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McCarron BLD04-112
Permit Query - L �, I0 / �el Page 1 of 2 Wednesday May 12, Apphcanon o tom I4 Dy ApPI Status Type Permit Type Frm A I¢ant pp Name R a Acct P No Parent Application No Pro ect Name BUILD NEW OFFICE Street Addr Submitted DI 04/2612004 Approved Ut 06/22/2004 Issued Dt � 10/18/2004 Reissue DI Expiration Dt Closed Ut 04/23/2007 Repornng Group Search Contact Search Contractor Search BLD04-112 FINALIST) LEG -BLD MCCARRON JAMES MCCARRON 948319401 LUPOI -118 BLDG BUILD NEW OFFICE 915 SHERIDAN 915 SHERIDAN oo:oo.o0 04/26/2004 00.00 00 06/2212004 00 00.00 10/18/2004 00 �� 04/23/2007 Do.DDoo BLD04 -112 FINALED LEG -BLD JAMES MGGARRON 948319402 LUP01 -118 HLDG BUILD NEW OFFICE 915 SHERIDAN 0000.00 04/26/7004 00 00.00 06/22/2004 00 00 10/18/2004 �� 04/232007 0000 DD BLD04112 BL D04 -112R- FINALED �� LEG-BLD LEG -BLD JAMES MCCARRON 948319403 jjLUP01 948319307 ��J�� -118 LUPOI -118 BLDG FOUNDATION ONLY 915 SHL-RIDAN 00.00 00 05/21/2004 00 0000 00.0000 05/21/2004 00 00-00 00-0000 06/74/2004 00:00.00 � 04/23/2007 00'00 00 BLDO4112R- FINALED FINALED �� LEG -BLD JAMES A C RRON 946319401 ��� LUPOI -118 FOIW DATION ONLY 975 SHERIDAN 0521/2004 00 00 00 05/21/2004 00 00.00 06/142004 00:0000 �� 04/232007 00.00-00 04/23/207 BBLD04 -112R- FINALED LEG -BLD MCCARRON JAMES 948319403 LUPOI -118 FOUNDATION ONLY CHANGE 915 SHERIDAN 915 SHERIDAN 05/21/2004 00.00 00 06/30/2004 05/21/7004 0'00 00 06/302004 06/14/2004 00 0000 07/0712004 �� 00 00 00 04/23/2007 000000 �� BLD04 -112R- �F� �����BLD04 -117R- FWALED FINALED LEG LEG -BLD JAMES IAA,CARRON 948319401 �� 94 8 3 19402 �� LUI'O1 -118 LUPOI -115 FOUNDATION CHANGE FOUNDATION CIiANGE ST 915 SHERIDAN ST 915 SHERIDAN 00 00.00 06/30/2004 00 00.00 06/30/7004 00 00:00 06/30/2004 00 00-00 06/30/2004 00-0000 07/01/2004 00:00 00 07/01/7004 == 04/23/7007 000000 04/23/2007 00 00-00 �F�BLD04 -112R- ����BLD04 -112R- JJ FINALED FINALE -D LEG -BLD LEG -BLD JAMES ON JAMES MCCARRON JAMES 948319403 �� ggg319401 �� LUPOI -118 LUPOI -118 FOUNDATION CHANGE FOUNDATION CHANGE ST 9U SHERIDAN ST 975 SHERiDAN 000000 07/29/2004 00 00 00 0729/2004 00.00.00 07/292004 00.00:00 07/292004 00:00.00 08/10/2004 0000 00 08/10/2004 -� == 04/232007 00.0000 04123/2007 00 00-00 ���BLD04 -112R- BLDD4112R- FINALED FINALED LEG -BLD LEG -BLD MCCARRON JAMES MACCCARRON 948319402 �� 946319403 LUPOI -118 LUPOI -118 FOUNDATION CHANGE FOUNDATION EXTERIOR STAIR ST 915 SHERIDAN S7 915 SHERIDAN 1000000 07/29/2004 Do.00 DD 71/22/2004 00 00.00 07/292004 00 00.00 11/22/2004 00.0000 08/10/2004 00 00 00 11/292004 ��� 0423/7007 00 00.00 04/23/2007 00.00 00 ���BLDD4 -11211- �r�BLD04 -11211- FINALED FINALED LEG -IILD LEG -BLD MCCARRON JAMES MCCARRON SAMES MCCARRON 948319401 ��� 948319402 �� LUPOI -118 LUPOI -118 CHANGE EXTERIOR STAIR CHANGE EXTERIOR STAIR ST 915SHERIDAN 57 915 SHERIDAN 00 00.00 11/22/2004 00.00 00 11/22/2004 00 00:00 11/22/2004 00 -00 00 11/22/2004 00:0 00 11/29/2004 00 00 00 11/29/2004 00 00 00 �I �� 04/232007 1000000 0423/7007 00 00.00 ���BLD04112R- HLD04712R- FWALED LEG -BLD IAMES MCCARRON ggg319403 �� 948319401 LUPOI -118 LUP01 -118 CHANGE HVAC UPSTAIRS S7 915 SHERIDAN ST 00 00 00 01/242005 00 00 00 00 00-00 01,24/2 0.00 *000> 00.0000 01/26/2005 00 -00 00 == 04/23/2007 00'00 00 r HLD04 -112R- FWALED FWALED �� LEG -BLD LEG-BLD JAMES MCCARRON JAMBS 948319402 ��� LUPOI -118 HVAC UPSTAIRS 915 SHERIDAN 91 91 SHERIDAN 01/242005 00.00 00 01/24/2005 07/242005 0000 0 01/242005 0126/2005 000000 01/26/2005 04/232007 00.00.00 04/23/2007 Do oo.00 BLD04 -112R- BLD04 -17211- SA FWALED �� VOID LEG -BLD LEG -BLD MCCARRON JAMBS MCCARRON JAMBS 948319403 ��� 948319401 LUPO7 -118 LUPOI -118 HVAC UPSTAIRS 7CO REVIEW ST 915 SHBRIDAN ST 915 SI- lERIDAN 00:60 00 05/312005 00.0000 05/31/205 0000 00 05/31/7005 000000 05/31/2005 000000 BLLD04 -1 I2R 5A VOID LEG -BLD 1Jv1ACCASRRON 948319402 LUPOI -118 TCO REVIEW ST 915 SHERIDAN 00.00 00 05/31/2005 0000.00 05/31/2005 BLD04112R- SA VOID LEG MCCARRON JAMES MCCARRON 948379403 LUI'Ol -]18 TCO REVIEW REVIEW ST ST SIIDRIDAN 00.0000 00-00.01) /05 00.000005 0000/0007 6LD04112R- FWALED LEG -BLD 7AN1ES 948319401 LUPOI -118 PLUMBING J915 SI-IERIDAN 0/00 -000> 01/26/2001 00.0 01/26/2005 02/08/2005 04123/2007 BLD04 -1128- I MCCARRON http: / /permitserver: 7778 1fonnsIPennitAttachmentslhtml outIPennit %2OQuery.html 5/12/2010 Page 2 of 2 Permit Query 6 LD04112R- BLD04112R- BLD04 -112R- OLD04 -112R- FINALED FINALED �� FINALE D FINALED FINALED LEG -BLD LEG -BLD LEG -BLD LEG -BLD LEG -BLD JAMES MA C RRON MCCARRON AMES MCCARRON JAMES JAMES 948319402 948319403 ���� 948319401 948319402 �� 948319403 LUPOI -118 LUPOI -118 LUPOI -118 LllPO ] -118 LUPO] -118 (PLUMBING REVIEW I PLUTA�IBING REVIEW PLAN CHANGE REVIEW PLAN CHANGE REVIEW PLAN CHANGE ST 91 ST SIBiRIDAN 915 SHERIDAN ST 915 SHERIDAN ST 8T SHL-RIDAN 00.0000 00 -00 :0005 00-00:00 01/18/2005 00 00.00 01/18/2002 00:0000 00 00 00 5 00 0000 00 00.0005 00 0000 01/182005 00 00:00 01/18/2005 00.0000 00 00.00 5 00 00:00 02/08/2005 00 0000 05/19/2005 00 00:00 05/19/2005 00.00 00 00 /00,00 5 �J�� �� �� 00'00 00 0423/2007 00 00 00 04/23/2007 0000.00 00 00.00 I= MC r = 5/12/2010 http: / /pennitserver: 7778 / forms /PermitAttachmentsihtmt _ outIPern it %2OQuery.html • PAVING NEW CB A8 o 5HEKIDAN GKANT 9th IOth OASPHALT CLA55 B 3 0" 2.0" 3.0" 2.0" CRUSHED SURFACING V 7 2 TOP COURSE 2 0 " 2.0" 2,0" 2,0" OGRAVEL BASE (1) 10.0" 8.0" 10.0" 8.0" NOTE5 (1) BASE MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL (2) ALL MATERIAL TO MEET WSDOT STANDARD SPECIFICATIONS a 2 -`WIDE 2" CT5T COMPACTED (TYP) @ A/C WEDGE CONCRETE WEDGE CURB 51DEWALK PLANTING STRIP 4 CONCRETE CURB CRUSHED SURFACING d GUTTER. 70P COURSE - 2' ASPHALT PAVING 4 p CRUSHED SURFACING TOP COURSE GRAVEL EASE - CPEP CULVERT 30 10th 5TREET SECTION - 2'1 2' CT5T COMPACTED IXP JOINT Fr) fTYP) @ AIC WEDGE -2 ASPHALT PAVING WEDGE CURB �CONCRETE CURB E GUTTER L I I CRUSHED SURFACING CRUSHED 5URFACING GRAVEL BASE TOP COURSE ) TOP COURSE 0 GRANT STREET 5ECTION SPLICE JOINTS IN FILTER FABRIC AT POSTS, USING STAPLES, WIRE RINGS, OR 2 "x2" BY 14 GA WIRE OR 2x4 WOOD POST, STEEL EQUIVALENT TO ATTACH EQUIVALENT, IF STANDARD FENCE POSTS, REBAR FABRIC TO POSTS STRENGTH FABRIC USED OR EQUIVALENT NEW CB A8 o RIMI192 4 d. rn u 06 O V 7 o. vi l 0 I U 6' CONCRETE 51DEWALK + U • a d P ° A"" ae• • - I SEE WSDOT 5T NDARD PLAN F -3 " +{ F--�i a DETAIL • a ' IDEPPI t•1. rn �1 VV W � C L I I CRUSHED SURFACING CRUSHED 5URFACING GRAVEL BASE TOP COURSE ) TOP COURSE 0 GRANT STREET 5ECTION SPLICE JOINTS IN FILTER FABRIC AT POSTS, USING STAPLES, WIRE RINGS, OR 2 "x2" BY 14 GA WIRE OR 2x4 WOOD POST, STEEL EQUIVALENT TO ATTACH EQUIVALENT, IF STANDARD FENCE POSTS, REBAR FABRIC TO POSTS STRENGTH FABRIC USED OR EQUIVALENT P05T SPACING MAY BE INCREASED TO 8' OF WIRE BACKING 15 USED P05T , FABRIC � MIN 4 "x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL, OK 3/4" TO 1 -1/2 "WASHED GRAVEL NOTE: INSTALL FILTER FABRIC FENCE5 ALONG CONTOUR WHENEVER POSSIBLE (D 51 LT FENCE DETAIL NO SCALE RIGHT OF WAY 5 APRON @ IX15TING EX15TING DITCH TO REMAIN DRIVEWAYS Fr) RIGHT OF WAY 81.0 31.0 I� r-) J 5.0 1 0 5 0 5 0 5.0 0 50 IXISTING TOPO TO REMAIJ F-P) TIE IXISTING CUVERT TO O _ NEW ASPHALT PAVING W/ WEDGE CURB NEW CATCH BA51N OR �� REPLACE AS NEEDED I o / \ � jPfM0/VE EXISTING CULVERT ENSURE RUN-OFF IN IXISTING DI ? Fl LL TCH 15 DIRECTED TO OPEN / r � � EXISTING STREET EDGE (TYP) DITCH BY CULVERT NEW CB BY CITY f91d 13 ` 04.8 RIM J? NEW I "ADS, MATERIALS _ - - -- i - -_ _ _ i� /n CB - - - EW 8" ADS, MATEPoALS �^�\ ^I ' -;` -' - ---r- PROW ED BY CITY PkOVIDED BY CITY - - - - - - �� L- - I \L ET% L /- - - -/- ! - - '��• CITY MONUMENT NO. 14 o lII 15.0 30.0 S2 25 I 1.9 50. 33.8 .0 G. 10.0 P�MOVE JUING CULVERT NEW 8` ADS BY CITY NEW TO (IYP) ' 2-1 DRIVEWAY 13.9 ' 15.0 I' 20.0 NEW FIRE HYDRANT R= 15 NEW B N I DRIVEWAY RIM O4 5 TG =204 5 \ I ST SIGN 4 BY DEVELOPER. TC -2030/ TC =201.$ / / N W'CB 9 -15 ..,@ 04.0- 8C =202.8 .p _ ',0 ,1 NEW 12" fCP P LVEP,T/ STRE NMI C ='1935 RM1�I'Q `' 1 9� I : I'qq \\ o •J;;•tii• ' ,� rr - 204..55 SIDEWAY. TC- I 5 F ING AREA ARDARbS U`J/ NEW, 13 5Y CITY CATION o ,1 rf• r. „,a .r. ...... C= I TRANSITS TC =2 _ ' „�.. r.' 4.';'! ?r` � rii'7"'),'�ry 'L +•., <•I :"Y {.4 ^, •i' ,r ;t, °t'''+-{': r.I')r' :I '`d' ��S., a.)T1 J' ' qP• TO B DETE INr I FIELD BC -2 5.5 ' i ' '1 n , ; ;.� ;v ,'ar°'- 1;:'$lf,TfE', I i' SLOP':2 YI: "' 1 "• r g 'u "1 'J,' ; t�ti.t �.�.•, .,�:r Ir. yti.::" 'I r� ry. •r'��y, ,';L ' , "''ff 'S: Flu 1'^,1 �`' ..14•: f,': q: •J. .A rr ,Y�i�. �a� I. o :'1' NTRAN SIGN 16.0 r .•,r 100. 12i 16.0 199 r \ 10_0. I :.••',;•:f NEW TRAN5F Rf IER �:•• { I ° °• 1 n �EXT ONLY' "D �� - -� Y - { N 89d OG 50 W _ I ILL -IN EXIST IJG DITCH I / R =4 R= 02 5 ) Ol 9 ` 2 2 5 �R =4 R =4 7 3 STOP SIGN (�,: 10.0 2. 15S C 23.0 )I�. / 17.25 2 0 17.25, it 1 ���' �•)%' rT / �� 2 0 7113.5 - - -- - '" •' ';.ir.r",.o+,,+�-.'J{o i' "r�`i+ �•,1 -i D�1 ,,•� � v 1 ., � y EXIST, G STREET ! t•:,. I / !� NEW B $ [DI (IYP) C Rim l WHEE OP (11'P)• 3' CONCRETE SIDEWALK - - - - - -1 WC D@ TO BE 5TRAIGNi I I Itr I ^, S @ DRIV +AYS fIYP) _ ly " / /'` n � 2 ° ! I C COVERED BIKE' RAC O 3 \ I I ���� ����� 7, dFFICE BUILDING NEW A5PH T PAVING r W /18' GE CURB G I I W Y; •2D2 9 C -�- RE{�ovE I I ,L�...,►1_ /�1 �, ^:;�� / I //, �° ° 0 0 `;a;' �- 80' x 174' U15TING CU`VERT { i LL r,. - 1- r' C I '� H ' �. FF UPPER 203.5 R15 FF LOWER = 193.0 ' 5' APRON IXISTING I .* �I DRIV 'AY(IYP) I z .:a• 1 ': ' . WHEEL =P5 10 1 1 I ;,, C PAVEMFrtNj EDGE N t r o ' �`•'•� 15.0 5 0 0 22.5 O i 2.0: 19.0 20.5 IF 19.0, , 5 Y6t R -IS 5.0 I v; ,,i I 36.511 58.5 t I NEV�'C 12 L RIM', 84 (18) C i.l� / - - _ - - _ - - - - \ NEW 8'FVC C90 WATER MAIN BY CI I I I / ASPHALT- C APPRCX 254 L.. 'C' ' I % PARPING AREA ',,�' 1\ R =2 1 C J 1 I } 2 A A ME [202 DUMP5TER E RECYCLING C Fc NEW CB 1(20)301,4 -- 203 (2) G 20 0 _ - - _ .� _ •.r. t..Lr::i(:�, ,,-, ....+,'jy2•G m E ISMEE7 ',;: 100.1121 �•r�, / N B" ADS o O -203 0 „';: ;r` vt1j,12, 5 894 50 / IBY CITY _!C° , EP CU r j'�VERP 10.0 196 5 FILL FXIS ING I I " .• +il 4 5' CONCRETE 51D JALK DRAINAGE DITCH "'o ^;!' } "' • "• •+` ..�, r :y,' yr, .d'i. :d•r :4. +;1 ,:r, :.L, eZt IH. .•I '1' ':f `:, •.r r.,nt .•i .i �., "f' ,t• "'v.I9625 "f' •I:' rl„ 111937 YI �� r: " "" 11 `�t� -:'-•i d�•r A'� , �., r� .1 3 / .•r �, !,., `,:+, 'Y, t' 'I,':.r'r r. + 1:205LD�� �' ,:r 1 •A r,r a: v�2; r: ..Yit.� .I. .r .,A � •� • ' • ; r rl 4' {'••.Vi 'il r i, r,1r rr l�'�1Y '' „i±a R =20 "' "�� 'r•. ... 1 \ Y , , r ; . ♦ !, i' ; .r. ,n l LJ P+ �, NEWCBN4 / NEW 12" CPEPCULVERi v('r rn NEW CB RG �� �� .T.� RIM 197.4 ' Q'�RIM 1929 1,r C =201.5 R28 L 3RIM 203 6 / - - - - - - � I / �J 192 5 C -1920 n`�•� j} � 1 IXIS ING 12 "A 5M BE USE ' _ - - j - I - _w'_9th S I' I�E ET� _ , _ 1 IF E IS ME , IF T, REMOV EDGE OF IXISTING PAVING I - ,__.mow -.- - ` / 200 y 5 200 8,0 50 10.0 T / 8.0 1 - I EXISTING MAIN B 1 ALIGN ,JEW CURB TO THIS IXISTING // \ EXISTING CULVERT 1 EXISTING DRAINAGE DITCH EXISTING CURB lI t j C ll IXISTING SIDEWALK SITE PLAN �1 .• � SCALE; I "= 20-0" NORTH PI.E Jr, RELOCATE AS 14ECCE55AP.Y TO EE AT LOW POINT (FIELD DETERMINATION) Ig ) - SEE W500T DETAIL F -3 � I - I NEW CUP13 4 GUTTER fil'P)I NEW CB A8 o RIMI192 4 U rn u 06 O V 7 o. vi l 0 I U 6' CONCRETE 51DEWALK + U W� ° A"" poll - I SEE WSDOT 5T NDARD PLAN F -3 " +{ F--�i FOR JOINT 4 FIN 511 DETAIL r ••"'/ f1YP,CALPOR L IDEPPI t•1. rn �1 VV W C �OMMUN NE4j'CD B7 o ° nMn No ( MENnMMENO 1119' s 5T= 1920 �. ■5�I��n� SC. :::::� ::IMMUNE .::::::.1:::: nnomommomm al .alal.alal��al..al..��a�i..a1. .� ���.......... mmilm sn. n l alal� ...;;i ........... .........................fir.... P05T SPACING MAY BE INCREASED TO 8' OF WIRE BACKING 15 USED P05T , FABRIC � MIN 4 "x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL, OK 3/4" TO 1 -1/2 "WASHED GRAVEL NOTE: INSTALL FILTER FABRIC FENCE5 ALONG CONTOUR WHENEVER POSSIBLE (D 51 LT FENCE DETAIL NO SCALE RIGHT OF WAY 5 APRON @ IX15TING EX15TING DITCH TO REMAIN DRIVEWAYS Fr) RIGHT OF WAY 81.0 31.0 I� r-) J 5.0 1 0 5 0 5 0 5.0 0 50 IXISTING TOPO TO REMAIJ F-P) TIE IXISTING CUVERT TO O _ NEW ASPHALT PAVING W/ WEDGE CURB NEW CATCH BA51N OR �� REPLACE AS NEEDED I o / \ � jPfM0/VE EXISTING CULVERT ENSURE RUN-OFF IN IXISTING DI ? Fl LL TCH 15 DIRECTED TO OPEN / r � � EXISTING STREET EDGE (TYP) DITCH BY CULVERT NEW CB BY CITY f91d 13 ` 04.8 RIM J? NEW I "ADS, MATERIALS _ - - -- i - -_ _ _ i� /n CB - - - EW 8" ADS, MATEPoALS �^�\ ^I ' -;` -' - ---r- PROW ED BY CITY PkOVIDED BY CITY - - - - - - �� L- - I \L ET% L /- - - -/- ! - - '��• CITY MONUMENT NO. 14 o lII 15.0 30.0 S2 25 I 1.9 50. 33.8 .0 G. 10.0 P�MOVE JUING CULVERT NEW 8` ADS BY CITY NEW TO (IYP) ' 2-1 DRIVEWAY 13.9 ' 15.0 I' 20.0 NEW FIRE HYDRANT R= 15 NEW B N I DRIVEWAY RIM O4 5 TG =204 5 \ I ST SIGN 4 BY DEVELOPER. TC -2030/ TC =201.$ / / N W'CB 9 -15 ..,@ 04.0- 8C =202.8 .p _ ',0 ,1 NEW 12" fCP P LVEP,T/ STRE NMI C ='1935 RM1�I'Q `' 1 9� I : I'qq \\ o •J;;•tii• ' ,� rr - 204..55 SIDEWAY. TC- I 5 F ING AREA ARDARbS U`J/ NEW, 13 5Y CITY CATION o ,1 rf• r. „,a .r. ...... C= I TRANSITS TC =2 _ ' „�.. r.' 4.';'! ?r` � rii'7"'),'�ry 'L +•., <•I :"Y {.4 ^, •i' ,r ;t, °t'''+-{': r.I')r' :I '`d' ��S., a.)T1 J' ' qP• TO B DETE INr I FIELD BC -2 5.5 ' i ' '1 n , ; ;.� ;v ,'ar°'- 1;:'$lf,TfE', I i' SLOP':2 YI: "' 1 "• r g 'u "1 'J,' ; t�ti.t �.�.•, .,�:r Ir. yti.::" 'I r� ry. •r'��y, ,';L ' , "''ff 'S: Flu 1'^,1 �`' ..14•: f,': q: •J. .A rr ,Y�i�. �a� I. o :'1' NTRAN SIGN 16.0 r .•,r 100. 12i 16.0 199 r \ 10_0. I :.••',;•:f NEW TRAN5F Rf IER �:•• { I ° °• 1 n �EXT ONLY' "D �� - -� Y - { N 89d OG 50 W _ I ILL -IN EXIST IJG DITCH I / R =4 R= 02 5 ) Ol 9 ` 2 2 5 �R =4 R =4 7 3 STOP SIGN (�,: 10.0 2. 15S C 23.0 )I�. / 17.25 2 0 17.25, it 1 ���' �•)%' rT / �� 2 0 7113.5 - - -- - '" •' ';.ir.r",.o+,,+�-.'J{o i' "r�`i+ �•,1 -i D�1 ,,•� � v 1 ., � y EXIST, G STREET ! t•:,. I / !� NEW B $ [DI (IYP) C Rim l WHEE OP (11'P)• 3' CONCRETE SIDEWALK - - - - - -1 WC D@ TO BE 5TRAIGNi I I Itr I ^, S @ DRIV +AYS fIYP) _ ly " / /'` n � 2 ° ! I C COVERED BIKE' RAC O 3 \ I I ���� ����� 7, dFFICE BUILDING NEW A5PH T PAVING r W /18' GE CURB G I I W Y; •2D2 9 C -�- RE{�ovE I I ,L�...,►1_ /�1 �, ^:;�� / I //, �° ° 0 0 `;a;' �- 80' x 174' U15TING CU`VERT { i LL r,. - 1- r' C I '� H ' �. FF UPPER 203.5 R15 FF LOWER = 193.0 ' 5' APRON IXISTING I .* �I DRIV 'AY(IYP) I z .:a• 1 ': ' . WHEEL =P5 10 1 1 I ;,, C PAVEMFrtNj EDGE N t r o ' �`•'•� 15.0 5 0 0 22.5 O i 2.0: 19.0 20.5 IF 19.0, , 5 Y6t R -IS 5.0 I v; ,,i I 36.511 58.5 t I NEV�'C 12 L RIM', 84 (18) C i.l� / - - _ - - _ - - - - \ NEW 8'FVC C90 WATER MAIN BY CI I I I / ASPHALT- C APPRCX 254 L.. 'C' ' I % PARPING AREA ',,�' 1\ R =2 1 C J 1 I } 2 A A ME [202 DUMP5TER E RECYCLING C Fc NEW CB 1(20)301,4 -- 203 (2) G 20 0 _ - - _ .� _ •.r. t..Lr::i(:�, ,,-, ....+,'jy2•G m E ISMEE7 ',;: 100.1121 �•r�, / N B" ADS o O -203 0 „';: ;r` vt1j,12, 5 894 50 / IBY CITY _!C° , EP CU r j'�VERP 10.0 196 5 FILL FXIS ING I I " .• +il 4 5' CONCRETE 51D JALK DRAINAGE DITCH "'o ^;!' } "' • "• •+` ..�, r :y,' yr, .d'i. :d•r :4. +;1 ,:r, :.L, eZt IH. .•I '1' ':f `:, •.r r.,nt .•i .i �., "f' ,t• "'v.I9625 "f' •I:' rl„ 111937 YI �� r: " "" 11 `�t� -:'-•i d�•r A'� , �., r� .1 3 / .•r �, !,., `,:+, 'Y, t' 'I,':.r'r r. + 1:205LD�� �' ,:r 1 •A r,r a: v�2; r: ..Yit.� .I. .r .,A � •� • ' • ; r rl 4' {'••.Vi 'il r i, r,1r rr l�'�1Y '' „i±a R =20 "' "�� 'r•. ... 1 \ Y , , r ; . ♦ !, i' ; .r. ,n l LJ P+ �, NEWCBN4 / NEW 12" CPEPCULVERi v('r rn NEW CB RG �� �� .T.� RIM 197.4 ' Q'�RIM 1929 1,r C =201.5 R28 L 3RIM 203 6 / - - - - - - � I / �J 192 5 C -1920 n`�•� j} � 1 IXIS ING 12 "A 5M BE USE ' _ - - j - I - _w'_9th S I' I�E ET� _ , _ 1 IF E IS ME , IF T, REMOV EDGE OF IXISTING PAVING I - ,__.mow -.- - ` / 200 y 5 200 8,0 50 10.0 T / 8.0 1 - I EXISTING MAIN B 1 ALIGN ,JEW CURB TO THIS IXISTING // \ EXISTING CULVERT 1 EXISTING DRAINAGE DITCH EXISTING CURB lI t j C ll IXISTING SIDEWALK SITE PLAN �1 .• � SCALE; I "= 20-0" NORTH PI.E Jr, RELOCATE AS 14ECCE55AP.Y TO EE AT LOW POINT (FIELD DETERMINATION) Ig ) - SEE W500T DETAIL F -3 � I - I NEW CUP13 4 GUTTER fil'P)I ,'C= I B2 75 •a C= 182.25 It Lu ry �z u+ Q NEW CB A8 o RIMI192 4 U rn u 06 O V 7 o. vi l 0 I U 6' CONCRETE 51DEWALK + U W� ° ,'C= I B2 75 •a C= 182.25 It Lu ry �z u+ Q CB 192.0 188 I G I n 19f. 15 A A RAMP FYP) - SEE PI DETAIL F3 CB I E. 189.79 OLD 0 4 -1 1 2 OC4 Ryan, Architect o o0 00 U rn u 06 O V 7 1° vi U n O U W� ° A"" poll - I SEE WSDOT 5T NDARD PLAN F -3 " +{ F--�i FOR JOINT 4 FIN 511 DETAIL r ••"'/ f1YP,CALPOR L IDEPPI t•1. rn �1 VV W C r, NE4j'CD B7 o ° RI 1920 No ( T 1119' s 5T= 1920 CB 192.0 188 I G I n 19f. 15 A A RAMP FYP) - SEE PI DETAIL F3 CB I E. 189.79 OLD 0 4 -1 1 2 OC4 Ryan, Architect Notes: 1 11 = 201 -0'1 Scale: A- I 51TE PLAN Jan. 18, 2005 Q'• o0 00 U rn u 06 O V 7 vi U n O U W� ° A"" O F--�i in V� I W rn �1 VV W C ~ o ° No a Notes: 1 11 = 201 -0'1 Scale: A- I 51TE PLAN Jan. 18, 2005 VJ 00 U O O�n j) b U v 1 Notes: 1 11 = 201 -0'1 Scale: A- I 51TE PLAN Jan. 18, 2005 JAN 05 / CITY Cn I 1 i wJp . • PAVING ■ ■11 V ILU 5HERIDAN GRANT 9th IOth OASPHALT CLA55 B 3.0" 2.0" 3.0" 2.0" CRUSHED 5URFACING ■ ■ ■ ■ ■ ■■■■■■ 15 DIRECTED TO OPEN 2 TOP COURSE 2.0 11 2.0" 2.0" 2.0" OGRAVEL BA5E (1) 10.0" 8.0" 10.0" 8.0" NOTE5 IQ (1) BA5E MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL (2) ALL MATERIAL TO MEET W5DOT STANDARD SPECIFICATIONS 1.5 I I I I 2 -'WIDE 2° CT5T COMPACTED (IYP) @ A/C WEDGE CONCRETE WEDGE CURB SIDEWALK PLWNG 5TPJP CONCRETE CURB CRUSHED SURFACING €GUTTER TOP COURSE - 2° A5PFIALT PAVING I- CRUSHED SURFACNG I I TOP COURSE O GRAVEL BASE 12' CPEP CULVERT 3' 1 0th STREET SECTION -2' -WIDE 2' CT5T COMPACTED EXP. JOINT (TYP) (IYP) @ A/C WEDGE 2' ASPHALT PAVING WEDGE CURB I /CONCRETE CURB / €GUTTER CRUSHED SURFACING TOP COURSE CRUSHED SURFACING TOP COURSE O GRANT STREET SECTION SPLICE JOINTS IN FILTER FABRIC AT P05T5, U51NG STAPLES, WIRE RINGS, OR 2N2" BY 14 GA WIRE OR r 20 WOOD P05T, STEEL EQUIVALENT TO ATTACH EQUIVALENT, IF STANDARD 1 FENCE P05T5, REBAK FABRIC TO P05T5 STRENGTH FABRIC U5ED 1 OR EQUIVALENT ■ ■ ■ ■11 V ILU �'' I FP LOWER = 193,0 ■■■■ r• 11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■ 15 DIRECTED TO OPEN •' -11, ■11■■■■■ I � DITCH BY CULVERT I , r IQ NW CB #7 20 5 19.0 d, 1.5 I I I I s5 W� N ` CB BY CITY I I ------- - - - -J\ O Hl IM 04.8 • �..1 r- 1'i^1 Ln .. - -- -------- EW8 "ADS, MATERIALS ■ : r „', - --^ 20 0 100.12' P OVIDED BY CUY - - - - - - - - - _ 0 15.0 2 "WATER TAP € I' METER 30.0 , 52.25 ° NEW FIRE HYDRANT NEW 8' ADS BY Cltt R =15 � NE'N _ N) NEW TOPO (11'P) TC =204.5 DRIVEWAY Tc =�asn DRNEWA Irc =pm ■ n■ 11■■■■ II ■ ■ ■ ■ ■ ■�� ■ ■ ■ ■ ■ ■ ■n ■ ■ ■ ■ ■ ■ ■ ■n ■n■■ 11 ■ ■ ■ ■■ ■n a ■n■�■■nn■nnnnnn■■nnSEMEN ■ lun■u ■■■ 1■■■■■ ■■■■■ ■�■■■■■■■■■■■■■■■■■■■■■■■■ 11■■■■ ■■ 1■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11■■■■ ■■ CI■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11■■■■ ME Emmon c ff. ff- n Z P05T SPACING MAY BE INCREASED TO 8' OF WIRE BACKING 15 USED P05T ---, FABRIC - MIN 4 "x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL, OR 3/4" TO I -1!2" WASHED GRAVEL NOTE: INSTALL FILTER FABRIC FENCES ALONG CONTOUR WHENEVER P055113LE 1D SILT FENCE DETAIL NO 5CALE p L RIGHT OF WAY 5' APRON @ EX15TING L DRIVEWAYS (IYP) IXISTING DITCH TO REMAIN I 81.0 TIE IXISTING CUVERTTO V �7�� QIx �7�� NEW CATCH BA51N OR I 1 T/ v REPLACE AS NEEDED V ILU �'' I FP LOWER = 193,0 _ r• ENSURE RIJN-OFF I •'• / FILL IN IXISTING ITCH V (IYP ICAL FOR IDEWALKS) 15 DIRECTED TO OPEN •' -11, J \ I � DITCH BY CULVERT I , r IQ NW CB #7 20 5 19.0 d, 1.5 I I I I s5 W� N ` CB BY CITY I I ------- - - - -J\ O Hl IM 04.8 • �..1 r- 1'i^1 Ln .. - -- -------- EW8 "ADS, MATERIALS --- - - -- ----- : r „', - --^ 20 0 100.12' P OVIDED BY CUY - - - - - - - - - _ 0 15.0 2 "WATER TAP € I' METER 30.0 , 52.25 ° NEW FIRE HYDRANT NEW 8' ADS BY Cltt R =15 � NE'N _ N) NEW TOPO (11'P) TC =204.5 DRIVEWAY Tc =�asn DRNEWA Irc =pm BY DEVELOPER /- =15 NEW, BYC ATION o TC =2 GA TO B@ DETE INr I FIELD "' BC= S. I II li ui LL-IN EX15T)NG DITCH 3 ^I I STOP SIGN� +O� I II l IX1511 G STREET I I I EDGE ffM I I (8) III 5' CON4IDEWALK I I I NC W DGE TO BE STRAIGHT @ DRIVE) AY5ITYP) N � I 6 1 f 2� - II NEW A5PH T PAVING I I W/ I8' GE CURB I I W RE OVE I I W EX15TING CULVW--\!\ I I - R15 5 APRON EX15TING DRIV WAY On I Q� II R�5 5.0 NEW a'PVC Cs I I WATER MAIN BY CI APPROX 254 L. I I I P _ ARKING AREA I NEW C.B. #5 I � P E WHERE m/ - 1 FILL IXIS ING DRAINAGE DITCH I I I ' + n-iI I I MIS i 1 C R =4 IFS C - Q C ,'�' C C C ,6 IN 1D '� II MD T 11• / O 100,121 _ fd0 '50 "W 7.25 C C p� C II 2� 1 OMNI 199. f p IL RIGHT OF WAY 0 EXIST] G TOPO TO REMAIJ (1YP) NEW ASPHALT PAVING W1 WEDGE CURB REMOVE EX15TING CULVERT I / IXISTING STREET EDGE (iYP) \ NEW CB BY / - - 1 RIM I NEW I "ADS, MATERIALS - - ` �' PROVI ED BY CITY CB - 7-1 -- - - - - - - - - - - L - - - _ T�_ _ _ � CITY MONUMENT N0. 14 50. 33.8 2.0 G. 10.0 REMOVE IXI ING CULVERT 15 0 20.0 ST SIGN' NEW 12" C P LVERT/ 5TRE OWE =11935 N M 93 5 19 3 RELOCATE A5 NECCE55AKY T- " " TO BE AT LOW POINT )Cq¶•1 ' 1 (FIELD DETERMINATION) ID 01 't'• AD )- 5EE W5DOT DETAIL F -3 OO. G - NEW TRANS ER- V 1 ''+ . ++7 t'' +• r N CO _ 1�7`T -_T71 - - - - MBA SV:: o 'L.5- '•'1 yi! +ra•5,''' -Y,,f' 'k:+,'1 '' J�:, ' %� T�' 0 192. WHEE P NEW CB #8 \r - - - - - - - - - -� RIM 1 92.4 INEW CURB €GUTTER (TYP) I I I COVERED BI RAC � T�' I I IN r I I I I VAr �'�9 I H , e I I '�'' diffia BUILDING ?.I - -T-- - -T- - -- 000 OD 00:r` I 150' x 1741 H t; I FF UPPER = 203.5 j C R C8.4 (18) C 06 C 4.0 P -2 C oN $ \UMPSTER €RECYCLING 202 6 '. CANEW CB 5011 E Qi • • 6'CONCRETE SIDEWALK 414,, ILU �'' I FP LOWER = 193,0 _ r• ARD PLAN F -3 •'• C =Ig2.75 FORJOINT+FI 5 L.f� (IYP ICAL FOR IDEWALKS) O •' -11, I I I � r1 ;o I , r IQ NW CB #7 20 5 19.0 d, 1.5 I I I I s5 W� li � I I ------- - - - -J\ O Hl • �..1 / I - 1'i^1 00 W 1(20) •291.4 - -- 203_ _ 19 : r „', �•`,ti ,;.;;�....l�I 20 0 100.12' N _ 196.5 / iefr 2 "WATER TAP € I' METER D•0 •• Qi • • 6'CONCRETE SIDEWALK 414,, '•'j Ln : + UJ r• r I ILU IY• M U I SEE WSDOT SI ARD PLAN F -3 •'• C =Ig2.75 FORJOINT+FI 5 L.f� (IYP ICAL FOR IDEWALKS) O bi) r1 ;o I , r IQ '•'j Ln : + UJ r• r I R =20 R =12 , O� T NEW CB #4 l� NEW 2" CPE VEy EW CB #6' I ( P •'•" C C'i RIM 1974 RIM 19.91 TC =192.5 =01.5 � � � n" / BC =192.0 920.0 �.1 5 CD BC =20 ADA E 1) -5E E ' n Q - - I NEW CB BY L. _ _ - - -�- - �- /~ `ti _ - - -i I� W5 OT DETAI F3 = 3PJM 203.6 - - / J� I IXIS G 12' 5 M BE USE EDGE OF IXIS NG PAVING �K-y .-I 6.0 6.0 8.0 °• ,* .- -.IF0. ISM ;IF _REMOV - - - ' -' -' -' _9th_5 , \EE_T_ _ - _ -- _ - - = -w I W- • w W w I20.0 J S 2 0 8.0 5.0 10.0 o EXISTING MAIN \ `1 L E 189.79 \ TO O T TH HIS EX15TING NEW CURB A ISTING // IXISTING CULVERT EXISTING CURB EX15TING DRAINAGE DITCH II F---1 ii i IXISTING SIDEWALK ,•� SITE P LA N II I SCALE: 1 "= 20-011 NORTH -® C - � I EB . 188.16 Sw R� GtSTER ARC tT STATE W4 NE Wendy Ryan, Architect O00 � M U I SEE WSDOT SI ARD PLAN F -3 •,.'�•! FORJOINT+FI 5 DETAIL (IYP ICAL FOR IDEWALKS) O bi) V NW CB #7 RIM 192 0 W� O Hl • �..1 / I - 1'i^1 R =20 R =12 , O� T NEW CB #4 l� NEW 2" CPE VEy EW CB #6' I ( P •'•" C C'i RIM 1974 RIM 19.91 TC =192.5 =01.5 � � � n" / BC =192.0 920.0 �.1 5 CD BC =20 ADA E 1) -5E E ' n Q - - I NEW CB BY L. _ _ - - -�- - �- /~ `ti _ - - -i I� W5 OT DETAI F3 = 3PJM 203.6 - - / J� I IXIS G 12' 5 M BE USE EDGE OF IXIS NG PAVING �K-y .-I 6.0 6.0 8.0 °• ,* .- -.IF0. ISM ;IF _REMOV - - - ' -' -' -' _9th_5 , \EE_T_ _ - _ -- _ - - = -w I W- • w W w I20.0 J S 2 0 8.0 5.0 10.0 o EXISTING MAIN \ `1 L E 189.79 \ TO O T TH HIS EX15TING NEW CURB A ISTING // IXISTING CULVERT EXISTING CURB EX15TING DRAINAGE DITCH II F---1 ii i IXISTING SIDEWALK ,•� SITE P LA N II I SCALE: 1 "= 20-011 NORTH -® C - � I EB . 188.16 Sw R� GtSTER ARC tT STATE W4 NE Wendy Ryan, Architect Notes: 1 '1= 201 -0'1 Scale: A. I 51TE PLAN Feb.22, 2005 O00 � M U 00 M • 00 O O bi) V C W� O Hl • �..1 F1 1'i^1 00 W � N Notes: 1 '1= 201 -0'1 Scale: A. I 51TE PLAN Feb.22, 2005 w • 00 O O bi) • �..1 1'i^1 Notes: 1 '1= 201 -0'1 Scale: A. I 51TE PLAN Feb.22, 2005 ODO CNISNM01180d 10 4110 500Z t l Heil Q • PAVING Q I, RIGHT OF WAY L O00 5HEKIDAN GRANT H U 9th IOth OASPHALT CLA55 B 3.0" 2.0" nQ� 3.0" 2.0" OCRUSHED SURFACING 2.0 ° 2.0' Ic--1 2.75 1225 2.011 2.91 TOP COURSE n d n a m • DITCH BY CULVERT O GRAVEL BASE (1) 10.0" 8.0" 10.0" 8.0" NOTES �+-+ (1) 545E MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL (2) ALL MATERIAL TO MEET WSDOT STANDARD SPECIFICATIONS 2 'WIDE 2' CT5T COMPACTED W) @ A/C WEDGE CONCRETE WEDGE CURB 51DEWALK PLANTING STRIP CONCRETE CURB CRUSHED SURFACING t GUTTER TOP COURSE - 2' ASPHALT PAVING p e ' `• O L-CRU5HED SURFACING TOP COURSE GRAVEL BASE - 21 CPEP CULVERT 10 10th STREET SECTION 2' -WIDE 2' CT5T COMPACTED FXP• JOINT (TYP). (TYP) @ AIC WEDGE 2" ASPHALT PAVING VDGE CURB /^�CONCRifE CURB / t GUTTER CRUSHED SURFACING TOP COURSE CRU511ED SURFACING TOP COURSE 20 GRANT STREET SECTION Q I, RIGHT OF WAY L O00 EXISTING DITCH TO REMAIN cn H U M 00 cn W TIE D15TIIG COVERT T� nQ� NEW CATCH BASIN OR I T! W REPLACE AS NEEDED Ic--1 2.75 1225 ENSURE RUN a n d n a m • DITCH BY CULVERT on I V1 � d n �+-+ O CRUSHED SURFACING TOP COURSE CRU511ED SURFACING TOP COURSE 20 GRANT STREET SECTION N NEW FIRE HYDRANT NEW WADS BY CITY BY DEVELOPER _ R 15 =1 ° 1� o NEW BY CI TIOIN o TC =2 6. TO B@DM INr I FELD "' BC =2 45 II I ILL-IN EXISTING DITCH s I I STOP 511 I � I II PX1511 G STREET I I IDGE (TYP) I 1 iiI I GONCP.EiE 51DEWALK -�, � 111 I I I I A/C W I.DGE TO BE STRAIGHT I 1 @ DRIV AY5 (TYP) I i o - II NEW A5PhA T PAVING W/ 18' GE CURB I 1 I I Lu RE OVE 1 I ^u EXISTING CULVERT I 1 '�^ R15 � I V J 1 1 �- 5 APRON EXISTING 7 DRIV AY (TYP) I Z ui 0 I 1 1L II 0 1 I ni yr i NEW 8 "PVC C9C I I ASPHALT -PAVED '0 WATER MAIN BY CI APPROX 254 L 1 1 PARKING AREA SPLICE JOINTS IN FILTER I I FABRIC AT P05T5, USING 2"x2" BY 14 GA WIRE OR 2x4 WOOD PO5T, STEEL I 1 STAPLES, WIRE RINGS, OR 3 EQUIVALENT, IF STANDARD FENCE POST5, REBAR 1 NEW C.B. #5 EQUIVALENT TO ATTACH P E wHER FABRIC TO P05T5 STRENGTH FABRIC USED OR EQUIVALENT 1 Q I, RIGHT OF WAY L O00 EXISTING DITCH TO REMAIN cn H U M 00 cn W TIE D15TIIG COVERT T� nQ� NEW CATCH BASIN OR I T! W REPLACE AS NEEDED Ic--1 2.75 1225 ENSURE RUN ;A.:,' ll ' 15 DIRECTED TO OPEN BIKE RACK DITCH BY CULVERT on I V1 0 �+-+ O O 8" ADS, MATERIALS ........... P OVIDED I CITY• I o N NEW FIRE HYDRANT NEW WADS BY CITY BY DEVELOPER _ R 15 =1 ° 1� o NEW BY CI TIOIN o TC =2 6. TO B@DM INr I FELD "' BC =2 45 II I ILL-IN EXISTING DITCH s I I STOP 511 I � I II PX1511 G STREET I I IDGE (TYP) I 1 iiI I GONCP.EiE 51DEWALK -�, � 111 I I I I A/C W I.DGE TO BE STRAIGHT I 1 @ DRIV AY5 (TYP) I i o - II NEW A5PhA T PAVING W/ 18' GE CURB I 1 I I Lu RE OVE 1 I ^u EXISTING CULVERT I 1 '�^ R15 � I V J 1 1 �- 5 APRON EXISTING 7 DRIV AY (TYP) I Z ui 0 I 1 1L II 0 1 I ni yr i NEW 8 "PVC C9C I I ASPHALT -PAVED '0 WATER MAIN BY CI APPROX 254 L 1 1 PARKING AREA SPLICE JOINTS IN FILTER I I FABRIC AT P05T5, USING 2"x2" BY 14 GA WIRE OR 2x4 WOOD PO5T, STEEL I 1 STAPLES, WIRE RINGS, OR 3 EQUIVALENT, IF STANDARD FENCE POST5, REBAR 1 NEW C.B. #5 EQUIVALENT TO ATTACH P E wHER FABRIC TO P05T5 STRENGTH FABRIC USED OR EQUIVALENT 1 POST SPACING MAY BE INCREA5ED TO 8' OF WIRE BACKING 15 U5ED P05T MIN 4'x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL, OR 3/4" TO 1 -1/2" WASHED GRAVEL NOTE: INSTALL FILTER FABRIC FENCES ALONG CONTOUR WHENEVER POSSIBLE O 51 LT FENCE DETAIL NO SCALE V APRON @ EX15TING DRIVEWAYS TYP) J.V I Fill IN EX15TING' DITCH F/ 'B BY CITY '04.8 33.0 52.25 NEW TOPO (TV)7 I ENTRY DRIVEWAY i ExTT DRIVEW L% 5 SIGN 100.12' IN ) N 89d 0 ' 5011 W nJ q;Q� 881101 li RIM )0 I� G ') ' / O00 cn H U M 00 cn W I" O W x. y'• Ic--1 2.75 1225 bA ;A.:,' ll ' BIKE RACK V on I V1 �+-+ O O ........... a I... .I, ......................mIun �\ V � M O O my, �1 ........ ..1.....11.... \ ................ ....... itll......' t ........ ■ ...............11..... ...�..........L. .......x ................11..... ...1 �..\........ I. .....\..I\..........OMMONN1.... .. .1.........0..........L....ONES .....11.... ... Lf... .O .............L............... 11.... ...L .......... ..........................NINON o�1IS'I� Nu u n; gwg II� D'•1 =1 POST SPACING MAY BE INCREA5ED TO 8' OF WIRE BACKING 15 U5ED P05T MIN 4'x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL, OR 3/4" TO 1 -1/2" WASHED GRAVEL NOTE: INSTALL FILTER FABRIC FENCES ALONG CONTOUR WHENEVER POSSIBLE O 51 LT FENCE DETAIL NO SCALE V APRON @ EX15TING DRIVEWAYS TYP) J.V I Fill IN EX15TING' DITCH F/ 'B BY CITY '04.8 33.0 52.25 NEW TOPO (TV)7 I ENTRY DRIVEWAY i ExTT DRIVEW L% 5 SIGN 100.12' IN ) N 89d 0 ' 5011 W nJ q;Q� 881101 li RIM )0 I� G ') ' / C 5 C F u `WHEEL 5TpP5 @ C PAVEMENT EDGE 0 C nv No rF I L RIGHT OF WAY 31.0 LI 5.0 .50 50 1 .0 5 0 IXI5TI8G TOPO TO REMAIN (!1P) NEW ASPHALT PAVING W/ WEDGE CURB � I i REMOVE EXISTING CULVERT jEX15TING STRi EDGE MT) _ _ - - 7 NEW CB BY RIM I � NEW I "ADS. MATERIALS CB �•' - __ - - - -- - - -�� PROVI ED BY CITY -j ST ET L - - - / - - - - ti CITY MONUMENT NO. 14 0.9 51 33.1 X1"2.0 G. 10.0 REMOVE EXI ING CULVERT 2.9 15.0 20. 0 t . .. I .. NEW 12" Cr P C LVERT/ STRE 51GME -1193.5 N M C 5 19 3 TRELOCATE ERMINAnON) RY 4.0 -r- ` (FIELD DETERMINATION) TC =2 ODING AREA LOCATI U .. T'- - ! I : 4 'I = 19.5 p TRAN5IT 5TAND ' +• h' 1"-F=20 - /m• L •. ..1 .. .y�. tltltt. a. ••• �, r ;'. w.•. •. r•, F'. "r Y: J t" ha:'¢1 I'' L�' 'L w..Ai'ty'' : o / �I• t".' E' nt"`, �, re•e''•'R'r�.','i:K'rq'3xyrnPi ,1: IS SLID �wn, �'r L;�i,w �. 'i; •"'4A lYP e'Na: I''�• r'If "�(dn.�.il.. ;..i. r ;l,t:', '�'i vi / i 't. „ ,e, s AD ) - SEE WSDOT DETAIL F -3 0 199. 100.12 " NEWTRANSF ER •`� Bt, s• ONLY"'D ,,ir,,^ CO 1'Jj� .:w; ''y ±•; `I TC= 93.5 N ENTER' SI , n., ip 4 BC= 93.0 R -4, `$; I �' �� 1� •�i '')` ' , o - NEW STREET TREE .0 11725 ''� - - - .w'. j <' '' 0 IN 4k4' GRATE F93M r =1192 r, WHEE P(TY� '�--� •�J• \ /�'�? NEW CB #8 •.,J.' \ / RE �VW CURB t GUTTEK rM)I LJ -.0 ;Ir ----- - - - --� "` I 1 1 •,tea „r. O00 cn H U M 00 cn W I" O W x. y'• Ic--1 2.75 1225 bA ;A.:,' ll ' BIKE RACK V on I V1 C 5 C F u `WHEEL 5TpP5 @ C PAVEMENT EDGE 0 C nv No rF I L RIGHT OF WAY 31.0 LI 5.0 .50 50 1 .0 5 0 IXI5TI8G TOPO TO REMAIN (!1P) NEW ASPHALT PAVING W/ WEDGE CURB � I i REMOVE EXISTING CULVERT jEX15TING STRi EDGE MT) _ _ - - 7 NEW CB BY RIM I � NEW I "ADS. MATERIALS CB �•' - __ - - - -- - - -�� PROVI ED BY CITY -j ST ET L - - - / - - - - ti CITY MONUMENT NO. 14 0.9 51 33.1 X1"2.0 G. 10.0 REMOVE EXI ING CULVERT 2.9 15.0 20. 0 t . .. I .. NEW 12" Cr P C LVERT/ STRE 51GME -1193.5 N M C 5 19 3 TRELOCATE ERMINAnON) RY 4.0 -r- ` (FIELD DETERMINATION) TC =2 ODING AREA LOCATI U .. T'- - ! I : 4 'I = 19.5 p TRAN5IT 5TAND ' +• h' 1"-F=20 - /m• L •. ..1 .. .y�. tltltt. a. ••• �, r ;'. w.•. •. r•, F'. "r Y: J t" ha:'¢1 I'' L�' 'L w..Ai'ty'' : o / �I• t".' E' nt"`, �, re•e''•'R'r�.','i:K'rq'3xyrnPi ,1: IS SLID �wn, �'r L;�i,w �. 'i; •"'4A lYP e'Na: I''�• r'If "�(dn.�.il.. ;..i. r ;l,t:', '�'i vi / i 't. „ ,e, s AD ) - SEE WSDOT DETAIL F -3 0 199. 100.12 " NEWTRANSF ER •`� Bt, s• ONLY"'D ,,ir,,^ CO 1'Jj� .:w; ''y ±•; `I TC= 93.5 N ENTER' SI , n., ip 4 BC= 93.0 R -4, `$; I �' �� 1� •�i '')` ' , o - NEW STREET TREE .0 11725 ''� - - - .w'. j <' '' 0 IN 4k4' GRATE F93M r =1192 r, WHEE P(TY� '�--� •�J• \ /�'�? NEW CB #8 •.,J.' \ / RE �VW CURB t GUTTEK rM)I LJ -.0 ;Ir ----- - - - --� "` I 1 1 •,tea „r. I nJ M I I I I MAW EI�1 I r 61 ffia BUILDING ODD h 0 ;,-.11 I 801 x 1741 FF UPPER = 203.5 1 I C � I 1 N C #2 / o li C R1 18.4 (18) 0 C 4.0 gy •,R2 o ��3 3& \UMP5TER t RECYCLING NEW CB (2 C 100.12' _ FF LOWER = 1 93.0- - O �1 20.5 9.0 .' 1 5 Iti : I I 5 I I 'pII r u 1 . .ik• I I ----- - - - - -- y' 1•s. (201 2GI.It` 3. - - - - 20 ^' I100r 129 ' I O00 cn H U M 00 cn W I" O W x. y'• Ic--1 2.75 1225 bA ;A.:,' ll ' BIKE RACK V I nJ M I I I I MAW EI�1 I r 61 ffia BUILDING ODD h 0 ;,-.11 I 801 x 1741 FF UPPER = 203.5 1 I C � I 1 N C #2 / o li C R1 18.4 (18) 0 C 4.0 gy •,R2 o ��3 3& \UMP5TER t RECYCLING NEW CB (2 C 100.12' _ FF LOWER = 1 93.0- - O �1 20.5 9.0 .' 1 5 Iti : I I 5 I I 'pII r u 1 . .ik• I I ----- - - - - -- y' 1•s. (201 2GI.It` 3. - - - - 20 ^' I100r 129 ' I n Iry Ltd + W C M (f) N�1I1� O II 5EE W5DOT 5TLARD PLAN F -3 r�•14 FOR JOINT FI 5 DETAIL ICN_ FOR IDEWALYS) p; r Nt�'y CB #7 `!+ 11 192.0 r • .• 5 89d 5011 E e, •:` - 1 2"WATER TAP N 8 "ADS ,� -2020 .�' rr /2' 1r' `i 1 CITY o_ 1. 10.0 196.5 EP t I' METER I I 4r.,R „rs• CULL ONCRETE SIDEWALK 'S•' •'•�,: 'i' ;'. {5 FILL IXI5 ING / _' •x• n d• '! ..r'.: '. rI' '�'... •.4 V.. 4', n/n .ni:� Y r.:r n.N t •y,• .r,v��n .a,: :§ '1 s, r 7. :eaA.ir,. v f r P ..v ri• t. hl" .r... .. 'S,••n 'r'•'s 93.7S.n .lti '�y .!";�. :.r. 1.n r '•l 4' '1' •1 ,1r .t''' 'a'., A': �. .19 .25 t. +1 , t •:Y Y /N T'' 'I . 'y' ♦ b fti . .,1' • '�. r l Y 6 j "�' I 1. .+ 1' ••r' i•'1: w', 4' 't.• `•c. � '�+ : 1:205LO E ",'• !u R DRAINAGE DITCH 11y '•,f'1 •,r ! f'' .t ..,vs er 'A :' +:t r. .'!.�^� !. t 't. •t. �1 ui 7 'Yr .k: •'i 'a d.y Y4 1 n. r. •r•' ti. `Y' !''b' 1 - 1 I 1 d.; 1 ° r ; 4I , ,'i' f ,NEW CB #4 TNEW 12" CPEP • LVERT EW CB M6 R =12 GI CURB (1YP) / I TC= 1 2.51 ! C R =20 I '� O UJ �' RIM 1974 /:� C/� RIM 192.9 L . .15 1_ j l(j CD 3 BC 192.0 TC =201.5 (i 0� C� Ui O ` BC =20 . CU '4 `y � P) '� C I W5 , MP ) - SEE _ W5 OT DETAI F3 ' I RIM 20386 L- - - -I] \ - - � I EXSI G 12° 5 BE US 5 810 6.0 8.0 ♦* IF E S ME ; IF , REMOV \ ®GE OF IXI NG PAVING / 9th S RE ET .W •I"t w_ w -.iw_. _w_� =w_.� 1 20.0 5 2.0 8.0 5.0 1 .0 I EXISTING MAIN \ ` I.E.189.79 ALIGN NEW CURB TO THI5 EXISTING EXISTING CULVERT EXISTING DRAINAGE DITCH II EX15TING CURB IIIXISTING SIDEWALK II i I 51 T E PLAN lqpv SCALE: 111= 20' -011 FORTH REVIEWED FOR CODE � � c 1166.4- COMPLIANCE �/ DATE � ��° r PERMIT BY i �I o NEW STREET TREE IN PLANTING AREA CB - ••---®I.E. 158.16 z O00 cn H U M 00 cn W I" O W x. y'• Ic--1 2.75 1225 bA ;A.:,' ll ' C) V 1 I V1 n Iry Ltd + W C M (f) N�1I1� O II 5EE W5DOT 5TLARD PLAN F -3 r�•14 FOR JOINT FI 5 DETAIL ICN_ FOR IDEWALYS) p; r Nt�'y CB #7 `!+ 11 192.0 r • .• 5 89d 5011 E e, •:` - 1 2"WATER TAP N 8 "ADS ,� -2020 .�' rr /2' 1r' `i 1 CITY o_ 1. 10.0 196.5 EP t I' METER I I 4r.,R „rs• CULL ONCRETE SIDEWALK 'S•' •'•�,: 'i' ;'. {5 FILL IXI5 ING / _' •x• n d• '! ..r'.: '. rI' '�'... •.4 V.. 4', n/n .ni:� Y r.:r n.N t •y,• .r,v��n .a,: :§ '1 s, r 7. :eaA.ir,. v f r P ..v ri• t. hl" .r... .. 'S,••n 'r'•'s 93.7S.n .lti '�y .!";�. :.r. 1.n r '•l 4' '1' •1 ,1r .t''' 'a'., A': �. .19 .25 t. +1 , t •:Y Y /N T'' 'I . 'y' ♦ b fti . .,1' • '�. r l Y 6 j "�' I 1. .+ 1' ••r' i•'1: w', 4' 't.• `•c. � '�+ : 1:205LO E ",'• !u R DRAINAGE DITCH 11y '•,f'1 •,r ! f'' .t ..,vs er 'A :' +:t r. .'!.�^� !. t 't. •t. �1 ui 7 'Yr .k: •'i 'a d.y Y4 1 n. r. •r•' ti. `Y' !''b' 1 - 1 I 1 d.; 1 ° r ; 4I , ,'i' f ,NEW CB #4 TNEW 12" CPEP • LVERT EW CB M6 R =12 GI CURB (1YP) / I TC= 1 2.51 ! C R =20 I '� O UJ �' RIM 1974 /:� C/� RIM 192.9 L . .15 1_ j l(j CD 3 BC 192.0 TC =201.5 (i 0� C� Ui O ` BC =20 . CU '4 `y � P) '� C I W5 , MP ) - SEE _ W5 OT DETAI F3 ' I RIM 20386 L- - - -I] \ - - � I EXSI G 12° 5 BE US 5 810 6.0 8.0 ♦* IF E S ME ; IF , REMOV \ ®GE OF IXI NG PAVING / 9th S RE ET .W •I"t w_ w -.iw_. _w_� =w_.� 1 20.0 5 2.0 8.0 5.0 1 .0 I EXISTING MAIN \ ` I.E.189.79 ALIGN NEW CURB TO THI5 EXISTING EXISTING CULVERT EXISTING DRAINAGE DITCH II EX15TING CURB IIIXISTING SIDEWALK II i I 51 T E PLAN lqpv SCALE: 111= 20' -011 FORTH REVIEWED FOR CODE � � c 1166.4- COMPLIANCE �/ DATE � ��° r PERMIT BY i �I o NEW STREET TREE IN PLANTING AREA CB - ••---®I.E. 158.16 z O00 cn H U M 00 cn 00 ON O bA n C) `�1 V1 �+-+ O O a 00 �\ V � M O O O �1 Notes: °= 201 -011 Scale: ANN= I SITE PLAN Mar 11, 2005 �1I 00 00 ON O bA CIS V1 a Notes: °= 201 -011 Scale: ANN= I SITE PLAN Mar 11, 2005 I I E { DAyuy-r 2GWe5 7- YPfc4f- I NORTH UPPER FLOOR PLAN LIGMTING NOTE: A(-4- 6L01TeN11,q 15 sever C�7, 5ECE' V i L APR 2 0 ^,05 C11) Of PORT 10 VtNSEND Wendy Ryan, Architect z 0 M M E—+ c cn c cn U 0 00 n O O O � IC �ML W w o o � w H 00 4-J m m o o ° ° IC U omo � o are t o E-+ � � o Notes: Scale: 1/61 E-44 UPPER LIGHT Jan 20, 2005 Notes: Scale: 1/61 E-44 UPPER LIGHT Jan 20, 2005 32' -0" B S1 174' -0" 30' -0" 32' -0" 40' -0" - - - - - -- ------------------------------ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------- - - - - -- --- - - - -� -� I - 1- - J------ -- - - - - -- --------- - - -�-- - 1----------------------- - --I-- - 1--------- -------------- - - - -1- - 1----------------------- - - - - -- - L - -, \ r-- - - - - -- 36" SO x 12" FTG I I 16 "x48" FTG #4 @12 EW T & B E (6) 15 BOTTOM & 15 @12 CROSS, 4 ELEV SHAFT - SEE I V J 36" SO x 12" FTG 12 "0 COL 3 LOC o 1' -6" L31 S1 j l j STEP DOWN TO ELEV PIT SECT B /S3 I I I #4 012 EW T & B I B" SHEAR WALL THICKEN ELEV SLAB TO 16" FOR 4' WIDTH r _ _ 211 3'14" 14 @12 EW EACH FACE 8 "x10' LONG SHEAR WALL 2 7 TIP BARS EA END #4 @12 EW EACH END I FTG 48x24 w /(6) #7 BOTTOM I (6) #5 6S PIT #5 @12 CROSS L _ L _ _ _ _ _ _ I 8" S EAR WALL 1' -6" 12��g COL 3 O # THIS PIT WALL SAME AS 4) 17 TIP BARS EA FACE 4 #5 TOP, & 15 @ 12 TIES 1J7 TI EW CH FACE ( SHEAR WALL, #4 @12 EW y I (2) 17 TIP BAR EA END I o NTYP 4 LOC j4'- j & INTO CROSS FTGS L TYP 3 LOC j4'- EACH FACE, (4) #5 TOP &FRONT TIP i\. I 14, -I„ I S1 SIM ELEV SUMP THIS CORNER �'X`� I �.� B, I rl I `0 o I I I I �, S1 _J N -__J I L___ -_ J L_ -____ _ J h I *41 r_ -_ -.� $IM ,� I �- 4V- -= — __ t _ I 1 Fl _ 4' -0" 4' -0" 'f 4' -0" 14' -0" 4' -0" L-- -- J r� J { J T Ft 4' -0" 4 4' -0" 1 �� FTG 48xl8x 24' w /(7) #5 BOTTOM FTG 48xlBx 24' w /(7) #5 BOTTOM FTG 48xl6x 22' w /(7) #5 BOTTOM 1 4 J5 TOP - TYP 3 LOC 4 #5 TOP - TYP 3 LOC 4 15 TOP t/ FLUSH w/ PIT r ~ 16' -0" 8' -0" 8' -0" �H 8' -0" 8' -0" —* 6' -0" 8' -D" —* 8' -D" 8' -0" 16' -0" I I I o 1 j 4i ?i o D I 8 "x9' LONG SHEAR WALL 8 "x9' LONG SHEAR WALL I S1 i I HOOK VERTS FOR PER REINF E /S1 HOOK VERTS FOR PER REINF E /S1 I L -- -r ~ j _ j -_ _ - - -- - - - - - -- -- - - -- - -- -Q - + - I - - + - - - -_ -_ -- - -- o -- - - - - -- - _ - - - - -- JI - j I L -- —__ ---- T----------- - - - - -- "' - - - - - -J j F1 F1 L------ - - - - -- -- "' - - - -- J — J L - - - - -J L - - - - -- I F1 F1 L- - - - - -J L - --- -J 15' -6" I I 16' -0" 4 ' -D" FTG 36 "x36" w/ 6 #9 BOTTOM I, 4Y-O" FTG 36"x36" w/ 6 #9 BOTTOM (6) #7 TOP, & #5 @16 STIRRUPS _J F -- I 1 r - - -- - -- I 4" SLAB ON GRADE I I o OVER VB PER ARCH o D #4 @24 OC EW I I N $1 I I I I I I I I 16' -0" 16' -0" IV 16'0" 9' 16' -0" 11C 16' 0" 16' -0" - = 1 ' -0" 16' -D" 16' D" I 16' -0" 16' -0" I I I I I A I 1 S2 L - - - -_J 1 I F1 I I I I I I I I I 1 I I � I I I I I C I I 51 2" 1 13' -6' r— ------------ 2' -4" 8 "x42' LONG SHEAR WALL 16' -0" SEE L /S2 FOR REINF HOOK VERTS PER E /S1 F r I I I I I I I I I L ----- J L ------ Ft FTG 6' -3 SO x 12" F1 (6) 15 EW BOTTOM F-- r - - -- I I I ~ I I I I I I I I I L ----- J L ------ F1 F1 j r - -- ell + I Fl I Ft r - - -- F— I I I I - -T- - I - - I I I I I-F1 - - - -J I F1 - - -- I ly 1 l- - F1 L -___ -J I I I I 8"x42' LONG SHEAR WALL I SEE L /S2 FOR REINF I I I I I 2' -4" HOOK VERTS PER E /S1 3-0 19' -2" G /S1 2' -0" 4' —D" 4•_0, 2' -0" 19' -6' G /S1 12" WIDE WALL 4„ '� 5' -0" FTG 5' SQ 4" '� 5 _0 FTG 5' SO I x 24" HIGH TYP 3 —6" F X 10" (5) #5 EW 3 —6" ---- - - - - -- r T= -- X 10" (5) 15 EW K k +k 3'_6 "1 12" ------- - - - - -- -- -T 1N 1 r - -- -- ---- ---- - - - - -- T m IN r' - - -- -- - -- -------- - - - - -- -TF -- -- - - - - -- -, — _I _ - - - - - - -- - -�— - _I_* L - - _ - - _ -- — — — — — — — — — — — — — — — — r - --------- - - - - -- -- --- - -� I- ------- - - - - -- --- - ---- - - - - --- -1 - - - -- " I L---- - - -� -J L--- - - - - -- L--- - - -� -J L---- - - - --T r - - -- - 1n 3" 842' LONG SHEAR WALL 24' -0" 16 16 ' -0" 16' -0" 18' -3" 11 ' -9" 16' -0" ' -0" 21' -0" 19' -0' "x G q SEE L /S2 FOR REINF 0 I 0 N G SIM TO A /S1 S1 G HOOK VERTS PER E /S1 C1 TYP LOW SIDES ... WALL SHEATHING MIN SILL MIN ANCHOR S1 EXCEPT 8x16 FTG STUD AT DESIG & PERIM NAILING & PERIM NAILING BOLTS (2) #4 CONT LAP SINGLE PLATE ONTO BEAM MIN SOILS: Design Soil bearing value 2,000 PSF, with 1/3 incr for W & S PL 1/2 x "P" PLYWOOD (OSB) SHEATHING 4 FT w/ 2 ROWS 16d @ 6" 7/16 1 FACE SINGLE 2x PLATE 1/2 "0 @ 48" 5 /80 "G" GWB - SHEAR NAILED OR PROVIDE STRAP TIES WITH TOTAL RATING aggregate. slump 4 -1/ use water reducing agents to maintain w/c ratio at slump. f'c= 0 Place using mechanical OR 5/8"0 @ 72" vibration. Air Entrain ❑II exterior flotwork. P1 -4 OF 2,OOD POUNDS SINGLE 2x PLATE 1/2 "0 @ 24" to maintain w/c ratio at slump. f'c= 4,,58CJ' psi Place using mechanical SINGLE 2x 1 - ONE FACE - INDICATED -� -- 1T - -"lT ---- Rf------ n --- IT —'I•n� CONCRETE TESTING: None Required (Z 2 - BOTH FACES @ 42" #3 reinforcement: Grade 40 or 60 , Provide corner bars P1 -3 7/16 CDX 1 FACE PANEL PERIMETER NAILING 5/8 "0 @ 24" i ii iiil IN INCHES. FOR 8d NAILS n --- - - - - -- 'ii 1n (2 2 u u x ;;PLATE i u u ii n uu llil m P2 -3 P 1- 3 DOUBLE 2x PLATE lll;i IF;;NO BEjGM ;; ;; ;;;; Sd @ 3" OC EA PANEL 21. SPECIAL INSPECTION. ALL MASONRY UNITS SHALL BE SHEAR WALL-LEGEND 8d NAILS @ PANEL PERIM l'lA SPACE PER PLAN NOTE �11iii ll 2 x " l' 16 N '1 F111- ;'; TABLE 21 -A OF THE UBC. PROPORTION GROUT PER TABLE 21 -3 UBC BASED ON A 2,000 PSI DESIGN STRENGTH. REINFORCEMENT SHALL BE GRADE 6D STEEL, LAP REINFORCEMENT 48 x db MINIMUM. Ills uui 11 u II II n u II u lL'l fill S16224 OR 2 US18 STRAPS STRUCTURAL WOOD: n ll „ ;; ;; ll „n llll WITH CAPACITY OF 2,200 LB BASE JAMB STUDS PER PLAN 112 CDX, wall 7/16 COX, Floor: 3/4" CDX plywood. Oriented Strand Board and other Structural Panels with some OF EACH END OF SHEAR WALL MIN. 2 @ HD, fill �� n n u a nu m� SUPPORTED ON WOOD FRAMING TYP w ,nil ii u u N4iE: WI ERE u n n n HOCK ljl.L INNDDICATE11 u nJ u nip S}NEAtIIING JOINTS NAILING -8d @ 12" PANEL INT. SHFARI�pLL truss dead loads. Uplift forces may be reduced by roof dead load, if "�'11,1,,H 8d @X PANEL PERIMETER & OPENIIVA7i i' 11 li ii 11 ii ill! SIMPSON PHD -5 OR HTT -22 X PER PLAN, 6" MIN SPACING support the design loads. Obtain approval from Engineer for changes ll;l 5/80 A BOLT EMBEDDED 12" OR Bill 111l' ll I would affect the indicated truss supports. STRUCTURAL STEEL: SIMPSON A BOLT SST816 TYPICAL MATERIALS: Shapes & Plates: A36, where noted as GR 50 provide 50 ksi yield strength; TUBES to be A500 GR B. All welding to be E70xx performed by AWS Certified Welders. Clamp materials WHERE.T NOTED _-------- - - - - -- - - - -1L- - -1L- -- Jl. -__1L- finish paints. Concealed steel in areas dry after construction may be left WHERE HD UPPER WHERE RIM PRESENT, EXTEND HD BOLTS THRU j j bolts UNLESS SC IDENTIFIED FLOOR OVER STL BM TO HD'S ON MAIN FLOOR, NAIL SHEATH TO (2) 14 HOOK BAR EA HD WELD 2H NUT TO BEAM SILL SAME SCHED AS WALL WHERE EXIST CONC FDN, DRILL MIN FOOTING 8x12" & EPDXY THD ROD MIN 12" DEEP' 6%16 STEM WALL SEE SCHEDULE BELOW FOR AB, SILL SIZES, AND NAILING REQUIREMENTS TYP. SCHEDULED SHEAR WALL ELEVATION SCALE: NTS SHEAR WALL SCHEDULE WALL SHEATHING MIN SILL MIN ANCHOR VERTS STUD AT DESIG & PERIM NAILING & PERIM NAILING BOLTS @ FDN PANEL JOINT SOILS: Design Soil bearing value 2,000 PSF, with 1/3 incr for W & S PL 1/2 x 5 1/2 x 9 @ TS4x4 P1 -6 7/16 1 FACE SINGLE 2x PLATE 1/2 "0 @ 48" 5 /80 SINGLE 2x CONCRETE: Minimum 5 Sack /CY with maximum c ratio of 0.55, 3/4'" ( � maximum Maximum ", 8d @ 6" OC aggregate. slump 4 -1/ use water reducing agents to maintain w/c ratio at slump. f'c= 0 Place using mechanical OR 5/8"0 @ 72" vibration. Air Entrain ❑II exterior flotwork. P1 -4 7/16 1 FACE SINGLE 2x PLATE 1/2 "0 @ 24" to maintain w/c ratio at slump. f'c= 4,,58CJ' psi Place using mechanical SINGLE 2x Vibration. Hard Trowel finish. Apply Cure /Sea[ thin 4 hours of placement. Bd @ 4" OC CONCRETE TESTING: None Required (Z OR 5/8% @ 42" #3 reinforcement: Grade 40 or 60 , Provide corner bars P1 -3 7/16 CDX 1 FACE DOUBLE 2x PLATE 5/8 "0 @ 24" (2) 2x OR (1) 3x ANCHOR BOLTS: Anchor bolts shall be diam. indicated x min. 8 in. 8d @ 3" OC embedment. Cost in bolts shall have 3" hook or std head. A36 or A307, OR 3/4 "0 @ 36" NAIL DBL 2 ROWS 16d @6" P2 -3 7/15 CDX 2 FACE DOUBLE 2x PLATE 3/4 "0 @ 18" (2) 2x OR (1) 3x MASONRY: ALL WORK SHALL COMPLY WITH UBC97, CHAPTER Sd @ 3" OC EA PANEL 21. SPECIAL INSPECTION. ALL MASONRY UNITS SHALL BE 8 "x16" OF WIDTH INDICATED, PLACED IN RUNNING BOND WITH FULLY BEDDED NAIL DBL 2 ROWS 16d 06" IF DOUBLE PLATE, DIVIDE PERIMETER NAILING BETWEEN PLATES PROVIDE STRUCT PL WASHER ON SHEAR WALL ANCHOR BOLTS (NOT REQ @ P1 -6) t) FDN PLAN SCALE: 1/8" = 1' -0" NORTH ANCHOR BOLTS PER SHEAR WALL SCHEDULE v 4" SLAB ON GRADE N o a 7/16" SHEATHING 2x6 @ 16" O.C. FRAME WALL TREATED SILL n ,is10 (2)W4 CONT, TOP 8" FIND WALL ,W4 @ 16" VERT HOOK INTO FN ID D FIELD BEND VERTS INTO SLAB. SEE TOP EDGE DETAIL (2) #4 TOP #4 @ 10 HORZ- CENTER 4 1 45 @ 12 VERT FTG TO BE 8"x24" (3) #5 CONT MIN 18" BELOW GRADE UNDISTURBED SOIL NOTIFY ENGINEER IF SOFT CODITIONS ENCOUNTERED A TYPICAL FOUNDATION WALL S 1 SCALE: 1/2" = 1'-0" 4" SLAB ON GRADE/ z, N 4" (4) #6 CONT. TOP #4 @ 12 STIRRUP 2" CUR EA FACE b /FTG TO BE If I MIN 18" BELOW GRADE 8 "x24" (3) #6 CONT UNDISTURBED SOIL NOTIFY ENGINEER IF SOFT CODITIONS ENCOUNTERED G SHEAR BASE FDN S 1 SCALE: 1/2" = V -0" CENTER 24" LAP MIN #5@ 1$ SLAB ON GRADE \ (4) #5 HORZ =—� fs WALL DESIGNED FOR PEDESTRIAN TRAFFIC WITH t /SIDEWALK FLUSH WITH FLOOR DO NOT BACKFILL MORE THAN 8' ABOVE j FOOTING WITHOUT TOP SLAB IN PLACE % NO BASEMENT SLAB REQUIRED FOR DESIGN 45 @ 8" 42 "12„ ' CLEAR FROM BACK FACE /- 1' GRAVEL �4" PERF DRAIN " WHEN COL CL @ 8.5" PROVIDE FLOOR DL: 60 PSF FLOOR LL: 85 PSF + 20 PARTITION, PILASTER w /(4) 14 HOOKED VERTS & CLOSED #4 TIES @ 6" OC NOTES: 2 TIES @ 2" AT TOP SOILS: Design Soil bearing value 2,000 PSF, with 1/3 incr for W & S PL 1/2 x 5 1/2 x 9 @ TS4x4 V-01. PL 1/2 x 5 1/2 x 10 @ TS5x5 - - - (2) - 5 /80 AB'S CONCRETE: Minimum 5 Sack /CY with maximum c ratio of 0.55, 3/4'" ( � maximum Maximum ", O aggregate. slump 4 -1/ use water reducing agents to maintain w/c ratio at slump. f'c= 0 Place using mechanical � ❑� vibration. Air Entrain ❑II exterior flotwork. p N o� to maintain w/c ratio at slump. f'c= 4,,58CJ' psi Place using mechanical Vibration. Hard Trowel finish. Apply Cure /Sea[ thin 4 hours of placement. CONCRETE TESTING: None Required (Z ----- - - - - -- #3 reinforcement: Grade 40 or 60 , Provide corner bars ------- _ at all corners. Lap reinforcement - Class B. Minimum cover: 3" to :_j PERIM COL BASE DTLS -4" 1, J - D RETAINING WALL SECTION S 1 SCALE:1 /4" = V -D" TED KEYWAY 5" LONG, 6" SPACE BEND #4 VERTS INTO SLAB AR DECK 1.5" ONTO CONC I� rl \_8" WALL #4 @ 12 EW EACH FACE i TIE SIZE AND SPA PER PLAN TOP & BOTTOM REINF PER PLAN E SHEAR WALL SECTION RP 01- 5 S 1 SCALE:1 /2" = 1' -0" / S SCALE:1 /2 = 1 -0 4 012 HORZ EA FACE #4 U BAR EA END HORZ BARS #4 VERT ® 12 EA FACE (4) VERT BARS PER PLAN @ TIP SIDES / r9' BEAN (2) 7/8 "0 x 5' -0' BEAM POCKET A193 GR B7 RODS CAST IN WALL W14x30 6 1 1/2 "f GROUT (2) 5/8 %8" A BOLTS Y GA TYP G BEAM TO SHEAR WALL CONN SCALE:1 /2" = l'—O" ROOF DL: 15 ROOF LL: 30 PSF. FLOOR DL: 60 PSF FLOOR LL: 85 PSF + 20 PARTITION, WIND: BO MPH; EXP. B SEISMIC ZONE 3 R: 5.5 SDIL PROFILE: Sid 1 =1,0 V =,164 " W NOTES: GENERAL: All work shall comply with UBC97, State, & Local Codes SOILS: Design Soil bearing value 2,000 PSF, with 1/3 incr for W & S Passive pressure 3DO PCF, allowable sliding coef 0.33. Soil prop based on UBC Table 18 -1 -A with 20% incr for call foot width or depth SUBGRADE: New footings to bear on undistrubed native soil. ez- X51 Fill below slabs shall be compacted to 95% maximum density. ZS 'S CONCRETE: Minimum 5 Sack /CY with maximum c ratio of 0.55, 3/4'" ( � maximum Maximum ", aggregate. slump 4 -1/ use water reducing agents to maintain w/c ratio at slump. f'c= 0 Place using mechanical psi. vibration. Air Entrain ❑II exterior flotwork. Slabs & Aprons: Minimum 6 Sock /CY with maximum w/c ratio of 0.55, 3/4" maximum aggregate. Maximum slump 4 -1/2 ", use water reducing agents to maintain w/c ratio at slump. f'c= 4,,58CJ' psi Place using mechanical Vibration. Hard Trowel finish. Apply Cure /Sea[ thin 4 hours of placement. CONCRETE TESTING: None Required (Z REINFORCEMENT: All reinforcement #4 and larger. Grade 60 unless noted. #3 reinforcement: Grade 40 or 60 , Provide corner bars at all corners. Lap reinforcement - Class B. Minimum cover: 3" to earth for footings, 1 -1/2" to earth for slabs. Exposed to weather 1 -1/2 ". Obtain reinforcement inspection prior to placing concrete ANCHOR BOLTS: Anchor bolts shall be diam. indicated x min. 8 in. embedment. Cost in bolts shall have 3" hook or std head. A36 or A307, Drilled in adhesive anchors embedded 7 -1/2" min. may be substituted. Adhesive anchor system shall be ICBO recognized. The following brands are preapproved- Rawl Chem -Stud, HIM HVA, or Simpson ET. Stud to be A36 or A307. Install strictly per mfg. instructions. Cure anchors ❑ minimum 24 hours before erecting steel. MASONRY: ALL WORK SHALL COMPLY WITH UBC97, CHAPTER 21. SPECIAL INSPECTION. ALL MASONRY UNITS SHALL BE 8 "x16" OF WIDTH INDICATED, PLACED IN RUNNING BOND WITH FULLY BEDDED JOINTS. UNITS SHALL MEET ASTM C90 TYPE 1, GRADE N, f'M =1,500 PSI MORTAR SHALL BE TYPE S WITH PROPORTIONS CONTROLLED BASED ON TABLE 21 -A OF THE UBC. PROPORTION GROUT PER TABLE 21 -3 UBC BASED ON A 2,000 PSI DESIGN STRENGTH. REINFORCEMENT SHALL BE GRADE 6D STEEL, LAP REINFORCEMENT 48 x db MINIMUM. GROUT CELLS WITH REINF, STYROFOAM BEAD INSUL IN UNGROUTED CELLS EXTERIOR WALLS TO HAVE DRI -BLOCK ADDITIVE TO BLOCKS & MORTAR SEE ARCH DRAWINGS FOR COLOR & TEXTURE STRUCTURAL WOOD: Species & Grades as indicated: 2x4's stud grade, 2 x 6 and larger HF #2 or better. Glu -Lams: 24F -V4, DF /DF. Wood in contact with concrete shall be pressure treated. Roof sheathing 112 CDX, wall 7/16 COX, Floor: 3/4" CDX plywood. Oriented Strand Board and other Structural Panels with some span rating may substitute for indicated plywood Engineered wood materials are based on Truss Joist McMillan products. Alternate manufacturer's acceptable provided manufacturer verifies subsitiute has equal or greater capacity based on code tests. TRUSS NOTES Design trusses for the loadings indicated. Dead loads included assumed truss dead loads. Uplift forces may be reduced by roof dead load, if "net" reduction taken. Trusses shall be designed and manufactured in accordance with the UBC97, Truss manufacturer is responsible for truss design including connection to supports Supports are designed for indicated loads. Truss designer shall specify ties and hangers to support the design loads. Obtain approval from Engineer for changes to truss framing directions, girder truss locations, or similar items that would affect the indicated truss supports. STRUCTURAL STEEL: MATERIALS: Shapes & Plates: A36, where noted as GR 50 provide 50 ksi yield strength; TUBES to be A500 GR B. All welding to be E70xx performed by AWS Certified Welders. Clamp materials snugly togeother before welding. Preheat & Post Heat per AWS D1.1 Shop prime new steel exposed to view, use primers compatible with finish paints. Concealed steel in areas dry after construction may be left unpainted. Bolts to be common machine bolts meeting SAE 2 or A307 unless noted as A325, then supply A325 -X (Bearing threads excluded) bolts UNLESS SC IDENTIFIED I I Q #4 @ 12" VERT - :2 & HORZ. L GRANULAR SOIL FILL (WELL DRAINING) 24 - 1' GRAVEL CD #4 @ 12" 12" I DOWEL 4" PERF DRAIN � SLAB ON GRADE (2)14 HORZ LOW RETAINING WALL SECTION 51 SCALE: 3/8" = l' -0" PERMIT # SLID 0 4 -1 12 REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN ISSUED FOR CONSTRUCTION I — ^IOA P.O. BOX 699 Pro Design TRACYTON, WA 98393 J.G. Bortrom, PE (360) 377 -1026 DSHS OFFICE BUILDING LITTLE & LITTLE CONSTRUCTION DESIGN: JGB DRAWN: TN DATE: DWG. NO: R1 5/20/04 S-1 CL COL 21- CL BM y'" F 0 I N N' t0 G /S2 11M C. p N O n. N X N Y , 6 PROVIDE 2K, 3TfR @ B4 JA BS m I' - W18x35 0 m' to N P1 -3 TYP EXT — THIS ELEV M I PROVIDE PRD.i -EA9 JAMB mI W18x35 m I O N N M I c_O W18x3 B2 62 5 @ 8' -0" = 40' -0" L X x 3 W18x35 N rfl W18x35 N [D ra N [O `x 10' -0" TYP GIRDER TO CL 174' -0" 3/16 I/2 -4 V -6" 4 @ 8' -0" = 32' -0" 1' -3' MIN 1' -0' z MIN to" BOTH SIDES 3" _ 30' -0" 4 @ W -0" = 32' -O" 5 @ 8' -0" = 40' -0„ FA END 3/1s 2 -4 4 9" 44" S2 S2 3 @ 8' -0" = 24' -0" 6' -0" CL 21" � O O 3/4 R F d • N ______ ____________ __ __ BM o x " 21" CL COLS ° -- - D FIELD FIELD SHOP NO REINF RED e F HOLE HOLE HOLE IF SPACING MET PL 1/2 x 3 x 3' -4" �vx �� 6 PL 3 16 X 2 1/2 FAR SIDE ONLY 51 N FIELD HOLES MAY BE LOCATED / PROVIDED SPACING MAINTAINED POINT M NS ONLY - 2 PER OPNG SYM ABOUT CL II c0 m N p n ' N N N II N ; W16x26 II x x x X x TYP W16X26 BEAM DETAIL dh o c�__J [O �_ 31_L.rr _. _ __ ____._ -___� co to ° 3 3 4 LOC ;I W12x14 I �� 3 3 S3 N is 11' -7" t 52 SCALE: 1/2" _ 1' -0" H I X I N I II (p jl� _ti I j I h it S3 PROVIDE PENETRATIONS AT ALL /S2 SIM INTERIOR BEAMS AND GIRDERS ~ W18x35 ~ W18x35 i W12x14 < W18x35 7 1/4" SUSPENDED SLAB AT EXTERIOR BEAMS NO SHOP W18x35 - -�' -- -- — —• _ _. _ -. ._._.._.._ _ _ - - + - - - -'- - - - _ _ _ _ _ - - - - - _ _ _ _ - - - - - - - PER DETAIL HOLES REQUIRED, TYP FOR D & E GLB 5 -1/8 x 16 1/2 @ ROOF ° 8 OPT JOINT OVER COL PREFER MIN 2 SPAN BEAMS n n v " r =: c". '_a . = 1 - _ = CL7 ,rte -_ _ _ _ _ . _ _ _ _ _ o , _ _ i • i , r == -- - -- - -- - --- - PR LSTA21 STRAPS m II N N N ! N N u _N ! N �!! 19 .� cq li 19 N co 3" ,Fl+' AT M SPLICE N x x X x NI; x x x �! x x I' ff LL B N cp !! co cn r9 ii - I! Ali c_o II cp a ,p cGI [n 0 3/16 ! (4) 5/80 x 4" LAGS II � N PROVIDE 2K, 3T PL 1/2 x 5 x 9 iq'k 2' -6" 2' -6" 1' -6" ' I , „ ii ti ",Z @ 64 JAMBS 10" 10" 10" BOTH siDEs I it ,I „ it CL TO FACE 3„ 1' -6" 6 "0 9 " 3/16 2 -4 EA END I! PL x6x9 T 8 6 ��o' H II 1 /2 B ! _:- -_ >,� p�•- OR PL 1/2 x 6 x 10 W18x .4 ti It j, '� J m 1 AT FABR OPTION 3/16 2 -4 _._._. W18x3 W18x35 - (4) 3/40 A3QL7S 72" S2 NO RECT DUCT 3 STUD BELOW NOTE 1 PEN R THIS BAY POST ABV PL 1/2 x 6 x 10 31, W1 2x � W12x14 K M (4) 3/40 32�1TS 4 P3/1 L 6 X 2 1/2 _ _. „ 11 ,r :== - ? 