Plans 1
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I RECEIVED
i DEC 111013
CITY OF TIGARD
t 44' ) 0' BUILDINGDIVISION
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5 i(� _ DEAR 1 , .
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-[ CITY OF TIGARD
Approved n.......s e... [
Conditio.ially Approved......o..._..[ ]
\ tea A See Letter to:Follow [ ]
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\ Attached ]
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PAerinth Cr. -Oa .,
i KQE 'L� By s Date:�rl bus i
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crane f t ee6P96AW E/®@R MLLEF6WW f9VLLEwants� £I _ _ __ +,KE MILE YNOTES r` d
0 POT IMO I Wx� ]O Acceetvea SLATER CLOSET. E•E DETAIL SIAM rc tit,cir �• "_✓ r ' '_- Approved plans
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1p_°Ay'_--1 \ Qi owe .EEE PVAL vmm C� RESTOOM ACCESSIBLE SIGNAGE
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3 , _.......�. f shall be on job sit€.
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--1 \ �— A 0 LOU rW11ED rO1LETTEYF DeDdER..BEE DETAIL bum ' \ O 0 I [[Bi �/�C'(�� -/�� O`
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M01MFD aLM YAQ t DrIER AMIW.SD MAMMAL E WGb1MLE 8M11144r W.OFKE CR �- //
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di ROOD OM OR oTAn AmND.ED MATERIAL
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1 PRDNDE A C1EAX SPACE b'MB'VIN.W rRalr C(M[IAVAttPr. ME an"SPACE VAV Ir
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1 MBAAIE OR CMiIWFE NOr*ATE SUPPLY MO DRAIN PIPING UNDER LAVATORIES TO PREVENT O FETAL Toter PA T1TO16TBIf1r O x f 11(m SOR15 � = �� - X l " " t - le--. ¢
ca WAR. H
S NO U P OR ASRAS:K ELEMENTS ML AIU*W LINDEN LAVATORIES. 0 .* •",. y5® ••yy ,
a • EMCEY CONTROLS ANO OPERATING%CHA:P%ARC REONREO TO Y OPERABLE MTN ONE HMO . _.mow .. .ls"%bY1MbRN CE S D?HAO /
MD CANNOT REWBE GRASPING.RWMMO.W}ramp OF WI151, ME FORCE RECURW TO
MnrAK CONTROLS Is NOT i0 EACE[D 5 LDS LEVER OPERATED.POS.TPF MG. � ��� J 4•P S.S.MS BM 1 t' •
ELECTRONICALLY CONDIOSED UMAN1 YS ME EXAMPLES a ACCEPTABLE DE9M. f: :,I
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7 x mr aoswc VALVES ME AsLONO v Mc MILT REMAINS OPEN PM AT LEAST w SECONDS Weroa.INIMroAUO,mn .: /!�,. f�r115� 3 1 : c �'� R uv`Jl 'IAVp /C- I� (C -
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I LOCATE GRAB BARS.ME mE MD Mt RAM a TOILET. a•Aeon AM ,__
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nMALL4 m THE FLOOR.EXCEPT MIA A TAM-TYPE TOILET rem OBSTRUCTS 1. %PETYPE IS m°E LOCATED YAM ALL WASTE
PERABLE PMTS a OP% �•.•".'����r T 1 i I L ac/!.a..� I T. C ... P VM P. V/�• �/V ..
PLACEMENT.ME QM BM MY BE AS HIGH AS a'.WAIVER P PM MR IS I EMMSE I5 AND DISPOSAL flXM45 ME PROVIDER A!LEAST m6 J _`�_ -
Ile,O I I/z.AIR SNARE PROVIDES AN ECUVALLAT CAPPING SURFACE
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FLOOR SPACE TO ALLOW FORWARD w PARALLEL',PROMS TO -
z: •PM BARS ARE YWN1W ADJACENT TO WALL ME SPACE DEMUR WMS MO
ACCESSORIES T MIRRO Erse
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ABRASIVE ELEMENTS WPS AM 10 HAVE A MOMS RApUS P VIP - _ _
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• RECE.\\I ED 18,525
DEC 19 2013 .0• . S' a ' _/
ORE 4
VI
(*I GO 6 ��'°T 1- �+
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EXP: 6/30/15 112 E `).-
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GENERAL STRUCTURAL NOTES: 1-11--- — — — •_ _ _ — — 1 .
DESIGN STANDARD 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSC).
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DESIGN CRITERIA 1 I 1 p ' 9 z N O
RETURN BUILDING TO LATERAL STRENGTH IT HAD PRIOR TO REMOVAL OF X-BRACING. ` z • U•
GENERAL
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1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS,AND N o. —
ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES in Q w
FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK.
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2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND I I I J t V--6C3
EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION.THE STRUCTURE SHOWN ON 3 2 Q
THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION Ill = N=
ONLY.
STRUCTURAL STEEL I I I - Ill `0 a
RELOCATED MAN DOOR -
1. DESIGN,FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC
SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS" - i n
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2. STRUCTURAL STEEL SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE: -
A.CHANNELS,PLATES,ANGLES: ASTM A36
B. MISCELLANEOUS STEEL: ASTM A36
INSPECTION:
EXISTING ROD X-BRACNIG
INSPECTIONS REQUIRED ONLY FOR WHAT CITY OF TIGARD REQUIRES. AT ROOF FRAMING
,
IIF I / \ I \ / \ / II
/ \ / \ / \ / \
, \ / \ / \ / \ / \ /
/\ I
: /NEW ROD X-BRACING
to TO REPLACE ORIGINAL / \ / \ / \ / \ NEW(1) ROD BRACE
/ THAT WAS REMOVED III I I 1 TO REPLACE ORIGINAL
/ \ / \ / \ / \ / \ THAT WAS REMOVED
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REMOVE EXIST.
- MAN DOOR
EXIST.CMU WALL
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EXIST.STIFFENER PL. z W z
NEW}"0 A36 ROD NEW HILLSIDE WASHER 0 W Z
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JOB No.
PLACE IN EXISTING
HOLE IN COLUMN WEB ,�� NEW FLAT WASHER&NUT 1 3369
I,��r I - DRAWN CHECKED
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Alv DATE 12.18.13
REVISIONS
TYPICAL ROD BRACING CONNECTION PLAN / \
oHOMEMASTER - BASE.Dwc N.T.S. HOMEMAS1ER - BASE.Dwc SCALE:V=1'-0" 411
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