|
MODEL; 11 OR (25 GA_- STALL SKIN)
<br />MODEL: 120RW4 KIN)
<br />OPTIONAL DSB CLASS OR
<br />1 /g ACRYLIC LITE AV+vI ® F
<br />(SEE SfiCTIgF,i B-
<br />(1) INTERMEDIATE STILE : E; t>y tv N, END STILES ATTACHED TO DOOR
<br />ATTACHED W/ TOG-L- LOC ({TOP & eoT)
<br />AND URETHANE ADHESIVE (ALONG CENTEtR1 SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN. STEEL
<br />A TOP, BOTTOM & CENTER). SKIN COATED WITH G-60
<br />0
<br />I
<br />�.
<br />y
<br />I
<br />Y
<br />`
<br />1�
<br />LUUAI IVN•
<br />OPTIONAL
<br />I DDGR WIDTH-
<br />GALVANIZING, BAKED --ON PRIMER
<br />AND A BAKED ---ON POLYESTER
<br />TOP COAT APPLIED TO BOTH
<br />SIDES OF STEEL SKIN.
<br />LOCK POSITION
<br />(BOTH SIDES)
<br />TWO POINT LOCKING
<br />O E " N 3 T ALL x A.
<br />V 2a G
<br />50 KSI
<br />S MIN. U-BAR
<br />PER
<br />E DOOR S ECT10N_
<br />ENO SLIDE BOLT
<br />STILE LOCK ENGAGES
<br />INTO VERTICAL
<br />TRACK. ONE
<br />R_OrK ON
<br />EACH SIDL
<br />OF DOOR.
<br />INSIDE S1U f:- BOLT
<br />3" TALL U-BAR
<br />0:
<br />20 GA. GALV, STEEL
<br />p;
<br />50 KSI MIN.
<br />Z' THICK
<br />�l T
<br />y6 GA. GALV, STEEL TOP
<br />ROLLER BRACKET. EACH
<br />ORAACKET ATTACHED W/(3)
<br />#i4Z/8" SHFFr
<br />SCREWS.
<br />-SHIP LAP JOINTS.
<br />Cj
<br />Lj
<br />x
<br />14 GA. V- STEEL
<br />`
<br />0
<br />END HINGE. EACH
<br />O
<br />a
<br />FASTENED TO END
<br />s1111EFS W 4 4x5 s^ 1
<br />fi
<br />t
<br />�
<br />rr�. s CREWS 5
<br />w.� m
<br />F c � Si x.
<br />TAPPING SC , REWS
<br />e,7
<br />uJ
<br />a
<br />3" TALL x 20 GA. GALV.
<br />�
<br />STEEL U-BAR. ONE U-BAR
<br />PER SECTION. EACH U-9AR ATTACHED
<br />6
<br />WITH TWO 1/4"x3/4" SELF TAPPING
<br />t2.
<br />SCREWS PFR SIRE LOCATION.
<br />O
<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 />HEIGHT "L"
<br />6'-6' 70'
<br />2" GALV. K AL .STEEL TRACK,
<br />76
<br />MIN. r s . so" 7 -0
<br />RACK THICKNESS: O 7 -6 82
<br />8 -O 88
<br />TYP, 2-1/2"0 2 GA. GALV. STEEL TRACK BRACKET.
<br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
<br />14x5J8" SHEET METAL SCREWS LOCK OPTION
<br />13 GA. GALV. STEEL BOTTOM BRACKET -
<br />NOTE 1
<br />ATTACHED WMi TWO #14x5/5'
<br />'
<br />O p b SHEET METAL SCREWS.
<br />� DOORS DOORS UP TO 7'-0" HIGH CONSIST fi1I= '�•) SECTIONS (.Si�10WN)).
<br />'• s"-•j '4�• OVER 7'-D" HIGH CONSIST OF 5 SECTIONS NOT- SH6WN ALUMINUM EXTRUSION FRAME WITH U.V.
