|
MODEL: 11 ORW4 (25 GA- STD SKIN)
<br />MODEL: 120RW4 f24 GA. STEEL SKIN)
<br />OPTIONAL DSB GLASS OR
<br />1/8" ACRYLIC LITEBj AVAJ API® F
<br />(SEE sEC,r1gr4 Ps
<br />(1) INTERMEDIATE STILE t-- •`P A:; WN, END STILES ATTACHED TO DOOR
<br />ATTACHED W/ TOG-L-LOC ((TOP & TOT) 7F SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN, STEEL
<br />AND URETHANE ADHESIVE (ALONG CENTER
<br />A 70P, BOTTOM &CENTER). SKIN COATED WITH G-60
<br />GALVANIZING, BAKED --ON PRIMER
<br />AND A BAKED --ON POLYESTER
<br />LN TOP COAT APPLIED TO BOTf-
<br />I IN
<br />SIDES OF STEEL SKIN,
<br />lilrili
<br />"'
<br />n
<br />•
<br />i n
<br />•
<br />11 �I 11
<br />•• •
<br />L 0 A ON OF'
<br />WrIONA� KEYED • -• •
<br />DBEI
<br />LOCK POSITION
<br />(BOTH SIDES)
<br />TWO POINT LOCKING
<br />r ONE 3" TALL x 20 GA.
<br />50 K I IN. U-
<br />S M BAR
<br />PER, DOOR SECTION_
<br />END SLIDE BOLT
<br />STILE LOCK ENGAGES
<br />INTOVERTICAL
<br />E
<br />TRACK. ONE
<br />LOCK ON
<br />EACH SIDL
<br />or DOORR.
<br />INSIDE SH()ir An
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />50 KSI MIN.
<br />3" �
<br />I GA. GALV. STEEL TOP
<br />ROi.1.I R BRACKET. EACH
<br />F3PACKET ATTACHED W/(3)
<br />#i4;?3' SIFT M�~I'AT
<br />SCREWS.
<br />AP JOINTS,
<br />14 GV- STEEL
<br />A CAI.
<br />END HINGE. EACH
<br />FASTENED TO END
<br />yi'1LES W AL4 i / 4x5 8"
<br />>.1E1'SGR� Kt'I
<br />TAPPING SCREWS.
<br />TALL. x 20 GA. GALV.
<br />EEL U-BAR. ONE U-BAR
<br />R SECTION. EACH U-sAR ATTACHED
<br />TH TWO 1/4"x3/4" SELF TAPPING
<br />REWS PER STILE LOCATION.
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (TO SUIT)
<br />13 GA. GALV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16"x1-5/8" WOOD LAG SCREWS,
<br />TRACK CONFIGURATION
<br />DOOR
<br />HE
<br />IGHT "L"
<br />2 GALV. STEEL TRACK,
<br />7 -0 76
<br />MIN THICKNESS- .060" TRACK THI E 82 7 -6 p
<br />• -Q 4J8 8
<br />TYP. 2-1/2"x12 GA. GALV_ STEEL TRACK BRACKET.
<br />4 TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />#14x5/8" SHEET METAL SCREWS LOCK OPTION
<br />13 GA. GALV. STEEL BOTTOM BRACKET.
<br />WITH TWO
<br />NOTE 1:SHEE ATTACHED AL S REWS 144/8'
<br />00 0 DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS SHOWN).
<br />DOORS OVER 7'-0" HIGH CONSIST OF 5 SECTIONS (0T- SHOWN`). ALUMINUM EXTRUSION FRONT FRAME WITH U.V.
<br />& VINYL WEATHERSTRIP.
