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GENERAL NOTES Z 6 O P N
DESIGN STANDARD ROIL OREGON tRUC1URAL5PECIAltt CODE f U F C
SCOPE OF WORK MD SCOPE OF WORK PERTAINS i0 RE TRENTON OF ME DEING BLLDNG LOApNG DOCK illt C2 ''t 02'5¢ ��
GENERAL =Z Z N ~a C
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I. SPECFICATONS AND CODES REFERENCED IN MESE NONE ARE ME VERSIONS MOST RECENRY ADOPTED TIME PERMED.AUTHOR., >P-ON
PINTO DOT PIk
R. VVERIFYMINNOW AND CONDITIONS WITH THE DRAWNGS FEW VERFY DIMENSIONS AND ELEVATIONS RENNETO ME EXWING ` Q P >`
STRUCTURE PRIOR TO FABRICATION OF MATERIALS.ALL FINAL DIMENSIONS ARE THE REPONSIBBES'OF THE CONTRACTOR AND/OR 0 >' Lth L
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HOMEOWNER. QFBNSIA RITE %.T
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APPLY.PLACE ERECT.OR INSTALL ALL PRODUCTS AND MATERIALS M ACCORDANCE WIN MANUAACNRERYY15TtUCIINS. 3 MIOp
I. ALL WEATHERROOFNG/WEATHER PROTECTOR SHALL BE BY OTHERS `/{ 1 SO
5. ALL TEMPORARY SHORING SHALL BE BY OTHERS. \ " s'..xys, A l'Y" ..
FOUNDATIONS / \
I. FOUNDATION CRITERIA \ \\ lati
ALLOWABLE SOIL BEARING \ / \C PRESSURE 1.500 PEE \\ YY
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2. PUCE FOGINGS ON MP ANN.CRUSHED/COMPACTED ROCK RL. / \ \\\ t�# ,i +.
3. PRIOR TO PLACEMENT OF CONCRETE.REMOVE ALL UBRINE°SOIL FROM FOOLING EXCAVATION.
CASTNFUCE CONCRETE / c \
I. ALL CONCRETE WORK SHALL CONFORMER/ACI301. \\
}/
PREPARE MMES FOR EACH TYPE OF CONCRETE. NEW PORTION OF \\ \\
2 \
a.PROPORTION MIXES BY Ell.UBORATORY TRIAL BATCH OR FEW INFERENCE METHODS.OILS MATERIALS TO BE EMPLOYED ON HT1 \ / LOADING \ \
1.
b CERTIFIED RROA0 SHALL BE ARRIVEDFORK FOR EACH CLASS OF CONCRETE LEEAACH ED AS ROPOSDDNIX FOPI IRSEACH TYPE OF WORE 011165ECTON. }' / 4. \WOR \\ ®VICINITY MAP
c.CONTRACTOR SHALL SWIM CONCRETE MN DESIGNS ALONG WIM TET DATA FOR A MNNNM OF 13M BRUKRSR.A MNRAUM OF IRI / \
WEEKS PUNTO PLACING CONCRETE. /1� \ \\\
N 7.5.
3 a.ARENRANNG AGENTN ACCORDANCE WIMATM C260 AND WAIR-REDUCNGADMENRES CONFORMING TO ASTM191.WED PI
\N S'�1\ \\ /
STRICT ACCORDANCE VIAH TIE MANWACMRRY RECOMMENDATIONS.MAY BENCORPORATEDMCONCRETE DESIGN MMES. iN \ \\
b.AN AR ENRANNG AGENT CONFORMNG TO ARM C260 SHALL BE USED N CONCRETE ANR FOR E%IERIOR HORIZONTAL SURFACES ';,.9,,,,\/`/
P.
EXPOSED TO WEATHER THE AMOUNT OFENTRAMED ARE SHALL BES%.1%BY VOLUME / TERRAFIRMA
c.FLY ASN SHALL CONFORMIOASTM C618 AND SHAH BE LIMNED TO A ISR MAXIMUM BY CEMENT WEIGHT.