<br />/ x3/4" SELF {5 { J FRONT RA E
<br />TAPPING SCREWS-& VINYL WEATHERSTRIP. COATING ON OUTSIDE SURFACE 14 ,A ENO HINGES 18 GA. INIE-EM.E121ATE HING SECTION A -A (SIDE VIEW)
<br />V_..E -7-R7 VIEW. C rl
<br />VERTICAL JAMB AIUACHMENT (C-90 BLOCK OR I I 2,000 PSI MIN. CONCRETE COLUMN): SSB GLASS OR� OPTIONAL 10 SCREW
<br />3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1 /8" ACRYLIC LITE WINDOW LITE
<br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE
<br />2x6 YELLOW PINE JAMB 20 GA. MIN. GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER SECTION B-B
<br />PSI MIN. CONCREtE)_ WASHERS INCLUDED WITH #Sx3/4" PAN HEAD SCREW
<br />5LEEV R 1-1 RE
<br />10 SCREWS PER LITE`
<br />E ANCHORS, 4" O.D. MIN. WASHERS REQUIR
<br />ED
<br />20 GA. GALV. STEEL INTER. STILE
<br />WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
<br />12 GA. GALV. STEEL TRACK (BUT NOT REQUIRED) TO PROVIDE A FLUSH INTE
<br />BRACKETS FASTENED TO WOOD JAMB MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES STIL
<br />WITH ONE 5/16"0 -5/8" LAG SCREW TRANSFER LOAD. ONTO VERTICAL TRACK,
<br />ONE SNAP LATCH ON
<br />PER TRACK �R%tCdtLT. OOR.
<br />EACH SIDE OF D
<br />1$ GA. GALV. STEEL CENTER HINGE INTER. STILE
<br />FASTENED TO INTER. STILES W/(4) OUTSIDE
<br />14 GA. GALV. STEEL ROLLER HINGES OUTSIDE KEYED
<br />2" GALV. STEEL TRACK FASTENED TO #14x5/8" SHEET METAL SCREWS. e HANDLE
<br />12 GA, GALV, STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) HANDLE1�4TRACK ATTACHED TO EACH BRACKET 14x5/$ SHEET METAL SCREWS AND END
<br />WITH ONE 1/4"x5 8" BOLT & " % NUT 4 1 " 4 x3 4 l SELF Q ) / / TAPPING SCREWS PER END HINGE. STILE
<br />END
<br />STILE
<br />LOCK BAR
<br />ENGAGES IN
<br />TRACK ON
<br />EACH SIDE
<br />OF DOOR,
<br />OR TWO 1/4 DIA_ RIVETS. OUTSIDE KEYED LOCK
<br />INSIDE HANDLE � QCK BAR LOCK1N�f
<br />2„ DIA. SHORT STEM, 10 BALL STEEL ROLLER.
<br />JiAMB CONFIGURATION OU15Ip KEYED LOCK DESIGN LOADS: +25:0 P.S.F. & -32.0 P.S.F.
<br />PREPARATION OF JAMBS BY OTHERS. SECTION C-C SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P3.F_ & -48.0 P.S.F.
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />SHALL HE 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,
<br />VFRT1 A AMB ATTA HC MENT (�W00➢ FRAME BUILDINGS) MAX. DOOR SIZE 9'0"W X 8'0'H
<br />1/2 x3 LAG SCREWS ON 24 CENTERS, 1-1/4" O.D. MIN.
<br />WASHER REQUIRED, LAG SCREWS MAY BE COUNTERSUNK C, at1a�w Pma.t. Company H+ ftht. Ree "d.
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING me emngeme ds deiuelxe heren are the sole pmperiy
<br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. o t»o Copoy EuSOmg Produde camppany and may �a-i
<br />oe ,eprodumd in ary fam vn�Fwut its wrilta, Danmsaw".
