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APPROVED BLD PLN RESUB 1-Revised Plans with Comments
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I �T 7'7� �► ram. �y ..,.• - --�_ �J41�� -- -- - - �� t�•� .117��� �� yr. • � T� Pew _ -_ T . � G r 1 �� M • � ,_ o r ia. ,. �. �_ �. 4 o a � �� � ~ L•J C Y [C .- �•� � _' L� W � �% } >~ � �.N z o [!. 4 w a� `'' �- .� � err � . Q ��•,; .�,ti -� � �_ rn�rn �'V� ■ VJ Y�' � :�,;:. 'r� ...J �] R . � � W� � �� � �►-y��� 4JtiJ � � V � V � � } ' - �� i �. I �� 4 �� �� �1 �� � ���IS�p3 �� . _ _ _ 1 _ - - -- -- _ 7821- 168th Aae. N.E, HELL EN GINEERIN G IN �. � '�°°�� �A g�°�� ��z�) ���.�soa mucheliengineeringinc�mcast.net �� � � �...�r.� �ar.i,r.�r..rwr�i.riw 1 y� � � .: ��" taw � �� �� ��=�i�r �� ��� �� :,� �a►1i.�f �.��rA� ��� �L�• �d�1 r err... r ����r t �' �� � ��` � rw � n�nrr.r.rwww.w •••rr.rlr. r raw ..�f� ! - • � •� v= ���C� � ��1� � - - � � 7821-168t�t Acre. N.E. MIT�HELL ENGINEERING 1N�, main°na, wA g�°$� • [4z5) �a7-�san initchellengi�xieain�inc@camcast.net ��� r STRIIC'EURAL Nt]TES b15 GRADE 40 FOR #5 AND SMALLER REINFORCEMEN i' AND GRADE 60 FOR #6 - AND LARGER. ALL REINFORCING BAR BENDS SHALL $E MADE COLD WiI'H A CURE: - M1i�IIIv[i3M RADIUS OF � BAR DIAMETERS [ 1'-T' MINIMUM}. CORNER BARS (2',-4" DESIGN IS iN ACCORDANCEWITH THE 2D1 S INTERNATIOI+IAL BUILDING CODE BEND) SHALL BE PROVIDED FDR ALL HORIZONTAL REINFQRCEMEN'I : LAP ALL [LB.C.) A5 AMENDED BY THE LOCAL BUILDING DEPARTMENT. BARS A MII�TiMUM DF 4$ BAR DIAMETERS UNLESS NOTED OTHERWISE, UNLESS NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE I4IVE LOADS: FQLLOWiNG MTNINIiJ1V[ CpVER; . DEC[-----------�--60PSF - CONCRETE CAST AGAINST EARTH 3 II�CHES LATERAL CONCRETE F�'DSED TO EARTH aR WEATHER: _ ` 'VEND---••-----------E�CPdSURE B, $SMPH1110MPH(ULT)1 WIND PER ASCE 7-18, #6 THR[?UGH #1$ BARS 2 INCHES SECTION 25.5.3 #5 BAR AND SMALLER ].-112 INCHES SEISMIC---�•-••-----SITE CLASS D, SEISMIC PER ASCE 7-1$, SIMPLIFIED LATERAL FARCE SYSTEM, SECTION 1�_14.8.1 TRUCT'ETRAI. TIlIIBER: ALL LUMBER SHALL CONFORM TD WWt'A GRADING RULES FOR WESTERN �[3LlNDA`TiONS: LUMBBR, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND EXTEND FOOTINGS TO FIRM UNDISTURBED Si]IL, ASSUMED BEARINGr CAPACITY BOLTS SEARING AGAINSTWDOD. ALL VV04D IN COI�PI'AGT WITH CONCRETE DF 1500PSF. ALL F.XTERidR FOOTINGS SHALL EXT END A MIl+IIlUIUM DF 1'-6" � � SHALL BE PRESSURE TREATED IN ACCORDANCE WIT�I AWPA i3I AND M4 BELOW ADJACENT EXTERI�]R GRADS. STANDARDS. ,ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: CAST IN PLACE CONCRETE: �X DECK JOIST DOUG-FIRILARCH #�--Fb--#350 P5I F'c�3t71� FSI >� 28 DAYS. MINIMUM S-lf2 SACKS OF CEMENT PER CUBIC YARD OF 7,X RCAF RAFTERS HEM-FIR#2 F1�85U Psi CONCRETE AND MAXIMUM OF 6-314 GALLONS OF WATER PER �4# SACK OF 4X BEAMS DRUG-FIRILARCH #�----Fl�8S4PSI CEMENT. NQ SPECIAL INSPECTION REQUIRED. CONCRETE SHALL COMPLY WTi'H fiX BEAMS DRUG-FTRiF_;,ARCH #2•---Fb=85UPSI ACI 315-14 SECTION ?,6.4.2.1. MAX�IrIUM SLUMP IS 4 INCHES. ALL PHASES OF LUMBA�It NOT NOTED HEM -FIR #2---�-- '--rF1�SD PSI WORK PERTAINING TD THE CONCRETE C4NSTRUCTIDN SHALL CONFORM TD BUIIrDING CODE REQUIREMENTS FaR REWFORCED •CONCRETE. ALL - MISCELI,ANEDUS HANGERS 'I'Q BE SIMPSDN AR APPROVED EQUAL. ALL REINFORCING ��`�' ; D+I?WELS, ANCHOR. BOLTS, AND OTHER INSERTS SHALL BE HANGERS SHALL BE FASTENED TO WOOD WITH FROPER NAILS. ALL HOLES SEG'URED IN POSITION PRi4R TO POURINGI CQNCRLTE. ANCHOR $4LTS FDR SHALL SE NAIi..EI]. MACHINE BOLTS TO BE A 307. ANCHOR BOLTS INTO PRESSURE TREATED SILL PLATES TD FaUNDATION'VVALLS TO HE S18 INCH CC3NG�RE7'E SHALL BE 518 INCH DrAMRTFR WITH 7 INCHES OF EMBEDMENT INTQ DIAMETER WITH 7 INCkI MINMUM EMBEDMENT INTO CONCRETE AND CONCRETE UNLESS TiQ`TED OTHERWISE C�V THE PLANS. ALL AiAII.S SHALL flE MAXIMi31vI SPACING OF 2 FEET 4N CENTER. NiINiMUN[ 2 BOLTS PER SILL PLATE COMMON WIRE NAILS. NAILING SHAii.. BE IN ACCORDANCE WITH THE CURRENT PIECE. ONE BOLT TD BE FLACED WITHIN b INCHES DF EACH END DF THE SILL I.B.Cr SCHEDULE. , PLATE. DIPPED GALVANIZED CdNNECTDRS SiIALL CONFORM TD ASTIVI STANDARD 153 AND HOT DIPPED GALVANIZED Ct�NNEC'I`ORS SHALL CONFORM DECK 5HEATHING: TQ A5TM AG53M GLASS G-1$S. STAINLESS STEEL