BUILDING
\\
/' \ \ 3
I WE PORTAND CEMEMTYR I OR E CONFORM 00TH ASTMC 150.SUMP FROM ONE III SOURCE. \\
5. AGGREGATES SHALL CONFORM WTI ASTM C 33 AND BE THOROUGHLY CLEANED AND WASHED PRIOR TO WE. / \ \\ I
6 CONCRETE STRENGTHS SHALL BE AS FOLLOWS: \ \
ile
a.i001NGT Pc=3.WO PSI AT 28 DAYS(DESIGNED FOR 2500 PSI .70.)IO \ \\
b.SUBS: lc 1000 PSI AT 28 DAYS(DESIGNED FOR 2500 PSB. TN \\
c.WALLS: Pc=1000 PSI AT M DAYS(DESIGNED FOR 2500 PSI. \ \ i
). MAXIMUM SLUMP FOR CONCRETE SNAILBE.I.PLUS OR MINIM T. I \ \\
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8. NO WATER SHALL BE ADDED TO THE CONCRETE OTHER MAN THAT REQUIRED BY THE MR DESIGN APPROVED BY.ENGNEER Of RECORD. 1 \ \\ /
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. 9. SLEEVES.OPENINGS.CONDUIT AND OTHER EMBEDDED MMS NOT SHOWN ON ME STRUCTURAL DRAWINGS SHAH BE APPROVED M INE \ \\\ 1.
ENGINEER OF RECORD PRIOR TO POMNG.
10. CONDUITS EMEDD MSU6SHALL NOTBELARGER MAN 11/1)OFTHESLAB THICKNESS AND SHALL NOT BE SPACED CLOSER MAN(3) \\ \\\\\\ /// RECEIVED
DIAMETER ON CENTER.
II. PROVDE'b"CHIMERS ON ALL IMPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. \ /
CONCRETE RRTfORCMG STEEL: \ \ / W M
I. RNNFORCNG STEELSHALLBE DEFORMED BARS CONFORMNGTO ASTIR A615.GRADE dO.UNLESS NOTED OTHERWISE. \ \J APR 2 6 2017 W N
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2. REMFORCNG STEEL SHALL BE DETAILED IN ACCORDANCE WIINTNE WEST DRON Of 11E ACI 315"DETAILS AND DEEMING CONCRETE \ / / I-
REINFORCEMENT'. 1 /
\ / CITY OF TIGARD Y o�1�
ON
3. RENFORCNG STEEL SHALL HAVE THE FOLLOWING PROTECTIVE CLEARANCES. / Nz
a CONCRETE CAST AGAINST AND PERMANENRY F%POSED TO EARTH: \\ / c N LJ
E ALLRENFORCMGSTR M / BUILDING DIVISION U Z 0
b.CONCRETEE%POSED TO EARTH AND WEAMER: / / W
L tS BAR.HW31 OR ROUGH 311NRE AND SMALLER: 1K" \ / ,�ILILyN.E.�_O���� =O
i.id OAA THROUGH TIB BAR: 2" / CITY c COR AND WIRER: Ii"
10 WEATHER ORNCOMACi WITH EARTH: \ / / F101:7) Fi COMPLIANCE � t `�
SUBS.WALLS.AND JOBS:
I, FII BAR AND SMALLER: L" \ I /
2. FII BAA AND FII BAR. IN" EXITING / Q O
i.BEAMS AND COLUMNS: / P CD\P
I. PRIMARY RENFORCEMENT: Ifs" \ BUILD
IING / / - V
2. TES.t1RRUR.AND SPIRAR: IN" \ f / / Approved: f.. -
6 UNLESS NOTED OTHERWISE ALL RENFORCFMENT UP SPLICES SHALL BE AS FOLLOWS: / h■�1■/�_;
EAR SIZE SPLICE Ilo0'5A00Rq SPLICE IPc81000 SI o N ! / / aro;C f I
SITE.
