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Date
<br /> �0/�6/�6
<br /> ������� ������U��� ����� Designed
<br /> ( The following applies unless shown otherwise on the plans.) GONGRETE
<br /> �,S'
<br /> �, ALL MATERIALS AND WORKMANSHIP DE51GN, AND GONSTRUGTION SHALL GON�ORM TO THE REQUIREMENTS OF THE DRAWIN6 13. GONGRETE SHALL f�TTAIN A 28 DAY STRENGTH OF f'�= 2500 PSI P�ND MIX SHf�LL GONTP�IN �IOT LE55 THAN S SAGKS OF Drazvn
<br /> SPEGIFIGATIONS, THE INT�RNATIONAL BUILDING GODE, (2012 EDITION). GEMENT PER GUBIG YARD AND NO MORE THAN 6 6ALLONS OF WATER P�R SAGK OF GEMENT. ��,
<br /> 2. PE516N GRIT�RI/� ALL GONGRETE EXP05ED TO WEATHER SHALL BE P�IR-ENTRAINED WITH AN AI(� -ENTRAININ6 AGENT GONFORMIN6 TO I.B.G. THE KE1lZSZ012
<br /> AMOUNT SHALL BE 49b + I% BY �/OLUME.
<br /> ROOF LIVE LOftD.................................. 25 PSF
<br /> �q.. REINFORGIN6 STEEL SHALL GONFORM TD ASTM A615, (INGLUDIN6 SUPPL�MENT 51) 6RADE 40, fy= 40,000 PSI. EXGEPTION: GOLUMN
<br /> �LOOR LIVE LOAD (RE5IDENTIAL) 40 PS� TIES, BE�M STIRRUPS, BARS TO BE ��ILD BENT, B!-�RS TO BE WELD�D /�ND ANY OTHER BARS SPEGIFIGf�LLY SO NOTED ON THE
<br /> DRAWIN65 SHALL BE 6RADE 40 fy= 40,000 ('SI REIN�ORGIN6 GOMf'LYINC7 WITH PtSTM A�06 (SI) MP�Y BE WELDED ONLY IF Mf�TERI�L
<br /> FLOOR LIVE LOAD (DEGK) 60 PS� PROPERTY REPORTS INDIGATIN6 GONFORMANGE WITH WELDIN6 PROGEDURES SPEGIFIED IN A.W.S. D1.4 A(ZE SUBMITTED. NO
<br /> REINFORGIN6 5H/�LL BE WETSET UNLESS SPEGIFIGALLY SO DETAILED.
<br /> STAIR � GORRIDOR LIVE LOAD 100 PSF
<br /> MEGHANIGAL UNITS W�IC�HTS �URNISHED BY MF6R. WELDED WIRE MESt-f SHALL GONFORM TO ASTM �-185.
<br /> WIND 110 MPH, EXPOSURE "B" Kzt = 12
<br /> EARTHQUA�KE 5� =1.55� S =.55 (GLA55 "D") 15. REIN�ORGIN6 STEEL SHP�LL BE DETAIL�D (INGLUDING HOOKS AND BENDS ) IN AGGORD/�NGE WITH AGI 315-04 AND 318-05. LAP
<br /> P�LL GONTINUOUS REINFORG�MENT 58 Bf�R DIAMETERS (2'-6" MIN.). PRO�/IDE GORNER B/�R5 AT ALL Wf�LL INTERSEGTIONS.
<br /> ALLOWP�BLE 501L f'RE55URE 2500 P5� (NI�TURAL SOILS OR GOMP/�GTED) LAP GORNER Bf�RS 30 BAR DIAMETERS (2'-6" MIN.). LAP ADJAGENT MP�TS O� WELD�D WIRE FPtBRIG TWO SQUARES (MIN. O�
<br /> SEE i�LANS FOR ADD. LOADIN6 GRITERIA. 12") AT 51DE5 AND �NDS.
<br /> 3. STRUGTURP�L DRAWINGS SHALL BE USED IN GONJUNGTION WITH ARGHITEGTURAL DRAWIN65 �OR BIDDING GONSTRUGTION.
