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<br /> 01QQQ; GENERAL RE4UIREMENTS 03�04: CONCRETE 063t10: R�UGH FRAM�N� � 06l76: METAL P�ATE CaNNECTED W(}Q� TRUSSES � SHEET DESCRIP71(}N DA7E °�
<br /> THE STRUCTURA�. NOTES SUPP�EMENT THE PLANS AND SPECIFICATIONS, ANY DISCREPANCY FOUND CONCRETE CONSTRUCTION SHA��. CONFORM T� THE AMERICAN CONCRETE INSTITUTE STANDAftD ACk SAWN LEJMB�R SHALL CONFORM TQ WEST COAST LUMBER CNSPECTION BUREAl1 {WCLIB} "GRADING AND PREMANUFAGTURED PLATED WOOD T�EISSES SNALL BE M�NUFACTURER DESIGNEQ AND S�{A�L COMPLY �'
<br /> � BETWEEN Tf-IE QRAWfNGS, NOTES, SPECIFIGAT(QNS, SITE GONDITIONS, AC�D ARCHITECTURA�. PLANS � � �
<br /> 4 SHALL BE REPORTED TO THE ARCF{ITECT WHO SHALL CORRECT THE DISCREPANCY IN WRIT G 318-11 "B111�.DING COD� REQl11R�MENT5 FOR STRUCTtJRAL CONCRE7E . DRESSING R�J�ES" N0. 97 CATEST �DITION. SAWN LUMBER SNAL�. �E SAS AND SlJRFAGED DR(ED, 19 WI7FE TNE TRUSS PLAT� 1€�STITUTE (AN�IfTPI 1-20Q2, NATlC}NAL DESIGN STANDARD Ft�R METAL P�ATE 51.4 STRUCTt�RA� Nt7TES 41 f21 f16 i v�
<br /> IN . A�fY PERCENT MAXlMU�1 MOISTtJRE CONTENT. PROT�CT Ll1MBER FR�?M WEATHER AND PROVIDE FURTNER CONNECTEfI WOOD TRUSS GO�iSTRUCTIDN} AND (7SSC SECTI0�1 23{73.4. SH�P DRAWIN�S AND � 51.1 STRUCTIJRAL �fOTES AND �CHE�ULES 01 21 16 � t '
<br /> � WORK COMPLETED AFTER DISCOVERY �F TNE DISCREPA�ICY SHALI. BE OQNE AT THE CONTRACTOR 5 CEMENT AND GflNCRET� SHALL CONFQRM TO IBC SECTION 1903� ADMIXTIlRES SHAL� BE APPROVE� DRYING OF ASSEMB�ED FRAMING TO �ENIMIZE Wt�OD NRINKAG C�TE�TIAL.. � GALGEILATIO A `" F � � � E
<br /> � RfSK. �EFER TO ARCF�(TECTl1RAL P�.ANS F�R C1PENINGS, ARCHITECTURAL TREATMENTS, AND 5 E P ALL �tJMBER �XPQSED NS SN l.L 8E SUBMITTED P�R TNE REQUIREME�ITS OF SrCTIDN 01330, DESIGN FOR TFIE ��.2 SHEARWAL� SCFIEDtJ�E ANb D£TAE�.S 01/21 f16 i � E
<br /> � BY TH� ENGINEER �F RECORD AND SF[ALI� COMpLY W€TH ACI 318-11 5ECTIQ�! 3.6. GONGRETE T{} WERTHER OR IN CONTACT YJ�Ti-I GON�R�TE (�R MASf�NRY SMALL 8E PRESERVATIVE TREATEf} U.N,a. SPANS AND CaN�ITlONS �Ff(}Wl�f ON TME P�ANS, �OADS PER SECTION 01200, AND 11�E FOLLOWIE��. Si,3 t�(}LdOWN SCNEDkJ�.E AND DETAILS E
<br /> aIMENSI0N5 NOT SNOW�1. CONSULT MECF€�t�ICAL PLANS FOR DIJ�TS AND PEPES ETC. tJOT SNOWPI. EXFOSEd TQ FRE��ING AND THAWING SNALI� NAVE AN AIR ENTRAENING ADMI7CTEIRE CONFORMING TG PER �LAN. LllMB£R SPECIES, GRADE AND PROPERTiES FOR EACH 11SE/�OCATEON SHA�L BE AS RQOF F�OOR S1.4 SWSB DETAILS 01/21116 � '�
<br /> TOP CNORD �IVE LOAD SEE SECTION OI200 SEE SECTION 012d0 � � � -; �
<br /> � €BC SECTI�N 1904.2, THE USE tlF WATER SO�UB�E CHLORIf�E EC}N SHALL NOr B� IJSED. . �OLLOWS U,(�.0. PER P�AN/SCNEDU�.E: � �
<br /> THE CONTRACTC3R SNALL PROVIDE BRACING AND StJPPORT REQCIIRED FOR TEMPORARY CONSTRl1CTI0N ` Fb Fv Fcp Fc � TOP �NORD DEAD LOAD 10 PSfi 10 PSF - v ,.�,;
<br /> LaADS AN� FOR STRUCTtJRAL COMPQNENTS AS REQEJIftED DURING ERECTkON. BACKFIL� BEHIND WA��.S THE CONTRACTOR SHALL SIJBMIT MIX DESIGNS TC} ENGINEER pF REC�RD FOR APPROVAL FOItR WEEKS TOP CHQRD DRAG �OAD SEE PLAI� SEE PLAN 56.0 TYPICAL CONGRETE QETAILS 01 f 21 f 16 j cr� ;�, ;
<br /> USE/�[}CATlON SPECIES GRADE {P�(} (PSI} (PSi) �PSI) (PSI) ; �--,
<br /> SHALL NOT �E PLAC�� UNTIL TNE WA�LS ARE PR�PEft�.Y SUPPORTED. � PR10R TO PLACING CQNCftETE. ME� DESfGNS SHA�,L B� REVIEWED FC7R G0�lFURMANCE 1{� IBC � TC}P CNORD NET �+I�V[} UP�IFT 7 PSF NET N A
<br /> ` N+ALL STUDS/BLOCitING � BOTTOM CHOE�D DEAD L AD 5 PSF t � / 59.0 TYPICA� FLO{}R FRAMING DETAILS Q1/2i f1B �t �
<br /> � � SECTiONS 1904 ANd 1905. i 2X, 3X FfEM-F1R STUD fi75 154 4t}5 80Q 1.2�6 = � 5 PSF o �
<br /> TNE CDNTRACTQR SNALL 8E RESPC}NSIB�E FOR COt�RDINATI{�N �F AL� N10RK. TNE CQNTRACT�}R 59.1 TYPlCAL Ra�}F FRAMING DETAILS Ql 21 36 i � �
<br /> SNA�� B� RESPONSlBLE FOR THE CdORDINATI{�N OF TNE E}(CAVATION, �NORING, AND OTHER WORK q." �Ip� HVAC SEE MECHANICAL SEE MECHANICAL � � o
<br /> 1 C£�NCRETE MIX DESi�NS SF3ALL MEEI� TFCE FflL�OWING REQE11REi�ENTS, � LfVE LOAD D�F�ECTIQN L/3�i0 L/360 59.2 FRA1�lNG DETAI�.S Ol/21/1� cu �
<br /> WITN A�� UTfL1TIES AND ADJACENT PRt�PERTIES. CALL TNE UTILITY LOCATE SERVlCE PRIOR TQ ANY ; # 59.3 FRAMING DETAILS - Uf�IT E1C & E1D 01/21f16 € � � �
<br /> i WORK AT 1-800-332-2344. 28 DAY MAX. MAX. AIR SP�CIAL LC}CATION 2X, 3X HEM-FIR N0. 2 850 150 �{?5 13a0 1.3E6 � S9.4 FRAM1NG DETAILS - UNIT E1B, D, F & E3 01/21/16 f � �n c�i
<br /> � STRENGTFI WfC SL.UMP ENTftAfNMENT lNSP�CTfON Ai�D 6 & IN�DER 59.5 FRA�IN� DETAILS - UN1T E � E3 01 f21/16 � � �
<br /> � f'c (PSI} RATIO (INCHES} {P�RCENT) REQUIREQ APPLlCATION W A L L P L A T E S {}6 1 8 5: S T R U C T U R A L G L U E[} L A M I N A T E D T I M B E R S 9.6 F R A M I N G D E T A I�S - U N l 1 G & F fl 1 j 2 1 j 1 6 , �- c� '
<br /> z ; � �
<br /> �1 3 Q{?; C O D E R E Q U I R E M E N T S � 2 5 0 0 Q,4 5 4�1 O t 1 N O F Q Q T€N G S 2X4, 3X4 NEM-FIR ST U D 6 7 5 1 5 0 4 0� 8 Q 0 1.2 E 6 GLUE�-�AMINA7ED MEMBERS SNALL HAVE AMERICAN INSTITI�TE OF TIMBER CONS�RUCTION �AITC} �_. � � �'
<br /> IDENTIFECATION MARK. EXPOS�D MEMBERS SHAL� RECEiVE {7NE COAT OF EN� SEA�.ER APPLIE� �_ _ _ _ � �j � �
<br /> AL�. D�S(GN AND CONSTRUCTION SNALL CONFORM TO THE 2012 IN7�RNATIQ�A1� BUILDfNG CQDE AS 3000 0.45 4�1 5t1 NO FOE�N�ATION AND STEM WA�LS IMMEDIATE�Y AF�€ER TRlMM(NG IN EI7HER �NOP C}R FIELD. SHOP DRAIMNGS SHALL BE SUBMITTEQ PER � � �
<br /> AD(}PTED BY THE CITY OF EVERETT WASF�INGTQN. 3000 0.45 4f1 5�1 NO EXTERIQR S�AB ON GRADE, �X6, 3X6 HE�f-FE� N0. 2 850 150 4(�5 130Q 1.3E6 TNE REQllIREMENTS OF SEGTIQN 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLnWS: � � �a
<br /> DRIVEWAYS, CURBS, WA�KWAYS, PATIOS, PORCNE5, STEPS EXPOSED T� � � ,�
<br /> 01240: DE�IG� LOADS WEATNER, AND GARAG� F�OORS. ` EJSE COMBINATION SYMBOL SPECIES CAMBER � `� �
<br /> L1VE LOADS 2500 0.50 5t1 0�1 NQ ALL OTHER CONCRETE i JOiSTS � ,
<br /> 2X, 3X HEM--FIR N0. 2 85Q 350 405 1300 1.3E6 : SIMPLE SPAN BEA�i 24F-V4 DF/DF S�fANQAR� �; .� `�
<br /> �oo� (s�ow} �� PSF � , i � � �
<br /> {}NE CbMPRESSION TEST MWlMl1M SNAL� BE COMPILED FOR EVERY 150 CUBIC YARDS OR 5000 Ct}NTINUOUS BEAM 24�--V8 DFfOF ZERO i � �t
<br /> FLQORS {RESI�ENTEAL) 44 PSF ' ; � �. !
<br /> SQUARE FEET OF St�RFACE AREA �QR EACM MlX DESIGN PLACED EACH QAY. A TEST SHALL BE TNE ! l CANTI�EVER BEAM 24F-V8 QF/DF ZERa -a-J � o ;
<br /> i LEDGERS � � �, �
<br /> = SNOW LOAD DESIGN DATA: RVERAGE STRENGTN OF TWa CYUNDERS MADE FRQM TNE SAME SAMPLE A�lD TESTED AT 7HE 2X, 3}4 DOl3G�A5 F1R-LARCH N0, 2 900 1 8� 6 2 5 1 3 50 �.6 E 6 U N E X P O S E� G L t 1 E D-L A M I N A T E D T I M B E R S N A L C B E ]N D I J S T R l A L. G R A D E, T Y P I C A L, U f��E S S N O T E D
<br /> f Pg = 2 0 P S f, P f - 1 4 P S F, Ce = 1.0, Is - 1.0, Ct = 1.0, S P E C I F f E D A G�. A D D I T I{}N A� C Y L i N D E R S M A Y B E �1 A D E F O R I�l F O R M A T I O N R E G A R D I N G P 0 5 T ��
<br /> _ ` ��' ; ��;}W �t y �
<br /> � 4X DOkJG�AS FfR-LARGFf N0. 1 100d 180 625 150� 1.7E6 } �THERWISE. EXPOSED GLUEI? LAMlE�ATED Ti�1BER SNAL� 8E APPEARRNCE CLASS PER ARCHITECT. �." i ����u��fi�3 3 �•
<br /> � TENSION3NG, FORM REMOVAL, STRENGTH DEVELf��C�ENT, OR OTi�ER PURPOSES. ��NCRETE SNALL BE 1 �. ���s
<br /> WIND DESIG� DATA; � ACCEPTA,B�E IF. � �,, � �� ,, :
<br /> ��3 =?: � �`��"�����k f� $ �
<br /> '` 1. NO TEST FAL�.S 500 PSl BELONI Tf-►E 5PECIFIED S7RENG7H a ,
<br /> BAS1C �l�ND SPEED: 110 MPH (ULT.) 85 MPE-I {ASD� BEAMS AND rOSTS ,��� ,##z� � >�#x<"�{ �
<br /> 2. THE AVERAGE OF ALL SETS �}F 3 CONSECEJTiVE TESTS DaES NOT FAL� 4X D(JUGLAS FIR-�ARCH NQ. 2 900 380 6�5 1350 1.6E6 ���`��� ° � ,,����?#£��€�
<br /> WIND IMPORTANCE FACT�R: !w = l.(l BELOW TNE SPECIFIED STREP�GTN. ��
<br /> � WIND EXPOSURE: EXPOSlJRE 8 6X DOUGLAS FIR-LARCN NQ. 1 12fl0 170 625 1000 1.6E6 0619Q: MANUFACTURE[} W40D BEAMS ��} �s ��`��� ,$ ` x s�`� :
<br /> TQPQGRAPHECAL FACfi�R: Kzt = 1.{} CONCRETE N(}T MEET1NG THE RBOVE CRIT£RIA SHALL BE SEJBJECT TO FI�RTF�ER TESTlNG AT NO ;�.;�,���F���Q,,y� #;f�Y f '�}��,�x�����
<br /> AQD#TIONAI� EXPENSE TQ THE OWNER. MANU�ACTl3RE0 f ENGINEERED WOQD BEAMS SHAI�L B� THE SI�E ANt� TYPE SHOW�3 ON THE DRANl�NGS � .,r„��� �3.