FASTENERS AND CONNECTORS � SHEATHING SHALL BE � INCH TONGUE AND GRDC]VE A.P.A. RATED SHEATHING. SHALL BE TYPE 304 OR 31 b. SIIVIPSON PRODUCT FINISHES CORRESPONDIIVG TO SPAN RATQd['ir 48J`24 WTi'H LONG DIMI�FSION PERPENDICULAR TO SUPPORTS. THESE REQUIRE.MENT� ARE ZMAX (HOT DIPPED GALVANIZED} AND SST 30� - � UNLESS NOTED QTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON ., .r i , ;s [. r , �; :�' . -, « w �- �� ,.. r, �, � w N •-f „� Q�- (STAINLESS STEEL}. FASTNERS FOR�PRE55URE TREATED AND FIltE-RETARDANT _ i CENTER AT SUPPORTED �'ANEL EDGES AND 14 INCHES ON CENTER AT ! � TREATED WORD SHALL BE ZMAX HOT DIPPED GALVANIZED {G185}. INTERMEDIATE SUPPORTS. THE FLGDR SHEATHING SHALL SE GLUED TC7 THE _ 3QIST AND THE TONGUE AND GROOVE JOINTS WTFH AN APPROVED ADHESIVE. � REiNFQRCING STEEL; ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE WALL SHEATHING: SUiLDWG CgDE REQ FDR REINFORCED CONCRETE AND THE SHEATHING SHALL BE 7ilb INCH A.P.A. RATED SHEATHING, SPAN RATING 24t4. MAM]AL OF STANDARD PRACTICE FDR REINFORCED CONCRETE CONSTRUCTION PANEL END JOINTS SHALL OCCUR AT SPORTS. NAIL PANEL EI?GF..S WITH 14d � ' BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFC-1RM T4 ASTM A- 1 �1 f ROTECT ■ �'�����" ���' � SNEE'I' NO. �� OF r � � •D BY � ° PRG17�C'I' �f'�I� ��� SHOT N[3. �F Y`'(,'1/1iF 7 BY - PREPARE � , �� UBIECT IOB NO- � '�� ' � r � DATE ' � �� SUDiECT IQS ND. � - • � ��i - � �' : ' ! � -- - - t - �- ' 1 - _. � - - . _ - ' , r '�� _'���' A��, rr.�. 7s�a - ��s� Ave. N.E. MIS' �'�IELL ENGINEERiN� IN�. 7821- f�81�i Ave. N.B. + CHELL EN[�INEERING INS. Re�o�, wA ss�s� 1VIITCHELII EN[iINEERIN�i INS. - R�4nd, WA g�� • f4�5) 747-15�0 � R�� WA �8i352 f425I 747-i54Q __ . _ . _. _.....� .._ __ ..: • _ _ ._ _._ _ .. ._ ... _ _ ._ � _ _ _._ _ _._ -• --- . _ _ .- _ , .-.. _ _ , .. _ . , . • - - -• ' - - - f4� 747-iSUn _ .. -- - -• _ _ � _ •. - ._ _ .. _ _ _ . _ ! NAILS AT 6 INCHES 4N CENTER AND IQ INCHES AN CENTER AT INTERMEDXATE - � � �•• � � t � t - - - -, - _. . _ .... _ . _ _ .. ... ....._ _ .. � _ ! SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. �• � •-f r - , - � � -, -;- - - -, -�-- - , •-- � ----*---- � ._ t I � � DEC . ..,-- ._ --- _ ••---.__ � __ _ � ._ _ ,_ ._ __ �! _� '�� • -_, _ . - --._-- � : _ -- `- -- ' t .,. �_ i _ _ ' _� � _ ; � _ � r ,r,_�,_ � .. 1 � � -- - _. .. - _ - ' � -- - - -- - _ .. _ _ --�"'- ��%�.. � �.,L... - -- •..... FRDVIDE FULL EFTH BLACKING FOR dDIST AT THE SLJPPnRTS. FLUSH BEAMS 1- � � - I � � t � � _ � f T � � _ i � � � � }l i l i - - ; - - - - � -- . -. _ . _ - - . - .. - -.. _ - - -- _ �--- - _ . � • _ [FBI AND HEADERS Nd'I' CALLED OUT D1V THE PLANS SHALL EE ;�2�X8. ALL � � � ' � i - - - -` i 4 i ,- -f -� • ; � � { _ _,. �_ � VERTICALLY LAMINATED CQLUMNS AND ER5 SHALL BE SPIKED � � � 3 .._w.._-__�..__-• ._.. ��- - • --- •-- - � - .•._.��...._.._._ _ .._ _ •_ -...-- -- _ _..:__ .�._ � i `, � .� _�.�-; _..;_— 4r . ; _ �- � ' � } � 1L �, ! I - - - _ .. .. _. _ .. -- - -�- -- - - .. _. . - .... _ f -- -- -- -. _ ._ .__ ... TOGETHER WITH 17.d NAILS SPACED AT I2 INCHES ON Cp�7ry+p E i ti � ► 3 I � i � '- t I { I - � ! - F -` ]- ! { - ^.1 .� .k .-, _ [._ ; _ ' _ i � - - -� _ .. .. _.__ ._ .. �.. . _ .....___. .. .. . .... ._ � , i31R133R. f ` , j � -� -� -, � - -_ ; ! -} - { -• , - - -- -�- R ---! + � ---� �I •�- 1 --+j; � - -- } -, - s• � - � _ ___... _...... _ _ ._ ._ __. _ -• • - - _ _• N . _ - -- -- - - •-- - - -_ .... f gEARII�TG WALL FRAMIl�iG• � � � � r .�.��....- . - .-....._ � .._ . __._�_._ .... _ �-• - - • —.. — _ .. .._ - r ---�,'--•—� ! -� - � ���. _ �—_ { ,� -f +_ � .� .a_-- -+ - � _ ..._ ' -�_. � ��+'+"rT � .. .. I AND I � # � I J ALL DOOR �/ j I � � ' � # - � �n�.��� � + i , � ! •; t � � � T � - ' ..... _. •... ... _ _ .. _ _ _ - ^ _ ._-- -- _, .. • - WINDOW HEADERS NQT CALLED DUT ON THE PLANS SHALL BE � " 1 __ ....._...� -_..� ....- _ •+--�w......�r - .iT -, .. _• ._......_v._—_ ri ....... __ _ �. _ _ __ .. _.. . �. . _y_ _ � ._J. _ _ i_ ._ .1 _ � _ I : - + --i.�- ` ,_...� _ � .: �, _ ; _. ; _ ��.��I��. - - - - - - - •- --- _ _ .. ....