<br />1/4"x3/4" SELF COATING ON OUTSIDE SURFACE
<br />TAPPING SCREWS. ACTION A -A (SIDE VIEW)
<br />14 GA END HINGES 18 GA. INTERMEDIATE HINGE
<br />VIE "a VIEW " " � �
<br />V RTIT �gM 3 ATTACHMENT (C-90 BLOCK OR OPTIONAL 10 SCR_EW
<br />2 000 PSI MIN CONCRETE COLUMN): SSB GLASS OR WINDOW LITE
<br />3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1/8" ACRYLIC LITE
<br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) (C 90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE SECTION B-B
<br />2x6 YELLOW PINE JAMB- 20 GA. MIN_ GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER
<br />PSI MIN. CONCRETE). WASHERS INCLUDED WITH (10 #8x3PAN HEAD SCREW
<br />20 GA. GALV. STEEL INTER. STILE SLEEVE ANCHORS, 1-1/4" O.D. MIN, WASHERS REQUIRED
<br />10 SCREWS PER LfTF�
<br />WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH INT€
<br />12 GA. GALV, STEEL TRACK / MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES STIL
<br />BRACKETS FASTENED TO WOOD JAMB- TRANSFER LOAD. ONTO VERTICAL TRACK.
<br />WITH ONE 5/16-0-5/8" LAG SCREW ONE SNAP LATCH ON
<br />PER TRACK TRACK£T, EACH SIDE OF DOOR.
<br />18 GA. GALV. STEEL CENTER HINGE INTER. STILE
<br />FASTENED TO INTER. STILES W/ {4) OUTSIDE
<br />#14x5/8" SHEET METAL SCR ° HANDLE
<br />2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES OUTSIDE KEYED
<br />12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) HANDLE END
<br />TRACK ATTACHED TO EACH BRACKET 14x5/8 SHEET METAL SCREWS AND STILE
<br />WITH ONE 1 4" 5 8 BOLT &4 1 4 3 4" SELF TAPPING SCREWS PER END HINGE
<br />END
<br />STILE
<br />AR
<br />LOCK
<br />B
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR.
<br />/ x/ NUT ) / x/
<br />Q•UTSID j�I;l'ED LOCK
<br />2 OR TWO 1/4" DIA. RIVETS. INSIDE HANDLE LOCK BAR LOCKING
<br />i SHORT T 2 D A. S OR STEM, 10 BALL STEEL ROLLER.
<br />JAMB CQNFIGURATION OUTSID>= KEYED LOCK DESIGN LOADS:-I.25.0 P_S-E & -32.0 P.S.F_
<br />SECTION C-C SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F.
<br />PREPARATION OF JAMBS BY OTHERS W
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
<br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON
<br />THIS DRAWING, VERTICAL JAMB ATTACHMENT WOOD FRAME BUILDINGS): MAX. DOOR SIZE 9'0"W X 8b"H
<br />1/2"x3" LAG SCREWS ON 24 CENTERS. 1-1/4" O.D. MIN.
<br />WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK cwlw aw'Idaq prod.*. company u1 +so6 a.. w-
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING �e emngenaer fs depialw herein are the aole omoeiiv
<br />!L of the a." 13.rwn9 pmdude Cam nY and may,, nowt
<br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. he sepoa"oed a y fwm wu»ecS°w +tan oenroTM
<br />MODEL: 11ORW4 (25 GA STEEL SKIN)
<br />MODEL: 12ORW4 (24 GA STEEL SKIN AT INTERMEDIATE STILES FOR 1$' WIDE DOOR. 20 GA, MIN. END STILES ATTACHED DOOR
<br />ATTACHED W/ TOG-L-LOG (TOP & $OT) SKIN WITH PATENTED TOG---L-LOC SYSTEM
<br />AND URETHANE ADHESIVE (ALONG CENTER) (TOp, 80TTOM & CENTER).
<br />OPTIONAL SS8 GLASS OR
<br />1 /8- ACRYLIC SECTION B B AVAILABLE ~ A
<br />(SEE
<br />!i
<br />�ilr,.lililn►
<br />..�i..
<br />1 ��ME
<br />li
<br />�
<br />11
<br />.i.�wmswi�l♦Iriww�w��.i.
