|
GENERAL NOTES: SERIES 570 2770 & 287U LARGE MISSILE IMPACT -RESISTANT 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 AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS,'LTD. HAS BEEN TESTED TO
<br />COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
<br />1.1118" NOM. 1-if18' NOM,
<br />2 GLAZING TYPE OPTIONS: - - -
<br />0 S. FROM EXTERIORTOINTERIOR - T-TE P R H -H ( ), _ M E ED, S EAT STRENGTHED, AN -ANNEALED, 5Ga,090 DUPONT - - 7116"AIRSPACE - 7/16'AIRSPACE
<br />5ENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS), PVB=,090" DUPONT BUTACITE PVB:
<br />GLASS TYPE A: 3116" HS GLASS + .090" SG INTERLAYER + 3/16" HS GLASS + 7/16" AIR SPACE + 3116" T CAP ins' Hs GLASS 3116' AN GLASS
<br />GLASS TYPE B: 3116" HS GLASS + -090" PVB INTERLAYER + 3116'AN GLASS + 7116" AIR SPACE + 3116" T CAP WI6' HS GLASS 3n6• HS GLASS
<br />GLASS TYPE C: 3116" HS GLASS + ,090" PVB INTERLAYER + 3/16" AN GLASS + 9/16' AIR SPACE WITH HEAT -MIRROR FILM + 3/1B" T CAP
<br />APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING M. 4exT, INT* 4E_XT. INT.►
<br />DUPONT ,090" DUPONT
<br />3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-92' HICK ARE TO BE SENTRYGLASS - •090' PVB
<br />3118` T GLASS 7/ 8'
<br />3116' T GLASS
<br />CONSIDERED iX INSTALLATIONS. _ -
<br />1
<br />D ALLATIONS. 1X WOOD BUCKS S A 1 O U K RE OPTIONAL IF NIT IS INSTALLED ' 1 T! 6 -
<br />U S LED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
<br />AS 2X ARE 1-1/2" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO HE II NOM 7 NOM 76
<br />STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 1 -.
<br />r
<br />718, - 8 79
<br />7/&• � 79
<br />I
<br />0 I
<br />J
<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} GLASS 37 GLASS j it
<br />(MAX. W4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND NOA DRAWING MAP
<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. 1 2 r % 71 7 SHEET
<br />3 3 GENERAL NOTES .......... 1
<br />5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO GLASS TYPE "A" GLASS TYPE "B" GLAZING DETAILS ......... 1
<br />ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY 15 THE RESPONSIBILITY OF OTHERS AND IS SG LAMINATE, PVB LAMINATE, ELEVATIONS.. ................2-4
<br />BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSULATED GLASS INSULATED GLASS HORIZ, SECTIONS ... ...... 5
<br />VERT, SECTIONS ..........6
<br />6) DESIGN PRESSURES: IS/16" NOM. ACCESSORIES...............7
<br />A. NE GATIVE DESIGN LOADS BASED N TESTED O ES ED PRESSURE AND GLASS TABLES E130 4.
<br />T M 0-0
<br />- DESIGN PRE 8-8
<br />9/76" AIRSPACE S$URES,.,.
<br />B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04. 3/16 nN GLass EXTRUSIONS ..................10
<br />7 THE N
<br />PARTS LIST... .................11
<br />AN
<br />CHORAGE METHODS n OD5 SHOWN HAVE BEEN DESIGNED TO RESIST T 3 8 HS GLASS
<br />) S HE WINDLQADS CORRESPONDING TO THE REQUIRED DESIGN _
<br />CONFIGURATIONS........12
<br />HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. HE 1.6 LOAD DURATION FACTOR WAS ` .PANEL TYPES................. 13
<br />PRESSURE. THE 33113% STRESS INCREASE
<br />USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL HEAT-MLRRQR FILM
<br />MEET HE REQUIREMENTS OF HE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4EXT i INN,►
<br />3116" T GLASS
<br />8) SHUTTERS ARE NOT REQUIRED. DupoNT.Dec'Pve ,
<br />7116" 1
<br />NOM �41
<br />0) 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-10-002-792(A) & 10-006-10231;
<br />CAMBRIDGE 535753-09; ELCO ULTRACON NOA #07-0425.D1; ELCO CRETEFLEX NOA
<br />#03-0225.05: VISION EXTRUSIONS, LTD. WHITE PVC NOA #10-0420.06, TAN PVC NOA
<br />#11-0902.10; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
<br />ALUMINUM DESIGN MANUAL
<br />DoorSize
<br />Configuration
<br />Design
<br />Certification
<br />Numbers
<br />Width
<br />Height
<br />(+) psf
<br />(-j pef
<br />241"
<br />W.
