|
¢�
<br /> P.C.PANEL '`•''� SPRINKLER SUPPORT NUTES CONTINUED:
<br /> ,- 3.ALL MA�IVS RUNNING I'ARALLE�TO THE JOISTS MUST BE: STRUCTURAL STEEL_ G E
<br /> A.PLACED MID-WAY BCTW�EN TWO JOIS'fS AND BE TRAp�zED SO BACH JQIST SUPPORTS q6 0 pN)STRUCT'URI1�(,ST�EEL�SECTIOIVS SHALL CONFORM TO ASTM AS00,GRADF B(Fy� N E R A L N O T E S
<br /> � HALF TH�LOAD. OR WID�FLANGE BEAMS SEC'I'1QNS SH .
<br /> AS'I'M A492,rRADE 50(Fy=SO,OOQ psi).AtL OTHER STRUCTURAL STEEL HALL�pNFORM TO CODE.INTERNATIONAL BU[LDING COD��2pQ6 CDITiON
<br /> • B.SUPPORTED AT 10'-0"ON CENTER MAXIMUM. ASTM A36(�y=36,00�psi)OR ASTM A992 GRADE 50(Fy�SO,QQO si.APPLY PRIM �
<br /> �� � ` h� ER COATS P�R LiVE LOADS:
<br /> ` . ' . `�' AE�CHITECT[TRAL SPECIFTCATION5.WELDS NOT SP�C[FIED SHALL 8�3/16"CONT�NUOUS ROOF..............................
<br /> 4.USE THE FOLLOWINO WEIGHTS FOR SPRINKLER VCRTICAt SUPPOR'T D�SIGN:
<br /> '� �� ����'� �''"� FILI,ET MINIMUM.AL.L WEI,DS 7'0 8E IN ACCORDANCE W1T .25 PSF SNOW LOAD
<br /> PtPESIZB �f'TpE!?FO�T NANGERVERTICALLOADEXAMPLE: HAWSDl.IANDHYWABO WIND..... ����������
<br /> 8" ................................ �
<br /> � 51� GIVEN:8"DIAMC�'CR MAIN-- CERTIFIED WE[.DERS.USE FR�SH E70XX LOW NYDROGEN ELECTRODES. ��••.•g5 MPH ZON��EXPOSURE"B"�Tw a 1,4
<br /> �4"CONT. SUPPORTS AT 5'OIY CENTER MISC�LLANEOUS STEEL CONNEC SEISMIC DESIGN INFORMA'f[ON•
<br /> GROU�Np, p'eA' '� 32# FIND:HANGER DCSIGN LOAD 70RS TO B�SIMPSON,OR APPROVED�QUAL.NA[L ALI, $s= a � �
<br /> � } � BLOCK OUT 5" HOL�S WITH NAILS AS SPCCIFI�D BY MANU�ACTU �2S'��0 S�s=0.834
<br /> 24�t SOLN:SIi1/FT X 10'=510l1 RER UNLESS SfiOWN OTHERWISE ON S��44.4% � �
<br /> UPPER FTG, '�" 17# ADDN'L PER NFPA�13=250# ��W�NGS.MACHINE BOLT5 TO BE A3Q7;HIGH STRENGTH BOLTS FOR STEEL TU STEEL Cs�0.167 SD���4��
<br /> FOR PAfVEL „ :�.�
<br /> �����'c�;: 3-1/2 Iq# TOrAL SUPPORT DESfGN LOAD=760#/HQR CONNECTfONS SHALL HB A5�'M A325N;EXPAN5IQN DOLTS 1NT0 CONC�tETE SHALL BE R�5.00
<br /> x�+��'`' SIMPSON"STRONG-BOLT"(MANUFACT'URED AND INSTALLED�'ER ICC REPORT ESR-E 771 1���,p nO a�.5
<br /> �f+ DA?'ED MARCN 2007)OR APPROVED E UAL,CON
<br /> ���. Q CRETE SCREW ANCHORS SHALL BE TiTEN SITE 501L CLASS=C
<br /> ��,,,. �I_i�,_��i I f I' ALL HANQERS TO BE D�SIGN�D,SUPPf.IED AND INSTALLED BY'CHE SPRINKLER SUPPLIER. HD SCREW ANCHORS AS MANUFACTURED 9
<br /> �"'''�F� Y S I M P S O N S'I'R Q N G-T I�C O M�'A N Y,i N C S E I S M I C DES�GN C
<br /> '�'�� (M A N U FACTURBD AND INSTAI.LED PER ICC R�PORT ESR-1056 ATEGORY=D 11911 NE 1st Street�SUIt@�03
<br /> �Arir�:��P L A N P•C,P A N E L �4"CONT. 5.S P R i N K L E R I.A TEitAL SWAY BRACING(AT 90 D�GREES TO MA1Ny TO B�: ).ANCHQR RODS[NTO SEISMIC US�GROUP�D
<br /> ���� GROUT(TYP.) �•Sp�CED A MAXIMUM OF TWICE THE VERTICAL SUPPORT SPACING. CONCRETE AND/OR MASONRY SliALL BE GRADC 36 MAiYUFACTURED AND INSTALLED PER
<br /> r�+'+�. ASTM F1554.ALL ANCHOR RODS/BOLTS ATTACHING PRESSURE TREATED WOOD PLA'�ES TO B@�IG'VIJB�WA 98005
<br /> �_�:��' MATCH CONT.1'-0' B.BRACED FRQM THE MAIN T�A ROOF STRUCTURAL MEM�ER WITH CONNECT'IONS CONCRCTE OR MASONRY SHALL I3E HOT DIP FOUNDATIONS:
<br /> -�"�:'- PER PIAN REINF.7HUS DESIGNED AND�]�fSTA[,i.ED BY TH�SPRIIVKLER SUPPL�ER. AED GALVANIZED.MINIMUM EMB
<br /> Yµ.I . EDMENT�OR FOUNDATION DESIGN PER REPORT�ES-0692 DATED�EBRU 425 646 1818(fax)425 fi4fi 4141
<br /> �".'�'��' ?'-0" C.DEStGNEp FOR A LATERAL LQAD OF THE VI�IGHT PER FOOT OF HALF'I'HE WATER O t RWISE AL NA1�LS ATTACHING O PRESSURE TREE�911.2,UNLBSS lIVDICATED ARY 6-07,BY FARTH SOLUTIQNS.