<br />�.• ....'.'' ••"�"ra.=
<br />=
<br />..�
<br />�
<br />_
<br />�"'"•'
<br />�.i,
<br />i
<br />ice. _'
<br />.i11:
<br />1
<br />1
<br />�------I--- i �.r-- ---I-�t-----� �� � _ 1 I ■ice �!I. .
<br />��.YI���� .• �■ ■ �-■fit•. ■ ■
<br />NOTE 1:
<br />DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN)).
<br />DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
<br />25 GA. MIN. STEEL
<br />SKIN COATED WITH G-40 MIN.
<br />GALVANIZING, BAKED -ON PRIMER,
<br />AND A BAKED -ON POLYESTER
<br />TOP COAT APPLIED TO BOTH
<br />SIDES OF STEEL SKIN.
<br />SHIP LAP JOINTS.
<br />3" TALL U-BAR
<br />20 GA. GALV. STEEL
<br />MIN. YEILD STRENGTH: 50 KSt
<br />Aj 3
<br />1-7/8" �=j
<br />T
<br />2" THICK
<br />VIEW "8"
<br />-- VIEW "C"
<br />LOCK POSITION
<br />BOTH SIDES
<br />TWO POINT LOCKING
<br />f3" x 20 GA. U-BARS.
<br />PATTERS IN A 2-1-2-1
<br />PATTERN (1_E. 7W0 U-BARS
<br />ON BOTTOM SECTION,
<br />ONE U-BARS ON NEXT
<br />SECTION, ETC.)
<br />INSIDE ELEVATION 8
<br />VERTICAL JAMB ATTACHMENT iQ BLOCK OR
<br />�,000 PSI h�IN CONCRETE COLUMN;
<br />3/8%4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C--90
<br />BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR
<br />1/4"x4" TAPCON SCREWS ON 16-3/4 CENTERS (2,000
<br />FRONT FRAME WITH U.V. P51 MIN. CONCRETE). WASHERS INCLUDED WITH
<br />COATING ON OUTSIDE SURFACE SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED
<br />WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK 2x6 YELLOW PINE JAMB
<br />(BUT NOT REQUIRED) T PROVIDE A FLUSH
<br />t�`- --- MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
<br />OPTIONAL 10 SCREW TRANSFER LOAD.
<br />HORIZONTAL TRACK SUPPORT BY
<br />DOOR INSTALLER (T SUIT)
<br />13 GA. GALV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD .IAMB WITH
<br />(3) 5/16"x1-5/8" WOOD LAG SCREWS.
<br />x
<br />0
<br />TRACK CONFIGURATION
<br />W
<br />x
<br />DOOR
<br />0
<br />HEIGHT "L"
<br />6 -6" 70"
<br />2" GALV. STEEL TRACK, 7 -0 76
<br />II
<br />MIN. TRACK THICKNESS: .060" 7 _g 82
<br />88"
<br />1iJ
<br />s
<br />�
<br />TRACK BRACKET.
<br />" 1 A. GALV. STEEL CK RACKET"
<br />P 2--1 2 2 G E TY x
<br />I
<br />z
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />a_
<br />0
<br />#14x5/8" SHEET METAL SCREWS
<br />Q
<br />0 0
<br />O 1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES 1 d GA. INTERMEDIATE HINGE
<br />VIEW "B" VIEW "C"
<br />- STOP MOULDING BY DOOR INSTALLER (TO SUIT)
<br />20 GA, MIN. GALV, STEEL END STILE
<br />20 GA. GALV. STEEL INTER. STILE 7
<br />SSB GLASS OR 12 GA. GALV. STEEL TRACK
<br />_/
<br />ACRYLIC LITE iJll DdW LITE BRACKETS FASTENED TO WOOD JAMB
<br />MOLDED INSIDE SE 01 N B�
<br />LITE RETAINER WITH ONE 5/16"x1-5/8" LAG SCREW
<br />#8x3/4" PAN HEAD SCREW PER TRACK BRACKET.