<br />MODEL: 1 10RW4 (25 GA STEEL SKI
<br />MODEL: 120RW4 (24 GA STEEL SKIN (5) INTERMEDIATE STILES FOR 16' WIDE DOOR_ 20 GA, MIN. END STILES ATTACHED TO DOOR
<br />ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L---LOC SYSTEM
<br />AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER).
<br />OPTIONAL SSB GLASS OR �.---fir q
<br />1 /8" ACRYLIC LITES AVAILABLE
<br />Ozrr, ccrr.n - .%
<br />�
<br />tl
<br />tI
<br />irrsww�.�s.w�•wr..i.
<br />C.i.�ii
<br />+ ._
<br />+rn.r��w.
<br />w
<br />r�rrrrrww+rrrr�w.wwr+��.+.rrrw.irwi
<br />www�wr.�.�or��
<br />�i
<br />n
<br />1 r
<br />_
<br />r
<br />�'
<br />,
<br />�:
<br />!_��,,
<br />�_�
<br />�
<br />it
<br />-w-•- �..� ���
<br />err• ..���. ■�,�.���. �w��l. ■�. I .. I. �. I1- )li
<br />NOTE 1:DOORS UP 0HCONSIST OF (4) SECTIONS ))
<br />DOORS OVER7' 0" HIGHCONSST OF (5) SECTIONS(NO OTSHOWN).
<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 KSI
<br />2" THICK
<br />INSIDE ELEVATIONs
<br />FRONT FRAME WITH U.V-
<br />COATING ON OUTSIDE SURFACE
<br />SSB GLASS OR--"
<br />MOLDED INSIDE - 1 /8" ACRYLIC LITE
<br />LITE RETAINER
<br />#8x3/4" PAN HEAD SCREW
<br />(10 SCREWS PER LITE)
<br />VIEW "B"
<br />- VIEW "C"
<br />LOCK POSITION
<br />0
<br />(BOTH SIDES)
<br />TWO POINT LOCKING
<br />3' x 20 GA. U-BARS.
<br />U-BARS IN 2-1-2-1
<br />PATTERN (LE-- TWO U-BARS
<br />ON BOTTOM SECTION,
<br />ONE U-BARS ON NEXT
<br />SECTION, ETC.)
<br />VERTICAL JAMB ATTACHMENT (G-'90 BLOCK OR
<br />e 2,000 PSI MIN CONCRETE COLU NZ
<br />3/8"x4" 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 />PSI MIN. CONCRETE). WASHERS INCLUDED WITH
<br />SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED 2x6 YELLOW PINE JAMB
<br />WITH TAPCONS, ANCHORS MAY BE COUNTERSUNK
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH
<br />MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
<br />OPTIONAL 10 SCREW TRANSFER LOAD.
<br />WINDOW LITE 12 GA, GALV. STEEL TRACK
<br />SE `TlQN B- BRACKETS FASTENED TO WOOD JAMB
<br />!�
<br />INTER_ STILE
<br />12 GA, GALV. STEEL TOP 0
<br />ROLLER BRACKET_ EACH VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGSI
<br />BRACKET ATTACHED W/(4)
<br />e
<br />1/2"x3" LAG SCREWS ON 18 CENTERS- 1-1/4" O.D. MN_
<br />SHEET METAL
<br />OUTSIDE KEYED
<br />SCREWWASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
<br />SCREW S..
<br />HANDLE
<br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
<br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD,
<br />14 GA. GALV. STEEL
<br />END HINGE. EACH
<br />INSI
<br />FASTENED TO END
<br />OUTSIDE KEYED JOCK
<br />STILES W/(4) #14x5/8"
<br />SHEET METAL SCREWS
<br />SNAP LATCH LOCK OPTION
<br />& (4) 1/4"x3/4" SELF END
<br />SLIDE BOLT
<br />TAPPING SCREWS, STILE
<br />LOCK ENGAGES
<br />INTO VERTICAL
<br />TRACK. ONE
<br />3" TALL x 20 GA. GALV. STEEL U-BARS
<br />LOCK ON
<br />LATER.
