Plans (4) UP95 00109
••E±i,• :tie• l,,.,:i '. • :r'•
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TO B E COORDINATED. WITH ALL D ESIGN S,�•tij ., , ,.1. , .$ ,.r; . � ':'. ., TENANT ASSUMES ALL COSTS ASSOCIATED WITH M EZLA1 RNlE SPEGiFIG ATON� . t; . . ,'
,
BUILDING MODIFICATIONS REQUIRED BY 1. T ZANINE SYSTEM IS DESIGNED P'OR A. PSF' -,
.r� TENANT DESIGNS LIVE LOAM AND A 5--14 PSf DEAD LOAD AND MEETS UBC' , 4�
, E. T THAT DIFFER FROM MALL STANDARD .
AND R4CA BUILDING CODES. ' }
i ?t" ^'ir !,'k,}• / ._:''�• • r. • - SI . - '' .'i.; 1. 9 j`,-
.2.'•-.'.,_-, it j /fir,Jy�j yx•� �Jj� .,", + • '+/. 7 • •--,------ ._ •. ,•
2. ALL SUPPORT MATERIALS SFIA�,L BE �5��:�P• COATED +�a7H ONE l , /!•
•21,- -• R0. AISy-1N.' RIMING r * j 4 1 COAT of s�-IARA TAN . (S
� ,� -� � .. ! . PAINT. A1..L. ST��R RAILS ' 4• .T 0' �-ATC1-1.„-HOLES IN �-- AND PERIMETER RAILS HALL ESE SHOP COATED 'I ITH ONE ..
'COLUMN,,TO1Q : 24''4 -1 CORY CF .�IDUSTRIAL YELL4�YY�. PAINT " ',•_ , ,,4.k 1,74 c ,i .1..,
•{ jJ>,.� 3. SUPPORT COLUMNS ARE TS 51./4,5)(00 5 x 3/16 STRUCTURAL 1 ,,,,,2,:.,,..,,,,,,,, ,,,,
' ° f
&_5 ` 1 2" 24 -8 1 INSTALLATION TAR POINT FOR ROOF DECK.: E B, 46 KSI ,; .,
7 • ' :,. ,.� _ - ' - � ,ly STEEL TUBING ME iN M � •.• LAP PANELS END TO END FIRST PER DETAIL' YIELD REQUIREMENTS AND ARE DESIGNED PER AJSC '
.r + .- •r
,= jay • EDGE
E GE QF_
:<• 4i,.� / � IN MANUAL. ADJUS SIDE TO SIDE SAPS SO STEEL CODES, COLUMNS ARE ANCHORED TO THE SLAG � , ,,,....i,:::.,•zr `,�•: ., COLUMN .TUB` 3" 1 •'- '- 5'-1 1 4" 7'-3" 7'-3" 5'-1 1/4" DECK VALLEY CENTERLINES HOLD AT 6" INCRE- WITH (3) OR (4) 1/2", DIAMETER•RAWL STUD: ANCHORS• 4 12 4 3"
E ST.
LA
,� PER DETAIL IN MANUAL. C ) ( ,
MENTS (OR AS INDICATED ON THE DRAWIN ). .TH ,�
I B51 B53
AND OVERTURNING LOADS
,.•,,, , {' 1 (2)B35 X53 I B51 ABILITY TO SUPPORT THE VERTICAL
��, s B7,
t 2 Bti 1 2 B6'3 (2)I363 (2)B61 r
• j r ; 83? FROM THE MEZZANINE COLUMNS IS (SOT THE RESPONSIBILITY: r ,1�
y i . ! B71 OF CUBIC DESIGNS.•i
,
,
_ � KICKPLATE •
H
Y,.,`:Y. • .,:' a CY4a 1�-. , •. __ _ - sue.-wv�.�a.-.. �r+a �.:. _ _ AU YE OR ■.EAVI • 1.., :
. - __� CI EE F
A
F 13 ASTM A57Q GRADE 50 KSI •
, ,,
• ; B T`�" �� HANNELS MEETI .
(3) SIDES RAM
�r,, •,. ,r ',1. . _ ..F , - I - . • B3 B1 - Lot
• .
.„ . . . , .
T
• •
Rif- y •1 + , , ,�. •1,,'' • ,f _ ' •
• ;., YIELD REQUIREMENTS ANO ARE DESIGNED PER JSi STEEL
- rl � ! p!�..t. , ! - • - JI �J i CODES• t ` • H.• t T
• •' ,,� ! ..-,•.:;-%,,fsr.. ;I I 2474--2 1v
e'1 , y.: z'• ,z. jt BATHROOM 1 • • �5a.) ,�. B35
# B50 B36
I
k i _ !TE RF DECK
{ co I 1 2 20•
5. DECK MATERIAL. S 1 'GAUGE `�.k '_,-.4,,....,,,
3• Q4 REQUIREMENTS WITH A FINAL L i:..I r MEETING ASTM A611 G ADE C REQUIREME
;;. : ,� 15 B20 I R OF PLYWOOD • t
,N �... _ �°°•. FLOOR COVE OR FLOOR PLATE. iF GRATING
',; �_ •rt. is 1 E25 TYP.) Y (2)B60
. , - �; , j . t , F B2 • : , I • , BRIDGING v " y
2: t IS INDICATED, THE DECK MATERIAL IS 19W4
- 8AR
, RESENTS. •�,.,,,'.