<br /> ALt FOUNDATION WORK PER THIS RE�ORT.ALLOWABLE S(?IL BEARING 300p PSF'PER
<br /> :,i��,. PER!'LAN FTLLED PIPE WCIGHT'CIM�S THL SWAY BRACE SPACINO, ATED WOOD MEMB�EtS SHALL BE HOT REPORT.ALi.BXTER�OR F
<br /> DIPPED GALVANIZED.ALI,ANCF�QR BOLTS FOR 51LL PLATES SHALL BE PROVIDED WITH 3"X ADJACCNT GRADE.SOILS ENGINE�R TO 1NS E�IMUM�F[8 INCHES BE[.OW LOWESI"
<br /> '� 5.THE SPRINKLER DESIGNER 1S TO PRQV[DE Ti�E CQNTRACTpR,ARCHITECT AND JOi5T 3��x 3/16"THICK{MIN}�'LAT�WASHERS. CT AND APPROVE FOUNDATION EXCAV
<br /> _ r {PER PLAN) �I o� PRIOR TO POURING.ALI,FOOTINCiS SHALL BEAR ON 2'-0"MfNIM �T�ONS
<br /> � MANUFACTURER WITH DETAILS O�HANG�[�AND SWAY BRACE ATTACHMENTS WITH STEEE,JOIS STRUCTU UM OF COMPACTED
<br /> �I I I,;�I I I�, _�� DE51GN LOADS,SO THESE LOADS CAN BE DESIGNED IN7'O TH�,�OISTS,ETC. TS AND JOIST GIRDER5; FtAL FiLI,.ALE.S[,ABS SHALL BEAR ON 1'-Q"MIIVIMUM COMPAC"T�D STRUCTURAL
<br /> STEEL JOIS7'S ARE TO BE DCSIGNED AND FABR(CAT�D IN ACCORDANC�WITH THE AMERICAN REQUIREM NTS,FI LRPLACEM NT R��TH�SOILS REPORT FOR SPECiFIC FII.L
<br /> �t P�R PL4N) INS'CITUTE OF STECL CONS'I'RUCT[ON SPECIFICATIONS,13TH EDITION AND S'TANDA QUIREMENTS,PRELOAD RE U1REM
<br /> CONT.REINF. L� 7.THE ROOF JOIST D�SIGNER TO PROV[DE AND INSTALL ADD1TlONA[.BRACES TO TAKE RD E �
<br /> 'fHE SPECIf�1CAT10NS FOR STEEL JOISi'S AS ADOPTED BY THE STEEE,J013T 1NSTITU'I'E.JOIST ADDITIUNAL INFORMA7ION. Q NFS AND P,��A T T o! �
<br /> PER FDN. � I I 1.�11(���I- SWAY 9RACE LOAD FRUM THE SWAY BRACE INTO TNE ROOF DIAPHRAGM. N I�
<br />� SECTIONS --- . MANUFACTURER T O P R OVIDE ALL BRIDGING AND BLOCKING,BOTH PERMANEN ��I
<br /> ����-��� SHOP DRAWINCS,
<br /> EFtECTiON.SHOP DRAWINGS AND DESIGN CALCULATIONS,S'FAMP�D HY A I.[CE SEDD SLABS ON GRADE: �p N s T�t u c T i n rr.�N c.