<br />IN A 2-1-2-1 PAITERN (I.E. TWO U-BARS
<br />EACH
<br />CH SIDE
<br />OF DOOR.
<br />STILE
<br />ON BOTTOM SECTION, ONE U-BAR ON NEXT
<br />SECTION, ETC.). EACH U-BAR ATTACHED INSIDE SLIDE BOLT
<br />WITH 1/4"x3/4" SELF TAPPING SCREWS LOCK OPTION
<br />PER STILE LOCATION-
<br />OUTSIDE
<br />HANDLE I
<br />SECTION A -A (S1D_ E VIEW) I I R)
<br />-13 GA. GALV. STEEL BOTTOM BRACKET_
<br />ATTACHED WITH (2) #144/8" SHEET METAL SCREWS,
<br />ALUMINUM EXTRUSION
<br />& VINYL WEATHERSTRIP.
<br />HORIZONTAL TRACK SUPPORT BY
<br />OR INSTALLER (TO SUIT)
<br />13 GA. GALV. STEEL FLAG BRACKET.
<br />EACH FASTENED TO WOOD JAMB WITH
<br />(3) 5/16NI-5/8" WOOD LAG SCREWS.
<br />i---
<br />TRACK CONFIGURATION
<br />w
<br />r
<br />DOOR
<br />o
<br />HEIGHT "L"
<br />n
<br />6'-6" 70"
<br />" GALV, ELT 2 G L . STEEL RACK , 7 -0 76
<br />11
<br />MIN. TRACK THICKNESS: .060" 7 -6 g2
<br />w
<br />S
<br />TYP. 2--1/2"x12 GA, GALV, STEEL TRACK BRACKET.
<br />z
<br />(FACTORY ATTACHED).
<br />4 TRACK RACKETS PER SIDE 0 CHED .
<br />() B ( )
<br />w
<br />n
<br />#14x5/8" SHEET METAL SCREWS
<br />0
<br />0 0
<br />a 1/4"x3/4" SELF
<br />TAPPING SCREWS.
<br />14 GA. END HINGES ld GA_(NTEEMEDIATE HINGE
<br />VI " " 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
<br />WITH ONE 5/16 x1-5/8 LAG SCREW
<br />SNAP LATCH ENGAGES PER TRACK BRACKET.
<br />ONTO VERTICAL TRACK. 7/16" I.D. ROUND PUSHNUT 18 GA. GALV, STEEL CENTER HINGE
<br />ONE SNAP LATCH ON FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4)
<br />EACH SIDE OF DOOR. #14x5/8" SHEET METAL SCREWS.
<br />2" GALV. STEEL TRACK FASTENED TO 14 GA, GALV. STEEL ROLLER HINGES
<br />12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4)
<br />TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND
<br />WITH ONE 1/4"x5/8" BOLT & NUT 4) 1/4 x3/4" SELF TAPPING SCREWS PER END HINGE.
<br />Q OR TWO 1/4" DIA. RIVETS_
<br />END PREPARATION OF ,IAMBS BY OTHERS.
<br />STILE 2" DIA, SHORT STEM, 10 BALL STEEL ROLLER.
<br />IDLE JAMB CONFIGURATION
<br />wkel iiPR•7:C•3
<br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
<br />END SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
<br />STILE RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
<br />WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF
<br />THIS DRAWING. MAX_ DOOR SIZE; 16'0"W X 8'OH TEST LOADS: +36.0 PSF & -37,0 PSF
<br />MANUFACTURED / PURCHASED I SHEET SHEETS DRAWING NQ. RE
<br />LOCK BAR MANUFACTURED 1 1 101980
<br />ENGAGES IN
<br />TRACK ON DES. BY CHECKED BY
<br />EACH SIDE DESCRIPTION
<br />OF DOOR. MWW MWW
<br />Clopoy Buildng Products Company Ail Rights Rsse,ved.
