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OLSaN ARGO ARCHITECTS AIA a``►�" �� '� l � , , N. �,,_ , ,�� ''. a { ,..;
�' • .Y)t�Y 31 Mount Jefferson Terrace
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FORD OFFICE BUILnI1"dG ♦ ^P
Lot 4 , 72nd Business Center
Tigard , Oregon 9'122 :1 , . h ►,'h'r C� �� ;
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July 1978 -
GENERAL NO'T'ES
GENERAL
1 . These notes are general in nature amd are intended to set
minimum standards for construction . The drawings shall govern
over the general notes to the extent shown .
2 . The contractor shall verify all dimensions anek conditions on
different drawings and in the field and shall notify the design
acxency of any discrepancies before proceeding .
3 . Inspection , oservation , and/or job supervision is not provided
by this design agency sinless specifically provided by other
contracts .
4 . The contractor is to provie-ed all necessary temporary sun -lo-4-
for walls and floors pr *, .on to completion of. verti .:al and
lateral load systems .
CODES AND STAVDARDS
1 . All work shall be in strict compliance with the following codes
( latest eeJitions ) :
a . State and local codes ( verify with local builc? incT official )
b . UnifoA. 3ulldinq Code ( UBC 1976 with Orecon amendments
c . AC1 ? ATSC , and NDS .
FOUNDATIONS
1 . Design soil pressure is 1. 500 r)sf ..
2 . All footings are to bear on firm , undisturbed soil at 12 " beloig
original grade and 18 " below final grade . Notify design agency
before proceeding it any unusual conditions are encountered
in the footing excavations . Remove any organic material or other
nonbearing soil .
3 . Do not excavate closer than a 2 : 1. slope below footings .
• 4 . Clean all footing excavations of loose material by hand .
CONCRETE
1 . The minimum concrete compressive strength is to be 2500 psi .
at 28 days . Minimum cement content is to be 5 sacks per yard .
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Maximum s 1 Limp is to be 4 " .
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on center each way maximum . Provide heavy ( 3/4 " ) tooled joints
at 5 ' on center and ' " pre_molc eel ey.nansion joints (-i.t 30 '
on center in all exterior walks anO slabs .
RIT,1 "JFORCI NG S i F,L1,
1 . All reinforcing steel is to be Acs^'M A 615 grade AO . ';elde(I wire
mesh to be A 185 .
2 . Place all reinforcing ner ACI codes ane, standards .
3 . Lan all continuous pars ? 0 c ianleters ( minimum' at sE,lices .
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All lumber species and grades are to he as fe. ' lows :
a . ,Joists , beams , srti. nticrs Douglas Fir 142
6 " nominal beams , stringers Dotiol a s Fir " 1
b . Bucks , blocking , bridyina , mi_ sr. . DouG las Fir 113
•
C . t I I d Dour, l_as Dir Stud
d . Sills , sleepers , Folates , naili.nr blocks
embedded in concrete Douulas Fir
pressure treated
e . Posts >7ougla s ri r
f . necking-not. exposed Douq.l. as-, , i r.
c} . UE--crki.ng-exposed Douglas Fit
Cedar 12.,
2 . All joists and beans not bearing on ( framinn into ) beams
headers , or ,- irders shall be supported with " U " type " S, i.rrrUsorl
or - equal joist. or beam hangers. All post/beam and lost/1_no* Lino
connections sh.--ill be made with " gompson " Dost_ cans an" post bases .
3 . I3lock joists and rafters with sol .i (IL blocking at hear. inc_ T)oi. nts .
Cres :,--hrid(1e at 8 ' on center ( maximum) .
.
3 . Use exterior (;rack, plywood ( exterior clue ) for wall sheathinq/
siding and roof sheathing . Use interior grade/exterior glue
for floor sheathing . Nail pl`rwith Qd common nails at
6 " oc ( e(,_ge ) and .12 " oc ( intermediate bearinns ) . Install plywood
sll iir-y with face drain perpendicular to supports . Stagger joints .
Plywood panel index for roof and exterior walls and floor
system is 32/16 .
FINISH AND INTERIOR
1 . Sidinq shall be T1 -- 11. t:o Match existing wi f h r-ou(4h say-gin
trim boards applied to neva construction to match existing
building . Restain entire building after relocation of building
and completion of addition with Olympic Serni.Transr,arent
Stain ';, 726 on siding with Olympic Solid Body Stain " Oxforc-?
Brown " on trim and decking .
MECHANICAL AND ELECTRICAL
1 . Match exi st inq .