<br /> MA7CH MATCH FTG �• CONT,REINF. SHOP DRAWINGS FQR TH�F(}LLO W I N G I T E M S S H A L L B E S U B M I T 7'E D T O T H E A R wASHINGTON STRUCTURAL E N G I N E E R,A R E T O B E S U H M I T T E D F O R R E V I E THE SLAB ON GRAD�F O R T H I S P R O l E C T I S T Y p I C A L O F O T H E
<br />� CONT.REINF. � P E R F p N --- Cl�ITECT AND FAHItICATION.SHOP DRAV4'INGS WlLL NOT 8�REVIE W r�OR TO FLOOR LOADING AND SOIL CQNDI7IQNS C R gUILDINGS WITH StMILAR �� �`��
<br /> w/CORIVER. R E I N F.T H U S �� STRUCTURAL ENGINE&!�FOR REVIEW pRIOR TO FABRICATiOIV.SHOP DRAWINGS CONSIS7ING A LICENSED WASH(NGTON STAtE wED UNLESS THEY i3EAEt TF4E STAMP O� BEEN DES�GNED�OR ANY ONST'RUCTBD IN THIS AREA.TH�SLAB HAS NOT �640�SOUTHC
<br /> Z_Q. S�CTIONS(TYP.� ��_6„ �.5 H 4F REPRODUCTIONS C1R COPI�S OF ANY PORTIONS OF THE S7RUCTURAL DRAWINGS WIL[, THE SAM��NGINELR ARE� STRUCTURAL ENGINEER AND CALCULATiONS STAMPED BY 1NDUSTRY STANDARD SPECI�tC L�VE LOAD AND HAS B�EN DETAILED T'O MEET I,OCAL ENTER P KWY
<br /> BARS TFlUS:N 1��6" NOT HE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED S BMITTED ALOIVG WITH S FOR SIMILAR BUI
<br />� CONT.FTG. BY THE STRUCTURAL ENG�IVE�R AS SHALI,MEE'I'O THE SHOP DRAWINGS.DESIGN CRITERIA INCLUDE �.D�NGS.NO CONSTRUCTION LOADS HAVE B�EN
<br /> 2-s BEYONI] �'2��JOIN7 SUCH. R EXCEED THE FOLLOWING:
<br /> D IN THE DESIGN OF THE FLOOR SLAD. SU�TE 5QZ
<br />� ��RE(NFORCINGST�EL SEATTLE,WA 98188
<br /> p TI N ROOF JUIST,,,,,,,,,,,,,,,,,,,,, THE CONT�tACTOR SHALG REVI�W W[TH THE SOILS ENGINEBR TN8 CONSTRUCTfON I.OADIN(3 `
<br /> � � a)structura!concrete elemcuts is,beams,waTls,cof�ftgs,etc. •••��•�•••..•.....LOADIIYG--TOP CHORD..................25 PSF L.L.PLUS OF THE SLAB AND SOILS BELOW.HE SHALL TAKE TH�NECESSARY
<br /> � 2)STRUCTURAL S7EEL IT�MS 9 PSF D.L. MEASURES TO INBURE �
<br /> B)STEEI,IOISTS&GIEtDERS THAT THE SLAB AND SOILS DELOW WILL NOT BE AFFECTED OR DAMAGED BY THE
<br /> � P --BOTTOM CHORD........6 PSF D.L.
<br /> � CONSTRUCTION LOADING.THE CONTRACTOR SHALL ADD ADDITIONAi.CONCRETE, �
<br /> THfi�NC3INEER O�RECORD WILL REVIEW SHOP DRAWIIYC}g FOR DESIQN INTENT ONI,Y. R�F 10IST,,,,,,,,,,,,,,,,,, REIN�'ORCING AND UPGRAD�JOIiVT DETAILING AS REQUTRED FOR HI5 LOADING.
<br /> ..................DEFLECTION--Li�'E LQAD.................U360
<br /> VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE --TOTAL LOAD.............I./240
<br /> CON'TRACTOR AND ARE NOT GUARANTE£D BY THE ENGINEER OF RECORD,DRAWINGS FOR STfiEL JOtSTSUPPtlERSNOTE: CONTROL JOINTS SHALL BE SOFF CUT JOINTS P�R THE DE1'A1LS ON THE STRUCTURAL
<br /> COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHAI.L B�AR THE STAMP�F A THE JpIST CONFIGURATIONS,INCLUD[NG DfiPTHS AND SPACINCi�SHOWN ON TH�D D�WINGS.JOIN'TS SFIALL BE CUT 0 TO 2 HOURS AFTER FINAL�iNISH AT EACH 1QINT
<br /> JOINT LOCATION AS REQ�D JOINT�OCATION PER LICENSED WASHINGTON STA'fE S'TRUCTURAL ENGINEER AND BE SUBMI'ITED TO THE �-�ATION{AS SOON AS THE SLAB WILL SUPI'ORT THE SOFF CUT MACHINE AND
<br /> STRUCTURAL ENGINEER FOR A CURSORY REVIEW�OR COMPLIANCE WITH THE INTENT OF OS IBLE,1F A101ST�MANU ACTUREIt(S U ABL�O M E T HE LOMP�IED WITH WHERE'��R THE OFFCUT SYSTE[yW[TN�HE SO�F-CUT INTERNATIONAt,fNC.iNSTRUCTIONS FOR
<br /> OR SiAB pLAC£MENT. FOUNDATION PLAN THE STRUCTURAL DRAWINGS AND FOR LOADS IMP05�D ON THE BASIC STRUCTUItE
<br /> MUST BE LOCATED TO .THE SPECIFI�D W(TH THE dOIST CONFIGURA7'IOIV INDICATED� ��QUI�MENTS ���SHUTLER
<br /> l�i"�x3'-0"SMOOTH ��
<br /> „ REPLAC£A S.J.SHOWN �4x3�M Q"DOWEL 1 COMPONENT DESIGNER 15 RESPONSIHLE FOR CODE COIVFORMANCE AND ALL NECESSARY TO THAT AFFEC'�TO THE ARCHfTE HE IS TO SUBMIT WRITfEN NOTICE CONCRET�: _�
<br /> DOWEL�24 p,c. O 24 o.c. C�NCRET�SLAB CONN�CTIONS NOT SPECIFICALI.Y CALLED OUT ON ARCHITCCTURAL OR STRUCTURAL C�p�10R TO SUBMITI'ING A COST PROPOSAL OR B[D, ALL CONCR .._�CONSULTING
<br /> CUT BOTH END5 WiTHOUT I ON THE FOUNDATION PLAN. PER PlAN DRAWINGS.SUBMISS[ONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPI• 6TE SHAI.L BE STONE-AGGR�GATE CONCRETE H V
<br /> iF A DIFFER6NT SYSTEM I5 PROPOS�p THAT REQUIRES REVISIONS TO P APpR�XIMATELY 145 POUNDS PER CUBIC FOOT.28 DAY COMP�NG A UIVIT WEIGHT OF ���ENGINEERS Inc.