<br /> GONTRf�GTOR SHALL VERI�Y DIMENSIONS AND GONDITIONS �OR GOMPATIBILTY AND SHALL NOTI�Y THE ARGHITEGT P�ND
<br /> STRUGTUR�L ENGINEER, OF ANY D15GREPANGIES PRIOR TO GONSTRUGTION SO HE MAY MAKE PROPER REVI510N5 TO THE WORK.
<br /> NO BARS PARTIALLY EMBEDDED IN HARDENED GONGRETE SHALL BE FIELD BENT UNLESS SPEGIFIG,4LLY 50 DETAILED OR
<br /> APPROVED BY THE STRUGTURAL EN6INEER.
<br /> 4. GONTR�GTOR SHf�LL VERIFY ALL �XI5TIN6 DIM�NSIONS, MEMBER SIZES, AND GONDITIONS PRIOR TO GOMMENGING ANY WORK.
<br /> ALL DIMENSIONS OF EXISTIN6 GONSTRUGTION SHOWN ON THE DRAWIN6S P�RE INTENDED A5 6UIDELINES ONLY AND MUST BE v
<br /> VERIFIED. I6. GONGRETE PROTEGTION (GOVER) �OR REIN�ORGING STEEL SHALL BE /�S FOLLOWS: �
<br /> 5. GONTRAGTOR SHALL PRO�/ID� TEMPORARY BRAGIN6 AND SHORING �OR THE STRUGTURE AND STRUGTURAL GOMf'ONENTS UNTIL �OOTIN65 AND OTHER UNFORMED SUR�AGES, EARTH �AGE................ 3"
<br /> ALL FINf-�L GONNEGTIONS HA�/E BEEN GOMPLET�D IN AGGORD/�NGE WITH THE PLANS. �^
<br /> �ORMED SUR�AGES EXPOSED TO EARTH (i.e. WA�LLS B�LOW GROUND) OR WEATHER (#6 BARS OR �
<br /> LAR6ER).......................................................................................................................................... 2,�
<br /> 6. GONTRAGTOR SH/�LL BE RESPONSIBLE FOR ALL REQUIRED SA�TEY PREG�UTIONS AND THE METHODS, TEGHNIQUES, SEQUENGES (#5 Bf�RS OR SMALLER)..................
<br /> ............................................. 1 1�2n
<br /> f�ND PROGEDURES REQUIRED TO PERFORM HI5 WORK.
<br /> GOLUMN TIES OR Sf'IRAL AND BEAM STIRRUf 5.--•........................................................... 1 1�2��
<br /> 7. GONTRAGTOR-INITIf�TED GHANGES SH�LL BE SUBMITTED IN WRITING TO THE ARGHITEGT AND THE STRUGTURAL EN6INEER FOR SLABS AND WALLS (INTERIOR ��GE)............................................................... 3/4" Q
<br /> APPRO�/AL PRIOR TO FABRIGATION OR GONSTRUGTION. GHP�NGES SHOWN ON SHOP DRf�WIN65 ONLY WILL NOT SATISFY TH15 �
<br /> • REQUII�EMENT. GAST-IN-PLAGE GONGRETE: 5EE ARGHITEGTURAL DRAWINGS FOR EXAGT LOGATIONS �ND DIMEN510NS O� DOOR AND WINDOW �
<br /> OPENIN65 IN ALL GONGR�TE WALLS. 5EE MEGHANIGfiL DRAWINGS FOR 51ZE AND LOG/�TION OF M15G�LLANEOUS MEGH/�NIGAL �
<br /> g• DRAWIN65 INDIGATE GENERAL AND TYPIGA�L DETAILS OF GONSTRUGTION. WHERE GONDITIONS AR� NOT SPEGI�IGALLY OPENINC�S THROU6H GONGRET� WALLS. 5EE /�RGHITEGTURhL DRAWINC�S FOR ALL 6ROOVES, NOTGHES, GHAMFERS, FEP�TURE �
<br /> STRIPS, GOLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXi'OSED GONGRETE SUR�AGES, BOTH Gf�ST-IN-�'LAGE AND
<br /> INDIG,4TED BUT ARE OF 51MILAR GHAR/�GTER TO DETAILS SHOWN, SIMILAR DETAILS OF GONSTRUGTION SHALL BE USED, 0
<br /> SUBJEGT TO iZEVIEW f�ND APPRO�I�L BY THE f�RGHITEGT ,�ND STRUGTURAL EN6IN�ER. PREGAST. N
<br /> Q
<br /> a. ALL STRUGTURAL SYSTEMS WHIGN ARE TO BE GOMP05ED OF GOMPONENTS TO BE FIELD EREGTED SHP�LL BE SUPERVISED BY
<br /> THE SUPPLIER DURIN6 MANUFf�GTURINC�, DELIV�RY, HANDLINC�, aTORP�6E AND EREGTION IN f�GGORDANGE WITH INSTRUGTIONS
<br /> 17• NON-SHRINK 6ROUT SHALL BE FURNISHED BY fkN ,4PPROVED MANUFAGTURER AND SHALL BE MIXED AND PLAGED IN STRIGT
<br /> PREPARED BY THE SUPPLIER. AGGORDANGE WITH THE MANUFAGTURE'S PUBLISHED REGOMMENDATIONS.