<br />The arrangements depicted herein are the sole property
<br />of tho Ctapoy Building Produefs Company and may not
<br />be reproduced in any form without its written permission.
<br />NU,iR 51N67LE HUNG LitINDON SGHEDULE
<br />TESTED E'ER AN51 /AMMtst/NMPA 101 /152
<br />GALL 51ZE
<br />MANUFACTURER SERIES #
<br />M51,5N
<br />PRE55URE (P51-)
<br />DE510N
<br />51.)GTION (FISF)
<br />IA25H (1/2 32514)
<br />CTOO
<br />+-I5.0
<br />225H
<br />q00
<br />+-15.0
<br />_60.0
<br />325H
<br />`400
<br />EMP
<br />IA3 (1/2 335H)
<br />aoo
<br />+15.0
<br />-ao.Q
<br />SH
<br />cfoo
<br />- - _
<br />-
<br />335H
<br />1400-
<br />-
<br />IA45H (I/2 SASH)
<br />GOP
<br />.-.
<br />245H
<br />a00
<br />sz=+52-?.T=.:
<br />345H
<br />q00
<br />�
<br />_._ ..
<br />IA55H Cl/2 355H)
<br />aoo
<br />===+✓:i3?a:
<br />-..
<br />``_L=7y.1-=--
<br />.__..
<br />-...: -..
<br />355H
<br />aoo
<br />IA65H (1/2 365W
<br />a00o.4
<br />. ...:.. - . ._...._..
<br />2bSH
<br />ado_==-42.0
<br />: _....-r._
<br />A= 5::
<br />56544
<br />q00
<br />_- +2b.a =. b .'
<br />-_; __28.�t� =_
<br />20205H
<br />q0o
<br />+-75.0
<br />30205H
<br />CIOO
<br />+-15.0
<br />_850.0
<br />40205+4
<br />lgOO
<br />+`15.0
<br />-?8.4
<br />20505H
<br />a00
<br />+ 15.0
<br />-a0.0
<br />a00
<br />-
<br />4,0305114
<br />a00
<br />+15.0
<br />20405H
<br />6100
<br />-bO.O
<br />30405H
<br />a00r?--=
<br />�.. .
<br />.gym
<br />4040511
<br />cloo+432Y{�
<br />2050SH
<br />aoo
<br />+5613:
<br />30505H
<br />1400
<br />_
<br />�.t +4a.2==�:.:=:q.2=
<br />- - �•-.
<br />201605H
<br />aOO
<br />_...
<br />=-_-+_ 1.0
<br />30b05H
<br />40b05H
<br />qO0z-•�.;�%+32.I�:�,
<br />_.._
<br />=: �=�-32,1�-;�-,:=��; �<:
<br />NUAIR HORIZONTAL ROLLER NINDO�q SGHEDULE
<br />TESTED PER ANSI/AMMA/NKNDA 101 /152
<br />CALL 51ZE
<br />MANUFACTURER SERIES #
<br />PE51ON
<br />PRESSURE (i'S1")
<br />DEVON
<br />SUCTION (P5F)
<br />2020HR
<br />OH2 ! OH3
<br />+50.0
<br />-b0.0
<br />5020HR
<br />OH2 / OH5
<br />+50.0
<br />-W.0
<br />4020HR
<br />OH2 / 01-13
<br />+50.0
<br />'?-`--�7b.✓�??.�-.
<br />5020HR
<br />0H2 / OH3
<br />+50.0=`-t.q__r
<br />602OW
<br />OH2 / OH3
<br />+50.0
<br />17
<br />2050HR
<br />0H2 / 0143
<br />+50.0
<br />-&0.0
<br />O
<br />503 HR
<br />oHi2 / OH3
<br />+ 50.0
<br />- - = - -
<br />=r-�=�1-5b.6�
<br />4030HR
<br />OH2 / Of-0
<br />+50.0
<br />5030HR
<br />OH2 / OI-k3
<br />-,;;,�.=�:+-4a.1==>==�::._...;
<br />-
<br />6030HR
<br />OH2 / oH13--
<br />x �T-
<br />---- �
<br />- - -
<br />fiE - -
<br />20.40HR
<br />OH2 / OH3
<br />+50.0
<br />-80.0
<br />5040HR
<br />OH2 OHS
<br />.0. -
<br />4040HR
<br />OH2 / OH3
<br />H}2
<br />OH2 OH3
<br />-..