4 PL 1 2 x 3 x 3' -4" S2 7 -�" NS ONLY I- 2 PER OPNG n l II x N N N 3/16 2 FAR SIDE ONLY L__. _ rry J k L_ _. _. J I x i c0 x x X z X x x x x % 3b - - -� - - - _o it _� _n �_ o _fl o O ° O m TYP 8' -0" BAY (SEE PLAN) 3 y 3 3 DETAIL CENTER GIRDERS TO BE 2 SPAN OR 3 ,i i n II VARY BOTTOM v MOST DIM FOR L N AT COW BM USE IPRLSHEARNTABS,OATOJOINT MILL TOIL it ' I I USE SINGLE END PL ON W18 AS PR TABS P1 -3 N " W1,px35 ii n v� ' TYP W18 x 35 BEAM & COL DETAIL W18x35 TYP TYP EXT — — — — — — —_ _ W18x35 — — - " It 'i — PROVIDTHIS-ELEV -2 HD EA JAMB S2 SCALE: 1/2" = 1' -0" E IN SZ L " it II " m ) 7 80 A325 2" 2" W16 BM i I S2 _.._ . v 15/160 SHORT HOR Z SLOT HOE II-rrcrr= == rrc=r 12 PL 1 /4x6x1O 1/4 [p c0 , rfl I ! ' vp x " N N' .: I i i I I �, to m ' N ', N i I x x Ii x II x I N II II N ii co ii x N SHEAR TAB 3/8 x 3 1/2 0 0 `F I 2 5 8 "0 A325 BOLTS cn m `}'� x I. x � X N .0 1 1/ () / iI N N I ,cp cp ,I iI Ia i! II x II x N li iI 2" BM END DIST x u x I co II m i i� it ii � i! I! rfl !I in ii iI V 1 1 2" END DIST o o PL 1 /4x5x6 co ,I i, / I� - 'S n --- ' - - - -_ ' '! !! 'i !, !! iI N N EXTEND TAB TO BOT II ! II ii Ii it i, li 1 m r, „ N4 FLG AT COL „ TYP (2)5/B "0 A325 BOLTS EXTEND 18;8" OVER C L u n n / k k k k " 2 3/1s IS L5 58xSIM AT T54X4 FOR W16 CO,iJN - 2 LO ,I li II i, k ,� !I II +.i 5 W18x35 �! W16x26 W16x26 W16x26 I' Wl6 26 W16x26 " W18x35ii ii _ _y _ _ _ W15x26 W18x35 —� -� — ;1 — I T� — I I— '1T I— TT f , , ; `�83� I — T � I — — T _T_ F �I— I— —82�BZ - - — F� TYP W16 CONN DETAIL 82 82 82 _ B2 82 2 ■ _ FP 41 _ -- - -- -� 1 -1 - - -1 -- 1 - -- - -- - -- --- P2- 1--- 3- - -1 - -- 1821 - -- y H - -- -- -L - - -L B t- - -- - -- r - - -LB2 ~�1 1 T}j B2� - -- -- -- y' BEAM S( 0 S2 SCALE: 1/Z" = 1' -0„ TYP EXT 2x10 RAFTERS @ :24 B1 400 D THIS ELEV 7/16" SHEATH TYP ROOFS S2 B2 4x10 DDFF122 � BM/COL @ END WALL PROVIDE PHD -2 HD EA JAMB A B3 GLB 3 -1/8 x 9 $2 SCALE: 3/4" = 1' -0" � TS5x5x1 /4 S3 B4 GLB 5 -1/8 x 12 OR LA 5 -1/4 x 11 7/8 TS4x4x3/16 4" LIGHT WEIGHT (120 PCF) OR 5" NORMAL WT CONCRETE - 1 HR FIRE RATING 4' , 1.5" 20 GA B -DECK 6x6 x W1.4xw1.4 MFSH /-FIELD BEND #4 VERTS INTO SLAB TYPICAL- MIN 3 SPAN CONT UPPER FLOOR P �A N ANCHOR HD ABOVE INSTALL TO OBTAIN MIN 500 PLF TO STEEL BM DIAPHRAGM SHEAR. 7 PUDDLE WELDS NORTH (6) " 3/4 "0 A193 B7 i~ SHEET TO EA BEAM, BUTTON PUNCH SCALE: 1/8 = 1 -0 THD RODS, DRILL & EPDXY O O OR SEAM WELD @ 24" OC MIN 10" INTO COL i TYP EA END I PL 1/2x10x10 COW CS16 STRAP w/ 10d JOIST NAIL @ 6" 1 1/2" GROUT ROUND PIER LARGER THAN w /(4) 5/8 "0 A BOLTS 1 3/4" COPE AS RED in TO 2x6, 0.145 PAF OR #10 SELF DRILL IN AREA OF AB'S I SEE PIER PLAN FOR REINF I SEGMENTED KEYWAY 6" LONG, 6" SPACE SCREW TO BM @ 9" OC COL B PL, (4) #4 VERT 3/16 1 1/2" GROUT � PL 3/8 "x 3 SHEAR TAB 2x6 PLATE 3" 3" 6" � 8" WALL #4 @ 12 EW SLAB ON GRADE METAL DECK SLAB EACH FACE, STOP IS FACE AT SLAG MAX 12" HT, MAY OMIT IF FAG 1 1/40 BEAM o W12 & W14S3 BOLOTSTS 7/1 COW SHIM OSBF 6" 8' -D" 6" AT KEYWAY END CLEAR ° M W16 & W18 - 4 BOLTS ALL BOLTS 3/400 6--X- N ° - "- HOLES MAY BE SSHp�c�µ/xr�a.aR� • J4012" EF 44 @10" HORZ EF 4" (4) #7 EA END � SHEAR WALL TO CONT BEAM l5 f10G�uwljAt� FRAME EXT WALL 3 4 $2 SCALE: 1/2" = 1' -0" GIRDER BM SD TOP PLATE 0" TO +1/8 o W16 BMS LR" If3 E 10" O.C. 3 TIES @ 2" TOP 3" TYPICAL GAGE. THIS IS A GENERIC BEAM CONN ABOVE T /STEEL • • • DETAIL. AT TYPICAL W16 FLOOR BEAMS MAY USE THE DBL TOP PL 314 "I, 1 3/4' �N Am • . • MAY USE EPDXY ANCHORS ABOVE BOLTING AT FABRICATORS OPTION OR THE 3 BOLT W16 OR W18 CLR CLR ALL DOWELS TO BE HOOKED INTO FDN r TAB WITH 4" SPACING. EXTEND TAB TO BOTTOM FLANGE p EMBEDDED MIN 8" WHERE CONNECTION OVER COLUMN. PERMIT # A� d 4 _ 1 1 2 G ' E3,1 Q of WA s fJ, T �K SHEAR WALL TO CONT BEAM REFER TO ARCHITECTURAL FOOTING SEE PLAN �C TYP BEAM TO GIRDER CONN �H EXTERIOR WOOD WALL TO FLOOR DTL DRAWINGS FOR INFORMATION S2 SCALE: 3/4" = 1' -0" S2 SCALE: 112" = 1' -0" 52 SCALE: 1/2" = 1' -0' NOT SHOWN A COLUMN BASE DETAIL S2 SCALE: 3/4" = 1' -0" 44-0 OLT SHEAR TAB W16 IN CASE WHERE IT ISSUED FOR AB'S FOR UPPER WOOD (8) 3/4 "0 A193 B7 EXTENDS OVER SHOWN CONSTRUCTION `SIOJYAL WALL - EXTEND MIN 3" THD RODS, DRILL & EPDXY PROVIDE TYP CONN WHERE NOT EXT OVER EXPIRES 5 -17 -2006 FILL POCKET w /CONCRETE INTO MAIN CONC, MAY BE EXP BOLTS MIN 10" INTO COL (4) 5/80 ANCHOR BOLTS EDGE FORM OR LS HD'S TO BE ANCHORED WITH EPDXY ANCHORS EPDXY MIN 6" INTO WALL 836 FORM DECK EMBED MIN 8" INTD WALL GROUT _ _ _ _ 1 1/2" GROUT P.O. BOX 699 3/16 11/2 -,2 � {� 6" Pro Design TRACYTON WA 98393 EDGE BEAM —BEAM i FIELD BEND #4012" FROM SEE PIER PLAN FOR REINF ALL DOWELS TO BE HOOKED INTO FDN J.G. Bartram, PE (360) 377-1026 2 3/4" 7EA CKET WALL INTO METAL DECK SLAB #4@10" HORZ EF - 8" x 16" 4^ (4) 16 EA END AT CONTRACTOR'S OPTION SLAB EDGE GROUT #4 @12" E F t� 3 @ 10" D.C. DSHS OFFICE BUILD NG MAY BE FORMED WITHOUT PERMANENT FORM 8" CONCRETE WALL CONC WALL SEE B /S1 3/4" # (2) 5/8 x8" A BOLTS 3" GA CLR 3 TIES @ 2" TOP • • LITTLE & LITTLE CONSTRUCTION SECOND FLOOR EDGE BEAM TYP 3/4" 1 3/4" 52 SCALE: 3/4" = 1' -0" CONC WALL /BEAM DETAIL CLR CLR 3, -6„ DESIGN: J DRAWN: S2 SCALE: 1/2" = V -0" �i CONC WALL /FLOOR SLAB DETAIL JG13 1 TN $2 SCALE; 1/2" = V -0" SHEAR WALL TO CONT BEAM DATE: DWG. NO: S2 SCALE- 112" = V -0" R1 5/20/04 S-2 AV D E F 7/16" ROOF SHEATH 8d @ 6" OC TYP EA TRUSS 2x6 BLOCKING RIP TO SLOPE, CUT SNUG TO 7 _ _ _ _ _ TRUSSES, 8d @4" SHEATH TO BLOCK P1 -4 ALL HD'S ON A 1 & F F 62 — 1 62 SHAFTSEXTENDSSTO OP CHORD 7' -0" y I TYP EXT LINES MAY BE PHD -2 J 1 SHEATH 7/16 SHEATH NAIL 8d @4" INSTALLED THRU TRUSSES �p THIS ELEV �_ _— _— i— _ —_T_J MAY CUT VENT OPNGS MAX 12 "0 @ 2' __ ___T _ _ _ _ II _ L __ _ ___ _ _ i_ _ _ _ a MAY BE 16 "0 AT 4 FOOT SPACING `` - i. - - -T -- T--- T--- T--- T--- T - - -T -- -- T1 -T - - T- -T - - -T -- T-- - - -T -- T - } -T -- - T- -T -- T - - -T- T -- T- - -T - -- T - -T -- T T--- T - - -T -} T- T -- T - - -T- T- -T- - T--- T-- T - -T -yT -T - - -1 �_ -= kT= -- 1 yT--- 1 - - -T- T -T- -T -T- - T - - -T- T -Ty T - T - - - - T - T- T- - T--- T- yT-- -T - - -T -- T--- T - - -T -- - - - j 62 B 62 62 B2 6 B B By- _ 2 B B B 2 g 3" CONT. SCREENED VENT H1 CLIPS A TRUSS �'J - - - -- - - - - - -- -- - - - - -- - I - -- I- I- - - - - - - - - �I B _ I- _ CL S E i�-- � I ��� �-r -�� ��-' - �7�- I GYP SOFFIT I�- I I I I I I I I I I- I I I 1 I �- -I I I I -I 1 I 1 I I I I I I 1 I- ! 2x6 STUDS 0 16" O.C. 7/16 SHEATING I! 1 1 1 1 1 1 III I I Iq I I I I I III I I l a I I III I T r- ALL EXT WALLS PER P1 -4 MINIMUM I� I I I I S3 I I a l 1 1 III I I I;'� �C TYPICAL PERIMETER WALL TO ROOF 182 1 I 1 I I 1 1 4 r - - -- - -1 S3 SCALE. 1/4" = V -0" �m -- I I ``'I`•, I I I I I h I I 1 1 1 I I I I 1 I 1 I 1 I I I I 1 I I I 1 1 1 1 I 1 I I 1 I 1 1 I I -• I I I I, -I 1 I I I I I I I I I I I I I I I I I, I I I I - I I I I I I I I Im 1 1 1 -- 1 �,.� I I I�. I� I° 1 1 1 1 1 1 1 1 1 ,I-'`1 I �' I I M I I I I III I;' 1 1 a a I: I\. 1 1 I 1 1 I I ,f I (- - -' - ^- - ^1 T1 -11 NAILED 8d @6" r4L- I 1 a- I I I - 1 1 1 1 ''� 11' I I 1 1 1 1 1 1 1 1,1' I I G— -- ! --; 2x8 BLOCKING BEVEL (ALT LP SMARTPANEL SIDING 7/16 ---- - -- - - - - - - ------------------------------------------------ N -- -- mIL - TO FIT, 8d @4" TO ROOF 2x4 BLOCKING @ SHEATH JOINTS 1 1 I I I I I I I I I I I N I I I I J I ,_ I SH ATI] THItU ITR4SESI I I I I I I I II fi rt �I f AND WELL WALL I I 1 I I 1 I I II I I I I I I I I I I I I 1 I I I I I 1 1 I I I I I I I= 1 I 1 I I 1 1 I I I I 1 1 (JI I I 1 I I 1 I TO'WE'L RVOFI I I �C 1 1 1 1 1 1 1 I I j1 ;I 1 1 1 1 (— — m 4x CONT CANT, NAIL 161 @8" THRU III 1 I I I I I I I I I 1 I °< I Im m SHEATH TO BLOCKING EA SIDE I I I 11 I 1 1 I I o , I I a 1 11 rt 1 1 I— — VENT NEAR RI MAX 16 v 1 I (J 1 I 1 j1 ; 1 11 1 I _ —_ _ _� LONG EVERY 4' I m �I 1�_� J_ 1 _�._�_ l�__ �__�__ I I I 1__l._l J._J_.�_ JTJ_.J___l �� I I I; I I I I I I I a I I I I I I I I ;I I I I I ;I I Ii, —I PROVIDE 2K, 3T ° - - - - - -- @ B4 JAMBS 1 1 1 1 I! 1 1 1 1 1 1 1 1 1 1 1 1 1 III III I III I I I I I Ir I° I� ,I I I !IIII I !I - -- I -- PROVIDE 2K, 3T @ 84 JAMBS 1 1 1 1 I 1 1 I 1 1 Ijl II 1 1 IQ. 1 1� 1 1 IN M I QI 1 1 I 1 ;I I 1 it 1 I� p l l l o f l I I I Ip� 1 1 1 1 la+ I I P1 4 1 1 I, +• I y1 I P1,4 1, +k 1 1 1 1i I TRUSSES @ 24" O.C. ;I 1 11 1 l 1 1 I 1 1 1 1 1 ,� I 1 1 1 1 1 1 1 �I S� ,1 I S5 I , B6 B6 Bfi B6 B6 B6 _ _ 6 - - -- A -- -- - B6 B6 8fi 8fi _ _ _ - 1�L ISH THI THRU I•RUSSESI 1 1 I 1 1 1 1 1 1 1 1 1 11 I 1 , _—I s3 L/ i _= =11; I I I I ly I I I I l l l l l l l l 1 ITO�WELI_ R(OFI I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 I ;I I I� _ —_ ! _� 2x4 BLOCKING BETW TRUSS H, CLIP TYPICAL I-- �- --�- --- I--- I-4 - -�- -- J -- -l- I I I I b I I I 1 I I I I I I I I I I 1 I 1 1 I I ABOVE SHEAR WALL ONLY �I P1 -3 ° -__�o III m l 11;1 3 it 1 !� m P1 -3 D TYPICAL ROOF WELL SECTION TYP EXT �- - -- � 1 1 1 1 1 IIIII III I III I I I I III III I III 1 1 1 II III III III 111 11 1 1 1 I� _ —_ _� TYP EXT S3 SCALE: 1/4" = 1' -0„ I (ii THIS ELEV I ' "-- JI I 11 I, I I I I I I I I I 1 I � ' ,I I 1 111 it I I I ,I I 1 1 I I I I 1 I I I I I I 1 I I I 1 I 1 1 I I I I I ,I I I I ,1 I I I I I I I I I 1 1 I I I I 1 1 I I I 111 I 1 I I I Ij ,r �! I THIS I WINDOW BLOCK WALL AT ry{;- -- - - -� --- I- --� - - {- -- �--- I-- - {- --� -� - - {- -- +-T -I - - {- I I I I ( I '�.�--�- - -�- - -- I- --- I-- -�- -I- -I 1 ' I-- F. -� - -- F f F FI-��'j w - -- ;I --' EITHER BLOCK WALL AT WINDOW SILL & NAIL PORTION ; -_ J 1 I I I 1 1 1 1 1 1 1 - I 1 1 4 - 1 1 I-4 I -- 1 I ' (� WINDOW SILL & NAIL PORTION FROM 1ST TO 2ND 8d93" �' I " III IIIII III 1 1 1 II 1 1 1 1 1 1 1 I I I I I I III III III I I I I I I I III I III IIIIII I! I T m FROM 1ST TO 2ND fid ®3 PANEL PERIMETER OR PROVDEP? PANEL PERIMETER OR PROVIDE 2x4 CONT ST AT EACH JAMB POST i i 11 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 T IIII- - - -I -- - - - -11- - - -- - -I -- �- - �- - 1--- 11 - - - -- - - -- �- - �- - -1 -- -I - ml - - - -I -I - - �- �- - - - - -- - - - - -- - I- - I- --- - -1 - -- - --- 1-- - -1 -11 -- I---- 1-- -1 - - -I I - - - - - -I -- -- - - - -I- -1 - -I -1- -- - - - - -- �- - 1 - - - -I- - --- 1--- - -1 - -- I_ I I I I _ - ST AT EACH JAMB POST (� I - �- _ - - -r - �,--I- -• - T- l' —I—T- -, --,- -, I—, -� -. --r-T 'T -, TT T -, l' - ,---i- -r --1—r -, --. -T--,- T -, Tr T 'T 1 {✓,- -, i-,-1- I e 04 -- f -�--1- T�r -- °o " —i 10d@4" SHEAR WALL TO 1 - - --I it -- -- - - -- - ;= '1�1 -- -- -- - - - -J- -- --- I'-- I- mil- - -- - - J - - -I -� I I I� I 1 I I I - -- ---- 1 - - -a- -- - - -- --- a- ->a- -- ---- I- - -a --� I -- f--- f--- W---- l'-- f - - -Lj I I--- f -I -1�, 1 I- - -- �_ I I 1 I I I I I I I I I I I .l 1 I II L_ -_ —_ may HORZ & HORZ TO NAILER I I I I I `J I _ I 314 OSS OR 5/8 PLY I I I 1 I IS3 I I I I I I I I I I I I`, I I I - -� LENGTH OF SHEAR WALL, lml 1 1 1 1 1 I I I I I I I I l l l l l l l l I I III I �•, IL �_ —_JI _� BLOCK JOINTS &MaeIPor. lol I�I I Ipl 1 1 I I I I I "I I I III 1 1 1 r`.I I— ! I - -- SHEAR WALL I n I 1 I I I I I I ! V I I I I I I I I 1 I I 1 I I I 1 1 I 1 n I I 1 I I I I I 1 I I I 1 1 I I I I I I I 1 I 1 I 1 1 I I I I I I 1 `.{ _ —_ I I I I I I— _—, SHEATHING IN ROOF FRAMING ONLY REQUIRED FOR LENGTH OF SHEAR WALL to USE THIS DETAIL WHEN SHEAR WALL DOES NOT ALIGN WITH TRUSSES ABOVE. IF ALIGN ATTACH TRUSS TO DBL — I III 1 1 1 I I I I I al h I I I 1 1 1 N - TOP PLATE WITH A35 CLIP 018" OC IF P1 -4 AND 12" OC IF P1 -3 -�I I I I I I I III I I I I I I I I 111 I I I I I I I I I I I I 111 I I I I �I I I I I I I I I I I I I I I I I I I I I I I 1 111 I I I I I I I III I I I I I I Imo; - 1 --' E TYPICAL INTERIOR SHEAR WALL TO ROOF TRUSS 1 B21 1 621 1 1 1 I 1 621 1 1 IB21 1 1 1B2 1 1 1 162 B 1 1 21 1 1 1621 T63, S3 SCALE: 3/4" = 1' -0„ 1- - 1 - - -i- 1 -- 1 - - -1 -- 1 --- 1--- 1 - - -1 -- 1J 1 --- 1 - - -1 -- 1 - - -1 -- 1 --- 1 - - -1- 1 - - - -- 1--- 1-- -1 - - -1 - 1- - 1 - - -1- - 1--- 1----- 1--- 1-- -1 - - -1 1- -�- - 1--- 1--- 1--- 1--- 1 - - -1- -1 - - -1 - 1--- 1 - - -1 -- 1- 1 - - -1- 1- 1- -1 -- 1- 1- 1-- -1 - - -1 - 1- 1 - - -1 -- -- - 1 -1- -1 -1 - -- - - -1- 1 - - i -- i-- -i - - -i i- ii - - -i- -i - i - i-- -i - - -i - -i - - -i 1 - - P1 -4 TYP 2K, 1T EA SIDE JAMB STRAP TIE TRUSS TO TYP EXT 2K, 2T CENTER JAMB OVERFRAMING RAFTER SCHEDULE AM H � ,y� A C THIS ELEV B1 4x10 DF 2 TRUSS STS236 OR EQUAL / COL IS / WALL STUDS S3 S3 EITHER BLOCK WALL AT R1 2x8 HF #2 @ 24" OC - MAX HORZ SPAN 10' -0" w 3430 CAP @ 133% WINDOW SILL It PORTION # B2 4x10 OF 2 R2 2x6 HF 2 @ 24" OC - MAX HORZ SPAN 8' -0" 63 GLB 3 -1/8 X 9 �o HD PER SHEAR WALL DETAIL FROM 1ST TO 2ND 8d03" OVERFRAIING SHALL HAVE A SILL ONTO THE EXIST ROOF BOARD SHEATHING, BOARD SHEATH B4 GLB 5 -1/8 x 12 OR LVL 5 -1/4 x 11 7/8 o NORTH / PANEL PERIMETER OR PROVIDE SHALL REMAIN IN PLACE, USE RAFTERS PER SCHEDULE ABOVE. POST BETWEEN NEW k OLD 65 GLB 5 -1/8 x 9 j PHD -5 w/5/84 AB 41 ST AT EACH JAMB POST RAFTERS WITH 2x6 WITH GUSSETS, PROVIDE 2x8 FLAT RUNNER BELOW POSTS & ALIGN POSTS B6 GL8 5 -1/8 x 16 1/2 EMBED IN WALL OR BOLT ROOF PLAN � CS1$ STRAPS TO STUD IN WALL BELOW OVER EXISTING RAFTERS. APPLY ONLY ONE POST PER EXISTING RAFTER, THRU STEEL BEAM BELOW SCALE: 1 8 = 1' -0" 7 All TS4x4x3 /16 MFG WOOD TRUSS 0 24" OC 7/16 ROOF SHEATHING C /S3 12 0 4 SEE ARCH TRUSS @ 24" OC ATTACH TO TOP PL w/ 4 TOE NAILS & SIMPSON H1, ATTACH TO LEDGER w/ HGR BY TRUSS MFG D /S3 12 �1 m 2x8 LEDGER ON OUTSIDE OF SHEATH (4) 16d EA STUD 1 HR RATED METAL PAN 112 "Qs LAG 0 32" OC CONCRETE SLAB - SEE PLAN STEEL GIRDER 1 HR FIRE PROTECTION__. - FTG PER PLAN -\ I I FTG PER PLAN AHALF SECTION @ WELL SCALE 3/16 " =1' -C" INTERMITTENT BEAMS W16 NO FIRE PROTECTION W18 GIRDER - 1 HR PROTECTION PER UL LISTED METHOD 4" OR 5" SO STEEL COL 1 HR FIRE PROTECTION PER UL LISTED SYSTEM " 0 0 I _I o � ALT; DESIGN TRUSS TO HAVE BC CUT OUT OVER ELEVATOR SHAFT WITH SHAFT WALLS AS BEARING 2x6 0 24" FRAMING OVER ELEV SHAFT 6x10 RAIL GUIDE POST FROM FDN TO TOP OF SHAFT CB66 EA POST TO FDN 2x6016 BEARING WALL SHEATH PER P1 -4 DETAILS —\ 2x6 @16 BEARING WALL SHEATH PER P1 -4 DETAILS W808 LIFT BEAM OVER SHAFT IF RED BY ELEV MAX 5,000 LB LIFT CAP, 2" CLR FROM CEILING,M 2 STUDS UNDER EACH END SISTER TO TRUSS 6 16d NAILS EA SHEATH SHAFT SIDE ABOVE BC TYP 4 SIDES STEP BACK TO MAINTAIN FLUSH SHAFT - 6x10 DF #2 AT ENTRANCE INFILL FRONT FACE 2x4 OR 2x6 TO SUIT ELEVATOR I II INFILL FRONT FACE �2x4 OR 2x6 TO SUIT ELEVATOR SILL SUPPORT BY ELEV CONTRACTOR i 8" NOM WALL J4 0 12" HORZ SEE 51 - 1 WALL OF PIT D PROVIDE CORNER BARS ° REINF PER SHEAR WALL SCHE #4 @12" VERT INTEGRAL w /MAT BAR' d INTEGRATE SUMP IN SMEAR WALL FTG CONIC FILL VOID BASE SLAB 12" LARGER THAN PIT OPNG e0 1 16" MIN LAP NR COF PIT - -- owe V L�6' i �) L ----- J �ELEVATOR SHAFT SECTION SCALE 1/4" =1' -0" 3/4 X 2 -1/2 GUTTER — STAMPED IN SLEEVE FOR DRAIN t I T� 13/16 "0 HOLE THRU POST 2 LOC 3' -4 5-4 2' -D" WALKWAY SECT S3 SCALE: 1/2" = V -0" RAIL PER U.B.C. TS 1,5X1.5X3/16 _@ 8 FT MAX SPACING 7 #4 TOP 1.5" CLR — #4 @ 12 HORZ T & B 7 #4 BOTTOM 1" CLR DRILL & EPDXY INTO WALL 4" SLAB 7 1/4" BY BLDG MAY REDUCE TO 6 1/2" BY EDGE 1 -1/2" CLR 1' -0" 0 2 COATS CLEAR SEE SCHEDULE { CONCRETE SEALER FOR SLAB 1 1/2" CLR � 4" CLR 1" CLR 15" N3 WIRE WRAPS @ "FROM OTT FROM 0 M 30" LAP (6) #5 VE NJ 15" 10 GA SMOG H WIRE SPIF 4" PITCH OR �/3 TIES ® 1 WALKWAY COL S3 SCALE: 1/2" = 1' -0" SEE PLAN FOR FOOTING �sl� s - uPpev- e-0 faX4Fj -FooTlnJ c- LB 5 -1/8 x 16 1/2 6 BM TO GLB INSIDE FACE 5D TOP PL TO GLB LVL SUPPORT BM II w /PR ACE EACH END CENTER BEAM@ EXT WALL S3 SCALE: 1/4" = 1' -0" 2x BLOCK 50% OF LENGTH EA SIDE, NAIL TO VERT SHEATH Bd@ 6" TRUSS WITH MID HT BEARING, PR A35 CLIPS EACH TRUSS GAP 1/2" - 7 SHEATH FROM SUPPORT TO ROOF NAIL 8d @6" TO ONE SIDE TOE NAIL 12d @6" FAR SIDE VENT HOLES MAY BE CUT IN GL8 5 -1/8 x 15 112 SHEATH, 16 "0 0 48" OC b /FLUSH WITH TRUSSES G TRIJS�S( TO STEEL GIRDER REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN 2f ISSUED FOR s �' CONSTRUCTION st07 1-volorc c 51ti° 11� MAY 2 4 2004 CITY OF PORT TOWNSENO • LOCATION MAP -- _ sse:�+ FF`..`,TLPED N�R HI T WFID" STATE 4F AS N NJ N Wendy Ryan, Architect Goy -lb ahl5 M M � / X63 -01�) a`` O @ 7:l 00 O klL/D6vo"_ � br /l1l�/ 4 - L"/05 j 915 5hERIDAN 5TREET w 0 y" wo PORT TOWN5END, WA5 INGTON 98368 P_-� a, o � M � � O M -. r 'I Approval: The ..: -:uur of the phased permit all proceed at the holders own risk and without assurance that a permit for the entire structure wilt be i°; CIA granted. • CODE COMPLIANCE ODE51GN CRITERIA PROJECT CONTACTS • DRA���/ING INDEX 1997 UNIFORM BUILDING CODE OCCUPANCY: B (OFFICE) ARCHITECT: WENDY RYAN C- I EXISTING SITE PLAN * NOTES 997 MECHANICAL CODE SEISMIC ZONE: 3 (360) 796 -3499, (360) 79G-4931 FAX C -2 PAVEMENT PLAN � DETAILS 1997 UNIFORM FIRE CODE OCCUPANT LOAD: 232 wryanarchitect @earthlink.net C -3 UTILITIES PLAN * DETAILS � 0 � Z�ba I� UNIFORM PLUMBING CODE PARCEL NUMBERS: 9483 19401 , 948319402, 41 1 Pleasant Harbor Road, Drinnon, WA 98320 C -4 PROFILES � DETAILS Must Comply \/VithWA State Regs For b ZObI WASHINGTON STATE ENERGY CODE 948319403 C -5 Barrier -Free Facilities Or Design PROFILES Per St. -Wide Amendment To UBC - "Ch 11 Accessibility" WASHINGTON STATE VENTILATION AND INDOOR CONSTRUCTION TYPE. V- ONE -HOUR CIVIL ENGINEER: WASHINGTON ENGINEERS Zo AIR QUALITY CONTROL FIRE SPKINKLERS: NONE MICHAEL BIGGS A -0 COVER WITH PROJECT INFORMATION WAC 51.40 WASHINGTON STATE BARRIER FREE LAND USE ZONE: COMMERCIAL (360) 405 -1420, (360) 620 -5408 CEL A- I SITE PLAN � SPECIFICATIONS FACILITIES � DESIGN (CHAPTER 1 15 1997 UEBC) PARKING REQUIRED: 66 TOTAL mlkebiggs @wa- eng.net A -2 LOWER FLOOK PLAN 1993 WATER CONSERVATION STANDARDS HANDICAPPED PARKING REQUIRED: 4 OF REQUIRED 400 Wheaton Way, Suite 202, Bremerton WA 98310 A -3 UPPER FLOOR PLAN '� 3 PARKING PROVIDED: 70 A -4 ROOF PLAN 4� F, 0 13UILDING IN E STANDARD: 30 STRUCTURAL ENGINEER: PRO DESIGNS A -5 BUILDING ELEVATIONS Contact the Building Department HANDICAPPED: 4 JAY DARTRAM A -6 BUILDING SECTIONS at3iA•ioM@totheamldkingalans � 9f rgVjcigft�i t� [lid ���tPYfrd �il�nS � a NO. STORIES: 2 COMPACT: 36 (360) 377 -1026 A -7 WALL SECTIONS NOTICE: Plans are approved LOWER FLOOR AREA: 1 4,080 rodes� n @hurrlcane.net p 9 anyenorsoromissions Ama'orkmith ;;,SeP�� ble` °� °das anfdrregulab ns� 3 920 S.F. UPPER FLOOR AREA: � DE51GN • LOADS � Tracy ton, P.O. BOX 699 Trac ton WA 98393 Notes: TOTAL AREA: 28,000 S.F. A -10 UPPER RESTROOM PLANS BUILDING HEIGHT: 30 FEET FLOORS: 85 psf L.L., 20 psf partition load, 2000 lb CONTRACTOR: LITTLE * LITTLE CONSTRUCTION A- I I UPPER RESTROOM � MISC ELEVATIONS point load, 20 psf D.L, U480 deflection BOB LITTLE A -12 FINISH * PLUMBING SCHEDULES Scale: • LEGAL DE5CRIFTION ROOF: 30 psf L. L,, 20 psf D.L., U360 deflection (360) 385 -5606, (360) 385 -9733 FAX A -13 DOOR SCHEDULE (w/ ceiling) bob @Iittle- little.com 2009 4th St., Port Townsend, WA 98368 PERMIT #j L D 0 4 -1 2 A-0 EISENDEIS ADDITION, BLOCK 194, LOTS I 2, 3, 4, WIND: < 80 mph , 5, 6, 7, � 8; PORT TOWNSEND; JEFFERSON E -2 UPPER FLOOR ELECTRICAL COVER COUNTY, WASHINGTON E -4 UPPER FLOOR LIGHTING * REFLECTED CEILING Oct 39 2003 • SPECIFICATIONS p I� G ���U� X7.0 60 C r 2 ?0� � EW SID ALK ( 1 0th EET I "C =205 5 TC= 99 5 -C =' 97 5 TC= s K-2030 Bc -Iee0 EC =1970 — — — _ s. P g " 9 3 o o o c— `s; o Q '192° EXISTING TOPO TO REMAIN (TYP) NEW TOPO (TYP) 1 9 3 925 uFPE ROOF 4Y,-HANG ' & � � aG_ 920 NEW CU :\'13 GYrTER (TUP) W L►J �/ 6V_ 920 F— o z m U_j I' LOWER ROOF O ER -HANG (r) o- 930 c -1925 SILT FENCE C= 930 o �C 1930 50 192 5 PERMIT �ZD 0 4 ; rG;SE SPED A =Hii T R v" YNEbiD� f . STATE OF WAS I CTO f Wendy Ryan, Architect CONCRETE: 5-1/2 sack mix, With 3000 51 min. 5tren th 28 da ss P51 g @ Y REINFORCING BARS: #4 � #5, deformed steel per ASTM AG 15, grade 40 with min. 2" lap 6 gauge tie wire: 3" cover when exposed to earth or weather REINFORCING MESH: GxG- I C/ I C welded steel wire fabric, per ASTM A 185, with G" min. lap � I G gauge tie wire UNDER -SLAB VAPOR BARRIER: G mil black polyethelyne ANCHOR BOLTS: 5/8 "x 10" galy, steel, per ASTM A3G, grade C, with 7" min, embedment, ra6e A nut, � 2 "x2 "x3/ I G" washer g HOLDOWN5: Sim son PHD5 -5D53 with (14) 51m Son SD5 1/4x3 p p �_ ii J Screw �` RFB #5x G, 5/8 "x 10 threaded rod with Slier nit set In re- drilled 3/4"x 10 hole with Sim son SET epoxy at new wood columns above existing foundation walls; 51mpson HD I OA- 55T524 with (4) Sim son 7/8" stud bolts and washer p nut for anchor bolts, and Simpson HD20A- SSTB24 for free standin columns g TREATED WOOD: CCA preservative, grade LP -2, per AWPA P5; field treat cut ends WALL FRAMING: Douglas fir or hem -fir, grade Fb per structural; 2xG studs @ G° O.C. for exterior walls Interior center bearing wall; 2x4 studs @ I G' O.C. for Interior walls partitions; single 5111 plate double top plate: double studs @ each side of openings; and minimum triple studs at corners. Use 4x8 headers for 4' to G' openings and 4x I 0 for over G'. Provide blocking a5 repuired. EXTERIOR WALL SHEATHING: 1/2" nominal CDX plywood BRACED PANELS: Gd nails @ G" O.C. at edges of sheathing 121' O.C. @ Intermediate framing ROOF SHEATHING: 3/4" nominal CDX plywood, nailed with 8d Corr na115 @ G" O.C. at edges and Intermediate framing in field of roof 5HELE5: Adjustable 12" x 3/4" melamine- surfaced high - density particle board with vinyl T- molding edges, metal Standards � brackets CABINETS: Plastic laminate covered plywood or hlgh- den5lty particle board counter -top � exposed faces, with melamine- surfaced Interiors; adjustable shelves, bronze wire pulls, magnetic catches, Grant #329 drawer ghde5, self - closing hinges, one cabinet lock, � one drawer lock HOUSE WRAP: DuPont Tyvek 5tuccoWrap, lapped over window flashing SIDING: Hardl -plank exposed G" to weather EXTERIOR WALL INSULATION: R 9 fiberglas Batts with kraft paper vapor barrier INTERIOR SOUND 5ATT5: R- I I fiberglass batty In walls between tenants� and around Stabs, restroom5, elevators, LAN rooms, meeting rooms, conference rooms, and machine rooms ROOF INSULATION: R -30 fiberglass batt Insulation with kraft paper vapor barrier ROOFING (for sloped areas): Asphalt compo51t1on on I 42 felt ROOFING (for flat areas): 555 modified bltUmin as ri with base sheet, Inter , and ranulated surface membrane b p y g `�' p u WALL BOARD: Type X gypsum wal board, 5 8 for al 5 and celhng5 with li ht oran e eel texture; water- re515ta � type X for re5troo janit g g p � Yp J and Shower rooms; with galy metal corn r beads and ed 7tr BACKER (for shower walls ): 5/8 Wonderboar em t� ious backer - board; Secure with corrosion - resistant fasteners ACOUSTICAL CEILING: Suspended 2x4 rust - resistant grid. continuous across tenant partitions, with 5e15MIC bracing; and 3/4 "x24 "x48" fire -rated caou5tical aneis p RESILIENT TILES: 12 "x 12 "x 1/8" vinyl composition CARPET: 18 "x 18" carpet tiles ENTRY MAT: Endurance mat TOILET PARTITIION5: Ceihng -hung, painted steel, with 5talnle55 steel fittings OQ M � `O M M U /oo I� �.� Q' C% M O M U �n .. O �--) ., M C O� O O T5 -2057 5'S_oPE o o — AS P o m B0�2C5.2 N 896 00. 12' _ OG 0 W 100 2' _ 0 20 5 i ���� 4 o l / Ll_ I �= =coo tLl c -2055 B-Z C� ~ wHEE_ 5TOF PAVEMEI�'T E HA,_T -PAVED RKING AREA I I I I - I oz I @ E I I 2026 C C C C C C C C 2�2 200 • DuN,PSTER 1 E. REC JNG 02 C EEL C C C (COVERED 2c 9 �Q�00000000000 Q o0 9 o 1'0 I s0F (nP) V I cu rw 20�o 51' RAC C') — — — - -�n3 — — — — — — - — — — — — _ — — — i �— -- - `� ilr� p' ell dFFICE BUILDING — — T— — 60'x 174 I FF UPPER = 203.5 FF LOWER = 1 93.0 �, 5 �-- i� �� 1 o C �Q VT C 0 m 4: 0 ��� Q I�Q C zo 9• I C o — N I 030 I •2026 C ���� H C • � O r; C/D •� •� � O V� O o C C I 7 0 C 1 C C C zo •20 (18; • oo 2, _ _ OG 5 E C I(2c1 f. �, C 9. SPLICE AT 5 TN FILTER FABRIC AT PCSTS, USING 2'x2" BY 4 GA WIRE O.R 5TAP E5, WIRE RING5. OR EQUIVALENT, IF STANDARD 2x4 WOOD POST, S -EEL FENCE OSTS. REBAR FQUIVALENT O ATTACH 5TREN„ TH FABRIC'J5ED `E CE 705-5, ABRiCTO P05T, C C2 G C • — — • 00. 80 5C =202 BC_2g7 S 89d _ _ _ z � *,97 �- 2G SLDPE 1955 ;r -', 85 155 =ZVZO c =.o2o C 990 3c =1 So c o c z 9� 1 ° C63 ='995 5 0 5 2 �0 — \ / 21 Q 2 G 44.0 G 9th SKEET/ ) ° oNSRUCrioN NcE. C �� G °o° °- Ru5HEDROCK EDGE OF EXISTING PAVING ��III "� „ „Iq SITEFLAN III ��II .. SCALE: 1 "= 20�_011 NORTH =11 �I' l =1 X11 �l l I —1 l I —1 l I- 111 —' 1 i —I I X111 -1 i i- 1_I -11 �1 1_I i 'l�'n =_ice En —ill- 111 —li —i 1Ti- 1Ti —Il1 =11 =11 —I �I �I I— III — III= 1 =1 =1 =I = 1= ==1 — =1 G'-O" MAX �� P05T SPACING MAYBE INCREASED TO 8'0° WIRE BACKING 's L5ED PosT FABRIC M °v4 °x4 °TRENCH N BACKFILLTRENCH WITH KATIVE SOIL, OR 3/4' — I' TO 1- I l2” 1NASHED GRAVEL ll j°1i1 III =11 F_I I I -� 1= 1.11ii1 11� N � _ _ _ ISK- IN5TA_L F'-TER FABRIC FENCES ALONG CONTOUR WHINEVER'0551BLE NOteiS. u— — 201.011 Scale: A. A SITE PLAN Oct 35 2003 • 51 LT FENCE DETAIL A B REG{StrPED C D E 1= AR H {T "T "WEND" f . STATE 0 WAS 1 GT IN Wendy Ryan, Architect 174' -0' 40'_0" 32'_0' 301_0" 32'_0' 40'_0" O 0 M U ox a 8" REINFORCED CONCRETE WALL FYYP) !-� Q+ 00 I I " a 11C A-1 20-0 201-011 12'- 0' " ' 1 '_IYz � I0n 0 9-� 2 -5 / 4 2 G" REINFORCED CONCRE-E `✓ p N =.. RETAINING WALL 8' R NFORCED CONCRE E L,> o STEEL COLUMN IN/ I -HR FIRE -RETAR AN- ShEAR WAL_ (T1'PJ 110LLOW METAL DOOR ME a 4 5/8" GYP BOARD WRAP FYP) I `� FLOOR DRAIN n — Y Y - o N O — — — — — — — — — — — — — — — — — — — — — — — -- A- I °° 20'_0" " 0' -�' 0' -0 " 2' -0' 0-00 � 3'_Z1' 8 U 11115f•11D FUTURE OFFICE � -------- dOMENT- RE5157ANT5TEEL FRAME IN STORAGE SPACE ' d- i FXTER OR o ALUM STOREFRONT DOOR i ' 0� WALL FRAMING ( ) WI TEM -EKED GIAZ NG 14,080 50. FT, �b�0 e'6' 1 �7 D '� (s�� S j�u e✓ r s) V 00 Al 50�� n w O ° j 20'_0" 201_0" 20'_0" 24' -7" 7.5 200„ , 20' -0' 2 O 7 .fir" - - -- ALUIM STOREFRONT DOOR / \ N I W/ TEMPERED GLAZIIJ6 � (V ALUM STOREFRONT DOOR5 W TEM°EPED GLAONG T�/•',� 4'x4' VINYL WINDOW 8 1 -";R WALL CDN TRUCTION W/ 2x6 WOOD W/ IN5ULATED GLA55 OYP) 57UD5 @ I G "' tC E R -19 IN5UTATION 5/8" GYP 5OARD 9W) 2 Con o � �— I ° o O y i. 4' -0" 4' -4z 4R O" T -6" 4' o" R Oz" 3' -7Y R.Oz" 3'- IYa'" 4' -0" 4R oi' R',0 " 7' -0' 4P O" 3' -5 z' R Oz 5 -4 4R 0? 4R 0 R.0 3'- I IYn' R.0 4' -m" 4' -4z' 3' -6 " 4' -�" 5 - IYn" 4' -Oi" 4' -0' 4 Tz" 4' CYz' 4'_4 " 4' -4z" T -0" 4' CtX` 4'_421 4' -0" R.O. RO RO R.0 RO 40'_0" 32'_0" 301.0" 32'_4" 401_011 Notes: Ae 174 -0" /511= 1 1 -011 LOWER f LOOK FLAN Scale: SCALE: I /8 11= I' -011 �- A-2 NORTH PERMIT # =��D04 �` �- LOWER PLAN Oct 3, 2003 UPPER FLOOR PLAN SCALE: I/8 "= I'_0" NORTH )N W 2x6 WOOD 5 IN5ULATION GUARDRAIL A 5TOREFRONT DOOR fWfRED GLAZING I 7 PERMIT # UB 0 4 -112 seep TEGISTLPED A HI .DT R t WEND P A 1 STATE OF WA IN, ON Wendy Ryan, Architect 4 00 O U ° cM C) aA r� M �1 O r 1 V M � Eli W�.� O C) P--� : E-� 1� 00 � M W M � N l V1 00 U 000 C) aA Eli C) P--� E-� m, Notes: /QII_ 1 1_011 Scale: A -3 FLOOR PLAN Oct 3, 2003 565 MODIFIED 61TUMIN ROLL ROOFING (TYP) ROOF PLAN SCALE: I/8 "= I' -011 NORTH PERMIT # AD 0 4 -1= 2 1169tc F EGISTePED R k..T W WENDV STATE OF A Wendy Ryan, Architect Notes: 1/8 11 _ 1 1_011 Scale: A -4 ROOF PLAN Oct 3, 2003 00 O00 U M UOC C` O 0 � 00 00 V1 � tt �1 O O � U � Ei O W� O � v a O W � O M� N l Notes: 1/8 11 _ 1 1_011 Scale: A -4 ROOF PLAN Oct 3, 2003 00 U 000 T O 0 � � tt �1 C/)j Ei V O � v a Notes: 1/8 11 _ 1 1_011 Scale: A -4 ROOF PLAN Oct 3, 2003 .......................... .. A I If I Ilsk - I I I I ---- --------- [kill 1111111111111111[m 11111110111111 lmIII l milM oll"Mmwmnlmmm Eno IME ONE Eno No ME �immimmimml� F m �MMWWMMMMMMMMMMMM 0 in 0 0 1 0 0 NMI �EEEEEE� = 11111 M No 00 ON No ■ON No No No Eno No 00 00 09 ON 'Rill I iii MIN, ••• • .in ' 11111. 