8330 SW HUNZIKER ROAD D D D D
D D r 9025 S1 Center St. - T"cl, Oregon 97723
0 LJ ` Rellr 1503 620-20MRol. (5033 684-3636
9
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ISMS GEI�RAL NOTES _ PROJECT 1hFORMATION _ _ C�E6: 6-1 3-0/4K]
d
A OU.NER / CONTRACTORS WESTERN PARTITIONS, INC.
I RK
U ALL METHODS, MATERIALS, AND WORKMAN6MIP SHALL CONFORM TO THE REOUJIREMENTS AS INDICATED IN W30 HUNZ;KER RD,
THE CURRENT IXJILDWG COD[. TkSARD, OR 69223
OFFICE COPY
B 2J VERIFY ALL DIMENSIONS AND CONDITICNS PRIOR TO PROCEEDING WITH WORK PROVIDE ERECTION BRACING AS ENGINEERS NICOLI ENGINEERING, INC.
NECESSARY UNTIL PERMANENT SUPPORT IS INSTALLED. REFER TO MECHANICAL AND ELECTRICAL PLANS R.IR
SIZE AND LOCATION OF ALL OPENING& FOR DUCTS, PIPES, CONDUITS, ETC, NOT SHOUN. 6028 OUW CENTER STREET m
PD. BOX. 23914
I� � � TRIARD, OREGON 59223 Nr�a�leEaS ASM/
CL PFIONE , (80!)170-0OK salawsKlirlor.
A
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DlSIGNATICN GA A D C Ix (Itb SO (In3 (NSU CODE' 2009 DOW
Dn!
12008200-66 14 U 2- 8/0" 21.649 3108 bo FLOOR LIVE LOAD • 60 PSP • 18 PGF PARTITION LOAD ABBREVIATIONS
APPROX. APPROXIMATE L.L.V. LONG LEG VERTICAL
M
SD H. CT MAX. MN. MAXIMUM
/h SpYtlD E
D .�i
BLDG. BUILDING MIOC. MISCELLANEOUS f♦w AIA ._.
IJ GAUGE MATERIALS SHALL DE FORMED FROM GALVANIZED A6TM A6553, GRADE DO, CLASS I STEEL FOR 12, 14, B.O. BY OTHERS MTC. METAL
AND 16 GALGE MATERIALS WITH A MINIMUM YIELD OF SO K81 AND ASTM Ae•D3, GRADE 33 FOR IS GAUGE AND CJ• �T�L JOINT NO. NOT IN CONTRACT Mom" —/
LIGHTER WITH A MINIMUM YIELD OF 33 K&I. ALL EXTERIOR MEMBERS SHALL BE GALVANIZED WITH A G&0 (MIK) CLI'' CEILING NO NUMBER .
COATING MEETING THE IrEOWR M NTS OF ASTM A62D UNLESS NOTED OTHERWISE. CLR CLEAR NOM. NOMINAL ��wyy ,,,�
CML. CONCRETE MASONRY WIT N.T.S. NOT TO SCALE rFbm 'rM
2J ALL MEMBERS SHALL NAVE THE MINIMUM EFFECTIVE PHYSICAL AND STRUCTURAL PROPERTIES AS INDICATED CONC. CONCRETE OG ON CENTER y�
ON THE STUDS SECTION OF THE COVER SHEET. ACCEOSORIES SHALL DE OF THE TYPE, SIZE, AND SPACING CONT, CCWtNUOU6 OD. OUTSIDE DIAMETER
SHOWN ON THE DRAWINGS OF A MINIMUM 14 GAR" MATERIAL UNLESS OTHERWISE SPECIFIED. ALL CORK CORRIDOA OPM OPPOSITE
STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL DTI. DETAIL P.L. ! PLAM PLASTIC LAMINATE
INSTITUTE (AISU 'NORTH AMERICAN 6PECIFICATION FOR THE DE61 N OF COLD-FORMED STEEL STRUCTURAL DWS• DRAWING I LYWD. PLYWOOD
