISTANCE PER SUBSTRATE,
<br />REQUIREMENT, SEE
<br />Row
<br />TABLE 1 SHEE
<br />HEAD PER ANCHOR SEE TABLE 1, 8HEET6
<br />EDGE
<br />SPACING-�
<br />DISTANCE
<br />I
<br />EMBED-'
<br />MENT.
<br />MAX
<br />WOOD
<br />BUCKSTRIP,
<br />SEE
<br />IXOR2X
<br />NOTE 4,
<br />SHEET I
<br />FOR
<br />LOCKSTILES,
<br />ASTRAGALS,
<br />FIXED STILES
<br />AND
<br />HORIZONTAL
<br />RAU
<br />WEEPHOLF PATTERN @ SILL ENDS
<br />DETAIL 41
<br />'I
<br />INTO WOOD
<br />EDGE DISTANCE PER SUBSTRATE,
<br />SEE TABLE I,SHEET6
<br />TYR ANCHOR TYPE, EM8EDMENT AND
<br />-318.
<br />EDGE Row I
<br />DisTANCE �\7S
<br />PACING
<br />EMBED�
<br />MFNT
<br />114'
<br />MAX.
<br />#8 X 314"SMS
<br />REINFORCEMENT SCREW;
<br />7 PER STILE, LOCATED AT
<br />CENTERLINE AND 6. 9"&
<br />12- FROM ENDS (FACTORY
<br />INSTALLEDI.
<br />DAYLIGHT _j
<br />X, OPENINGWIDTH.__
<br />DAYLIGHT
<br />-AIL:4- OPENING
<br />E
<br />HEIG14T
<br />OR
<br />PANEL TYPE PANEL TYPE
<br />PO
<br />- - -- W2;
<br />6_
<br />OTHERS
<br />(UNDER L
<br />SEPARATE
<br /><� <�
<br />APPROVAL)
<br />A DETAIL
<br />I SHEEr 6
<br />114TERLOCK
<br />SHOWN
<br />OF
<br />�01`
<br />17L
<br />PA
<br />3A
<br />NE
<br />--------------- -----
<br />------------------------
<br />6"MAX
<br />(HEAD& S1,11i
<br />ETAILCI
<br />DAYLIGHT OPENING IDLO) FORMULAS
<br />WIDTH: PANEL WIDTH - 8-9/19'
<br />HEIGHT: PANEL HEIGHT - a-W16'
<br />PANEL WIDTH
<br />OLD
<br />I
<br />[MIS!HEET
<br />j
<br />PANEL
<br />HEIGHT DLC
<br />I SHEET 5
<br />I
<br />HEAD
<br />6'MAX.
<br />& SILL)
<br />a- MAX.,
<br />(HEAD& SILL)
<br />C3+1 ANCHOR
<br />CS-2 ANCHOR
<br />CON FIGURATION SHOwN
<br />__,"CONFIGBURATION SHOWR
<br />ISEE APPLICABLE OP
<br />(SCE APPLICABLE DIP
<br />TA131-ES 2. 3 OR 4)
<br />TABLES 7- 3 OR 4)
<br />NOTES:
<br />1)FOR ONFIGURATIONS, SEE SHEET 12.
<br />2) FOR ANCHOR EDGE DISTANCE AND
<br />EMBE DMFNT� SEP TABLE 1 SHEET 6.
<br />3) DAYMHT OPENING JDLO) FORMULAS:
<br />WIDT14: PANEL WIDTH - 6016'
<br />HEIGHT: PANEL HEIGHT - 8-91161
<br />I I I I
<br />Reviiied8y, Lin&
<br />ROW.
<br />qN
<br />lk�
<br />5
<br />- C 1112-
<br />t4_ T
<br />$�, �1 ..