T '
� n j ti
( ARS) MEETING NAMM REQi,�!•,L I o B70 GRATING 1 x 1/8" BEARING B !
�,. i •o.. l )
;
.b ;� �; cv .�� I i 49 � �` cn /• 6. ALL DESIGNS, DRAWINGS AND CALCUI<_ATiONS ARE PREPAREI?
. Y 'i' 1. , f. .r :•,;,..". .r�.•.�.m ss aYr�r re- - Y� I i .'. r- , _ -'
r; B35
0 UNDER 7HE SUPERVISION OF A REGISTERED PRQI°ES514NAl, , m
E• " -' 2474-2 * K l<
r i < ! , QQ cq
�• B36
ENGINEER EMPLOYED 8Y _THE MEZZANINE ��F �rRE f: t J ,
•a. 820 '� 2 B$0 .•; iJ y1,
,° �o I '0 ( � 7. STAIRS KNOCKED DOWN)' HAVE SOUL CHECKERED PI.A .,.
1 TREADS AND OPEN RISERS. STAIR RAILS AND PER1METEI ......,,,,,,,,,•,,..:,,,,...,,::::,,i,.,,,, 'F
I (2)1360 , ►
_
( 1 B52 RAILS CONSIST OF SQUARE TUBING AND ARE DESIGNED TO•
EDGE .' ! (5,..-D - AND OPEN NG' Q
9 (0 2 1362 MEET STRENGTH, SiZE. I RE UIRMNTS QF `'•f i O
i B2 0 44 APPLICABLE CODES.
7 I ,6.1 B 1 4 _
,.`.= 9 2474`2
I■ � �T INE COMPONr.NTS SHALL• BE� IN y,: ; • ;��
F B 13 ,'+., 'lc- ..� _ 72474- 2 8. MEZZAN S ;
4 �, 1 2 INSTALLATION OF ALL�,� }.. 871 t _ } _ ACCORDANCE WITN INSTALLATION DRAWING AND MANUALS + "' ,_'b `I R B73 I SIGNS INC x ,. 4 '. , SUPPLIED •E3Y CUI�C DE t•- I 1 P/ i. ,• STAIR „ �. STAIR B53 9.1 36• •
,� I ,: P/F 638 . 65,2 RAiL &
�., •:, .rs ; •) • UP P - ' U P . (2)B63 (2)B62
1, , . �_ r� B45 KICKPLATE
1 ♦ � � f£. .mr�- '/���/7.-_1-/y��Jg �� '
Y f .`,a� CW✓,..,;.•:.•.,:••• , , hi •• ' .•, ..,,,, .. • , • ' - 1
3 (2)B41 I �/ �•• , EDGE' OF 2 6 • • • . m
( )B4 7'-0 1/4" 1 7'-3" I 7 -0 1/4" 3" y��
} PLATFORM ,�__ ,� o•
1 :':
•?`r• �� :•• �.. ', • 2 1 - 2" 3'"5» 16 WO .7 5/8" -121 3/4* • 10'�"� � °� rri
✓ :,. ... ' 15 TO 9" =135" --_ . "
•
- 47 2 1/2" 3'-5" 11'-3 / 1 O'-3 1/2"/2" ---�' '® m I •
jl
tj• 2474-2 :;tj
,• { 4 E' 4r---T-- r ‘.%1 ..7",---Tt : .::, ... .,... _ i - . ‘...•,;.';',.`,....'",•:,.:::;',;:•ie,....„:7,?
•
,:,i-...:,,!-•.•:.'.',.• R This AREA MUST BE SEPERATED FROM THE TOP OF ROOF DECK= 121 1/4" •
. . {.; D OF S °:t .*p MECH.. AI PLENUM; ONE HOUR WALLS MAY BE REQUIRED BY C:ODE. TOP OF PLYWOOD= 121 3 4• • _.... .i'`. • �h - !-,I s ' ...0E 1:• '''>S.47 i``•X19 , V 1/thi•45 �J (FIRE RETARDANT PLYWOOD) : 't s
2474-2 ' -- Ery „ c_7
it- :SEE DETAIL FOR FOR ROOF DECK , a I - ;. .
