|
1► Non - impact SGD 200 w/3 or More Panels $ 200 D
<br />At Comparative Analysts Table h 54 0 SGD
<br />HEARER
<br />Panel Sfze (inches) Track Siff Panel Cali Design Pressure, psf (DP) Design Pressure, psf (DP)
<br />Width Height Height In Size 118" Tempered Glass 3116" Te mpered .G lass `' •
<br />24 206a + + MIN, 1Ya" INTERIOR
<br />2668 +30.0 -55.6 +30.0 -65.6 I E MB EDME NT ! ; "
<br />3S 80 1.5 3068 +30.0 47.3 +30.0 -473 f
<br />48 4068 +30.0 -37.0' +30.0 -37.0 �. , INTER 0 0
<br />24 2080 +30.0 - +30,0 .0 0448 i S HIM AS
<br />30 2680 +30.0 -45.6 +30.0 -45.6 / f ASTENER NEEDED
<br />36 ss 1.5 3080 +30,0 -38.6 +30.0 -38.6 / PRESSURE
<br />48 4080 • +30.0 -30.0 +30.0 -30.0 TREATED
<br />.
<br />4 +45.0 -68. + SUCKSTRIP
<br />-55.6 145,0 -56'a
<br />3 2668 +45.0
<br />80 2 - �
<br />�' , " F I L L INTERIOR
<br />38 3068 +45.0 -47.3 +45.0 -47.3 , VOIDS WITH
<br />48 4068 +37.0 -37.0 +37.0 -37.0 /;:, MINIMAL Ex-
<br />24 2080 +45. -5 +45.6 .0,; -- PANDING FOAM
<br />30 96 2 2680 +45.0 -45.6 +45.0 -45.6
<br />36 3080 +38.6 -38.16 +38.6 -38.6 B JAMB MINIMUM 132"
<br />48 4080 +30.0 -30.0 +30.0 -30.0
<br />< - J - RECOMMENaEa,
<br />4 2068 46 0.0 +6 • 0 DEPENDING
<br />30 2668 +55.6 -56.$ +55.6 - 6$, g AFTER ON TRACK
<br />80 2.5 SiLL HEIGHT
<br />36 3068 +47.3 -47.3 +47,3 -47.3 INSTALLATION, SEAL
<br />48 .4068 +37,0 37.0 +37.0 -37.0 6INTEMeOR RIZONTAL JOINT r
<br />/ ETWEEN TRACK
<br />I -
<br />+ +5 .0 - .0 AND JAMB
<br />30 96 2.5 2680 +45.6 45.6 +45.8 -45.6 r
<br />36 3080 +38.8 -38.6 +38.6 -38.6
<br />48 4080 +30.4 -30.0 +30.0 -30.0
<br />24 2 +61.0 -68.0 768.6 68.0 --
<br />30 $ g 2688 +56,6 -6 +55,e 43$.0 ( NECE$SAR`r,
<br />38 3088 +41.3 - 47.3 +41.3 -47.3 - uSe SHIMS UN DER
<br />48 4068 +37.0 -37.0 +37.0 -37.0 - THE TRACK WHEN
<br />24 08� + -60, 750 ITU INSTALLING TO
<br />30 96 3 2680 +45.6 -45.6 +45.6 -45 TRACK KEEP PLUMB & LEVEL
<br />36 3080 +38.6 -38.6 +38.6 38.6 PCCKE 1• JAMB • Sl;?1�ANT eF�.tl p SE A tAtvT BEAO_ BY O�CNl =RSI
<br />48 4080 +30.0 -30.0 +30A - 30.0 -
<br />Test Specifcations : AAMA 101 -97
<br />Referenced Test Report # : 443 W-0
<br />Notice of Product Certification # : NI 004674/A
<br />Air Infiitration @1.67 PSF (ASTM E283) : 0,32 ofmife
<br />Water Resistance (ASTM E5471331) : Varies w/track
<br />Positive Structural Uniform Load (ASTM E330) : 45 psf (TP)
<br />Negative Structural Uniform Load (ASTM E330) : 46 psf (TP)
<br />Forced Entry Resistance, FER (AAMA 1302.5) : Passed
<br />Operating Force (AAMA 101 -97) : Passed
<br />Deglazing Resistance (ASTM E987) : Passed
<br />NuAir inc. Maximum Design Pressure, (self- imposed) :80 psf
<br />Design Factor : 1.5
<br />Non- Impact SGD 200 w/3 or More Panels
<br />Comparative Analysis Table
<br />Pane) Size (inches)
<br />Wrack sill
<br />IU21ghUln
<br />Panel Call
<br />Size
<br />design Pressure, psf (DP)
<br />118" Tempered Glass
<br />Design Pressure, psf (DP)
<br />3/16 Tem erp ed Gle ss
<br />Width
<br />Height
<br />Height
<br />20
<br />+
<br />+
<br />30
<br />30
<br />80
<br />2668
<br />+30.0 -55.8
<br />+30.0 -55.8
<br />36
<br />80
<br />1.8
<br />3068
<br />+30.0 47,3
<br />+30.0 47.3
<br />48
<br />48
<br />4068
<br />+30.0 -37.0
<br />+30,0 -37.0
<br />24
<br />- 2080
<br />+ -
<br />+10.