PLUMBING
1 . None in addition . rrovidr? h(,,-,kup to City of Tigard Services
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CITY OF TIGARD
- N. NEW YVALL f%,&MNG WINVX* rt '
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GENERAL CONTRACTORS & S196-�'ONIRAG-
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G1INEERAL G
Se arino pressure cEngineer
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eget I t y assusud to be 200U ps f. Advice Eng t vele r of n duced
capacity or other potentially unsatisfactory ',.ondltlan prior•to the ctraereceamat of In and / In t calling Joist (sp over p4rtltivn face nail
my further work. y with Cit o Tigard •tMl , proof rot , � site plan and Calling Joist til p4rollal rofteot, fate nail
Us site len frwniati 1
News.
f lndation plan for specific •tilaaj V"Waretion, if any. base- sce Earthwor• Rafter to plots toe nail �d
Wilt up corner studs face nail liil+Zk'bc
on plan. and structural engineering details for additional I,14)i" ply�lrlod wall s`.eathing (roof) ads Gd�6"arc
pA*arationar seodiflcatian to these notes, if BL I
y�
Paving; 'C°' mix (Y") incises n�tnimeuxm thickness. Provide surface of uniform density ., 'tt Intermediate 6dp12"oe
Strip sod and topseil from areas to receive and texture with to allowable tolerance of V in ten feet . Provide final surface � t 3/4 plywood subfloor edges �6"oc
pevinq end slab's. Excavate footing to i interwrdlate ed16"ee
und'isturbed native bearing soil or approved subbase. with uniform slop+reto drains" without pending. 1 multiple joists Face nall (stagger) 16015116c
F111 and boy fill : Coordinate with electrical , tolophone, landscape irrigation and others to provide IAP spaced s�thile9 to rafter face nail 2-4d a: R .. +•
_._..� paving. Provide need, treatment over base before paving. ,
under paging: !lase course 1*" {•-) gravel or crushed rock. Farr (6) In. sin. required sleeves under g• ••
CaMpact in max A" loose lift• to 95% laboratory max dins i ty. r PI n F .; u t
Exterior d si in end trim: xtpros to
Levelling course. Y/i" (-) grovel or crushed rock. Two (It) in. vein compact to '
95j% laboratory wax doniity. Siding: gr chine prestain or Lack prime before application. Nail with Lavatories - Kohler Pennington K-2195 w/K-6882 NL^RGAFNET
lid galvdnizod sidipp nails. RS I"A" T t G Cedar wh wi groove. Conture Single handle control polished chrome finish
rete: See structural Engineering Shoot $-1 Trier: tough sown 5/4 Ceder bjsa ,ds. A gree.,. Kochin"prestain or back prime before
application. Nail with 10d gal wanissd Siding nails predipped in stain. I Toilets - Kohler Vellworth water guard K•3520 d
t;,�, Car ntr : 7� OFFI PARK
:" �"x raof Ing an ter [no: Paper hq 1 de rs and napkin d#►sere - Natone Ila 1 l ri�a�ck- Po I 1 shed cltrolwa
r. or W►A, Oo'ugtas Fir larch, NC 19S max use products pressure treated g- "� �--
In .;OMPII&nco with UK STO XS-12 for all wood embedded in or in contact with concrete two�l'is bi ow gra appy approvod two-coot asphaltic do"proefing compound from
or earth or used in rooting (curbs, cants, etc.) , footing to just below finish graft. (Planters and Incorporated walls), Paper towel dispenser by Jenit+orlel` pnfrlrrcts'Sulppfier. ..#
- light framing and studs 2"-11'''x2"-i" grade standard or better.
Structural Joists and plonk%W'w4"x61' and wider. tirade i2 or better. �i, --�-►� faits' Rcausti�al tilling ��: Armstrong Cortege Second Look i1 . Rated tllur ped ip'td,
ilsams and stria rsr A4' (+ x width 2" Dry organ cT-fo-It impregnated with asphalt' satmeats, ASTM Cr226, Type 1 (15 111E/100 "' """' system, '
� ) greater than thickness. Grads f't or better.
