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�� '� � � t�' � __ . <br /> � �:� <br /> � � <br /> ' � <br /> � �� <br /> STRUCTURAL NOTES: '7 "{ �� � <br /> � � �� ���� �� ; ���� ����� <br /> � �t t.:� �tl��� �,��-'L '(� I �t1��.��r�`G�vr�`�` �� <br /> CC?DES: MISCELLA�lEC7US HAI�IG�RS TC?BE SIMPSC?N t�R APPRC}VEQ EQUAL. ,d�l�-�J��r7� � �jlt���G�� <br /> DE�IGN IS IN ACCORDANCE WI7H THE 2015 INTERNATEC}NA� BUILDIN� i AI,L HANGERS SHALL PE FASTENED Td WC}�Q W1TH PF24PER NAIL.S. �`�� �� � ��,"�`�� ��, <br /> _ _._ }� <br /> C4aE {(<B.C.}AS RMEMDE� BY THE LQCAL BUILaIRJG �}EPAF2TMENT � ALL F{�L�S SHAL�. k3� M1IAILE[�. IViA�NINE BOLTS TC3 BE A-307. Aiw3CHQR j j� �<..��"j�, �+��' t� ,t rt $ �W��'�" �,'%�f /./ +t r� <br /> _ i B{aLTS IIVTC'� CQNCRET� SHALL BE 518 INCH DIAMETER WITH 7 INCNES /�� �� � � J � � � �'� �� � , t� � �/, �r <br /> LtVE LOADS: {�F �MBEI�QMENT INTO GC?�1CRETE UNLE�S NUTED OTHERWfSE t7N f � ��k- ,�����T7��1�1�� tl �r �j � � �.�� ��,� ,���'�,� ,� � �,� t��f�r�.�4������-` yr! �,r �J � � �� ��� f'��7,c � RCNITECTURA�DE�ICN <br /> �c�o� �� �s� T�� ��.a�vs. A�� n�Ai�.s s�+a��s�coMn�o�v wf�� NaE�s. r��E��r�� � j �',�.��.�� �� , �'�.���� � ASSC?GrATES, PS <br /> LATERAL: � SHAL� BE IN A�CORDAN�E WITH I.B.C. SCHEC�ULE ` � p,�, � ` fi' � ,t��t <br /> WIND.............................................. �XPOSURE B, 85 MPH � �' �� a � �� ��� � ' ,.1C.��k-+ : !'�i7�I.c� <br /> ,� �`���' ,���` � ��' �'T��r�y-,�.1" 2221 EVerett Avenue <br /> . � <br /> S�ISMkC......................................... St�'E C�.ASS � � FLC}C?R SHEA7HING; �, ��,�,�t��r��.� ���,� � � � ,�,�� �.�►.1 � Suite #201 <br /> � ,� <br /> __ _ �_ (� � ��� �i �. , . :,,..... . w ' �2 1���� E EV�r�tt WA. 9c�241 <br /> E Fa�NDATlONS: SHEA7f�ING SNA�L BE 5/��� Tt�NGUE& GRQUVE, A.P.A. RATEa ..,.. . . r =., � .,-, .. �" ' - <br /> . a = ;• •,, ; •" ., a .,, �- .,r, ,, �,,� . <br /> ,, EXTEND FOC?TfRiGS TO F1RM UNDISI"URBED SC7IL,ASSUMED S�ARING �HEA7H(NG. SPAN F�ATING 4£�124 WfTH Lt?NG DIMENSIC?N C.rf"�y� ,, K �.: �. ,� . ,� �` ✓ ; , - , z . , ;��: ; _�; - � C.,r���ti-� f ° `.,, � �-�a, �-�# ', �+ ,,;�.�`-# „� , , � . _, : , �r ., _,, . . P�1 �}z� ��� ���1 <br /> CP,PACITY C7F 1 5U0 PSF.ALL E?CTEftIOR FQC7T1€�C� SNALL.E�TERID A PERPENE}IGULAR TC7 SUPP�RTS. UN�.ESS NC?TED �JTH�FtW18E NAIL ' `' ` ` ` ' � ' '' � ,.�; r :� ,��f ,: � �,- - - p c. ,� �� � ,. . �, t .�< �� ,� r„�- , / . ; <br /> � ....- t ' �. 1.�.� � � x 41 ...�. �a .. , , t ;.�..•.. - � #.€ .,,�:. 1 � h . ` ! �.�1 � �t t f, _� ....�„� r., � . � 4��• }�� <br /> . . r r�^fi r t:. �� 41R� ". fr:; �a <br /> MINIMUM C}F 1'-6" BELGW ADJACENT EXTERIOR FINfSHED GRAQE. WlTH 10d CC,�MMON NAI�S c�z 6" O.C.AT SUPPURT�D PANEL EDGES& 10" .,:�. � � � �� �, � 1 � � � ��� �C�1 -�e � �! _ � . :=="' , .~~y. �,� v. � � � ��, . " I����� � F�,,� -� " _,=�' �._ "'��-_�«`�";��'' �'� <br /> .��: , =� <br /> .� � � '� � . . . <br /> C�.C. AT INTERMEDIATE SUPPORTS. TH� FLC�OR SHEATNING SNAt� BE � �r° # . " � <br /> . . . <br /> ,� . � <br /> � - ,�� �'r� � �,''�j'� � <br /> CAST-IN-PLACE CC}NCRETE: GLUEC}TQ THE JC}I�T, THE T�RlGUE, AND THE .C'.