__ _ ._ _ . .. - •- -- - j (2) 2X8 H,EM-FIR# WITH DNE CRIPPLE AND ONE 5T°UD AT EACH E ' # ' . _ Y • . • � � � � � �;�� + + - i • i- --�� _'• ` � ' I 1 { -- i _ i - i �-- F--- ! I . . � !. t _ � - -�-- + - - --- - - -- -. - -. - - - ND FDR i i I �._,. _- -�.. _ _ __.... _ _ � _ __ _ _ _ I _-_-- _ ... ,.. � .. • __.. -- � - _ _ • : _ _ -- _ � _ _ • 1 + -- -:--- _ ' -- _ •i -- • , _ ' -- ` _ . � ' .� -- . - •- - - - - -- - __ _ P ET WIDE OR LESS. ALL COLUMNS + � ' O ENINGS 4 FE NaT CALLED Oi.]T DN THE � + � � ._ � _ ' _ � _ _ ' � '..... � •} � � . •_ _. � ��'� ' . ' � �_ i � - � i � � � + • s � '- _ _ _ .. ..4 .f ��� . _ . .. .._ .� . _ . ��� I��'� � � �C � J{ PLANS SHALL BE (2} STUDS SPIKED TOGETHER WITH 1 Zd NAILS AT 12 INCITES ON I � } -��- _^ _._` _ � - _ - _-. .,._�.,. -ir � ...- .v.,,�.. - - _- .... _._.... ' -t i t- - - � - � - r -- - T ^i••' i- - I - .. � � -- . _.�w� � �� �- �/, �► � � �� _ • u. . ,ter r ! I j I } • ' � . - _ I � -:'� _ � I '' _ t • � � � � I " i' - . ... ... _ _ .. _ ... -- - - _ _ ._ _ -- --�. � - - • - ___ _ -_ . � ..... I CENTER PROVIDE 2 LAYERS OF BUII.DiNG PAPER BETWEEN WDDD AND I � I � ...--•--t .. _...._ _. _ _... ..-..._ _.... ,_..-. � _....._.�..,._.f � � � .I. _ _;._.. ;... ; .... ,._ - I �, r. _ . _„ � -,- } .� ..� __ i .; ._ ; . � . _ , _ i - •ry � r ' I - •- + I • . _-•, .. _ _ - ._: .» . :.. .. i NCRETE. A STN LE { r CD WALLS SHALL HAVE G BOTTOM PLATE AND DOUBLE TOF � � � I r � 1 1 [ PLATE. END NAIL TDP PLATES AND BOrTTOM PLATES TD EACH STUD Wi"I�i 2-I6d + � � t t r ,� # � � , J - � � , } i• I � •; � _.. _ _ _ . _ , _ • -- - -- - •-- -- .. � _ _�.. _ .....: _ _ �. _.... _ _ _ _• � NAILS. FACE NAIL DOUBLE TOP PLATE WITH ltkl IYAIIS AT lU INCHES D1V i I - • � _ . _ .____. _ _ _ _-- _-- � Y .� � : _ �..^.. _ _+ __ _ w . _ . _. i I + { � - __ e � _ i r.. � .'.. i _ [ _ 3 -.+ i i �_ •, .. .... - _ _ _ . _ _. � » .. _ ._ _ _ .. _ _ _�� �'�. __ .� . - -- CENTER LAP AND FACE NAIL PLATES WITH 2-1 Od NAILS AT EACH SPLICE, i � i � i �I � •, - � � � J t � # � i I � } •i .+. ..; . F�- � �^'T' }. � _. .. .... _ _.__........_.... .. -•- _-_ - _--. _ - CORNER INTERSSCTIDN: STAGGER SPLICE�A MINIMUM OF �•8 INCHES. � .1_._' ..:........�� .__ .... .�_ ....s r_ _.... _-i.: �_ '.�f�.;... .... .. - , .� f.� +.. ..f._ L.. r ti_. ^-� - •,�^-'�`- r ---` I � - ._-.......,.. ....._ w ._... _�_..__,» .. r. _. � F ' i - - •, I ! r�-r � �• , i i - � E �v t ` .. _.. __ .. _�__ ...� •/ - s i! j� f E ;' a �7 R•• ' f I � . }.__. �...�.._.. y _ � � r -i 1 , �^ . } e � � � + � � ...,. « .. _.. , ,,.._. .. •- !+ ' __.__. �,•�' �. •_, .« �.....__. �• �• � i�r �' I f } + I - �'� I � ��li.���^ 1 + i ! i _ _ ri r it ; � � � j t i � ... w _ ..... _ :.ac �.-..� �. r . .w -_ . d � � .i+--4�-..-:w. ..J,.....__ ... +-_ ^. •'-f_..... _ .1�~.. vr. 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V rs i , � , = �� •� [ � ^ t~j }�{ I i 1 •;. _.I^ i � � i -� i - _�......._. ........-.. ....... .- _......_'Cr1i»�"I•fw � - '� - -- _.. .. _�.... .���....-. - _ _ � � ' � ! r � i L . {.» + -.... •_�} _.� _ '. ... �r+.�/f�1 � ..-.._• - � _ ..... _- - •• � � •� ! �-- 1 �__-•� ..} � - i = �4�-•e �. S � 1 � i i � i ; � r _.... _ _ ._ ._ -. ..... .. ... _. �.-.• --ti - - _. � _rww� f .-_���TJ��-_.r- I - I � i 1 . I 1 f iiii - - • - � _ _ �� �� ' .-. � - _ / ! RESUB 5/12/21 . CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �� �� E s ter: 7821 - 1GSth Ave. I+T.E. ' ' M1T�I�ELL ENGINEERING �C. I�a�flna,wAssQsa [425)747-35QQ � . rnitchellengin�*?�� �?c@comrasi.r#et I . ���. �j � - ! .,� ��� '� ���� ��� � 11 J L� � � � � ��c7 • r � � � .... �� I �!"� � i.� SST ��o � .� �� � � ..� � ���� ' �. r � _ ���f I �� �� � r � i � s �'�. - _ .... � . �%��� ., .. . � -, I ! .� �= � � .. � ... - .�Ic r�.�� � ��t _' �a ���� ,�r� _�1 t i �-irr� ��� r...� -- r - + �� r ^ � .Y _ , f.. ��� . �� .. • ��� � • �r� � J� . - ,� - . i _ r � ��....a..�,�.--�...,.....� ` ���- � ���� r i ►, I y7 {}� r • �►� ��� � � ��� ..r ' •.. � ="fit... _ � � - � /� ��,��.` I I��� � I r .+ ! � y J r + � , ! ! �� r _ �� _ ��� � - 1, � J . - � __ `� i I - - 7821- I fi8ih Ave. Nam. 7821- lfi8th Ave. A1.1C, >rI�EE�u■ � �L.. Redmond, WA 98fl5Z I I � V'INEElll�l� ii� �. Redmond, WA 98052 'CHELL EN�'IP�+TEEitiN� INC. Redmoa w (425) 747-15fl>3 '� +'���� Ili �. (42s) 747-1500 (42S) 'I nQ9tchellengineeringir�r(g�otncast.net i mikchelle�girreerir�gincL�comrastnet - - �I i j ! 