<br /> 10. SMOP DRf�WIN�S FOR STRUGTUR�L STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRU55E5, AND PLYWOOD WEB �015T5
<br /> SHA�LL BE SUBMITTED TO TNE ARGHITEGT AND STRUGTURAL EN6INEER �OR RE�/IEW TWO WEEKS PRIOR TO FABRIGATION OF .
<br /> TNESE ITEMS. STEEL
<br /> ' II. SHOP DRAWIN65 REVI�W: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER O� REGORD,
<br /> AND THERE�ORE 18� STRUGTUR�L STE�L DE516N, FABRIGl�TION, AND EREGTION SHP�LL BE BASEP ON ON THE f�.I.S.G. °SPEGIFIGATION �OR THE DE51GN, �
<br /> MUST BE VERIFIED BY THE GONTRAGTOR. GONTRAGTOR SHALL REVIEW AND STP�MP DRAWINC�S PRIOR TO RE�IIEW BY EN6INEER F/�BRIGATION, AND EREGTION OF STRUGTURAL STEEL BUILDINGS", LATEST EDITION, PLUS ALL REFERENGES GODES. O
<br /> O� REGORD. SUBMISSIONS SHALL INGLUD� A REPRODUGIBLE AND ONE GOPY; REPRODUGIBLE WILL BE MARKED AND RETURNED. �C'�I.
<br /> L�
<br /> �q STRUGTURAL STEEL INGLUDIN6 PLATES, AND ROLLED SHAPES, SHP�LL GONFORM TO /-�STM A36, �y= 36 K51 STEEL PIPE SHALL �
<br /> GONFORM TO ASTM A-53, TYPE E, OR S, 6RP�DE B, Fy= 35 KSI STRUGTURAL TUBIN6 SHl�LL GONFORM TO �STM A500, �y= 46
<br /> SHOP DRAWINGS �UBMITTALS PROGE55ED BY THE EN6INEER P.RE NOT GHANGE ORDERS. THE PURP05E O� SHOP DRf�WIN6 K5M BOLTS SHALL GONFORM TO ASTM A307 EXPF�NSION SHALL BE "PARABOLT" OR APPRO�/ED EQUAL INST�LLED IN STRIGT
<br /> SUBMITTALS BY TME GONTRAGTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE GONTRAGTOR UNDERSTANDS THE DE516N AGGORDANGE WITH THE MAUFAGTURES'S PUBLISHED REGOMMENDATION. �
<br /> GONGEPT, THAT HE DEMONSTRATES HIS UNDERSTANDIN6 BY INDIGATING WHIGH MATERIAL HE INTENDS TO FUR�115H AND INSTALL EXPANSION BOLTS SHALL A5L0 BE SIMP50N STRONG BOLT (IGG-ESRIT) INST/�LLED PER IGG-ESi� REQUIREMENTS
<br /> AND f�ND BY DETI�ILIN6 THE F/�BRIGATION AND INSTALLATION METHODS HE INT�NDS TO USE. IF DEVI,4TION5, DISGREPANGIES, �
<br /> OR GON�LIGTS BETWEEN SHOP DRAWIN6 SUBMITTALS AND THE GONTRP�GT DOGUMENTS ARE DISGOVERED EITNER PRIOR TO OR �
<br /> AFTER SHOP DR/�WING SUBMITTALS ARE PROGESSED BY THE ENGINEER, THE DE516N DRAWNINC�S P�ND SPEGIFIGP�TONS SNALL 20. ALL WELDIN6 SHALL BE IN GONFORMANGE WITH A.1.5.G. AND A.W.S. STANDARDS AND 5H?�LL BE PERFO(�MED BY W.R.B.O.