�RC}C}VE JOINTS WI`�H � � ir, •� ,�,t t� t� ' y . ° ." '�` , , �r = �F. � �t��+ ���,p� .� yy rt-� .' � �� ""��r�J � <br /> F'c=2,500 PSI @ 28 C}AY�. MINIMUM 5-112 SACKS t�F C�MENT PER CUBIC AN APPRC�VE[�ADHESIVE. ..� ;`t���""'�`' ��� I�r����� , ,� 1� -�, �. - ,, ��� � ,'�11� ; �l ;` ; _ �"�`���j,� � � <br /> YARC} OF CQNCRETE AND A MAXfMUM t7F 6-314 GALL{�NS GF 1tVATER ! �� . ; � � ` �'•��'�``�`� �I '� � � r�� � �� <�. , f . �'�T1� �� �� ;' �r,l/� � , � � ¢� <br /> PER 94#SACK C}F CEMENT. NC}Sf�ECIAL I�l�PE�T14N REQUIFtE�. � ROt�F SHEATFEING: -�. �� `� ' ' ' � �' �, <br /> _ s„ , � �r� • , ' yµ + ., "' "m._.` �'� ` ' � 1` E: '� � � _ � ��� 1l,� 3`� �w � �� <br /> MAXIMUM �IZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 I SHEATHING SHALL BE 71'f 6"A.P.A. RAT�D SNEATH(NG. SPAN RATIRlG , C� "- f� �` . µ6 �•. ' � -. � � ` � .- ,� � . . • M, . -_ ;.�--n `-` �� <br /> INCHES.ALL PMASES OF WC?RK PERTA1�lING TO THE CC}�JCF;ETE 32196, 1NSTALL,ED WIT�! LONG C7IMENSI�N ACR�SS Sl3Pf'C'IRTS. PANEL r � � � � *} <br /> �.,,� + 4 � ��� s . ` � ��� � � �'` ` �" �� ��� �'�* � �� � , � � ,f � � �- -���- , <br /> r� � ` ,,�� � , � � � <br /> ,. . � � � � ., t. ^ f. .. ,� ,a" <br /> GC?N�TRC1CTiON SNAI�t�CflN�C1RM TQ THE BUILDI�IG CC}DE END JdINTS SHA��C}CCUR AT S�LIPPURTS, NAI� PANEL E�?GES INITH `� � � ` <br /> L.? � } � ;� .,�,t-+` � �. �,.. I� .� '' .K - ��. < � � � '� "� `��-'- <br /> REGtIJIREMENTS �C)R REINFC)RCED C(JNCRETE.R�C. REINFQRCING 8d NAILS a�„�7 4" O.C.AND 1fl' C}.C.AT INTERMEDIATE SUPPURTS. IE��TALL , �' ��+�'+`" ` i ` , ����1`� ��.- � '� �-�" '*�� ` f r �� �,�, � �, � �c> <br /> STEEL DOWL�, ARlCHaR BC?�TS AND OTHER INSERT� SHAL� BE PL.YW�Q[� C�.IP AT 481NCNE5 QN CEN'TEFt. i ;,.r ;� ,� (� , : , { Y : ; ..��., � ,� � {� gt , ,, r,,,, �� <br /> � '4°, .��t /�-r°�� �.'l�P r'� ,4 f��'� � _ .� � � �`'"� ` � �i�� 1� tl t,d /� M Q F-- <br /> SECUREQ IN P4SITIUN PRIC}R T� POURING Ct3t�CRETE. ANCFIC7R , , ,, � , I` 7t�� /�� , t� �-,N . <br /> �' B4LTS FOR PRESSURE TF2EATEL7 SILL P�ATES TO FQIJNC}ATIC?�1 WALLS WALL SHEATHING: '' - -.•-'..�"` •` c.n -, <br /> � ���� / � <br /> `I'C? BE�fs" INCN DIAMETER WITH 7 iNCF# MINIMUM EMBEC�MENT INTQ SHEATHING SHA�.L BE 7ls"A.P.A. RA7EE7 SHEA7HING, SPAN RATIN G �`�/o. • t! }��. � � � a���� . , ��� ��' . � �,�'� � '��t �� J�. � f . . ��N' . <br /> . ` <br /> C t�N C F 2 E T E A N D M A X I M U M S P A C I€�1 G C}F 2 F E E T C?�J C E N T E R. C 7 N E B O�T P A 1�f E� �N[�J 4 l N T S S N A L L Q C C U F t A T S U P P C?R T�. N A I L P R N E I� E D G E S ��,,v �� �.�� z �c�" `�` � ` <br /> SHA�� BE PL.ACED WITHIN 12 INCN�S t�F EACH E�D UF TH� S{LL PC.ATE. WITM 8d NAILS AT 6 INCH��UN C�NTER AND 1� INCHE� �N CENI"ER AT �.�'�.�i� Xt� ���������' �.�'TAtL t� These plans are the <br /> Ft�UNDATION WA��S ENGLC3S1R1G A BASEMENT BEL(JW FINISH GRAi�E INTERMEDIATE �UPPC?RTS UNLESS N�T�D C7THERWIS�ON THE copyrigh�ed material <br /> �N�,�� gE WAT�R �RooF�� ��R AR���-���T„�A�. �a-�-����E� �Ra,�,���. 