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I i � � � �- I �; �� t 1� _ -- � r.,� �� n I��� I u�'� ! �.. t» b y :r � . � k, :- ca `� �= r x 41 � •- ... I C Q � W � x� {J 3 ������ij�� ��.�� ��'� ,�.�-- K2 4 • � •�� �. •� �t +'.. = . 3 �� _�' ' S� .�� „ �� - ' � ; �, I { i ' t ; j i � � i . r � I , � ! � I �y�}t � � '• _ � ���GJI�'� r i � f ji i fii # f f t ��.��� �9 � , ' f , :�i��� I . �:. ,, - - -- ----- �-- � --- ---. _.._.. - ..._ -._ .._-._ ._. _ .. -- .-_.. _. - � � � - 4 i ' I i . �_ � � - � � �,+i� _ 1 � : �#F � : ! � ' � � r t - - � .' ��� I '� � �r�� �� � � ��� - � � I i � I � I ��' � w i � � I !} - � {j� � 7 • �` ►, E _ � � �C���. � I;� i - I � s� _ � , �I I ��� � � �� -- � � � � . fc.,� � � I � � , � i I i i ., i � � � _ I E � I I _ �J � . i-� � {4[ 1 i � 1 i � ' �� �rr� � ! `f � Q` of wAs�lti '�,, I �� � ������ ' � R E S U B ��f��.��� � �� - .. i - �7,5 w�w'' i ��A:' CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT e� 7821 - 16$th Ave. N,E, , N17�TCHELL E'N G�N�E� NG INC. Rearnnnd, WA ssosz t425}747-15D4 rni tcheilengineeri ngins�comcast. r�et � � ��: � �' � ��� � �� 1' �� �� I PREPARED SY �r"'' PROJEi:T ���'r-� ��'� � sH>v>�.� �o. �� alp DATE. � �r� ■ S#]13.IFsGT IDB ND. � �I ^� �% I +� 7$2J - IbSth Ave. N.E. MITCHELL L� NGINEE��tiNG INC. Redmond, wA 98652 ; •(42S} 747-ISa4 rnitcheIlengineeringincflcomcast.net �-�,L�� _ ��� � � ' ; *.+�! I � � � � � - ,. �� � i i i i I FREPARI� gY f PRDJ1~CT ��� . �* , SUi33ECT 5 d I I _� sHFF.'1' No. � o� JDB IVD, �`,/ �-----K . •• I I � 7821- lb8th Ave. N.E. MITCHELL ENGINEERING INC. >�o��, WA 98Q52 �425)747-1540 tnitcheliengineeringirec@camcast.net y . y � +� w. i w i �� �� �, �� � � ��� . �..�d �� �� j Qf s ! , P�iiPAAED i3Y _ '1" � • PROJECT _ �/ �� � �� — - - - SHEET ND. �� DF -- �i ,� i v 21- �� »ATE � su>3�ECT JQB rrv. _ ^ ■ v - ' STRUCT`URAI=i.� NQTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2a18 TN'TERNATIDNAL BUILDING CORE [I.B.C.) AS AMENDED BY THE LQCAL BUILDING DEPARTMENT. I~.IVE LOADS: ROB]F___.........._-_----�-25PSF FLpOR ----- -40PSF DECK--_--------------60PSF LATERAL WIND---------------EXI'USURL S, 8SMFHfl IIyMPH[LTLT)1 WIND PER ASGE T-I8, SECTIQN Z8.�.3 SEISMIC------ -SITE CLASS D. 5EI5MIG PER ASGE 7-18, SM'LIFIED LATERAL FORCE SYSTEM, SEC['ION 1 �.14,$.I F�UiJNDATII3NS• EXTEND FOQTII�GS TU FIRM. UNDISTURBED SOII,, ASSUMED BEARING CAPACITY OF I SOI3PSF. ALL EXTERIC}R FOOTINGS SHALL EXTEND A MINIMUM DF I'-6" BELOW ADJACENT EXTERIOR GRADE. CAST-n1i-PLACE CONCRETE: F'�3D04 PSI � 2$ DAYS. MII+TMJM 5-112 SACKS DP GEMEN'T PER CUBIC YARD OF GONGRETE AND MAXIMCTM DF G-314 GALLONS C?F WATER PER �# SACK OF CEMEAiT. Nfl SPECIAL INSPECTION REQUIRED. G4NCRETE SHALL COMPLY WITH ACI 318-iE� SECTIC]N 25.4,�.1. MAXIMUM SLUMP IS 4 INCHES. ALI. FHA,SEs of WdRK PERTAINING TO THE CONCRETE CtiNSTRUGTIDN SHALL CONFORM TD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, l7aWEL5, ANCIIdR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PdSITION PRIOR TQ POURING CONCRETE. ANCHOR BOLTS FQR PRE55URE TREATED SILL PLATES Td FOUNDATION WALLS TC] BE 518 INCH DIAMETER WITH 7 INCH MIlVIM.UM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING QF 2 FEET DN CENTER MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE I3QLT TQ HE PLACED WTi`IiIN b INCHES Dk' EACH END �3F THE SILL PLATE. DIPPED GALVANTLED CdNNECTflRS SHALL CONFORM TO ASTM STANDARD I S3 ANI7 HOT DIPPED GALVANIZED CONNECTORS SHALL C[3NFC3RM 'I"d ASTM A�S3M CLASS G-}.85. STAINLESS STEEL FASTENERS AND CDNNECTf?RS SHALL BE TYPE 344 ❑R 3 i5. SIl�rIPSON PRODUCT FII►1ISHES CdRRESPQNDING T4 THESE REQ ARE 2MAX [HOT DIPPED GALVANIZED} AND SST 3{� [STAINLESS STEEL}. FASTNERS FDR PRESSURE TREATED AND FIR�RETART]ANI' TREATED y�iD011 SHALL BE ZMAX HOT DIPPED GALVANIZED [G 185j, REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE FLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS F(7R REINFORCED CONCRETE AND THE MAN[7AL QF STANDARD PRACTICE Fi?R REINFORCED CONCRETE CiTNSTRUGTItiN �► • _ I - 782I -168th Ave. N.E - MITCHELL EN�INEERTN� INC. Reantand, WA 98oSa [42S] 747-�50Q . � � mitchellettgineeringiztc@comCast.net - � ���� � � a � �� . ., � ,�� .