21" 19.. \ t /
II 32" 25"
t6 1" 31"
i8 19" 62" /
/
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a.THESE LENGTHS APPLY ONLY TO UNCOATED REINFORCING STEEL WITH NORMA WEIGHT CONCRETE CLEAR SPACNG BETWEEN BARS NOT i Address. YL\P I-1 ••
If6lIAN I2f BAR DIAMIDS AND CLEAR COVER NOT IRTEA
LESS III BAR pIAME .FOR WXIWEIGHTCONCRETE OR REDUCED / / ♦p
SPACING/COVER.MULTIPLY LENGTHS BY 1.3. // H.SUt>fe . N
b.FOR TOP BARS(BARS WHIN MORE MAN IT OF RESH CONCRETE CAST BELOW THE BARS(MULTIPLY LENGTHS BY I I. \ / / LU
/ Map gimlet ID M: 2SIOICA00200 ///��RI—
SPEI. 1EC1bW \ / / RealPropertyA000111M: 7926090 `y� # j-E Q
I. SPECIAL INSPECTIONS SHALL BE PERFORMED PER CH.I)Of THE OREGON STRUCTURAL SPECIALTY CODE FORTHEfOILOWNG: / SH¢Addf¢st 7920SW HUNi1KFR RD.IIGARD OR,97713 BY. ��-� ■fAt� i/'jL Z
a CONCRETE MBAR PLACEMENT / iiJJN
b.SNVSON'MTV'ADHESIVE PER ICC REPORi'ESR-2508' \ //'J / .1
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• ,\ OFFICE COPY TOR No. —
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1 SITE PLAN DATE 04.20.2017
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STRUCTURAL STEEL
DESIGN STANDARD 101/OREGON STRUCNRAL SPECUl1YCODE
L L_ 1. DESIGN,FABRICATION,AND ERECIWNSNALL BENACCORDANCE WRH THE"ASC SPECIFICATDNFORTHE DESIGN,
NEW NON-BEARING
DESIGN CRITERU FABRICATION,AND ERECTION OF SNUCNRAC S1EEL FOR BUIDINGS"
WALL.2xd FRAMING NEW 'SQ.%IT'RG. I. DESIGN GRAVITY LOADS,UNLESS NOTED OTHERW8
®10wc WI(4)#4 EA.WAY a.ROOF SNOW LOAD CRRERU 1. SiRUCNRACS7EELSHALL REAS FOLLOWS.UNL�NOTED O7HERW5E. I'-
/FIAT ROOF SNOW LOAD 15 PSI LU CN
I GENERAL a.HOLLOW SOUCTURU EEC110NS IHSS):ASTM A500,GRADE"B')Fy=16 KSI)
------ } - - -- - -------- - - - - ----- b.WIDFFUNGESHAPES: ASTMA992 GRADESA I-I.
1. THESESTRUCTURAL NOTES ARE ASUPPLEMENTTO THE SPECIFICATIONS. c BOLLS: ASTM AIDS -h lT
V.ANCHOR BOLLS: ASIMF1554,GRADE 56 • • I IY z
2. SPECB'ICATEON3 AND CODES REFERENCED NTHESE NOTES ARETHE VERSIONS MOST RECENCY ADOPND BATHE e.MISCELLANEOUS STEEL
ASTM A36 IJ.J Y 0
PERHATNG AUTHORITY II K^�
r 1 3. ALL EXPOSEDSIEEL BELOW FINSH GRADE 108E COATED WITH ASPHALTIC PAM PRIOR TO EACKflWNG. U U N V
LJ J. VERIFYDIMENSDN AND CONDNONS MIH IHESTRUCNRAL DRAWNGS FOLDVERFY DIMENSIOKSAND )LLL Z U--I
NEW l6"SO.x 10I THICK NEW 410 OF#2 ELEVATIONS REUTNE IO NE EOIINO STRUCTURE PRIOR TO FABRICATION OF 5-TERUI5. /. ALL WELDS PERFORMED SHALL CONFORM iO NE AWS STANDAR05 FOR ARCAND GAS WELDING IN BUILDING
W 0 6
RG.W/121#4 AT RARER SPLICE CONSIROCTIONANDSNALLBE3/I6"AWVAIUMUNINSNOIEDOTHERW5E. =0
EA,WAY POIM W/DBL.iRIMMER
/. FORFEANRO OFCONS'IRUCMINNOT IULLYSHOWN,PROVDETHSEAME77E AND CHARACfERA1 SHOWNFOR
EA END
SIMILAR CONDITIONS.SUBJECT TO REVLY/BVTHE ARCNITEC7 AND STRUCTURAL ENGINEER OF RECORD. 5. WELDS SHALL BE MADE USNG E70XXELECTRODES. O I.L 0 h
W
S. APPLY PLACE ERECi,ORB1S7ALL ALL PRODUC7$AND AU,TERIAES NACCORDANCE WITH MANUFACTURER'S 8. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS. �I W 'Q^