111n111nn111n1n1lnnnnnlnnnln1nn11nlwl I I HIN I I i H IIII!, fill 0�10 f LOOK 20, BOONS ME • -1-1 -------------- 1-1-1 ----- 1-1-1 ---------- --------- -- --- - --- - --- - --- --- --- - --- - -- --- - -- - I, ,m, I lk I III ilkumlmilloisill1nil mile I I III IN I ki 111111 1 fill 1 1111111 fill llinlifilli liminIII lilligimillil 10111111P.; Ij_ MIS rgoml�lR�oo Emil 11 1 1 11111 11 91111 1 111 H 11 linimilligiiiniii9minomill In I I I 1 11119111 1 W 11 11 1 111 1111 1 Ism milli lumil if liellill ...... 1.., [111 ............................... ------ ------- ------------------- ON "diffiffl, 1 11 w I [ 11 11 11 llligmiligmili 31' 11 U. Inill Ul 11 mill 111 11 111 11. ME min ME ME] I REM M M ON Ism EM M El MEN No No MEN MM�MMMM— MEN ISM IN IIIIIIIIIIIII g Laggs ------------- OWN IN N MU 9M No MEN 0 C = HIM ON MMIIIIMMIMMI�� No No ME MEN 00 MET WMEN EIMPj= 0 ME ON 1111N No No No No No WAR IN -- - - IInIInIlIII mn jI1Vm1l miliffis Ill Ill 11 ltilloillillillin I [1 11 Vill I llisis 11 11 lsiolliffilill 11111[sill Ill [Wills ligini liiiisil III ligillimilloillipligii lmilim 11 mill 1111 1 I] Ill 11 If ................................. 11 iii ins m nn R111111 limmilkinlitimilimiumll I all nn n1 in 111,[ 11 [all 8 Mill fillill NIlI fill I will IF malmooll If noolooi�E No ME Eno =HIMMIMMICE MEN No No ME M Ir OM 00 No Molm MIN No 00 ME so ME No No MEIN IN Notes: -�_ ••• • plllllllllll ■�� _ =p_�_ Illlllllllll� ••• • Scale: a- -0 son A-5 [LEV • ION5 Oct3,2003 CONTINUOUS SHEET METAL CAP FLASHING (TYP) FASCIA BOARD I 2 3 4 5 CONTINUOUS FLASHING (TYP) ' ASPHALT COMP CONTINUOUS SHEET METAL 5HINGLE5 CAP FLASHING FYI`) j 555 MODIFIED BITUMIN TORCH -DOWN ROLL ROOLIN W/ GRANULATED TOP PLY 0YP) ENGINEERED WOOD U55E5 @ 24" O.C. 112" CDX PLYWOOD / 1 ASPHALT COMP 5HINGLE5 (TYF) 12 TREATED WOOD CANT TORCH -DOWN 5155 M DIFIED BITUMIN W/ GRANULAT D TOP PLY (TYP) ENGINEERED WOOD TRUSSES @ 24" O.C. (D 'N OOF PARAPET 3,'411= 1 1 -011 FLOOR ELEV: 2C FLOOR ELEV: 19 I -HOUR ROOF A55EM13LY W/ 518" GYP BOARD ON UNDER51DE OF TRU55E5 (lYF) FLOOR ELEV. 203 5' 3xG CONTINUOUS LEDGER FLOOR ELEV. 193 0' 0 COMMON MEETING �501_ID WOOD BLOCKING STEEL TUBE COLUMNS OFFICE I -HR FIRE PREVENTION ON COLUMNS, BEAMS, E GIRDERS REINFORCED CONCRETE FOOTINGS (TYP) • SECTION X -X HALL CHASE FOR AIR DUCTS WF STEEL BEAMS 4 GIRDERS (YP) SCALE: 1/(5"= 1 1-011 SHAFT POP FUTURE ELEVATOR. GABLE TRUSSES @ 24" 0 C 0 o q 2x4 ACOUSTICAL CEILING MT) °_ m u 0 •SECTION Y -Y SCALE: 1 /8" = I'-011 GIRDERS Fr) PERM IT # LLD 0 4- a 1 2 3Gww TEGISTILPED AR HII . T STATE 0 kY NG N � Wendy Ryan, Architect 4 O � M [-1 U M 0 M o M U ° o QQ C/) M_ Fw� o ° Con a� U 00 C cot o H con a Notes: Scale: 1/6" A -6 SECTIONS Dct 39 2003 F 12 12 A 5/8" CDX PLYWOOD SHEATHING (TYP) ENGINEERED ROOF TRUSSES I 12 Sgw FEGIST1.1 "11D ENGINEERED WOOD TRUSSES �� 4 �4 @ 24" O.C. (TYP) 4 12 A .N! T @ 24 O.C. (TYP) �4 ASPHALT COMPOSITION SHINGLES (NP) EkQY • . STATE w0' , ff�c ON TA CONTINUOUS GUTTER (TYP) ., A Wendy Ryan, Architect 2x 12 FASCIA BOARD (TYP) O 0 M M M 2x 10 FASCIA BOARD (TYP) �/ r�D �pw f �p ` � � � 3" 2' -9" 00 I -HOUR ROOF ASSEMBLY RECESSED CAN LIGHTS @ 0 -0" O.C. @ EXITS ^ N CONTINUOUS VENT 2x4 SUSPENDED ACOUSTICAL CEILING W/ 5/8" GYP BOARD ON UNDERSIDE OF TRUSSES HARDI PLANK SOFFIT (TYP) R -30 ROOF BATT INSULATION (TYP) SUSPENDED ACOUSTICAL HARDI -PLANK SOFFIT Q CEILING (TYP) V 4-� C) W� R -19 BATT INSULATION W/ �I 5/8" GYP BOARD (TYP) VAPPOR BARRIER ON INTERIOR 0 00 ED m 4'- 0"x4' -0" MILGARD WOOD SILL (TYP) 2xG STUDS @ I G" O.C. (TYP) VINYL WINDOWS (TYP) 42" GUARDRAIL f M ,a ASPHALT COMPOSITION CONCRETE SLAB ON 2x6 TE W/ SHINGLES (TYP) C METAL DECKING 1/2 "x10" STEEL ANCHOR rX �✓� BOLTS Wl 2 "x3/ 1 G" WASHERS r V�' @ 4' -0" O.C. (TYF) 12 � ~ N WF STEEL BEAM 4 1 �I/J d ° ° A 7 171 u 00 dl ° -111 ° f ° °d° n 111 ° ° f ° ° d ° ° 3.. 2. 9.. WF STEEL GIRDER BEAM POCKET ° % I -HR FIRE PREVENTION ON COLUMNS, BEAMS, c' ct ° GIRDERS (TYP) °d HARDI -PLANK SIDING P) a REINFORCED CONCRETE BASEMENT WALL ° REINFORCED CONCRETE BASEMENT WALL ^ ° ° d° O ° ° d O a ° d ° ° ° ° WATER - PROOFING ° , — ° ° °° ° 20 STUDS @ I G" O.C. d ° Notes: 2x6 TREATED SILL PLATE W/ d ° ° �� ' 1/2"x 10" STEEL ANCHOR BOLTS W/ 2"x3/1 G" WASHERS ° @ 4' -0" O.C. (TYP) ° d d °° ° d Scale: ° FLOOR ELEV: 193.0' ° — — ad — — — ° — — — — — — 15 4 ° ° d d PERMIT #`°° " 1 i A-7 WALL SECTIONS 50UTH WALL SECTION 9-NORTH WALL SECTION © EAST WALL SECTION 0 WEST WALL SECTION 3/4"= 1 1 -o° Oct 3, 2003 SHOWER COMPARTMENTS The required shower compartment(s) can accommo- date a person in the standing or sitting position. When provided, a seat must fold out of the way, to allow clearance for the standing user or one seated in a wheelchair. Since the person in the wheelchair who can transfer may prefer to use the folding seat, there must be sufficient maneuvering space for the wheelchair to approach the seat Because the wheelchair does not fit completely inside the trans- fer -type shower, water splash and drainage must be controlled by means other than stall enclosure. The roll -in shower Is the preferable type. For the transfer shower, while the v2 -inch threshold is al- lowed, it is not recommended, unless it is Im- possible to slope the stall floor to provide drainage. The following diagrams show some of the pre- ferred configurations, which allow for alterna- tive access, shape, and fixture arrangement While tub and shower are shown as inter- changeable, the shower is preferred, since it allows direct wheelchair access. In the roll -in shower, a special shower chair is generally used. The transfer shower is specially designed to accommodate possible balance and reach problems for the seated user. An Illustrated Handbook 1106.11.10 Shower stalls. 1106.11.10.1 Configuration. Showerstalls shall have one of the following configurations: 1. Transfer shower stalls shall be 36 inches by 36 inches (915 mm by 915 mm), nominal, and shall have a seat, or, 2 Roll -in shower stalls shall be not less than 30 inches (760 mm) in depth by 60 inches (1525 mm) in length 1103.11.10.2 Clear floor space. A clear floor space shall be provided adjacent to shower stalls. 1. For transfer shower stalls, a clear floor space not less than 48 Inches (1220 mm) in length, parallel to the open side of the shower stall, and not less than 36 Inches (915 mm) in width, perpendicular to the open edge of the shower stall, shall be located so as ADJUSTABLE HA SHOWER HEAD FLEXIBLE HOSE CONTROLS ON WALL— REACHABI FROM SEAT LEVER FAUCET SOAP DISH LEVEL GRATING AT FLOOR IN RECESSED DRAI PAN FOLDING UNOBSTF FLOOR TRANSFER SHOWER / to extend at least 12 inches (305 mm) beyond the wall on which the seat is mounted. 2. For roll -in shower stalls, a clear floor space shall be not less than 60 inches (1525 mm) in length, parallel to the open edge of the shower stall, and not less than 36 Inches (915 mm) in width, perpendicular to the open edge of the shower stall, shall be provided. A lavatory which complies with Section 1106 11.7 above, maybe located within one end of the clear floor space Where a seat is provided in the shower, a lavatory may be located only at the opposite end of the clear space. 1106.11.10.3 Seats. Transfer shower stalls shall be provided with a folding or non- folding,seat located on the wall opposite the shower controls. Roll -in shower stalls shall be provided with a folding seat located on the wall adjacent to the shower controls. EXCEPTION. Roll -in shower stalls located in occupancies oMerthan hotels, lodging houses and congregate residences need not be provided with a seat The seat shall be mounted not less than 17 inches (430 mm) and not more than 19 inches (485 mm) above the floor The seat shall be mounted not more than 1112 inches (38 mm) from the leading edge of the shower stall. The seat shall be L- shaped and shall extend the full depth of the stall. The section of the seat adjacent to the wall opposite the clear floor space shall be at least 22 inches (560 mm) and not more than 23 inches (585 mm) wide, measured from the wall on which the seat is mounted That section of the seat shall extend not less than 14 iches (355 mm) but not more than 15 inches (380 mm), measured from the wall opposite the clear floor space. The remaining portion of the seat shall be not less than 15 inches (380 mm) and not more than 16 inches (405 mm) wide, measured from the wall on which the seat is mounted, and shall extend the remaining depth of the stall 1106.11.10.4 Grab ¢ars. All required grab bars shall be installed parallel to the floor. All grab bars shall be installed not less than 33 inches (840 mm) and not more than 36 inches (915 mm) above the floor of the adjacent clear space For transfer shower stalls, a grab bar, not less than 18 inches (455 mm) in length, shall be installed on the wall opposite the clear floor space One end of the grab bar shall terminate at the wall opposite the seat A grab bar not less than 27 inches (685 mm) in length shall also be installed on the wall opposite the seat For roll-in shower stalls, grab bars shall be provided on all permanent stall walls. Grab bars located on either end of the stall shall be not less than 27 inches (685 (Continued on p 53) 51 rol per AG ain )f tub An Illustrated Handbook (Continued from p 51) mm) in length The grab bar located opposite the clear space shall be not less than 48 Inches (1220 mm) in length 1106. 11. 1a5 Controls and fixtures. Faucets and other controls shall be located on the same wall as the shower spray unit, and shall be installed not less than 38 inches (965 mm) nor more than 48 Inches (1220 mm) above the shower floor and shall comply with Section 1106.3. In addition / 1 For transfer shower stalls, the controls shall be located on the wall opposite the shower seat. The controls shall be located within 18 Inches (455 mm) of the open side of the shower stall. 2 For roll -in shower stalls equipped with seats, the controls s all be mounted on the wall adjacent to the sea not more than 27 inches (685 mm) from the wall where the seat is mounted. For roll -In shower stalls without seats, the controls may be located on any wall Where the controls are located on the back wall, they shall be located not more than 27 inches (685 mm) from a side wall Ashower spray unit, with a hose at least 60 inches (1525 mni) long, that can be used as a fixed shower head or as a hand -held shower, shall be provided. EXCEPTION. In unmonitored facilities where vandalism is a consideration, a lured shower head may be installed not more than 48 inches (1220 mm) above the stall floor 1106.11.10.6 Thresholds. In transfer shower stalls, thresholds shall be flush or beveled with a maximum edge height of 112 Inch (13 mm), and a maximum slope of not more than 1 vertical in 2 horizontal Thresholds in roll -in shower stalls shall be level with the adjacent clear space 1106.11.10.7 Shower enclosures Where provided, enclosures for shower stalls shall not obstruct controls or obstruct transfer from wheelchairs onto shower seats 1106.11.9 Bathtubs. 1106.11.9.1 Clear floor space. A clear floor space not less than 60 inches (1525 mm) in length shall be provided along the tub Where the required seat is located at the end of the tub, the clear floor space shall be not less than 75 inches (1905 mm) in length The clear floor space shall be not less than 30 inches (760 mm) in width where access to the space is parallel to the tub and not less than 48 inches (1220 mm) In width where access to the space Is at right angles to the tub A lavatory which complies with Seciton 1106.11 7, above, may be located in the clear floor space for the tub. Where a seat is provided and a lavatory is located in the clear floor space for the tub, the lavatory shall be located at the end of the tub adjacent to the controls. 1106.11.9.2 Seats. An in -tub seat or a seat at the end of the tub shall be provided. In -tub seats shall be portable and removable, not less than 12 inches (305 MM) in width and extend the full width of the tub Seats at the end of the tub shall be constructed flush with the top of the tub and shall extend not less than 15 inches (380 mm) from the end of the tub. Seats shall be mounted securely and shall not slip during use. 1106.11.9.3 Grab Bars. All required grab bars shall be installed parallel to the floor Lower grab bars shall be installed centered 9 inches (230 mm) above the tub rim. Upper orsingle grab bars shall be installed centered not less than 33 inches (840 mm) and not more than 36 inches (915 mm) above the floor of the adjacent clear space. Where a tub has a seat at the end, two grab bars not less than 48 inches (1220 mm) In length shall be Installed on the wall opposite the clear Boor space One end of each grab bar shall terminate where the tub abuts the seat. Where a tub has an in -tub seat, two grab bars, not less than 24 inches (610 mm) In length, shall be Installed on the wall opposite the clear floor space. The grab bars shall extend to not less than 24 inches (610 mm) from one end of the tub and not less than 12 Inches (305 mm) from the other end. One grab bar shall be installed on the wall at the end of the tub opposite the drain, extending at least 12 Inches (305 mm) from the clear floor space. For all bathtubs, one rab bar shall be Installed on the wall at the end otgthe tub nearest the drain, extending at least 24 inches (610 mm) from the clear floor space 1106.11.9.4 Controls and fixtures. Faucets and other controls shall be located above the tub rim and below the grab bars, shall be offset laterally from the clear floor space between the open edge of the tub and the mid -point of the tub and shall comply with Section 1106.3 A shower spray unit, with a hose at least 60 inches (1525 mm) long, that can be used as a fixed shower head or as a hand -held shower, shall be provided 1106.11.9,5 Bathtub enclosures, Where provided, enclosures for bathtubs shall not-obstruct controls (nJor [obstruct] transfer from wheelchairs onto bathtub seats or Into tubs. Bathtub enclosures shall not have tracks mounted on the tub rim. 53 WALL v WALL UMA d-A HORIZONTAL �NGING STATION SLOPE FLOOR TO DRAIN (fYP) FLOOR DRAIN (TYP) ALA HORIZONTAL �NGING STATION C CM "Y-411 21 —rj3 91 G3 /.n Cl All „r. UPPER CLIENT P\E5TP\OOM5 V) UPPER F\E5TF\00M5 NORTH NORTH PERMIT #L>a 0 4 - SCALE: 112 "= I'-011 WAIN �sseu 41- I �,/ * WE STATE Wendy Ryan, Architect z W O � Cn M U 00 O� 0 0 � 00 00 COO O � U M CIO rz� =� W� O O a O � H � F--� 000 W � M � N O O VJ W U o0 0 0 CIO rz� O O Notes: Scale: 1 /2" A-io RESTROOMS Oct 3, 2003 1997 Uniform Building Code Washington State Amendments 1106.11.11.3 Structural strength. The structural strength of grab bars, tub and shower seats, fasteners and mounting devices shall meet the following specification: 1. Bending stress in a grab bar or seat induced by the maximum bending moment from the application of 300 pounds (1334 N) shall be less than the allowable stress for the material of the grab bar or seat. 2. Shear stress induced in a grab bar or seat by the application of 300 pounds (1334 N) shall be less than the allowable shear stress for the material of the grab bar or seat. If the connection between the grab bar or seat and its mounting bracket or other support is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 3. Shear force induced in a fastener or mounting device from the application of 300 pounds (1334 N) shall be less than the allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 4. Tensile force induced in a fastener by a direct tension force of 300 pounds (1334 N) plus the maximum moment from the application of 300 pounds (1334 N) shall be less than the allowable withdrawal load between the fastener and the supporting structure. 1106.11.11.4 Special hazards. A grab bar and any wall or other surface adjacent to it shall be free of any sharp or abrasive elements. Edges shall have a minimum radius of 1/8 inch (3 mm). 1106.12 Kitchens. 1106.12.1 Clear floor space. An unobstructed floor space shall be provided within kitchens of sufficient size to inscribe a circle with a diameter not less than 60 inches (1525 mm). Doors in any position may encroach into this space by not more than 12 inches (305 mm). The clear floor spaces at fixtures, the accessible route of travel, and the unobstructed floor space may overlap. 1106.12.2 Counter surfaces and shelving. Within Type A dwelling units, a counter surface, a minimum of 30 inches (760 mm) wide by 24 inches (610 mm) deep, shall be provided at a maximum height of 34 inches (865 mm), with a knee space beneath at least 27 inches (685 mm) in height In other than dwelling units, at least 50 percent of shelf space in cabinets, refrigerators and freezers shall be within the reach ranges specified in Section 1106.2.4. 1106.13 Water Fountains. 1106.13.1 Clear floor space. Wall- and post- mounted cantilevered units shall have a minimum clear floor space in front of the unit, of 30 inches (760 nun) in width by 48 inches (1220 mm) in depth to allow a forward approach. Regulations for Barrier -f.-ee Facilities Free - standing or built -in units not having a clear space beneath them shall have an adjacent clear floor space at least 30 Inches (760 mm) in depth by 48 inches (1220 mm) in width in order to allow a person In a wheelchair to make a parallel approach to the unit. 1106.13.2 Knee space. Wall- and post- mounted cantilevered units shall have knee space in adc6rdance with Section 1106.2.4.3. The knee space shall be notjess than 17 inches (430 mm) nor more than 19 inches (485 mm) in depth. f 1106.13.3 Spout location. Spouts shall be located not more than 36 inches (915 mm) above the floor or ground surface. Spouts shall be located at the front of the unit and shall direct a water flow not less than 4 inches (102 mm) in height, in a trajectory parallel to the front of the unit. Recessed units shall be installed such that the spout is not recessed beyond the plane of the wall. 1106.13.4 Controls. Controls shall be located not more than 6 inches (152 mm) from the front of the unit and shall y comply with Section 1106.3. The force required to activate the control shall not exceed 5 pounds (22.2N). 1106.13.5 Water fountains in alcoves. Where a unit is installed in an alcove greater than 8 inches (205 nun) in depth, the alcove shall be not less than 48 inches (1220 nun) in width. A minimum 24 inches (610 mm) of clear space shall be provided from the spout to the nearest side wall of the alcove. 1106.14 Telephones. 1106.14.1 Clear floor or ground space. A clear floor or ground space, not less than 30 inches (760 mm) by 48 inches (1220 mm), that allows either a forward or parallel approach, shall be provided in front of telephones. Bases, enclosures and fixed seats shall not project into the clear floor space. ire parallel approach is provided, any shelf or enclosure shall not project farther than 10 inches (255 mm) beyond the face of the telephone. Where a forward approach is provided, any shelf shall not project farther than 20 inches (5 10 mm) beyond the face of the telephone; any enclosure panels shall be a minimum 30 inches (760 mm) apart, and where less than 36 inches (915 nun) apart, shall project no more than 24 inches (610 mm) beyond the face of the phone. 1106.14.2 Height. The highest operable part of a telephone shall be within the reach ranges specified in Section 1106.2.4. 1106.14.3 Equipment for persons with hearing impairments. Telephones shall be equipped with volume controls and shall be hearing aid compatible. Volume controls shall be capable of increasing volume not less than 12 dbA nor more than 18 dbA above normal. EXCEPTION: Where an automatic reset is provided, IS dbA may be exceeded. 1106.14.4 Controls. Telephones shall have push -button controls where service for such equipment is available. 11 -16 Eff ective 7/01 /01 KOALA HORIZONTAI CHANGING STATIOI 7- 711x31811 MIR m NORTH UPPER MEN CLIENTS' RE5TROOM CERAMIC TILE (fYP) 30 "x4211 MIRROR P -LAM IN5EPT� 2111x 18-1/4" — LAVATORY NORTH EAST UPPER WOMEN' RE5TROOM C9 v - 204 50UTH - 224 �W�I�IEeEE�eEEE6eeE�eeeEee���IEe�e9eeeee�e :EEEEEEEeee�eEe ,— OVERHEAD HUNG TOILET PARTITIONS UPPER MEN'S RESTROOM - 227 NORTH WOMEN'S 5HOWER - 225 SHWR NORTH UPPER J SHWR EAST ANITOR - 226 NORTH 3/411x 12" ADJ MELAMINE SHELVES W/ TENITE EDGES 1EAVY -DUTY VALL STANDARDS EAST 50UTH SOUTH BOBRICK 8 -2020 PAPER TOWEL DISPENSER BOBRICK 5-279 TRA5H RECEPTACLE Inmmmmmmmmm lo■00000nl■oo■_ ■■■■■■■■■■■■■nI■■■■■■ so immosommommummosimmomso EMMONS mmmmmmmmmiiiimminmmmmm rWAFM IC===== __===== 7 ■I■■ ■E■■ IIII .... ..........�...... 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A. 211 MIRROR DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING FOUNTAIN DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN WE5T 205 \ \ \ \ \ / ALCOVE - 248 \ \ \ \ \ \ / / / / / EAST --------------------- I■■■■■■■■■■■■ I■■■■■■■■■■■■ IMEN■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■ ■E■■ 1E ■E■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■..■■■■ I■■.■■■.■■.■■ I■■■ ■M■■■■ ■E■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ inommommommon I■■■■■■■■■■■■ I■■■■■■■■■■■■ IM■■■■■■■■■■■ I■■■■■■ ■l■■■■- I■■■■■■■■■■■■ 50UTH WEST RECEPTION - 203 WEST FURRED SOFFIT OVER COUNTER W/ RECESSED CAN LIGHTS --- BRACE (TYP) 4" RESILIENT BASE (1YP) PERMIT # RD04 -1 1 2 r,I.,39w FED[STLPED A H11 WENDw Rf . 1 STATE 0 WA UT Wendy Ryan, Architect 0 00 M U 00 M C` a, P4 to C o U `.. yC O � W� O 00 � M d- a) O O H O I� C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 iii iii i iiiiiii i iGiGGi S SIMMONS= i ■ ■.�.■ Nil I I■o■■■ ■ ■■■■■■ ■ ■■■000 I m I ■■■.■■ . .. ■ ■ ■ ■ ■ ■■o I In ooM. m I■■■■■■ ■ I M m - rt MESONS ■ MENNEN ■ MEMNON I MENNEN ■ I M MEMNON ■ ■ ■I I IIII .................... ■ ■ ■ ■ ■ ■ ■ ■■ ■III 1 [��1. � �...... iiii�.iiiilrl ■ ■..........'....■ES■ ■ ■ ■IIN ■ ■ ■ ■ ■■ ■ ■111 I ,— OVERHEAD HUNG TOILET PARTITIONS UPPER MEN'S RESTROOM - 227 NORTH WOMEN'S 5HOWER - 225 SHWR NORTH UPPER J SHWR EAST ANITOR - 226 NORTH 3/411x 12" ADJ MELAMINE SHELVES W/ TENITE EDGES 1EAVY -DUTY VALL STANDARDS EAST 50UTH SOUTH BOBRICK 8 -2020 PAPER TOWEL DISPENSER BOBRICK 5-279 TRA5H RECEPTACLE Inmmmmmmmmm lo■00000nl■oo■_ ■■■■■■■■■■■■■nI■■■■■■ so immosommommummosimmomso EMMONS mmmmmmmmmiiiimminmmmmm rWAFM IC===== __===== 7 ■I■■ ■E■■ IIII .... ..........�...... EAST ■ ■ ■ ■ ■ ■ ■I■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■I■ ■■ ■Moo ■ ■ ■ ■ ■ ■I ■■■ES■I■■iiiiiiiiiiii■I Moo■ IN orb MEMNON MEMNON n 000 00 o::::� II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� IIII ■ ■ ■ ■ON ■ ■ ■ ■ ■ ■ ■ ■ ■l_�� MENEEMENNNNEENEEN■.ESI EAST WEST PAINT ON GYP NONE .....:■ ■I ■■■■■■■■■■■■ ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■EEO■■■■■■■ ■I ■■■■N■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■ ■E■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■■I ■■■EEO■■■■■ ■I ■■■■■■■■ ■E■ ■I ■■■■■■■■■■■ ■I . ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■I _■■■■■■■■■■ ■■I WE5T / / / / \ \ \ WEST �r m UPPER WOMEN CLIENTS' RESTROOM - 205 NORTH KOALA HORIZONTAL CHANGING STATION EAST All All hl A'=M!` MAI,At^ +Its Tmi SOUTH OVERHEAD -HUNG TOILET PARTITIONS ■7'- 711x31811 MIRROR Em,m, -I-----------°------- nI ■■ooES■ ■u■GG IGGoG■oum000■o■o■E■■■ES■000■ ■rl ■■■ONON■■ MON ■ES ■■■■■■■■■■. ■■■■■■ ■11 ■■■■■■■■■ ■■■■■■ IM■■■■■■■■■■ ■■■■■■ nl --- °- -- Ioo■ESO■■ ESoo 111 ■ ■ ■ ■ ■ ■ ■ ■ ■1■ ■ ■ES■■ 111 I■■■■■■■■■■ MENNEN 111 ■■■■■■■■■■■ ■■ESES 1 u i■ES■ ■ ■ ■on ■■■■■■ 111 I■■■■■■■■■■■ MOONON 1111 I ■ ■ ■ ■ ■ ■ ■ ■■.■ MEMNON 111 ■ ■ES ■ON■■■■ EMMON■ 1 n IES ■■■■■nn EMMON■ I. lu ION■■■■■■ O ■ ■ ■ ■ ■.... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.... ■ ■ ■■ ■ ■■ I. lu ESES■ ■ ■on- =--------- - - - - -- ■■■■■■ lu I ■oESOn■■oolc�r_u■o■o►�eiiiii■oo■ I '1 a I■o■ monno■■■u00000ll■00000■ 111 I■ N■■■■■■■■ ■ ■ ■ ■ ■ ■lJ ■ ■ ■ ■ ■ ■ ■ ■ ■l'O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 111 IES ■ ■ ■ON ■ ■ ■ ■ ■ON ■ ■ ■ ■ ■ ■ ■ON ■■ ■EGG ■ ■ ■■ ■ONES.■ WEST SOUTH WEST W?Mf :511 MEN'5 51-IOWNP -227 NORTH CLIENT WAITING - 202 ■ PLEXIGLAS 5ECURTY SCREEN EAST SHWR ■ PRIVACY SCREEN OPEN ■ ■ ■ OPEN OPEN � 1 G 5 4' - EAST PLASTIC LAMINATE WAINSCOT N N 50UTH SHWR BOBRICK 8 -2620 PAPER TOWEL DISPENSER DBRICK 8 -279 TRA5H RECEPTACLE WE5T ALCOVE - 0011.. A. 211 MIRROR DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING FOUNTAIN DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN WE5T 205 \ \ \ \ \ / ALCOVE - 248 \ \ \ \ \ \ / / / / / EAST --------------------- I■■■■■■■■■■■■ I■■■■■■■■■■■■ IMEN■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■ ■E■■ 1E ■E■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■..■■■■ I■■.■■■.■■.■■ I■■■ ■M■■■■ ■E■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ inommommommon I■■■■■■■■■■■■ I■■■■■■■■■■■■ IM■■■■■■■■■■■ I■■■■■■ ■l■■■■- I■■■■■■■■■■■■ 50UTH WEST RECEPTION - 203 WEST FURRED SOFFIT OVER COUNTER W/ RECESSED CAN LIGHTS --- BRACE (TYP) 4" RESILIENT BASE (1YP) PERMIT # RD04 -1 1 2 r,I.,39w FED[STLPED A H11 WENDw Rf . 1 STATE 0 WA UT Wendy Ryan, Architect 0 00 M U 00 M C` a, P4 to C o U `.. yC O � W� O 00 � M d- a) O O H O I� C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 EAST ■ ■ ■ ■ ■ ■ ■I■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■I■ ■■ ■Moo ■ ■ ■ ■ ■ ■I ■■■ES■I■■iiiiiiiiiiii■I Moo■ IN orb MEMNON MEMNON n 000 00 o::::� II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� IIII ■ ■ ■ ■ON ■ ■ ■ ■ ■ ■ ■ ■ ■l_�� MENEEMENNNNEENEEN■.ESI EAST WEST PAINT ON GYP NONE .....:■ ■I ■■■■■■■■■■■■ ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■EEO■■■■■■■ ■I ■■■■N■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■ ■E■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■■I ■■■EEO■■■■■ ■I ■■■■■■■■ ■E■ ■I ■■■■■■■■■■■ ■I . ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■I _■■■■■■■■■■ ■■I WE5T / / / / \ \ \ WEST �r m UPPER WOMEN CLIENTS' RESTROOM - 205 NORTH KOALA HORIZONTAL CHANGING STATION EAST All All hl A'=M!` MAI,At^ +Its Tmi SOUTH OVERHEAD -HUNG TOILET PARTITIONS ■7'- 711x31811 MIRROR Em,m, -I-----------°------- nI ■■ooES■ ■u■GG IGGoG■oum000■o■o■E■■■ES■000■ ■rl ■■■ONON■■ MON ■ES ■■■■■■■■■■. ■■■■■■ ■11 ■■■■■■■■■ ■■■■■■ IM■■■■■■■■■■ ■■■■■■ nl --- °- -- Ioo■ESO■■ ESoo 111 ■ ■ ■ ■ ■ ■ ■ ■ ■1■ ■ ■ES■■ 111 I■■■■■■■■■■ MENNEN 111 ■■■■■■■■■■■ ■■ESES 1 u i■ES■ ■ ■ ■on ■■■■■■ 111 I■■■■■■■■■■■ MOONON 1111 I ■ ■ ■ ■ ■ ■ ■ ■■.■ MEMNON 111 ■ ■ES ■ON■■■■ EMMON■ 1 n IES ■■■■■nn EMMON■ I. lu ION■■■■■■ O ■ ■ ■ ■ ■.... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.... ■ ■ ■■ ■ ■■ I. lu ESES■ ■ ■on- =--------- - - - - -- ■■■■■■ lu I ■oESOn■■oolc�r_u■o■o►�eiiiii■oo■ I '1 a I■o■ monno■■■u00000ll■00000■ 111 I■ N■■■■■■■■ ■ ■ ■ ■ ■ ■lJ ■ ■ ■ ■ ■ ■ ■ ■ ■l'O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 111 IES ■ ■ ■ON ■ ■ ■ ■ ■ON ■ ■ ■ ■ ■ ■ ■ON ■■ ■EGG ■ ■ ■■ ■ONES.■ WEST SOUTH WEST W?Mf :511 MEN'5 51-IOWNP -227 NORTH CLIENT WAITING - 202 ■ PLEXIGLAS 5ECURTY SCREEN EAST SHWR ■ PRIVACY SCREEN OPEN ■ ■ ■ OPEN OPEN � 1 G 5 4' - EAST PLASTIC LAMINATE WAINSCOT N N 50UTH SHWR BOBRICK 8 -2620 PAPER TOWEL DISPENSER DBRICK 8 -279 TRA5H RECEPTACLE WE5T ALCOVE - 0011.. A. 211 MIRROR DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING FOUNTAIN DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN WE5T 205 \ \ \ \ \ / ALCOVE - 248 \ \ \ \ \ \ / / / / / EAST --------------------- I■■■■■■■■■■■■ I■■■■■■■■■■■■ IMEN■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■ ■E■■ 1E ■E■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■..