1 �TI�U�TURAL. C�ETAI� � STRU�TUF�A� �ETAIL � STRU�TURAL DETAIL � ST�.U�:TURAL QETAIL af ARCHITECTURAL <br /> GALVANIZE€� FRSTENER� SNALL CON�C}RM 1NITH ASTM STANC7ARC? 153 , � ,� -. ,. . _ � � � `� ` ,�'` ' ,�"` `` r'� �" ,�`� � ,�'`��`��' � � �`• DESI.C'.,N ASSOCIAT�S, <br /> AN[7 H4T DIPPED GALVANI2ED CONNE�TC}RS SH{�UL[� CONFORM TC� Gl.UED LAMINATE�TIMBER. ; ,''�°" ��` �`�r'�"� �` �� ��" � , /°� r r�" �,r'"�"` � � '� '� � �° �° �' '` P.S. any plans that do <br /> A�TM A653, CLAS� G-185, STAIN�ESS S�'��1. �ASTENERS ANC} � LAMINRTED TIMBER SHALL 8E DC3UGLAS-FIR/�ARCH KILN DRI�C3. ' <br /> CONN��TORS SHOU�D BE TYPE 304 UR 316. SiMP�ON PRQDUCT STRESS GRAaE G4MBINATIt�N 24F-V4 (Fb=2,40E� PSi, Fv=165 PSI) FC7R not bear an a�chitect's <br /> � FINfSHED C�RRESPONDIN�Tt�THESE REQUIRMENTS ARE ZMAX{HCrT SIMPLE SPAN�AND 24F-V� FC�R CANTILEVERED ANQ CQNTINUUU� �tamp signed in biue <br /> DIPPED GALVANIZED)RNQ �ST�00(STA1f��ES� STEEL). BEAMS.A.I.T.C. CERTIFICAT�O� CQNFC}RMANCE REQUIREd. GLU-I.AMS � �,o� /, � ink are unaufihc�rized <br /> - � SNA�C GC7NFORM TQ A.I.T.C. STANC}ARDS 117. FASRICATOR SHALt ,1 ��i���� ,,�-�'�L�'�� copies and may be i� <br /> REINF4RCI�1G STEEL: SUBMIT �7ETAI�S ANQ SPECIFICATIC�NS TQ THE ENGINE�R ANL� �"` �� �����Y�����-'�- �/ ,� r ,r violatian c�f copyright • <br /> p �� � �. , , ���`"'�'�j� �� ,�� IatNs, , <br /> AL� REINFORGING STEEL SNRL.1� BE PLACED IN CC}NFC}RMANCE 1NITH BUILdiNG [}EPARTMENT�'C}R APPROVAL F'R[OR TC} FARRICATC{}N. � "' <br /> THE BUIL.DING Gt}DE REQUIREMERJT� FOR REINFC?RGED CC}N�RETE 1 �, �`�' ' �� ����� �� .: ,� ,. .�MC�� �''� <br /> �H��� ��� � ����� : � �� �H��� �� <br /> AND THE MANU�IL OF STANC}ARD PRACTIC� FOR REIN�QRCE(� FLOOFt FRAMING: r �p f �. �f ,{ <br /> CONGRETE GC}NSTRUCTIC}N �Y CRSI. C}EFC3RMED REINFC}RCING PR{�V1DE[} FULL f�EPTH BL4�I�ING FC�R J41S�'AT TH�SUPPORTS. i � ��/�� et Ff�- ��}�+ � . t. r�� � r��� ��" �� ���.�. �t��c��'�1�.� `� <br /> S T E E L E�A R S S H A L L�C?N F E?R M T(�A S l"M A-6 1 5, G R A�E 4 0 F't 3 R#5 A N Q F L U�F i B E A M S {F B}A N D H E A Q E F 2 S N 4 T C A L L�D 4 U T C}R l T N E P�f�N S , �� �" ��l� �� ,{r i ,r_ /� t� �`�-,I�„�� � �� t� <br /> ( ' ���- �` � � " '���`°���L.d��� � .E 1� {r� ., '" �� ��'r`l.2 <br /> SMAL�ER AND GRA[�E 60 FOR#6 AND �ARGER BAR�. ALL �NALL BE 2)2x8.ALL VER7IGALLY LAMINATED ��AMS AND HEADERS � ,..- , � � ' �t �� `-���-� �f,�' ���.� -,.,� —.I <br /> , REINFC}RCI�1G BAR BENC7S �HA�L BE MAQE �C}�D;W►`['N A MENlMUM SHAL� BE SPI{CEC}TOGETN�R w1 16d NAIL�AT 6 iNGHES C}N CENT�R ; 1������� `�„�'�,, � �"'�.,.� ,� �� , �,�.���� ���� ,f � .•— <br /> RAL�fUS C3F 6 BAR C}IAMETERS �1`-7" MINlMUM}. CC}RNER BRRS{2"-�" , ! �" " � �� f 1 �' �'t'�" ����''��� <br /> �. .. . k � . . �,'� +4 �, ,j . . � . . j�.�. j/� � <br /> � ' f�. r +r. .` �, � f��'" t; �, . t,�..... � - � � � � .. .� ..�.+v,� '" `�"� • '�r � � �'"�.' '� s'' 4. �1 C�"'+e' ��� <br /> B�I�tD) SHRL�BE PROVIL?EL� FC}R ALL HC}RfZC}NTAL REINF�.