<br />(10 SCREWS PER LITE) SNAP LATCH ENGAGES 7/16" I.D. ROUND PUSHNUT 18 GA. GALV, STEEL CENTER HINGE
<br />ONTO VERTICAL TRACK. ER R FASTENED TO INTER STILES W/(4)
<br />NUAIR 5INCLE HUNG HINDON 5GHEDULE
<br />TE5TED PER ANSI/AMMA/NNV.IDA 101 /152
<br />GALL 512E
<br />MANUFACTURER 5ERIE5 #
<br />DE516N DE5IC�N
<br />PRE55LRE P5F) SUCTION (P5F)
<br />IA25H (1/2 325H)
<br />q00
<br />+7�,a -ao.0
<br />225H
<br />a00
<br />+�.o -Bo.D
<br />325H
<br />qaa
<br />IA3 I/2 335H J
<br />q00
<br />+ -
<br />75.0 a O
<br />� .
<br />GOO
<br />_.,...._
<br />qOO
<br />IA45H (1/2 H
<br />aoo245H
<br />_.._.. _,sue _. _ _ -�.__.
<br />345H
<br />400
<br />==_ '+3i:6 T - _
<br />IA55H (1/2 355H)
<br />q00
<br />V_...� .
<br />W�-..__...:.._.-:..._.:_.
<br />255H
<br />400
<br />...__. • : -32.3 _='z;
<br />355H
<br />qD
<br />IA65H (1/2 365H)
<br />q00
<br />_ : +50.4 >s
<br />265"
<br />q00
<br />365H
<br />aoo
<br />+75.0
<br />20205H
<br />q00
<br />30205H
<br />qa0
<br />402005H
<br />G100
<br />+"15.0 =18.4
<br />20305H
<br />qo0
<br />+75.0 -ao.o
<br />30305H
<br />q00
<br />__ ^+✓C?.1=::1-56.i:===_
<br />40305H
<br />qDa
<br />204o5H
<br />C100
<br />+75.0 -a0.0
<br />30405H
<br />qa0
<br />:,•�•�-•�::+56.1r•�•���:'J:-:� .56.L==r.:�:.
<br />40405H
<br />qao
<br />._......-..._.._ :,_. .:..... .. ....�...._..:.. _ �.s:�=ram
<br />20505H
<br />aoo
<br />�� -=+�a.�:-�.�+• �-::::_.���--'�a.�.__. _.. _ _.:_..
<br />305o51»I
<br />aoo
<br />��-= � � -_ --
<br />H
<br />aaD
<br />_ = _ = - -
<br />30605H
<br />q0D=-+42.Ou=_"-'-42.0:
<br />y
<br />40605H
<br />q00
<br />NUAI'R HORIZONTAL ROLLER NINDON SGHEDULE
<br />TESTED PER AN51/AMMA/NV4,DA 101 /152
<br />GALL. SIZE
<br />MANUFACTURER SEi21E5 #
<br />t 51C�N
<br />PRE55UR.E (PSF)
<br />DE5I6N
<br />5UGTION (P5F)
<br />2020HR
<br />OH2 / OH3
<br />+50.0
<br />-&0.0
<br />5020HR
<br />OH2 / OH3
<br />+50.0
<br />-80.0
<br />4020HR
<br />OH2 / OH3
<br />+50.0
<br />-_ - f£� - .
<br />5020HR
<br />OH2 J OH3
<br />+50.0
<br />6020HR
<br />OH2 ! OH3
<br />+50.0
<br />203OW
<br />0H2 / OH3
<br />+50.0
<br />-50.0
<br />5030HR
<br />OH2 OH3
<br />- - _ _
<br />Wit=: �r��_.4;.-f•=-�.� :.':-
<br />4030HR
<br />OH2 / OH3
<br />+50.0
<br />5030HR
<br />OH2 / 01-133
<br />.. .. _ �_
<br />.._._.._..__.. _..
<br />+a0.0
<br />2040HR.