1- N O r
r.1 i '+ •,''','• ' ' "" J Y , '• SEE DETAIL --.. FOR FRAMING ,•
` •
2474-2 . ' SEE DETAIL FOR FOR PLYWOOD 1 t , � ;
•' " :1:2' LANDLORD HAS-'INSTALL EXPOSED 4". METAL STUDS ___ 1 •@ 'I6 O.C.. O 12-eI,'.A.P.P. (AS IS EXISTING) >,
•, , r} .TENANNT TO INSTALL' 5/8 TYPE,"X"'G.W.B. TO 6" ABOVE CEILING, /�7_ ��� /�./// ,., :1
� :; TO':RE COORDINATED WITH THE MALL DESIGN. . `• ' . , r
x
•
' 9x8' �� [� ,.'
,� ;.TENANT ASSUMES ALL COSTS ASSOCIATED WITH MALL - •
qq + r 9x6 --5 1 2 ® 9 8
w TYPICAL ELEVATIQN �' � � ,
•r a� MUiODIFICATIONS• REQUIRED DUE TO TENANT DESIGN. JOBSITE " 'KIN! G?UI '' MENTS ,:.:,
•ss, 4 ' ; ,•;:WALLS•ABOVE-12'.6' ' MAY REQUIRE SPRINKLER CHANGES, ETC. , 6 �-°--- l '� r `
".Iy .;''.. : , NA WITH LAND _ EYtD�GE CMG . 2'-11 /2 x4' 4'x5'-`9" NOTE. -COORDi T LORD'S CONSTRUCTI D 1 `ON COOK INATOR r Yr
#i ? 'i 4 ti, f PLANS ANV T�E CITY'S } ',
c•'
BY TENANT. SPRIIV�Cl1.ERS ROOF PATCHING, aA ter. -
ALL'CONSTRUCTION SHALL BE D f
® ® 1. VERIFY DETAILS, LEASE LINE AND Y ,
�' L EL ECTRICAL ANA MECHANICAL SYSTEMS WILL BE
G. u�LIS 9. a ` T( -° ----
NEUTRAL PiER DIMENSIONS AS PER ` °}
• AN®, 'il -l 'TO .,ENTRA KV A,x�., �,.
THE. ,•`•,• MALL TENANT CON.;TRUCTiON• �, RCHITECTURALLY APPROVED(AS NOTED)
` :, BY-MALL APPROVED.CONTRACTORS ONLY. , - , ::' •
r i_ r 3 P. ra cratT� s�T Al-READY CH�it� , 2'-3" C3 �nj APPROVED d REVISE&
MANUAL, o RESUBMIT '
: wrHTElam. 4x6 -5 '1/2" 4'x8' x4 w ♦.�'•''.11.' • S WILL (SEE (TYP.) 2. FIELD VERIFY ALL CONDITIONS AND �'�r, r
�' purr TO m DIMENSIONS PRIOR TO CONSTRUCTION.
I FOR C3ESiGN ONLY. REVIEW OF '.'...:AREAS .WIL BE HANDICAP ACCESSIBLE E A.D.A. R 1 AL 5
t . PAYMIS THE Cf M aPPROV •
• TENANT CONSTRUCTION MUST MEET STATE ANC? FEDERAL TENANT ASSUMES SPACE AS IS. THESE PLANS DOES NOT ALTERTENANT'SOBLiG1�-
AT TNT TITS G tG�Ft i115T
'' HANDICAP (IL%UIREMENT). MINIMUM,'0r OI11E REST ROM•AND - 5ex�Acarrm� •Tau-WA-16W VARcx�s 3. THE SUBJECT WALL CONSTRUCTION MANUAL T1ON TO COMPLY WiTH ALL LAWS, ORDINANCES.
t`�, � GOttSTt�GTiA'J N�6UIDELft�f9NrD 2'-1 1 1/2"x4' -.��
ONE�.DRESSING ROOM ETC.' AS APPLiCABLE VERIFY �o nEP cr • 4'x51-9"
AS DEVELOPED BY WINMAR COMPANY, INC.
`. TI 5 M BY OVER
.• r AND REGULA ON ADE G NM N
r ,. XO TO BECOME PART OF THESE PLANS AND AT
T"� % NEOOlDN . W1 NMAR CO 1 NCTENANT I RESPONSIBLE FOR,MEETING ALL REGU ATO S,; CODES, AND. - ,: vE SY.((ETO 4 a Awn REvetDe SPACe ® DETAfL >, ' •
LAWS:APPLICABLE'TO TENANTS' LEASED PREMISES:
co�rr�nCTaa w+v� Ms�Ior+A NOTE: PLYWOOD PIECES WITH COMMON NUMBERS 4. THE TENANT CONTRACTOR (.� RESPONSIBLE _
cc •rE5ETrk cr EON DE A�.c ARE TO BE GUT FROM (1) 4' x 8' SHEET REVIEWING THE.. CONSTRUCTION MANUAL
• •
,:. 5 THE WY st i f°�.J.Et t Br Try cm( F•~ix i LD4 LTYARU V 1 PE MT K. ,
AND DETERMINING THE COMPLETE SCOPE
*`;-.......1.1 •.: q. a :J . THE WORK INVOLVED.. , , , ,
" t.�.� t PLYWOOD !.•AYOU i
•
T C 4-25 FOR INSTALLATION KB r
' '.-..!".,,%, A. 0tY -T ►tat-Di%raLl SHEETS OF 1 2" x 4' x 8' AC FiR FiRE RETARDANT - .