<br />XXXX
<br />60
<br />60
<br />190 265, 771
<br />20y,
<br />120"
<br />)000(w/astragal
<br />60
<br />65
<br />190-267, 774
<br />203'
<br />9T
<br />XKKX W/astragal
<br />60
<br />60
<br />190-263, 770
<br />241"
<br />96"
<br />)0=
<br />80
<br />80
<br />190-787
<br />203'
<br />96"
<br />XXXA w1astragal
<br />80
<br />80
<br />190-264, 772
<br />203'
<br />96"
<br />XXXxw/aSlragal
<br />g0
<br />90
<br />190-266, 773
<br />DESIGN PRESSURE RATING
<br />IMPACT RATING
<br />VARIES,
<br />SEE SHEETS 8 & 9
<br />LARGE 8 SMALL
<br />MISSILE IMPACT
<br />1
<br />71Wr r80
<br />GLASS
<br />BrTH 37
<br />I �
<br />1 2 i
<br />3
<br />GLASS TYPE "C"
<br />PVB LAMINATE, INSULATED
<br />WITH HEAT -MIRROR FILM
<br />GLASS
<br />INSTRUCTIONS:
<br />1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
<br />i t t I I 1 I t 11,
<br />RPVWdey: UAW
<br />LYNN utz' ,
<br />SLIDING GLASS DOORS MAYBE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B
<br />OR C, USE TABLE SHEET
<br />\��"I
<br />. `c1,• �G5NS5
<br />~ *
<br />4, 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN
<br />�� ::
<br />Re 6edBy;N„L,
<br />PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8.
<br />ins
<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 />_
<br />-
<br />=_ (�
<br />tin
<br />3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 6,
<br />' O '•. I t +� 41�
<br />GENERAL NOTES & GLASS TYPES J ROSOWSKI
<br />ALONG THE APPROPRIATE MINIMUMEMBEDMENT EDGE DISTANCE
<br />THE
<br />� OP.-''
<br />�it F_
<br />10 01 NMOGYD VE Title: Dols:
<br />4) FROM HITH
<br />E DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS &). VERIFY THAT REQUIRED DESIGN
<br />PRESSURE IS
<br />OR
<br />%� „. �"INYL
<br />SGD INSTALLATION GUIDELINES 11J18/10
<br />MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN.
<br />��`SS/ONA� t`
<br />P.O.oeoxr52B
<br />5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7.
<br />7///r'I t }\t�
<br />NOKOMA FL 34274 aeteeAlodet ahaa OrawhgNO. tar
<br />6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET T.
<br />A. LYNN MILER, P.E.
<br />P,E.# 58705
<br />aFAtliH. r2B29B 570J2770I2$70 NTS 1 OF 13 FLA-SGD570-01
<br />- - -
<br />DETAIL 1 DET�L2AS
<br />CONCRETEICMU TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
<br />PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6
<br />REQUIREMENT DISTAM1ICE -+I ,-36 ASTRAGAL ADD.ON I
<br />�.i
<br />NON-STRUCTURAL ASTRAGAL ADD -ON F TURAL f A D REIN .
<br />! 30
<br />/ ANCHOR i
<br />EMBED: " • f -_ ` #70 X 2-1t2^SMS C5�-`.
<br />REINFORCEMENT SCREW; 5
<br />MENT )"' OPTIONAL',, PERASTRAGAL,
<br />�_ \� i 1 6JEQUALLY-SPACED AND 7-
<br />1/4' ( rho _ # j FROM ENDS (FACTORY
<br />•v fh� -%: - C"-`�-"`r L-u'` r v ' INSTALLED).
<br />6�7 EXTERIOR
<br />POCKET ASTRAGAL
<br />P-HOOK15
<br />LOCKSTILE
<br />PANEL WIDTH
<br />FOR
<br />LOCKSTILES, - C - -----
<br />ASTRAGALS, _
<br />FIXED
<br />STILES AND 114"MAX, r
<br />HORIZONTAL ..�
<br />EDGE
<br />SEE NOTE9 DISTANCE f
<br />BELOW
<br />1
<br />FOR TYP, ANCHOR TYPE 2-31W ROW
<br />INTERLOCKS EMBEDMENT AND EDGE SPACING,
<br />ONLYDISTANCE PER SUBSTRATE,
<br />1�-
<br />�'�� SEE TABLE 1,SHEET 6
<br />�EJ
<br />2X WOOD BUCKSTRIP
<br />OR FRAMING, SEE TYP AN
<br />NOTE 4, SHEET 1 - AND EDGE
<br />EDGE SEE TAB
<br />1 -I DISTANCE ly
<br />EMBED-
<br />MENT
<br />RHOOK / I
<br />45 REINF. r
<br />PLATE (12' LONG, @__� ----I
<br />PANEL MIDSPAN -
<br />l46 P-HOOK
<br />REINF.