� _. ,� � �� �� � ►� � �� �'. �� �- , ���. � - � ��.� ��Z:��� �- �7� �� � �' - � I�.� _ :, � . i � �r I _ � �i� �� w �� � ��� ��� � .- ��T� _ C� .� � ��� � f rJ � PREPARED i3Y �1���� �uosE�r sxEi~r rro. �o» _ � � A .� 1 � � � �-17 � D TE SllBTEC'i' Ia13 ND. � • f �' J J }li l— - ___...-...---- _....___ _ _..- .. _.- -. _ .- _. -. ....-.-... _.. -.. AY CRSI. DEFC3RMED REINFORCING STEEL BARS SHALL GaNF4RIVI TQ ASTM A- C�1S GRADE AID FOR #5 AND SMALLER REiNFaRCEMENT AND GRADE �i} FGR #& AND LARGER ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADI�]S DF G BAR DIAIVIE'TERS [I'-T' MINIMUM]. CORNER BARS (�'-�" BEND) SHALL BE PROVIDED FOR ALL HdRiZDNTAL REINFORCEMENT. LAP ALL BARS A MINIMUM DF 48 BAR DIAMETERS UNLESS NOTED oTHERVViSE. UNLESS NOTE OTHERWISE i3N THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLC3W WG MIMMUM C4VE'R: CINCRETE CAST AGAINST EARTI I 3 INCHES CGNCRETE EXPOSED Ta EARTH nR WEATHER: #6 THRf)UGH #I$ BARS 2 INCHES #5 BAR AND SMALLER 1-112 INCHES S'TRUG"TI]l�AX, TIMBER: ALL LUMBER SHALL CONFORM TQ WWPA GRADING RULES FdR WESTERN LUMBER, LATEST EDITIaN. PROVIDE CUT WASHERS FENDER ALL NUTS AND BOLTS SEARING AGAINST Vi�dCID. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI AND M4 STANDARDS. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELf3W: 2X FLflOR1DECK. JQIST DCiUG-FIRILARCH #2--F'h=95a P5I ZX ROOF RAFTERS HEM-FIR#2 Fh-=•R50 PST 4X SEAMS DaCIG-FIRJLARCH #2---F5=8�UPSI GX BEAMS DRUG-FIRILARCH #2--F1�$5IIPSI LUMBER NDT NOTED HEM -FIR #2-------_-.�-.FIB=-85(} F5I MISCELLANEC3i]�S HANGERS TO BE SM'SON OR APPROVED EQ€3AL. ALL HANGERS SHALL BE FASTENED T4 WQDD WITH PRQPER NAIIS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-347. ANCHOR B4LT'S INTO �NCRE"I'E SHALL SE 518 INCH DIAML�`TER WITH 7 INCHES GF EMBEDMENT INTO CONCRETE UNLESS N[3TED OTHERWISE DN THE PLANS. ALL NAILS SHALL BE GnMM(]N V�iIRE NAILS. NAILING SHALL HE IN ACCORDANCE WITH THE CURRENT I.S.C. SCHEDULE. FLUORlIE]ECK SHEATHING: SHEATHING SHALL BE'/ INCH TONGUE AND GR[7QVE A.P.A. RATED SHEATHING. SPAN RATING 4SI2� WITH TANG DIMENSION PERPENDICULAR TD SUPPGRTS. UNLESS NOTED dTHERWISE NAII. WITH 8d COMMGN NAILS AT � INCHES DN CENTER AT SUPPORTED PANEL EDGES AND I U Il�ICHF.S QN CENTER AT INTERMF.DL4TE SUPPQRTS. THE FLOOR SHEATHING SIiAI..L BE GLUEI] `I'Q'IHE ]nIST AND THE TONGUE AND GItQOVE ]OII�`I'S WITH AN APPR[3VED .ADHESIVE. WALL SHEATHING: SHEATHING SHALL BE 711 b ING'II A.P.A. RATED SHEATHING, SPAN RATING �41�. PANEL ENT] ]DINTS SHALL aCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 1(kl i NAILS AT d INCHES DN CENTER AND Iil INCHES DN CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE I]RAWI �iGS. GLU-LAMINATED TIMBER: LANIINATED TIMBER SHALL BE DQUGLAS-FIRlLARCH KILM DRYER. STRESS GRADE COMBINATIdN OF �4F-V4 FOR SIMPLE SPANS AND 2�F V$ FOR CANTILEVER AND CQNTINUQUS BEAMS. RUDF SHEATHING: SHEATHING SHALL SE 7tI6 INCH A.P.A. RATED SHEATTHING. SFAN RATFNG 32I1�, INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL FAD ]dIl,1TS ' SHALL OCCUR AT SUTPaRTS. NAIL PANEL EDGES WITH 8d. NAILS SPACED AT � INCHES ON CENTER AND III INCHES aN GENTER AT INTERMEDIATE SUPFDRTS. Fi€aaUR FRAMING• PROVIDE FULL DEPTH BLOCKING FOR ]QIST AT THE SUPPORTS. FLUSH SEAMS (FS) AND HEADERS NOT CALLED QUT ON THE FLANS SHALL BE [2�2X$. ALL VERTICALLY LAMINATED GflLUMNS AND HEARERS SHALL BE SPIKED TOGETHER WITH 1 �d NAILS SPACED AT I a INCHES C]N CENTER. BEARING WALL FItA►1�NG: ALL DOOR AND W1NDDi�V HEADERS NOT CALLED OUT QN THH PLANS SHALL BE [2) 2X$ IIEM-FTC WITH DNE CRIPPLE AND ONE STUD AT EACH END FOR -OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT GALLED OUI' ON THE PLANS SHALL BE [23 STUDS SFIKED TOGETHER WITH I2d NA II.S AT 1 Z INCHES aN G`ENTER. PROVIDE 2 LAYERS QF BU•II..DWG PAPER BETWEEN �,�iit�D AND CONCRETE. WALLS SHALL HAVE A SINGLE BaTTDM ELATE AND DOUBLE TDP PLATE_ END NAII. TOP PLATES AND BQTTOM PLATF.�S Tn EACH STUD WI']•`i-I �-1Sd NAILS. FACE NAII. DOUBLE TOP PLATE'9YITH tUd NAILS AT i4 INCHES QN CENTER. LAP AND FACE NAIL PLATES WITH 2-1i]d NAII..S AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM QF 4$ INCHES. a RESUB 5/12/21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V �] y�,� � • 3��� A��.,%.. ors �� Q � ������� i c � •�' C,.