• urn ALL / B 3-20 FOR PERMITS i.;...'•,,''',;,...... ..•
r ,,..; rrty a W PLYW 4 Q E1 EDGE 4 D. ADJU ECE SIZES
.,. ►4. IN• Q D (S LIAR RE UIRE ST PI FOR APPROVAL MR
r
c �: ,
. ,. lA't�Q �'{Y�t�•I�O}y5t� w GIVEN T® ACfiUAI Ct�Nl�l IONS SO THAT •ALL SEAMS ;
v.T t� E,. a 5' AS V R 66/1.H1V/.•r* r, FALL ON DECK RIBS (NOT VALLEYS). GAP SHEETS
r•, , " 8' " 4' REV NO DATE DESCRIPTION BY► �
MGM SHIPPED TO T 1/1 fi ALONG 8 EDGES AND 1/8 ALONG 4 EDGES
{ " MAW tT SPAGE ttT5 StAFf ARRIVE,(1 : ";
•f. �.'; ' ,.' ,.,.. r. '' fy�T TO tfE�. . .:.'.'e,_ .f.
,, . AT J D 3@rfATNE 94CU.D •
1 ,,1, , ,, - ' . 1.r�� M. .. ,;.•
•:'••.;.: ON R&JU TO IT. W4.L D PLO TAR , . ,
E N�tO Apr t �t�•Z `
I ,, Y • , l*, M_LG*€/ T ANY 9IF'l V(7. r i±''E J
-r ¢> T STORED rm1t�TFE I e :,tt• ,, i
', • x TES SOLID LINE BROKEN w ,.
INE � C.pubic' Designs r
b ! t=� INDICATES r..
j� _ ;,. . INDICATES �'.', s,;
stir 7F I r ; . t.r}i °�� f
:.. COLUMN TUBE .;, ..,,,.;-,:.,. 13555 BiSHOP S COURT
G. uac ,�5w u.STM MOTE .5 COLUMN TUE3E `
.! ; ti ,'r,, , f 53005 ,.�
.', .�.• • car rates TIE EDGE . ,��. - BROOKFIEL,O, t�li5C0 S
,. . CENTERLINE N IN. �,.•
..l .1 '' P MAY r-'- "".� I , . I. • 1 6 804-826--7061 • FAX. 4.1!4- 789 1970 '
11CD12F.�, FRAMING , ., i'r 414 789 96 �•
' 1���{a�46�t1AE�D B/Y-�t������`�SfD TEtV'iN15 }•:F•$ ` ° .c
P 7 " f` 1�' , ' {/S,/T7„V1/T{/rl•{JVa"3r1T•1i/�AW v 1 I! ,.•T ...r. , yi r,wsa•w,�W , .! t , \•
1 a'�r► .�:w it .'' ''' - '• - ... .7f dJ t , .!. I.! +!••' 'S•.' la.,: . 3/4 ,. BRIDGING CHANNEL t .�o •
t ;I: CUSTOMER
T • RADIO SHACK: 3716
:: ;. mum) P T T o•• r; 't• .i .`{ ,!-'•t ! , TIM TO AY S OR wTH - '• i.0 ,, ,! ,4,
N. FRAMING S �. ..•. RAl�1 t� PUCE /
}
' ,.f LocA IOIr PORTLAND,: OREGON , ;9 1.2+,�
, JOIST SPACING Awcn1 " " 6-iti
it:'F ,y.!, {, .a' ,,,, PL - PL. x1 Q_ .x.L4_„PL. , .IRf • •r 'r f;✓a:y-..,....
' Fcrt�A�T uxtrcor�STAFF 5> u. ALTERNATE DIRECTION OF JOISTS DISTRIBUTOR
, FIELD APPLIED HANGER , , �wtT�T�c; .Y � nro�r NORTHERN STEEL ',
I.rl ln� i ,'� •,',
SECTION �} `'
D BY `
r DATE D w
} A-A CAL DA �� i
'Iy ' • • .• ...,--.4..,,., , , •n . _. �� , •, ■_,. • , . • .I iii �I
,: �, SCALE RA N BY CI�ECKE D�Aw�N� NUMBER
INSERT THIS FRAMING 1
, I P, ' i INTO ..CORNER' FIRST - • . ' . ' . -. :;f .