}RCEMENT. BEAR1fdG WA�L FRAMIh3�: � ` > ` .`�� � ' F ' c��' �f��}� <br /> _ ,. -�� �.t� - i - .. ' _ . , . �. � �t� ,1,�/ � � � <br /> _ . '� .. ._ � - <br /> LAP AL.L BARS A MINIMUM {�F A8 BAR DIAMETERS UNL.E�� NC}TED AI�L DQC}R AND WINDC}W HEAC7ERS NC}T CALLED QUT C}N THE PLAN� z- {- ' ' V ' .,!' "`,�' ' � �.-.• �; ;- �.. J '�' ; `=`.` . <br /> . . .. w , . ..µ �t�" . . � - �' �� � .�'r ��,,, �� f t ��� W„si G.� � <br /> . <br /> , ' , ' ,� �.�. �' �.� � ��������� . W <br /> OTH�F2WISE. UNLES� �THERWIS� NOTEn C7N THE DRAWINGS SNA�.L BE (2)2x8 DOUGLAS-FIRILARCH#2 w/C)NE CRIPPLE ANU C}NE ; c�} �� , at . � '. . . ;� .` , �,� ; `' ,� � � �/�f7�,� � ."��� � `, {. ,` ,' �,- ' '' ,, � .�----fal'�� . �•� �� ` ��� '� <br /> � � <br /> EINFC}RCING STEEL SHALL HAVE THE FULLOWING MINIMUM CC)V�R: STUL} EACH ENa FOR C}PEh11NGS 4 �EET OR LESS AND TWU CRIPP�ES = � '� .. � �6 `: `�`, ` � � `- _;�. � .• .� ,'�`. ,� � ,[ ��' , � � <br /> R F <br /> &C1NE STUD FQR flPENWGS M{�RE THAN 4 �EET WIaE. AL�CQLUMNS � -. �. ' { `- �'' " ,�!�'y� �j - <br /> ,� .,.,�.., • r.�a! � .� ,,; �d t��" -. +. . . � •* .. ,. '}�t 6 .� ���'�"�"' ----- --�_� ��" ��""il����� +�-- -__ a� <br /> _,��,..s____�° � +li #�__._,._ � M : -' .. �?'w � ^�_ <br /> CflNCRETE CAST AGAINST EARTN 3 INCE� NOT�Al.�ED C}UT ON THE PLANS SHALL BE � STUDS. SPIl�E � _ ._ „ , f�- , .,,,a. t �- �-.�• �.. ._ _ , f.. � "� __ �.�. __ � t t � A <br /> . : <br /> , , ,p_ ��p � � r, �=-�-_____ ' �___ .� <br /> CONCR�TE E�CPQSEQ T{.� EARTF! dR WEATNER: LAMINAT�C7�OLUMNS TC}G�THER WETN '16d{NAILS AT 12 INCNES C}N �,, -� , '�" . C � � ,4 "' • w,* ; � `t ��• { � �� . �•-� - f ' '- :`' - � . : ` , '; � 1 "`��' ,- _�::%�''���� � <br /> � #6 THRC�UGTH#18 BARS 2 INCNES CENTER. PRCIVIDE TWC} �AYERS C}F ASPA�T IMPREGNATED BUILC}I�1� '- ` i - , . �_ . t � � _ �, ""`""`�" � ���, � � <br /> ; -� ,, ' x � � ' • , «. ,, ' ,• � <br /> #5 AND SMA�L�R 'E 21NCHES PAPER AT CONTAGT SURFACE BETWEEN WC?C}D&CC�NCRETE, VVALLS ; �� ,• �° , }. ;_ � m. 4 � ,, t.'�` .,�"--�, � .�''! , ,"* ' � �' y ` ,-y v'�,� -� l� �i f�, � f1 ��������' � <br /> ., . <br /> CQE�ECRETE NC�T EXPOSED �C} EARTH C7R WEAT#-IE[�: �HALL HAVE A SIPlGL.E EiC3TTQM PLATE ANQ QC}UBLE TOP PLATE. END - a _ . ' ` ,.,.^�--,�. � + �t rt � `�,� . µ, ' . f ` '. , � �b , �tt�� �� ������'�,����''f /�$�'y"����*�}�.� ��`� � . , � � <br /> 11 <br /> � NAIL TOP P�AT�S & BOTTC�M PC.ATES TC} �ACFf STUD WITH (2} 16d � �„ �" �.� /�, ' � <br /> #'14 RNa#18 BRRS 1 z INGHE� � ` � �/ <br /> � ` t ," '`, ` - " ` �+ � .. ` * �' YY��}'f� t/1 ,�7� ,� !��'F j`�,l�d�"" <br /> _. . --`i ,: _ . -- _ _ <br /> NAILS. FRGE RiAIL D(�UBLE TC}P PLATE w/{2) 'f 6d a� 10 IN CH E� C!N <br /> #11 AI�1C} SMAL�EFi 4 (NCH CENTER, �AP ANQ FA�E NAiL PLATE�WITH 2-16D NAILS AT EACN �� `' '�I � �I- �-•-• � �'I I } '"' ��-» � '�� '+�� �� �U�'���A�• �!�[,� �'"r.���L� � w�"�� .