<br />PLATE SMS, KET
<br />#10 X 1-1W P-HOOK
<br />W Q 2.5/8. O,C.
<br />I DETAIL 1
<br />INTO WOOD
<br />DETAIL 2
<br />"NIT
<br />-- PANEL WIDTH �-
<br />DOOR FRAME WIDTH . - .------
<br />-------- DOOR FRAME WIDTH
<br />#8 X 3W SMS REINFORCEMENT
<br />SCREW; 3 PER RAIL. LOCATED
<br />AT CENTERLINE AND 9' FROM
<br />ENDS (FACTORY INSTALLED)
<br />CHORTYPE,
<br />LE
<br />EDGE
<br />'� '
<br />DISTANCE
<br />Fp(ED PAN:'
<br />LAND
<br />ANCHORS, SEE (�
<br />1
<br />EMS EDMENT-t•-�I
<br />DETAILSHEET7
<br />FIXED STILE
<br />EMBEDMENT
<br />2X WOOD BUCKSTRIP
<br />'-"" - ---_-_ PANEL WIDTH
<br />DISTANCE PER SUBSTRATE,
<br />1, SHEET 6
<br />OR FRAMING, SEE
<br />DETAIL
<br />NOTE 4, SHEEN 1
<br />DE I nl L 3
<br />NON-STRUCTURAL
<br />INTO WOOD I
<br />ANCHOR
<br />1/4"
<br />:WIRED IF DOOR
<br />HEIGHT 15 OVER 98"
<br />INTERLOCK
<br />1
<br />STANDARD SCREEN
<br />EXTERIOR
<br />IDETAIL 2
<br />INTERLOCK
<br />DETAIL 3
<br />INTO MASONRY 1X OR 2X WOOD
<br />S UCKSTRIP SEE
<br />_ 1X BUCKSTRIP NOTE 4, SHEET 1
<br />` CCNCRETEICMU
<br />'\ PER ANCHOR
<br />REQUIREMENT
<br />r
<br />EMBEDMENT
<br />` L TYP. ANCHOR TYPE, EMBEDMENT
<br />T AND EDGE DISTANCE PER
<br />SI�STRATE, SEE TABLE 1, SHEET 6
<br />�� I � JJJ• .
<br />r� � I I _ EDGE
<br />DISTANCE
<br />103 �•� -J -
<br />10 16�
<br />IlIQ
<br />t+-- 114' MAX.
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />AND EDGE DISTANCE PER
<br />SUBSTRATE, SEE TABLE I.SHEET6
<br />EDGE
<br />fIf ° DISTANCE
<br />IF
<br />I
<br />8 2.3/6' ROW
<br />- ` * SPACING
<br />IMIItWtU(Ik11G -A
<br />c MENT
<br />MENT
<br />^ , CbNCRETEICMU
<br />PER ANCHOR
<br />II REQUIREMENT .. .
<br />---i I'�-'- 1A' MAX. ..
<br />DETAIL 3
<br />INTO MASONRY
<br />MAX. NOTES
<br />--__
<br />_ 1)DETAILS APPLY TO 2,3 AND 4 TRACK
<br />CONFIGURATIONS.
<br />20�UPADNAL 2) SEE SHEETS 2�1 FOR ANCHOR LOCATION & SPACING.
<br />3)SEETABLES 2-4 FOR.REINFORGEMENT
<br />REQUIREMENTS.
<br />4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED
<br />AT ALL FRAME ANCHOR LOCATIONS.
<br />5) PANEL WIDTH ODES NOT INCLUDE INTERLOCK OR
<br />EXTERIOR ASTRAGALADDON.
<br />8 ALL REINFORCEMENTS ARE APPROXIMATELY THE
<br />P
<br />I FULL LENGTH OFTHE EXTRUSION. REFER TO TEST
<br />" REPORTS FOR EXACT DIMENSIONS.
<br />Ravbed BY.
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<br />Rerdslal:
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<br />o'.jo�` �.-
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<br />© FLIOS?YQ?•- \
<br />SIONAL
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<br />A. LYNN MILLER, P.E.
<br />P.E.#56705
<br />IF
<br />Re bed By.