1/4"..1' 2 6 95 MR DRO 2 .74-1 ,,
a,_ isiA i
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8�3 -
ENTRANCE
1
I S l ORACE -
FREESIA\ Dl \C Z.
AR -A
N
MEZZANINE STAIRS, ,
A R _ A 4
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NO0 _REVI S I O\S C - < > DATE TDRAWI NG # RADIO- 3 _ ATE 3 /2895 PROD - CT : CJSTOMIR : S - - IT
_ BY__,. PAUL FIT .= VI Z Z A\ I \I�E L AYO .. T RADIO S - AC <
1 c C K E D B Y . S TE VE S T O\E RTHERN STEEL
— -- _APPROVED BY :
" ' ---._ Solutions Plus
, _ SC AL = 1 4 = THIS DRAWING (OR PRINT ) I S THE PROPERTY OF NORTHERN STEEL DIVISIONl INCE HOLDINGS LTD.
: F- NAL PORTLAND, OREGON AND SHALL NOT BE REPRODUCED I N ANY MANNER 6633 N.E. 59TH PLACE
`-
r\OTES NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PORTLAND, OR 97218
�_ ______` __ , __ __ - _ — ____._._.____ PERMISSION OF NORTHERN STEEL . ( PH. 288-0155 FAx 288-o194 _______i
- - -
MEZZANINE SPZIFIC4T1ON$
1. THE MEZZANINE SYSTEM IS DESIGNED FOR A 125 PSF
UVE LOAD AND A 5-1Q PSF DEAD LOAD AND MEETS UBC
AND BOCA BUILDING CODES.
2. ALL SUPPORT MATERIALS SHALL BE SHOP COATED WITH ONE
204 COAT OF SAHARA TAN PAINT. ALL STAIR RAILS
AND PERIMETER RAILS SHALL BE SHOP COATED WITH ONE
2474-2 COAT OF INDUSTRIAL YELLOW PAINT.
3. SUPPORT COLUMNS ARE TS 5" x 5" x 3/16" TRUCTURAL
25'-2" 3 1 24'-8" 3,1
/ STEEL TUBING MEETING ASTM A500 GRAD B, 46 KSI
YIELD REQUIREMENTS AND ARE DESIGNED PER AISC
EDGE STEEL CODES. COLUMNS ARE ANCHORED TO THE SLAB
EDGE 3" 12'-4" 12'-4" / 5"-1" 7'-3" 7'-3" 5'-1" WITH (3) OR (4) 1/2" DIAMETER RAWL STUD ANCHORS
11 I I (OR AS INDICATED ON THE DRAWING). THE SLAB'S
I I I I 1 ABILITY TO SUPPORT THE VERTICAL AND OVERTURNING LOADS
I
FROM THE MEZZANINE COLUMNS IS NOT THE RESPONSIBILITY
OF CUBIC DESIGNS.
1i KiCKPLATE
1i� - '� - -- �- 4. FRAMING MEMBERS ARE 16 GAUGE OR HEAVIER COLD FORMED
1 (3) SIDES "C" CHANNELS MEETING ASTM A570 GRADE E, 50 KSI
x I i 202 YIELD REQUIREMENTS AND ARE DESIGNED PER AISI STEEL
in Li f. 2474-2 ` CODES.
4 BATHROOM
5. DECK MATERIAL IS 1 1/2", 20 GAUGE WHITE ROOF DECK
Q ¢ MEETING ASTM A611 GRADE C REQUIREMENTS WITH A FINAL
D BRIDGING id I Y FLOOR COVER OF PLYWOOD OR FLOOR PLATE. IF GRATING
IS INDICATED, THE DECK MATERIAL IS 19W4 BAR
b Q, 1' vb o Z GRATING (1"x1/8" BEARING BARS) MEETING NAMM REQUIREMENTS.
le 1111111 Fn EN I
AND CALCULATIONS ARE PREPARED 1
0 6. ALL DESIGNS, DRAWINGS,
UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL
it 141111F IN
ENGINEER EMPLOYED BY THE MEZZANINE MANUFACTURER.
oe 7. STAIRS (KNOCKED DOWN) HAVE SOLID CHECKERED PLATE
it TREADS AND OPEN RISERS. STAIR RAILS AND PERIMETER
RAILS CONSIST OF SQUARE TUBING AND ARE DESIGNED TO I
EDGE 50 9 t° MEET STRENGTH, SIZE, AND OPENING REQUIREMENTS OF
4$ APPLICABLE CODES.
R — ❑_ I! 2474-2 PI 1
t (' \ 2474-2 8. INSTALLATION OF ALL MEZZANINE COMPONENTS SHALL BE IN
:� A ACCORDANCE WITH INSTALLATION DRAWINGS AND MANUALS IC;r ;
1 i i P/F STAIR `I' P/F STAIR RAIL SUPPLIED BY CUBIC DESIGNS, INC.