-�...... ����' `�I� ����� � <br /> SLAB-(�N-GRADE �FFZOM TOP SUFtFACE} "I 112 INCHES � ,w� ,�" �� ��� � <br /> SPE�ICE, CORNER 1NTEftSECTit)N. STt-�GGCER SPLICE�A MINIMIJNI flF , _x t"�`�1�� �� t-�'�1�� ��:�' \ �l,..�� � �1..�� �.. . <br /> , S T R I t C T U R A L. S T E E L: 48 INCHES. FACE NA1� BOTTC7M P�ATE TO WITH 2-16D NAILS. �1��--` �.�t-+�� � 1 <br /> STEEL SHALL. B� DETAII.Et�, FABRICATED AN[� ER�G T E D IN � PRE-MANUFACTURED FL4C}Ft J�iST: j #� f <br /> ACCORDANGE WITH THE A.I.S.C. �PECIFICATIt�N FOR THE Q��IGR�, � ,�pIST SHALL BE MAt�UFAC1"UR�D iN A P�ANT APPR�VEC� FC7F� � �TRU�TURAL DETAIL � STRU�TURAL DETATL 7 �TRUCTURAL DETA�L � STf�U�TURAL DETA�L � <br /> FABRIGRTI4N AND ERECTi�t� OF STRUCTURAL STE�� BUILDIN�S (8TH FRBRICATIC7N BY THE BUILDING D�PARTMENT ANC} U�lC�EFt THE N.T.S. N.T.S. N.T.S. N.T.S. � <br /> '' EDITlQN}. STRUCTURAL STEE� SHAPES �HA�L CONFC}F2M T{}ASTM ��p��{VISION C1F AC�APPROVEQ THIRD PAFiTY 1�lSPECTItJN AGEE��Y. � <br /> � �{ �`� ��,/ / � .-�'''��' ,�: ,,r� ft .� ��. �/ ' f i 1:;,'"�^ <br /> � DESlGNATION A-36 UNLESS NC7TE[� C}THERWISE. SQUARE AND EACH JOIS7 SHAL� BE 1DENTIFIED BY A STAMP I�JDICATiNG THE J{}IST � ''� ' .""� .'r'� �� .`"�'�.�' .✓ °"-�' -. .`'�"- � � ,�:`�`/.--� - ,,,� � � <br /> RECTAh�GULAR STRUCTURAL ST�E�TUBING SNA�.�. ��JNFQRM TC�THE TYPE, GABC} NER REPORT NUMB�R, MAR1lJFACTl1RERS NAME, PLANT � �'`�'���`��1 <br /> AS�('M DE�lGl�AT14N A 53, TYPE E C7R �, GRADE B {Fy=460QU PSI}. NUMBER AND THE INDEPERI[�ENT lNSPECTI�N AGEN�Y�.t�GO AND � ���� <br /> WE�.aING SHALL BE IN ACCQRDANCE W(TH TH� �TRUCTURAL WELL?ING � � j � <br /> EVA[.UATIflN hEPORT NUMB�R. ��`( � �'� �'���`�� <br /> CC}DE LAWS. ALL WEL.C}1NC SHALL BE CERTIFfED B'Y WELDERS (W,A,B,{?, j ' � • _� - - ��%�1,�:�-�T".�� r �d� t� -. � <br /> dR EQUAL} US#NG Efi4 C?R E70 ELEGTRC}DE�. SHQP DFZAWINGS OF AL1� , , � � . �+� �`,. � �`� '�`�`�'`� �?�'� `�- <br /> PRE-MANUFACTUREI}ROOF TF2USSES: ; , , � . °-- � <br /> STRUGTURAL STEEL WQRK SNA�L BE SUBMITTEC}TQ TNE �NGINEEFt ___._ __ ___ .��e �: ._ �.. ', .. ` . ., -.-, � , �` ' . ' m-� � <br /> TRE.)���5 SHAL�. BE PLARIT FAF3RICATED C7F D4UG�AS-FIR/LARCH QR ' ' .,� • �_ � �."•� ;.� , �';•- .• �iT� � � , � ```h � i <�r��y <br /> FC}F2 APPRC7VAL PRIC}R TQ FABRIGATIC�N. ALL STEE�. MEMBER�SNAI.C� � � . . � . �i '� . i . --��x►- ~- `; � -�m.. k T Jrc..` �rr'�����r?-� �-.,, <br /> BE GIVEN ON� �HC�P CdAT C}F APPRC7VE� PRINER. SURFACES TC} BE HEM-FIR. TRUSS MANUFACTURER SHAl.�:SUBMIT SNOP DRAWINGS ; � . <br /> ` ���� � ,� �'• '='�,, !� �,��`!`� � ' , ,, � , ���.�:� �'� � ��-� <br /> � AND CAL.GU�ATIUNS Sl'AMPEi� SIGNEE}AND DATED �Y A WASHINGTC}N � �� �! � t- '-� �+ � <br /> , ENIBEDDEa �N CQNCRETE, �UR� PRC7C7FEC} UF FIELD 1tVEL�E[� SHAI�L ' • � > = ' , �. ' ��� � � " �' � �.�� <br /> E R!C?T�C} � STATE �ICE�SED STRt�CTURAL ERiGINEER. ALL TFtt.JSS PLATES ANC.} � � '�� ��� :��� I � � .. `� �/��ft�r�'� 1+��- ` ;�..�� � ������ 1�'7"�:�� �� � <br /> NC3T E3E PRIMED. ALL BUL.TS SFIALL BE A32� UNL. SS "� ��k'r=.i�=��!',�,!-ti�`t � <br /> Ct�NNECTORS SHAL.L BE I.C.B.t�. APPRC}VED, VERiFY MECHANICAI� UNIT ����?