<br />ANCHOR LOCATIONS (2 TR.ACKS)
<br />J ROSOWSKI
<br />-4u
<br />-
<br />VINYL SGD INSTALLATION GUIDELINES
<br />E9
<br />11/18110
<br />1�/l 8110
<br />FLOW
<br />'q -, - ,
<br />S/ONP,\-
<br />VM= FL 34276
<br />P.O. E!QK 1529
<br />MWCW14 rL 34274
<br />SheaL
<br />D.W*w
<br />A. LYNN MILLER P I-
<br />57012770/2870
<br />NTS1
<br />2 OF 13
<br />A-S7G
<br />FLA-SG, 0-01
<br />7 L 1)5�0_01
<br />D57
<br />SILLRI ERVARIES
<br />WITH REGUIRED
<br />POSITIVE DESIGN
<br />[�J -I
<br />"I PRESSURE, SEE TA13LE
<br />CO - - EE NOTES It A, SHEETS 9 & a.
<br />-ME
<br />HEIGHT, PANEL i L3
<br />3&6
<br />HEIGHT U3
<br />BELOW X
<br />2
<br />@)
<br />TABLE$ Z
<br />2,3&4 < FRAME
<br />U71
<br />HFIGHT -
<br />2-10
<br />4.51W
<br />Ato RISER RISER
<br />4-1(21
<br />RISER
<br />DETAIL 4
<br />NTAD MASONRY
<br />TYP. ANCHOR TYPE, EL48EDMENT AND
<br />SEE TABLE 1, SHEET 6
<br />-EDGE DISTANCE PER SUBSTRATE,
<br />EDGE
<br />STANCE
<br />\ " W D
<br />I rAll IN
<br />1W
<br />NAX,
<br />TABLE 1, ANCHOR TYPES:
<br />DittAIL 4
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE
<br />SEE TABLE 1,.9HEET
<br />EDGE
<br />CISTANK.X
<br />1/0'MIN. 605345
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO HE PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />SEE TABLE 1, SHEET 6 10 GASTEEL STUD OR A36
<br />EDGE STRUCTURAL STEEL
<br />DISTANC_�� SLM38TRATE
<br />EDGE DISTANCE PER SUBSTRATE,
<br />E
<br />'DETAIL 4
<br />METAL SUBSTRATE DETAILS SHOWN FOR HEAD
<br />(SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET JAMB)
<br />NOTES
<br />1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
<br />2) SEE SLIEL IS 24 FOR ANCHOR LOCATION & SPACING.
<br />3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREVENTS,
<br />13 4) CONTINUOUS ANCHOR PLATE, ITEM ft, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
<br />101102 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCH OR ASTRAGAL ADD -ON.
<br />6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRLISION. REFER TO
<br />8) TEST REPORTS FOR EXACT DIMENSIONS.
<br />VIN111 All
<br />GROUTAS
<br />114" EE ST4SE
<br />114'
<br />MAX. I
<br />MAX, A.W.Mdar. Dahr
<br />;EDE",
<br />.�OTE 5
<br />SHEET' 551 cIr
<br />1
<br />MIN 27
<br />CONCRETE di _k
<br />: LU
<br />Description. ui� W.
<br />EDGE 2X WOOD BUCKSTW EDGE
<br />SILL PFR ANCHOR OJSTANrF
<br />DISTANCE REQUIREMENT. OR FRAMING, SEE of VERTICAL INSTALLATION DETAILS
<br />NOTE 4, SHEET I TYP, ANCHOR TYPE, EMBEDMENT J ROSOWSKI
<br />TYP, ANICHOP SEE TABLE i, j jr 7-
<br />ANDE 5HIZET 5 AND EDGE DISTANCE PIER 0 1070 7EC"AMOGY DRAIE rieff.,
<br />SUBSTRATE, SEE TABLE 1, SHEET 5 SUBSTRATE, SEE TABLE 1, SHEET 6 It VENICE, FL34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-UE-Tafc-5� I DETAIL 5 1
<br />P.Q BOX lag
<br />rTNT_0114A�6-7Y L_��O -IDOO PWOKOMIS� FL W74
<br />j A. LYNN MILLER, PA.
<br />P.E.# 58705 CCRT OF AU774. #29M 570/2770/2870 NTS 6 OF 13 FLA-SGD570-01
<br />Type
<br />Substrate
<br />Anchor
<br />MI I
<br />Emeba mum
<br />edment
<br />Min, Edge
<br />DIMnee
<br />A
<br />P,T. Sauthem Pine
<br />(60"55)
<br />#12 Sheet MeIA Screw fGS)
<br />1-315"
<br />314
<br />1114'r-Ten Uitil;Gon
<br />i-1/r
<br />11-3/4"
<br />1/4" Eiro CmIL-Flex SS4
<br />-
<br />1.112"
<br />1-3t4"
<br />AlLonimmn, 6063-T5 min.