<br />---- - _--- R. -
<br />---
<br />- -
<br />2050HR
<br />OH2 / OH-3
<br />-+50•0
<br />0050HR
<br />0142 ( OHO
<br />4050HR
<br />0H2 / OH3
<br />i
<br />....:....:..
<br />5050HR
<br />OH2 / OH3`v_:+26.1
<br />b05OHfR
<br />OH2 / OH3
<br />--_ =+26.1
<br />NUA I R 5L I D I NO O LASS DOOR SGHEDULE
<br />TESTED PER AN51/AMMAMANDA 101 A52
<br />CALL 517F
<br />MANUFACTURER 5ERIE5 #
<br />DESIGN
<br />PRE55LRE (P5F)
<br />17E516N
<br />5UGTION 0'5F)
<br />50b8 SOD
<br />200
<br />+50
<br />-64,6
<br />bO6a Sop
<br />200
<br />+30
<br />-55.0
<br />8066 560
<br />200
<br />+50
<br />a06b SCUD
<br />200
<br />+30
<br />-55.0
<br />THERMA-TRU DOORS
<br />EXTERIOR DOOR. 5GHEDULE
<br />TESTED PER AN51/AMMAMK1 DA i01 /152
<br />LOGATION
<br />C/AL_E. SIZE
<br />R/O SIZE
<br />MANUFACTURER DE5GRIPTION
<br />DE51ON
<br />PRESSURE (P5F)
<br />DESIGN
<br />5UGTION (PSF)
<br />6ARA&E
<br />2a68 (2/P5 x b/8)
<br />34 1/2 x a2 I/2"
<br />#100 FLU51H STEEL
<br />+25.14
<br />-34, 1
<br />SERVIGi DOOR
<br />T25•a
<br />-34.7
<br />I'aot BATH.
<br />246a (2/4 x 6/8)
<br />30 !/2 x 82 V2
<br />#11P� ONE LITE STEEL FRETtG44
<br />+25.a
<br />-34,7
<br />_
<br />DOOR
<br />l2x8212"
<br />� G;i
<br />118 Oi�tE LlT� ST�L R1=N
<br />2'a_�T
<br />�4:1
<br />E3T2EAKFAST TO
<br />bx a
<br />2bb8 2 6/)
<br />3212x821/2 "
<br />/
<br /># G
<br />l26 TE 5 FT2EN H
<br />N LITE TESL
<br />+
<br />34
<br />LANAI DOOP,
<br />+25A
<br />-54,7
<br />EXTERIOR(2)20b8
<br />(4/d x b/8)
<br />51 i/G x g2 I/2"
<br />#108 15 LITE 5TEI=L FR TIC14
<br />+24.'T
<br />-52.4
<br />FRENGFE
<br />x
<br />2 26b8 5/O 6/8
<br />651/4xa2 i2
<br />/
<br />#108 15 LITE STEEL. FRENGH
<br />+24.7
<br />-32A
<br />DOOR
<br />(2)28ba (5/4 x b/8)
<br />6-1 I/4 x 82 I/2 "
<br />#108 15 LITE 5TEEL FP.ENGH
<br />+243
<br />-32.4
<br />(2)3068 (6/0 x 6/8)
<br />-15 1/4 x 82 1/2"
<br />#100 15 LITE 5TEEL FRENCH
<br />+24.7
<br />-32.4
<br />FOR 8'-O" HI&H UNITS
<br />(H) x as 1/2"
<br />MAIN
<br />ENTRY
<br />DOOR
<br />306a (5/0 x 6/80
<br />5& 1/2 x a2 1/2"
<br />#20a STEEL 8 PANEL
<br />+25,9
<br />-34.7
<br />(2)2bba (5/0 x b/S)
<br />63 1/4 x 9>2 1/2"
<br />+24:7
<br />-52.4
<br />(2)2868 (5/4 x &A5)
<br />6`I 1/4 x 82 1/2"
<br />+24.7
<br />-32.4
<br />(2)306a (b/O x 6/6)
<br />-15 €/4 x 82 I/2"
<br />+243
<br />--32.4