<br /> FLARE dt GREASE ONE END CONCRETE SLAB REPRODUCIBLE WILI,BE REVIEWED AND I'iETURNED.SHOP DRAWINGS MUST BE REVIEWED FRAMING OR RESENT STRUCTURAL AS F RESSIVE STRENGTN SHAL,L BE
<br /> PER PLAN AND STAMPED BY THE CONTRACTpR PR[OR TO REVIEW By THE�NGINEER, DETAILS,SUCH SYSTEM SHALL BE CONSIDERED SUBJ�CT TO THE APPROVAL OF OLLOWS: 12303 Hel-Red Road�Suite 100
<br /> • , THE OWNER,ARCHITECT AND ENaINEER. Bellevue�llaehfn ton Q�005
<br /> SHQP DRAWINGS AIt�AN AID FOR�IELD PLACEMENT AND AltE SUPERSEDED 8Y THE Pc=3000 ps3�'OR FOOTING5 {425)450-4075 FAX:�425)4b0-4078
<br /> ' • •. .� HOLD?1�" IT IS THE RESPONSIBILITY OF THE GCNERAL CONTRI►CT�R AND JOI fc�4000 psi FOR PR�CAST VIiALL P/IN�LS
<br /> 0 0
<br /> o.�O o tl CLR. b,��o STRUCTURAL DRAWIMGS.IT SHALL�E THE RESPONS[BILiTY OF'T��E GENERAL CONFRACTOR VERIFY THE W�IGHT AND LOCATION ST MANUFAC'I'URER TQ Fc�4Q()0 psi�OR AL�,SLABS
<br /> �`�},����� �j�\/���� TO MAKE CERTAIN i'HAT ALL CONST'RUCTION 1S IN FULL AGREEMENT WITN T13E LATEST S OF ALL MECHANECAL EQUIPMENT pftIOR'�O ON GRADE.DESIGN MIX FOR SI.ABS QN GtU1DE SHAI,L
<br /> SUBMInINa SHOP DRAW1NG5.IT SHAI.L BF pROVIDE A MIX WITN Q7008
<br /> �/\/\\ ///// � RE�NFORCENG STRUCTURAL DRAWINGS. .HOTED R�f THE J015T MANUFACTURER'S BID A MAXIMUM SHR�NKAGE OF d.03%AT a2 DAYS. AiR dghta reserved.No parl oi lhis document may be
<br /> /��//��//��� RE�NFORCENG \�j\��\\j\ PER P�AN WHETH$R OR NOT AN AI.LOWANCE NAS BE�N MADE FQR MECHANICAL UNITS. 7'NE FOLLOWING IS A M�X DFSIGN THAT HAS BEEH US�D IN 7HE PAST.THE reproduced,�n any rorm or b an meana witnou
<br /> \�j\//\// PER PIAN SUgGRADE PER �\��\�/\�/`
<br /> SUPPLIER IS TO VERIFY THE AD�QUACY OF THIS DESIGN FOIt THEIR 9 Y y ng Engineers,�nc.
<br /> BGRADE PER \�\/\/� �\\�\\��\ SPECIAL CONDIT10N5: psrmiaebn�n wrtt�n trom 5hutler Conault�
<br /> �\\\ SO��S REPORT �/��//\�/��� �'ttAMING LUMBER: BASE VALUF,S MATERIALS AND MIXING CAPABILITIES AND SUBMIT A PROPOSED MIX
<br /> SOILS REPORT `�/������ l CAPI�.LARY BREAK DUR�TIG CONSTaUCT10N'T��E CONTRACTOR SHALL PRQVIDE ApEQUATE SHORINCi, D�SIGN ANp BACKUP D
<br /> �/l\�/�\�/� CAPELLARY BREAK ' BRACING, LUMBER NOT NOT�D SHA�,L BS D.F.�2 OR�ETt'�R................................Fb=900 s� ATA TEN WORKING DAYS MMIMUM nR�OR
<br /> ' =I I I-!I�� P�R SO�LS REPORT �„�I I��r�l�� PER SOILS REPORT AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL,STATE AND p Fj TO THE
<br /> -�"-��� I.00AL CODES.CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS M AL[.GRADES StiALL CONFORM TO WWPA WESTERN LUMBE RST SLA�POUR.