<br />30
<br />30
<br />98
<br />2680
<br />+30.0 -45.6
<br />+30.0 -45.6
<br />36
<br />96
<br />15
<br />3080
<br />+30,0 -38.6
<br />+30.0 -38.6
<br />48
<br />48
<br />4080
<br />+30.0 -30.0
<br />+30.0 -30,0
<br />24
<br />g
<br />+4
<br />+
<br />30
<br />30
<br />80
<br />2668
<br />+45.0 - 55.6
<br />+45.0 - 5518
<br />38
<br />80
<br />2
<br />3068
<br />+45.0 - 47,3
<br />+45.0 -47.3
<br />- 48
<br />- 48
<br />Scale
<br />44
<br />+37.0 -37.0
<br />+37.0 -37.0
<br />+37,1 -37.1
<br />Sheet
<br />A P -5 1
<br />0
<br />+45.0
<br />. + -0.
<br />34
<br />30
<br />96
<br />2680
<br />+45.0 -45.6
<br />+45.0 -45.6
<br />" 36
<br />98
<br />2
<br />3080
<br />+38.8 -38,8
<br />+38,8 -38.6
<br />48
<br />48
<br />4080
<br />+30,0 -30.0
<br />+30.0 -30,0
<br />24
<br />+ 6U.T -6.
<br />+ 6.
<br />30
<br />30
<br />80
<br />2668
<br />+55.6 -55.6
<br />+55.6 -55.8
<br />36
<br />80
<br />2.5
<br />3068
<br />+47.3 47.3
<br />+47.3 -47.3
<br />48
<br />48
<br />4068
<br />+37.0 -37.0
<br />+37,0 -37,0
<br />+37.1 -37.1
<br />+60 -5
<br />+
<br />30
<br />30
<br />96
<br />2680
<br />+45.6 -45.6
<br />+45.6 -45.6
<br />38
<br />98
<br />25
<br />.
<br />3080
<br />+38.6 -38.6
<br />+38.8 -38,6
<br />48
<br />48
<br />4080
<br />+30.0 -30.0
<br />+30.0 -30.0
<br />+30.0 -30.0
<br />+6 -6
<br />.
<br />+
<br />30
<br />30
<br />80
<br />2668
<br />+55.8 -55.6
<br />+55.6 -55.6
<br />36
<br />80
<br />3
<br />3068
<br />+47.3 41.3
<br />+47.3 -47.3
<br />48
<br />48
<br />4068
<br />+37.0 -37,0
<br />.
<br />+37.0 -37.0
<br />+37.1 -37.1
<br />+ 50.0 86,
<br />750.6 - 50. 0
<br />30
<br />30
<br />98
<br />2680
<br />+46,8 46.6
<br />+46.8 45.6
<br />36
<br />96
<br />3
<br />3080
<br />+38.6 -38.6
<br />+38.8 -38.6
<br />48
<br />48 Js
<br />4080
<br />+30.0 -30.0
<br />11 +30.0 -30.0
<br />Test Specifications : AAMA 101 -97
<br />Referenced Test Report # : 443 W -0
<br />Notice of Product Certification # : NI 0046141A
<br />Air Infiltration 01.57 PSF (ASTM 5283) : 0.32 cfm/ft
<br />Water Resistance (ASTM 1;547/331) : Varies w /track
<br />Positive Structural Uniform Load (ASTM E330) : 45 psf (TP)
<br />Negative Structural Uniform Load (ASTM E330) : 45 psf (TP)
<br />Forced Entry Resistance, FER (AAMA 1302.5) : Passed
<br />Operating Force (AAMA 10197) : Passed
<br />Degfazing Resistance (ASTM 5987) : Passed
<br />NuAir Inc. Maximum Design Pressure, (self- imposed) : 80 psf
<br />Design Factor : 1.5
<br />Expires : 8/8/2004
<br />MASONRY INSTALLATION DETAILS FOR NUN - IMPACT, SLIDING
<br />GLASS DOORS IN W1ND7,ONES CP 150MPH OR LESS (per FBC 2001)
<br />Buckstrips must be set in a bead of sealant. The exterior joint
<br />between the buckstrip and masonry must also be sealed.