<br />(2)3080 (6/0 x 8/0)
<br />75 1/4 x as 1/2"
<br />+24 1
<br />-32.4
<br />MAIN
<br />ENTRY
<br />DOOR
<br />306a (3/0 x b/a)
<br />38 1/2 x a2 1/2"
<br />#FG-b0 6 PANEL. FIBERGLA551G
<br />+25•11
<br />-544.7
<br />(2)26b8 (5/0 x b/8)
<br />63 1/4 x 8,2 1/2"
<br />+24.-7
<br />-32A
<br />(2)2a65 (5/4 x b/8)
<br />bi / 4 x 82 /2 ! I "
<br />+24.7
<br />-52.4
<br />(2)306b (4510 x b/a)
<br />-15 1/4 x b2 1/2"
<br />+243
<br />-52.4
<br />(2)3060 (6/0 x 8/0)
<br />75 1/4 x as 1/2"
<br />+243
<br />-32.4
<br />MAIN
<br />ENTRY
<br />DOOR
<br />3065 (3/0 x 6/8)
<br />58 1/2 x 82 1/2"
<br />#FG-bO 6 PANEL FIBFRGLA55kG
<br />OR
<br />#FC-2000 I LITE FRENCH
<br />FI13ERGLA551G ,
<br />(GU5TOtvER CHOICE)
<br />+25.q
<br />(2)26ba CS/O x 6l8)
<br />63 1/4 x 82 I/2 „
<br />+24.7
<br />-32.4
<br />(2)29>68 (5/4 x 6/8)
<br />b7 1/4 x 52 1/2"
<br />+247
<br />(2)5060 (6/0 x b/8)
<br />15 1/4 x 82 1/7'
<br />+24.7
<br />-32A
<br />(2)-30ao (6/O x 8/0)
<br />75 1/4 x G8 I/2"
<br />+24 T
<br />-52_4
<br />BANGO OVERHEAD DOORS, I :G.
<br />OARACE DOOR 5Gf4EDULE
<br />TESTED PER AN51/AMMAMV,11 10A 101 /152
<br />GALL SIZE
<br />TE5T LOAPS
<br />PRESSURE (PSF)
<br />TAT LO;tD5
<br />50GTION (P5F)
<br />DE5107N LOAP5
<br />pR1=5511RE (P5F)
<br />DES16N L.OAUS
<br />SUCTION (PSF)
<br />8 x -1 (OR 80700H)
<br />+37.5
<br />-48.0
<br />+25.0
<br />-52.0
<br />a x -7 (OR aO-TOOH)
<br />+37.5
<br />--48.0
<br />+25.0
<br />-52.0
<br />16 x 7 (OR I60-10014)
<br />+36.0
<br />-37.0
<br />+24.0
<br />-24.5
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO 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 CONDIT10NS, 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 />EXTERIOR? WINDONS AND DOOR 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 1D£NTIFYING THE MANUFACTURER, PERFORMANCE
<br />CHARACTERISTICS AND APPROVED TEST ENTITY.
<br />LNG
<br />FBC 1707.4.2.1
<br />2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
<br />THE PUBLISHED MANUFACTURERS RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.
<br />FBC 1707.4.4.1
<br />3. ALL EXTERIOR WINDOWS AND DOORS WHERE 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 LIP 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 1707.4.51-1707.4.5.4
<br />AoCREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
|