<br /> CEMENT TYPE I-II.......................350 POUNDS �
<br /> � �LD.OHTAIN ARCIiI'C�CT'S APPROVAL PRIOR TO ALL�IELD CHANG�S.SEE R GRAD�NG KULCS--2005
<br /> TI T ARCHIT�CTURAL DRAWINGS FOR ALL FLOOR AN�WALL OPENING DIM�NSIONS AND EDITION.ALL BOLTS H�ADS AND NUTS BEARING AGAINST WOOD SHALL BE PROV�DED WI FLY ASH.......................................70 POUNDS
<br /> � LOCAr10NS,FLOOR AND WALL FINISE�ES,ETC. T� BUILDING SAND........................I�375 POUNDS "�"' �-
<br /> STANDARD CUT WASHERS EXCEP7'AS NQTED FOR ANCHOR BOLTS UND�R STRUCTURAL
<br /> S7'�EL SCCTION.A�.L WOOD IN CONTACT WITH CONCRE'FE OR MASONRY SHALL BE 3/4"x#4 GRAVEL.,,,,,,,,,,, l,025 POLJNDS
<br /> .........
<br /> TE:SAW CUT EVERy MECHANICAL FIRE PROTECTION AND ELECTRICAL SYSTEMS: p�55UR�TREATED.MAXIMUM MOI5IURE CONTENT 19%A7'INSTALLATION�OR A[.L �-�n"x#4 GRAV�L.....................1,025 POUNDS
<br /> OTHER SIAB 8AR AT IT SHALL BE THE G�NEItAI.,CONTRACTOR AND/OR SUB-C�NTRACTOR'S RESPONSIBILITY TO LUMBER. WAT��•�.•...................................242 POUNDS '
<br /> i V4"x 16"SOFF 4'-0"TYP. JOINT LOCATiON PER PLAN 1Y���6"SOFF THE JO1NT LOCATION. PERCENT EN'i'[tAPPED AIR.............I.S%
<br /> CUT JOINT(SEE dc�PIP�DOWEL CUT JOIN�(S€E PROVIDE ALL N�CESSARY CNGINEERING AND CQNSTRUCTION DOCUMENTS FOR TNEIR WOOD SH�ATHING: ---�---
<br /> STRUCTUFZA�NO��S� r STRUCTURAL NOTES} �--JO�NT LOCATION PER PLAN AND MODIFI�CAK7'IONS O TNE BA IC STRUCTURAL YS'TEM SHOWN OIY T ESE CONSTR�W R�F S�IEATHING......LS/32"OS8 STRUCTURAL I PANCLS WITH STRENGTH AXIS WATER REDUCE�t(COMPLY WITH ASTM C-494)16 Oz.PER CUBIC YARD OR
<br /> AS REQUIR�D TO MAiNTAIN A a"+/-�^SLUMP. �----
<br /> CONCRETE SLAB „ � CONCRETE$Vqe �UMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED AY THEIR��N PERI'ENDICULAR TO SUPPQRTS W/�XTERIOR GLI1E....,iND�X 32/fb CONCRETE IN AI,L EXTERIOR S[,ABS t0 BE A�R ENTRAINED° o�
<br /> HOLD 11�t"CLEAR HOLD iX� 6/o PLUS OR MINUS 1 ro.
<br /> P��p�'�'N CLEAR � PER PIAN SYSTCM.
<br /> AI.L PLYWOOD SHALL CONFOltM TO U.S.FRODUCT STANDARD P,S.1-07.ALL O.S.B.SHAL�
<br /> 46 FROM JOINT • � CQNFORM TO U.S.PRODUCT S7ANDARD P.S.2-04.NAILING SHAGL 8E CONCR�TE SUBMITTALS SHALL C�NFORM TO ACI SEC'Tt N
<br /> (EACH SIDE) . �" � , . . • AS INDICATED ON PLAN. ALL CONCRETE SHALL BE IN ACC �1905.MIXING AND P�.ACING OF
<br /> ' 'a ' ' °�' NIGH SNEAR DIAPHRAGMS SHALL HAVE SE'ECIAL INSPECTIONS AS OUTLiNED BELOW, D�ANC�WITH THE IBC AND AC�COD�318-05. `�'""
<br /> 0 0 �� ' '4� � � CONTRACTOR I5 TO CALL THE�NCiINEER 7'O SCHEDULE SIT'� PROPORTION OF AGGREGATE TO CEMENT SHALL B
<br /> ���� REINF, ER Pl„AN o�o o.o VISIT PWOR 1'O E AS SUCH TO
<br /> SNEATHING. COVERING RUOF WORKABLE MIX WIT PRODUCE A DENSE, �_
<br /> � REINF. ER pLAN , H A M
<br /> " M �%\�%1\ CUT REINF.A�JOINT °�•��� AXlMUM Si.UMP OF 4 lNCHES,WHICH CAN BE PLAC�D W[THOUT
<br /> 1��PIPE DQWEL O 2�4 o.c. //////� � \' SEaREGATION OR EXCESS�'ItEE SURFACE WATER.3/4"CHAMF�R ON ALL EXPOSED
<br /> (MATCH REINF.STEEL SPACENG) \�j\��\�\; �(NSTAL�P1pE pQW�l, /��j�///\ CUT EVERY O�HER PRECAST PANELS: CONCRETE EDGES UNI,ESS INDICA?ED OTNERWiSE ON ARCHITEC �
<br /> ������ PER MFR S REOUIREMENTS CAPILL4RY BR�AK \//\;/\�j/\; REINF.BAR fiOR COI,UMN BASES SHALL BE°HI-F�LQW GROUT��AS MANUFAC FU�L D�WMGS.GRour�._ 4-4-pB PERMrT RESUBMITTAL
<br /> AS MANUF'ACT�{��p BY GREG \\\\ �/�/�/� PANEL LIFTING S'I'RESSE5 ARE TO SE CN�CKED 8Y THE CONTRACTOR AND HE SHAL�, NRED I3Y THE EUCLID
<br /> CARP�NT�R CONRETE,INC. ���������' PER SOILS REPORT \\\\ AROVIDE RErNFORc1NG STEEL AS REQUIRED FOR HIS METHOD OF HA CHEM1cAL CO.OR APPROVED EQUAL.