<br />OH2 / OH3
<br />3040HR
<br />OH2 J OH3
<br />_ _ -
<br />- y'+42 7
<br />_. __: -•s ter` __
<br />= - =-50.0
<br />4040HR
<br />OH2 / CH3
<br />_.
<br />--=
<br />6040
<br />OH2 ! DH3
<br />.._,.. ... __...._... mod,
<br />:- -__
<br />2050HR
<br />OH2 J Ohf33
<br />305DHR
<br />OH2 ! O! t3i.l
<br />4050HR
<br />OH2 ! OH3
<br />5050i-if?
<br />OH2 / OH3
<br />6050Hi2
<br />OH2 ! OH3
<br />NUA I R SL I D I NC O LA55 DOOR SCHEDULE
<br />TESTED PEP, AN51/AMMA/NANDA 101 /152
<br />CALL" 51ZE
<br />MANUFACTURER 5ERIE5 #
<br />DEa16N
<br />PRE55L RE (P5F)
<br />DESIGN
<br />SUCTION (P5F)
<br />5068 55D
<br />200
<br />+50
<br />-64.6
<br />6065 560
<br />200
<br />+30
<br />-55.0
<br />8068 560
<br />200
<br />+30
<br />37.1
<br />g0ba 56D
<br />200
<br />+30
<br />-55.0
<br />THERM,-TRU DOORS
<br />EXTERIOR DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NNNDA 101 /152
<br />LOGATION
<br />CALL. SIZE
<br />R/O 51ZE
<br />MANUFAGTURL9Z DE5GRIPTION
<br />i�E>E51 (PSF)
<br />SU DE51O1'SF)
<br />OARASE
<br />2568 (2/b x 6J8)
<br />34 1/2 x 82 1/2"
<br />#100 FLUSH 5TEEL
<br />+25.q
<br />-54.7
<br />SERVICE DOOR
<br />+25.q
<br />-�-.-�
<br />P aoL BATH
<br />246 2l4 x 6/8 )
<br />I2 82I n
<br />30 / x 2
<br />l i £3 NE 1 TE STEM Fi�ENGi-t
<br />a L L
<br />3 .
<br />DOORiC
<br />x
<br />2668 /b b 8
<br />I!2 x 82 12"
<br />32 /
<br />116 ONE LITEI i=RE1�tG1-I
<br />L TE STEAL
<br />+ 25.a
<br />-34: i
<br />BREAKFAST TO
<br />2b68 (2/& x 6/8)
<br />32 1/2 x 82 1/2"
<br />#128 TEN LITE STEEL FRENCH
<br />+25A
<br />-34.7
<br />LANAI DOOR
<br />+25.4
<br />-34•1
<br />EXTERIOR
<br />(2)2068 (4/0 x 6J5)
<br />51 1/4 x b2 1/2"
<br />#108 15 LITE 5T�L FRENGH
<br />+24.T
<br />-52A
<br />FRENCH
<br />(2)2668 (5/0 x 6/8)
<br />63 I/4 x 82 1/2"
<br />#108 15 LITE 5TEEL. FRENCH
<br />+244.7
<br />--52.4
<br />POOR
<br />(2}2868 (5/4 x 6/D1
<br />67 I/4 x 82 I!2 n
<br />#108 15 LITE STEEL 1 RENGf f
<br />+24,7
<br />-32.4
<br />(2)3068 (6/0 x 6/80
<br />T5 1/4 x 82 1/2"
<br />#108 15 LITE STD_ FRENCH
<br />+24.7
<br />-52.4
<br />FOR f3'-O" HI67H UNITS
<br />(N) x qa 1/2"
<br />MAIN
<br />ENTRY
<br />DOOR
<br />3068 (3/0 x 6ley)
<br />3& 1/2 x °�2 1/2"
<br />1
<br />#208 STEEL. 8 PALL
<br />+25.q
<br />_347
<br />(2)26b8 (5/0 x 615)
<br />63 1/4 x ?2 V2"
<br />+243
<br />-32A
<br />(2)2868 (5/4 x 6l8)