<br /> INTERNAI. PRESSURE CdEFFICIENT: GCpi = +/- t1.18 AS MANUFACTI�RED BY Tftl1S-J01�T OR APPRflVED EQUAL STt}ftAGE E�ECTION AND I�STALLATION `
<br /> I COI�PONENT/CLADDING WIND PRESSl1RE: P�C) = Z5 PSF RESHORI�G, W�iERE REQIJIRED, SNALL CONFaR�f T� ACf 301 SECTION 4.6. SUBMIT PROPOSED t SNALL BE PER MAN�JFACTURER SPECIFICATIONS. MICROI.AM AND PARALI.AM MEMBERS SFfALI� NQT ; ; � ,
<br /> R�SHC�RI€�G PLA�S TQ TNE ENGINEER OF RECORD F�� REVlEW, ; 06101: STR€�CTURAL FING�R JQENTED LllMBER HAVE N�TCHES OR �RI�LED HO�ES l�TNOUT PRIOR ENGI�EER OF REGORD APPR4VAL. SNOP DRAWINGS �.,
<br /> EA�TNQ[JAKE DESIGN DA'CA: ` 5TRUCTURA� FINGER JiJiNT�O LUMBER SHAE�� 8E PERMITTED TO BE USED 1NTERCHANGEABLY WITH SFfA��. BE SUBMITTE� PE� THE REQUIRE��NTS OF SECTIQN �1�30. DESIG�i MATEft1Al. PROPERTEES � 5 ����, �
<br /> SEISMIG lMPQRTANCE FACT{�R. le = 1.� � SAWN LUMBER MEMBERS (?F 1�HE SAME SPE�iES AND GRADE. STRUCTURAL FINGER JOINTED �U#�BER SNA�� 8E A5 Fa�LOWS; , � �,
<br /> SPECTRAL RESP(}NSE ACCELERATIONS: Ss = 1.302 S1 = Q.495 CNAMFER AL� EXP{}SED CORNER� PER TNE ARCHITECTIJRAL FLANS QR 3f4 INCH IF NO�C SPECIF3�D ; SHALL BE GRADED UNDER AMERICAN I.UMBER STANDARD COMMlTTEE "PROQIICT 5TANDARD PS i j ,., "� `��'��
<br /> BY THE ARCNITECT.
<br /> � SfTE CI.ASS: S(TE G�ASS E j �i # I
<br /> , 20-99 . LUMBER CLASSlFIED AS �T�D USE ONLY SHAL.L BE tlMITED TO VERTlGAL APP�ICATIQNS MEMBER E (PSI} Fb (PSI} Fcp (PSl} Fv {PSI) � �
<br /> SPECTRAL RESPONSE COEFFICIENTS: SDS = 0:781 SD1 = 0.792 � ONI�Y. LlJMBER NfiTN CERII�IED EXTERIf�R JOINTS IS NOT R�STftiCTEQ 1�Q ANY TYPE OF �OADING. LVL = MICRO�AM 1.9 E6 2600 75Q 285 � I �i� ; ' �,` �l,�
<br /> SEISMIC DESIGN CATEGORY: SElSMIC DES1�N CATEGORY D PSL = PARALLAM 2.0 E6 290Q 650 290 �`�o a
<br /> Q33 t}4; RE1NFORCING STEE� ' '�r
<br /> BASIC F{IRCE RESIS7ING SY57EM: B�ARING WALL SYSTEM � REINFORCING STEEL DETAIGING, FABRICATION, A�fD PLACEMENT SHA�� 8E P�R ACi 318-11. �S� = 1.75" TIMB�R�TAND i.55 E6 2250 7�0 4Q0 ����, ,�r�`� .
<br /> �ESIGN �ASE SNEAR; �s = 0.120 W # REINF(�RC1NG S1�EL SHAL� MEET THE FOI�LOWING REQk11REMENTS. �}p (�+� �gA`'},��+ /,�/��^�'�^ � LS� RlM - 1.5" TIMBERSTAND RIM BOARD �c'�
<br /> VV�VL. [Eltil��iyt? FYt11[,.J � f
<br /> RESPONSE MODIFICAII(}N FACTOR: R = 6.5 {LIGHTFRA�IE WAL�S� � � � ��
<br /> ANALYSIS PROCEDURE: EQ�J1VAl.ENT LATERAL FQRGE FRAMING CO€��ECTORS, ACCESSORIES, AND FASTEPlERS AS NOTED €N TEfE PLANS AND DETAILS SNAL� � .