<br /> .\�1\�\\, SU6GRADE PER �//�//�//�, NDLING AND EIt$CT[ON 2-15-08 PERMIT SUBMITTAL
<br /> INS7'AL�P�PE DOWEL AT I�„I+�i r il I' SOILS REPORT .��\���` SUBGRADE PER OF PItECAST I'ANELS.USE STRONG9ACKS AS RE
<br /> MIDDEPTH OF SlAB, I j�I I��I�SOILS REPORT CONTINUOUS GROUT BETWE�N PAN QUIRED AT fiXC�SSNE PANEL OPENINaS. EPDXY: �Mo. ��� +�
<br /> ���� EI.S AND FOOTINGS TO BE"EMSECO"MASTER FLOW�1713 EPDXY F�R FASTENiNG ANCHOR BOLTS AND REBAR INTO EXISTING
<br /> CAPILLARY BREAK BY MASTER HUILDERS,INC.OR APPROVED EQUAL.SEE DRAWINGS FOR ADDITIONAL NOTES TO B CONCRETE OR MASON •
<br /> PER SOILS REPO T RE�ARDING PRECAST pANEL5, E HIT HY1 SO ADHCSIVG AS MANUFACTURED BY H1LTI�INSTALLATION SNAI.I.BE RY
<br /> DRILL�D HOLES PREPAR�D IN ACCORDANCE WITH MANUFAC'fURERS SF�C1FtCAT10 S AND
<br /> T • •' T �, � ZNSPECT[ON5: ICC REPOR7'ESR-1967 � .
<br /> � �QR EpQXY SNALL BE SET ADHESIVE ANCHOR AS MANUFACTURED HY
<br /> _ A COPY OF A LL[NSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIR�D INSPECTIONS PREpARED IN A CORDANCE WITH MANUFACTURER SPEALG B�M DRILLfD HOI.ES
<br /> , SHAGL 8E SUBMITTED'TO TH�8UILDING DEPARTMENT,SNUTI.ER CONSULTINQ ENGINEERS� ESR-1772,OR�PO?(Y SHALL BE ACRY CIFICATIONS AND ICC RLpORT �
<br /> TH�OWN�R AND THE ARCEIIT�CT BY THE TESTING AGENCY�OR R�VI�W.'fHE TESTtNG SIMPSQN S7'RONG-TIE COMPANY,�NC.,IINSTALLAT ON ANCHO[t AS MANIlFACTURED BY '
<br /> AGENCY SiIALL H�AN INDE�'ENpENT TESTING AGENCY APPROVED BY THE HUILDIN� SHAI.L nC IN DRILLCD NOLES
<br /> DEPARTM�NT'.'I'H�FOLLOW[NG INSF�CTlONS SIiALL BE PROVIDED AS A MIIVIMUM; pREPARED IN ACCORDANCE WITH MANUFACTURERS SPECIFICA710NS AND iCC REPORT .H
<br /> TYPICAL FTG.REINF, �„���;. ADDITIONAL INSPECTIONS AS REQLIIRED BY THE BUILDING DEPAR'1'M�NT SHALL ALSO f3E �R-5791 Q
<br /> P�RFORMED,JOB S[TE VISITS E3Y THE FIVGINC�R UO NOT CONSTITUTE AN OF'�IC�AL ? ��y/�
<br /> ��,;�;a' yc�
<br /> lr��'S` 1NSPECTTQN. REIN�ORCING STEEL: O
<br /> RCH. {��'�`'� ALL RETNFORCEMENT SHALI,CON�ORM TO ASTM �
<br /> (7'--Q"MAX.} RAIN LEADER ( ��`"�� � A615.(SEE BELOW FO , .
<br /> PER ARCH. '"`"�'' SQII.S ENGINCER TO TAKE COMPACTION TESTS WfTHIN BUILDINC3 AREA IN ALI.FlLL AREAS. REIN ORC ORCING SHALL HE GRADE 60(Fy=b0,000 ps�;Fs=24,OOD psi).�AP CON�INUOUS R �"
<br /> „•,�;,
<br /> r.��� BUMPER PER ARCH. ���`� COAlPACTIUIV TO 8F,AS REQUIR�D BY SOII.S REpORT. NG BARS M CONCRE'FE AS INDICATED�ELOW,SEE MASON[�Y S '�
<br /> EC'CION Ofi
<br /> er� .*:.Y,R� ,.