<br />Buckstrips shall run the entire length of the rough opening,
<br />except doorsill. All gaps must be sealed, Buckstrips should be
<br />pressure treated yellow pine, spru.•e or comparable lumber. In
<br />accordance with the Florida Building Code, a taper, or bevel
<br />on the buck is acceptable if the doorframe is fully supported
<br />by the buckstrip at both the interior and exterior. A perimeter
<br />caulk seal is to be applied by others after the exterior and
<br />interior is finished. Drawing shows approximate location,
<br />r
<br />If using 3/4" thick wood buckstnps:
<br />Installation fasteners should be a minimum 3 /16" X 2 - 3/4"
<br />masonry screw, installed through the frame of the door and
<br />buckstrip, into the masonry. Door may be shimmed as
<br />necessary, provided a minimum screw embedment of 1 -1/4"
<br />is maintained in the masonry. Fasteners should be installed in
<br />all pre - punched, countersunk holes. The width of the
<br />buckstrips should be no less than the frame of the door.
<br />If using 1 -10" thick or greatgr wood buckstrips Snot show;
<br />Door installation fasteners should be minimum #10 X 1.102"
<br />wood screws, installed through tho window intq the buckswp.
<br />Door may be shimmed as necessary, provide '. ' um
<br />screw embedment of 1.1/4" is maintain,;d',rktllg by p. .
<br />Fasteners should be installed in all pre ��1,e 6u Vdk
<br />boles. The width of the buckstrips s p' b6 rtclesLfht f`,
<br />frame of the door. Buckstrips ..s .'bd inst, l -sing`
<br />minimum 3/16" X 2.3/4" Ima'so , flaws,
<br />minimum embedment, at 18" O.C.�4}
<br />Non- Impact SGD 200 XO
<br />F
<br />Comparative Analysis Table
<br />f
<br />panel Size
<br />(inches)
<br />Track Sill
<br />Height in
<br />panel 0211
<br />Size
<br />design Pressure, psf (DP)
<br />1/8" Tempered Glass
<br />Design Pressure, psf (DP)
<br />3116" Te mpere d Glass
<br />Width
<br />Height
<br />+
<br />+
<br />30
<br />80
<br />1.5
<br />2668
<br />+30.0 -64.6
<br />+30.0 -64.6
<br />36
<br />3068
<br />+30.0 -55,0
<br />+30.0 -55.0
<br />48
<br />4068
<br />+30.0 -37.1
<br />+30.0 -37.1
<br />+ ZiT6
<br />30. - .
<br />730.0
<br />30
<br />98
<br />1.5
<br />2680
<br />+30,0 -45.8
<br />+30.0 -45.6
<br />36
<br />»
<br />I
<br />3080
<br />+30.0 -38.8
<br />+30.0 -38.6
<br />48
<br />4080
<br />+30.0 -30.0
<br />+30.0 -30,0
<br />} -
<br />+ -
<br />30
<br />80
<br />2
<br />2668
<br />+45.0 -64.6
<br />+45.0 -64.6
<br />38
<br />3068
<br />+45.0 -55.0
<br />+45.0 -55.0
<br />- 48
<br />Scale
<br />4068
<br />+37.1 -37.1
<br />+37,1 -37.1
<br />Sheet
<br />A P -5 1
<br />+ '. - 1
<br />739.6 -567
<br />30
<br />96
<br />2
<br />2680
<br />+48.0 -45.6
<br />+45.0 -45.6
<br />36
<br />3080
<br />+38.6 -38.6
<br />+38.6 -38.6
<br />48
<br />4060
<br />+30.0 - 30.0
<br />+30.0 - 30.0
<br />+
<br />TZ6 , ..,.,�...... --
<br />30
<br />80
<br />2.5
<br />2668
<br />+6010 -64.6
<br />+60.0 -64.6
<br />36
<br />3068
<br />+55.0 -65.0
<br />+55.0 -55.0
<br />48
<br />4068
<br />+37.1 -37.1
<br />+37.1 -37.1
<br />+ - .+
<br />30
<br />96
<br />2,g
<br />2680
<br />+45.6 -45.6
<br />+45.6 -45.6
<br />36
<br />3080
<br />+38.8 -38.6.