� - �, . .y - _ , . i t ' ' �; ��. �, .4,� u I t�'�� „� <br /> C�THERWI�E. ALL ANCNOR BE.OTS SHA�L BE ASTM A3(}7. G{��UMN LC?AD5 ANQ LQCATIC}NS WITH SUPPLIER AND FURNISN ADDETl41�AL :$ . 1� � . ' �fit�sr-�1' ° ��`!�`� �� � 2�t�� � :�� .C� <br /> a AM1I�NOR BOLTS �NA�.t� BE FURNlSHED WITH 2 NUTS AN� 2 WA�H�RS � ���;����-�-� `� ;�` � , ` �,n �'"V�=,,."~: °� V�.�T`I �'��xt�+� �� <br /> EACH BC��T IJNLE�S Nf�TED OTHERWiSE. TF�USSES AS REQUiRED. TRUSS MANUFACTUREFt SHALL SUBMIT � .. ` �� �-�d`, `,; ��-�,�: "' , „� v�, , � ` 1�''�� �,� " i� � ;� . <br /> C. ��?J'�' � "��.` �.� e �' . � ?"1�`�' a-•,� � �:�:�..,r � � <br /> SHUP C}RAWiR1G�Tp THE ENGINEER C?F RECC}RD �C7R REV3EW ANC7 �r�„�,,� _ �_: -:'"�',;�'�"• � �,,�„I � ,` ' r, '�,�.!�- ��j;� � <br /> ��. <br /> ' ' �.'"�.��g. � . <br /> } ,� � <br /> . � APPRUVA� PRIOR TU FABRICA�"ION. " • ' " `� ' . � ,; • � :"��f/ � ��.� . � ° : rt� '�?ti"�t�'A' v <br /> STUCTURAL TIMBER: � �� � � 4 �� � � � ��' � f �,. � <br /> , �� 1�1�'�r-� ,t 7� , �E . -; � ��j. / �� ��+��L�:� � <br /> {� .wK.. i.. �� t / � � y C;t f 1 `+...�.� " � ` "" �f:)��:�L.r f'. <br /> ALL GRADES SHALL CC}NFORM TO WWPA�RAQING RUL�S FC.}R , . ,`- _4 . - � , .. °.` , �c� ��.�.���� .' " . .� �. ��,��� ,�J�'� ' � �-�. �.....`_"_" � �lr�,�. �' , �J��t�a , , ' , ', , � � cr� � *� <br /> WESTERN LUMBER, L.ATE�T EDITIQN. PROVI�E CI�T WASHEFt� UNQER 51�ECIAL CONDITIC}NS. s ,�...� �� sy�'��,"�"" � . � � ���� I � r � , tll �.� <br /> _ _._ . <br /> TNE CGNTRAGTC}R�HRLL VER(�Y ALL DIMENSIC}NS AND GC}NC}ITIC}NS 1N = ' `._ � . _ - . � 4 . - -"�` . � `.�� . . �Il� ��'_ { ? �`�` � � � � °� <br /> A�L �IUTS AND BQLTS BEARING AGAINST WC?C}D. AL�WC10D IN � I �,,.� R .,�.� �- � ���„I�� ���'�1�� j +�.� 4 -� ,,�x� ` . - � � � -� C3� <br /> CflNTACT WITH CC}NCRETE SHA�� BE PRESSURE TREATED PER THE FI�LQ. A�� DISCREPANCIES SNALL BE REPC}EZTED TO THE � f � <br /> ARCHITEGT C}R ENGfNE�R, THE GONTRA�T�JR SHAI�L PRt?V1DE ; #��/� � � . ' ; ' n ,�, wy� .� ... . J��� � p tt3 s'c3 <br /> F�RESERVAI'IVE TREATMENT NOTE. ALL STRU�TURAL LUMBER�NALL ` �1 �� � �{ J�' �; ''� � i �� ' "'�ttT y`�� '1 � Jt=-�F`� I t'?� ,�.�� , , ` ����� � ,`�� a .`�� <br /> ADEGtUAT� SH4RING AS REQUIRED Ut�TIL PERMANENT�C}�JNEGTIQNS � �/ t � \ lctJ ��rf�� '� ` � ' ' t � /` ��,��, � .'r" �p . <br /> �� r�ar�o ���vw: ; � .. .. �i��.� ._ ' ,'.� � . t _ . . , <br /> ; ANO STIFF�NING HAV� BEEN INSTA�l�EC�. TNE CC}NTRACTC3R SHALL � � ._..�---. _.:,,u.�._.0 -.� A�5 C} � <br /> 2x F�C}C}R& RQC7�JC?I�T HEM-F[R#2_______---__..___-----Fb = 85Q P�1 t V�RIFY SIZ�ANI� �C}CATION f3F AL�t}PENiNGS iN THE FLOOR, RC)C}F, � ,�� : +��'a'�'.�'.. t - _ - �.�_..�.� _ �..,,^ ry� � � Cs t� <br /> . � ; �, - .__ . ,r� <br /> , ... <br /> 4X �EANES C?C?UG-FIR/L.ARCH#2-----Fb= 875 PSI AND WALLS WITH AL.0 THE APPRC}PRIATE DRAWINGS. THE , . cl , I�'� .. � � � ` ���� •'; ,r '-�, :' `�` `' ` • '• ' " � � �� �, � �� � � � > <br /> � �z�J� <br /> ��...