<br />67 1/4 x 82 1/2"
<br />+24.7
<br />-32.4
<br />(2)3066+ (b/O x 6/�)
<br />'75 1/4 x 82 1/2'
<br />+243
<br />-52.4
<br />(2)3a80 (610 x S/0)
<br />-75 1/4 x ct8 1/2"
<br />+24.7
<br />-52.4
<br />MAIN
<br />ENTRY
<br />DOOR
<br />30b8 (5/0 x 618)
<br />38 1/2 x 82 Ill"
<br />#F0-60 6 PANEL FIBERGLA551G
<br />+25A
<br />-54.7
<br />(2)2668 (5/0 x lble9
<br />63 1/4 x 82 1/2"
<br />+24.7
<br />-32_A
<br />2 5 4 x
<br />( )2Y b8 (/ 6/b)
<br />67 14 x a2 1J
<br />/ .2
<br />+24:7
<br />-52.4
<br />(2)30bb (b/O x bJ8)
<br />15 I/4 x b2 I/2"
<br />+24,7
<br />-52.4
<br />(2)30b0 (b/O x 8l0)
<br />� 1l4 x '�� 1/2
<br />+ 47 2
<br />-3 2.4
<br />ENTRY
<br />DOOR
<br />306f.5 (3/O x 6/a)
<br />38 1/2 x &2 1/2"
<br />#FG 60 b PANEL FIBERGLA551G
<br />OR
<br />#FG-2000 I LITE FRENCH
<br />FIBERGLA551G ,
<br />( GU5TOMER CHOICE)
<br />+25.q
<br />-54.7
<br />(2)2bb8 (5/0 x bl8)
<br />„
<br />63 II4 x 82 1/2"
<br />+24
<br />(2)2868 (5J4 x &/8)
<br />61 1/4 x b2 112
<br />+24.7
<br />-32.4
<br />(2)3068 (b/O x 618)
<br />75 1/4 x &.2 1/2"
<br />+243
<br />-32A
<br />(2)30&0 (6/0 x 8/0)
<br />75 1/4 x qb 1/2"
<br />+243
<br />-32.4
<br />BANGO OVERHEAD DOORS, I NG.
<br />C-�ARAOE DOOR SCHEDULE
<br />TESTED PER ANSI/AMMA/NV&gDA 101 /152
<br />GALL SIZE
<br />TE5T LOA05
<br />PRESSURE (F25F)
<br />TEST LOADS
<br />5UGTION (P5F)
<br />PE51ON LOA05
<br />pRE55Ui�E (PSI:)
<br />DE510N LOADS
<br />5UGTION (P5F)
<br />e) x 7 (OR 80-100H)
<br />+31.5
<br />-46.o
<br />+25.0
<br />-32.0
<br />q x -7 (OR ,40700H)
<br />+37.5
<br />--46.0
<br />+25.0
<br />-32.0
<br />16 x `7 (OR 160700H)
<br />+36.0
<br />-37.0
<br />+24.0
<br />-24.5
<br />XT�RIOR t�lINDOI�lS AND DOOM? NOTES
<br />1. ALL. EXTERIOR WINDOWS AND GLASS DOORS ARE TO
<br />BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA
<br />LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE
<br />CHARACTERISTICS AND APPROVED TESTING ENTITY.
<br />FBC 1707.4.2.1
<br />2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
<br />THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS
<br />TO ACHIEVETHE DESIGN PR PRESSURE SPECIFIED.
<br />E RE SPEC ED
<br />FBC 1707.4.4.1
<br />3. ALL EXTERIORWINDOWS O AND DOORS WHERE K
<br />vo0 BUCK
<br />THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED
<br />THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE.