<br />+38.6 -38.6
<br />48
<br />4080
<br />+30.0 30.0
<br />+30.0 -30.0
<br />7?1:5
<br />o7g.2
<br />30
<br />80
<br />3
<br />2668
<br />+64.6 -64.6
<br />+64.8 -64.6
<br />36
<br />3068
<br />+613.0 -56.0
<br />+56.0 -55.0
<br />48
<br />4068
<br />+37.1 -37.1
<br />+37.1 -37.1
<br />30
<br />98
<br />3
<br />2680
<br />+45.6 -45.6
<br />+45.6 -45.6
<br />38
<br />3080
<br />+38.8 -38.6
<br />+38.6 -38.6
<br />48 Js
<br />1
<br />+30,0 -3010
<br />+30.0 -30.0
<br />Test Specifications : AAMA 101 -97
<br />Referenced Test Report # : 443 W -2 & W311
<br />Notice of Product Certification # : NI 004636 & A
<br />Air Infiltration 181.57 PSI✓ (ASTM E283) : 0,32 cfm/ft
<br />Water Resistance (ASTM 5647/331) : Varies w /track
<br />Positive Structural Uniform Load (ASTM 5330) : Varies w /size tested
<br />Negative Structural Uniform Load (ASTM 5330) : Varies w /size tested
<br />Forced Entry Resistance, t+ER (AAMA 1302,5) : Passed
<br />Operating Force (AAMA 101.97) : Passed
<br />Degfazing {desistance (ASTM E987) : Passed
<br />NuAir Inc. Maximum Design Pressure, (self-imposed) : 80 psf
<br />Design Factor : 1.5
<br />.11
<br />/ !
<br />-- SE221ES 200
<br />H �ncr�
<br />& 500 SGD
<br />MASONRY INSTALLATION D13TAILS FOR NON - IMPACT, SLIDINO
<br />GLASS DOORS IN WINDZONES OF 150MPH OR LESS (per FBC 2001.)
<br />- - --- Buckstrips must be set in a bead of sealant. The exterior joint
<br />between the buckstrip and masonry must also be sealed.
<br />--- µ • Bmkstrips shall run the entire length of the rough opening,
<br />MiN, 1Y • , INTERIOR except doorsill. All gaps must be sealed. Buckstrips should be
<br />EMBEDMENT pressure treated yellow pine, spruce or comnparable lumber. In
<br />,.
<br />� INTERIOR -=- accordance with the Florida Building Code, a taper, or bevel
<br />7 DOOR / on the buck is acceptable if the doorframe is fully supported
<br />` /FASTENER - NEEDED by the buckstrip at both the interior and exterior. A perimeter
<br />PRESSURE caulk seal is to be applied by others after the exterior and
<br />aucKSrRIP interior is finished. Drawing shows approximate location.
<br />• �.`' ea FILL INTERIOR If u sing, 3 /4" thick Wood buckstrips:
<br />i VOIDS WITH Installation fasteners should be a minimum 3/16" X 2 - 3/4"
<br />MINIMAL EX-
<br />mass screw
<br />PANDING FOAM
<br />installed through the frame of the door and
<br />r buckstrip, into the masonry. Door may be shimmed as
<br />BYPASS JAMB MINIMUM 1Y2" necessary, provided a minimum screw embe dment of 1 -1 /4"
<br />• 0 RECOMMENDED, is maintained in the masonry. Fasteners should be installed in
<br />DEPENDING all re- unched countersunk holes, T'he width of the
<br />AFTER ON TRACK p
<br />INSTALLATION SEAL SILL HEIGHT buckstrips should be no less than the frame of the door.
<br />HORIZONTAL JOINT
<br />Al BETWEEN TRACK If usi 1 -1 /2" thick or neater wood buckstri s (n ot shwn
<br />AND JAMB ' �+- � .