■■■■ I■■.■■■.■■.■■ I■■■ ■M■■■■ ■E■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ inommommommon I■■■■■■■■■■■■ I■■■■■■■■■■■■ IM■■■■■■■■■■■ I■■■■■■ ■l■■■■- I■■■■■■■■■■■■ 50UTH WEST RECEPTION - 203 WEST FURRED SOFFIT OVER COUNTER W/ RECESSED CAN LIGHTS --- BRACE (TYP) 4" RESILIENT BASE (1YP) PERMIT # RD04 -1 1 2 r,I.,39w FED[STLPED A H11 WENDw Rf . 1 STATE 0 WA UT Wendy Ryan, Architect 0 00 M U 00 M C` a, P4 to C o U `.. yC O � W� O 00 � M d- a) O O H O I� C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 EAST WEST PAINT ON GYP NONE .....:■ ■I ■■■■■■■■■■■■ ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■EEO■■■■■■■ ■I ■■■■N■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■ ■E■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■ ■I ■■■■■■■■■■■■I ■■■EEO■■■■■ ■I ■■■■■■■■ ■E■ ■I ■■■■■■■■■■■ ■I . ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■I _■■■■■■■■■■ ■■I WE5T / / / / \ \ \ WEST �r m UPPER WOMEN CLIENTS' RESTROOM - 205 NORTH KOALA HORIZONTAL CHANGING STATION EAST All All hl A'=M!` MAI,At^ +Its Tmi SOUTH OVERHEAD -HUNG TOILET PARTITIONS ■7'- 711x31811 MIRROR Em,m, -I-----------°------- nI ■■ooES■ ■u■GG IGGoG■oum000■o■o■E■■■ES■000■ ■rl ■■■ONON■■ MON ■ES ■■■■■■■■■■. ■■■■■■ ■11 ■■■■■■■■■ ■■■■■■ IM■■■■■■■■■■ ■■■■■■ nl --- °- -- Ioo■ESO■■ ESoo 111 ■ ■ ■ ■ ■ ■ ■ ■ ■1■ ■ ■ES■■ 111 I■■■■■■■■■■ MENNEN 111 ■■■■■■■■■■■ ■■ESES 1 u i■ES■ ■ ■ ■on ■■■■■■ 111 I■■■■■■■■■■■ MOONON 1111 I ■ ■ ■ ■ ■ ■ ■ ■■.■ MEMNON 111 ■ ■ES ■ON■■■■ EMMON■ 1 n IES ■■■■■nn EMMON■ I. lu ION■■■■■■ O ■ ■ ■ ■ ■.... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.... ■ ■ ■■ ■ ■■ I. lu ESES■ ■ ■on- =--------- - - - - -- ■■■■■■ lu I ■oESOn■■oolc�r_u■o■o►�eiiiii■oo■ I '1 a I■o■ monno■■■u00000ll■00000■ 111 I■ N■■■■■■■■ ■ ■ ■ ■ ■ ■lJ ■ ■ ■ ■ ■ ■ ■ ■ ■l'O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 111 IES ■ ■ ■ON ■ ■ ■ ■ ■ON ■ ■ ■ ■ ■ ■ ■ON ■■ ■EGG ■ ■ ■■ ■ONES.■ WEST SOUTH WEST W?Mf :511 MEN'5 51-IOWNP -227 NORTH CLIENT WAITING - 202 ■ PLEXIGLAS 5ECURTY SCREEN EAST SHWR ■ PRIVACY SCREEN OPEN ■ ■ ■ OPEN OPEN � 1 G 5 4' - EAST PLASTIC LAMINATE WAINSCOT N N 50UTH SHWR BOBRICK 8 -2620 PAPER TOWEL DISPENSER DBRICK 8 -279 TRA5H RECEPTACLE WE5T ALCOVE - 0011.. A. 211 MIRROR DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING FOUNTAIN DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN WE5T 205 \ \ \ \ \ / ALCOVE - 248 \ \ \ \ \ \ / / / / / EAST --------------------- I■■■■■■■■■■■■ I■■■■■■■■■■■■ IMEN■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■ ■E■■ 1E ■E■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■..■■■■ I■■.■■■.■■.■■ I■■■ ■M■■■■ ■E■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ inommommommon I■■■■■■■■■■■■ I■■■■■■■■■■■■ IM■■■■■■■■■■■ I■■■■■■ ■l■■■■- I■■■■■■■■■■■■ 50UTH WEST RECEPTION - 203 WEST FURRED SOFFIT OVER COUNTER W/ RECESSED CAN LIGHTS --- BRACE (TYP) 4" RESILIENT BASE (1YP) PERMIT # RD04 -1 1 2 r,I.,39w FED[STLPED A H11 WENDw Rf . 1 STATE 0 WA UT Wendy Ryan, Architect 0 00 M U 00 M C` a, P4 to C o U `.. yC O � W� O 00 � M d- a) O O H O I� C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 WE5T / / / / \ \ \ WEST �r m UPPER WOMEN CLIENTS' RESTROOM - 205 NORTH KOALA HORIZONTAL CHANGING STATION EAST All All hl A'=M!` MAI,At^ +Its Tmi SOUTH OVERHEAD -HUNG TOILET PARTITIONS ■7'- 711x31811 MIRROR Em,m, -I-----------°------- nI ■■ooES■ ■u■GG IGGoG■oum000■o■o■E■■■ES■000■ ■rl ■■■ONON■■ MON ■ES ■■■■■■■■■■. ■■■■■■ ■11 ■■■■■■■■■ ■■■■■■ IM■■■■■■■■■■ ■■■■■■ nl --- °- -- Ioo■ESO■■ ESoo 111 ■ ■ ■ ■ ■ ■ ■ ■ ■1■ ■ ■ES■■ 111 I■■■■■■■■■■ MENNEN 111 ■■■■■■■■■■■ ■■ESES 1 u i■ES■ ■ ■ ■on ■■■■■■ 111 I■■■■■■■■■■■ MOONON 1111 I ■ ■ ■ ■ ■ ■ ■ ■■.■ MEMNON 111 ■ ■ES ■ON■■■■ EMMON■ 1 n IES ■■■■■nn EMMON■ I. lu ION■■■■■■ O ■ ■ ■ ■ ■.... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.... ■ ■ ■■ ■ ■■ I. lu ESES■ ■ ■on- =--------- - - - - -- ■■■■■■ lu I ■oESOn■■oolc�r_u■o■o►�eiiiii■oo■ I '1 a I■o■ monno■■■u00000ll■00000■ 111 I■ N■■■■■■■■ ■ ■ ■ ■ ■ ■lJ ■ ■ ■ ■ ■ ■ ■ ■ ■l'O ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 111 IES ■ ■ ■ON ■ ■ ■ ■ ■ON ■ ■ ■ ■ ■ ■ ■ON ■■ ■EGG ■ ■ ■■ ■ONES.■ WEST SOUTH WEST W?Mf :511 MEN'5 51-IOWNP -227 NORTH CLIENT WAITING - 202 ■ PLEXIGLAS 5ECURTY SCREEN EAST SHWR ■ PRIVACY SCREEN OPEN ■ ■ ■ OPEN OPEN � 1 G 5 4' - EAST PLASTIC LAMINATE WAINSCOT N N 50UTH SHWR BOBRICK 8 -2620 PAPER TOWEL DISPENSER DBRICK 8 -279 TRA5H RECEPTACLE WE5T ALCOVE - 0011.. A. 211 MIRROR DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING FOUNTAIN DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN WE5T 205 \ \ \ \ \ / ALCOVE - 248 \ \ \ \ \ \ / / / / / EAST --------------------- I■■■■■■■■■■■■ I■■■■■■■■■■■■ IMEN■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■ ■E■■ 1E ■E■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■..■■■■ I■■.■■■.■■.■■ I■■■ ■M■■■■ ■E■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ inommommommon I■■■■■■■■■■■■ I■■■■■■■■■■■■ IM■■■■■■■■■■■ I■■■■■■ ■l■■■■- I■■■■■■■■■■■■ 50UTH WEST RECEPTION - 203 WEST FURRED SOFFIT OVER COUNTER W/ RECESSED CAN LIGHTS --- BRACE (TYP) 4" RESILIENT BASE (1YP) PERMIT # RD04 -1 1 2 r,I.,39w FED[STLPED A H11 WENDw Rf . 1 STATE 0 WA UT Wendy Ryan, Architect 0 00 M U 00 M C` a, P4 to C o U `.. yC O � W� O 00 � M d- a) O O H O I� C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 WEST SOUTH WEST W?Mf :511 MEN'5 51-IOWNP -227 NORTH CLIENT WAITING - 202 ■ PLEXIGLAS 5ECURTY SCREEN EAST SHWR ■ PRIVACY SCREEN OPEN ■ ■ ■ OPEN OPEN � 1 G 5 4' - EAST PLASTIC LAMINATE WAINSCOT N N 50UTH SHWR BOBRICK 8 -2620 PAPER TOWEL DISPENSER DBRICK 8 -279 TRA5H RECEPTACLE WE5T ALCOVE - 0011.. A. 211 MIRROR DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING FOUNTAIN DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN WE5T 205 \ \ \ \ \ / ALCOVE - 248 \ \ \ \ \ \ / / / / / EAST --------------------- I■■■■■■■■■■■■ I■■■■■■■■■■■■ IMEN■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■ ■E■■ 1E ■E■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■..■■■■ I■■.■■■.■■.■■ I■■■ ■M■■■■ ■E■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ inommommommon I■■■■■■■■■■■■ I■■■■■■■■■■■■ IM■■■■■■■■■■■ I■■■■■■ ■l■■■■- I■■■■■■■■■■■■ 50UTH WEST RECEPTION - 203 WEST FURRED SOFFIT OVER COUNTER W/ RECESSED CAN LIGHTS --- BRACE (TYP) 4" RESILIENT BASE (1YP) PERMIT # RD04 -1 1 2 r,I.,39w FED[STLPED A H11 WENDw Rf . 1 STATE 0 WA UT Wendy Ryan, Architect 0 00 M U 00 M C` a, P4 to C o U `.. yC O � W� O 00 � M d- a) O O H O I� C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 EAST PLASTIC LAMINATE WAINSCOT N N 50UTH SHWR BOBRICK 8 -2620 PAPER TOWEL DISPENSER DBRICK 8 -279 TRA5H RECEPTACLE WE5T ALCOVE - 0011.. A. 211 MIRROR DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING FOUNTAIN DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN WE5T 205 \ \ \ \ \ / ALCOVE - 248 \ \ \ \ \ \ / / / / / EAST --------------------- I■■■■■■■■■■■■ I■■■■■■■■■■■■ IMEN■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■■■ ■E■■ 1E ■E■■■■■■■■■ I■■■■■■■■■■■■ I■■■■■■..■■■■ I■■.■■■.■■.■■ I■■■ ■M■■■■ ■E■ I■■■■■■■■■■■■ I■■■■■■■■■■■■ inommommommon I■■■■■■■■■■■■ I■■■■■■■■■■■■ IM■■■■■■■■■■■ I■■■■■■ ■l■■■■- I■■■■■■■■■■■■ 50UTH WEST RECEPTION - 203 WEST FURRED SOFFIT OVER COUNTER W/ RECESSED CAN LIGHTS --- BRACE (TYP) 4" RESILIENT BASE (1YP) PERMIT # RD04 -1 1 2 r,I.,39w FED[STLPED A H11 WENDw Rf . 1 STATE 0 WA UT Wendy Ryan, Architect 0 00 M U 00 M C` a, P4 to C o U `.. yC O � W� O 00 � M d- a) O O H O I� C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 50UTH WEST RECEPTION - 203 WEST FURRED SOFFIT OVER COUNTER W/ RECESSED CAN LIGHTS --- BRACE (TYP) 4" RESILIENT BASE (1YP) PERMIT # RD04 -1 1 2 r,I.,39w FED[STLPED A H11 WENDw Rf . 1 STATE 0 WA UT Wendy Ryan, Architect 0 00 M U 00 M C` a, P4 to C o U `.. yC O � W� O 00 � M d- a) O O H O I� C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 C/1 00 U 000 un 0 aA a n a� Con Coll) C) ;--11 � � a Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 Notes: Scale: 1/4" A- P\E5TN) 0`0 M 5 Oct 3, 2003 • UPPER FLOOR FINISH SCHEDULE ROOM ROOM FLOOR BASE WALLS CEILING NOTES N0, NAME 204 CLIENT MEN HANDCP TOILET 1 NORTH EAST SOUTH WEST 201 VESTIBULE ENTRY MAT VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 0 202 CLIENT WAITING CARPET TILES VINYL GYP BOARD* - - -- GYP BOARD* GYP BOARD* 2x4 SUSPENDED *CHAIR RAILS 203 RECEPTION CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD - - -- 2x4 SUSPENDED CLIENT WOMEN 204 MEN CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *T WAINSCOT 205 ALCOVE CARPET TILES VINYL - - -- GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 2 20G WOMEN CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD 7 WAINSCOT 207 ELECTRICAL VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 208 COPY VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 209 INTERVIEW CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 210 INTERVIEW CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 21 I HALL CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 227 2J2 DVR TESTING CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED MEN'S SHOWER 213 L.A.N. VINYLTILE VINYL GYP BOARD GYP BOARD GYP BOARD* GYP BOARD* 2x4 SUSPENDED 314" PAINTED PLYWOOD 214 FILES VINYL TILE VINYL GYP BOARD GYP BOARD - - -- GYP BOARD 2x4 SUSPENDED 1 215 ORIENTATION CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 216 LUNCHROOM CARPET TILES* VINYL GYP BOARD` GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 217 OPEN OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 218 C50 MGR OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 219 C50 SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 220 C50 SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 221 DVR SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 222 C50 STORAGE VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 223 MAIL 4 COPY VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 224 WOMEN CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *T WAINSCOT 225 SHOWER CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *T WAINSCOT 22G JANITOR VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD 227 MEN CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *T WAINSCOT 228 SHOWER CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *T WAINSCOT 229 DCF5 STORAGE VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 230 CONFERENCE CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 231 HALL CARPET TILES VINYL - - -- GYP BOARD - - -- GYP BOARD 2x4 SUSPENDED 232 MEETING CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 233 DDD SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 234 DCF5 SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 235 MEETING CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 23G DCF5 SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 237 DCF5 MGR OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 238 OPEN OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 239 EXIT ENTRY MAT VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 240 EXIT ENTRY MAT VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 241 INTERVIEW CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 242 FAMILY V151T CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 243 VIEW CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 244 HALL CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 245 FAMILY VISIT CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 24G OPEN OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 247 HALL CARPET TILES VINYL GYP BOARD - -- GYP BOARD GYP BOARD 2x4 SUSPENDED 248 ALCOVE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD - -- 2x4 SUSPENDED 249 STAIRS VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 250 RECEPTION CARPET VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 251 P.ESTROOM SHEET VINYL VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 20 SUSPENDED 252 RENTAL SPACE CARPET VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD • UPPER FLOOR PLUMBING SCHEDULE RM NO. ROOM NAME ITEM NO. MANUFACTURER MODEL MODEL # FINISH HARDWARE 204 CLIENT MEN HANDCP TOILET 1 O O 00 204 CLIENT MEN LAVATORY 1 0 205 ALCOVE DRINKING FOUNT I M 20G CLIENT WOMEN HANDCP TOILET I 20G CLIENT WOMEN LAVATORY I O Iii vi 21G LUNCHROOM SINK 1 00 rn 224 WOMEN TOILET 2 M 224 WOMEN HANDCP TOILET 1 O O 224 WOMEN LAVATORY 2 225 WOMEN'S SHOWER SHOWER 1 227 MEN TOILET I 227 MEN HANDCP TOILET 1 227 MEN URINAL 1 227 MEN LAVATORY 2 228 MEN'S SHOWER SHOWER 1 238 OPEN OFFICE SINK 1 248 ALCOVE DRINKING FOUNT 1 251 RESTROOM TOILET 1 251 RESTROOM LAVATORY I PERMIT #L° 3w, F.EGIST!_PED AR HIl WEND" . q STATE OF WAS `1 GT N Wendy Ryan, Architect 4 00 O [--q � M M m U 00 O O 00 00 0 U M O W� O O p'' gl. v1 O Iii vi 00 rn � O W � M O O h� � 00 M O O bA O gl. v1 a Mal Notes: Scale: A -12 SCHEDULES Oct 3, 2003 J ..I s .�I r, :w 1106.10 Doors. 1106.10.1 General. Doors required to be accessible shall comply with Section 1003.3.1 and with provisions of this section. For the purpose of this section, gates shall be considered to be doors An accessible gate or door shall be provided adjacent to any turnstile or revolving door. Where doorways have two Independently operated door leaves, then at least one leaf shall comply with this section 1106.10.2 Clear width. Doors shall be capable of being opened so that the clear width of the opening Is not less than 32 inches (815 mm). EXCEPTION. Doors not requmng full user passage, such as shallow closets, may have a clear opening of not less than 20 inches (510 mm) 1106.10.3 Maneuvering clearances at doors Exceptas provided in Section 1106 27, all doors shall have minimum maneuvering clearances as follows - 1 For a forward approach, where a door must be pulled to be opened, an unobstructed floor space shall extend at least 18 inches (455 mm) beyond the stnke jamb and extend at least 60 inches (1525 mm) perpendicular to the doorway. 2 For a forward approach, where a door must be pushed to be opened and is equipped with a closer and a latch, an unobstructed floor space shall extend at least 12 inches (305 mm) beyond the strike lamb and extend at least 48 inches (1220 mm) perpendicular to the doorway. 3. For a forward approach, where a door must be pushed to be opened and is not equipped with a closer n unobstructed floor space shall be at least th width of the doorway and extend at least 48 Inc as (1220 mm) perpendicular to the doorway. 4. For a h nge side approach, where a door must be pulled to a opened, an unobstructed floor space shall extend at least 36 inches (915 mm) beyond the M latch side f the door and at least 60 inches (1525 mm) perp ndicular to the doorway, or shall have an M unobstru ted floor space that extends at least 42 inches (I P65 mm) beyond the latch side of the door and at I ast 54 inches (1370 mm) perpendicular to the doo ay. An Illustrated Handbook 5 For a hinge side approach, where a door must be pushed to be opened and is not equipped with both a closer and a latch, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the hinge side of the doorfor a total width of not less than 54 inches (1370 mm); and at lest 42 inches (1065 mm) perpendicular to the doorway. 6. For a hinge side approach, where a door must be pushed to be opened and is equipped with both latch and closer, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the hinge side of the door for a total width of not less than 54 inches (1370 mm); and at least 48 inches (1220 mm) perpendicular to the doorway. 7. For a latch side approach, where a door must be pulled to be opened and is equipped with a closer, an unobstructed Noorspace shall extend at least 24 inches (6 10 mm) beyond the latch side of the door and at least 54 inches (1370 mm) perpendicular to the doorway --8 For a latch side approach, where a door must be pulled to be opened and is not equipped with a closer,, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door and at least 48 inches (1220 mm) perpendicular to the doorway. 9 For a latch side approach, where a dogr must be pushed to be opened and Is equipped with a closer, an unobstructed floorspace shall extend at least 24 Inches (610 mm) beyond the latch side of the door and at least 48 inches (1220 mm) perpendicular to the doorway. 10 For a latch side approach, where a door must be pushed to be opened and Is n t equipped with a closer, an unobstructed floor space shall extend at least 24 Inches (610 mm) parallel to the doorway, beyond the latch side of the door, and at least 42 inches (1065 mm) perpendicular to the doorway. 11. For a forward approach to a sliding or folding door, an unobstructed floor space shall extend the same width as the door opening and at least 48 inches (1220 mm) perpendicular to the doorway. 12 For a slide side approach to a sliding or folding door, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the slide side of the door for a total width of not less than 54 Inches (1370 mm); and at least 42 inches (1065 mm) perpendicular to the doorway 13. For a latch side approach to a sliding or folding door, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door, and at least 42 inches (1065 mm) perpendicular to the doorway. 14. Where two doors are in series, the minimum distance between two hinged or pivoted doors shall be 48 inches (1220 mm), in addition to any area needed for door swing. Doors in seres shall swing either in the same direction, or away from the space between the doors 15. All doors In alcoves shall comply with the requirements of a fonvard approach. 1106.10.4 Thresholds at doors. Thresholds at doors shall comply with Section 1106.6. EXCEPTION. In dwelling units, exterior doors other than the accessible entrance to a dwelling unit may be sliding doors with thresholds not exceeding 314 inch (19 mm). 1106.10.5 Automatic and power - assisted doors. Door closers orpower operators shall be operable as required by Sec. 1003 3 1.2. EXCEPTION. Hoarded or electric eye actuated power operators All power- operated doors shall remain in the fully open position for not less than 6 seconds before closing Touch switches shall be mounted 36 inches (915 mm) above the floor and not less than 18 inches (455 mm), nor more than 36 inches (915 mm), horizontally from the nearest point of travel of the moving door Other - power- operated doors must be actuated from a location not less than 36 inches (915 mm) from the nearest point of travel of the moving door. Power- operated doors shall automatically reopen [sic] when they encounter an obstruction other than the strike jamb. 1106.10.6 Door Closers. Where provided, door closers shall be adjusted to close from an open position of 70 degrees to a point 3 inches (76 mm) from the latch, in not less than 3 seconds, when measured to the leading edge of the door. , � 1106.10.7 Vision Panels. Where a door contains one or more vision panels, the bottom of tha- glassvf -eT- least one panel, shall be not more than 43 inches (1091 mm) above the floor. 33 • LOWER FLOOR DOOR SCHEDULE DOOR DOOR FRAME NOTES HARDWARE N0. M TYPE TYPE SIZE MATERIAL LOCK TYPE OPENER CLOSER 101 A G'- 0"x7-0" ALUM / GLA55 ALUMINUM PAIR AUTOMATIC W/ ADA ACTUATOR SLIDING 202 1 14 D 31- G"x7' -0" HOLLOW METAL HOLLOW METAL AUTOMATIC WI ADA ACTUATOR SWING ARM 204 127 A 31- 0 "x7' -0" ALUM / GLA55 ALUMINUM PRIVACY O 205 147 E 3'- 0 "x7' -0" ALUM / GLA55 ALUMINUM KEYCARD 5WING ARM 20G TYPE A: ALUMINUM - FRAMED STOREFRONT, SLIDING OR SWING, W/ INSULATED TEMPERED GLA55 TYPE B: 50LID CORE WOOD TYPE C: SOLID CORE WOOD WITH G "x30" TEMPERED GLA55 LITE TYPE D: HOLLOW METAL TYPE E: 50LID CORE WOOD W/ 2'x7' TEMPERED GLA55 51DELITE �I A B I C D E I • UPPER FLOOR DOOR SCHEDULE DOOR DOOR FRAME NOTES HARDWARE N0, M TYPE SIZE MATERIAL LOCK TYPE OPENER CLOSER 201 A 12'- 0"x7-0" ALUM / GLA55 ALUMINUM PAIR SLIDERS WITH 51DELITE5 AUTOMATIC W/ ADA ACTUATOR SLIDING 202 A G'- 0"x7' -0" ALUM / GLA55 ALUMINUM PAIR AUTOMATIC WI ADA ACTUATOR SWING ARM 204 B 31- 0 "x7' -0" WOOD ALUMINUM PRIVACY O 205 C 31- 0 11x7' -0" WOOD / GL ALUMINUM KEYCARD 5WING ARM 20G B 31- 0"x7' -0" WOOD ALUMINUM PRIVACY 00 207 B 3'- 0 "x7' -0" WOOD ALUMINUM 5TOREROOM M 208 B 31- 0 "X7' -0" WOOD ALUMINUM a� PA55AGE 209 B 31- 011xT -0" WOOD ALUMINUM CLASSROOM 210 B 31- 0 "x7' -0" WOOD ALUMINUM CLASSROOM 211 B 31- 0 "x7' -0" WOOD / GL ALUMINUM KEYCARD 212 B 31- 0 1Ix7' -0" WOOD ALUMINUM 51DELITE PA55AGE 213 B 31- 0 11x7-0" WOOD ALUMINUM STOREROOM 215a B 31- 0 "x7' -0" WOOD ALUMINUM 51DELITE CLASSROOM 215b B 31- 0 "x7' -0" WOOD ALUMINUM 51DELITE CLASSROOM 21 G B 31- 0 "x7' -0" WOOD ALUMINUM 51DELITE CLA55ROOM 217 B 31- 0 "J -0" WOOD ALUMINUM AUTOMATIC WI ADA ACTUATOR 218 B 3'- 0 "x7' -0" WOOD ALUMINUM 51DELITE CLA55POOM 219 B 3'- 0 "x7' -0" WOOD ALUMINUM 51DELITE CLA55POOM 220 B 31- 0 "x7' -0" WOOD ALUMINUM 51DELITE CLASSROOM 221 B 31- 0"x7' -0" WOOD ALUMINUM 51DELITE CLASSROOM 222 B 3'- 0 "x7' -0" WOOD ALUMINUM PA55AGE 223 B 31- 0 "x7' -0" WOOD ALUMINUM PA55AGE 224 B 31- 0 1N7' -0" WOOD ALUMINUM PUSH / PULL 22G B 31- 0"x7' -0" WOOD ALUMINUM STOREROOM 227 B 3'- 0 "x7' -0" WOOD ALUMINUM PUSH / PULL 229 B 3'- 0 "x7' -0" WOOD ALUMINUM PA55AGE 230 B 31- 0 "x7' -0" WOOD ALUMINUM 51DELITE PA55AGE 232 B 3- 0"x7' -0" WOOD ALUMINUM 51DELITE PASSAGE 233 B 31- 0 "x7' -0" WOOD ALUMINUM 51DELITE CLA55POOM 234 B 31- 0 1Ix7' -0" WOOD ALUMINUM 51DELITE CLASSROOM 235 B 31- 0 "x7' -0" WOOD ALUMINUM SIDELITE CLA55ROOM 23G B 31- 0 1Ix7-0" WOOD ALUMINUM 51DELITE CLASSROOM 237 B 31- 0 "x7' -0" WOOD ALUMINUM 51DELITE CLASSROOM 238 B 31- 0 1jx7' -0" WOOD ALUMINUM PA55AGE 239 A 31- 0 "x7' -0" ALUM / GLA55 ALUMINUM KEYCARD AUTOMATIC W/ ADA ACTUATOR 240 A 3- 0"x7-0" ALUM / GLA55 ALUMINUM AUTOMATIC W/ ADA ACTUATOR 241a B 31- 0 "x7' -0" WOOD ALUMINUM PA55GAE 241b B 31- 0 "J -0" WOOD ALUMINUM KEYCARD 242a B 3- 0 1Ix7' -0" WOOD ALUMINUM PA55AGE 242b B 31- 0"x7' -0" WOOD ALUMINUM KEYCARD 243 B 31- 0"x7' -0" WOOD ALUMINUM PA55AGE X44 B 3'- 0 "x7' -0" WOOD ALUMINUM KEYCARD 245a B 31- 0 "x7' -0" WOOD ALUMINUM PA55AGE 245b B 31- 0 "x7' -0" WOOD ALUMINUM KEYCARD 24G B 3'- 0 "x7' -0" WOOD ALUMINUM AUTOMATIC W/ ADA ACTUATOR 247 C 31- 0 "x7' -0" WOOD / GL ALUMINUM KEYCARD 248 B 31- 0"x7' -0" WOOD ALUMINUM PA55AGE 249 A G'-0 "x7' -0" ALUM / GLA55 ALUMINUM PAIR ? 250 B 3'- 0 "x7' -0" WOOD ALUMINUM PRIVACY PERMIT ID04 \ REGISTLPED AR NI T WEND( STATE D WAS NG N Wen y Ryan, Architect 4 00 O00 U M ° o 00 00 Con O � O T � v 1 U � O H � I� 00 � M M d- a� N l 0^A11,,1 00 U 00 ° o bA 4z Con T � v 1 � O Notes: Scale: A- 13 5CHEDULE5 Oct 3, 2003 FROM : PRODESIGN FRX NO. : 360- 377 -1026 Jun. 08 2004 03:18PM P1 Pro Dekslglilr P.O Box 699 Tracyton, Washington 98393 -0699 Phone & FAX (360) 377 -1026 June 8, 2004 Little & Little Construction Co. 20094 th St Port Townsend, WA 98326 ATTN Bob Little Ref: DSHS Building Structural Clarifications Dear Bab: Jan Zimmer with the City of Port Townsend called with some questions yesterday on the DSHS project. The following clarifications to the issued drawing need to be made. 1. Sheet S1 notes- We had indicated to use a 3,000 PSI concrete for workability and durability reasons, not for "strength'. The structural design strength was based on 2,500 PSI and testing was not required. Jan concurred with no special inspection required. 2. Sheet S1 notes* Slab concrete mix design may be 4 % sack and 2,500 PSL Metal deck fill concrete may be 2,500 PSI. In the slab on grade and metal pan slabs the use of fiber reinforcement instead of indicated mesh is acceptable but not preferred. All concrete cracks, we have found that metal reinforcement keeps the crack closed but fiber reinforced concrete sometimes will have wider or more objectionable cracks. Provided we are held harmless for such cracking, we have no objection to its use. 3. Sheet S1 notes Note the exterior suspended slabs to be 3,000 PSI air entrained concrete, use of 3/8" maximum aggregate size is acceptable. 4. The attached elevator sump detail has been added to the drawing. The elevator shaft size, pit depth, sump location, etc. should be confir h the selected elevator installer before construction. r {� _ Please call if there are any questions. Yours truly, J. G. (Jay) Bartram, PE Structural Engineer Enclosure CC. fax 8 5x11 sketch Jan Zimmer City of Port Townsend 360- 385 -7675 liERM6 9 6 BEARING WALL R P1 -4 DETAILS _r #4 @ 12" HORZ LICD )E CORNER BARS GRAIL w /MAT BAR CONC FILL VCIQ 3 12" LARGER f ]AN PIT OPNG co 16 MIN LAP NR CENTER OF PIT PERMIT # ELEVATOR SHAFT SECTION S3 SCALE 1/4 " =1' -0" INFILL FRONT FACE 2x4 OR 2x6 TO I / SUIT ELEVATOR SILL SUPPORT BY ELEV CONTRACTOR SEE S 1 — 1 WALL OF PIT REINF PER SHEAR WALL SCHED INTEGRATE SUMP IN SHEAR WALL FTG 3/4" GRATING nvm PIT w /SUPPC 13LD 0 4 — 1 1 2 1 _- #4 CORNER BAF MATCH MAIN REINF V � V G� 6" MIN PIT BASE #4@ 8" CC EW ELEVATOR PIT SUMP SECTION T 0 G 3 U A O 0 m cn cr z X 0 in m W N 0) 3 CD OD m A G Lo .o 3 N tl� JUN — 7720n CITY OF PDRT TOWNSENO Da,N6END F City of Port Townsend c °pTro�y� Fire Department o 1310 Lawrence Street, Port Townsend, WA 98368 (360) 385 -2626 Email- ptfid@ci.1)ort-townsend.wa.us Fax: (360) 385 -1122 w PLAN REVIEW MEMORANDUM TO: Suzanne Wassmer, BCD FR: Tom Amnock, Asst. Fire Chie}�¢�LG DT: 11 June 2004 RE: BLD04 -112, James McCarron Office Bldg, 925 Sheridan Street This department is in receipt of the set of plans for the above - referenced proposal from your office. The above - reference proposal was reviewed by this department relative to the Uniform Fire Code [U.F.C.], 1997 Edition, and the following constitutes this department's findings and determinations based upon the plans of record submitted. Findings & Determinations: 1. Occupancy Class: The proposal for a 2 -story 28,000 sq. ft office building with unfinished daylight basement was reviewed as a Group B occupancy with a Type V -1 Hr. construction classification; and, 2. Addressing for the proposal shall be consistent with the Municipal Code for size, and be in a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background [U.F.C. Section 901.4.41, and; 3. Key box access to or within the subject structure for emergency services delivery is required to be installed at the main entry and at the northeast entry location and shall be a SUPRA Suprasafe Model [Model 2HSR -TS with tamper switch wired to building security, if provided], to contain key(s) to gain necessary access to the structure in its entirety, as required by the Chief of this department [U.F.C. 902.4]; and, 4. Access to building openings is designed consistent with the U.F.C. Section 902.3.1 which requires an approved access walkway leading from fire apparatus access road(s) to exterior openings that are required by the Fire Code or Building Code, and; 5. An automatic fire suppression system (sprinklers) is not required by U.F.C. Section 1003, or the 1,500 square foot threshold of a any occupancy (except R -3 and U) that does not have at least 20 square feet of openings entirely above the adjoining ground level in each 50 lineal feet or fraction thereof of exterior wall on at least one side of the building and, 6. An automatic fire detection alarm system is not required for this occupancy under Section 1007 of said Code, unless required by the Uniform Building Code in lieu of one -hour corridor construction, or the Chapter 11 "accessible building" requirements for the common areas as determined by the Building Official, and; i i.L)ui-1I211- C \WA7DOWS\Desl¢op \Tom's CabmeHCoaespondence \McCarron - DSHS doe /ll /04 7. Fire extinguisher sizing and placement shall meet Uniform Fire Code Standard No. 10 -1, which normally requires a minimum rated 2- A:10 -B:C fire extinguisher at the exit(s) and intermediate areas as required by said Standard, and; 8. Fire /smoke damper installation shall be inspected and tested by the building inspector or this department prior to compartment/area isolation and closure., and; 9. Fire flow and fire hydrant provision is required for this proposal from the requirements of Section 903.2 of the U.F.C. and the following findings are made: a. Fire flow requirement for this proposal is 3,000 gallons per minute sustainable for three [3] hours, and; b. Three [31 hydrants are required by code with an average spacing of 400 feet between each, and; c. Hydrant number, address, and flow rates of existing hydrants eligible for this proposal are the following: 1. H 163 at 9b & Sheridan Sts., 1,342 GPM @ 20 psi residual, and; 2. H 459 at l la' & Sheridan Sts., 2,176 GPM @ 20 psi residual, and; 3. H 164 at 9`h & Hendricks Sts., 578 GPM @ 20 psi residual d. The afore - stated existing hydrants meet the proximity requirement of U.F.C. Appendix III -A, e. Based upon the existing flows and location of hydrants adjacent to this proposal, it is the determination of this office that no new fire hydrant[s] are required by code, and; E Water main infrastructure consists of large, looped main[s] which will insure flow duration is met as required by code. 10. The following Emergency Procedures are required to be implemented for the subject facility under the requirements of Article 13 of the Uniform Fire Code. a. Reporting: All participants in the facility should be versed in the emergency response and reporting procedures for any type of emergency. Therefore, it is recommended that written procedures be established, distributed, and posted. b. Drills: Staff fire drills should be conducted quarterly with a record of same kept in the file system for review by any authority with jurisdiction 11. Smoking Designation per R.C.W. 70.160, and Municipal Code: The proposal is found to be a "public place" as defined by the state law and must be designated as a "non- smoking" or "smoking allowed" facility with specified smoking area(s). The owner must post signs prohibiting or permitting smoking conspicuously located at each building entrance and in prominent locations throughout the place. The boundary(s) between a non - smoking area and a smoking permitted area shall be clearly designated so that persons may differentiate between the two areas. 