CC1985_31 GENERAL NOTES
11obDESIGN LOADS: IN ADDITION TO THE DEAD LOADS THE FOLLOWING LOADS WERE USED
t
' ROOF LIVE LOADS: LIBRARY 25 psf + SNOW DRIFTING
PLANS (L46ATPw NO MOP%E T94N HALL AND LOBBY 25 psf + SNOW DRIFTING
POLICE AND CITY HALL 25 psi' + SCOW DRIFT-LT NG** uj
SNOWDRIFTING IS BASED ON A SECOND FLOOR AT POLINDIT _ HA
C
YCE ALL
POLICE AND CITHALL ROOF AL SO DESIGNED AS A SECOND FTOO
WITH 21t
_
LIGHTWEIGHT CONCRETE S'OPP'ING, 50 psf LIVE LOAD AND 20 psf PARTITION
mw fly
IMP
LOAD FOR FUTURE EXPANSION
I
w WIND: IN ACCORDANCE WITH THE 1952 UNIFORM BUILDING CODE, EXPOSURE B, BASIC
i
WIND ,SPEED = SO MPH AND ASSUMING A SECOND FLOOR OVER POLICE tiIND CITY HALL.
EA WA%(a
E a.
IN ACCORDANCE WITIH THE 1.982 UNIFORM BUILDING CODE,
. � � SEISMIC: �.
45 5 POLICE (BASED ON 2
� = _ w V � ZIKCSW - . � STORIES
40.3 @ CITY HALL (BASED ON 2 STORIES)
. . moo = 16. 0 LIBRARY
44A L44HOWW . OW PPLo") IN ADDITION TO THE BELOW, ALL CONSTRUCTION SHALL CONFORM TO THE Rr:,OIP ��
OF THE 1982 UNIFORM BUILDING CODE AS AMENDED BY THE, STATE OF OREGON.
CONCRETE:RETE: THE SELECTION ION OF MATERIALS FOR, AND THE MIX = NG .:-SND P LA'C" NG OF ALLui
eat PL;1-rwoopJ/,Z' 0 AWZ#Hc#�R O L SHALL CONFORM TO
THE REQUIREMENTS OF THE 1932 U���IrO?M BU��D!1
.. CGDE. MATERIALS SHALL BE PRC)PORTIONED TO PRODUCE A DESE `1ORAX
WORKABLE MIX
WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WA71__'R.
.
�- CONCRETE STRENGTH, ( �'c, SHALL BE 3000 psi . CONCRETE STRENGTHS SHALL BE
logo AkVERIFIED B� STANDARD ANDARD 28 -DA'' � ���C�DER TESTS.
A WPERNIMETER TYPe INTERIOR CMU T"T"Po J 00"' 1 ST BEARING
A' R�dr��JCIN ADS 1 � R POZZO IT I WNLR lIS` ryIO �Ht�LIw � =N S 'P, C�!
TYP* INTERIOR WA` L L F 0 Olp 0 HNIG F00" OTING DOOR WALL ROOF INTERIOR WALLSACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS O�.iNS IN �C0NCatL�:E D-}�_+�:N "�f XEs,
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A AIR ENTRAINING AGENT CONFORMING TO ASTM SPE(1=iCAT1_ON C260 SHALL BE
(g;q M. �A LA WAL.,L) USED IN ALL CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO
_
WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5°'o + 1°/;' BY VOLU`11E,
THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL TWO WEEKS
PRIOR TO PLACING AN CONCRETE. THE CONCRETE DES{GN MIX SHALL INCLUDE THE
It � 1 50 eA WA AMOUNTS HITS OF CEMENT, FINE AND COARSE AGGREGATE, �JATER AND ADMIXTURES, AS WELL
AS THE R AND CONCRETE YIELD.