<br />Door installation fasteners should be minimum #10 X 1 -1/2"
<br />- • % INTERIOR wood screws, installed through the window into the .
<br />buckstri
<br />g p
<br />Door may be shimmed as neces %... '
<br />I
<br />Y sty provide�d;a um
<br />"fF NECESSARY, screw embedment of 1 -1/4" is malntaincd•`l �th0 bu fir.
<br />USE SHIMS UNDER Fasteners should be installed in all pr}tfL��er•t;q ,esulk
<br />,-
<br />THE TRACK WHEN holes. The width of the buckstrips slJU,t'b rs,+lsl)h to
<br />INSTALLING To frame of the door. Buckstrips shb . b4,rinst9l� .thing "%
<br />TRACK / KEEP PLUMB & LEVEL p t r .. - ;
<br />POCKE JAMB 1 minimum 3/16" X 2.3/4" tnaso'
<br />i SEALANT BEAD 0 SEALANT HEAD BY OTHERS minimum embedment, at 18" 0.6
<br />MIN, 1 4" EM8EOMEMT
<br />INTERIOR
<br />DOOR
<br />FASTENER
<br />BYPASS JAMB
<br />A"
<br />SERIES 200
<br />500 SGD
<br />HEADER- A
<br />AFTER
<br />INSTALLATION, SEAL
<br />HORIZONTAL JOINT
<br />BETWEEN TRACK
<br />AND JAMB
<br />INTERIOR
<br />POCKET JAMB
<br />SHIM AS
<br />NEEDED
<br />INTERIOR
<br />FiLL, INTERIOR
<br />VOIDS WITH
<br />MINIMAi. E x--
<br />PANDING FOAM
<br />MINIMUM 1,4'
<br />RECOMMENDED,
<br />DEPENDING
<br />ON TRACK
<br />SILL HEIGHT
<br />'000)- VRAIv1B INSTA-LLATION D8'fAILS FOP, NON SL.IDINI
<br />GLASS DOORS IN WINDZONES OF 15OMPH OR L8SS (per P13C 2001)
<br />S1idd n Las Do r lgjt l!26irr
<br />Installation fasteners for Jambs and header should be a
<br />minimum 410 x 1 -1 /2" screw, Installation fasteners for the
<br />track ghoutd be a minituutii 1.1/2" masonry screws if the
<br />substrate is concrete. All fasteners should "have an
<br />embedment of at least 1 -1/4" into the substrate. F steners
<br />should be installed in all pre - punched, countersunk holes.
<br />It is recommended that the horizontal joint between the
<br />jamb and track be sealed after installation, Minllnal-
<br />expanding foam should be used between the fratrle and wall
<br />members to prevent air /water infiltration, and improve
<br />thermal effIclency.
<br />Flexible flashing, if used, should be installed in a
<br />weatherboard fashion. The top layer should overlay any
<br />layer beneath it. The weather resistant barrier should then
<br />cover the flexible flashing at the header.
<br />The application of the weather resistant barrier will vary
<br />based on when it is installed. If it is installed after the door,
<br />it should be tucked under the sill flashing and overlap the
<br />Jambs, and head flashing, "" , I
<br />.A perimeter caulk seal is to be appl}c • "�ther Aft r`"
<br />the exterior and interior is finished` wjgga so'w's'
<br />approximate location. t c,r r�
<br />I �
<br />AMHkit:AN The product depicted in this drawing is intended for use on typical construction. It Is the responsibility of
<br />Ak1 :1i1T0.T1JkAL others to determine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the
<br />MAMO NRU
<br />AS8 4Y 3A TION ON project architect. Wind and design pressures vary within each state and county. All products manufactured
<br />by NuAir Inc, meet a ininitnum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please
<br />Tampa, FL ►(800) 282-6627• www.NuAir.com check local building codes for exact requirements.
<br />S LIDI NG GLASS DOOR
<br />REVISIONS
<br />BY
<br />»
<br />I
<br />o0
<br />P O
<br />I i
<br />I
<br />i
<br />V
<br />S5AL
<br />pate
<br />Scale
<br />Drawn
<br />Job
<br />Sheet
<br />A P -5 1
<br />Of
<br />She.ts
<br />24 % 30 PRINTED ON NO. 1000H CUARPRINT •
<br />
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