<br /> GONTROL P�ND SH/�LL BE �OLLOWED. GERTIFIED WELDERS USIN6 E�lOXX ELETRODES. ONLY PREQUALIFIED WELDS (F�S DEFINED BY A.W.S.) SHALL BE USED. W�LDIN6
<br /> OF 6RADE 40 REIN�ORGING BARS (I� f2EQUIRED) SHALL BE PERFORMED U51N6 E70XX ELETRODES � PER ASTM A706. W�LDIN6
<br /> WITNIN 4" OF GOLD BENDS IN R�INFORGIN6 STEEL IS NOT PERMITTED. SEE REINFORGIN6 NOTE FOR Mf�TERIAL REQUIREMENTS OF �
<br /> WELDED BARS. �
<br /> SHOP DRAWIN6S O� DESI6t� BUILD GOMPONENTS INGLUDINC� STf�iRS, AND EXTERIOR GLADDIN6 SHALL INGLUDE T�iE DE516NIN6 F1j
<br /> PRO�E5510NAL ENGINEER'S STAMP, STATE O� WASHIN6TON, AND SHALL BE APPRO�/ED BY THE GOMPONENT DESI6NER PRIOR C�
<br /> TO GURSORY RE�/IEW BY THE EN6INEER OF REGORD FOR LOP�DS IMP05ED ON THE BA51G STRUGTURE. TNc GOMPON�NT
<br /> DESI6NER IS RESPONSIBLE FOR GODE GOMFORMANGE P�N f�LL NEGESSARY GONNEGTOINS NOT SPEGIFIGALLY GA!!ED OUT ON
<br /> RRGHITEGTURAL OR STRUGTURAL DRAWINGS. SHOP DRAWIN65 SHflLL INDIGATE MA6NITUDE AND DIREGTIO�1 OF AI � LOADS
<br /> IMPOSED ON BA51G STRUGTURE. DE516N GALGULATIONS SHALL BE MADE A�/AILABLE UPON REQUEST. ���
<br /> �,K �3�F'�'II�,TG
<br /> " P.O.Box 2972
<br /> GEDTEGHN I Gf�L
<br /> 0o invi e, a.r ingtan
<br /> 98072-2972
<br /> 12. FOUNDATION NOTES: 5UB6RADE PREP/�RATIQN INGLUDING DRAINAGE, EXGAVATION, GOMPAGTION, AND FILLING REQUIREMENTS, Phone:(206)972-8317
<br /> � SHALL GONFORM STRIGTLY WITH REGOMM�ND�TIONS GIVEN IN THE SOILS REPORT OR A5 DIR�GTED BY TNE SOI�5 �rlGINEER. Email.•craig@sixdrafting.com
<br /> FOOTIh165 SHALL BEAR ON SOLID UNDISTURBED EARTH (GONTROLLED, GOMPAGTED STRUGTURAL FILL OR BOTH) AT I �qST 18"
<br /> BELOW LOWEST ADJAGENT FINISHED 6RADE. �OOTIN6 DEPTHS/ELEVATIONS SHOWN ON PL�NS (OR IN DETAILS) AR� MINIMUM Pro�jectNo. �6-250
<br /> AND FOR GUIDANG� ONLY; THE AGTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE GONTRAGTOR I�! TN� FIELD
<br /> WORKING WITH THE TE5TIN6 LI�B AND SOILS ENGINEER. BAGKFiLL BEHIND ALL RETf�ININ6 WALLS WITH FREE DRAIr11NG
<br /> C�RANULAR �ILL AND PRO�/ID� FOR 5UB5UR�AGE DRAINA6E A5 NOTED IN TNE SOILS REf'ORT. -
<br /> Sheet No.
<br /> O� 8
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