Plywood: AFA, USPS-1 Douglas Fir. Nall sheathing 41x9' ':-D OMT-APA. Structural 11 , S.F. ). Apply shingle style over well shrtathlwq. tap hor' tontal ,Joints 2 Inches,
vertical jpints 6 inches. Electrical :
Interior type twided with exterior glue, panel I .D. index ?4/0. lntrttrior and exterior lighting shown an Sheat No. 4.
f shoothIn 4'x61 C..p Iftl11'-NPA, Structure1 1n 1•tioft : SIA-0�tw si,�M r13TR!lI1T _M Sr3T M iplp !1ibTA LAT1%.
ex4er �o : 1 or I1 , interior type bonded with ra : Where exposed, provide insulation and facia materials with a flame spread
glue, 1 ,9 index 4R/24. 'rF1° � A ti
rating not excesingl 25 and a wake density not ewceading MSO In coipltocs with Install in accordance with applicable State Electrttal Codes. Provide dsiplex owtiets !
dware and lastentn9; Provide "Si 11 UK STT .2-1 . as retiol red by interior space plannir� walls, desk and egulpment. Provide dedlcat'od
wpson or equal hardware indicated or approved. cirseft for upper level towp�.utar roots end equipment.
ga vanso cexemon wire not 1 s. Provide vial 1 Ing as Indicated .and In comp l lance with
I
Ui�C Table 25F, maintaining the met stringent rmWrrrwant. Coillog - roof insulation; Fiber 'glass butt Insolation, Kraft or foil faced. R-30 flach office light swlt�ch(s) adjo~t to entry door.
Install directly over calling framing. Inlined directly over calling file and flxtwms. provide for flexibility 4o move Imelon(s) of Interior lightidg fixtwres and outlets
PI d wall shoathi ftfock all rules, aafl s1Mer w►tita as indicated, rilso�shore as tvna'.its needs r"ulre, Provide 220 service to extortor heat pumps or !coat entheangers.
fdbt*n a t at nches on center ate Exterior wood fresco wall Inswistieni Fiber giess batt insulation, Kraft or foil Verity load r,eouiroments w/MVAC Contractor.
dyes ani 1! lsealaaa err Monter interwadlate. faced 11-19, r
01" Ismina yo jtr ctur 1 writs: USPS S6, AITC Stanuords. 6ouglas Fir industrial R 0 SIGN SYSTLNt
1— $too wall Insulation: Extruded polystyrene rlgld insulation, 14 Inch thickness, . car gas�eat oetridbl air con+ltioning. Exterior smutted utntts for loser floor
mIntarum R-�. with distributions through crawl space to floor registers at perimeter. Exterior REVISED 7
mounted eoniensors for W r canditioning to attic mounted ges furnaces for upper lover
with the Uniform $Er; 5111 sealer fiber glass with distribution ductwork through attic to cetlirq mounted air diffusers/re9lstar*.
Y iding Cade, 1982 Edition. state Codes >,nd other applicable
codes, statome and ordinances. Extend existing system for Rilern I" at onisting building. Provide and site supply DATED `T
Sound a t t enuNt i on Insulation.'
nsu 1 at i on. 3" f i be► glass or m 1 ne ro i wool sound batt i n s y 1 a t i on, and'exhaw t for heavy capacity at rum 210 "C1111MIT2R", /qf�/Z-
r l s and In tions: rmrefoced, ins%ol i In toilet roslrlr wel is and computer. roan. Refer to interiors documents
y far adsit t tonal locations. DRAWN
Swore all re4u re permits and Inspections. Proceed with work only after receiving I
10"Wet l on approvals. '
i i Ins _S.chhe fu ll a: 1
ion:
Joist, to sill or gl'rder too nail 3-6d
l $ridging to joist too nail 2-6d
CHECKED
tattura rbc, aebiseat weHu, lntertar finishes, datells , materials, Sole plate toy stud end na! I 16d�16"oG '
k i t+ehore aqui Pasant, 10M, p 1 w6Ing and o 1 oc t r i ua 1 s choft t i cs are i nc 1 uded In Isope rat!
Top plate le plat and nail 2-16d
doetsseewtatiart W. others. Verify ragalrawrNt► where cweflitts our. rbt�aMentatlan by Stud to sale plate toe nail 1.8d �.�..•� �
019" Group Arehlrects, AIA $hail prevail , except as specifically opprewmd. A seed mall 8-1bd
Illowb i e studs foes nail i 1641411oc T
Dovble plates (top) face nail, 1641116"oc
/ Top plates a tape t intersations*. face nail �-16d
_ 1
Cont i n000s hdr.*two p►coos each wife i6d#160-oc
C411in9 joist to prate toe nail4-8d
con t i mans twee. to It tall too nail i -Rd �- -
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• NOFE: IF THIS MICROFILMED J ( 1 I I 4 I ) I I I I •
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.HIS NOTICE, IT IS DUE TO
THE QUALITY OF THE ORIGINAL E Z Z L Z A Z 4 Z Z 7. dl A Ili L 8 —� 1P £ L i ,I ,• ' •.