�TE � �� ���. ' �, :� i �; a� 2J�� �� !-• �� � -� • t� � G - �' t• . r l- � - ti �. I - �1 ���J�Ti:J� �.1 ,� �� �1 >� i��z� v��� � �� �� � � � �� G��'p� �f�� • � i • J G"�� �'sP�-� fir- �.�..� L�'h--- G .�/' f%EL� �J�1� �I�i .1�1 # �. � .- .� Cr•;teiia Sai! i]ata~ Fci'oting Dimensions & 5tlengtl�s � Criteria Self Data Faotfitg dimensions � Strengths Re9tained Hmlpht � ' 4.r7a ft Agow SCiI 9eerlrsg . � t,500,4 pat Tae Vllisfth y i.a4 i! {�eta�S 1•{ergtd ° B.QD R • '' Ariow 5011 BearCng 1.5Da.4 psf Tae Width - � 1.5a tt Egt�valent Fluid Pressure Method lies! Wldfh � f .25 � s tY.rxi � l:WNafent Fluid Pressure Method Heel Wrdfh ■ �,� Wa# 8[3ova sag � � t3.00 ft !•feel Acute Pre$saxa � 35.4 pelfft 'fatal FaCtinp UVldttt � Waif herght shave self `leaf At�lva?f Pressure = 35.a ' &lopo l3etynd Wei � = a.Ot7 : f Tee Active Pressure � 35.4 lift Foatl Thlckneas � Slates Bai�Ir►d Wag 0.00 : f Ina Active Pressure �� Total Faoting Width ■ 2.75 � � � 1 a.00 irl {-tgrgt�t Di Sall ove►''fue 250.fl peTllt F0°�� Thicktlss+s a ZZQ4 iri ht a Sd over Toa l3.Ot3 � Passive Pressure = 254,4 Psflft = U.t7Q rn Pa9aNe PrassUre � Waler tratgttt ova• hnei � o � tt sell ben9ity � i ium pet � �' � o � � ►IUeat®+r height aver heel � n.o ft sail ❑er�Ity _ � sane poi � �, n.o�a M - l=oattngfiSon Frlctlan � •+ 4.3gq �YU� F�SII� Frlc�on = (7.3flQ = • VYfrx1 an Stern = 0.4 psf Snit trarpirt m ignore lGa]► f5fatanCefroni Toa � �00 ft i ffsy i]IetarlCB from Toe. n t).aa ft for }�slve pressure .� o.ov in 1"a � z,oaa�af Fy � 40,�a pet j uvrrrd an sEs� a-o �i so�nel � 4 e.an �s r� � �,oaa �$� verttoa! vomponent oT eolly� Footing Carxxeie t�anshyr _ � 150.ot7 per Vertical compCnent ei active FoaitnB Coracaete f]ensky � f �•�� iabaral sell pressure opiion+s: • , _ lt�tt. As % = A.W19 l - faterai sal! presauro vptlons: � ir,9n. As 96 # t7.i]01 s � ' tlSED for 5oB Pry � . Cavar � Tog = 2t3A &� � 8trrr•� 3.a0 In u9Ei� far Sod Pressure. - Cover � Top 23]ti in r� i3trn.= 3.0[7 in • • N�Ti1S>=1] for Sfid�g Realeianoe. f�QTUSEU for Slfding Rsslstar�aa. . USE=b for � l�e9rat'anca. U9F.37 far (7vere�mir;g ftasksfi�e. Surcharge Loads Lateral Ctaad Applied tQ Siam Adjacent t'nctirtg Load Sursnarga Loads Cetera! Load Applied to 5#em Acl"aserrt lrantang Lead , Surd'rarya oy.r }`eel � � 0.0 }� l.sfersl Laed G ea eft FaaHng � _ � Surcharge over Reef x 4).ti ?et Lateral Load a.f3 �,qt scent Faotalg L+aad � a.a `lead To Rer:iet Sifdttp$ Dvertum�g ».height to Top = r1.t7p Et Fooling irUidth = a.aa ft � Lfsad To Resist 5llding & dvrrbm�g ...i-ielght bo lap +� 0 � tit Fnattrig WTdih � 1}.a0 tt Surctusrge Drwr Tu4 + � ti.4 pat ...Height to Sattom x a,0a R >EccenlricltY = Q.F10 !n � Surcharge Over Toe x O.i? Ref .-yeight io Bottom a 4�R !t F_ccenhlct{y = U.OQ in Lleec! far SY4np & OvsrturNng s Wail to � CL b� i7.t]0 ft Used for S?id3nQ $ QverttYnk=g . pilaf Lnati lied to stem F Tgpe �� Lid ! wan m � Ct Wier �, ta.rao ft ease RtxrreiBernw Safi ` Ail al Load A lied tt? stem F � i.ine Load A�dat Dead iAad � a•a �s at Back of Wail � b'4 R ! F,x�l Lead Load a 0.4 lbe Base Aboval8elow Sa@ Afdel l.ly� Load r f7,p Ins PotasaR'a Railu � p.� ` p,xr2ef i.iura t 08Kt � t7.0 � _ at Back of Wail 4•t] R A� Lava �aer>tr�r . � a.n fin _ � t = a,e �, Posa�r,�� R�rlo a a3oa _ Axis! 1.aad Eccsntrk�ty *i�eS�ilBLirl1r118 S#em-�onsirl�ctian Ta Stesrr _ � ._ ''Desigf� Summa Stem Cal7stiructiat3 T Ste�'f . r '� � , j 13esi a � M Ai7gVe � Slesri OfC �.- stern O!{ �. �Yieq Si�tlitl► RedlodR 9 9 � tt a.oa �-�Vatl sxahflny Ration l?esign Eleig[rt A1w�e Fig tt = a,OR _._ Ovvsrb.>rrii>g � 246 ❑K. - Walt Maferlai Ahave'1•{t" a Ccrxrete - - . gverturNng = 1.84 OK Wall hlefetial AboVe'flt' = ConCrate • State A8 Sliding l T#>lcktese = . B.Oa - Slap Raslsts Alf 39d�g ( � Thlclmesa a 8.40• ' Retzsr Size � ai 4 Rabar S[xrs - � 4 - Ta�d 8++elrfrig Load i,Ct52 i6e Retest SfYdCftig � tB.DQ � To€at 8earinQ Load � 1,t338 !bs Reber Spacfrtg i8.ga .sseuttsl�t eCG. � 262 in Reber Pieced at � Edge ...resultant eCO. � 7.t 4 in Rehar Fleeced at E _ � �'• � Pry � F'fw � 195 � t]K �if8 �eA t [;<.x14 . ^._ � Soli P'@ � T0e 1 r� r� OK ib1FB + fa1;=a m 0.7�t Tatef FDregn � S� tt�az 4A8 0 3aA F'resatia•D � Heal � 4 r� EIFC Total Force � Sage be � 1,4aBA p1layi�Bbii �O 1+'� � �QRI� ��� �%� �� 1,,,,., � 1,J� � �ill4lt.»J�Cfl1i� ft� s' 2,4f $.