<br />FBC 1707.4.4.2
<br />4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
<br />THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST
<br />BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD
<br />DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS
<br />SHALL BE ANCHORED THROUGH THE JAMB INTO THE
<br />WOOD BUCK. FBC 1707.4.4.2
<br />5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE
<br />INTERIOR UP OF THE WINDOW. FBC 1707.4.4.2
<br />6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE
<br />ARE REQUIRED TO BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE
<br />ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707.4.5.4
<br />ONE SNAP LATCH ON FASTENER (ONE P ROLLE )
<br />EACH SIDE OF DOOR. #14x5/8" SHEET METAL SCREWS.
<br />INTER. STILE 2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES
<br />12 GA, GALV. STEEL TOP 0 t 2TRACK ATTACHED GA. GALV. LTO�EAC H BRACKET FASTENED TO
<br />SHEET DMETAL SCREWS ASTILES EACH ND
<br />ROLLER BRACKET. EACH VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS) e
<br />BRACKET ATTACHED W/(4) 1/2"x3" LAG SCREWS ON 18 CENTERS. 1-1/4" O.D. MIN. WITH ONE 1/4"x5/8" BOLT &NUT 4} 3/4 x3/4 SELF TAPPING SCREWS PER END HINGE.
<br />OUTSIDE KEYED 2 OR TWO 1/4" DIA. RIVETS.
<br />SCREWS.
<br />SHEET METAL WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK HANDLE 0
<br />SCREWS. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING END
<br />PREPARATION OF JAMBS BY OTHERS. 2" DiA. SHORT STEM, i 0 BALL STEEL ROLLER.
<br />SURFACE_ HORIZONTAL JAMBS DO NOT TRANSFER LOAD,
<br />14 GA, GALV. STEEL INSIDE HANDLE JAMB CONFIGURATION
<br />END HINGE. EACH SECTION C--C
<br />FASTENED TO END OUTSIDE KEYED LQCK
<br />f STILES W/(4) #14x5/8" SNAP LATCH LOCK OPTION
<br />SHEET METAL SCREWS
<br />& (4) 1/4"x3/4" SELF END SLIDE BOLT NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />TAPPING SCREWS. STILE LOCK ENGAGES END SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
<br />" INTO VERTICAL RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />TRACK, ONE STILE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF
<br />3 TALL x 20 GA. GALV. STEEL U-BARS LOCK ON INTER. THIS DRAWING. TEST LOADS: +36.0 PSF & --37.0 PSF Ao CREATED �1-OZ-+�2
<br />3 ALL x 2-1 PATTERN (I.E. TWO ARBARS EACH SIDE STILE MAX. DOOR SIZE: 16'0"W X 8'OH
<br />ON BOTTOM SECTION, ONE U-BAR ON NEXT OF DOOR. MArmlUFACTB i pURCHASEo SHEET SHEETS DRAWING 0 REV. 120
<br />M P H
<br />SECTION, ETC.). EACH U-BAR ATTACHED LOCK BAR MANUFACTURED 1 1 101980 03 L
<br />WITH 1 4"x3 4" SELF TAPPING SCREWS IODIDE SLIDE BQLT ENGAGES IN ,
<br />I I LOCK OPTION TRACK ON }(�^�� GUST
<br />TES. 8Y CHECKEil BY
<br />SEC. l7�ST
<br />PER STILE LOCATION. OUTSIDE EACH SIDE DESGRII'TI©N
<br />HANDLE 1 OF DOOR. MWW MWW
<br />SECTION A -A (SIDE VIEW) I I I F
<br />-13 GA. GALV. STEEL BOTTOM BRACKET.
<br />ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
<br />-ALUMINUM EXTRUSION
<br />& VINYL WEATHERSTRIP.
<br />of SIDE KEYED.LOCK
<br />LQCK BAR LOCKING
<br />Clopay aad`d g Products Cowpony W1. Rights Reaerred.
<br />The arrangements depicted herein are the sole pro
<br />of the Clopoy Building Products Company and may not
<br />be reproduced in any form without As written perm,ss art.
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY T REVIEW ALL. DRAWINGS BEFORE CONSTRUCTION
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
<br />PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />
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