MEMBERS`, 2001 EDITION. !A EACH READ. REQUIRED O-- Q
E.I.F.S. EXTERIOR INSULATION RM. ROOM ,C
3J ALL STUDS SMALL BE TIGHTLY SEATED WITHIN THE STUD TRACK. AND FINISH SYSTEM R.O. ROUGH OPENING
EJ. EXPANSION JOINT OP. SQUARE FEET C liII"
(E) EXISTING 6SIMILAR � �
pyt —
FLJI'LR FLOOR SA.A. STAINLESS STEEL TENT
IRACKIS FOb. FACE OF STUD STL. STEEL Aumbfb
GALV. GALVANIZED T.OA TOP OF STEEL
EINI� GYP. GYPSUM TYR. TYPICAL
U ALL SCREWS REFERRED TO IN THESE DRAWINGS SMALL ISE AS FOLLOWS, to. HORIZONTAL DIAL UID. UNLESS NOTED OTHERWISE
ID. INSIDE DIAMETER VERT. VERTICAL
AJ ALL •I0 SCREWS NOTED IN THE DRAWINGS SHALL BE HILTI KWIC-FLEX, ELCO DRIL-FLEX, JOT. J016T W/ WITH
OR APPROVED EQUAL. 010 SGREW6 SHALL BE 010-16 SELF ORILLNG 03 POINT DCREW6. L.L.W. LONG LEG HORIZONTAL W/O WITHOUT
BJ ALL 06 &CRE 16 NOTED IN THE DRAWINGS SHALL CSE ZNC COATED AND MANUFACTURED BY
O GRABBER OR APPROVED EQUAL, b SCREWS SMALL ISE 06-16 SELF DRILLING O POINT 6011E106.
SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL TO THE HEAVIER WLE66 PREDRILLED
HOLES EQUAL TO THE SCREW DIAMETER AEE IoROVIDED IN THE HEAVIER MATERIAL.
A INSIDE DIMENSION I 2.) MECHANICAL ANCHORS SUCH AS EXPANSION BOLTS, WEDGE BOLTS AND SCREW ANCHOR& SHALL BE OF THE TABLE OP CONTENTS
SIZE AND LENGTH AS CALLED OUT ON THE PLANO, OR APPROVED EQUAL. ANCHORS SHALL BE NSTALLEO IN
STRICT COMPLIANCE WITH THE MANUFACTURERS SPECIFICATIONS.
DESIGNATION GA A B Ix (Irb ex (ko Fv (bU I PROJECT INFORMATION, NOTES, SECTION PROPERTIES
12OOM-00 14 U 11/4" I6ACI 2116 60 2 EXISTING AND PROPOSED PLANS
3 SECTION AND DETAILS
U WHERE REQUIRED AS NOTED IN THE ORA. Nie, THESE NOTES, OR THE CONTRACT DOCUMENTS. SPECIAL IN6PECTIONO PROJECT:
SHALL CONFORM TO CHAPTER 19 OF THE I!!C.
Ihr_STERN P/1RTTT10N8, NC.
2J CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR INOiAO.ATION OF HILT KWIC BOT TZ ANCHORS,
REF, ICC ESR-11119, 6ECTION 4.4 Vlr. 311TY MAP OFFM R4i10DIM
8330 SW HUNZIKER RD.
TIGARD, OR 97223
M DEFERRED SUBMITTALS Su�IT,A<s
U
V &tE DETAILS N DRA&APNGs FOR INFORMATION AND
Ct$CMF TICW OF MAK FORMO AND MISCNFLLA K" Q .
LIONT GAGE STEEL ONAPES SUCH AS DEFLECTION
TRAGK6. '
THE FOLLOWING SYSTEMS ARE DEFERRED SUBMITTALS. CONTRACTORS SHALL PROVIDE
REQUIRED DOC OINNTS TO THE CITY OF TIGARD AS NECESSARY FOR PERMITTING 60-4211111E '
OF WORK Q .