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JUNE11990
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1990
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JUNE19
1990
��� FLAN F>D R. (1 i Co d 12110,6 , (2) 169 d C I z"0 C.,
GENERAL NOTES:
_
TEV - Wim~ Z x� ` � �` (EO 4,9 1D WAS'.' �� �'a� ��� N~I�' � CONCRETE: The selection of materials for-, and the mixing and platin of
�x 1 \ +�, 11�"1 I� PI,Y�NvvD �H F�.Tti-� ►rJG — 9 _
4 bp�'r � 4 -OG.G, WCC^.. all concrete shall conform to the c
V1/OIO� FGA ) G rt. y� pp (�� e requirements of the 1982 Uniform Building
�MbF.D 0' 'T`�P vA I�J,O, W� ��- A e" lT C,;, Code. Materials shall be proportioned to produce a dense, workable mix
'>YWI ' ��-r -O�'o` �G-Oli1 �l�1N which can be placed without segregation or excess free surface water.
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Water cement ratios and cement content for- various concr•ece strengths (f'c) consulting engineers
L shall be shown below except as approved by standard 28-day cylinder tests.
•
' ' (2) � �i,�4' F l.`(waoD
anchorage, los nngeles,
Min. Sacks Max. Gallons portlond, seethe
1 ? O.G
" . Cement per Cubic of Water per
P.T Tj I L- f'c Yard of Concrete Sack of Cement Use
C�> 4 GaN f I_EDve-i-4.
I a'' — 2500 5-1/2 7-1/4 Sidewalks
11
4/4 '� � • •
D �'- moi}• �i (p' 3000 6
�. �/AY G W�l�,, _ 5 Foundation Wall s
oil
'• Ftp N C24710 N
-� Q A water reducing admixture, pozzolith, shall be used in strict accordance
with Vie manufacturer's recommendations ir concrete design mixes. An air
h/, 3 II P� s -1Jl w� -- / = N extent ain ;ng agent, conforming to �,ST s;)ecification C260, shall be used in
O•G all concrete mixes for erior• horizontal sur•f3ces exposed to weather. R
-- , � � �T �t -op . M \
" Yd� �f✓�'`7H�R. _ ----- The amount entrained air shall be 5ro "
�/a� _ 1 . by volume , For concrete. with oir
HAEP� `' - entraining agent added the fol lowing water-cement ratios shall apply:
\
�
1 NG CR N�Ar.IJ G Ed��.o►.I -� - ""'�C'
_
Maximum Wat Gallons
CTJ I P�r, KE_P Se I L ,p" -- �l -A-4 T?��ATvD Po'�Jr S I r-I . ) 1 _ of w ate r per
"rev, y AL.L, FROM POST\ AI -aI o ` ;�.r .1.� f'c Sack of Cement
M �_$
X61, (PE;�rr NO'f gaA P. 2500 7-1/4
V The contractor shall submit concrete mix designs for approval two weeks
- prior to placing any concrete. The concrete design mix shall include the
amount of cement, fine and course aggregate, water and admixtures, as well
-— --- �' as the water-cement ratio, slump and concrete yield.
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_REINFORCING STEEL: Unless otherwise noted, all reinforcing steel shall be
deformed- ars in accordance with ASTM specification A615, of the sizos
LAW rk dl /� roo
LAI I D��10
O, 1 shown on the drawings and the grades 1 i stud below:
H16, '1 Uh•JD�Tio�I �0k.1 �/�I �I �+� �VI � W I �� GRADE f , ) USE
l _ I_ II � it 6'0 60,0000 Typical
I
= 11 .01 40 40,000 Field Bent Bars Only
Reinforcing steel shall be securely tied in place with #16 double annealed
iron wire. Ears in beams and slabs shall be supported on well cured
concrete blocks or approved metal chairs. Reinforcing steel. shall be
detailed in accordance with the "A.C. I . Manual of Standard Practice for
!�
Detailing Reinforced Concrete Structures", latest edition. Detail drawings
C?J I �N� �71!`.Pa710N It shall be prepared and submitted to the Architect for approval prior to
HA1JG � 'slr''I / - Pl,Y�n/ooD �H�ATMINc:i TJI � � �' �Y�pOV fabrication. Lap all reinforcing bars at slices 24 bar diameters for rade i
� g
160 9.11 4E:r-, PLAN 40 bars, and .36 diameters for grade 60 bars, exce as rT' A minimum
_Tj I - lap for all bars shall be 1 ' -6" .