<br />Deb
<br />Aevbhn:
<br />Daeuryuan:
<br />.HORIZONTAL INSTALLATION DETAILS
<br />Drawn ay
<br />J ROSOWSKI
<br />10T07ECNNOLoaYDR/VE
<br />AL VENICE, R 34275
<br />No oeBOX r 1529 4
<br />VINYL SGD INSTALLATION GUIDELINES :,IT,8/10
<br />SedrrvMfodei-
<br />570/2770/2870
<br />Smle:
<br />NTS
<br />Short
<br />5 OF 13
<br />pastre Na.
<br />FLA-SGD570-01
<br />Rsr.
<br />CPRT.CIFAO7rJ M?9295
<br />DETAIL 1 DETAIL 2A M-�l
<br />INFQ MASONRY-T !_ASTRAGAL
<br />CONCRETEICMU TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
<br />PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 f
<br />REQUIREMENT DISTANCE 36 ASTRAGAL ADD-oN q 9
<br />1 _ - NONSTRUCTURAL ASTRAGAL ADO -ON REINF./
<br />.L — r •• . ' f _.. ANCHOR / i � ��
<br />EMBED-
<br />MENT REINFORCEMENT SCREW; 5 '
<br />r_OPTION, \\ ti PERASTRAGAL,
<br />--•_ \, �- EQUALLY -SPACED AND?*
<br />FROM ENDS (FACTORY �)
<br />114J - 1'-`d� L/t1) ...._._.! INSTALLED).FJC'�=.
<br />MAX. �1 -
<br />POCKET
<br />P-HOOK
<br />LOCKSTILE
<br />�i RANEL WIDTH
<br />FOR
<br />LOCKSTILES, j - ---
<br />ASTRAGALS, J
<br />FIXED
<br />STILES AND 114' MAX. --I
<br />HORIZONTAL I
<br />RAILS T
<br />- - SEE NOTES EDGE
<br />3 & 6 DISTANCE
<br />BELOW I
<br />}
<br />FOR 2-318" ROW
<br />INTERLOCKS TYP. ANCHOR TYPE, SPACING
<br />EMBEDMENT AND EDGE
<br />ONLY DISTANCE PER SUBSTRATE,
<br />g SEE TABLE 1, SHEET6
<br />2X WOOD 51JCKSTRIP
<br />OR FRAMING, SEE TYP, AN
<br />NOTE 4, SHEET 1 AND EDGE
<br />EDGE _ SEE TABLE
<br />-i pISTAN' I~
<br />EMBED
<br />MENTE—]L
<br />RUIRED IF DOOR
<br />HEIGHT IS OVER 96'
<br />-CO, EXTERIOR
<br />9s INTERLOcK
<br />ASTRAGAL
<br />Ir-i�] BOX SI
<br />�J
<br />+-- PANEL WIDTH -----
<br />-
<br />DOOR FRAME WIDTH
<br />-----
<br />-- ------- DOOR FRAME WIDTH
<br />#8 X 314" SMS REINFORCEMENT
<br />SCREW; 3 PER RAIL, LOCATED
<br />AT CENTERLINE AND 9" FROM
<br />ENDS (FACTORY INSTALLED)
<br />DETAIL 31
<br />1X OR 2X WOOD
<br />9Y1'O MASONRY SUCKSTRIP, SEE
<br />1X BUCKSTRIP NOTE 4, SHEET 1
<br />CONCRFTFfCMU
<br />PER ANCHOR
<br />aRC// I REQUIREMENT
<br />hi I EMBEDMENT
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />6 AND EDGE DISTANCE PER
<br />. f {SUBSTRATE. SEE TABLE 1, SHEET 8
<br />7
<br />—' EDGE
<br />DISTANCE
<br />t-6
<br />Fes- 114" MAX.
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />AND EDGE DISTANCE PER
<br />SUBSTRATE. SEE TABLE 1. SHEET
<br />f E03E
<br />' DISTANCE
<br />itltlll#IIP'1
<br />Ir� 2.31W ROW
<br />SPACING
<br />EMBED -
<br />CH
<br />EDGE / / I !I ��
<br />DISTANCE I (' FIXED PANEL CLIP
<br />L i AND ANCHORS, SEE
<br />OETAILSHEET 7
<br />' �'-="J'� : . r MENT
<br />5t6 I . CQNCRETEfCMU
<br />t--• s STANDARD SCREEN PER ANCHOR
<br />EMBEDMENT -}----.-�
<br />FIXEDS71LE
<br />! 1r I REQUIREMENT
<br />OR TYPE. EMBEDMENT
<br />2X WOOD BUCK ;TRIP
<br />I EXTERIOR ---1 �-- 114' MAX.