ELECTRICAL, HvAC EXTENSION, FIR! "RNKLER EXTENSION,
PROJECT DESCRIPTION Date: 9-7-07
Scale:
d 141 EXISTING 2 STORY OFFICE HAS A WAITING AREA OPEN TO BOTH FLOORS. THE 6COPC Drawn by. JDA
OF THIS 6UWITTA1- 16 FOR THE STRUCTURAL DESIGN POR THE INFILL OF THE WAITING AREA Checked by. PK
OPENING AT THE SECOND FLOOR LEVEL FOR IM AS AN ADDITIONAL OFFICE.
Job No.: 06-0410
EXISTING CONDITIONS OBTAINED FROM PERMIT DOCUMENTS (11110PW-0289). NICOLI Drawing No.: COVER
ENGHMNG, NO. 10 NOT RESPONSIBLE FOR AS-BUILT CONDITIONO NOOFAR THAT NA.l. DID
NOT PROVIDE DESION OR OBOERVATION NRVIC16 FOR THE ORIGIONAL TENANT
iF'I�1&OVEP'IlNTO.
I
COVER 81 M -
SHEET
PERM SUBMTTALR1 it wo
WIN 11110111 ililll!!Illll!!Ill!l!lllil!,gmp ......p"W40FOOVIA NINE Mom 1
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1 OFFICE OFFICE WAITIWx AREA OFFICE INTERIOR 9025 S.W. Carter St. - Tigard, Oregon 91223
2" OP. 211 6P. 166 6P.
OMEN TO MOVE PAWITIOP WtALLb
ARE 2 x 4 WOOD Pharr. (503) 610-2086
&TWO W/ 6/0" GYP. Fair (503) 684-3636
— EIB. EACH GIDE W/
C fICE OFFICE WAITING ROOM OFFICE --------------- ----
2" V. 211 OP.
OCG. LD.•2 OCG LD.■? I OCC. LD.@I
` FRq�
OFFICE 1``.� Mai ROM (51 MRPUTER SPE
24 OP. 141 OP. 01 OP. WAL.L6 AM 2 x 6
-----r ON
1 r r - --- - --- � � --- ULOOD 6TUD61W
` - r ---- illi" GYP. W. EACH
GIDE W/ R-R SAM f• TUaa�
�; ` COPY •/ /
_ OFFICE OFFICE MAIL ROOM
/r
Lo n 24 OP. 141 OJT. 01 OP. 111 1up
JL
V aCG� l.D.•1 OCC. Mal
01
'--- 0W)M CWE DATA EXISTING i1sUILDING q
--- TYPE OF CONSTRUCTION= V-D (WOOD FRAMED ON CONCRETE SLAB)
OCCbIPANCY GROUP, p (OFFICEb) a-? (WAR1;?NOU6E1
GRWND FLOOR PLAN
NUILDING ,14WA= 20000 SP. I STORY I/0" • 1'-O"
OFFICE AREA= 1,160 OP. (FIRST PLOOR)
1,102 SP. (SECOND FLOOR)
�
GROUND FLOOR PLAN ALLOWls
ABLE t.IILDNG AREA= 13,500 6P. (TABLE 503)
��oroeeo
FULLY SPRINKLED YE6
OCOPANT LOAD • 1 DUILDNG AREA W/ INCREASE+ 40A00 6P.
OJAW 611. x 3 . 4o•!!F!0 6P,1 '
� A
MIXED OCCUPANCY 6EPARATION= NOT REQUIRED (TABLE SO633) OFFICE OFFICE OFFICE OFFICE
OCCUP�.'WT LOAD= FIRST FLOOR • 1 � 5� �T�VgE-g 121 OP. ISO 6P. 1bs op. �N% / 166 Sr. tE) INTERIOR
PARTITION WALL&
6ECOND FLOOR "
ME" OF OFFICE SARE 2 x 4 U0
�,' `.� TUDS IW Sh0 GYP.
BD. EACH BIDE W/
NXIT6 : %
� � � � / R-111NSULATICN.