<br /> , ASTM A-615 DEF(}RMED BARS GRADE A� (fy=40 KSI} FOR �3 SARS ON�.Y 8E AS MANUFACTEJRED BY Sli�l'SON SIRUNG-TIE. EQIJIVA(�ENT HARDWARE MAY 8E EJSED WITH PR€�R ; -; -
<br /> ; ASTM A-615 DEFORMED BARS GRADE 60 f -6Q K51 FOR 4 BARS AND LARGER �`
<br /> � Y- � � APPROVAL BY ��lGINEER OF RECQR�. INSTALL Al�l, HARDWARE PER MANUFACTURERS SPEC€FICATIONS. ; __.
<br /> fl1300: GEOTECHNICAL INFORMATION ' ASTM A-706 DEF{}RMED �ARS-GRADE 6� (fy=60 KSI} Ft�; ALL WELDA�LE BARS WNERE STRAPS C{�N�ECT TWO MEMBERS TOGETHER, PE�ACE HRLF OF TNE REQlJ1RED FASTENERS 1NT0 � �
<br /> EARTNWORK AND FOUNDATIONS ARE TO BE CONSISTENT WiTH TNE GEOTECHN�CAL ENGINEERING ( ASTM A-185 SMQOTH 8AR �fy 60 KSI} F(}R N1�LDE�J WIRE FABRIC £ACN MEMBER. PR(7VIDE SOLID BL4C�CENG AT ALL BEARIN� POINTS. SEE SECTION 06071 FOR � �' � � ,
<br /> RECO�i#�ENDATI(}NS. A�1. FO�INDATIONS ARE TO BE F�UNDED ON COMPETENT NATIVE MATERIAL OR FASTE�IER ftEQUIRE�ENTS AT TREATED �UMBER. TYPICAL NAILIN� NOT SNOWN �ER PLAN DETAIL �lR ; � c� ; ,
<br /> � BY OTHER MEANS AS DEFiNED BY A �.ICENSED GEOTECHNICAL ENGINEER. � , ; ;� � co ;
<br /> �iEIN�ORCENG FOR S�A(3S ON GRADE SHALL 8E �iX6 W1.4XW1.4 WELDED WIRE FABRIC OR F3BER MESH I SCNEDJ�E SNALL CONFOf�M TO FASTENIi�� S�NEDULE PER IBC TABLE 23Q4.9.1 OR TO TNE FASTENING ; � � �, rv ,
<br /> i UNLESS N(}TED OTHERWISE. PROVIDE LAP SPLICES PER THE L.AP SP�I�E SCHEDULE �N SH�ET S6.Q� SCHEDU�E ON SHE�T 51.4. °° `�
<br /> Ct}NVENTIONAL FOUNDATI�NS HAVE BEEN D�SIGNED W€TF4 THE PO�LOWING PARAMETCRS: REINFORCING STEEI� AT ALL WAL�S, SE.ABS, AND �OOTINGS SNALL BE CONTINUOUS AROUND Ct}RNERS � `." y
<br /> ALLOWABLE BEARING PRESSk1RE 2500PSF E�SE CORNER BARS SEfALI� BE PROVIDED, NAILS SHALL BE CO3��ff7N t�NLESS NOTED QTHERWISE C{�MMON NAI� DIME�SIONS ARE AS F�LLOWS: �
<br /> i ACTIVE EARTN PRESSURE (YIELDING} 35 PCF ; , � �q
<br /> i ACTIVE EAR7N PRESSURE AT-REST 55 PCF I ' t �, �
<br /> � ) CE�VER REQUIREMENTS SNA�I� BE AS FO���WS UNLESS NOTED OTFfERWfSE: � �IA1L S€ZE DIAMETER I.ENGTH �
<br /> PASSIVE EARTH PRESSURE 350 PCF 8d 0.131" 2.5" :
<br /> GOEFFICIENT OF FRICTiON 0.35 CONCRETE CAST AGAINST EARTH 10d 0.348" 3.0" � � "
<br /> S01� PR�FILE SITE CLASS E A�� BAR SIZES . . . . . . . . . . . . . . 3" 12d 0.148" 3.25" � � �
<br /> FORMED SURFACE EXP4SED T� EARTH OR WEATHER i 16d 0.162" 3.5" E � � ,
<br /> A�� FOUNDATi�N INSTAL�ATIONS ARE SlJBJECT TO AP�'RQVA� QF THE LOCA� Bt�ELDING INSPECTC�R QR �6 AND LARGER . . . . . . . . . . . . . . 2" } ; � � E ,
<br /> A LICENSED GEOTECHNICAL. ENGINEER. 5 AND SMA�LER . . . . . . . . . . . . . 1 1 2 R U p f
<br /> # I 11NG�SS NOTED OTFfERWISE PER SFIEARWAL� SCNEDULE OR PLANS, ANCNOR BOLTS AT SI�L PI.ATES
<br /> CONCRETE NO7 EXPOSED TO EARTH OR NIEATNER SHA�L BE 5/8" �IAMETER tMTH 7" hhC€�IMt1M EMBEDMENT INTO CONCR�i"E AND SNALL B� SPACED NQT � ; � �
<br /> WALLS AND JO1S7S MQRE TNAN 4 FEE7 APAftT. THERE SNA�L BE A MfNIMUM OF TWQ BOLT� PER SfL� PIECE WITN ONE ; � �
<br /> Q1330: SH{�P DRAWCNG SUBMITTAL PROCESS �11 BARS A�G S�iALLER . . . . . . . . . 3/4° BO�T �OCATE[� NOT MaR� T�-!AN 12" NOR �ESS THAN 4.�" Fft(}M EACH END OF TNE PIECE. A � :�= i ,
<br /> � SHOP �RAWI�GS ARE TQ BE SUBh�1TTED TO TFfE ARCNIT�CT AN ENGINEER OF RE�ORp FOR APPROVAL SLABS AND JOfSTS 3"X3"X0.229" PLATE WASHER SHALL BE PR�V3DED FQR ALL ANCNOR BOLTS {D� N0� CQUNTER-SI�K � � � i
<br /> � PRIO� TO FABRICATION. IF SHOP D�AWINGS OIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW �11 BARS AND 5�hACLER . . . . , . . . 1" �, , �, ,> �
<br /> DESlGN DRANt1NGS BEARING THE SEAL A�tp SIGNAT�RE OF A LICENSED STATE OF WASHINGTOPf P�ATE WASF€ERS�. A 13/i6 X 1 3/4' DIAGONA� S�OTTED H(}LE IN TNE 3 X 3 P[.ATE WASHER !S
<br /> BEAMS, CO�U�NS AL�OWED WITH A STANDARd CUT WASHER, j m �
<br /> � STRUCTURAL ENGINE�R SHALL BE SUBMITTED A�ONG WfTH i�lE SNQP ORANIINGS TO THE BUI�DING p�����{y �������GEMENT . , . , , . . 1 1/2 �
<br /> OFFICIAL FOR APPROVA� PRIOR TO FAB�IGATI�N. > 4 4 �
<br /> � TIES, STIRRIlPS, AND SPIRALS . . , . 1 1/2' ; � ,-- � .
<br /> SHOP DftAWINGS ARE REQ�JIRED FOR FOR PftEFABR[CATED WOOD TR�JSSES. 1 3 W �-�-
<br /> � ! REIN�ORC3NG STEEI. SHALL 8E ACCURATELY PLACED AND ADEQUATELY SECURED IN P�ACE PRIQR TQ � �
<br /> � { CONCRETE P�RCEMENT. REINFORCING STEEL SHA�� NOT BE �IELD BENT EXCEPT AS NOTEI� IN THE � 061U3: JUIST AND BEAk� HANGERS , �
<br /> CALCULA710NS BEARING THE SEAL ANQ SIGNATl1RE OF A LICENSED STAT� �� WASHIN�TO� � JOIST A�iD BEAM NANGERS AS NOTED (h! TNE PLANS SHRLi. BE AS MANUFACTf1RE0 8Y SIMP50N '
<br /> I
<br /> QESIGN dRAWINGS. WELDING OF REINFORCING STEE€� SNALL NOT BE PERMETTED WITNOUT PRIOR � « �j � � '
<br /> S�Rl1CTURA� ENGINEER SHAI�L BE SkJBMI�TED A�ONG '�T�i TNE SH{7P C�RAWINGS FOR PREFABRICATED � 57RONG-TIE. EQ�JIVA�ENT HARDWARE MAY BE USED WITN PRIOR APPROVAL BY ENGINEER OF RE�(�RD. I � � � �
<br /> P�ATED WOOD TRUSS�S. � APPROVAL OF THE E�}GfNEER OF ftECORD EXCEPT AS NOTED 4N TNE DESIGN DRAWINGS. j JOIST AND BEAM F#ANGERS SHA3�� BE INSTALLED PER MANUFACTllRERS' SPECiFlCAT10NS AND SHAL� � � ___
<br /> � ! I BE AS FQLI.OWS UN�ESS NOTED OTHERWISE PER P�ANS OR bETAI�S� � �
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<br /> 01404. INSPEC�IONS AND SPEClA� INSPECTI(}�15 ; MEMBER SIZE NANGER �
<br /> THE CONTRACTOR SHALL BE RESP4NSIBLE Tt} C�}ORDlNATE AL� IN�PECTIONS REQUIRED BY THE 0607i: PRESERVATIVE TREATED WOOD PRODUCTS �AWN �UMBER "U>' SERIES T� MATCN (�IJMBER SIZE
<br /> LOCAL BtJ!�DING DEPARTMENT. PRESERVATIVE TREA7�D Wt��D SNA�L BE REQUIRED FOR ALL Wf1dD TNAT F(7€�MS THE STRUCTURAL 3.125" W(DE G�ULAM BEAM HGl1S3.25/10 . s ;