<br />""`- - -- PANEL WIDTH
<br />, DISTANCE PER SUBSTRATE,
<br />t,sHEErs
<br />OR FRAMING, SEE
<br />NOTE 4,SHEETI
<br />'I
<br />DETAIL 31
<br />DETAIL 2 DETAIL 31
<br />INTO WOOD
<br />NONSTRUCTURAL
<br />INTERLOCK INTO MASONRY
<br />ANCHOR
<br />114"
<br />r
<br />2-TRACK CONFIGURATIONS DETA1lC�
<br />-. W MAX. MAX. -DETAIL C1 f LLLI THIS SHEE
<br />THIS SH
<br />❑EraL E ANCHOR APPROX.V.
<br />ANCHOR I LOCATIONS FOR NONSTRUCTURAL i---
<br />DETAIL A- POCKET LOCATIONS FOR NEXT. BYPASS (HEAD & SILL)
<br />+EXT. CONDITIONS.
<br />I
<br />I CONDITIONS. 27.8' I
<br />ANCHORS INTO MAX,
<br />12"MAX. O.C. _ P-NOOK. O.C.
<br />i
<br />1 ANC CENTER OF ANGHO CENTER OF
<br />_...._ ANCHOR Q E -. �
<br />DETAILBI EACH PANEL. SEE TABLES ❑ w EACH PANEL. SEE TABLES
<br />O SHEETS 8 O N 8 9.
<br />N SHEETS B 8 9.
<br />-
<br />@XT. - Y
<br />3.219' MIN. O.C.
<br />' 2 ANCHORS @ CENTER OF -- 2 ANCHORS @ CENTER OF
<br />IDErAIL B EACH PANEL. SEE TABLES ON EACH PANEL. SEE TABLES
<br />SHEETS 8 & 9. ON SHEETS 88 9.
<br />EXT.�
<br />EXT.�
<br />4" MIN. O.C.
<br />- A' MIN. O.C.
<br />3.219" MIN.O.C- --a -
<br />-- CLUSTER OF3 CLUSTERDF3
<br />ANCHORS @ STILE W
<br />C>RS STILEINTERSECTIONS- RSE
<br />SEE TABES ONTABLEe&9E'erSHEETS889. EXT.VIN. O.C.
<br />4' MIN. D.C.
<br />V MIN, O,C.
<br />DETA
<br />CLUSTER OF 5 CLUSTER OF 5 ANCHORS
<br />ANCHORS I STILE @ STILE INTERSECTIONS.
<br />2.376" TYP. INTERSECTIONS. IDETAIL H2 SEE TABLES ON SHEETS
<br />SEE TABLES QN
<br />EXT.T SHEET58&9. EXT♦ ----
<br />3.21W MIN. O.C. - --j 4' MIN. O.C.
<br />6'MAX. 6' MAX.
<br />(TO END OF (TO END OF
<br />ATTACHED JAMB ATTACHED JAMB
<br />DETAIL DETlUL F = i ANCHOR D
<br />1 ANCHOR @ I SILL ENDS,
<br />EXT•T HEAD ENDS. EXT.T
<br />NOTE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT.
<br />1.37
<br />EXT.V
<br />rEEPHOLE PATTERN Q 24" O.C.
<br />DETAIL 4
<br />INTO MASONRY
<br />1X BUCKSTRIP
<br />TYP. ANCHOR TYPE, EMBEDMENT AN
<br />MIN. 2.7 KSI CONCRETE @ ECGE DISTANCF PER SUBSTRATE,
<br />HEAD PER ANCHOR SEE TABLE 1, SFEET 8
<br />REQUIREMENT, SEE /2-wir
<br />TABLE 1. SHEET 6 I jjj''' ROW EDGE
<br />--
<br />SPACING I+
<br />a DISTANCE
<br />EMBED--
<br />MENT. ° .•''- ;
<br />` �i..._���LL jz
<br />Tj-114'
<br />WEEPHOLE PATTERN SILL ENDS
<br />DETAIL 4
<br />INTO WOAD^1
<br />O
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />`---EDGE DISTANCE PER SUBSTRATE,
<br />1 SEE TABLE 1, SHEeT 6
<br />EDGE _ ROW
<br />DISTANCE SPAC9YG
<br />1XOOD
<br />W
<br />7
<br />BUCKSTRIP,
<br />SEE
<br />NOTE 4,
<br />I
<br />37
<br />SHEET 1
<br />FOR
<br />LOCKSTILI:S,
<br />a
<br />ASTRAGALS,
<br />(TERIOR
<br /></
<br />\�
<br />FIXED STILES
<br />AND
<br />HORIZONTAL
<br />HAIf.S
<br />..!" EMBED-
<br />MENT
<br />1M.f1
<br />MAX.