M UP t, � UP
�� KICKPLATE
\ * ol
1 L I I
IN IN
I I
1 1
/ 7'–0" f, 7'–3" ill AY–0" AY 3"
3" 3'-5" 16 RO 7 5/8" =121 3/4" 10'-3"
15 TO 9" =135" 1 /
47 3� 3'_5" 11'-3" 10'-3"
2474-2 A p
w
:
DECK PLAN w L..
FRAMING PLAN TOP OF ROOF DECK= 121 1/4" n_ 1
TOP OF STEEL= 119 3/4" TOP OF PLYWOOD= 121 3/4" _¢
C45 x c�(FIRE RETARDANT PLYWOOD) x M 2474-2 °
41 m
SEE DETAIL FOR FOR ROOF DECK c� a
2474-2/
o
o
T U
SEE DETAIL FOR FRAMING
2474-2 SEE DETAIL gir FOR FOR PLYWOOD
1
1
/ // //7P /////
(-1----
TYPICAL ELEVATION
(iY1tY
CITY OF TIGARD
Aliniftre
d A '`
VZIVilttonelly Approved I i'`
ko?6r,!a tho,•.forl,z cs describe 0 vii
PPERNin fi!O. _ (... 't5 -. .,
See into to_Fo'1or' .
I1:
Ate- h [ .
S 5,______:1±_t___\` �ctV - 'N�`
'Job Add!. ��
'� �` � B 3-20 FOR PERMITS MR
ly: AN _ 1� Data. - Ict,1-51 A 2-7 FOR APPROVAL MR
REV NO DATE DESCRIPTION BY
j j
Ili
SYMBOLS SOLID LINE
Li BROKEN LINE - "1/�INDICATES INDICATES y— s - _ Ub1C �}esl �sIlG.COLUMN TUBE p ,
COLUMN TUBE �° 1 13555 BISHOP'S COURT
11CD12F FRAMING EDGES I;7 Y �
CENTERLINE
BROOKFIELD, WISCONSIN 53005
I , 14,d4 .� \ 414-789-1966 800-826-7061 FAX 414-789-1970 J ara 3/4" BRIDGING CHANNEL
FRAMING SPLICE
Ig CUSTOMER RADIO SHACK (#01 -3716)I:
_ • 6 ',a LOCATION
a JOIST SPACING e PORTLAND, OREGON
–x – x – PL. –x – x – PL. 3/4"xx10" PL. } "
L FIELD APPLIED HANGER ALTERNATE DIRECTION OF JOISTS °C/ Cr L DISTRIBUTOR NORTHERN STEEL
INSERT THIS FRAMING TYPICAL COLUMN TUBE DIMENSIONING SECTION A–A Z ��-9 J SCALE DATE DRAWN BY CHECKED BY DRAWING NUMBER
INTO CORNER FIRST
1/4"=1' 2-6-95 MR DRO 2474-1
COLUMN & CENTER COLUMN BASE I FRAMING PROPERTIES — JOISTS & STRINGERS t E', "B» ROOF DECK 41 PLATFORM DETAIL 4 7
DETAIL I P DETAIL
(50 KSI Yield) D ETAI L
{ 2 1/2" 2474-2
' `1 I`r1 t r
C 1 j4»r► 2474-2 / `} 1 . Position platform against mezzanine ` � �'x 2"x 12 ga
I framing with top of platform flush ��'
6„ DESIGN INFORMATION: with top of final deck. Drill (4) 9/16" 1 t/2"x 1 1/2"
_ 36" COVERAGE 1. Roof deck section properties calculated in die. holes into mezzanine framing II ..# x 14 ga
t accordance with the AISI "Specification for thru holes in platform and bolt � `
SIZE D (in) W (in) t (in) L (in) Wt (#/') lx(In-4) Mx (in–#) the Design of Cold–Formed Steel Structural with (4) 1/2"0 x 1 1/4" high
a a i 0 Members . strength bolts and whiz nuts. s 4'
11CD12F 11" 3" 12ga 1 11/32" 6.88 33.48 196,600 SECTION PROPERTIES:
a - (Per Ft. of Width) 2. Roof deck loads simple Two Span Mwwl2/8 2. Place (2) platform posts (3"x 3" 2,.:0„.".../..... 1 ,10�
computed in x ► "Deck Design ' Wehet–� ( Sp Sn accordance with Three span or More Mwwl /10 square tube) under (2) platform 3/4 clear GogeThicknesa 1? s a a } corners that are out from (Typ)
in. In. in. the f011owin SOt Simple sponD�.o13wI /EI mezzanine framing edge. r in. Ptd. Gala. bendin moment `
Column Tube: TS _5_"x _5_"x3/16"" With �2"0 x 5 112"L Rawl Stud :::.' ( w 20 .035 .05 2.15 .244 g ( 18 .047 ,70 2.80 303 .335'Column Tube: TS "x " " " x __ Lg. Rawl Stud .l (Typ)
3. Loads are govemed by a Live load deflection at each corner. Plumb 010
_ INSTALLATION: not in excess of L/240 and by an allowable and anchor posts to 0
c. COLUMN & PLATE Layout roof deck panels per deck plan flexural stress limit of 20,000 psi for a slab with (4) 3/8"0 x 3"
I 33,000 psi minimum yield. anchors per post. >>N
on drawing. Note location on drawing of
t deck installation start point. Lay panels Platform Assembly
(4) 0 HOLES down with male edge along starting center spacing of supports. P g P Platform
I border and female edge to open area. side. Top mitered corner of stair
_
With panel #1 (Below) in place, lay 5, where heavy construction loads or other channel should be flush with top of Rail Panel
o ' • —� _ CENTERED BASE PLATE I down panel #2, then #3 so that both latform. Outer edge of stair channel
female edges from panels 1 & 2 unusual concentrated loads are anticipated platform. 9
{ during the lifetime of the deck, the specified should be flush with platform framing
Fri t1 M1 Cl D1 I are under the male edges of adjacent live load must be increased to offset the edge (edge with rail). Bolt stair to
B ; panels – now the lap con be adjusted { effects of the abnormal concentrated loading.