<br /> SUPPORT C}F TNE 8�1ILDING BALCONIES P(?RCHES, OR �IM[LAR PERMANENT B�JILDING APP�RTI�NENCES 5.125" WIDE G�.t1LAM BEAM HGUS5.25/10 � � I
<br /> SPECIAL INSPE�`�ONS ARE NOT REQ't1[R�D UNLESS OTFIERWISE REQUIRE� Bl` THE BUILDING OFFfCIAL. ' �HAT ARE EXPOSED TO TNE WEATHER WITH{�UT ADEQUATE AROTECTICIN FROM A ROOF, EAVE, 6.75" WIDE �LEJ�.AM BEAM NGUS6.88�10 �
<br /> i OVERNANG OR OTH�R COVERING TO PREVENT MOISTl1RE OR WATER ACCl1MU�ATION AT THE Sl1RFACE 8�75" WIDE G�ULAt� BERM HGU9.00-�DS
<br /> Q14t}1: STRUCTURAL (}BSERVATIqN OR AT JOINTS BETWEEN MEMBERS. , ��
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<br /> STRUCTURAC� OBSERVATION IS �fOT RE4UiRED. MAN�FACTUftED WOOD I JOIST IUS SERIES TO MATCH 1 JQlST SCZE ;
<br /> ALL W{�OC INSTALLED ABOVE GROUND ANQ RESTING QN AN EXTER€f}R Ct7NCRETE �� MASO�IRY 1.75" W1DE PSL OR LVl �EAM "L�V" SERIES T(? MATCH DEPTN ' ` �
<br /> FOUNdAT(ON �JAL� l�ESS THAN 8 INCNES FROM EXPOSED EARTFi. 2.69" 1NIDE PS� BEAM "�8V" SERIES TO MATCH DEPTH � �,.�
<br /> t}2400: SITE �(}NSTRUC�ION 3.5" W(�E P�L OR LVL BEAM �GLTV� SERIES TO MATCH DEPTH � Q,�
<br /> � ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITN TN� GEOTECHNICAL ENGINEERING POSTS OR C{7Lk1MNS SUPPORIING PERMANENT STRtJCTI��ES ANQ SUPPORTE� �Y A GONCRETE S�AB ; ;
<br /> REGOMMENDATIONS AS NOTED EN TNE GEOT�CHNICAL ENGINEERING REPQRT {SEE �ECTI4N 01300} AND OR FOQTING THAT IS lN DIRECT GONTACT VJ�TH THE EARTN. EX�EF'T; 5.25 WI€�E PSL OR 3�VL BEAM GLTV SERIES TO t�ATCH DEPTH ,
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<br /> €N SllBSEQUENT �IRE�TIVES. 7" WIDE P5� BEAM "NGI.TV" SERIES TO MATCN DEPTH � � Q,) `
<br /> 1. }F LOGATED [N BASE�fENTS ON A CONCRETE PIER 4R E�ETAL PEDESTAL 1 €�3CH ABOVE TNE : � �
<br /> 0226Q: ExCAVATIQN StJPPC}RT AND PRCS7EC11QN S�AB AND SEPARATE� THEREFR0�1 BY AN IMPERVIQUS �901STiJRE BARREER. ; ;
<br /> EXCAVAl10N FQR FQUNdATIONS SHALL BE P�R P�AN DOWN T{� UNDISTt1RBED NATIV� MATERIAL PE� � " (�
<br /> ! THE GEOTECHN#CAI. ENGINEERIt�G RECOMMENDATIONS. OVER-�XCAVATE� AREAS SNA�L BE 2. IF IN AN ENCLOSED CRAWL SPACE OR AN tlNEXCAVATED AREA �dITH[N TN� 8111LDING � 06104: SN#�1�#KAGE OF Wt}{}D FRAMING �
<br /> BACKFILL�D WI�tH LEAN CQNCRETE OR P£R GEOTECHNICA� RECOMMEN�ATIONS AT THE CONTRACT(7R'S PER3PNERY AND SUPFORTED SY A CONCRET� PIER OR PED�STA� �IOftE TMAN 8 INCNES FROM � SHRINKA�E IN WOOD FRA�i1NG IS DUE TO LOSS OF MOISTURE CONTENT AND TQ �OMPRESSION C�F �� I
<br /> EXPENSE. £XPOS€D GR{}UND ANd SEPARAT�(? TH�REFROM �Y AN lMPERVIOUS MOISTURE BARRlER. 1 ASSEMBLIES OF WOQD COMP4E�ENTS. PLUMBING, ELECTRICAL, A�1D MECNRNICAL SYSTENiS AS WEL� t�
<br /> � ' AS �XTERI{�R FENISHES SHALL SE [7ESfGNED AND BUI�T T� ACCQMMQDATE 1 f 4 INCM PER FL.QOR � .