<br />#B X 314" SMS
<br />REINFORCEMENT SCREW;
<br />7 PER STILE, LOCATED AT
<br />CENTERLINE AND 6". 9' &
<br />12' FROM ENDS (FACTORY
<br />INSTALLED}.
<br />/ I
<br />i POCKET .
<br />I BY •'
<br />OTHERS
<br />(UNDER
<br />SEPARATE
<br />f,
<br />APPROVAL)
<br />/ � r
<br />I
<br />---------
<br />a' MAX.,
<br />1HEAD & SILL)I'-
<br />DAYLIGHT
<br />OPENING WIDTH
<br />l
<br />'X OR 'O'
<br />PANELTYPE
<br />ET
<br />AIL 1
<br />BEET V
<br />C3+1 ANCHOR
<br />CONFIGURATION SHOWN;
<br />(SEE APPLICABLE DP
<br />TABLES 2,3 OR 4)
<br />DETAIL d OAYII{GHT
<br />SHEET 6 DPENiNG
<br />HEIGHT
<br />W
<br />PAN ELTYPE
<br />INTERLOCK /
<br />snawN
<br />IFrL
<br />PANEL 6" MAX.
<br />(@ HEAD
<br />DAYLIGHT OPENING DLO FORMULAS ( 1 DR ULAS
<br />WIDTH: PANEL WIDTH- 8-9n1i-
<br />HEIGHT: PANEL HEIGHT-8-9V1fi
<br />j-------
<br />PANEL WIDTH---_----�-.
<br />OLD
<br />E
<br />'
<br />T
<br />PANEL
<br />HEIGHT DLC
<br />j
<br />& SILL)
<br />1 4 _.
<br />T . 6' MAT[.,
<br />DETAIL G2' �- (HEAD & SILL)
<br />THISSHE DETAIL F
<br />THIS SHE
<br />1DETAlI H2
<br />Ii1S SH CS+2 ANCHOR
<br />CONFIGURATION SHOWN;
<br />(SEE APPLICABLE DP
<br />TABLES 2, 3 OR 4)
<br />NOTES:
<br />1) FOR CONFIGURATIONS, SEE SHEET 12.
<br />2) FOR ANCHOR EDGE DISTANCE AND
<br />EMBEDMENT, SEE TABLE 1 SHET 6.
<br />3) DAYLIGHT OPENING (DLO) FORMULAS:
<br />WIDTH: PANEL WIDTH -$IVIV
<br />HEIGHT: PANEL HEIGHT-8.9116'
<br />N
<br />,1111U1fl1
<br />ReNredBy. _ DAW
<br />ROKswn:
<br />', *
<br />Reared.
<br />D k
<br />Q' ;
<br />* : Np, 53705
<br />- •• � t t' � �`• : � •`
<br />` ''..
<br />®
<br />DiessTrP>b+l;
<br />ANCHOR LOCATIONS (2 TRACKS)
<br />Drawl By:
<br />J ROSOWSKI
<br />�� •. STATE OF 2:
<br />TW.
<br />VINYL SGD INSTALLATION GUIDELINES
<br />Dom;
<br />11/18/10
<br />F'LOROp--•��J'
<br />• ...• .
<br />1070TE'CHNOLOGYORNE
<br />N.P.O.BOXIM975
<br />NA�-`'�
<br />! I I I I l t 11
<br />a.o.eoxl5xv
<br />NOKOMIS, FL 34274
<br />SerlesAr .' j
<br />s=w
<br />Sheet
<br />Dmwhg N.,
<br />Rey;
<br />A.
<br />LP�� 567 5 RE
<br />C6W.OFAUTHr #23298
<br />57012770/2870
<br />NTS
<br />2 OF 13
<br />FLA-SGD570-01
<br />1I , i `-' ( SILL RISER VARIES
<br />� WITH REOIIIRED
<br />FRAME J �� PRESSURE,
<br />SDESIGN
<br />rr� -� 3 & 6 w. PRESSURE, SEE TABLE
<br />i w SEE NOTES o[ A. SHEETS 8 8 9,
<br />HEIGHT, PANEL - 1 0 �9
<br />SEE HEIGHT
<br />i
<br />TABLES i BELOW x 1 18
<br />2, 9 & 4 FRAME
<br />N HEIGHT -IT
<br />l \r - 76 ! RISER ! 4-1118-
<br />L `I 3-1/2'
<br />RISER RISER
<br />1
<br />DETAIL 4
<br />INTO MASONRY
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />t- EDGE DISTANCE PER SUBSTRATE,
<br />SEE TABLE 1, SHEET 6
<br />2 EDGE
<br />hI,-` ROW DISTANCE
<br />SPACING
<br />f,.114-
<br />8 MAX.