I EXIT REQUIRED A6 ALLOWED BY SECTION 1019,? AND TABLE 1019?. S
EXIT ENCL06URE =
31
EXIT ENCLOSURE NOT REQUIRED TO BE ENCLOSED PER SECTION
1020.1, EXCEPTION I AND EXCEPTION S. � ��., _.'/ OFFICE OFFICE �`., (E) ITER WALLS
130 OP. 216 6P. ARE 2 x 6 WOOD STUD& V
T R A V E L D 1 6 T A N GG E _ ' OFFICE Q 6/0" GYP FSB. EACH 610E
83 100' ALLOURD PER SECTION 10143, EXCEPTION 1 6P• R-1! dATTO. ILI/ILL
EXTlm& TO 61dDER61DE
EXISTING TRAVEL DISTANCE " 1S LINEAL FEET MECH. RM. OF ROOF OTRNGrjm.
44 SF.
CORRIDORS .........7 �
GOIIRIDOR NOT MWIRED TO BE OF FIRE P261STANGE CONSTRUCTION A6
I ALLOWED BY SECTION 1011.1, EXCEPTION 4.
3 L �,-Sa 70,
T
OFFICE OFFICE OFFICE OFFICE SECOND FLOOR PLAN ExlemNo
121 SF. 130 4F. 156 SF. 166 gF•
OCC. LD.•I OCC. LD."1 OCC. LD."1 OCC. LD."I
z F"O=T AREA. PROICT:
NEW SECOND FLOOR
31 WEBTM P
OFRCE F�IAODH.
OFFICE OFFICE �` TRAVEL DISTANCE • 19 8330 SW HUNZIKER ST.
130 OP. 216 OP. LINEAL FEET TO GIMM
FILE CaCC. LD.91 OCA::, LD.4 FLOOR CORRIDOR TIGARD, OR 97223
STORAGE
as3 6P.
MECH. RM. SUBMITTALS:
44 OP. I
0 •
�-EXIOTING TWO (2) 6TORY OFFICES
OCCUPANT LOAD • ' Date: 9-7-07
Scale: AS NOTED
Drawn by. JDA
Checked by PK
Job No.: 06-0410
Drawing No.: FLR_PLN
FLOOR PLAN",
IOM CME DATA
BUILDING FLAN SHEET o
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E) ROOF SYSTEM
E) R-I1 ROOF IN&4LATION. 9025 S.W. Center St. - Tigard, Oregon 97223
Phone. R031
03 620-2066
For 684-3636
SCOW TPLUX TO lE)R&V LEDGER P f
1W x 1 Irl" IIIOOd OCI1 • 24" OCG.
ME
OON `kr
♦ - -
f- TU
T.O. (!) OFFICE PARTITION WALLS ' _
_-,___- 6"-10 CSA STUD CONT. ALONG TOP E)OMIlEA: 6130/
OF NEIW PARTION WALL. ATTACH
TO TOP TRACK W/ % 6010 •
�
24" OrC, ATTACH TO TOP OF
• `. ADJACENT WALL uJOOD TOP
PLATO WITH (4)'rx11/4" WOOD
• SCREWS.
lE) I/ Lay CONCRETE TILTA P PANEL l!) SU6PENIDlD CEILMGI
TO REMAIN. PROvIpE `
LOWTING AS PIMIRED.
r 1,
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1
'`♦ I I 1 j i
SCREWS EA, LEG AT I
EA JOIST 1
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L2x2x14GAx6" LONIGW ♦`, 1` i i r
(6)610 6CFWA "TO EA. JOIST.
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PINONDE W1600 HC71.t POI! 1
BOLT.
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FLOOR J016T
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UP ; ; N!W 1/2"-2S 6=6 • 16" OAC„ NEW 3 Irl"-20 GA METAL
TILT-UP(E)CONEY! L I 6T1V WALL I* Ore.. W/
WALL ,/ R- ATT& AND GYR W. GYP. 00. L---IIL
1 .• 1 `♦
+ 1
1 1 `♦
3/4" T t G APA APPROVED
♦ PLYWOOD FLOOR 6HEATI4114.