<br /> � EXCAVATION SLdPE� SNALL BE SAFE A�D SHA�L NOT BE GREATER THAN THE �.lMITS SPECIFIED BY � 3. S�EEPERS AND SIL�S ON A CONCRETE SLAB ON GRADE T�fAT DOES N�JT FfAVE AN IMPERVI�lJS $ WCIOD SHRINKAGE. TH� t15E OF KILN DRIED �.UMB£R Ai�� PftOVlDI�G A DRYING PRdCESS TO TNE �
<br /> Lt}CAL, STATE, AND fVATIONAL SA�ETY REGIJLATIONS. � MOISTURE BARRIEft SEPAF�ATION WITH E�PCISED �ARTH. FRAMING MEMBERS PREQR TO APPLICATIQN 4F FINISFIES WIL�. NEI�P CONTR£�L. Bk�T WILL NQT E�IMINA7E � �
<br /> � SNRINKAGE. , � .
<br /> E�STALLATION OF GONSTRtJC11QN SNORING, IF REQUIRED, SNAL� BE PER TNE SHORiNG DRAWlNGS, '' 4. LEDGERS ANLI FURRING ATTACHED DIRECT�Y TO TNE IN7ERI�R �F EXTERiOR CONCRETE OR �
<br /> I�OTES, AND SPECIFICATIONS. � MASt}NRY WALLS BELQW GRADE. �
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<br /> 02300. BACKFILL AND C4MPACTE�N I 06160: WQ�D SHEATNING
<br /> BACKFIL3� SHALL NOT 8E PL.ACED UNTIL �NE R�MOVAL C}F FORMWURK ANQ �F ANY DEBRiS, BACKFII�L �����ftVATIVE TREATMENT SHALL 8E PER AMERICAN WOOD PftESERVERS' ASSOCfAl10N (AW?'A} ����FURAL Wt}0� SNEATF{ING PANE�.� SHALL HAVE APA GRADE TftADEMARK OF TNE AME[�ICAN ; ; .� ;
<br /> SPECfFICATION C2 AIVD C9 OR APP�ICABI.E STANDARDS. PlYWO�� ASSOCIATION, WOOD SNEATFEING PANELS SNA�€. BE C-D INT APA W1TN EXTER!{}R GLUE � ; � '
<br /> BEI-f3ND AL� WAL�S SHA��. NOT BE P�ACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. A�L
<br /> BACKFI�� MATERIAL AND P�ACEMENT PRt�CEDURES SNALL BE �ONSISTENT WlTN TN� GEOTECHNlCA� {CDX}. ORIENTEQ SIRAND BQARD {OS8} PANELS SHAL�. SE E7{POSURE 9. PANELS SHALL NAVE TNE 3 �
<br /> ENGWEERING RECQMMENDATIO�S. AL�. FASTENERS (NAILS, 80�TS, ANCHOR BO�TS, PLATES, NANG�RS, ETC.} IN C0�€ACT WITH TREAT�D FO�LOI�NG THICKNESS, SPfiN �ATING, AND FASTENING t1NLESS NOT�D OTFEERWISE PER PLAN. � � � F� �
<br /> l.UMBER SHALL BE CORftOSION RESCSTANT G-�8 5 FIOT DIPPED G A I�V A N I Z E D P E R A S T M A 1 5 3 n R ` ! ;
<br /> STAINLESS STE�L. t EDGE FEEL� ; � �
<br /> � NAI�S NAI�� � �
<br /> , RflOF: 7/16" 4�f 20 APA RATED �SB 8d AT 6" 8d AT 12" � � � .
<br /> FLOOR: 3/4" APA �AT�D STEIRD-I-FLOOR OSB 40f20 T&G 1fld AT G" l�d AT 12" �
<br /> SNEARWALL: 7 f 16" APA RATED 24 f 16 EXPOSURE 1 OSB SEE SCHEDUL.E SH�ET S1.1 � ��� � �
<br /> � � AI.L RQC?F AND �LOOR SHEATHING PANE�� SHRI�L BE INSTA�,�ED FACE GRAIN PERPENDECULAR TO � �",� � ,�'" . '
<br /> ; � SUPPtlRTS AND lN A STAGGERED PA7TERN UN�ESS NOTED OTFIERWISE PER PLAN. BLOGKING AT � C� ,.�
<br /> } INTERMEDIATE FL�OR AND RQOF SHEATFIING Jt}INTS SHALL N�T BE REQUIRED UN�ESS NOTED 1 ��",'�►� � t��'3 I
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<br /> ' OTHERWfSE PE� P�AN. SNEARWAL� SHEATHING �HA�� BE BLOCKED AT A�L EDGES WITF� 2X OR 3X 1�� �
<br /> FRAMfNG PER SNEARWAI.L SCHEQU�E � �
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