<br />TABLE 1, ANCHOR TYPES:
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE, -.
<br />SEE TABLE 1, SHEET 6
<br />EDGE
<br />DISTANCE
<br />-DETAIL 4
<br />INTO ALUMINUM
<br />1/8" MIN. W53•T5
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES To BE PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE,
<br />SEE TABLE ], SHEET6 78 GA5TEELSTUD ORA36
<br />EDGE STRUCTURAL STEEL
<br />Mtn. Edge --i DISTAN( I� _ SUBSTRATE
<br />Type -
<br />Substrate
<br />Anchor
<br />MIeI
<br />Embedment
<br />Dlamnce
<br />A
<br />P.T. Southern Pine
<br />#12 Shoat Meld Screw (GS)
<br />1-3/8,
<br />314"
<br />114" Eko Lll raCen
<br />1.1/2"
<br />1-314"
<br />1/4' Elco Crete -Flex SS4
<br />1.117
<br />1-314"
<br />Aluninum, 6063-T5 min.
<br />#12 Sheet Metal Screw (G5)
<br />0.125,
<br />1/2-
<br />Steal Stud, Gr. 33 min.
<br />#12 9heel Metal Berew (G5)
<br />18ga (0.0451')
<br />112-
<br />A36 Steel
<br />912 Sheet Meld Screw (G6)
<br />., 18ga (0.0451")
<br />112,
<br />8
<br />P.T.- Sou0lem Pine (SG - .55)
<br />#12 Wood Screw (G5)
<br />1-3/8•
<br />314"
<br />Concrete (min. 2.7 ksl)
<br />1/4 Elco Uhracon
<br />1.318"
<br />1"
<br />C
<br />Concrete (min. 3,35 kai)
<br />1/4' Elco Imele-Flex SSA
<br />1«314"
<br />1'
<br />Urlgnwted CMU. Jambs Only
<br />(ASTM 0.90)
<br />1/4" Elca UltraCan
<br />1 114'
<br />1'
<br />1/4" Etca Crete -Flue SS4
<br />1-i/4"
<br />1-3f4"
<br />Concrete (min. 2.7 ksl)
<br />1/4" EIC0 UII an
<br />1-318'
<br />2-1/2"
<br />D
<br />Concrete (min 3.35 ksl)
<br />1W Ek:o Crete -Flex SSa
<br />1.31T'
<br />2-112^
<br />Urlgralled CMU, Jambs Ordy
<br />(ASTM C-M
<br />114" MCC, UIIrocon
<br />1-1t4"
<br />2.112"
<br />114" Elca Crete -Flex S64
<br />1-V41"
<br />2-1/2'
<br />DETAIL 4
<br />INTO STEEL
<br />METAL SUBSTRATE DETAILS SHOWN. FOR HEAD
<br />(SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET JAMB)
<br />I
<br />F;
<br />NOTES
<br />1]
<br />1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS-
<br />SEE SHEETS
<br />121
<br />13
<br />_
<br />qp 91
<br />I
<br />I
<br />2) 24 FOR ANCHOR LOCATION 8 SPACING.
<br />3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS.
<br />4) CONTINUOUS ANCHOR PLATE, ITEM #11, IS REQUIRED AT
<br />/- 101102
<br />ALL
<br />5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL
<br />FRAME ANCHOR LOCATIONS.
<br />ADD ON.
<br />15
<br />-
<br />8
<br />6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />REPORTS
<br />_
<br />n
<br />14
<br />TEST FOR EXACT DIMENSIONS.
<br />�L,RR.1
<br />r-
<br />�-.-1rr��TT
<br />1-tt116'
<br />I
<br />%tIt%1111I/
<br />-RBNSed
<br />lhiJ©-,
<br />, r.
<br />tGUTAS
<br />i_.-._,.
<br />`\. -..i[!f 7I
<br />F i
<br />6fc
<br />Wla:
<br />ReWslore
<br />_
<br />114'
<br />.EMBEDI
<br />NEEDED,
<br />'-
<br />�`
<br />"
<br />'�-�
<br />O .�GE,NSE
<br />`=_
<br />MAX. I MENT
<br />SEE
<br />_ • . \ NOTE 5, .�_--�M-
<br />^MIN.
<br />.MAX.