ATTACH TO JOIGT6 WITH b,
SCREWS • fir" OAC. AT PANEL
•: rEDGES AND 12" O.C. IN FIELD.
♦♦
♦-- ---------------- r `
12"-14 GA J016T6 W/ 2" FLANGES
(1;0"700-68) • Ib" O.C. �lE! 111/6" ENGINEERED FLOOR J0167
` :. • : �,,� r-(E)FLOOR 6HEATHINIG
12044 6A T'R,4= `Y ;
(12OOT1?5-") ,
JI
L*4 HILTI IW IK DOLT TZ • li" .. _ '' - i -
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METALLED ThNl1 L 2 x 2 AND TRACK. �`' `�
IxInNDE 2" MAIL V 10W USING 2 Irl" NOTEQ PLWYOC7D TO DE
MK MOLE DEPTH. R� dlBZRA�. `� _____ _ _-- _ - ~ NOTC440 AIM MID TOP FLAN SE
1 NO"T1h ANI? ICC E6R•1l11 PDR _ ----- - ----- - � ' I I `
_ ♦ OF 61MP60N 6/JCT TO ALLOW FOR
SPECIAL P48PECTION RECiJIR MENT. '' 1 I `
-' '' - -''�� ♦�• � � (a)& 3/4"x U+ ' 1 I `\ ` BOARD.
DIRECT WARM ON, lE) RIM
PROVIDE ROW OF Irl" OL.-BM. / 1 I `�`
BRIDGING AT !"IID-6PAN OF
JOISTS PER DETAIL "A" ON
� 1 �
T14I6 6HEET. �� % I I 020"o-TICKA AAMMY TWAT A MIN.
11/4" RIM BOARD EXISTS A6
S'-o" OAC. MAX. 1 e'-o" O.C.. MAX. PROVIDE SOUND BATTS M ~---------- •------ • '1 SHOWN. NOTIFY ENGINEER IF
` NEW FLOOR. JOIST. ` ` + i OTHERLtNAE.
1 + PROJECT:
L 4 x 2 x GA TO MATCH JOIST6. 5/e" GYP. BOARD AT DOT. ` •
OR SECTION ATHMG PER PLAN I LENGTH a JOIST DEPTW 1'1K16 I". OF J016TO `
(3)"!O 6GlEI� EA. LEG. �S� P MJOI&T6 PER PLAN OR 6ECTION i L 2 x 2 x GA TO MATCH JOISTS. 1 I F
I `. ► r
LENGTH • JOIST DEPTH MMU6 10.
8330 SW HUNZIKER ST.
(3) @Io SCREWS EA. LECs.
'`.�`, ,' 11GARD, OR 97223
------
+ ------ -+ 6SUBMITTALS:
AIL INTO TOP OF RISMBOARD '�/
1 AND (4) WGd NAILS INTO FACE.
10d NAIL
I
I USE (fir) NO SCREWS INTO JOIST.
+ +
L 1 Irl x 1 1/2 x IS CkA -CONT. W ll) ' Q ,
+ % &CREW INTO EA. JOIST e % x
♦
I/4" WOOD &CREWS • 16" OAC. M'"O
-------\--.% i WOOD BEAM
2" x 0 GA WIPE CONT. STRAIN JOIST BLOCK CO TO PIT Tk 4T
W/ (l)vo GCPWA INTO EA. orm JOIST&. LOCATIl M PMT
JOIST AND (3) O10 SCREWS INTO AND LAST JOIST SPACE AW
EA. JOIST BLOCK d'-o" OAC.MAX
Dote: 9-7-07
Scale:
— —
Scale: 3/4"=1 1-0"
BRE"NG DETAIL Drawn by. SET
A I'll I �" I� Checked by
(E) 6" CONCRETE 6LAO Job No.: 06-0410
Drawing No.: SEC
SECTION
SHEET �o
'-N PARTIAL SECTIONTHRU Ni;-M,;vlAwRmOOR 3/411
V%�3 )
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9025 S.W. Cantor St. - T"d, OrW 97223
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90 u@E Phone; (503) 620-208b
Fox (503) 684-3636
.�.�..� � PAF
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TUaa��`
SEI RAL NOTES PROJECT MFORMATION ri'WiR 6�R1
OILIER / CONTRACTORS WESTERN PARTITIONS, INC.