12. The proposal is subject to Article 87 "Fire Safety During Construction" of the U.F.C., and; 13. Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this proposal. 3.0 hours time was consumed in the review of this proposal. It is the administrative determination of this department that the proposal be approved subject to the aforesaid requirements of the Municipal Code, Uniform Fire Code, and Uniform Building Code. C\WINDOWS\Desktop\Tom's Cabmet \Conespondence\McC nn - DSHS.doc 6/11/04 Ibro 10eshin P.O. Box 699 s Tracyton, Washington 98393 -0699 Phone & FAX (360) 377 -1026 May 20, 2004 Little & Little Construction Co 2009 4" St Port Townsend, WA 98326 ATTN: Bob Little Ref- DSHS Building Structural Design Calculations Dear Bob: Attached are additional calculations for the above project consisting of 2 story Type V, 1 hour building with metal deck / steel beam main floor framing and wood structural system for roof and walls The layout and column spacing has been revised to a regular 16'x20' bay. Calculations for these changes as well as for the beam penetrations, revised rear wall, and the like are included The lateral analysis and foundations for the lateral remain as originally submitted. The new structure was designed for 85 PSF live loads + 20 PSF partition as requested by the customer, this is above the loadings required by the code. Dead loads were for actual weights Roof live /snow is 30 PSF, 80 MPH Exposure B, and Seismic Zone 3. The soil bearing pressures were based on the default 2,000 PSF bearing per table 18 -1 -A with the 20% increase for additional width and depth used, this allows for 3,000 PSF under 3 foot wide footings As the site is believed to be a glacial till, these values are probably conservative. The column footings were designed for the 2,000 PSF The drawings are issued "For Construction ". Please call if there are any questions Yours truly, J G (Jay) Bartram, PE Structural Engineer Enclosure Calculations C Drawings S1 -S3 24x36 Li. 1DO4 2P--1 Probesign PO Box 699 Tracyton, WA 98393 Title DSHS HIGH WALL 10.5 Page Job # Dsgnr BARTRAM Date APR 26,2004 Description. This Wall in File: E.%RP \JOBS RP5 RetamPro Version 6.0 Restrained Retaining Wall Design Build Date. 10 -SEP -2001. (c) 1989 -2001 Criteria Retained Height = 11 00 ft Wall height above soil = Total Wall Height �00ft Top Support Height = 11 00 ft Slope Behind Wall = 000 1 Height of Soil over Toe = 4 00 in Soil Density = 120 00 pcf Wind on Stem = 0 0 psf Surcharge Loads ' Surcharge Over Heel - 50 0 psf >>>Used To Resist Sliding & Overturning Surcharge Over Toe = 0 0 psf Used for Sliding & Overturning Axial Load Applied to Stem r Axial Dead Load = 1,000 0 Ibs Axial Live Load = 1,690 0 Ibs Axial Load Eccentricity = 0 0 in Total Bearing Load = 6,169 lb resultant ecc = 2 11 in Soil Data 2,440 psf OK Allow Soil Bearing 3,000 0 ps Equivalent Fluid Pressure thod Heel Active Pressure = 30 0 psf /ft Toe Active Pressure = 30 0 psf /ft Passive Pressure = 300 0 psf /ft Water height over heel = 0 0 ft FootingIlSoil Friction = 0 500 Soil height to ignore 850 psi for passive pressure = 0 00 in Uniform Lateral Load Applied to Stem Lateral Load = 0 D #/ft Height to Top = 0 00 ft Height to Bottom = D DO ft Soil Pressure @ Toe = 2,440 psf OK Soil Pressure @ Heel = 1,265 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,617 psf ACI Factored @ Heel = 1,875 psf Footing Shear @ Toe = 194 psi OK Footing Shear @ Heel = 09 psi OK Allowable = 850 psi Reaction at Top = 4146 Ibs Reaction at Bottom = 1,8938 Ibs Sliding Stability Ratio = 1 77 OK Sliding Cates 0 0 Ibs Lateral Sliding Force = 1,8938 Ibs less 100% Passive Force= - 266 7 Ibs less 100% Friction Force= - 3,084 7 Ibs Added Force Req'd = 0 O lbs OK for 1 5. 1 Stability = 0 D Ibs OK Footing Design Results Toe eel Factored Pressure = 3,617 1,875 psf Mu'' Upward = 2,994 1,673 ft-# Mu' Downward = 235 1,892 ft-# Mu Design = 2,759 18 ft-# Actual 1 -Way Shear = 1943 0.94 psi Allow 1 -Way Shear = 8500 8500 psi Thickness = 8 OD in Fy = Wall Weight = 100 D pcf fc = Stem is FIXED to top of footing Design height Reber Size Reber Spacing Reber Placed at Reber Depth 'd' Design Data fb /FB + fa/Fa Mu.. Actual Mn *Phi ..Allowable Shear Force @ this height Shear Actual Shear Allowable Reber Lap Required Reber embedment into footin Footing Strengths & Dimensions ' Toe Width = 1 33 ft Heel Width = 200 Total Footing Width = 333 Footing Thickness = 12 DO in Key Width = 12 00 in Key Depth = 0 00 in Key Distance from To = Pc = � ' Fy 1 42 ft = 60 OOD Footing Concrete Density = jcf Min As % = 0 0015 Cover @ Top = 2 00 in @ Btm = 3 oD in Adjacent Footing Load ' 54 41 psi Adjacent Footing Load = 0 0 Ibs Footing Width = 0 00 ft Eccentricity = 0 00 in Wall to Fig CL Dist = 0 00 ft Footing Type Line Base Above /Below Soil = 0 0 ft at Back of Wall 60,000 psi 2,500 psi @ Top Support Stem OK = 11 DD ft # 4 = 12.00 in = Center 4 00 in = 0 000 = 0 0 ft-# = 3,387 6 ft-# = D O Ibs = 0 00 psi 85 00 psi = 46 80 in 9 = Mmax Between Top & Base @ Base of Wall Stem OK Stem DK 6 14 ft 0.00 ft # 5 # 4 12 00 in 8.00 in Center Center 4.00 in 4 DO in 0.434 0 985 2,1984ft-# 4,8466ft-# 5,069 7 ft-# 4,922 1 ft-# 2,611 7lbs 54 41 psi 85 00 psi 58 50 in 840 in Other Acceptable Sizes & Spacings: Toe None Spec'd -or- #4@ 13 25 in, #5@ 20 50 in, #6@ 29.00 in, #7@ 39 Heel, None Specd -or- Not req'd, Mu < S * Fr Key Not req'd, Mu < S ` -or- Not req'd, Mu < S * Fr Probesign PO Box 699 Tracyton, WA 98393 Title DSHS HIGH WALL 10 5 Page Job # Dsgnr BARTRAM Date APR 26,2004 Description This Wall in File: E:1RP1JOBS RP5 RetamPro Version 6.0 Restrained Retaining Wall Design Budd Date 1"EP -2001 (c) 1969 -2001 Summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on tooting Tor sumng & sou pressure Sliding Forces .. Load & Moment Summary For Footing : For Soil Pressure Calcs Stem Shear @ Top of Footing = -1,536 3 Its Moment @ Top of Footing Applied from Stem = -2,850 9ft-# Heel Active Pressure = -3575 Sliding Force = 1,893.8 Ibs Surcharge Over Heel = 66 7 Ibs 2.66ft 177 611:4 Adjacent Footing Load = Ibs it ft-# Net Moment User For Soil Pressure Calculations Axial Dead Load on Stem = 2,690 0lbs 1 66ft 4,474 4ft-# 1,086.3 ft-# Soil Over Toe = 53 2 Ibs 0 67 ft 35.4ft -# Surcharge Over Toe = Ibs ft ft-0k Stem Weight = 1.1000lbs 1.66ft 1,8297ft -# Soil Over Heel = 1,760 0lbs 2.66 it 4,687 5ft-# Footing Weight = 499.5 Ibs 1.67ft 832 2ft-# Total Vertical Force = 6,169 4 b Base Moment = 9,185 7ft-# 2.625 ft Afi w Ln N L N i,! DSHS 16x20 BAY FTG .0 w Ln N C'' 6.25 ft <-- Z r] "' G -� Ln MD C� Allowable Soil Bearing 2000 psf Concrete Weight 145 pcf Concrete f :3 ksi Steel fy :60 ksi KI Service Soil Bearing Maximum Bearing 1790.89 psf Max/Allowable Ratio .895 DL +LL Flexure Design Maximum MuXX /0 65.769 k -ft Maximum MuZZ /0 65.769 k -ft C ACI 91 ACI 91 JJX Dir. Steel: 1.62 in2 t3 Z Dir. Steel: 1.62 in (min) (min) Maximum Shear Check Ratios (Vu /0 Vc) Two Way (Punching) Shear .765 ACI 91 One Way Shear, X dir. cut .555 ACI 91 One Way Shear, Z dir. cut .555 ACI 91 r Overturning Moment Safety Factors (OTM SF) OTM SF About X -X Axis NA DL +LL OTM SF About Z -Z Axis NA DL +LL Concrete Bearing (For Vertical Loads Only!) Maximum Bu /0 153.396 k ACI 9.1 Allowable Bc 734.4 k Loads P (k) Vx (k) Vz (k) Mx (k -ft) - Mz (k_ft) Overburden (psf) DL 32.76 0 LL 31.46 +P +Vx +Vz +Mx M z ii Oiui A D D C B A A D py119 L4r AND WaT 517 = PPO apem I BUILDING IDENTIFICATION DSHS, PT TOWNSEND VERTICAL LOADS FLOOR LOADS ROOF LOADS Floor finish 3 00 HOOFING 3 00 FLOOR 5000 ROOF SHEATH 200 MECH /ELECT 100 F FRAMING WT SF , PILL 1 50 200 3 00 PARTITION 2000 SUBTOTAL ROOF DL 650 CEILING - (1) 5/8 gwb 500 CORRECTED DL, PITCH, 685 400 105 FRAMING 500 CEILING LOAD 575 INSUL 100 OTAL ROOF DEAD LOAD 12 60 PSF TOTAL FLOOR DEAD LOAD 6500 ESE TOTAL ROOF LIVE LOAD 30 00 0 030 TOTAL FLOOR LIVE LOAD 8500 TOTAL ROOF LOAD 4260 0 043 TOTAL FLOOR LOAD 170 00 DUR FAC 1 25 ROOF AREA RED LL 24.00 CEIL LL 5.00 FLOOR ARE LL 8600 BEAM 11 POINT LARGER Typ DL 12 60 1 DL 5 -75 Typ DL 8500 WALL LOAD DIST MAX MAX MAX TRIB RED LL UNIF UNIF TRIB RED LL UNIF UNIF LOAD LIVE DEAD END CL PT INCH BEAM DESCRIPTION SPAN WIDTH AREA FACTOR LIVE DEAD WIDTH AREA Factor LIVE DEAD FLIP LBS LBS a b RXN MOM MOM a b CEN i ER WALL HDR 550 4000 220 0 96 920 504 0 1 00 0 0 5000 5 50 0 0 a 00 fib ENTRY BM 1250 29 00 288 092 506 290 0 1 00 0 0 3500 12 50 0 0 0 00 150 GT 4000 450 180 098 106 57 0 1 00 0 0 40 00 0 0 0 Go 480 OTTER 450 700 32 100 168 88 0 100 0 0 4000 2,121 1,134 225 225 1,628 3,662 3,662 270 27 ROOF BEAM 23 00 4000 920 075 720 504 0 1 00 0 0 5000 2300 0 a 0 0 O 276 RS HER 450 8 00 36 1 00 192 101 0 1 00 0 0 4000 8,280 6,372 225 225 7,326 16,483 16,483 270 27 TYP HDR 450 2300 104 1 00 552 290 0 1 00 0 0 9000 450 0 0 0 00 54 GONG FLOOR BM 20 00 0 1 00 0 0 750 150 1 00 638 638 20 00 0 0 0 00 240 GONG FLOOR GIRDER 2000 0 1 00 0 0 2000 400 080 1,360 1,700 2000 0 0 0 0 0 240 SIDE GIRDER 1700 21 00 357 088 441 265 10 00 170 098 836 850 110 1700 a 0 0 00 204 WIDE SPAN FLR BM 2000 0 1 00 0 0 900 180 098 747 765 2000 0 a 0 00 240 SHORT MID GIRDER 1500 a 100 0 0 2000 300 088 1,496 1,700 1500 0 0 0 00 180 SHORT MID CL 1200 4000 480 0 80 770 504 2000 240 093 1,578 1,700 110 1200 0 0 0 00 144 LONG GIRDER 25 00 0 1 00 0 0 2000 500 072 1,224 1,700 25 00 0 0 0 a 0 300 GONG GIRD MED 2175 0 100 a a 2000 435 077 1,312 1,700 2175 0 0 0 00 261 GIRDER HDR 1750 10 00 175 099 236 126 450 79 1 00 383 383 110 13,600 17,000 1075 675 18,797 ##### if t 129 0 81 center girder 2175 0 100 0 0 2000 435 077 1,312 1,700 5000 21,120 11,089 1825 350 27,026 56,366 94,592 2190 42 MID HDR 700 2300 161 099 548 290 0 1 00 0 0 11000 7 00 0 0 0 00 84 typ 8 It bin 20 00 a 1 00 0 0 8 00 160 099 675 680 20 00 0 0 0 0 0 240 typ 8 ft bin 20 00 0 1 00 a 0 B OD 160 099 675 680 2000 0 0 0 00 240 16 girder 16 00 0 1 00 0 0 200 32 1 00 170 170 13,491 13,600 800 8 00 13,546 ##### ### ### 96 0 96 16 side girder 1600 21 00 336 089 448 265 11 00 176 098 916 935 11000 1600 0 0 0 0 0 192 16 girder 1600 0 1 00 0 0 2000 320 0 86 1,469 1,700 16 00 0 0 0 0 0 192 16 center girder 16 00 0 1 00 0 0 2000 320 086 1,469 1,700 8000 16 00 0 0 0 00 192 roof c bin 16 00 4000 640 075 720 504 a 1 00 0 0 30 00 1600 0 0 a 00 192 LEFT GIRDER 1750 800 140 100 192 101 400 70 100 340 340 11000 11,750 13,600 1050 700 15,210 88,726 ###### 1260 64 ROOF C BM HDR 450 400 18 100 96 50 0 100 0 0 4000 5,760 4,273 225 225 5,016 11,287 11,287 270 27 ENTRY BM 1250 23 00 288 092 506 290 0 1 00 0 0 3500 12 50 0 0 0 00 150 W D @ SLAB STEP 16 00 2300 368 087 480 290 a 1 00 0 0 8000 0 0 400 12 OD 0 0 a 48 0 144 5/90/1004 P., ION-40 nO11111a11 1141 IS LAT AND WRT 117 x % HDBEAM 800 0 100 0 0 0 100 0 0 5,000 400 400 2,500 10,000 10,000 480 46 8 FT BM w /HD 20 00 0 1 OO 0 0 8 00 160 099 675 680 5,000 loco 10 00 2,500 25,000 25,000 120 0 120 OGIRD w /PT LOAD 1554 0 100 0 0 2000 311 087 1,461 1,700 7,801 5,787 1283 271 11,218 18,411 30,401 1540 33 FRONT GIRDER 21 00 0 1 00 0 0 12 00 252 0 92 937 1,020 100 00 21 00 0 0 0 0 0 252 FLOOR BM w /PT 1975 0 1 00 0 0 8 00 158 099 676 680 9,836 11,760 1925 050 21,049 5,399 10,525 231 0 6 Divide by El UNIFORM TOTALS UNIFORM END RXNS SHEAR/RXN MOMENT UNIF PT TOTAL LIVE DEAD TOTAL END RXN LG SMALL UNI LD UL -PT UNIF TOTAL COEF COEF MAX LOAD LOAD LOAD LIVE DEAD LIVE DEAD LIVE DEAD RAN RXN OMENT @ PT MOM IT PT MAX 384 *w *LA4 C BEAM DESCRIPTION PER PER PLF I LB LB I LB LB I L6 LB LB LB I CNTR LOAD ONTR LOAD MOM see arse 8 max CENTER WALL HER 920 554 1,474 2,529 1,524 2,529 1,524 2,529 1,524 4,053 4,053 5,573 0 5,573 0 5,573 2E +07 OE +08 2E +07 ENTRY BM 506 325 831 3,165 2,030 3,165 2,030 3,165 2,030 5,196 5,196 16,236 0 16,236 0 16,236 3E +08 OE +00 3E +08 GT 105 57 163 2,121 1,134 2,121 1,134 2,121 1,134 3,255 3,255 32,553 0 32,553 0 32,553 5E +09 OE +08 6E +09 GTHDR 168 128 296 378 288 1,439 856 1,439 656 665 2,294 750 750 4,412 4,412 4,412 2E +06 7E +06 9E +06 ROOF BEAM 720 554 1,274 8,280 6,372 8,280 6,372 8,280 6,372 14,652 14,652 84,247 0 84,247 0 84,247 5E +09 OE +00 5E +09 RB FOR 192 141 333 432 317 4,572 3,503 4,572 3,503 749 8,075 842 842 17,326 17,326 17,326 2E +06 3E +07 3E +07 IYP HDR 552 380 932 1,242 855 1,242 855 1,242 855 2,097 2,097 2,359 0 2,359 0 2,359 5E +06 OE +00 5E +06 GONG FLOOR UM 638 638 1,275 6,375 6,375 6,375 6,375 6,375 6,375 12,750 12,750 63,750 0 63,750 0 63,750 2E +09 OE +00 2E +09 CONO FLOOR GIRDER 1,360 1,700 3,060 13,600 17,000 13,600 17,000 13,600 17,000 30,600 30,600 153,000 0 153,000 0 153,000 5E +09 0E +00 5E +09 SIDE GIRDER 1,278 1,225 2,502 10,861 10,409 10,861 10,409 10,861 10,409 21,271 21,271 90,401 0 90,401 0 90,401 2E +09 OE +00 2E +09 WIDE SPAN FILE BM 747 765 1,512 7,466 7,650 7,456 7,650 7,456 7,650 15,116 15,116 75,582 0 75,582 0 75,582 3E +09 0E +00 3E +09 SHORT MID GIRDER 1,496 1,700 3,196 11,220 12,750 11,220 12,150 11,220 12,750 23,970 23,970 69,888 0 89,888 0 69,688 2E +09 OE +00 2E +09 SHORT MID CL 2,348 2,314 4,662 14,085 13,884 14,085 13,884 14,065 13,884 27,970 27,970 83,909 0 83,909 0 63,909 1E +09 OE +00 1E +09 LONG GIRDER 1,224 1,700 2,924 15,300 21,250 15,300 21,250 15,300 21,250 36,550 36,550 228,438 0 228,438 0 228,438 1E +10 OE +00 1E +10 CONO GIRD MED 1,312 1,700 3,012 14,272 18,488 14,272 18,488 14,272 16,488 32,760 32,760 178,132 0 176,132 0 178,132 7E +09 0E +00 7E +09 GIRDER HER 619 619 1,237 5,415 5,412 13,770 15,655 10,661 11,959 10,827 29,625 47,370 44,895 150,645 171,776 171,776 1E +09 2E +09 4E +09 center girder 1,312 1,750 3,062 14,272 19,031 31,994 28,336 17,571 20,816 33,304 60,330 181,086 97,805 237,455 192,397 237,455 7E +09 4E +09 1E +10 MID HER 548 400 948 1,919 1,399 1,919 1,399 1,919 1,399 3,319 3,319 5,808 0 5,808 0 5,808 3E +07 OE +00 3E +07 typ 8 it bin 675 680 1,355 6,746 6,800 6,746 6,800 6,746 6,800 13,546 13,546 57,726 0 67,728 0 67,728 2E +09 OE +00 2E +09 typ 8 I bin 675 680 1,355 6,746 6,800 6,746 6,800 6,746 6,800 13,545 13,546 67,728 0 67,728 0 67,728 2E +09 OE -00 2E +09 16 girder 170 170 340 1,360 1,360 8,106 8,160 8,106 8,160 2,720 16,266 10,860 10,880 119,245 119,245 119,245 3E +08 2E +09 2E +09 16 side girder 1,363 1,310 2,673 10,906 10,477 10,906 10,477 10,906 10,477 21,384 21,384 85,534 0 85,534 0 85,534 2E +09 OE +00 2E +09 16 girder 1,469 1,700 3,169 11,750 13,600 11,750 13,600 11,750 13,600 25,350 25,350 101,402 0 101,402 0 101,402 2E +09 OE +00 2E +09 16 center girder 1,469 1,780 3,249 11,750 14,240 11,750 14,240 11,750 14,240 25,990 25,990 103,962 0 103,952 0 103,962 2E +09 OE +00 2E +09 mole bm 720 534 1,254 5,760 4,273 5,760 4,273 5,760 4,273 10,033 10,033 40,130 0 40,130 0 40,130 1E +09 OE +00 1E +09 LEFTGIRDER 532 551 1,083 4,655 4,820 11,705 12,980 9,355 10,260 9,475 24,685 41,451 39,793 130,178 146,265 146,265 1E +09 2E +09 3E +09 ROOF C BM HDR 96 90 186 216 203 3,096 2,340 3,096 2,340 419 5,436 472 472 11,758 11,758 11,758 9E +05 2E +07 2L +07 ENTRY BM 506 325 831 3,165 2,030 3,165 2,030 3,165 2,030 5,196 5,196 16,236 0 16,236 0 16,236 3E +08 OE +00 3E +08 WD @SLAB STEP 480 370 850 3,838 2,959 3,838 2,959 3,638 2,959 6,797 6,797 27,168 20,391 27,188 20,391 27,188 7E +08 OE +00 7E +08 HD BEAM 0 0 0 0 0 2,500 0 2,500 0 0 2,500 0 0 10,000 10,000 10,000 OE +OO 9E +07 9E +07 8 FT BM WILD 575 680 1,355 6,746 6,800 9,246 6,800 9,246 6,800 13,546 16,046 87,728 67,728 92,726 92,728 92,728 2E +09 1E +09 4E +09 C GIRD w /PT LOAD 1,481 1,700 3,181 11,510 13,209 17,951 17,986 12,870 14,218 24,719 35,937 96,033 55,306 114,444 85,707 114,444 2E +09 5E +08 2E +09 FRONT GIRDER 937 1,120 2,057 9,636 11,760 9,836 11,760 9,836 11,760 21,596 21,596 113,379 0 113,379 0 113,379 4E +09 0E +00 4E +09 FLOOR BM w /PT 676 680 1,356 6,672 6,715 16,259 18,177 6,921 7,013 13,387 34,436 66,098 6,524 71,497 17,049 71,497 2E +09 2E +08 3E +09 ALLOW ALLOW ALLOW ALLOW BEAM BEAM BEAM SHEAR REO RED/ BEAR ALLOW RED/ DEFL. LENGTH Fb Fv F. per E WIDTH DEPTH AREA 1 S ALLOW SHEAR ALLOW LENGTH MOM ALLOW /DEFL 5120/20114 pa, 2 P5n5 LnT Arvu V£RT 517 xis III IIII11;14IQII BEAM DESCRIPTION SIZE CENTER WALL GI-5-1/6 X9 ENTTRY RY B BM M LVL GT DUMMY GT HER GI-3-1/6 X9 ROOF BEAM LVL RB HDR LVL TYR HDR DF #24X10 GONG FLOOR BM W14X22 GONG FLOOR GIRDER W1 8x40 SIDE GIRDER W14X26 WIDE SPAN FILE BM W1 4X26 SHORT MID GIRDER W1 3X26 SHORT MID OL W16X25 LONG GIRDER W18 %50 GONG GIRD MED W18)(50 GIRDER HER W1 8x50 center girder W1 8x50 MID NOR GL 3 -1/8X9 typ 8 ft lore W1 4X30 typ B ft bm W16X25 16 girder W1 8X35 16 side girder W1 6X26 tG girder W1 Bx35 16 center girder Wt 13x35 roof, dm GL 5 -1 /B X 16 5 LEFT GIRDER W1 B%35 ROOFGBM HDR GLS -t /8X12 ENTRY BM GL 5-1/8 X12 WD @SLAB STEP GL 5 -1 /8X9 HD BEAM W12%t4 8 FT BM w /HD W16X26 C FRONT GIRDER W1 8x35 FRONT GIRDER W1 8x35 FLOOR BM W /PT W1 3X26 psi 2,400 '2,600 2,600 2,400 3Q000 2,600 1,050 33,000 33,000 33,000 33,000 33,000 33,000 33,000 33,000 33,000 33,000 2,400 33,000 33,000 33,000 33,000 33,000 33,000 2,400 33,000 2,400 2,400 2,400 33,000 33,000 33,000 33,000 33,000 psi 165 290 290 165 14,400 2965 290 95 14,400 14,400 14,400 14,400 14,400 14,40 0 14,400 14,400 14.400 14,400 165 14,400 14,400 14,400 14,400 14,400 14,400 165 14,400 165 165 165 14,400 14,400 14,400 14,400 14,400 psi 650 fi50 650 650 1 00 650 625 14,400 14,400 14,400 14,400 14,400 14,400 14,400 14,400 14,400 14,400 650 14,400 14,400 14,400 14,400 14,400 14,400 650 14,400 650 650 650 14,400 14,400 14,400 14,400 14,400 psr 1,800, 000 1,900,000 1,900,000 1,800,000 29,000,000 1,900,000 1,600,000 29,000,000 29, 000,000 29,000,000 29,000,000 29,000,000 2900,000 0 29,000,000 29,000,000 29,000,000 29,000,000 1,800,000 29,000,000 29,000,000 29,000,000 29,000,000 29,000,000 29000,000 1,600,000 29,000,000 1,800,000 1,800,000 1,800,000 29,000,000 29,000,000 29,000,000 29,000,0170 29,999,000 in 513 525 525 313 525 350 313 513 513 513 513 in 900 11 BB 1800 900 1669 1188 925 1000 1800 loco 1000 1000 1000 1800 1800 1800 1800 900 1400 16 00 1800 1600 1800 1800 1650 1600 1200 1200 1350 1000 18 00 1800 1800 1600 m ^2 4613 6234 9450 2817 250 6234 3238 250 450 2 50 250 250 250 630 530 630 630 2817 376 400 540 400 540 540 8465 540 fit 56 6155 6919 250 400 540 540 400 m "4 311 733 2552 190 375 733 231 199 612 245 245 301 301 800 800 800 800 190 291 301 510 301 510 510 1,920 510 739 739 1,051 89 301 510 510 301 m ^3 6919 12339 28350 4226 4720 12339 4991 2900 6840 35 30 3530 3840 3840 8890 8890 8890 8890 4226 4200 38 40 5750 3840 5760 5760 23277 5760 12312 12312 15567 1490 38 40 5760 5760 3840 5,074 12,053 18,270 3,099 24,000 12,053 2,050 24,000 43,200 24,000 24,000 24,000 24,000 60,480 60,480 60,480 60,480 3,099 36,286 38,400 51,840 38,400 51,840 51,840 9,311 51,840 6,772 6,772 7,611 24,000 38,400 51,840 51,840 38,400 2,947 4,373 3,011 2,072 13,590 7,745 1,376 11,668 26,010 19,185 13,857 21,307 24,085 32,164 28,241 27,768 55,736 2,606 11,965 11,740 15,756 17,820 20,597 21,117 6,306 23,061 5,249 4,364 5,641 2,500 14,240 31,165 18, 511 32,629 58% 36% 16% 67% 57% 64% 67% 49% 60% 80% 58% 10000 % 53 % 47% 46% 92% 84% 33% 31% 30% 46% 40% 41% 89% 44% 78% 64% 77% 10% 37% 6e% 36% 65% 095 113 237 095 163 301 163 156 204 FT -LS 13,8313 26, 734 61,425 8,451 118,000 26,734 4,367 79,750 188,100 97,075 97,075 105600 105,600 244,475 244,475 244,475 244,475 8,451 115,500 105,600 158,400 105,600 158,400 158,400 46,555 158,400 24,624 24,624 31,134 40,975 105,600 158,400 158,400 105,600 40% 61% 53% 52% 71% 65% 54% 60% 81% 93% 78% 85% 79% 93% 73% 70% 97% 69% 59% 64% 75% 81% 64% 66% 86% 92% 4B% 55 % 87% 24% 88% 72% 72% 68% in 0034 0200 1260 0025 0417 0021 0014 0398 0276 0 338 0378 0195 0125 0464 0265 0162 0445 0087 0286 0 278 0151 0230 0146 0146 0307 0221 0015 0209 0374 0036 0 443 0160 0277 0269 1,953 751 361 2,172 662 2,598 3,916 604 870 604 634 922 1,148 647 916 1,298 586 971 834 863 1,268 834 1,311 1,311 625 949 3,630 717 513 2,676 542 1,110 909 819 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK FOOTING SIZES AND WEIGHTS h SHEAR WALL FTG 200 SHEAR WALL 10 00 FTG CROSS DIR 200 SHEAR WALL 500 SHEAR WALL FTG 300 COMBINED FTG 1 50 PIER FTG 283 FOOT b 400 067 1 00 067 3 00 400 1 00 STEM WALL h' U 0 00 300 001 1 00 001 1 00 001 1 00 0 00 300 000 4 00 0 00 400 AREA 8 o0 668 201 335 9 00 600 2 83 WT /FT KLF 1 20 1 00 030 050 1 35 090 0 43 PILL 1200 1002 302 502 1350 901 425 clr 350 1200 350 3 50 350 3 50 350 d In 2051 10800 2050 56 50 3251 1451 3047 tap fig b in 4600 800 1200 800 3500 4800 1200 bolt fig 48 00 8 00 12 00 8 00 3600 4800 1200 As 360 440 031 200 600 3 08 1 80 f(c) As' 360 440 031 200 600 308 1 80 250 a 212 15 53 073 706 471 1 81 424 a' 212 1553 073 7 05 471 1 81 424 Percent Remf 0 37% 0 51 % 0 13% 044% 0 51 % 044% 0 49% Red in Mn below min 1 00 1 00 075 1 00 1 00 1 00 1 00 Phi Mn 3782 23816 253 5721 9772 2263 2756 Phi Me' 3782 23816 6 253 5721 9772 2263 2756 Phi Mn'K 31514 1985 21 477 81429 188 58 22967 Pnge 1 vx01200e PRODESIGN BARTRAM DSHS PT TOWNSEND May 20, 2004 at 3 39 PM W16 BEAM AS TRUSS DSHS3 r3d PRODESIGN BARTRAM DSHS PT TOWNSEND W18 GIRDER AS TRUSS May 20, 2004 at 3-39 PM DSHS3 r3d (T,. PRODESIGN BARTRAM DSHS PT TOWNSEND DSHS BEAM PENTR ■ May 20, 2004 at 3 37 PM DSHS3 r3d - Company PRODESIGN May 20, 2004 Designer BARTRAM 3 35 PM Job Number DSHS PT TOWNSEND Checked By. Global Hot Rolled Steel Code AISC ASD 9th AI Cold Formed Steel Code SI 99 ASD < 10OF ACI 19 ncrement Parme Beta Factor (PCA) 65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes General Material Properties Joint Coordinates and Temperatures From Diaoh N11 0 0 40 0 N12 16 0 40 0 N13 0 10 40 0 N14 16 10 40 0 N15 _ 8 10 40 0 N17 16 8708 20 0 N18 8 8 708 20 0 _ N19 - 475 10 20 - 0 N20 475 8 708 20 0 N21 _ 3417 10 20 0 N22 3 417 8 708 20 0 N23 _ 6917 20 -- 0 N24 6 917 8 708 20 0 RISA -3D Version 5 0 [E \r3dv4 \DSHS3 r3d] Page 1 Company PRODESIGN May 20, 2004 Designer BARTRAM 3 35 Job Number DSHS PT TOWNSEND Checked By Joint Coordinates and Temperatures (Continued Label N25 X't]_ 2167 Y fft] —�� Temp —F]_ Detach From Diaph — 10 20 0 N26 2.167 8 708 i 20 0 N27 .lo 5 834 _ 10 -- 20 0 -- 1.084 i 10 N41 13 833 V 10 V 20 0 N42 13 833 8 708 20 0 N43 _ 10166 10 20 0 N44 10 166 8 708 20 0 N45 14 916 10 20 _ p N46 14 916 8 708 20 0 + N45A 20 10 20 0 N48 21D 888 20 p N45B 21 25 _�_ 10 20 _ 0 N46A 21 25 8 88 20 0 N47 225 10 20 n rvo� L5 888 20 0 N53 2625 0 20 0 N54 26 25 8.88 20 0 N55 275 _�_ 10. _ 20 0 N56 275 8.88 20 1 0 N57 2875 10 20 0 N58 28 75 8.88 20 D N59 _ 3058 10 _ 20 _ 0 N60 30 8 88 20 0 N61 40 10 20 0 N62 40 8 88 20 p N63 3875 10 20 0 N64 38 75 8 88 20 0 N65 37 5 10 20 _ 0 N66 37 5 888 20 0 N67 _ 36 25 10 20 0 N68 3625 8 88 20 0 — - _. N69 35 _ 10 20 D N70 35 888 20 p J N71 _ 3375 10 20 0 N72 3375 8.88 20 0 N73 325 10 _ 20 0 N74 325 888 20 p N75 31 25 10 20 _ 0 N76 31 25 8 88 20 0 N77 2942 10 20 0 RISA -3D Version 5 0 [E \r3dv4 \DSHS3 r3d] Page 2 Company PRODESIGN May 20, 2004 Designer BARTRAM 3 35 PM Job Number DSHS PT TOWNSEND Checked By_ General Section Sets Label Shape Design List Type Material Design Rules A rin21 Ivy m4j_,_Izz_[m4 J in4 GEN1A RE4X4 None Beam _GEN STL No Redesign 16 21 333 21 333 36 053 Member Primary Data Label I Joint J Joint K Joint Rotate(deq) Section / Shape Design List Type MatenaI Desson Rules M4 N3 N5 I G1 Wide Flanae Beam HR STL Tvoical M8 1 N1 N3 C1 Tube Beam HR TUBE Typical M9 N2 N4 _' C1 Tube Beam HR TUBE apical M4A N5 N4 G1 Wide Flan ge Beam HR STL Typical M9A N13 N15 G1 Wide Flanae._ Beam HR STL Typical M10 N11 N13 C1 Tube Beam AR TUBE Typical M11 N12 N14 C1 Tube Beam AR TUBE Typical M12 N1b N14 I 6' Wide Flange' Beam HR STL Typical M13 N13 N8 I B_1 . __ Wide Flange ' Beam HR STL Typical M14 N8 N3 i B1 Wide Flange Beam HR STL Typical M15 M16 N15 N10 ' _N10 . N5 B1 Wide Flange Beam HR_ STL _ Typical B1 Wide Flange Beam FIR STL Typical M17 M18 N14 _'___ _ N9 N9 N4 '_._ B1 Wide Flan e Beam HR STL Typical B1 Wide Flan e'. Beam HR_STL 9 Typical M17A M18A N8 N29 N29 _ _ 1425 BF 1 BF W Tee W Tee Beam I Beam HR HR STL STL Typical_ Typical - M19 N25 N21 BFR Wide Flange Beam HR STL TypLcal M20 N21 N19 BFR Wide Flange I Beam HR STL Typical M21 M22 N19 N27 N27 N23 BFR BF Wide Flange W Tee I Beam I Beam HR HR STL STL -Typical Typical M23 N23 N10 BF W Tee I Beam HR STL Typical RISA -31D Version 5.0 [E \r3dv4 \DSHS3.r3d] Page 3 Company PRODESIGN May 20, 2004 Designer BARTRAM 3,35 PM Job Number DSHS PT TOWNSEND Checked By. Member Primary Data (Continued) - Design Rules M57 N44 N40 180 _ BF W Tee_ Beam 1 HR STL Typical M58 N40 1 N18 180 BF W Tee Rpam I HR RTI Tvnicai _ M59 _- N37 N38 _ BW DoubleAngle, i cream Beam I HR—ST - L Typical M60 N38 N41 Double Angle) BW Double Angle STL. Beam I HR STL Typical M61 N41 N42 _! HR BW Typical M71 M71A Beam HR STL Typical M62 N42 N45 BW Double Angle Beam I HR STL Typica> ) M63 N45 N46 BW _ DoubleAngle Beam HR STL 1__ Typical M64 N46 N9 BW Double Angle Beam HR STL Typical M 65 N9 N17 Cl —_ Tube Beam HR TUBE Typical M66 N36 N35 BW DoubleAngle Beam HR STL Typical M67 N35 N44 BW __DoubleAngle' Beam HR STL Typical MUD ]N44 ivv� ovv vouoie /Angle i cream me a i - i y-picai M69 N43 N40 _ _ BW Double Angle) Beam HR STL. Typical M70 N40 N39 BW Double Angle Beam HR STL Typical M71 M71A N39 N6 N 18 _ N16 _ BW Cl Double Angle Tube Beam Beam HR STL HR TUBE apical Typical M72A N7 M73 N45B N46A UBE M76 N51 N52 BW Double Angle Beam FIR STL Typical M77 N53 N54 Double Angle Beam HR Typical M78 N55 N56 _B_W I BW _STL Double Angle Beam HR STLI Typ ical M79 M81 _f N57 N45A N58 N46A BW _ BW DoubleAngle Beam I HR_STL___pical Double Angle Be !HR STL Typical M107 N65 N66 BW Double Angle Beam HR STL Typical M108 N67 N68 _ , BW_ __ _Double Antic le Beam HR STL _ Typical M109 N69 N70 BW DoubleAngle Beam HR STL Typical M110 N71 _ BW __ DoubleAngle _Beam HR STL_ Typical M111 N73 N74 BW DoubleAngle Beam HR STL Typical RISA -3D Version 5 0 [E \r3dv4 \DSHS3 r3d] Page 4 Company PRODESIGN May 20, 2004 Designer BARTRAM 3,35 PM Job Number DSHS PT TOWNSEND Checked By. Member Primary Data (Continued Label_ I Joint J Joint_ K Joint Rotate(deg) Section /Shape Design List Type Material Design Rules M112 N75 N76 _ BW _ _Double Angle' Beam _ HR STL�Typlcal M114 N61 N64 BW DoubleAngle Beam _ HR STL Typical M115 _ _ N63 _ N66 _ BW Double Anale Beam HR STI Tvrnral M122 J N61 M131 Basic Load Cases BLC DesprlDtion __ Category — X Gravity Y Gravity Z Gravity Joint Point_ Distributed Area (Me Surface . DL None 8 23 LL None 1 8 15 LLUB None 8 Joint Loads and Enforced Displacements Joint Label _ _ L D M _ Direction _ Magnnude[k k -ft iin rad k's42 /ftl _ _N13 _ L Y 68 N14 _ L _ Y -68 Y Y Member Distributed Loads Member Label Dtrechon Start Magnitudefk/ft d . End Magnitudelk/ft deg] Start Location[ft %] End Location[$°] _ M13 _ Y - -68 -68 0 0 M14 Y7 -68 -613 0 _ M16 _ _ Y _ -68 -_6.8 0 0 M15 Y -68 68 0 0 M17 Y -.68 68 0 0 RISA -3D Version 5 0 [E.1r3dv4 \DSHS3 r3d] Page 5 Company PRODESIGN May 20, 2004 Designer BARTRAM 3.35 PM Job Number ' DSHS PT TOWNSEND Checked By Member Distributed Loads (Continued) 0 0 0 Member Label Direction Start Maondudelk/ft ,d. End Magnitude k/R deg] Start Location ft %] End LocaOhon[ft 0/ M18 Y -68 -68 0 0 M89 Y __ 68 68 0 - 0 — M90 Y -.68 -68 0 1 M91 Y 68 -- as 0 -- 28 401 — — — -28401 n 0 Y Y Y Y Y Y _. Y Y Y Y Y - — 0 0 0 0 0 0 0 0 -- 0 —_ 0 0 0 0 0 — 0 0 - 0 0 I 0 0 0 0 Member Point Loads Member Label Direction Magntude k k -ft1 Location ft, °� , i No Data to Print — Load Combinations Descflption Solvee PDe SRSS BLC Factor eLC Factor BLC Factor BLC Factor BLC,Factor BLC Factor BLC Factor BLC Factor DL +LL _ _ Y -1 1 1 _ 2L- —1-- �- — DL +LL +UBL Yes — Joint Reactions (By Combination) _1 1 N6 — 0 — 1 N7 0 1 N8 444 _ N9 .444 1 N11 U — 1 N12 0 N13 _ 0 1 N14 0 — 1 1 N48 28 401 1 N62 — -28401 1 Totals' 0 1 COGS) X 9 4 W 0 D 0 -043 0 0 0 041 081 0 0 _ 043 043 _ 0 0 0 RISA -3D Version 5 0 [E \r3dv4 \DSHS3 r3d] Page 6 Company PRODESIGN May 20, 2004 Designer BARTRAM 3 35 PM Job Number DSHS PT TOWNSEND Checked By, 30 _ 1 75 .6 85 in 1 7F R RS nnss LL2X2X3X6 987 1 0 1 076_ 0 v 22 148 30 -30,3L) 1 lb b za _nrc LL2X2X3X6 1 M41_ LL2X2X3X6 _ 475 808 000 O�y 22.051 30 _ 3D 30 1175 6 '_ 1 H2 -1 _ ._ .. n vc c e u1 1 � 1 M43 LL2X2X3X6 46b tSUb VUU I DO ---Y-- 4t vo vu av _ +� 30 — 1 75 . 