WATER CEMENT RATIO, SLUMP
: = $ lb$ :wn+t l=rort.: A37►,77��c/ o �Er��ArUs,r
REINFORCING STEEL: UNLESS OTHERWISE NOTED, ALL IOU!, r O�C_L S �L � SHALL
2!,011 EAR -- ACCORDANCE WITH ASTM SPECIFICATION A615, GRADE 40 , OF THE
Jilt
{ � SIZES SHOWN ON THE DRAWINGS. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON F
75
WELL CORED CONCRETE BLOCKS OR APPROVED FETAL CHAIRS. REINFORCING STEEL
SHALL BE DE°FAILED IN ACCORDANCE WITH THE "A.C. I MANUAL OF STANDARD PRaACTICE
e�4,�4�A�te0W PLA " #� F-WM �� - 401
FOR DETAILING REINFORCED CONCRETE STRUCTURES, S1 LATEST EDITION. DETAIL
NO NW$Z4 THAN 40
DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR
7 �- a TO FABRICATION. LAP ALL REINFORCING BARS AT SPLICES 24 BAR DIAMETERS
EXCEPT AS NOTED. A MIN LAP FOR ALL BARS SHALL BE 1 '-61t
Oil
3/1& ft yv/02) I&A wAjLi;f
. _
REINFORCING STEEL PROTECTIONLO
�
I °* USE PROTECTION
BALL BARS INTERIOF� FACES ;/411 w
11 # t "
EXPOSED TO WEATHER ®1/2 ( �r OR SA �A _R ,
Aw-
o�
49.401 ! X11 t6 OR LARGER)
>
" fi EXPOSED TO EARTH 211V lift
®
FOOTING BARS 3t'
MASONRY : ALL £�AS;ONR S
� �` Y UNITS SHALL BE F '�a � 1500 psi WITH A NOMINAL THICKNESS
" MASONRY WALLS SHALL BE REINFORCED AS S'(jWN ON THE PLANS AND DETAILS
AND IF NOT SHOWN SHALL BE #4 @ 1.6'1 O. C. VR`TICAL BARS AND #5 4811 0.C.
' HORIZONTAL BARS
it it +► ALL CELLS SH BE FILLED WITH GROUT WITH AN F 2000 psi . BOND BEA.MS y"
1 WITH TWO #5 HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES. tri,,
PROVIDE A BOLD B WITH TWO #5 HORIZONTALLY OVER ALL OPENINGS, AND EXTEND �+'
PARAPET " THESE BARS 21-011 PAST THE OPENING AT EACH SIDE. PROVIDE ONE #5 VERTICALLY �,. ' . H
TYR FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF THE OPENINGS. D014ELS TOu °`
ow NW& Amik Amok,m-Irta-5 ff-"aK %ovr, MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 11-6" OR HOOKED INTO THE LO
rM ",Lff r ML
;SUPPORTING STRUCTURE AND SHALL BE OF THE S SIDE AND SPACING AS THE
TYP PERIMETER WALL FOv^mwiwlft & G alma' '&aft* IN m" n IV Lt. FOOTING w/o 1 /2 PLYWOOD - ON EXTERIOR
VERTICAL WALL REINFORCING. PROVIDE CORNER BARS TO MATCH T1 E HORI.ZO�� SAL WALL
6p` eoo,�*ILA WA:7 cc;"A. S PeximfE.-reg WA%LA.- W
l REINFORCING AT ALL WALL INTERSECTIONS. REINFORCING STEEL. SHALL BE AS
; ,SPECIFIED UNDER "REINFORCING STEEL" ABOVE. MORTAR SHALL BE TYPE M WITH A
MIN COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 psi .
STRUCTURAL S.1 EEL: STRUCTURAL STEEL SHALL BE A.S.T,��. - ,-,._TI
m A�36. TJ SECTIONS
a
E E . . ®M. A500 GRADE B, Fy � 46 ksi . DESIGN , F AB �:CATIO�� AND
I ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE i1A® I ,S. C.