s IJ ALL METWG04, MATERIALS, AND WOFMCMANSWIP 614AL.L =WN R"1 TO TWE REQUIREMENTS AS ND!CATED IN T,IGAfsZD�So I�,�MD
TWE CURRENT BUILDING COM
9.) 'VERIFY ALL DIMENSIOt16 AND CONDITIONS PRIOR TO PIEOCEEGMS WITW WORK PROVIDE ERECTION BRACING AS ENGINEM NIC-OL I ENWNEERM, INC. CITY OF TIGARD
NECESSARY UNTIL PERMANWt SUPPORT 14 NOTALLED. R=FER TO MECHANICAL ANO ELECTRICAL PLANS FOR
LK
.0
SIZE AND LOCATION OF ALL dPENNGS FOR DUCTS, PIPES, CONIDUITO, ETC, NOT OWOUK 10SLI. CENTER STREET APPr�»«..-I.�-.«..+..�-......
Pte. Box. 23154 CwWW+6edly
• TIGARD, OIlIQuON 91223 tM Lmw Irc Folba
PWON E s (603) 620-20k
qmL___Ik
Add
r
CODE, 20M OS6C
CEILING LIVE LOAD • 110 PSP A�EVIATKM
APPROX. APPROXIMATE L.L.V. LONG LEG VERTICAL
A11CW. ARCHITECT MAX. MAXIMUM
BD. BOARD MIFF / MN. MNIMU'1
BLDG. BUILDING Mi 3G. MISCELLANEOUS
IJ GAUGE MATERIALS 61!Al.L BE FORMO FROM GALVANIZED A67M A653, GRADE DO, CLA66 1 STEEL FOR 12, 14, 1115r0• BY OTWERS M`rL. METAL
AND 16 GAUGE MATEPUAL6 WITW A MINIMIUM YIELD OF 50 I*I AND ,46TH Ai6b3, GAPE 33 FOl1 Id GAUGE AND Cj• CONTRUL JOINT N•IL. NOT IN CONTRACT
CLG• CEILING NO. NUMBER
LICsWMR W11'" A MINIMUM YIELD OF 33 K61. ALL EXTERIOR 146 6WALL P3'E GALVANIZED WITH A G" (MIN.) CLR, CLEAR MOM. NOMIN 4L
COATING MEETING TWE REQUIRE'IEN 16 OF ASTM A525 UNLESS NOTED 0TWEP06E. CML. CONIC 012 MA60NRY UNIT N•TA. NOT TO SCALE
2J ALL M U10M 6WALL NAVE TIE MINIMUM EFFECTIVE PHYSICAL. AND STRUCTURAL RTIE6 AS INOICATED CONC. CONCRETE OIC. ON CENTER
ON TWE STUDS SECTION OF TWE COVER SHEET OR BE A6 NKA 4PACTRU ED BY DIETRICW METAL. PRAMIN& CONT. CONTINUOUS OD. OUT60E DIAMETER
ACCE66ORIEC 6WALL BE OF TWE TYPE, SIZE, AND 6PACING &HOU" ON THE DR/WANGS OF A MINIMUM 14 CGAUGE CORK. C )mIDOR DPP. OPPOSITE
MATERIAL kNL966 OTARWIN SPECIFIED. ALL STRUCTURAL �,W10ER>d SHALL BE 0964WO N AC40 (DANCE PTL. DETAIL P.L. / PLAM PLASTIC LAMINATE
WITH TWE AI'IERICAN 1WN AND STEEL K*TITUTE (AI61) "NMW AMERICAN SPECIFICATION FOR TWE 0E6MN OP DWG- DRAWING PLrwr). PLYWOOD
COLD-FORMED STEEL STRUCTURAL MEMBERS", 2MI EDITION. EA, EACH REQ0. REQ4!ItED
E.IRB. EXTERIOR INSULATION RM. ROOM
3J ALL STUP6 SWALL BE TIGHTLY GRATED WITHIN TWE STUD T1fAC.K. ARD FINNAN SYSTEM PW. ROUO" OPENING OFFICE COPY