� -. --- . <br /> 6x��AMS DOL�G-FIR 1�.ARCN#2-----�b =875 PSI ���` �� � � -: <br /> .. . _ F ., ,.� - �{ r_ _ .�-- ' <br /> � GC}NTRACTt}R SHAL.L CC?C?RC3INATE WI7H THE BUILDING L7EPARTMENT ' � <br /> _ a--,�,. � �r �� � �� �-, -_-.�-.�:.�..___-- �--._ ---�--.`� .�... ��. J�. ` Y.'`� � 1.� d�I� � � <br /> .� <br /> COLUMNS C7t}UG-�IR 1 LARCH#1---Fb= 1,000 P�I � ���tl� �'��/�r�,,� _". ��/'r�- :�'��.%l;� <br /> : _ . r..,. . <br /> ,� P{7R AL.L BUII.C�ING DEPARTM�.NT REC2UIREC} Ih�SPEGTlC�NS. [�O NOT � _ °:-�' � �;':�-� _ ti , :.� � , - �;� � �t ' ��- f�,�,� +a <br /> �UMBER Nt7T NC?TED DOUG-FIR 11 AFt�H#2-----Fb=850 PSI . ,..w, �� ,._..�.....Y._�.,�..=__� � �--~ ---�-�- '� , �' � <br /> SGALE THE DRAWING�, TNE DETAILS SN4WRI ARE TYPICAL AND SHAI�L �%"�� � r � � �:- 1- �j��`�� �� � f .e.. <br /> ,;, <br /> - � BE USEC} FGR LIKE OR�IMILAR CC3NC}ITIC}NS NOT�HC}WN. � �"`� . . � Jr �t�,� �_f ti-_���,��,� �,�- '"� <br /> ������ ���"r'�a#. ,� �'�;� '" �-�:� . , °'��-t�1�`t?#i�`' <br /> � _ .¢ �; ...�-. . — _ ��i"���.`�" , � fC� <br /> , <br /> _----_- -_ __________ _.__ _. <br /> _____ -_ _ ___ _ � STRUCTUR,AL C�ETAIL STRUCTURA� DETAI� ���T�UCTURAL DETAIL STRUCTUR.AL DETAI� � <br /> �HEARWA�� ��HEDULE GEC}TECHNICA� N4TE._ � �.{� 1 �. 1 <br /> , _�_ _._..�_ _ � <br /> � N.T.S. N.T.S. ��.� ��'t��..-~�' c�� N.T.S. N.�'.S. <br /> k NAILING SPACIN� � TlJ � ,' . � ��' � ��'' M�� � <br /> { � __ ALL V1/OR1� I NCL.0 D I N� �TRU G RAL � A �ar��,��� � !: ��s<,��������us���g;nr�enri,t��„� 11 f ��.� ��.� ..-�`�,�-`. ���� .�.�,,,,�� ��� <br /> _ I ALWBL. SNEAR , � , �`��f MITCI�ELL ��i�ii'�E�R.Lt�fG LI�C; �-.-.�'� <br /> SHEARWAL.t� NAIL ; �( = F1LL SNAL.� MEET TH� REQUIREMENTS � � ��,� <br /> � <br /> � , [7SGNTN. S�ZE EDGE� STUDS TOP/BTM, BL4C�CING HEM-FIR #2 #/F�". � OF MITCHELL ENGIRIEERING PLANS , ����� fi '/ ,;L "' - � �` .' � ��`M�� `�` <br /> ' � ' � �� , ��:� � ���51�P� <br /> , ��T� ��c�u���o � ��1���'� <br /> T� _. t} �� , NC�TES AND DETAI(�S ARID AL.L � ` '�r.� �.�w� , � _ <br /> _ _ ; -,, j � �r • .,;' ��t �s:G.G,�� . ' f,: ;, � <br /> "' ��.-� �{� � ��.� �7 YE�J ; ��.�} I �'`��� e t-�,+_--- _ ���lc#-� ... r1.¢�' ��,��� i <br /> _. _ -- __ � � REC,�UIREMENTS UF TNE NGA �--� ` <br /> . `�` .x. . - <br /> ± P1-4 8d � 4„ f.2„ 4„ YES 3�.0 GEdTECNRIICAL REPOFZT #983917 � � _� , ,��� . � . 2�t��4'� ,�% ���.;,��1� <br /> _ <br /> _�. _ _ _ �� ��. , , � ����,��. �:4.��-;, . , <br /> P�.-3 , 8d ; 3" , 1�'" , 3�` YES � _ 4�0 _ � DATED MARCH 1 C}TN, 2017 SPECIFIC T{� �,� _ � ,� <br /> � �J <br /> ___ ' <br /> P�-2 ' 8d 2�, � �2° ; �" YES 525 THE �ITE AND DEVELOPMENT �� ' ` � �.�.... -$ ,. r '��i�;�,�,�,� : .. _._ _: , _v <br /> _ _ �.` � �,�,��'wl � 1 <br /> P2-3 8d 3" 12°�d_3„ _�___ YES 800 _ PERMlTTED AT 3�20 BRt�ADWAY, � �.—ri r�'��'� t'� �'���J�` ��'�'� , , <br /> �,_ _. <br /> P�-2 ' 8d 2" �.2" ; 3"� YES-_ �__ �.05{} _�__ EVERETT, WA 982Q� � � . G��lA"•� � <br /> _ __ �� �� � � 3� � � �,� w ,��t��` . -��'�t`��� • _ <br /> �� � � , , <br /> SHEARWALI. SC�-IEDULE NOTES: � �,� � � � . _.;_ __._ �i . . � - ��v���P�4� ..