6 platform with (4) 1/2"�? x 1 1/4" i 3"x 3"x 11 go
» ( per the section below so that 6"
LID 3/4 10" 1 $" bolts and whiz nuts. Anchor stair ( Platform Post
increments between deck rib centerlines . The steel roof deck conforms to ASTM A611 base and bolt treads in place per
0 o —� : are held. Hold this 6" increment through with a minimum yield strength = 33,000psi. stair detail. '
i0\ \ – – – – out entire deck plan so plywood panels L__—__—__—__—__,-__,_____-__—___
I v I don't require cutting within the interior I
area. 4 2 Start 4. Bolt (1) or (2) rail anels to it _
01 Cl Female Edge( Male Edge "'' 5 3 Point platform with (4) 3/8"0 x 3" bolts
Mt t1 and whiz nuts per panel. See deck
i Position deck panel ends so that all end–end laps are supported by a framing joist plan of drawing for rail panel 3/8"x 6 3/4"x 6 3/4"
from below. locations. Plate
(Top Bottom)
Once deck panels are laid out with (1) kickplate leg under the deck, use 12-14 x 3/4" �� To p Sc& Bottom
Tek 3's to fasten deck to framing. Use 12-24 x 1 1/4" Tek 5's along perimeter when
fastening through deck, kickplate and framing,
------,_.---..._.-_--.__-----------------------------._-----.__--------------------- ----------------------------._... . .__..._--------------__r.._....---------------4 When joists are spoced 30" or less (A) apart, place fasteners in every other volley and ----------------------------------------------------------------------------1
stagger pattern (see left pattern). DECK—MOUNTED RAiL
CORNER COLUMN I HANGER — OPEN SIDE OF STRINGER when joists are spaced 30" to 42" (B) apart, place fasteners in 2 out of 3 valleys and DETAIL 48 I
D ETAI L 202 I stagger pattern (see middle pattern).
DETAIL 9 When joists are spaced 42" or more (C) apart, place fasteners in every valley (see right Insert plastic cap 2474-12,//
" 2474-2 I pattern). » into each upright -1'i ),
1/4 H.S.xl l Mr Shear capacity of 12-14 x 3/4 Tek 3 = 1358#/fast.–diaphrogm cap. OK by inspection. I '�1(�
Plate 3 4„� A325 Pullout capacity of 12-14 x 3/4” Tek 3 551 /fast.–minimum uplift–OK by inspection. top Q 4 ,��
Bolt Sc Nut (Typ) i / T R {
(Install per AISC Specs) ! vaueys ( / R0 0 x x DETAIL
0 9 N N e s N 2 1/2x fi 1/2"1/4 / Note: (2) welds at 1" per side ��� �'' 1
l(( if framing is 6" deep. N " « N " r ; I ���� p i 2"x 2»x 12
t (3) welds at 1" per side « N N N N ,I� p� p ga tube
/ 0 if framing is 9" or 1 1" deep, N N N N X 144.0,•.05 _Al! ��
/ 0 - N M N N N i t{ .