<br /> ��� �° � F STRUCTURAL NO�'ES FOR LAP LENGTH IN MASONRY,1'-7"M[NIMUM UNLES .n�f 3�757 0`��
<br /> �"p.C.PANEL �� o „ ��`^`;; OIJNDAT10N-- OTHERWISE.C�RNER AARS I'-7"B�ND)WII,L 8E PRnVIDED FOR S�OTCD �,���S����.��,
<br /> W/�4 O 14 o.c,E.W, '� }Y4 DOWELS.�O 24 o.c. REIN�'ORCEMENT.DETAIL STEEL IN ACCORDANCE WIT ALL HORIZONTAL S��N ����
<br /> •- � ''il� � 50IL5�NGINEL�R TO INSPEC7'FOUNDATION EXCAVATiONS PRIOR 7'O POURIN� H TNE ACI MANUAL OF STANDARD ��
<br /> "::� �'-g� NOT PERMI1TED o '�` FUOTINGS. PRACTtCE OF DETAILING R�1NFORC�D CONCR�'I'E S1'RUCTURES.WELDED WIftE FAB ��
<br /> RICTQ EXPIRES 11--28-
<br /> ;�;� �4 CONT. AT PAD FOOTINGS^ ,t� ����PEN� C�ONFORM'I'O ASTM A82 AND A185.WELDCD NEAD STUUS SHAl.L CONFORM TO AST 2009 �
<br /> _ � �NT'CLSTING LAB APPROVED aY THE ARCHITECT SHALL INSPECT CONC�ETE, t�55,0(�ps��. M A108
<br /> PAVING ` REBAIt,MASONRY AND HIGH SHEAR DIAPNRAC3MS AS FOLLOWS
<br /> PER ARCH. E�°;, 6"CONC.SLAB ��.:'�
<br /> `.�� {w/6yf 19�AIR CONTENT) �"� - ' MINIMUM LAP SPLICE LENGTHS
<br /> � CONCR�TE-- BAR SIZE Pc--_-2500 F c=3 0 0 U Pc-4 W 0
<br /> D RAWINGS.TION SEE ARCH. P.C,PANEL �'F�� INSPECT R�HAR PI,AC�M E N T P �� „ -�--- �
<br /> � #a f L t O R 7'0�'O U R I N G.T A K E 3 C Y L I N D E R S F O R E A C y #4 3� 2 8 2 5"
<br /> , „ ;���� CQNCRETG POUR,BUT NOT LESS THAN ONCE�O R C A C H I S O C U B[C Y #S 3 9'� 3 6" M
<br /> �� ARDS O� #6 �� 31
<br /> �`� '�'�' CONCRET� 47 43�� 37��
<br /> ?����`�' ,NOR LESS THAN ONCG FOR�ACH 50()0 SQUARE��ET OF SURFAC�AREA
<br /> � MATCH FTG. "��� FOR SLABS OR WAL�.S.TEST ONC CYI INDER AT 7 DAYS.TEST REMAtNtNG �� 68�� 6Z" 54"
<br /> ' � �t�r` #g „
<br /> Z � �-�� = REINF,�THUS ��°� CYLINDERS AT'28 DAYS.SLUMP,AIR CONTENT AND CYLINDERS P�R ACI S�CTI 78 7��� 62" CA
<br /> � ��c „ „ SINO ROAD
<br /> � . i .' a.' �`I��;�.;(+� � � r�.;.,�i} !405.6. �N #9 88 SO 69��
<br /> n „ �� CORPORATE PARK
<br /> 98 89 77
<br /> � ' � HIGN SHEAR p1Al'HRAGMS-- #I�
<br /> HIGH-LOAD D1APHRAGMS MUST I3E INSTALE.ED WITIi SPEC[Ai.INSPECTION,7'f�� THE FOLLOWING MIN�MUM COVER St�ALL HE PROVIDED FOR RF.�NFORC�MENT(UNLESg
<br /> � � , �' : COMPACTEp � ''���°:T'. INDICATED OTHERWISE ON DRAWINGS:
<br /> ' ''' SPECIAL 1NSI'CCTOR MUST INSPEC7'THE S7'RUCTURAL WOOp pANEI.SHCATHIIVQ TO � 22�8 WEST CASI NO ROAD
<br /> � � �4 �a.� STRUCTURAL FILL ryj"'��:
<br /> • �.'d,•"`� ASCCR7'AiN Wl�ETNI:R IT IS UF TFiE GRADE AND THICKN�SS SHOWN ON THE A CONCRE �/
<br /> � w ��-,��i,� P.C.PANEL ) TE CA3T AGAINS�&�'CRMANENTLY EXPOSED TO EV E R E
<br /> � . � � ' Q� . 4��CON7.GROUT _-- ,„,< APPROVED BUILDING PLANS,A�Dl7'IONALLY,TH�SP�CIAL TNSPECTOR MUST TT *►A 98204
<br /> M� -�I I7=I I I- ���. "�L� '',,:�;�": VERIFY 7'HC NUMINAL WIDTl�OF FRAMING .................................................................................... CE
<br /> � MEMBERS AT ADJO[NING PAN�L ED(l�S� EARTH .3"EAItTi�FA �
<br /> � THE NAIL OR STAPL�DIAM�TGR AND E.CN(3TH,THE NUME3ER OF FASTLNER LI ES� �� CONCRETE EXPOSEU TO EAFtT1�OR WEATH�R(CAST IN FORMS)
<br /> � � „ r „ RAIN LEADER w__.�;,.4^ CONT.FZG,
<br /> _ .��
<br /> ���'�" AND'�HAT S('ACENGS BBTWEEN FASTENERS IN EACH LIN�AND AT EDGB MARGINS #6 THEtOUGH#1R BARS.......................................... �
<br /> 2-0 i���O 24 o.c. PER ARCH, 2,�
<br /> 3-5 CONT.