REINFORCING STEEL PROTECTION
�\ USE PROTECTION
Wall Bars: Interior Faces 3/4"
- V W -
- -- Exposed to weather 1-1/2" (#5 or Smal l 2r)
Sour �G' 41-0D.G. (;L-A " #6 or Larger)
�1 E ED �'' (GoUNTEFZSI►JK� -A 2 leo CiUN — H 2
GrEF� C� �IM.� Z 'I
( 9
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'rJ I C'. �I M•� u�J�/ � = F �Y N D
\ 2 x 5?UIQ Footing Bars 3"
01Wi4X� CONCRETE WALL REINFORCING
77 - Et✓1�ED g" Wall Thickness Horizontal Bars Vertical Bars Location
6" #4 @ 12" o.c. #3 @ 10" O.C. @ CL of Wall
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5 I M F"7tVN -
NANGII - _ - --
5 14" o.c. 44 @ 12" o.c. @ CL of Wall
(2,A.10
PLYWOOD: Plywood panels shall meet the requirements of the latest edition
of U .S. Product Standard PS-1 for softwood plywood. Plywood shall be
I I II x M
X� (� �} _u �u 411 exterior grade, group 2, with exterior glue. Nailing sl all be as follows ,
41 01 unles,� otherwise noted:
r�' ? OFFICE L-31..I1LCotVC
✓/ At panel edges 8 d nails 6 inches o.c. .S ( M "
At panel inter) 8 d nails 10 inches o.c.
STRUCTURAL STEEL: Structural Steel shall be A.S.T.M. A-36 and A.S.T.M.C � A- ��FICE REMODEL
accorddadeor lube shapes. Design fabrication and erection shall be lance with the latest edition of the "�A. I .S.C. Specification for thee
II67 Design, Fabrication and Erection of Structural Steel for Buildings". All FOR
bolts shall conform to the latest A.S.T.M. specification for A307 high
strength bolts. All welding shall conform to the A.W.S. nodes for ARC and ����� ,��R
gas welding in building construction. A1 '� welds shall be 3/16" minimum s s' � ' ��'
unless otherwise noted. Shop drawings shall be submitted to the architect r
for approval prior to fabrication. All welding shall be by certified I
TS 3x 3 -��welders.
� 2nd OFFICE PARK
SAWN LUMBER: Sawn lumber shall conform to West Coast Lumber Inspection
> � r P TlGARD OREGON
J Bureau Griming Rules, latest edit'on. Beams and columns 4" wide or less �
FlelopuPP'r A5 9%e41173 shall be Douglas Fir-Larch 2 grade, F 'b = 1250 PSI . ;oists shall be
nouglas Fir-L.-.-ch 2 grade F'b =1250 PSI !Single Use) , F 'b = 1350 PSI , Posts
6" x 6" (nominal ) and larger shall be Douglas Fir-Larch pasts and timbers
C2� �,�/,� ,c•q- �8 C2� �jl, bOl�� No. 1 grade, F 'b =1200 PSI . Wall studs and blocking shall be Douglas Fir-
60 2 grade, F'b = 1400 PSI .
.4A 61 -
GLUED LAMINATED MEMBERS: Beams shall be combination 24(- , V-8,
F 'b = 2400 PSI . - All members shall be fabricated of Douglas Fir-Larch in
I01 oei accordance with A. I .T.C. specification, using waterproof glue throughout.
I - - Two coats of end sealer shall be applied to all members after trimming,.
�l v _ -
of /2 �c l0 �e10 tiv/ Shop drawings and factory certificates of compliance shall be submitted fo.
�.,D'J'rIP+II�IOU�j I (4) %2110 eVL0115 I approval to the architect prior to fabrication.
1
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II I I II .'1•`J I DESIGN LOADS: In addition to the dead loads the followinglive loads
/ - I�1�� — %� �.��+ .4 ,4 ` �KEvV TO MATe �FxlO were used for design:
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I \ I NoN -SHIN IL I New- 51+i�NK I/
L4 1-- GRAVT(-rYP,)� Co Y4 ,c .4 GUr Snow Load 25 PSB Plus Drifting
CT`r�) �NWind Load Per UBC, Basic Wind Speed - 80 mph
Live Loads Hallways 100 PSF, Office Areas 50 PSF ._ REVISED
In addition to the above all constuction shall frequirements
�- c.on orm to the
Ft.l�� �clO,clO _ 1— of the 1982 Uniform Building Code. DATED A RJL- 101 198(a
TRUSSES: Truss manufacturer is to provide stamped calculation by a
/A7) 4 &o&, �M,�.Y ��� 4, Ei, �.-( regl5tered engineer in the State of Oregon. DRAWN JLM
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