� • :iai Prtissrlre � ABavy8t>le it+tolnerlt....�llio►yabie a $Oil Pressure Wa$ Ttsan RGoKv�fe ACf Fr�abared � Toe a iS2 psf �,�47.$ ACi Factored ®Tee C 1,434 psf teAvrriertt.....Allowablra = 2,748-f1 ACi Faot+orad ®Heel *� 2[19 Psi °�I'eear.,,.J1od.ral pal a B.a ACi Fated � ties! � a psf Sheer ...Arhrat palA i3.4 . �0 SltMC � Toe 3.4 pat £Ili 3itear.„..A3kmrahie p� " 8'l.i F Sttesr � Tas � 7,t3 psf qK Slrear.....Agasnlabla. pet � 67'.1 ' Foalrw srn.ar � He.l �.s pal oK w�l wef�z - iap.a �,� Shear e� t� •• t32 pet bK waft wefgttt � 14D.0 ��� # 7B.aa pad Reber papth yi' h � B.25 � '7BA f� Retest Depftt � ftti= 8.25 �iAP 5PLlG�lF R$dV>ti �� 43.95 .• lAA Sf�t3Cl~ !F Ai30VE in= '13.95 airfluQ Colas stsEs Raepds A� S9dlns t &ilding Cates 5ra5 FieslsZs Ai< sung t _ LAP Slsk1C1~ iF lsF� is= L1#P sPt„� lF BEL�YIf �■ L+wEeral t3>it� Forfle ' �• ' 398.7 � :3ooic P.�+iea=€� itaTc� �'r� >i, ■ a.�s ia�r�! sisdt� �or�e fl ' sdn.o �e �!c �� t�rro FTc� � - a.ss . fen ifl09fi Passive Fans � � A&8 fps less 1� Pe�sed►re Farce = - 125,4 me Ma f Da'!lr FltdtJon fares a �81.4 lbs M� � � � a - less 1IX]°J� Frirlban Farm � - +419.3 ibe � y � - Added Fonoe �d � 28� � f►lG Fa p� � Addaci Foecm Raq`d 285.8 Ibn N4 Fs � � , ....far i.ls :1 ��►SI + Z?8.8 iba �[G Sor;d Grog � ....far f .6 :1 8ti�6Ry 715.8 lies H� sagd pratdinp x _ G s n l.nad Facmn .... Moduferr Ra � L+oerd Fain ,� • Mndufar �'l� +� • ' E>� [raved 1.� Short Tenn Fac4or =• l]aad l�A 1.�D 5ltprt Tenn Faotar � . mid Tuck !fie #� i.8t]a E4�• Saud Ttt>ck. +� . �, � � � [4 y aloctc Type � Heaven, weight Masonry slack Type � l�sx�, V11�t . YVII'►d. W 1,BOp y Design A+letkrod R A50 Eeyftr, l� 1 •� �+tasarw� Deeigtr Method a RS13 salamis, !; 1.tIU0 wi,�d, w 1.804 C�creta � � w 2,t1D0.0 SeisrrdR E 1.04]C fiCaoete eta � � x,tlQO� Fy psf = � flQQ.O FY P� " 4C,Ot3U.a r - - , .� Faating [leslgrt Rest:Its i'ae ee ' s �FyscEorsd��yP�r�awn sl,A�si4 �o ppspf 14fu` • Cao�rnvard � 2a3 38B ft# • llArr l3esign � t,v68 388 tt-iF ACfultl 1 Way Shear � '7.83 8.2<a psi 1411gyV t-W�y &hear # 78.tY3 7$,� psf C]ther Acceptable skies 8 Spacings . Tee l?einfurc�q � Nona Speed Tas: Nei rid, l4Alf t S " Fr . • t�e®I f2airsfarcfng s Nuns d ' Hgeh Not req'd, ilAtr � S' Fr � - '�Y Rdl3rntorclr� =Nona spao'd • tray: Ida taayd>3flnad � . Surntma of t7wsrturnin� g•Reslstln Farces � lV{oments - . ' Ovi=R'1'tJRHINr3..... - _ Force Qtstatrce hAorrrent .' � .-.R�SISTWG..... Farce i3fs€ance - MonmM !tern �s ft ' R-� �s i! �-# `seal Active Pressure � 85T.5 233 Z,�0.8 yaE Qsrer Heel - 3a5.a 248 s4s.5 Tee Rl�sne prai�lre � -fl.S t1,3;3 $.S Sloped -Sari ewer deal = St�asge f)var Tee � � �• !fit • Adjacent Foaiirlg feed = Adjacent Footksg toed = Added Lateral tort � Axle` Cenci load on Stern 4.OB f.oad � Slenr Rhave SQA = Sop Qyer'fae Selrelearga over Toa � . �_ Eelth � Ste�xt i'r,�'�stiia�s x �.4 1.83 j r f ,'IgD.D _ Tata>! R $itQ.t? arf�t. � 1,995.a � �Iolgl�. �'y �{eSTstFTrgeftyirertrttrring Ratio , = 1.84 �y W A 492,5 1.3$ R 5t3T.2 - VBrgCat LQi3ds t� fur Safi Pressure � 1,838.5 the Vert Companerlt � 23A.b 275 t357.2 YerCr,� carnpa9c+ret off Za#a! F i,tt3BS lies �,� lie used fnr self pressure r - 3,274.9 l'ilr3IC31VER ROTES: _. _ �v � �'� � b1l�.5'. t�. �. r�'�577r1� SLadl� S�J� I'aPa • I�� f�� .k-. ti - -, • _ f - .- i ter• f r7 �. �. f �.� r r L 4,, j Cw� : ' �`; �.. f � = �. ..� � - Cw ;:, - �a � ��� �w � � � ,;. �� � w J :�L ��Ptt. f�,����z 1���,c��i� �'�vJ � �-177 � li •� M ' i• � ;� .� a�� >~ � �. �- w s a� � � � ��' 4 ■ � tw � r:� � H � x "� �� � '� y � �� �.. cn � � a T � � �1 . • 1 l r i , ' � Foating design Rescti#s jI i • • „Tee ee � Pressure = 7�2 28f9+ psi ; ' ` `Factored %W . ��� F' 17.7.1 'R� i1�1 '� • 1!4'�.: Ord F '75 '!per ' ' JZ�22 ,yµ,. l,�es6grr; +r Z7S i 1 V 11� ' Actual 1 Way Shear r 3.42 4.58 psi A9ae�v 1 Way Shear = 7t3.03 7t3.03 psi Dther Accep#abie■■Sixes & Spadngs TOe ROIntOTGirig - � Maria Spa�d Toa: f�ietreG�d, Mu [ ��,' * l=r i Heal Ftetnfcxctng � None SpeG'd Heel: fVot req'd, Mu t S • Fr � � fieirrforc�srg +� Nare 3peo'd � tvlo key defined ' Surrtma of t3vertcrrnin � Ftes€5t#l1 Farces & Mnmerlts - i i .....O1f�Z'l'LfRNIIVG.._. .....RESESTWCi..... • Farce t}IStarl+ce=• Mometrc lt�xn 4bs ft ft� Fore:e t]tstartce ltm ?t Marrearrt it-# ` Had Adtive i'seusstere 40[3.8 i 8f ' 85$.7 Soli Aver Heal ?SG.T i.f35 5fJ2@ � ' Toe Acfi+ra Pressure � -123 Sk28 3.4 5[opad Sail C]ver Heel = wurcharge av� Tce - Surcharge over lies! + Ad�aCent Foatfna Lead = Adjacent Panting I..Qad = 1' Aged Lateral wad � Axial bead f„Ced on stem . Q.