N.J. EXI10ANI610N JOINT op. SQUARE FEET
(E) EXIL%TING 6110L SIMILAR
PL.#LR. FLOOR 6,6. STAIALE66 STEEL
FAA. FACE OF 6TU0 &TL. STEEL
i GALV. GALVANIZHO T.OA. TOP OF STEEL
GYP. GYPSUM TYP. TYPICAL
' IJ ALL SCREWS REFERRED TO IN THESE DRAWINIG6 IYAALL BE AS FOLLOWS: WORIZ• Hf--`IZCN(AL UX.O. U4LES6 NOTED CT"ERWI&E
ID. IN -9 DIAMETER VEmr. VERTICAL
AJ ALL '10 6CRffW6 NOTED IN TWE DR&WING6 614ALL ISE WILTI KWIIC-FLEX, ELCO OWL-FLEX, JOT. J04T W/ WITH
ON APPROVED EQUAL. "0 &CREW/ 64AL.L BE 00-16 SELF DRILLING 03 POINT SCREWS. LL•". LONG LEG HOPUZONTAL W/O WITHOUT
BJ ALL to SCREWS NOTED IN TWE DAVOINCiS SHALL BE ZINC COATED AND MANUFAC',7UW0 BY
GRADWpk OR APPROvORD EQUAL. 06 6CREW6 SHALL BE %-IS &ELF DRILLING 01 F•OINI 6CREWS.
SCREW CONE:CTION6 604ALL BE MADE FROM THP LIGHTER MATERIAL TO TWE HEAVIER UNLE36 PRF--DRILLED
WOLE& EQUAL TO THE SCREW DIAMETER ARE PROVIDED IN TWE HEAVIER MATERIAL.
2J MECW0,11CAL *CWORS SUCH AS EXPANSION 15006, WEPGE ISOLTS AND SCREW ANCWOR& &"ALL IN OP TWE TABLE OF CONTENTS
61ZE AND LENGTH A& CALLED OUT ON THE PLANS, OR APPROVED EQUAL. ANC440R6 6WALL BE NOTALI,ED N
STRICT COMPLIANCE WITH THE MANUFACTU0&ft SPECIFICATIONS. OFFICE COPY
I•'ROJ'ECT INF ! MATICN, NOTES, SECTION PROPERTIE6
Z EXISTING AND P'IECX'-OSED PLANS
3 STRUCTURAL PLANS AND DETAILS
1J WWERE REC'JIRED AS NOTED IN TWE" DRAWWN 6, THESE NOTES, OR TWE CONTRACT DOCUMENTS. SPECIAL N6PECTION6 PROJECT:
&HALL CONFORM TO CHAPTER 11 OF THE IBC.
•W MEM PAR 111 K Sr M
VK*49Y MAP 810M aE ROOM
6330 SW HUNZIKER RD.
TIGARD, nR 97223
DE REQ ALS SUBw1ITTA��:
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CON DATA ExaTm BUILDING
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CONCRETE TILT-UFS WALL
PANELS AND GOPICRETE �STa I I PRt,�eF
OCCUPANCY QrROUPs S (OFFICES) 6.2 (WAREWOU6E)
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BUILDINS AREA W/ INC WASis 40 00 V.
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MIXED OCCUPANCY SEPARATI Hs NOT I01111111MIRlD (TABLE 60043)
TOTAL OCCUPANT LOADS 62
PMT PLO= • 1
WOW PLOM 1, 16
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EXIT REGIUIRED AS ALLOWED BY SECTION I0W AND TABLE IBIS?.
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