�._..� ... � .�,.� �_ .�....�. �����"r� (,"�: � r��,1u.�a� <br /> _ __ r 1-!,'r� ��t�F-� � �Gta+��;Co�ce' 1r�*�'AL <br /> � 1, P1 -l�;A.P.A. RATED PI�YWC}C}Q �R 4RIER1�!`ATEEa STRA�3[} BC}ARGl (4.5.�.}O�1 C7RIE SlQE QF WAL.L. � � � ,�4'ac ���' _ �- � �+�� � . ' ,� �����-"--- ;. .� �'�� - <br /> _� ALL. '��.�'- ��r� . , , <br /> �,. <br /> P2 �s A.P.A. RAT�Q PLYWOOD OR QRIENTATED STRA�ID B�ARD (t?.S.B.}C}N ONE SID� C?F W � �� . . �, • �,�.� ���� ----.-- —__ ._. i ,..._ ---- <br /> � _ _ <br /> 2. FPR P1-3, P1-2, P2-2 c� P2-3 SHEAR WALLS USE 3x STUDS AT ADJC�IN11�1G PAf�IEL EDGES.AT : ` �'�ht� , � t'��� �� ����fa',� 1,�� <br />�' NIUDSILLS NAILING SMA�L B� STAGGERE[7 PER FC}C7TNQTE (I) dF 1.k3.C. TABLE 230�i.4 # � ���at�#±�I � - - - � ���"' � - �j:17"?�� ',.�f <br /> ,� .�_. <br /> 3. i�1AlE.S SHA�.L BE 8d Gt}MMC}t�t. {d=.131 iNCH} � .�...-,� .. �. � � `,� � - � �Co� s _- ,� � 3a �•; S 1 j'.� ' " �i {'� <br /> .� <br /> ,.._..__�-�►, . <br /> " � ef '��/��0�� t�7r� l� �'{� �' � �r — ����'` .,.., � ; .�,..�..-�`?��- ���.. <br /> ,r , � � � � °' � ;� <br /> 4. WMERE P�YWC}t}[� IS INSTALLEC}t}N BC?TH SID�S C7F WA�.�.f'�YWflOQ JOINTS SFiALL �ALL QN �„» ��` ! r��%�,� �' � �,�%� ���� ���'f+�`°�' ����'� <br /> SEPEFtATE �TI�dS EACH �1DE. `�,�'� �� � l������Gr���G� f I��c�t���.�j�� _ �� ���. . l A <br /> t�' ._� �� ��,�� <br /> . <br /> A .�#f�SS � �l�� ��r�t �-�..a '� • � `� <br /> 5. AL.L PANEL EdGES BACI{EC}WITH 2-INCH N4MINAL QR WIC}ER FRAMIN� Uf�LESS Nt�1"EC} , �`'�,s�, k , ,,1,,�,� .°�, �,`� � ` ��'�`� ��`���' _ � . �"" E ��+��` <br /> C7TN�RWISE. INSTALL PANELS EITNER WITH TNE �!`4EETS FtUNNIf�G HQRIZONTAI.�Y. SPA�E �„ ,.. ` � '� �t . .a � .--� { ' , ' � ' �. /G•��t.�'o� � �' �� . . " "_� ���'��':�-t ����": <br /> RTS. . � . � t� �� ��°��F� C1 r � "��Tk�S�' G�� f�'"� �f� ��� � �. ,� <br /> NAI�S a� 12 INCHES C}N CENTER c� INTERMED3ATE SUPPO �-- ��� �G� �„ � 7" f�,�" � _ � l`!t� .� ���t�t� <br /> G, A�.L ANCHQR B(�LT� SHALL BE lNSTALLEQ Wll"H GALVANlZED PLATE WASNERS. REFER Tt3 PLAN ����''��� � � �� ' ' - <br /> ��� -"' , <br /> � � � � 2��.� �.$ <br /> Ft�RSIZE. .� � � r� ����f,���, �� ��l� � ��'� , � �f.��� ,���� j ���r p ��� ��,'�' ?�11�f.°1�• <br /> ,, . .� �r���}� � � � '2�� � ����9� �4 � C,�r�. <br /> 7, REFER TC} FUUNC7ATIC}N PLAN Ft7T ANCH{�R B4LT�IZE, �PACENG ANC} MUE�SILL-RIM � �€ ` T���., .` ` �/ <br /> � G�RlNEC�IC?NS. "� � �Q7�� � � �E� � �P� � � G'�.,�.�}/�+`lr`�2 <br /> 8. P2-2��IEAR WAL�� �NALL gE t��s� P�YW�Oti t�N EACH SI�E {�F WALL NAILED w110d C4MMON ���� � ' . !:� . � , � � � 'T��� � ��� ���T1�r-����' ��_����� � <br /> NAILS SPACED a�}2"�.�. USING E}.F. #2 STUDS/PLATE�. ��L �TAiL ,� ���`� ��' �J��r�,,� � '� �.`����� �, <br /> �M �i -4 ,,� _ .�..�� .�_ ��' 1 �'llr L"�'��r�t`{t� <br /> , ■ <br /> STRU�TURA �� STRU�TURA�. C�ETATL �� STR��TURAL DETATL �� STRI��TURAL DETAIL <br /> �� N.TS. N.T,S, N.T.S. N.T.S. <br /> Copyright 2016 j <br /> � � � � � � <br /> ARCN77'�CPJRA�[}ESIGN h450C[..T,ES,P.S. 1 <br />