1 Hl- _ • • -- H1- 1 M44 U X2X3X6 876 0 .000 0 22 148 30 30 1 H1 -1 .6 .6 WT5X16 5 1 M45 WT5X16 5 551 0 074 0 y 25 024 30__30 H1 -1 30_ 1 75 6_ 85 H1 -; 1 M46 WT5X16 5 264 0 042 0 25.025 H2 -1 30 30 30 1 6 85 H1- 1 M47 WT5X16 5 363 0 .027 11 083'v 25 025 3030 494 301 245 _6 85 H1- 33 5s4 6 85 H2 -1 1 M55 W5X16 772___j onT in in 1 R ' 1 Hl- 1 M49 WT5X16 5 - 560 1 251 047 _ 0 y 24 884 33 30 35 1 6 . 1 Hl- _ 1 M50 WT5X16 5' 679 0 054 1 083 y 25 025 i 30 30 30 1 6 1 H1 -1 1 M51 WT5X16 5 712 542 000 0 _y _25 025 30 _ 30 30 _ 1 6 1 H1 -1 1 M52 WT5X16.5' 555 0 107 D 25 024 30 30 30 1 75 6 85 H2 -1 1 M53 WT5X16 5 327 1 083 053 1.083 y_ 25 025 30 30 30 1.75 '1 6 85 H2 -1 1 M54 W5X16 494 1 083 245 1 083_y 29 233' 30 375 33 5s4 6 85 H2 -1 1 M55 W5X16 772___j 333 .584 0 'y 29024 30 375 _33 2.3_ 1 517 6 .85 - H2 -1 H2 -1 1 M56 W5X16 772 0 283 1 251 29.D94 30 375 33 .6 .85 1 M57 WT5X16 5 552 0 105 1 083 _ 25 025 -- - -- 30 -- 30 -- 30 1 75 , 1� .6 c 1 I H1 -3 Wo � RISA -3D Version 5 0 [E \r3dv4 \DSHS3 r3 d] Page 7 Company PRODESIGN May 20, 2004 Designer BARTRAM 3 35 PM Job Number DSHS PT TOWNSEND Checked By Member ASD Steel Code Checks (Continued) 1 M82 ! LL2X2X3X6 .330 1 822 .000 1 678 y 22 053 30 30 30 1 751 6 1 H2 -1 1 M83 LL2X2X3X6'i 272 822 000 0 _y 220531 30 30 306 1 1 H2 -1 1 M84 _ LL2X2X3X6 213 822 0001 678 y_i 22 053 30 30 30 1 75 6 85 1 M85 LL2X2X3X6 154 822 000 0 v 22 053 30 30 30 11 75 .6 1 H2 -1 LL2X2X3X6 1 M95 WT5X11 820 1 094 074 0 Y 20.365 30 25104 25.1041 1 6 85 H1 -1 1 M97 WT4X9 454 1.25 .002 0 v 24 503 30 30 30 1 6 85 H1 -1 1 M98 WT4X9 308 1 25 0 y 24 503 30_ 30 30 1 85 H1 -1 1 M99 WT4X9 187 1 25 _009 007 0 ' y 24 503 30 30 30 _..6 1 751 .6 85 H1 -2� 1 M100 WT4X9 162 125 006 I 0,_'_y_24503 30 30 __30 175 6 85 H1 -3 1 M101 WT4X9 .187 1 25 004 ' 0 y 24 503 30 30 30 1 75 6 85 H 1 M102 WT4X9 254 1.25 007 0 y11 24 503 _ 30 30 30 1 75_ 6 85 H2 -1 1 M103 WT4X9 299 1 25 009 0 y 24 503 30 30 30 1 75 .6 85 H2 -1 1 M104 WT4X9 304 0 11 010 , 1.25 y 24.503 30 30 30 1.75 .6 85 . H2 -1 1 M1n5 LL2X2X3X6 985 1 19 nnn n v 99 91'1 3n sn sn 9 7F r r 441 -1 1 M106 LL2X2X3X6 270 - 1 12 .000 0 y_ -22-M 30 30 30 1 75 6_ .6 H1 -1 1 M107 LL2X2X3X6 233 1.12 .000 0 I y 22 213 30 30 30 1 75 6 6 H1 -1 1 M108 LL2X2X3X6 205 1 12 . 0 1 y 22 213 30 _ 30 _I 30 1.75 6 6_ H1 -1 1 M110 LL2X2X3X6 .148 1 12 000 0 y 22 213 30 30 I 30 1 75_ 6 6 H1 -1 _1 M112 LL2X2X3X6 170 1 12 020 _ 0 _ y .22 .213 30 30 30 1 75 6 303H1 -3 1 M114 LL2X2X3X6 306 822 ono n v 99 (153 3n 30 3n 1 7S F, 1 H7 -1 1 M115 LL2X2X3X6 259 822 .000 0 y 22 053 30 30 30 1 75 6 1 H2 -1 1 M116 LL2X2X3X6 230 822 .000 0 y 22 053 30 30 ' 30 1.75 .6 1 H2 -1 1 M117 LL2X2X3X6 200 822 000 _1 678_y__22053_ _ 30 __ 30__'_ 30 1 75 .6 1 H2 -1_ RISA -3D Version 5.0 [E. \r3dv4 \DSHS3 r3d] Page 8 Company PRODESIGN May 20, 2004 Designer BARTRAM 3.35 PM Job Number : DSHS PT TOWNSEND Checked By MemberASD Steel Code Checks (Continued) RISA -3D Version 5 0 [E \r3dv4 \DSHS3 r3d] Page 9 DSHS LAT AND VERT 517.XLS snonoa Pogo vert ho¢ # flange web PLATE PROPERTIES t or d b PROJ b eff t eff AREA Ix ly Ag I gx b0313 W 16;26 Fue ---- --- - -- "43 -__m.b -00 2 550 035 190 0.019 478 1.90 002 008 wen, JV jb J� '3 mo 0, 250 2 025 366 091 1.017 0.00 0.91 1 02 4.07 REIN/ PL 1,4g1,r y.,,_ _ ;_ 0.5n0 ;.; ^ -J.100 1 3.00 050 150 0031 1.13 150 003 013 W18> 35 F5O i L'.1�5 G. 00 2 6.00 0.43 255 0 036 765 255 0.04 015 w W18X3` W9 ': 5.075 01 JO 2 030 5.08 1 52 3 268 0 01 1.52 327 1307 Rcdlf PL W. 6 0 5UU { 3.$700 1 300 050 1 50 0.031 1 13 1.50 003 013 1 5 000 i776.p00 1 0.50 5,00 2.50 5208 0.05 2.50 521 20.83 ' ' s 0 b00 q 11000 2 1200 050 600 0 125 72.00 600 0.13 0.50 n -s L. WT DEPTH TOP INOVy W16 "'-^�-,, SE ELEV from base A I y A'y y' y ^2 A'Y' ^2 3/3 LF �,.-._ .. 2,4_} 555 0 040 4 000 p'I Y25 1.90 n 02 3 828 7 26 1.67 2.78 5 28 NEUTRAL AXIS 216 J= 0.325 W1 W 000 3 655 3 655 1.8275 091 1 0 ?- 1.828 1.67 -033 0.11 0.10 c top 1.84 COMPARE W413 RR NF PL W16 1.77 0 000 n 500 0.500 025 1 60 0.03 0.250 0.38 -191 364 547 1 total 1192 11 30 OK 000 0.000 :7 0.000 000 -2.16 466 0.00 S top 647 0.00 0.000 0 0 -000 0.00 -2.16 466 000 S base 5.52 TOTALS 5.09 DEPTH 4 -000 431 107 9.31 10.85 S 552 5.46 `, OK A 431 W18 REINF WT HT DEPTH TOP INDV y FT BASE ELEV from base A I y A•y y y ^2 WA2 P.FINF PL 177 ;, 000 0 500 5 500 0.25 1 50 003 5.250 7.86 293 8.59 1288 NEUTRAL AXIS 2 320 Bu V46B 1.80 0426 b.075 5 500 2 5375 162 3.27 2 963 4.51 064 041 063 c top 3180 COMPARE W5x16 ;3U r.= ' FI ANtDr.. 3.01 .10-10 U.A ?6 0.425 0 21 ?5 i' 56 0 04 0 213 054 -211 444 11 32 1 total 2617 21 30 OK 0.00 x.000 0 000 000 -232 538 000 S top 386 000 0.000 0 000 000 -2.32 5.38 000 S base 1214 - 0.000 0 0.000 0.00 -2.32 5.36 000 S 886 851 OK TOTALS 658 DEPTH 5.500 557 334 12.93 24.83 A 557 snonoa Pogo N ,�• 5 8 t' ! O l% ,Z "A „ occ . GI �� I p �C 2 4 2004 0vE Y (� D 1 MA TOWNSEND n/ Vu t s 7 V�kA w dzC • LOCATION MAP 36eu F;fG13T►.PED� AR 11, , I � WEND' ' STATE OF WAS 'INGTO Wendy Ryan, Architect J O 0 M U F D 00 Q1 1 5MERIDAN 5TREEw'17 OffICE5 o un 00 O U \1_1 un i~ 915 5HERIDAN 5TREET w o FORT TOWN5END, WA5HING �� ON 98368 Sao IC �V v►�w�% -ii�r. � rw� �' � OV►� v � oMo � � o INC M � O O F--l•I f'--1 O � • CODE COMPLIANCE ! DE51GN CRITERIA • PROJECT CONTACTS DRAWING INDEX 1997 UNIFORM BUILDING CODE OCCUPANCY: B (OFFICE) AKCHITECT: WENDY RYAN C- I EXISTING SITE PLAN � NOTES 00 M 1997 MECHANICAL CODE SEISMIC ZONE: 3 (360) 796 -3499, (360) 796 -4931 FAX C -2 PA'V LMENT PLAN * DETAILS � 1997 UNIFORM FIRE CODE OCCUPANT LOAD: 232 wryanarchitect @earthlink.net C -3 UTILITIES PLAN * DETAILS O 1997 UNIFORM PLUMBING CODE PARCEL NUMBERS: 9483 194015 948319402, 41 1 Pleasant Harbor Road, Brinnon, WA 98320 C -4 PROFILES DETAILS NOTICE: plansSMfons.roved8rkmdus 1997 WASHINGTON STATE ENERGY CODE 948319403 C- 5 anyenonsorom P P O F I LES pass tnspeclion In conformance With afl applicable codas and regulations. 4� 1998 WASHINGTON STATE VENTILATION AND INDOOR CONSTRUCTION TYPE: V- ONE -HOUR CIVIL ENGINEER: WASHINGTON ENGINEEKS Of LJ 'Ci AIR QUALITY CONTROL FIRE SPRINKLEKS: NONE MICHAEL BIGGS A -0 CO'V'EK WITH PROJECT INFORMATION C%1 WAC 51.40 WASHINGTON STATE BAKKIFK FREE LAND USE ZONE: COMMEKCIAL (360) 405 -1420, (360) 620 -5408 CEL A- I SITE PLAN � SPECIFICATIONS FACILITIES � DESIGN (CHAPTER 1 13 1997 UBC) PARKING REQUIRED: 66 TOTAL mikebiggs @wa- eng.net A -2 LOU /EK FLOOK PLAN 1993 WATER CONSEKVATION STANDAKDS HANDICAPPED PARKING KEQUIKED: 4 OF KEQUIKED 400 Wheaton Way, Suite 202, Bremerton WA 98310 A -3 Must Comply Wlth VVb, St _ UPFEK FLOOK PLAN For v rSt..- PARKING PKOVIDED: 70 A -4 Per WdeAmendmentlo UBC - "Ch 11 Access bii ty" KOOF PLAN • ° • BUILDING INFO STANDARD: 30 STKUCTUKAL ENGINEEK: PKO DESIGNS A -5 BBLDING ELEVATIONS HANDICAPPED: 4 JAY BAKTKAM A -6 BU�i_DING SECTIONS Contact the Building Department C oo ° a' NO, STORIES : 2 COMPACT: 36 (360) 377 -1026 A -7 WALL SECTIONS of 379.3208 prior to making changes LOWER FLOOK AREA: 145080 prodesign@hurricane.net or revisions to the approved plans UPPER FLOOK AKEA: 139920 S.F. • DE51GN LOADS P.O. BOX 699, Tracyton, WA 98393 Notes: TOTAL AREA: 283000 S.F. A -10 A'FPEK KESTKOOM PLANS BUILDING HEIGHT: 30 FEET FLOOKS: 85 psf L.L., 20 psf partition load, 2000 lb CONTKACTOK: LITTLE * LITTLE CONSTRUCTION A- I I UPPEK KESTKOOM � M15C ELEVATIONS point load, 20 psf D.L, U480 deflection BOB LITTLE A -1 2 FINISH * PLUMBING SCHEDULES Scale: • LEGAL DE5CRIFTION KOOF: 30 psf L.L., 20 psf D.L., U360 deflection (360) 385 -56065 (360) 385 -9733 FAX A -13 DOOK SCHEDULE ,. (w/ ceiling) bob @little- little.com 2009 4th St., Port Townsend, WA 98368 PERMIT # =04 -1 1 aA-1 A-0 E15ENDE15 ADDITION, BLOCK 1945 LOTS 15 25 35 45 WIND: < 80 mph 5, 6, 7, * 8; POKT TOWNSEND; JEFFERSON E -2 UPPER FLOQ \ LECTRICAL COVER COUNTY, WASHINGTON E -4 E UPI'K FLOOR LIGHTING * KEFLECTED CEILING Oct 3, 2003 Vill A 0 • 5PE INCATIONS 1170 ao 0 3E 2 02 200 EW SID ALK ( I Oth EET TC =203. TC= TG= 99 5 TC =197 5 6C= 8C =2030 — — — DC= 199.. — BC =197.0 — — — B = EXISTING TOPO TO REMAIN (TYP) / NEW TOPO (TYP) 19 3 928 -11925 UPPE ROOF 0 ER -HANG (TY = BC= 92 o NEW CU B GYTTER (TUP) I- W B` 20 o Q L W p ° o I' LOWER ROOF 0 ER -HANG QYF) TC =1930 � SILT FENCE TC =1930 o c 193.0 BC 1925 i929 PERMIT # x.004 -1 12�_- 1 �5a,, F�ARH PED �D� IN �� RN'v'T srnre or 4M1'AS i ' Wendy Ryan, an, Architect CONCRETE 5-1/2 sack mix, with 30 0 psl min. strength @ 28 days REINF BARS: #4 � #5, deformed Steel per A5TM A615, grade 4 ith min. 12" lap * 16 gauge tie wire: 3" cover when osed to earth or weather P�EINFORCING MESH: 6x6- 10/ 10 welded steel Wire fabric, per A5TM A 185, with 6" min. lap � 16 gauge tie wire UNDER -SLAB VAPOR BARRIER: 6 mil black polyethelyne ANCHOR BOLTS: 5/110" gals. steel, per A5TM A36, grade C, with 7" min. embedment, grade A nut, it 2 11x2 "x3/ 16" washer HOLDOWNS: Simpson PHD5 -5D53 with (14) Simpson 5D5 1/4x3 screws RFB #5x 16, 5/8 "x 10" threaded rod with washer nut set mere- drilled 3/4 "x 10" hole with Simpson SET epoxy at new wood columns above existing foundation walls; Simpsoni HD I OA-55T[324 with (4) Simpson 7/8" stud bolts and washer it nut for anchor bolts, and Simpson HD20A- SSTB24 for free- standing columns TREATED WOOD: CCA preservative, grade LP -2, per AWPA P5; field treat cut ends WALL FRAMING: Douglas fir or hem -fir, grade � Fb per structural; 2x6 studs @ I G" O.C. for exterior walls Interior center bearing wall; 2x4 studs @ 16" O.C. for Interior walls partitions; single sill plate double top plate; double studs @ each side of openings; and minimum triple studs at corners, Use 4x8 headers for 4' to 6' openings and 4x 10 for over 6'. Provide blocking as required. EXTERIOR WALL SHEATHING: 112" nominal CDX plywood BRACED PANELS: 6d nails @ 6 O.C. at edges of sheathing 12" O.C. @ Intermediate framing ROOF SHEATHING: 3/4" nominal CDX plywood, nailed with 8d Com nads @ 6" O.C. at edges and Intermediate framing in field of roof SHELES: Ad ustable 12" x 314" melamine- surfaced high-density particle J -m i m ed es metal standards brackets board with vinyl T o d g g CABINETS: Plastic laminate covered plywood or high - density particle board counter -top it exposed faces, with melamine- surfaced Interiors; adJUStable shelves, bronze wire pulls, magnetic catches, Grant #329 drawer glides, self - closing hinges, one cabinet lock, * one drawer lock HOUSE WRAP: DuPont Tyvek 5tuccoWrap, lapped over window flashing SIDING: Hardl -plank exposed 6" to weather EXTERIOR WALL INSULATION: R -19 f1bergia5 batty with kraft paper vapor barrier INTERIOR SOUND BATTS: R- I I fiberglass batty m walls between tenants and around stairs, restrooms, elevators, LAN rooms, meeting rooms, conference rooms, and machine rooms P.00F INSULATION: R -30 fiberglass batt In5Ulat1on with kraft paper vapor barrier ROOFING (for sloped areas): Asphalt composition on 15 -lb felt ROOFING (for flat areas): SBS modified bltumin assembl with base sheet, Y inter I and granulated surface membrane p Y' g WALL BOARD: Type X gypsum wall board, 5/8" for walls and ceilings, with light orange peel texture; water - reslstant type X for restrooms, janitor, and shower rooms; with galy metal corner beads and edge trim. BACKER (for shower walls): 5/8" Wonderboard cementltious backer - board; Secure With corrosion - resistant fasteners ACOUSTICAL CEILING: Suspended 2x4 rust - reslstant grid, continuous across tenant partitions, with seismic bracing; and 314 "x24 "x48" fire -rated caoustical panels RESILIENT TILES: 12 "x 12 "x 1/8" vinyl composition CARPET: 18 "x 18" carpet tiles p ENTRY MAT: Endurance mat TOILET PARTITIION5: Ceiling -hung, painted steel, with stainless steel fittings 0 00 E—+ M E-I M U O� �' O l.! ^ O NC a) M U v� r E O M L/J 11 � O C 205.7 • • SSLOPE ' Q o AS P o m BC 2052 N 89d 00.12' _ 06' O" W 100 12' _ o zoos 1 `o �oz— ti 1�4 2� �— W c =" � z WHEEL STOP PAVEMENT E HALT -PAVED RKI NG AREA I I 7_1 171 J 1 I LU o m )Ln I z I @ E I 1 2026 C C — C C C C C C 2�2 200. DUMP5TER 11.0 # PEG ING o.2 C C C C CC 20.9 �0����0��0000� 09 o I EEL STOP (iYP) o cv 21J, VERED BI RAC ( I. — — —,, i \ ��— �/ -- - - - - -- I I I I i 4 I I IJIMCE BUILDING i 80 x 174 i I FF UPPER = 203.5 I f LOWER = 1 93.0 I I I I i 1 5 I I I 1 I /------ - - - -- J\\ / / \ . I 1 p I 1 I C q HE � V C o Eli 41.0 �0� � 01110 C 20.9. I C o N H0 •202.6 C .I 1 O� 0000 I H C V M 0 bb c ��y p r� a o C C o C '1 1 C C C 20.9 iz° 12' I'B) 00 s C 1(20) �l .� C • C 4 I SPLICE JOINTS IN FILTER z x2' BY 14 GA WIRE OR FABRIC ,POSTS, USING 2x4 WOOD POST, STEEL STAPLES, WIRE RINGS, OR EQUIVALENT, IF STANDARD EQUIVALENT TO ATTACH STRENGTH FABRIC USED FENCE POSTS, REBAR FABRIC TO POSTS OR EQUIVALENT C zoa6 (24) C o Is-'�- — ? 3 I,ea • — — — — — — — — — — — — _ _ I oo• TC =2 BC —2 2. 2 S 89,T0 _ 6 5 E — z o N ' •- • • 1;97 & 195:9 : `'..: ' ;.. `' tcr, 85' T1205LOPe. TC =2020 BC= 105.0 IBC =201 5 C= 02.0 TIC BC =20 C 2005 C133=1 9.5 1 ZO\ Q �j (� o�Gj �� ec 0 i �� �j1 \�J \ \°J 21.0 2.0 44.0 I .0 9th 5 REET 111 0 o ON5TRUCTION ANCE, cU 6 "oP "- RUSHEDP�OCK EDGE OF EXISTING PAVING IIIIIII" ..,'I11j11j Il��� ►''''' '' "'' ► ►��ll 51TE PLAN q���l �I�l SCALE: 111= 201_011 NORTH =i1�1 II�II� I II�II�II�IF -I GIII� VIII II�II�II�I -I1' I_ Fill II= II�II�I II I IIrII�II�II�II�II�l1 I _IIr I u�ul n�l�il Ilan li�1�1= I��Il�lll Il�n�ll lr 1CIIII1 II II�IIIIII �II�� II�II I I- G' -0" MAX P05T SPACING MAY BE INCREASED TO 6 OF WIRE BACKING is USED P05T NN FABRIC z MIN 4 "x4 "TRENCH oV BACKFILL TRENCH WITH =11 NATIVE SOIL, OR 3/4" X11 l� i l l l TO I -1/2 "WASHED GRAVELIITK1F n - NOTE: INSTALL FILTER FABRIC FENCES ALONG CONTOUR WHENEVER P0551BLE Notes I I_ 2ol -O Scale: A- 51TE FLAN Oct 3, 2003 F9 SILT FENCE DETAIL CONTINUOUS FLASHING (TYP) I ASPHALT COMP 5HINGLE5 I CONTINUOUS SHEET METAL CAP FLASHING (TYP) 112" CDX PLYWOOD ENGINEERED WOOD U55E5 @ 24" O.C. ASPHALT COMP SHINGLES (TYP)� I 4 O K00f PARAPET 3/411= I1 -011 I O FLOOR. ELEV: 2C FLOOP. ELEV: 19 I -HOUR ROOF ASSEMBLY W/ 5/8" GYP BOARD ON UNDERSIDE OF TRUSSES (TYP) FLOOR ELEV: 203 5' 3xG CONTINUOUS LEDGER- FLOOR. ELEV. 193 0' — COMMON MEETING SOLID WOOD BLOCKING 2 3 4 5 I / 5135 MODIFIED BITUMIN TORCH -DOWN {� ROLL ROOLIN� W/ GRANULATED TOP PLY (TYP) 1 11 HN OFFICE I II HALL I -HP. FIRE PP.EVENTION ON \ CHASE FOP. AIR. DUCTS COLUMNS, BEAMS, £ GIRDERS F) STEEL TUBE COLUMNS pr) -,-/ REINFORCED CONCRETE FOOTINGS (TYP) • SECTION X -X WF STEEL BEAMS B GIRDERS (TYP) SCALE: 1/5"= I' -011 VESTI SHAFT FOR FUTURE ELEVATOR. TRUSSES @ 24" O.C. 0 oI o 2x4 ACOUSTICAL CEILING (TYP) ° sssU 71�EIISTLPE D, TTT� UU WElDY _ q STATED WA GT N Wendy Ryan, Architect O 1 r� M O z. O W� O 00 � M � /1 O W C/5 M C) N con 00 IND u 00 • r..r d1 F E C g Q �+ O CONTINUOUS SHEET METAL �LJ Con 4_4 v 1 � `V • SECTION Y -Y SCALE: 1/(5"= I' -011 GIRDERS (TYP) PERMIT 'AD 0 4 -1 1 2 /L- Notes: Scale: 1/611 A -6 SECTIONS Oct 3, 2003 ENGINEERED WOOD TRUSSES 4 r 12 4 5/8" CDX PLYWOOD SHEATHING (TYP) ENGINEERED ROOF TRUSSES I 12 @ 24" 0 C. (TYP) @ 24" O.C. (TYP) 4 f 95ets AR 11 PED ASPHALT COMPOSITION SHINGLES (TYP) 12 �4 WEiD CONTINUOUS GUTTER (TYP) STATE IlF 'AS GTO � I Wendy Ryan, Architect 2x 12 FASCIA BOARD (TYP) 2x 10 FASCIA BOARD (TYP) — — I -HOUR ROOF ASSEMBLY RECESSED CAN LIGHTS ` 2x4 SUSPENDED W/ 5/8" GYP BOARD ON L>1 @ 0 -0" O.C. @ EXITS CONTINUOUS VENT ACOUSTICAL CEILING UNDERSIDE OF TRUSSES K HARDI -PLANK SOFFIT (TYP) QD z w 0 R -19 GATT INSULATION W/ 5/8" GYP BOARD (TYP) VAPPOR BARRIER ON INTERIOR o , VINYL MILGARD EPDXY- COATED (TYP) II ICI /— WOOD SILL (TYP) 2x6 STUDS @ 16" O.C. (il'P) 42" GUARDRAIL CONCRETE SLAB ON 2xG TREATED SILL PLATE W/ a METAL DECKING 1 12 "x 10" STEEL ANCHOR BOLTS W/ 2N311 G" WASHERS WF ?TEEL BEAM @ 4-0" O.C. (TYP) ua i° 7771 L de d° e ° d Iii. WF STEEL GIRDER BEAM POCKET 8 a ' 11ARD1 -PLANK SIDING P) a REINFORCED CONCRETE ° e BASEMENT WALL o ° d ° a ° ° WATER - PROOFING d. d a ° 2xG TREATED SILL PLATE W/ - 1 /2 "x 10" STEEL ANCHOR BOLTS W/ 2 "x31 I G" WASHERS ° @ 4110" O.C. (TYP) wlAa'� b et) ' =I I_I1 111 I I M d AO 50UTI1 WALL SECTION OO NORTH WALL SECTION AS Sh OO EAST WALL SECTION P) PERMIT iW 0 4 -112 4 -j WEST WALL HCTII�)N 31411- 11 -011 i Notes: Scale: A -7 WALL SECTIONS Oct 3, 2003 t 00 O � M M ,M U � T1 00 M � C� U � � r1 N � W� � O 00 � M � O W M N i Notes: Scale: A -7 WALL SECTIONS Oct 3, 2003 t 00 T1 j 0 aA C� r1 N � � O i Notes: Scale: A -7 WALL SECTIONS Oct 3, 2003 t �i I 174' -0" C 40' -0 32' -0" 30' -0" 32' -0" 40' -0" - - -- r- - -- - - - - - -- —� —� — 1�. — -- ----------- - - - - -- S1 --------------------------------------------------- ' ------ - - - -J— —J— -------- - - - -1— — 1--------------------- - - - -1— — J----------------------- - - - -1— — 1----------------------- - - - - -- - - - - - -- I h i i_ ____ ___ _______ 1 I _____________ I n n I r I n I I I I 16 x48 FTG • " I I M 36" SQ x 12 FTG L _ E I I I (6) #5 BOTTOM & #5 ®12 CROSS,4 I ELEV SHAFT - SEE I r _ _ J 36" SQ x 12 FTG #4012 EW T & B I I STEP DOWN TO ELEV PIT SECT B /S3 1 1 I #4012 EW T & B 12 "0 COL 3 LOC o •" 3'14" Sl I n I I 1 1 -6 0 1 -6 I THICKEN ELEV SLAB TO 16 FOR 4 WIDTH _ _ a I 8" SH WALL 3' 4" = 12 "0 COL 3 LOC SHEAR WALL I I 4 b 012 EW EACH FACE B "x10' LONG SHEAR WALL I (6) #5 BOTTOM #5012 CROSS - 1-- - - - - -- I o 0 FTG 48x24 w 6 7 BOTTOM I #4 ®12 EW EACH CE I I 7 TIP BARS EA END #4 012 EW EACH END /() # THIS PIT WALL SAME AS 1 # 4 #5 TOP, & #5 ®12 TIES I (2) #7 TIP BARS EA NO � _ _ 4 N (4) #7 TIP BARS FA FACE I I I SHEAR WALL, #4 ®12 EW I I I I , TYP 4 LOC 14' 0" 1 EXTEND TO FACE WALL 14•_ n EACH FACE, (4) #5 TOP & FRONT TIP I \ 14r_ . I rJ I I 1 , N I &INTO CROSS FIGS - TYP 3 LOC I ELEV SUMP THIS CORNER I 1XI\ 1 I \ I B I 1 i $l -- = I SIM - -- I I I I I SIM °j J I L_____ .� r_ —__ ___J I L_ - -___� _� r____ _J _. �� r_ .g ___J I I �- r -- -- 2 — — — �- --fl --� — — — — — r I I 3w I I I I - - - - - -- I I I I L___ _______ _ _____ J L___ _ _______ _____ ___J F1 r n I r n , n n L__ __J I n I N r " 4'-0" d` n 'f 4 -0 d` �f 4' -0" 4 -0 d` 4 -0 4' -0 L I F1 4 -0 4'-0 FTG 48x1 8x 24 w /(7) #5 BTTOM FTG 48x18x 24 w /(7) #5 BOTTOM FTG 48 FTG 22 w /(7) #5 BOTTO -J \ 0) 4 #5 TOP - TYP 3 LOC 4 #5 TOP - TYP 3 LOC 4 #5 TOP t/ FLUSH w/ PIT 1 16' -0" 8' -0" 8' -0" —�I` 8' -0" 8' -0" - 6' -0" 8' -0" - 8' -0' 8' -0" 16' -0" j I f I V I 8 "x9' LONG SHEAR WALL D I 8 "x9' LONG SHEAR WALL SEE K /S2 FOR REINF j S1 i i SEE K /S2 FOR REINF HOOK VERTS PER E /S1 HOOK VERTS PER E /S1 1 F F'12 _ R ------ E3/—, _ _ ae— I — ?4 r el ------------------------ L I T "'--- - - - - -� I I F1 ------ - - - - -- -- "' IJ --I I------ - - - - -- ---------- - - - - -- I 11 I L- - - - - -J L J L - - - - -J 1 F1 1 L - -- - -J r n F1 F1 42'-0" FTG 36 "x36" w/ 6 #9 BOTTOM 42'-o" FiG 36 "x36" w/ 6 #9 BOTTOM I 1 16'-0"- I`- 11'-0" I 6 7 TOP, & #5 016 STIRRUPS I 6 7 TOP, & #5016 STIRRUPS I I - -" _J I 4" SLAB ON GRADE I ~ N I j OVER VB PER ARCH I D I #4024 OC EW I $1 I I I I I I I I 16' -0" 16' -0" -16' D" * 16' -0" 16' 0" * 16' -O' 1 ' -0" 16' -0" * 16' 0" 16' -0" 16' -0" ii ___�i I ____ I � i _ I i —__ � I I r_ -. "bsl �i ___�I i —__ y I I 'S I I I I I I I I F1 I I I I I I I A I I I I F1 I F1 I I F1 I F1 I I I L__ J J L ----- J L_____J L_____J L- - - - - -J L ----- J L_____J L_____J L_____J I S2 F1 F1 /FTG 6' -3 SQ x 12" F1 F1 F1 I I (6) #5 EW BOTTOM 1�Ip . I , l I 1 I I I I m 8 "x42' LONG SHEAR WALL I i 2 -4 " SEE L /S2 FOR REINF " I " pl " I " C 3 -0 HOOK VERTS PER E /S1 3 -0 19 -2 G /S1 2 -0 4 -0 4•_0" 2' -0" 19' -6" G /S1 1 S1 12" WIDE WALL 4" * 5' -0" FTG 5' SQ 4" " '� 5'-0' '� FTG 5' SQ I " 3 -6" x 24' HIGH TYP 3' -6 "1 I 2" A -B 3 -6° - L X 10° (5) #5 EW - 3 -6- ------- - - - - -- - - - - -- T - = X 10' (5) #5 ------ - - - - -- - - — - -- - 2 __ _______________ __ _ _ _ —___ F ____________ __ F __________ 1 t" i I I ___ — —� I ?i r -- — — — -- I _ I_ I L I I_ _I _ I_ -t- - ------ - - - - -- - - -- ---------- - - - - -- L---- - - - -& —J L---- - - - - -J r — - -i L--- - - -� —J L--- - - - - -J - - -- 4 = t t 8 "x42' LONG SHEAR WALL 16' -O" 24' -0" 3j" 16' -0" 16' -0" 18' -3" 11' -9" 16' -0" 16' -0" 21' -0" 19' -0" 8 "x42' LONG SHEAR WALL SEE L /S2 FOR REINF SEE L /S2 FOR REINF G A G HOOK VERTS PER E /S1 HOOK VERTS PER E /S1 G SIM TO A S1 r• S1 TYP LOW SIDES I N 5= � vC, N 0 I 0 N 4 0 I N WHERE EXIST CONC FDN, DRILL 6 °x16" STEM WALLL L MIN FOOTING 8x & EPDXY THD ROD MIN 12' DEEP SEE SCHEDULE BELOW FOR AB, SILL SIZES, AND NAILING REQUIREMENTS TYP. SCHEDULED SHEAR WALL ELEVATION SCALE: NTS SHEAR WALL SCHEDULE WALL SHEATHING MIN SILL MIN ANCHOR PROVIDE STRUCT PL WASHER ON SHEAR WALL ANCHOR / DESIG & PERIM NAILING & PERIM NAILING BOLTS ® FDN PANEL JOINT P1_6 Sl EXCEPT 806 FTG 1/2 "0 0 48" " SINGLE 2x 8d 0 6" OC (2) #4 CONT LAP SINGLE PLATE ONTO BEAM MIN P1 -4 7/16 1 FACE SINGLE 2x PLATE 1/2 "0 0 24° "P" PLYWOOD OSB) SHEATHING 4 FT w/ 2 ROWS 16d 0 6" 8d 0 4" OC OR 5/8 "0 0 42" ING "G" GWB - SHEAR NAILED OR PROVIDE STRAP TIES WITH TOTAL RATING DOUBLE 2x PLATE 5/8 "0 0 24" N L NAIL 2x OR (1) DBL 2 ROWS 1 1 6d ®6" 1 - ONE FACE - INDICATED OF 2,000 POUNDS ___ _____ _ _� -- liT ----- ir===�= ------ = - T==�Tn {2 - BOTH FACES m n rT n n u un PANEL PERIMETER NAILING ni ni 8d 0 3" OC EA PANEL ❑ n u u n n u n un "'' un IN INCHES. FOR 8d NAILS ni ----- - -- - -m 11 i ( 2 n i x ;;PLATEN I, II Tin IIII P 1 -3 nm ;; IF;JO BM 11 ii ;; n ;;;; SHEAR WALL LEGEND 8d NAILS 0 PANEL PERIM ;1111 SPACE PER PLAN NOTE \1111 II 112 x 16" 1' 1 ;� F��L IIII nu 11111 11 II u 11 II n II ni 111; ST6224 OR 2 CS18 STRAPS ' WITH CAPACITY OF BASE " "' II JAMB STUDS PER PLAN " II II II SHEAR W IIII OF EACH END OF SHEAR WALL MIN. 2 0 HD, ' SUPPORTED ON WOOD FRAMING TYP iiiii H I I! ii NOYI E: ii I i;' OCK TL i EA I; NG JOINTS NAILING -8d ® 12" PANEL INT. W�RE I ICATEI SH R 1 LL I 8dOX PANEL PERIMETER & OPENI 1 I ; SIMPSON PHD -5 OR HTT -22 X PER PLAN, 6" MIN SPACING IIN1 II II 11 11 1111 5/80 A BOLT EMBEDDED 12" OR III SIMPSON A BOLT SSTB16 TYPICAL WHERE NOTED IIII L,� ____1L__ __11___ JL___1L_ LIB WHERE HD UPPER WHERE RIM PRESENT, EXTEND HD BOLTS THRU FLOOR OVER STL BM HOOK BAR EA HD WELD 2H NUT TO BEAM TO HD'S ON MAIN FLOOR, NAIL SHEATH TO (2) #4 SILL SAME SCHED AS WALL WHERE EXIST CONC FDN, DRILL 6 °x16" STEM WALLL L MIN FOOTING 8x & EPDXY THD ROD MIN 12' DEEP SEE SCHEDULE BELOW FOR AB, SILL SIZES, AND NAILING REQUIREMENTS TYP. SCHEDULED SHEAR WALL ELEVATION SCALE: NTS SHEAR WALL SCHEDULE WALL SHEATHING MIN SILL MIN ANCHOR PROVIDE STRUCT PL WASHER ON SHEAR WALL ANCHOR STUD AT DESIG & PERIM NAILING & PERIM NAILING BOLTS ® FDN PANEL JOINT P1_6 7/16 1 FACE SINGLE 2x PLATE 1/2 "0 0 48" " SINGLE 2x 8d 0 6" OC OR 5/8 "0 0 72" 77;;; P1 -4 7/16 1 FACE SINGLE 2x PLATE 1/2 "0 0 24° SINGLE 2x 8d 0 4" OC OR 5/8 "0 0 42" ING P1 -3 7/16 CDX 1 FACE DOUBLE 2x PLATE 5/8 "0 0 24" N L NAIL 2x OR (1) DBL 2 ROWS 1 1 6d ®6" 8d ® 3" OC OR 3/4 "0 0 36" = o) P2 -3 7/16 CDX 2 FACE DOUBLE 2x PLATE 3/4 "0 0 18" (2) 2x OR (1) 3x 8d 0 3" OC EA PANEL NAIL DBL 2 ROWS 16d ®6" IF DOUBLE PLATE, DIVIDE PERIMETER NAILING BETWEEN PLATES PROVIDE STRUCT PL WASHER ON SHEAR WALL ANCHOR BOLTS (NOT REQ 0 P1 -6) NORTH ANCHOR BOLTS PER dU� SHEAR WALL SCHEDULE\ TREATED SILL. CENTER 4" SLAB ON GRADE h N o � b /FFG TO BE MIN 18" BELOW GRADE (2) #4 CONT. TOP 8 FND WALL • #4 ® 16" VERT HOOK INTO FND 4" . I_— 8'x24" (3) #5 CONT � \UNDISTURBED SOIL NOTIFY ENGINEER IF SOFT CODITIONS ENC( A TYPICAL FOIU C S 1 SCALE: 1/2' = 1' -0' 4" SLAB ON GRADE / o) I iv 4" b /FTG TO BE MIN 18" BELOW GRADE Y" (4) #6 CONT. TOP #4 0 12 STIRRUP 2" CUR EA FACE 4" • ' -� 8 "x24" (3) #6 CONT UNDISTURBED SOIL NOTIFY ENGINEER IF SOFT CODITIONS ENCO SHEAR BASE FDN 1/2' = 1'- 24 LAP MIN #5® 1 r GR Ff L �v S1 WALL DESIGNED FOR PEDESTRIAN TRAFFIC WITH t /SIDEWALK FLUSH WITH FLOOR DO NOT BACKFILL MORE THAN 8' ABOVE j FOOTING WITHOUT TOP SLAB IN PLACE NO BASEMENT SLAB REQUIRED FOR DESIGN n ab 421 - #5 0 8" 12" r 2" CLEAR FROM BACK FACE �1' GRAVEL Ql�ft�j 4" PERF DRAIN SCALE:1 /4" = 1' -0" I I KEYWAY 6" LONG, 6" SPACE ID #4 VERTS INTO SLAB DECK 1.5" ONTO CONC #40121 1 \ CE el SIZE AND STOP &INF PER E SHEAR WALL S1 SCALE -1/2" = 1' -0" WHEN COL CL 0 8.5" PROVIDE PILASTER w /(4) #4 HOOKED VERTS & CLOSED #4 TIES ®6" OC 2 TIES ®2" AT TOP PL 1/2 x 5 1/2 x 9 ® TS40 - -- 11-0. 