� Load � Siam Rt�ays Snlf � SaA Over Toa Suroha rg+s over Toe s i - Cst�e,.ym,�y,we�ciipht(s}T �Ela.a f.33 533.3 i Total � 396.7 Q 7.iiR. = t356.3 Footing Weight 1 ..� d �. Resist3nglCrvertarntng `!silo = �.48 �y WergM a .1,05f 281.3 1.13 3f4.4 *• r � VertlC2tf toads used far Sag Prasst,re 4 .S � VeR. Componsr� ,� � f f 3.9 2.25 256,4 - � Total a Verflcat comparrent ai ac�ve prase used far $oft presattre f,l}51.9 Ibs RM � 1,£i36.7 � � i �� � 6E5rCt3ER M4TE5: 1 � F j .. f SHEAF! VIIALL SCHEDULE Shear Well Dasi ativlx Nail Size Nail S RClfn ALLOWABLE SHk.AR �errll-Fir #2 • #jF# 210 Ed es 6" Stl>icit; l2" TopfBtm. Plate 6" Blocl�f><g R 'tl. Yes Ft-� 8d PI-4 8d 4" 12" 4" Yes 31 Q • P 1-3 8d 3" 12" 3" Yes r 4�� Pl-2 Sd 2" 12►' ��� Yes 52S P2-3 8d 3" 12" 3° Yes 8�� P�-2 Sd 2" lZ" 2" Yes ] O50 �� . ' i '� - Shear Wail hl�s: . .. 1. Pl. - 7l1G A.F.A. rated Plywood yr 4risnitabed Strand Beard (�.S.B.} on tans side of wall. _ i F� •- 7115 A..P.A.. rated Plywood ar �rier>lated Strand IIoard (a.S.B.} an h side of wall. , 2. Far P1-3, l?1 2, P�-3, & P� � she:3r walls nee 3x studs at xdjoinix3g panel edges. Nailing shall be staggered. : 3. Nails shall be 8d c�rnmon (d � .131 inch} • �t. Where plywood is �staIiecl on bob sides uFwall plyiwvod joints shell fall vn sepazate studs each side. j S. Au panel edges backed with 2=inch nv><uinal framing far Pl-6 & Pi-4 shear wall. All panels edges backed wi#h 3x framing at P 1-3, P I -2, P2-3, & P2 2. shear walls. Ilftstai.l pt3ticis either horizontally yr vertically. Space Waits [aa� 12 inches on tenter a� . intermediate sufpparts. � � . 6. Alt anchor baits shall be installed with Izat dipped galvanized piste washers. �h. � ! ]- i 3 _ , 7. fte%r to #'vundativn plan for anchor bolt sire, spacing and mudsiIllritn connvctiarts. � o� w;,�:,Y�� ',�� i �� � � RESUB �� .���'��' 5/12/21 �. �., jQNAL _,..- CITY OF EDMONDS ti DEVELOPMENT ' • SERVICES DEPARTMENT - - �- ��I �i�� �� �' � Ir�STj�� �,�. T ��1� �� � . � ���� ��� .- . - - ..- ����d� � ���� .. � k I _ � �2 T�►��� ��� 1���� ;. . G���. �� r ��� � � � � illj � r..r . � i i * �**' _ �� � raw t� � i'� � � ! � � � t '� '�, ^� i . f f." w • dry � l i i . ! i ""' 1 , i _ � .,� � 4 ..F '�E r _x� � r„ � . � � " � .Y . T+r �% • v � � V r 1� �i r ` 1 # + i+ tl�l-5f / i /'r�orl. T� � .0 Bvtr.� i� �:1►���rio� . 1�� i � ,- �� """ ��� �� ram' �'�I��' �L• �r " � �� �� -� � � �1 � � �'��, � �oU =�2> �� 3''�n Iy �-+ � [. r' ! 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' `��� - _ 2.� P1L _ - �+,� ���n� �. ��a ��rr���3 RESUB 5/12/21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �_ �_ F�N GIN EE�I� � i�[C�, rs: -�ni..a�:ywv��rerra�r.y-+vein{raw.rurww;•�*,m,.sr•h1�x++.w,..�+1�:d5�.�'•--; .... �_ 8Z1 - 168th Avg. N �- ,_ � .._...,,HEI:E H�I�C�INEE R i�NCi t�C�. x�a:r�o,x�t, wA �t�aaz •�� � (925j 747-15UU mitchel] enginccringinc�rnn3cast.net �a�an�.r _ .,. --'�L E���CI�TEER� �I� I��� {42a� � ._ - .� iaii[�I��l'ertgineeri�igizar�ucr•- ��,• .`�`•,• ����� o����r� ��� � � �� Cam' c%� � 24 _S�lW� lir, /�v'.x �t� �.S!? ��L Lek. S�r,.� �� � �� ����1� ����� 1,�.� �. r '7""�CwaY.d-�•'.u�k`^Y"Mj!%.�bOa M••��.�p✓Mi.ti'fNM'1Y¢+Hr1r�R•9.,.�••k%1; vY.i�•r'd!�•'1ti°��1'Y i=i •�}�i.+'��. !: }_ W__� II � 1�:1. �: � C� I�tirEE�T�INCi I ��. :�.: - �Skl��W� ,`�cTa?i� 23 782J, _ �fr8th Avr-, �1.�. Rc�i::sr�nd, WA �Sf��� m i t chellengi t� eer in gi mC�cam cast. �zet � �� �'°` 3� ���, ��r�� ���� �� ���� �GTio� � 22 s� �. � �68t� �--� [-�zs� �:--�_ m�itw'�el3engenect7: �;ncC�ar' :`.-:. ���� .�� �a1�. �� �J�f � a �✓ /i - � ` � � [ � ,� +—' � � .] ��I � . r y^ ��c� �� �t� Gv���L �� , -ems �� �� ■ �� RESUB 5/12/21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .� - � "'f u