<br />2 :
<br />ti 58205
<br />RedsedBY•
<br />Dom:
<br />Rerblarc
<br />!—. �.� '8 • - 2.7 KSI SHEET'I
<br />EDGE CONCRETE @ 2X WOOD BUCKSTRIP
<br />�- ..-I " SILL PER ANCHOR
<br />DISTANCE REQUIREMENT, oRFRAM16NG,SEE
<br />-t�--
<br />EDGE
<br />- ---
<br />DISTANCE
<br />Z
<br />LU
<br />_ •: a- I Ii� trl�
<br />_ t 3t 3 iaF : Z;
<br />°A:
<br />VERTICAL INSTALLATION DETAILS
<br />O1°"r'air
<br />J
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />SEE TABLE 1, NOTE 4, SHEET 1 /
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />J � S1^'E P Gi �
<br />ROSOWSKI
<br />AND EDGE DISTANCE PER
<br />-------� SHEET 6
<br />AND EDGE DISTANCE PER
<br />�� ''• 1=LO5� . • `
<br />r0T07ECHNOLOOYOPoYE
<br />Title:
<br />ae�
<br />SUBSTRATE, SEE TABLE 1, SHEET
<br />6
<br />SUBSTRATE, SEE TABLE 1, SHEET 6
<br />�� ��C` ' " "-"'
<br />M VEWCE, FL J4275
<br />VINYL SGD INSTALLATIONU GUIDELINES
<br />�D� ETAIL 5
<br />DETAIL 5
<br />��,�
<br />�, SSfOtyP ti•
<br />l7T
<br />P,o,BDx1s29
<br />11/18J10
<br />:, INTO MASONRY
<br />INTO WOOD
<br />r 11 I I { I t 11'�
<br />NOKOMIS R 34274
<br />S&iafl&del:
<br />smW
<br />Sheet
<br />1➢ Na
<br />Rerc
<br />A. LYNN P.E,4# 58705 P.E.
<br />CMr, OFALRk A702B8
<br />570/2770/2870
<br />NTS
<br />6 OF 13
<br />FLA-SGD570-01
<br />K.�rYSTt)1�r�,
<br />tCaea+i scw �—/
<br />Z�
<br />r I, w Tn.k:
<br />ERTIFICATION AUTHORIZATION REPORT
<br />F4,
<br />DucLNYIII No. FR \'S B I -03
<br />Zt":ri
<br />F\2t: ) E I
<br />,+24 PZnP1-n^
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />CAR & Product ID Number, 190 - 263
<br />CAR Issue Date: 12/14/2010
<br />CAR Expiration Date: 11111/2014
<br />Company Code: 190
<br />,
<br />This Certification Authorization Report (CAR) is issued by Ke,�stctn2 Certfira�cns Inc. (KO) after fu I validation renew
<br />of the moduct qualificabon documents for the product named belovr. This report is Only val.d when signed by tre
<br />:',e
<br />- �sldF: to- c:I. and ndcate -he r �: r n K o u.t its mantlfa^lured b the company named belolN has been tested an me
<br />ets
<br />eels
<br />P Y P Y
<br />.he requirements of the referenced standa: c a::d .s elle,bla for the application of FMA Keystone Certification Program
<br />certification labels. Licensee stipulates in affxiing certification late s t0 products: that those products are representative
<br />of the specimen evaluated and documented +a' cegrficatmn authorization Only products bearing such a cert.fica(ion
<br />label shall be- considered cer-ded. The nfo•iiation in this report can be verified at w.wtr.keystonecerts-com.
<br />Company Information:
<br />Product Information:
<br />PGT Industries
<br />Made:
<br />470/570/2770/2870 Impact PVC SGD w/A
<br />1070 Technology Dr.
<br />Operator Typa:
<br />SD
<br />PO Box 1529
<br />Configuration:
<br />H/JIS/Ast/Clip/AII,GS-15/32 HS/Ann Lami I
<br />Nokomis FL 34274
<br />Max'Jtlidth:
<br />203
<br />Max Height:
<br />96
<br />Referenced Standard: Product Rating:
<br />ASTM E1886JE1996-05 Missile Level D, Wind Zone 4, DP +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-637616377
<br />Test Reoort Expiration: 11111/2014
<br />Authorized Signature:
<br />Maria Falk*. Presicell
<br />:.k ay'e10 ne rt. rs com
<br />Keystone Certifications; Inc.
<br />1790 Old Trail Road, Suite D
<br />Etters, Pennsylvania 17319
<br />Phone:717-932-8500
<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 />XXXX
<br />iorHM
<br />
|