<br /> AGRE�W1Tf1 T�iE APhRUVED�UILU[NG PLANS. �5 QARS&SMAtLER... ���������������
<br /> .. _,_ .........................................................t-l/z"
<br /> � �'��M �' •' C) CONCRETE NOT EXP05�D�'O WEATH�R QR IN CON�'ACr W�7'I!G
<br /> «
<br /> _SEE ARCH.DRAWING iF REQUIRED�
<br /> SP�CIAL INSPECTION S��ALL ALSO[3E SLABS�WALLS�JO�ST-�I I BAR&SMAI,I.ER................3l4" R��D
<br /> I'ROVId�D FOR ALL�'[ELD WEI.DING�f�1GH STRENGTH ---
<br /> � •d . BOLTINO,EPUXY AHD EXPANS[ON�OLT INSTAI.LATIQN AS REQUIRE�BY IBC SECT'10N 1704, ���MS&COE,UMNS....................... „,,,�_�n�� �us�M►o�PERMlT
<br /> .................................
<br /> D) PRECAST pANEtS
<br /> -I-- SPRiNKLER S[1PPURT NOTES:
<br /> �8 BARS&5MALI,ER................................................1"EXT�RIOR FACE nru:
<br /> -
<br /> �` D U M P STER a ETAI L -+I 1=I' IA.ALL SPRINKLEit PIPE[.A1tGCR TI�AN 3"NOMINAL DIAMET�R IS TO HE CONSIDEItLD A #9 SARS&LARG�R..................................................2"EXTCRIOR�ACE �EQ�
<br /> TYP I�AL FQ QTI N G B LO C � "MAIN"FOR�'NE PURPUSE OF�THES�NOTES. (SEE ITEM'C'AHO�'E FOR INTERIOR FACE.; -NDATION SEC:TIC)N�
<br /> � SCALE:�4"=1'-0" � B.THC H1DS FOR I3 . ERA�
<br /> WELDED REBAR: OSES
<br /> OTH THE SPRINKLLR ANU J015TS ARl:TO[NCLUD�ALL HANG�RS,BRAC�S, WELD�D R�BAR TO nE GRAUC 60 CON�'ORI�IING TO ASTM A706.(PEt�HEAT ALL Ci1tADE b0 ��� BM o�ArrN�r:
<br /> 0 T AT RAI N LEAD ERS L"�TC.,AND ACCOUNT FOR 7'HE LOADS INDICA7'ED.
<br /> � REBAR PRIOEt'f0 W�LD�NG.)L��FIZCSH E90XX LOW HYDOGEN ELE . Mrn+��Y:
<br /> 2A.ALL MAIiVS ltUNN1NG f'ERP�NDICULAR TO'T�IE 1Qi5TS ARE TO D�VERTICALI.Y CTROUCS 7'O WELD �H �eov�o�Y;
<br /> GRAD$GO R�[NFORCING;CONFORM TO f�ROCEDURES OF AWS D1.4,RECOh1hiENDED -
<br /> SUPPORTEb NO FARTI�ER APAR'1'7'NAN AT EVCRY 07'H�R lO1ST. PRACTiCES FOR�VELD�NG REINFORCiNG STEEI..REINFORCING TO IIE W�LDED SHALL NQT b�� 2`��_�$
<br /> HAVE CARI30fV CONT�NT IN EXCGSS OF.35°0.ALL�VELDS�'O DE HY WABO CGR7'IFI�D �HEi7 Mo: S�r O
<br /> B.EACE�JO[ST TIiA�'IS CROSSED dY A AlAIN IS TO�E DESIGNED F'OR'CH�VERTICAL SUI'PORT ����'DERS.
<br /> .� LOAD BASCp ON SUPE�ORTS AT 6VERY OT![ER JOIST. �o,�or Na Q7-rj3
<br /> C�NERAL NOTES CONTINUEb ADOVE LEF'C) 1 OF 11 ,'
<br /> �
<br /> SPRiNKL�R 5[1PPOR7'NOrES CONTINUCD ApUVC LCfiT)
<br /> 2208 W Casino Rd � •
<br /> ...�...E. B0802-018 ;
<br /> _. _
<br />� _ __ . _
<br /> . _ .
<br /> � M � .,.... _.
<br /> .s,..,,
<br /> � ...,..__.... . "
<br /> , .....,.�_
<br /> .,...-.,_...,.__.
<br /> .._
<br /> ...._...,..,,..�..N.�......,...,��,.
<br /> ,�.�„........._,_
<br /> ' _.:._,,...,»<��o..
<br /> .... . _,.. ... �,...........9.-ar+.rew7!#
<br /> � '
<br /> '� - �, ..� .. �
<br /> � .���. . . �. . .�
<br /> .. ";:.-�.>;:-�;�..,.� �: ..' . �
<br /> .,.�.:.:.�..;F...�'��.•.. .�., . .
<br /> - ......... �......-.....�.. .... ,..,. .�e ���.:.�v.. . �. �
<br />
|