EATRUCTON5. Z O.-V
7. PREQUALIFIED WELDWG PROCEDURES ARE 108E USED,UNLESS AWS QUALIFICATION BSURMTTED TO THE
8. ADEQUATHYBRACEITRUC7UREAND ALL STRUCTURAL COMPONEMS AGANSTWND,LATERAL,EARTH,AND ARCHRECIIENGINEER PRDRTO FABRICATION.
® ROOF FRAMING PLANSEBMIC FORCES UNRTHEPERMANEM LATERAL FORCERESIBIING SYSTEMS HAVE BEEN HSTALLED.
TERRA FIRMA-CM.n.0WG $CALEN'=1'-0" FRAMING LUMBER
7. WATERPROOFING BYOTHERS.
I. SAWN LUMBER DESIGN R BASED ON THE LATEST EDITION OPINE NATIONAL DESIGN SPECNCATION.
1 FOUNDATIONS
SIMPSON'635'AT ,,I 2. SAWNLIMIER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS N
DIET.FLR. z
JOIST CLOSEST TO EA. 1. FOUNDAl10N CRIHRU ASSOCUTION GRADNG RULES.
END OF NEW BEAM !. FRAMING a.ALLOWABLE SOIL BFARNG PRESSURE 1,300 PSF
J. LUMBER SPECESb GRADES: Q
0 PLACE FOOTINGS GREEK UNDISTURBED NAMESO0.OR ON STRUCTURAL FLL
� � a.INTERIOR NON-BEARING WALLSIUDS DF STUD GRADE
7. PRIORTO PLACEMEN OF CONCRETE,REMOVE ALL DISTURBED 500.FROM FOOTING EXCAVATION.
b.BEAMS(4xOR LARGER) DFN0.2 W
c,BLOCKING,PLATES,BRIDGING DFSND GRADE A-
11„ WF BEAM CAST IN-PLACE CONCRETE O h
PER PLAN /. AIL LUMBERMPERMANEM COMACTWRH CONCRETE OR EXPOSED TO WEATHER SNAIL BE PRESSURE TREATED
Z
I. ALL CON CRETE FORACH TLCONFORNCRETE 301. UNLFSSANAPPROVEDBARRIER5 FRONDED. Q
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1. PREPARE MIXES FOR EACH TYPE OF CONCRETE 5. MA%IMUM MOBTURE CONIEM'.19% Q U_S
o.PROPORTION WIGSBY OTHER UBORHTORYIRUt BATCH OR FIHD EXPERIENCE METHODS,USNG MATERUIS iO BE 1 o
12)16d TOENAILS O LuCe'(
Q
EMPLOYED ON THE WORK FOR EACH CLASS OF CONCRETE REQUIRED AS SPECRODIN ACI301. d. PROVDESOLO BLOCERIG)SAME DEPTH OF MEMBER)AT ACL PDMS OFBEARNG)MAXIMUM SPACING OF d'-0"
FA.RAFTER,TYP. PL.Y x 6Y x 0'-6Y"WI U
yO.C.)Ai IOBR WITH A5:I OR GRUIER DEPTH-i0.7HICKNESS RA7100R WNEREI EDGE OF 106iR N0i ATTACHED
12ILAN iHRU-BOLTS w L1J Z
x , ' 7. USE PORMND CEMENT RIPE OR I,CONFORMWIRI ASTMCI50.SUPPLY ONE II)SOURCE. IOSHFAMING,WALLBOARD,BRACNG,RC. N xn Q
HSS COLUMN, /. AGGREGATES SHALL CONFORM WBH ASTHCLS AND BFIHOROUGHLYCLEANED AND WASHED PRIORTO USE. 7. PROVIDE DOUBLE 1056 LANDER ALL PARALLEL PARTS N,UNLESS NOTED OIHERWBE V
EXIST.ROOF EXIST.ROOF PER PLAN
r FRAMING FRAMING , 5. SLEEVES,OPENINGS,CONDUR,AND OTHER EMBEDDED RIMS NOTSHOWNONTNE SiRUCiURAC DRAWINGS SHALL R. PROVDE BLOCYJNG BETWEEN S7UDS)OR MEANS OFBRACNG)Ai WOOD BEA WALLS 10 PREVENT STUD JOB No.