. •rii&,i ,�� ! Stringer
i s c 1 ,Joist
-i �� N. 'N. �'� 3. 2„ I 1 Y % 12-24 x 1 1/4" Tek 5 1
,,r .� .. 12-14 x 3/4 Tek 3 �;
0 �` O 3 1/16" ( Joist Centerlines 0 0 ( I 1 1.____---------------------------_- -__--.-------------------------- ------ 4" Kickplate 42"
� i'- I ---- ---- ---= i PLYWOOD COVER I
i 4�� Corner Upright
s,.� TYP Stagger plywood joints per layout DETAIL 1 1/2"x 1 1/2" I
1/8"r 1" , shown at right. Butt sheets over 2474_2 x 14 go tube 4 I
„ 11" deck ribs per section view shown ' f•.1/4 / ! at lower right. Gap sheets 1/8" • . • . t. j End Upright Interior Upright
I along 4' sides and 1/16" along • • • • . I
1/4" Cap Plate ; 8' sides for expansion. • •' •' - 3/1 6" V
�i _- _-__ Bottom wall of I
. _- : ---- t 0-1 s x t 13f 16" Jebd for "full sheet with (20) Tek 3 I 1/8 r 1" bolt and nut at 5 1/2"
1 per pattern shown at"right, Outer Ti ! x 5 1/2" spacing.
I I
Tek's should be i -2 from edge. —.. Rail Bracket%,
All Tek's must be into deck ribs. 1
„ " " Tinnerman Nut ,
5 x 5"x3/16" Column 12ga Hanger welded to Open (slide onto Bolt rail upright to deck surface.
side of Stringer Shear capacity of 10-16 x 1 13/16" Tek 3 = 1266#/fast. Deck Rib horizontal
g „ Drop rail horizontals (notches down)
Pullout capacity of 10-16 X 1 13/16 Tek 3 = 499#/fast. Deck Valley before putting onto Raiil Brackets. Bolt thru Bracket,
Capacities OK by inspection. rail onto bracket)
-- DETAIL Rail Horizontal and Blind Nut within tube,
PERIMETER COLUMN I BRIDGING
DETAIL 204 i DETAIL alik i DETAIL 45 STAIR 1" x 1" x 14 GA. ° KICKPLATE _
Nir TUBING � 9 of 2 le/ {
I
' Position 2 1 2" 1 2" x
/ 4"
3/4"0 A325 6 1/2" kickplate under steel
Bolt ll Nut (Typ) I I roof deck and fasten deck and 'f
(Install per ; 1 2" x 2" x 14 GA " 11
AISC Specs) kickplate to framing every 18
1/4"H.S,x11" P ) 1
TUBING !1, with a 12-24 x 1 1/4 Tek 5.
o e yl��• 44,� � i Joists (Typ) 1 1/2" x 1 1/2" x 11 GA.
ow p�,e a If grating "is the deck material, DETAIL ,
----.N.NNN.,
t i TUBING
3 s,oES position 2 leg of 2 X 5 kick-
Framing w/
o o 1/13"T plate under grating and fasten 2474-2 7#1 o " x 3"x 1/4" Angie as above using a saddle clip
mitered end 6, 1/4 H.S.x11 I I
3/4" (r(P) and a 12-14 x 1 1/2" Tek 3.
opeo"'1/4 r 0�� Plate i
{
0 0 _,� 63/1g•r TYP II I B 3-20 FOR PERMITS (REV. STAIR) MR
M
.o ,1 ,� v I I, Position mitered corner A 2-7 FOR PERMITS MR
I of stair channel flush with top -----------___ ......_.......�......... .__- ----------------------.------- _ --_.-- ._--
�" m f'�, + of mezzanine deck. Drill 9/16"t� REV NO DATE DESCRIPTION BY
i-�' �1 j : 16ga Bridging i 4--_- �- holes through stair angles into
r i to t -, mezzanine framing and fasten I
0 I. t # ' I r�1--- ' i with (4) 1/2"0 bolts (high 1 li I 0
1■ " I 3 5IDES> strength) and whiz nuts. I�
Lap as- shown or � � 1/>3'l/ ' 1 .
I1field cut and butt ends. Cubic Designs Inc.
i--- { l Anchor base of stair
1/4" Gusset with (2} 1/2"Pl Rawl Section Through Center of Stair �. �, 13555 BISHOP'S COURT
Stud Anchors into
.0 PRO,, BROOKFiELD, WISCONSIN 53005
4 / slab. x.
*-/ " Use (4► 3/8"m bolts per tread to ftik v.,-;\
I I install each tread to stair stringer. I ;°� i4 � �� 414-789-1966 800-826-7061 FAX: 414-789-1970
�° 11/4" Cop Plate 12-14 x 3/4" Attatch Bridging row to k CUSTOMER RADiO SHACK (#01 -3716)
Tek 3 (Typ) t bottom of Joists at 42" I ;
LOCATION
I to 60" centers g as shown STAIR PORTLAND, OREGON
I on framing Ian. M 1 up I �,� ,
(Space equally) . 1 v �ri ,
1 1 ; a", , DISTRIBUTOR NORTHERN STEEL
i I 0_ 0' SCALE DATE DRAWN BY CHECKED BY DRAWING NUMBER
i 5 x 5"x3/16" Column + STAIR PLAN Z
I 1 NTS 2-6-95 MR DRO 2474-2
+
r - - .