<br />412 Sheet Metal Screw (G5)
<br />0.125"
<br />112'
<br />n.
<br />e rew
<br />A35 Steel
<br />4112 Sheet Metal Screw IG6)
<br />189a(0,0451')
<br />112,
<br />B
<br />P.T. SuLthem Fine (SG ZS)
<br />#12 Wood Screw (G5)
<br />314'
<br />Gamete CmIn. 2.7 W�
<br />1W Elco UttraCan
<br />1.318.
<br />1.
<br />C
<br />Concide On. �35 kai)
<br />IM'Elcu Crate -Flex SS4
<br />1�3M'
<br />1.
<br />UngraAed CMU. Jarribs Only
<br />(AS] M 0�90)
<br />1W Elco UltraCon
<br />11,V'Elce Cmie-Flex SS4
<br />I-Itt'
<br />1-114
<br />1.
<br />Comme (min 2,7 Is,
<br />1/4' Elco UftmCon
<br />2-1/7
<br />Concrde (min, 3.35 ksl)
<br />1W Elco Qeta-Flex 984
<br />1-311"
<br />2-112"
<br />Ungrouled CMU, JaMb5 Ordy
<br />(ASTIM t,-uuj
<br />114* EIC:0, U11raCoij
<br />-14'
<br />2-112-
<br />IW'Erca CrewFfex SS4
<br />1-114"
<br />KLYSTON
<br />D,,-t un, Ti- It:
<br />CERT]FICATION AUTHORIZAnON REPORT
<br />FRNI B 1 -02
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12/1412010
<br />CAR Expiration Date: 11/11/2014
<br />Company Code: 190
<br />This Cerfification Authorization Report (CM) is issued by KP_,,-,1ona GR.rtficajons Ine MCI) after fu I validation review
<br />of three oroduct qualification documents for 9-te product narned below. This report is only val.d when Signed by tlre
<br />K(
<br />-"esid ant o :1.,gnd nd cates -hp pror,.uct as mantfla.C.tUrF-d by the company named belcroi has been tested and meets
<br />-he requiiamEnis of thra referenceii standa�c a��d.s ehig.ble for the application Of FMA Keystone Certification Program
<br />certification labels. Licensee stipu tales in affixing certification la be s to pi, oducts. that 9-ose prod u cts ai e r op re se ntat ive
<br />of the spearrien evaluated and documented fo, certification au-itionzation. Only products bearing such a cert.ficadon
<br />label shall be --onsidered cer-Med. The nfo, -nation in this report can be verified at w,,,W-k-eystonecerts-com.
<br />Company Information:
<br />Product Information:
<br />PGT Industries
<br />Moda:
<br />470/570/2770/2870 Impact PVG SGD w/As
<br />1070 Technology Dr.
<br />Operator Type:
<br />SID
<br />PO Box 1529
<br />Configuration:
<br />H/J/S/AsUCIip1AII,GS-15/32 HS/Ann Lam 1
<br />Nokomis FIL 34274
<br />M a.x 'A' idth:
<br />203
<br />Max Height:
<br />96
<br />--rproduct Rating:
<br />Ref@renced Standard:
<br />ASTM E1886/E1996-05 Missile Level D, Wind Zone 4, DP +1-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No:
<br />Test Reoort Expirat
<br />FTL-6376/6377
<br />1111112014
<br />Authorized Signature:
<br />';V� "q
<br />_Ike st-nerpr.scorn
<br />Keystone Certifications, Inc.
<br />1790 Old Trail Road, Suite D
<br />Ettars, Pennsylvania 17319
<br />Phone: 717-932-SSOC
<br />Fax: 717-9:32-5501
<br />PRODUCT APPROVAL
<br />PGT WINDOWS: FL239.2
<br />PGT SLIDING GLASS DOOR: FL8208.2
<br />OVERHEAD DOOR GARAGE DOOR: FL14170.3
<br />PLASTPRO ENTRY DOOR: FL1 5180.11
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />Cn
<br />
|