YK , y BEAPPRRS EDBYNE ENGNFFR NDGTHSRDPRIORTOP EAAS NG.
BUCKLING PRIOR TO NSTALLATIONOFGYPS OTHER MEANSOFE �7074.0�
�� d. CONDUITS EMBEDEDNSUBS SHALL NOi Bf LARGER TITAN IIIJ)OFTHEAAB THICKNESS AND SHALL NOT BESPACED CONNECTIONS AND FASTENERS
PL Yx3Yx9Y W/I2) 1 C105ERTHAN IJ)DUMRERS ON CENTER. DRAWN CHECKED
T "0x8"EMBEDTHRD'D RODS W/ T2 I, FRAMNGACCESSOAEESANDSTRUCTURALFASIENERSSHALLBETHESUEANDTFTESHOWNONTHEDRAWINGS,AND DM AS/DH
DBL.NUT&WASHER AT BOR. .f'k CONCRETE RHNFORCNG STEN: MANUFACTURED BYSIMPEON STRONGIE COMPANY ORAN ENGINEER APPROVED EOUAI.
17
3X NAILER RIPPED II
#lOX2Y"SCREWS®I6"0/C ;'-' I. RENFORCNGSTEH SHALLBE DEFORMED BARS CONFORMINGTO ASTM A615,GRADE 60,UNLESS NOTED 1. HANGERS NOi SHOWN SHAH BESIMPSON'HU'OF iHESUE RECOMMENDED FOR MEMBER. GAOL
TO FR y_ STAGGERED Tj / /:� OTHERWSE. O�• 2'20
3. AH HANGERS AND FASTENERSN COMACT WITH PRESSURE7RU7ED WMBEREHALI BE SIMPSON I-AU.%HFNGERS REVISIONS
PER 1. RENFORCNG STEEL iO BE WELDED SHALL CONFORM iO ASTM A706. OR STAMESSSTEEL.
WF BEAM, PLAN
PER PLAN 3"CLR. 3_ RENPoRCING SIEE SHALL BEDOHLSD IN ACCORDANCEWITH THEU7EST EDITION OPINE ACI JIS"DETAILS AND l FRAMING CONAEOGRS SHALLHAVEALLTHENAL HOLES fBLED AS SPECNED BYTHE CONNECTOR
DETARNG CONCRETE RFINFORCEMEM. MANUFACTURER,UNLESS NOTED OTHERWSE.
PER PLAN 4. REINFORCING STEEL SHALL HAVE 3"COVER ALL SIDES 5. ALL NAIUSHOWNONTHEDRAWNGSSHALLEE COMMONARES UNLESS NOTED,05B02 E.
`e ® SECTION
® SECTION 6. TYPICALNARNG CONNECTIONS$HALLBEPER IBCTABLEUJ0/.9.I ORRIC TABLERID2.711/UNLESS NOTED SHEET
TERRA nRux-OFFICE n�Ergas.oxc TERRA nRNA-OFFICE nJ1ETULSOWG OTHERWEE ON THE DRAWINGS.
SCALE:I"=,'-0" SCALE I"=,'-0" 1 OF 1