SPECIFICATION FOR THF, DESIGN , FABRICATION AND ERECTION OF STRUCTURAL "STEEL
FOR BUILDINGS. ALL BOLTS SHALL CONFORM TO THE LA TEST A.S.T.M.
x 1zSPECIFICATION FOR A325 HIGH STRENGTH BOLTS, ALL WELDING SHALL CC�I`�P°'O �1 T Cr
THE A.W.S. CODES FOR ARC AND GAS WELDING
N BUILDING, NS
tLDIN II tsUIL��NG CO���TRLCTION ALL
WELDS SHALL BE 3/16'1 MINIM` M UNLESS OTHERWISE NOTED, SHOP DRAWINGS SHALL BE
ISUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.�N ALL W ;LD1 NG
SujHALL BE BY CERTIFIED WELDERS® MILL TESTS SH1�LL BE SUBMITbED TO THE
1
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• '41 PL-rWOOP Yqlbd NAIL.* -6b , 0 �.RHITECT PRIOR TO FABRICATION .
s _
f
0
d _ ' PLYWOOD. PLYWOOD PANELS SHALL MEET THE RE 2UIR�NTS- OF THE LATEST ED-L ION
s .
T"T _
a - OF U.S. PRODUCT STANDARD PS-1 FOR SOFTWOOD PLYWOOD® -PLYWOOD AND NAILING
SHALL BE AS NOTED ON DRAWINGS.
ez, SAGO LUMBER : SAWN LUMBER SHALL., CONFORM TO WEST COAST LUQ �>E R i NSPEC -L �N
-INS RULES, LATEST :EDITION. BEPJ�S AND COLU�,1I, 411 IDE OR LESS
�� SHALL BE DOUGLAS FIR�LARCH NOm 1 i�RADE, FD v 1500 psiC;°ISIS SHALL BE
49,e4h DOUGLAS F R-LARCH NO. 1 GRADE, ��U _ 1 500 psi (SINN LE USE) , FU _ 175 psi
(REPETITIVE USE) . BEAMS 611 AND WIDER ,,,HALL BE DOUG ria.: FIR-L d. (-1H BEAn3- AID ���
STRINGERS NO 1 GRADE Fb = 1300 s POSTS 611 x 611 NOM �1AL �
�, , psi , (NOMINAL)) :SND LARGER
t T r GR"
DE BE DOUGLAS FIR-LARCH ROSS AND TL IBER�S NO. GR"DE ' b = 1200 psi.
WALL STUDS , PLATES, AND BIO' SHALL BE DOUGLAS 1.P�-1 ARCx 0� 1 GRDE, Fui
1500 psi .
_-.
` -- GLUES �AM�f`�A.�?'�D ? �4i�E`RS e BEAMS ,�HAL1.� B�, CONIBTI���`�'��i'v 24P' ��� , ��-�0=� ps"
u _ � -_ Lij
d -D SHALL E �OI1� L4 TION A-2 �'C = 1.9 psi.. � ALL MiEIs4.� RS SH LL ��
`-�'Tj /5lo fooz, -r..j I
-P
_ FABR I CA ED OF DOUGLAS 4 '- E d , f � s� r�,, � �
t FIR-LARCH IN ACCORDANCE ��H FITC �. �C.�.� �..� �.1 ''� :.1` ���
� w � Y&t �+ 49 � 1? t°a r� xr^ r^�r*--+r ^+ ^� r^. -- 7 � ^--.—�. t---. .�..,
a ' ' c�� ATER # ITr? .� A(WATERPROOF GLUE WHERE ITER A �� f, s
_ _ _ _ _ _ _
Wd 1� ( ERPRO � 3 k� X P ABED �.G ���� ��R} � ���
0 0 ° - P °. _ `� THFOUGr3OU . O�uE COAT OF 'ISD SEALER SHALL BE AP�����z�� O A�� P lEP-1EE��� ���T'�R
FACTORY CERTIFICAT:�� OD" COMPLY NUCIE SHALL BE
L±j � _ _ _ C� � a � � TRIMMING. .SHOP DRAWINGS AND �A�,
SuBM�TILD FOR A PROVAL TO THE ARC ITECT PRIOR T O ,� A . _",-11 IOC m
FORMED JOINTTYr. ["JEAM COWMN oil
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TYR PARAPET CMU WAALLZ) GVNNLt0T1vAa` N e LIBRARY
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CONSULTINGSAW— CUT JOINT S I
A 0% N I r%TYR SLAB ON GRa DE OL JOINT "
H,ENGINEERS
u T 911
PORTLAND.ND. OREGON $7204