1 - PL 1/2 x 5 1/2 x 10 ®755x5 (2) 5/80 AB'`i 4 R • ❑• OI ----------- _ ------- PERIM COL BASE DTLS S SCALE:1 /2" = 1' -0" /-#4C(1!2) HO Z EA FACE 4 U BAR EA END HORZ BARS #4 VERT ®(12EA FACE- VERT BARS PER PLAN IP— \ ,,--<3 SIDES L5x3x3 /4x9' BEAM (2) 7/ __x 5' -0" BEAM POCKET W14x30 A193 GR 7� IN WALL 6 1 1/2'= GROUT 3( x BOLTS 3' GA I TYP F BEAM TO SHEAR WALL CONN S 1 SCALE:1 /2" = 1' -0" ROOF DL: 15 ROOF LL: 30 PSF. FLOOR DL: 60 PSF FLOOR LL: 85 PSF + 20 PARTITION. WIND: 80 MPH; EXP. B SEISMIC ZONE 3 R: 5.5 SOIL PROFILE: Sd 1 =1.0 V =.164 * W NOTES: GENERAL: All work shall comply with UBC97, State, & Local Codes SOILS: Design Soil bearing value 2,000 PSF, with 1/3 incr for W & S Passive pressure 300 PCF, allowable sliding coef 0.33. Soil prop based on UBC Table 18 -1 -A with 20% incr for adtl foot width or depth SUBGRADE: New footings to bear on undistrubed native soil. Fill below slabs shall be compacted to 95% maximum density. CONCRETE: Minimum 5 Sack /CY with maximum w/c ratio of 0.55, 3/4" maximum aggregate. Maximum slu " se water reducing agents to maintain w/c ratio at slu . f'c =3,000 psi. Place using mechanical vibration. Air Entrain all exterior Slabs & Aprons: Minimum 6 Sack /CY with maximum w/c ratio of 0.55, 3/4" maximum aggregate. Maximum slump 4 -1/2 ", use water reducing agents �5I to maintain w/c ratio at slump. f'c =480 pli'"lace using mechanical ,jvibration. Hard Trowel finish. Apply Cure /Seal �ithin .4 hours of placement. CONCRETE TESTING: None Required (p�� REINFORCEMENT: All reinforcement #4 and larger: Grade 60 unless noted. #3 reinforcement: Grade 40 or 60 . Provide comer bars at all corners. Lap reinforcement - Class B. Minimum cover. 3" to earth for footings, 1 -1/2" to earth for slabs. Exposed to weather 1 -1/2 ". Obtain reinforcement inspection prior to placing concrete { ANCHOR BOLTS: Anchor bolts shall be diam. indicated x min. 8 in. c�gE �f $I61 embedment. Cast in bolts shall have 3" hook or std. head. A36 or A307. Drilled in adhesive anchors embedded 7 -1/2" min. may be substituted. Adhesive anchor system shall be ICBO recognized. The following brands are preapproved- Rawl Chem -Stud, Hilb HVA, or Simpson ET. Stud to be A36 or A307. Install strictly per mfg. instructions. Cure anchors a minimum 24 hours before erecting steel. MASONRY: ALL WORK SHALL COMPLY WITH UBC97, CHAPTER 21. SPECIAL INSPECTION. ALL MASONRY UNITS SHALL BE 8 "x16" OF WIDTH INDICATED, PLACED IN RUNNING BOND WITH FULLY BEDDED JOINTS. UNITS SHALL MEET ASTM C90 TYPE 1, GRADE N, f'M =1,500 PSI MORTAR SHALL BE TYPE S WITH PROPORTIONS CONTROLLED BASED ON TABLE 21 -A OF THE UBC. PROPORTION GROUT PER TABLE 21 -B UBC BASED ON A 2,000 PSI DESIGN STRENGTH. REINFORCEMENT SHALL BE GRADE 60 STEEL, LAP REINFORCEMENT 48 x db MINIMUM. GROUT CELLS WITH REINF, STYROFOAM BEAD INSUL IN UNGROUTED CELLS EXTERIOR WALLS TO HAVE DRI -BLOCK ADDITIVE TO BLOCKS & MORTAR SEE ARCH DRAWINGS FOR COLOR & TEXTURE STRUCTURAL WOOD: Species & Grades as indicated: 2x4's stud grade, 2 x 6 and larger HF #2 or better. Glu -Lams: 24F -V4, DF /DF. Wood in contact with concrete shall be, pressure treated. Roof sheathing 1/2 COX, wall 7/16 CDX, Floor: 3/4" CDX plywood. Oriented Strand Board and other Structural Panels with same span rating may substitute for indicated plywood Engineered wood materials are based on Truss Joist McMillan products. Alternate manufacturers acceptable provided manufacturer verifies subsittute has equal or greater capacity based on code tests. TRUSS NOTES Design trusses for the loadings indicated. Dead loads included assumed truss dead loads. Uplift forces may be reduced by roof dead load, if "net" reduction taken. Trusses shall be designed and manufactured in accordance with the UBC97. Truss manufacturer is responsible for truss design including connection to supports. Supports are designed for indicated loads. Truss designer shall specify ties and hangers to spart the design loads. Obtain approval from Engineer for changes to uptruss framing directions, girder truss locations, or similar items that would affect the indicated truss supports. STRUCTURAL STEEL: MATERIALS: Shapes & Plates: A36, where noted as GR 50 provide 50 ksi yield strength; TUBES to be A500 GR B. All welding to be E70xx performed by AWS Certified Welders. Clamp materials snugly togeother before welding. Preheat & Post Heat per AWS D1.1 Shop prime new steel exposed to view, use primers compatible with finish paints. Concealed steel in areas dry after construction may be left unpainted. Bolts to be common machine bolts meeting SAE 2 or A307 unless noted as A325, then supply A325 -X (Bearing threads excluded) bolts UNLESS SC IDENTIFIED B. I I #4 &1VERT HORZ. !GRANULAR SOIL FILL (WELL DRAINING) C) #4 ® 12" 24 12" V GRAVEL DOWEL , - PERF DRAIN Lo SLAB ON GRADE (2) #4 HORZ 8 0 2' -0' g�ID LOW RETAINING WALL SECTION ,5 SCALE: 3/8" = 1' -0" ��.fP911� �o�oa of � REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN ISSUED FOR CONSTRUCTION PERMIT # =04-1 1 2 4 -1 IEXPIRES 5 -17 -2006 1 DWG. N0: S -1 FIELD BEND VERTS INTO SLAB. SEE TOP EDGE DETAIL FDN PLAN " 0 "''� (2) #4 TOP 77;;; #4 0 10 HORZ CENTER ING C. 11M IP = o) #5 ®12 VERT ANCHOR BOLTS PER dU� SHEAR WALL SCHEDULE\ TREATED SILL. CENTER 4" SLAB ON GRADE h N o � b /FFG TO BE MIN 18" BELOW GRADE (2) #4 CONT. TOP 8 FND WALL • #4 ® 16" VERT HOOK INTO FND 4" . I_— 8'x24" (3) #5 CONT � \UNDISTURBED SOIL NOTIFY ENGINEER IF SOFT CODITIONS ENC( A TYPICAL FOIU C S 1 SCALE: 1/2' = 1' -0' 4" SLAB ON GRADE / o) I iv 4" b /FTG TO BE MIN 18" BELOW GRADE Y" (4) #6 CONT. TOP #4 0 12 STIRRUP 2" CUR EA FACE 4" • ' -� 8 "x24" (3) #6 CONT UNDISTURBED SOIL NOTIFY ENGINEER IF SOFT CODITIONS ENCO SHEAR BASE FDN 1/2' = 1'- 24 LAP MIN #5® 1 r GR Ff L �v S1 WALL DESIGNED FOR PEDESTRIAN TRAFFIC WITH t /SIDEWALK FLUSH WITH FLOOR DO NOT BACKFILL MORE THAN 8' ABOVE j FOOTING WITHOUT TOP SLAB IN PLACE NO BASEMENT SLAB REQUIRED FOR DESIGN n ab 421 - #5 0 8" 12" r 2" CLEAR FROM BACK FACE �1' GRAVEL Ql�ft�j 4" PERF DRAIN SCALE:1 /4" = 1' -0" I I KEYWAY 6" LONG, 6" SPACE ID #4 VERTS INTO SLAB DECK 1.5" ONTO CONC #40121 1 \ CE el SIZE AND STOP &INF PER E SHEAR WALL S1 SCALE -1/2" = 1' -0" WHEN COL CL 0 8.5" PROVIDE PILASTER w /(4) #4 HOOKED VERTS & CLOSED #4 TIES ®6" OC 2 TIES ®2" AT TOP PL 1/2 x 5 1/2 x 9 ® TS40 - -- 11-0. 1 - PL 1/2 x 5 1/2 x 10 ®755x5 (2) 5/80 AB'`i 4 R • ❑• OI ----------- _ ------- PERIM COL BASE DTLS S SCALE:1 /2" = 1' -0" /-#4C(1!2) HO Z EA FACE 4 U BAR EA END HORZ BARS #4 VERT ®(12EA FACE- VERT BARS PER PLAN IP— \ ,,--<3 SIDES L5x3x3 /4x9' BEAM (2) 7/ __x 5' -0" BEAM POCKET W14x30 A193 GR 7� IN WALL 6 1 1/2'= GROUT 3( x BOLTS 3' GA I TYP F BEAM TO SHEAR WALL CONN S 1 SCALE:1 /2" = 1' -0" ROOF DL: 15 ROOF LL: 30 PSF. FLOOR DL: 60 PSF FLOOR LL: 85 PSF + 20 PARTITION. WIND: 80 MPH; EXP. B SEISMIC ZONE 3 R: 5.5 SOIL PROFILE: Sd 1 =1.0 V =.164 * W NOTES: GENERAL: All work shall comply with UBC97, State, & Local Codes SOILS: Design Soil bearing value 2,000 PSF, with 1/3 incr for W & S Passive pressure 300 PCF, allowable sliding coef 0.33. Soil prop based on UBC Table 18 -1 -A with 20% incr for adtl foot width or depth SUBGRADE: New footings to bear on undistrubed native soil. Fill below slabs shall be compacted to 95% maximum density. CONCRETE: Minimum 5 Sack /CY with maximum w/c ratio of 0.55, 3/4" maximum aggregate. Maximum slu " se water reducing agents to maintain w/c ratio at slu . f'c =3,000 psi. Place using mechanical vibration. Air Entrain all exterior Slabs & Aprons: Minimum 6 Sack /CY with maximum w/c ratio of 0.55, 3/4" maximum aggregate. Maximum slump 4 -1/2 ", use water reducing agents �5I to maintain w/c ratio at slump. f'c =480 pli'"lace using mechanical ,jvibration. Hard Trowel finish. Apply Cure /Seal �ithin .4 hours of placement. CONCRETE TESTING: None Required (p�� REINFORCEMENT: All reinforcement #4 and larger: Grade 60 unless noted. #3 reinforcement: Grade 40 or 60 . Provide comer bars at all corners. Lap reinforcement - Class B. Minimum cover. 3" to earth for footings, 1 -1/2" to earth for slabs. Exposed to weather 1 -1/2 ". Obtain reinforcement inspection prior to placing concrete { ANCHOR BOLTS: Anchor bolts shall be diam. indicated x min. 8 in. c�gE �f $I61 embedment. Cast in bolts shall have 3" hook or std. head. A36 or A307. Drilled in adhesive anchors embedded 7 -1/2" min. may be substituted. Adhesive anchor system shall be ICBO recognized. The following brands are preapproved- Rawl Chem -Stud, Hilb HVA, or Simpson ET. Stud to be A36 or A307. Install strictly per mfg. instructions. Cure anchors a minimum 24 hours before erecting steel. MASONRY: ALL WORK SHALL COMPLY WITH UBC97, CHAPTER 21. SPECIAL INSPECTION. ALL MASONRY UNITS SHALL BE 8 "x16" OF WIDTH INDICATED, PLACED IN RUNNING BOND WITH FULLY BEDDED JOINTS. UNITS SHALL MEET ASTM C90 TYPE 1, GRADE N, f'M =1,500 PSI MORTAR SHALL BE TYPE S WITH PROPORTIONS CONTROLLED BASED ON TABLE 21 -A OF THE UBC. PROPORTION GROUT PER TABLE 21 -B UBC BASED ON A 2,000 PSI DESIGN STRENGTH. REINFORCEMENT SHALL BE GRADE 60 STEEL, LAP REINFORCEMENT 48 x db MINIMUM. GROUT CELLS WITH REINF, STYROFOAM BEAD INSUL IN UNGROUTED CELLS EXTERIOR WALLS TO HAVE DRI -BLOCK ADDITIVE TO BLOCKS & MORTAR SEE ARCH DRAWINGS FOR COLOR & TEXTURE STRUCTURAL WOOD: Species & Grades as indicated: 2x4's stud grade, 2 x 6 and larger HF #2 or better. Glu -Lams: 24F -V4, DF /DF. Wood in contact with concrete shall be, pressure treated. Roof sheathing 1/2 COX, wall 7/16 CDX, Floor: 3/4" CDX plywood. Oriented Strand Board and other Structural Panels with same span rating may substitute for indicated plywood Engineered wood materials are based on Truss Joist McMillan products. Alternate manufacturers acceptable provided manufacturer verifies subsittute has equal or greater capacity based on code tests. TRUSS NOTES Design trusses for the loadings indicated. Dead loads included assumed truss dead loads. Uplift forces may be reduced by roof dead load, if "net" reduction taken. Trusses shall be designed and manufactured in accordance with the UBC97. Truss manufacturer is responsible for truss design including connection to supports. Supports are designed for indicated loads. Truss designer shall specify ties and hangers to spart the design loads. Obtain approval from Engineer for changes to uptruss framing directions, girder truss locations, or similar items that would affect the indicated truss supports. STRUCTURAL STEEL: MATERIALS: Shapes & Plates: A36, where noted as GR 50 provide 50 ksi yield strength; TUBES to be A500 GR B. All welding to be E70xx performed by AWS Certified Welders. Clamp materials snugly togeother before welding. Preheat & Post Heat per AWS D1.1 Shop prime new steel exposed to view, use primers compatible with finish paints. Concealed steel in areas dry after construction may be left unpainted. Bolts to be common machine bolts meeting SAE 2 or A307 unless noted as A325, then supply A325 -X (Bearing threads excluded) bolts UNLESS SC IDENTIFIED B. I I #4 &1VERT HORZ. !GRANULAR SOIL FILL (WELL DRAINING) C) #4 ® 12" 24 12" V GRAVEL DOWEL , - PERF DRAIN Lo SLAB ON GRADE (2) #4 HORZ 8 0 2' -0' g�ID LOW RETAINING WALL SECTION ,5 SCALE: 3/8" = 1' -0" ��.fP911� �o�oa of � REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN ISSUED FOR CONSTRUCTION PERMIT # =04-1 1 2 4 -1 IEXPIRES 5 -17 -2006 1 DWG. N0: S -1 5 0 B' -0" = 40' -0" CL COL X Bill` CL BM ROUND PIER LARGER THAN COL B PL, (4) #4 VERT MAX 12" HT, MAY OMIT IF FTG to x m Q W1 8x35 to x tD E N W1 8x35 t4 IN to ED N tD N ED t= C D 174' -0" 4 0 6' -0" = 32' -0" 30' -0" 4 0 8' -0" = 32' -0" TI S2 3 0 8' -0" = 24' -0° ------- T 6' -0" II I I E J m =� = = =0 P1 -3 II N to-- =_:.� 3 1 3 V1 x [O 3 x m x TYP EXT II u u cD to x 17D � to m THIS ELEV RATING m I EA END 3/16 r. !! 3 PROVIDE PHD -2 EA JAMB O co 4:14 N 4 ,m () 3 40 A325 BOLTS / 3 it it SHEET TO EA BEAM, BUTTON M I + N I- 2 PER OPNG I x 1 1 N CO I , I N x com W1 8x35 , to t - FIELD SHOP M I) � lop " 3 � II W- 1- 2x-1- 4 \ W1 - 7 ° G /S2 IM — 17D �' N t__ � - - - -- - -- - -- -- - - - - -- - -- -- to x 0 ! x m L N x N x 'I co x 17D x 170 x I N x cq 170 x x M II I N B IL m N Lf- tD Ir - = to -x to t! 17D O !I 3 174 to tp N 174 x to p N m , D to 3 3 at 14 to 1 f J z t4 ! I PROVIDE 2K, 3T tD 17D n 3 tp I, a t0 cD !I I 0 B4 JAI ABS N u to Ii IF m I, x i' ED x " to IN x m KtD " cD ED ED co cD 3 i I j u> ail Ali 3 o 3 „ W1 8x35 -1 it it - it — -- 0 CD ii; m, m i1 11 3 SPAN- AVOID SINGLE SPAN CONDITION MOST DIM FOR !i II 11 ry h II II q 11 o n II co N tD t'= =-it= ROUND PIER LARGER THAN COL B PL, (4) #4 VERT MAX 12" HT, MAY OMIT IF FTG to x m Q W1 8x35 to x tD E N W1 8x35 t4 IN to ED N tD N ED t= C D 174' -0" 4 0 6' -0" = 32' -0" 30' -0" 4 0 8' -0" = 32' -0" TI S2 3 0 8' -0" = 24' -0° ------- T 6' -0" II I I E J m =� = = =0 P1 -3 II N to-- =_:.� 3 b 3 V1 x [O 3 x m x TYP EXT N u cD to x 17D � to m THIS ELEV RATING m I EA END 3/16 3 3 PROVIDE PHD -2 EA JAMB TYPICAL- MIN 3 SPAN CONT INSTALL TO OBTAIN MIN 500 co 4:14 N 4 ,m () 3 40 A325 BOLTS / 3 SHEET TO EA BEAM, BUTTON M I + NS ONLY I- 2 PER OPNG I x 1 1 N CO I , I CO - - W1 8x35 , FIELD FIELD SHOP M I) ` lop ROUND PIER LARGER THAN COL B PL, (4) #4 VERT MAX 12" HT, MAY OMIT IF FTG to x m Q W1 8x35 to x tD E N W1 8x35 t4 IN to ED N tD N ED t= C D 174' -0" 4 0 6' -0" = 32' -0" 30' -0" 4 0 8' -0" = 32' -0" TI S2 3 0 8' -0" = 24' -0° ------- T 6' -0" II I I E J m =� = = =0 it i! II t i It it N II co ab ° 3 II N to-- =_:.� 3 Q' =_ -_ fD N 170 3 F S1 4 LOC V1 x [O 3 tD x tD 3 u i N x (? cD II L._ _. 3 L II MIN c N x 3 Wl6 %26 u cD to x 17D I,il II 1714 II x 3 to 17D x to 3 W12 %14 .T -- --- - - - - -- , 11'_7» RATING W14x22 EA END 3/16 x 9 "" ANCHOR HD ABOVE TYPICAL- MIN 3 SPAN CONT INSTALL TO OBTAIN MIN 500 co 4:14 N 4 ,m () 3 40 A325 BOLTS / 3 SHEET TO EA BEAM, BUTTON PL1 2x3x3' -4" / NS ONLY I- 2 PER OPNG I x 1 1 N CO I , I CO - - h , FIELD FIELD SHOP NO REINF REQ PL 1/2 x 3 x 3' -4° ` lop " W1 3 ;W1835 W- 1- 2x-1- 4 \ W1 - 7 ° - — — 17D �' N t__ � - - - -- - -- - -- -- - - - - -- - -- -- to x 0 ! x m it N x N x 'I co x 17D x 170 x I N x cq 170 x x 3/16 FAR SIDE ONLY TYP 8' -0" BAY (SEE PLAN) I N B IL m N tD Ir - = to -x to t! 17D S2 !I 3 n to to to to to at 14 to 1 f J t4 ! I N t0 9 17141 tD 17D n 3 tp I, a t0 cD !I I N j N u to Ii IF -cD ED �' x Nh x i' ED x " to IN x m KtD " cD ED ED co cD 3 i I j u> ail Ali 3 u 3 u 3 „ it it it it !i i ii; i1 11 3 SPAN- AVOID SINGLE SPAN CONDITION MOST DIM FOR !i II 11 ry h II II q 11 I n II = "zP t'= =-it= W18x p 'J W18x3i II II �� 0 8' -0" = 40' -0" CL BM 21" CL COLS cD I 170 x N I 1714 X fD 3 1 3 1 3 (1 >r /S2 SIM W1 8x35 It ,I It I� WI N f0 t4 xl x N N cD cD I it li It It 1 I m m 7 ,� II W18x35 TYP GIRDER TO CL 4' -0" PROVIDE PHD -2 HD EA JAMB -- _ - , TS5x5x1 /4 1' -3" MIN 1' -0" MIN 3 /ts L2_4 100 60TH SIDES 4" LIGHT WEIGHT (120 PCF) 1' -6" WIT CONCRETE - 1 HR FIRE RATING W14x22 EA END 3/16 W1.4xw1.4 MESH 9 "" ANCHOR HD ABOVE TYPICAL- MIN 3 SPAN CONT INSTALL TO OBTAIN MIN 500 PLF TO STEEL BM N 4 ,m () 3 40 A325 BOLTS / 3 SHEET TO EA BEAM, BUTTON PL1 2x3x3' -4" / NS ONLY I- 2 PER OPNG I - - r _ - , FIELD FIELD SHOP NO REINF REQ PL 1/2 x 3 x 3' -4° ` HOLE HOLE HOLE IF SPACING MET 1. FIELD HOLES MAY BE LOCATED 6 "o PL 3/16 X 2 1/2 FAR SIDE ONLY TO SUIT AT ANY POINT IN BEAM NS ONLY - 2 PER OPNG PROVIDED SPACING MAINTAINED SYM ABOUT CL (D TYP W16x26 BEAM DETAIL $2 SCALE: 1/2" = 1' -0" S3 PROVIDE PENETRATIONS AT ALL INTERIOR BEAMS AND GIRDERS 7 1/4" SUSPENDED SLAB AT EXTERIOR BEAMS NO SHOP PER DETAIL HOLES REQUIRED, TYP FOR D & E GLB 5 -1/13 x 16 1/2 0 ROOF PROVIDE 2K, 3T 0 B4 JAMBS NO RECT DUCT 3 STUD BELOW PEN1 R THIS BAY POST ABV OPT JOINT OVER COL PREFER MIN 2 SPAN BEAMS r-� I I 1•� PR LSTA21 STRAPS 3 AT BM SPLICE 3/16 rl f l / (4) 5/80 x 4" LAGS PL 1/2� 1 "� 2-6" 2' -6° 1' -6" 10° 10° to' 60tH sioEs CL TO FACE 3" 1' -6" 6 "0 9" 3 /ts 2 -a EA END PL 1/2 x 6 x 9 TABS OR PL 1/2 x 6 x 10 AT FABR OPTION m 3/ts 2-4 (4) 3/44 A325 BOLTS 7j" i NOTE 1 PL 1/2 x 6 x 10 PL 3/16 X 2 1/2 I, _ =.3 ° _ _ _ _ _.__� ° _ _ _..7 ° ° _ _ _ _ _ _ _ _ _ qF= it I II It it 17D N II 1 II II II ,; 04 it to to SHEAR TAB 3/8 x 3 1/2 ° ° ^ d ° c _ _ _ _ _ _ _ — _ _ _ .� .. d I tD , [14 x N N t4 N N N " co 17 N N x x it x co 11 x i x " N " ID " N m " x x x x 1 1/2 BM END DIST �r (2) 5/8 "0 A325 BOLTS ! co ID I, (4 x t x I I(14 to tt to I to � I to I x i x x I I tD to „ �- ° ° PL 1 4x5x t4 N i' x x II x ii x It I I� ❑ 3 II 3 ; 3 II II to II (4 II 3 " 3 3 3 / N x �; �_ i' _� ,I 3 i� 3 I 13 3 II 3 II II 3 II 3 II 3 fl tl EXTEND TAB END TO BIO -" 11 I I , II II II II i I, II N m Ito 3 !! 3 3 ii 3 !I 3 p ;I c.= .== = =_ --1 r.___..C.0 LL..J II II 11 II ,I I, I! ' m FLG AT COL TYP T�t A325 BOLTS 3 I� II !' II II ii II II II II tl I, 11 " EXTEND 16' 8" OVER' C L n i 3/16 " FOR W16 CO JN - 2 LO " " " + it x7 — W16 x35 !! 5 W16x35 �� "�'' !i �� ii ' ii W18X35 i! ti _ —r —_ Wt6x26 W16x26 W16x26 W16 26 W16x26 .t TS 5x5 Slld AT TS4X4 _ _ _ _ _ _ _ _ _ _ W16x26 W18x35 '1- B3 I - 1-i -1- - T� I- T_1- I- ,, -B2�2- - - F TYP W16 CONN DETAIL B2 B2 82 62 B2 I %1 1�-1 —T I T� ITS P`. I 82 B2 2 t_�_� - - -- - �1- - 1 - -1d�- - -- --- `J--- J--- J'2- 1--- u--- J--- JB21 -- `; := --- L--- L - - -LB 1 - -- -- �_ t _t i S2 SCALE: 1/2" = i' -0° - --- L- - -� - -- 162 - ~ -� � � B21 - -- - -- - -- -° P1 -4 ez? 1 I` H BEAM SCHEDULE TYP EXT � 2x10 RAFTERS 0 24 S2 B1 4x10 DF 2 THIS ELEV 7/16" SHEATH TYP ROOFS B2 400 DF2 PROVIDE PHD -2 HD EA JAMB -- _ - , TS5x5x1 /4 r W12x14 _ __ _ _ _ _ _ _ 4" LIGHT WEIGHT (120 PCF) OR 5" NORMAL WIT CONCRETE - 1 HR FIRE RATING W14x22 1.5" 20 GA B -DECK 6x6 x W1.4xw1.4 MESH ANCHOR HD ABOVE TYPICAL- MIN 3 SPAN CONT INSTALL TO OBTAIN MIN 500 PLF TO STEEL BM N 4 ,m () 3 40 A325 BOLTS / 3 SHEET TO EA BEAM, BUTTON PL1 2x3x3' -4" / NS ONLY I- 2 PER OPNG I - - r _ - , 7 ° L 174 17D �' N t__ to a� ' to I' x_- '' -: to x 0 ! x m N x N x 174 N co x 17D x 170 x N cD N x cq 170 x x 3/16 FAR SIDE ONLY TYP 8' -0" BAY (SEE PLAN) IL m N tD Ir - = to -x to t! 17D !I 3 to to to to to t4 14 to 1 M 3 3 i 3 3 3 !' 3 ;' 3 3 3 3 3 3 3 3 3 3 DETAIL CENTER GIRDERS TO BE 2 SPAN OR VARY BOTTOM „ it it it it 3 SPAN- AVOID SINGLE SPAN CONDITION MOST DIM FOR = "zP t'= =-it= AT CONT BM USE PR SHEAR TABS, AT JOINT MILL TOL USE SINGLE END PL ON W18 AS PR TABS - -j' n n W405 ! ;; n W18%35 TYP 5 W78x35 Pt -3 TYP EXT THI$ LEV eTYP W18 x 35 BEAM &COL DETAIL S2 SCALE: 1/2" = 1' -0" it It II PROVIDE PHD -2 HD EA JAMB F N $2 !. it it S2 m (3) 7/80 A325 2" 2" W16 BM ,! I It i, it �! 15/160 OR SHORT it HORZ SLOT HOLE 1• PL 1/4x6x10 1/ I, _ =.3 ° _ _ _ _ _.__� ° _ _ _..7 ° ° _ _ _ _ _ _ _ _ _ qF= it I II It it 17D N II 1 II II II ,; 04 it to to SHEAR TAB 3/8 x 3 1/2 ° ° ^ d ° c _ _ _ _ _ _ _ — _ _ _ .� .. d I tD , [14 x N N t4 N N N " co 17 N N x x it x co 11 x i x " N " ID " N m " x x x x 1 1/2 BM END DIST �r (2) 5/8 "0 A325 BOLTS ! co ID I, (4 x t x I I(14 to tt to I to � I to I x i x x I I tD to „ �- ° ° PL 1 4x5x t4 N i' x x II x ii x It I I� ❑ 3 II 3 ; 3 II II to II (4 II 3 " 3 3 3 / N x �; �_ i' _� ,I 3 i� 3 I 13 3 II 3 II II 3 II 3 II 3 fl tl EXTEND TAB END TO BIO -" 11 I I , II II II II i I, II N m Ito 3 !! 3 3 ii 3 !I 3 p ;I c.= .== = =_ --1 r.___..C.0 LL..J II II 11 II ,I I, I! ' m FLG AT COL TYP T�t A325 BOLTS 3 I� II !' II II ii II II II II tl I, 11 " EXTEND 16' 8" OVER' C L n i 3/16 " FOR W16 CO JN - 2 LO " " " + it x7 — W16 x35 !! 5 W16x35 �� "�'' !i �� ii ' ii W18X35 i! ti _ —r —_ Wt6x26 W16x26 W16x26 W16 26 W16x26 .t TS 5x5 Slld AT TS4X4 _ _ _ _ _ _ _ _ _ _ W16x26 W18x35 '1- B3 I - 1-i -1- - T� I- T_1- I- ,, -B2�2- - - F TYP W16 CONN DETAIL B2 B2 82 62 B2 I %1 1�-1 —T I T� ITS P`. I 82 B2 2 t_�_� - - -- - �1- - 1 - -1d�- - -- --- `J--- J--- J'2- 1--- u--- J--- JB21 -- `; := --- L--- L - - -LB 1 - -- -- �_ t _t i S2 SCALE: 1/2" = i' -0° - --- L- - -� - -- 162 - ~ -� � � B21 - -- - -- - -- -° P1 -4 ez? 1 I` H BEAM SCHEDULE TYP EXT � 2x10 RAFTERS 0 24 S2 B1 4x10 DF 2 THIS ELEV 7/16" SHEATH TYP ROOFS B2 400 DF2 PROVIDE PHD -2 HD EA JAMB TS5x5x1 /4 TS4x4x3/16 4" LIGHT WEIGHT (120 PCF) OR 5" NORMAL WIT CONCRETE - 1 HR FIRE RATING W14x22 1.5" 20 GA B -DECK 6x6 x W1.4xw1.4 MESH ANCHOR HD ABOVE TYPICAL- MIN 3 SPAN CONT INSTALL TO OBTAIN MIN 500 PLF TO STEEL BM DIAPHRAGM SHEAR. 7 PUDDLE WELDS SHEET TO EA BEAM, BUTTON PUNCH OR SEAM WELD 0 24" OC P1 -4 ez? 1 I` H BEAM SCHEDULE TYP EXT � 2x10 RAFTERS 0 24 S2 B1 4x10 DF 2 THIS ELEV 7/16" SHEATH TYP ROOFS B2 400 DF2 PL 1/2x10x10 5/8 "0 A BOLTS 11 I /w/(4) 1 1/2" GROUT SLAB ON GRADE / • J In MAY USE EPDXY ANCHORS EMBEDDED MIN 8" FOOTING SEE PLAN A COLUMN BASE DETAIL S 2 SCALE: 3/4" = 1' -0" NORTH 1 3/4" COPE AS REQ '�'� PL 3/8 °x 3 SHEAR TAB 1 1/4" BEAM ° W10 & LESS 2 BOLTS END CLEAR W12 & W14 3 BOLTS W16 & W18 - 4 BOLTS ALL BOLTS 3/4 "0 A325 -X HOLES MAY BE SSH GIRDER BM 3" TYPICAL GAGE. THIS IS A GENERIC BEAM CONN DETAIL. AT TYPICAL W16 FLOOR BEAMS MAY USE THE ABOVE BOLTING AT FABRICATORS OPTION OR THE 3 BOLT TAB WITH 40 SPACING. EXTEND TAB TO BOTTOM FLANGE WHERE CONNECTION OVER COLUMN. G , TYP BEAM TO GIRDER CONN SCALE: 3/4" = 1' -0" FILL POCKET w /CONCRETE .EDGE FORM OR L5 :DGE BEAM 2 3/4" AT CONTRACTOR'S OPTION SLAB EDGE MAY BE FORMED WITHOUT PERMANENT FORM SECOND FLOOR EDGE BEAM S2 SCALE: 3/4" = 1' -0" B36 FORM DECK —BEAM 7BEAM CKET - 8 " x 16" GROUT 8" CONCRETE WALL (2) 5/8 x8" A BOLTS 3° GA T1'P GCONC WALL /BEAM DETAIL SCALE: 1/2" = V -0" B3 GLB 3 -1/8 x 9 B4 GLB 5 -1/8 x 12 OR LVL 5 -1/4 x 11 7/8 UPPER FLOOR PLAN SCALE: 1/8" = 1 > -O >' THD RODS DRILL &1 EPDXY MIN 10" INTO COL O O TYP EA END CONT CS16 STRAP w/ 10d JOIST NAIL 0 6" 1 1/2" GROUT TO 2x6, 0.145 PAF OR #10 SELF DRILL IN AREA OF AB'S I SEE PIER PLAN FOR REINF 2x6 PLATE SCREW TO BM 0 9" OC 3" 3° 6" METAL DECK SLAB 7/16x4" OSB T6- 8' -0" �6" CONT SHIM ° - � -� -, FRAME EXT WALIL� W16 BMS � #4012" EF #4010" HORZ EF 4° (4) #7 EA END °� #3 0 10" O.C. SO TOP PLATE 0 TO +1/8 ° 3CLR 3 TIES 0 2° TOP ABOVE T /STEEL ,,�� DBL TOP PL W16 OR W18 3GLR• 1CLR 4" " Q LL DOWELS TO BE HOOKED INTO FDN ° EXTERIOR WOOD 'NALL TO FLOOR DTL SHEAR WALL -0 CONT BEAM $2 SCALE: 112' = V -0' SCALE 1/2" = 1' -0" 2 BOLT SHEAR TAB W16 IN CASE WHERE IT AB'S FOR UPPER WOOD EXTENDS OVER SHOWN WALL - EXTEND MIN 3" THD RODS, DRILL &1 EPDXY o f PROVIDE TYP CONN WHERE NOT EXT OVER INTO MAIN CONC, MAY BE EXP BOLTS MIN 10" INTO COL (4) 5/80 ANCHOR BOLTS HD'S TO BE ANCHORED WITH EPDXY ANCHORS \ \\ EPDXY MIN 6" INTO WALL EMBED MIN B" INTO WALL GROUT 1 1/2" GROUT T� -- - - - -- 3, 16 "I 4" _ FIELD BEND #4012" FROM SEE PIER PLAN FOR REINF t WALL INTO METAL DECK SLAB ALL DOWELS TO BE HOOKED INTO FDN #4010" HORZ EF #4012" EF 4" (4) #6 EA END / R #3 0 10" O.C. CONC WALL SEE B /S1 3QL" 3 TIES 0 2" TOP 3/4" 1 3/4" " CCLR CLR 3' -6" CONC WALL /FLOOR SLAB DETAIL S2 SCALE: 112° = 1' -D' SHEAR WALL TO CONT BEAM $2 SCALE: 1/2" = 1'-0" BEND #4 VERTS INTO SLAB j�SEGMENTED KEYWAY 6" LONG, 6" SPACE 8" WALL #4 0 12 EW CH FACE, STOP IS FACE AT KEYWAY SHEAR WALL TO CONT BEAM $2 SCALE: 1/2" = V -0" BM /COL ® END WALL $2 SCALE: 3/4" = 1' -0" REFER TO ARCHITECTURAL 9 ` C� m ? DRAWINGS FOR INFORMATION � NOT SHOWN 9 t ISSUED FOR �SSIONAL� CONSTRUCTION EXPIRES 5 -17 -2006 PERMIT EI0 4 -1 12 4 -1 DWG. NO: S -2 '3�D'OI�N I PROVIDE PHD -2 HD EA JAMB TS5x5x1 /4 TS4x4x3/16 4" LIGHT WEIGHT (120 PCF) OR 5" NORMAL WIT CONCRETE - 1 HR FIRE RATING W14x22 1.5" 20 GA B -DECK 6x6 x W1.4xw1.4 MESH ANCHOR HD ABOVE TYPICAL- MIN 3 SPAN CONT INSTALL TO OBTAIN MIN 500 PLF TO STEEL BM DIAPHRAGM SHEAR. 7 PUDDLE WELDS SHEET TO EA BEAM, BUTTON PUNCH OR SEAM WELD 0 24" OC PL 1/2x10x10 5/8 "0 A BOLTS 11 I /w/(4) 1 1/2" GROUT SLAB ON GRADE / • J In MAY USE EPDXY ANCHORS EMBEDDED MIN 8" FOOTING SEE PLAN A COLUMN BASE DETAIL S 2 SCALE: 3/4" = 1' -0" NORTH 1 3/4" COPE AS REQ '�'� PL 3/8 °x 3 SHEAR TAB 1 1/4" BEAM ° W10 & LESS 2 BOLTS END CLEAR W12 & W14 3 BOLTS W16 & W18 - 4 BOLTS ALL BOLTS 3/4 "0 A325 -X HOLES MAY BE SSH GIRDER BM 3" TYPICAL GAGE. THIS IS A GENERIC BEAM CONN DETAIL. AT TYPICAL W16 FLOOR BEAMS MAY USE THE ABOVE BOLTING AT FABRICATORS OPTION OR THE 3 BOLT TAB WITH 40 SPACING. EXTEND TAB TO BOTTOM FLANGE WHERE CONNECTION OVER COLUMN. G , TYP BEAM TO GIRDER CONN SCALE: 3/4" = 1' -0" FILL POCKET w /CONCRETE .EDGE FORM OR L5 :DGE BEAM 2 3/4" AT CONTRACTOR'S OPTION SLAB EDGE MAY BE FORMED WITHOUT PERMANENT FORM SECOND FLOOR EDGE BEAM S2 SCALE: 3/4" = 1' -0" B36 FORM DECK —BEAM 7BEAM CKET - 8 " x 16" GROUT 8" CONCRETE WALL (2) 5/8 x8" A BOLTS 3° GA T1'P GCONC WALL /BEAM DETAIL SCALE: 1/2" = V -0" B3 GLB 3 -1/8 x 9 B4 GLB 5 -1/8 x 12 OR LVL 5 -1/4 x 11 7/8 UPPER FLOOR PLAN SCALE: 1/8" = 1 > -O >' THD RODS DRILL &1 EPDXY MIN 10" INTO COL O O TYP EA END CONT CS16 STRAP w/ 10d JOIST NAIL 0 6" 1 1/2" GROUT TO 2x6, 0.145 PAF OR #10 SELF DRILL IN AREA OF AB'S I SEE PIER PLAN FOR REINF 2x6 PLATE SCREW TO BM 0 9" OC 3" 3° 6" METAL DECK SLAB 7/16x4" OSB T6- 8' -0" �6" CONT SHIM ° - � -� -, FRAME EXT WALIL� W16 BMS � #4012" EF #4010" HORZ EF 4° (4) #7 EA END °� #3 0 10" O.C. SO TOP PLATE 0 TO +1/8 ° 3CLR 3 TIES 0 2° TOP ABOVE T /STEEL ,,�� DBL TOP PL W16 OR W18 3GLR• 1CLR 4" " Q LL DOWELS TO BE HOOKED INTO FDN ° EXTERIOR WOOD 'NALL TO FLOOR DTL SHEAR WALL -0 CONT BEAM $2 SCALE: 112' = V -0' SCALE 1/2" = 1' -0" 2 BOLT SHEAR TAB W16 IN CASE WHERE IT AB'S FOR UPPER WOOD EXTENDS OVER SHOWN WALL - EXTEND MIN 3" THD RODS, DRILL &1 EPDXY o f PROVIDE TYP CONN WHERE NOT EXT OVER INTO MAIN CONC, MAY BE EXP BOLTS MIN 10" INTO COL (4) 5/80 ANCHOR BOLTS HD'S TO BE ANCHORED WITH EPDXY ANCHORS \ \\ EPDXY MIN 6" INTO WALL EMBED MIN B" INTO WALL GROUT 1 1/2" GROUT T� -- - - - -- 3, 16 "I 4" _ FIELD BEND #4012" FROM SEE PIER PLAN FOR REINF t WALL INTO METAL DECK SLAB ALL DOWELS TO BE HOOKED INTO FDN #4010" HORZ EF #4012" EF 4" (4) #6 EA END / R #3 0 10" O.C. CONC WALL SEE B /S1 3QL" 3 TIES 0 2" TOP 3/4" 1 3/4" " CCLR CLR 3' -6" CONC WALL /FLOOR SLAB DETAIL S2 SCALE: 112° = 1' -D' SHEAR WALL TO CONT BEAM $2 SCALE: 1/2" = 1'-0" BEND #4 VERTS INTO SLAB j�SEGMENTED KEYWAY 6" LONG, 6" SPACE 8" WALL #4 0 12 EW CH FACE, STOP IS FACE AT KEYWAY SHEAR WALL TO CONT BEAM $2 SCALE: 1/2" = V -0" BM /COL ® END WALL $2 SCALE: 3/4" = 1' -0" REFER TO ARCHITECTURAL 9 ` C� m ? DRAWINGS FOR INFORMATION � NOT SHOWN 9 t ISSUED FOR �SSIONAL� CONSTRUCTION EXPIRES 5 -17 -2006 PERMIT EI0 4 -1 12 4 -1 DWG. NO: S -2 '3�D'OI�N I BEND #4 VERTS INTO SLAB j�SEGMENTED KEYWAY 6" LONG, 6" SPACE 8" WALL #4 0 12 EW CH FACE, STOP IS FACE AT KEYWAY SHEAR WALL TO CONT BEAM $2 SCALE: 1/2" = V -0" BM /COL ® END WALL $2 SCALE: 3/4" = 1' -0" REFER TO ARCHITECTURAL 9 ` C� m ? DRAWINGS FOR INFORMATION � NOT SHOWN 9 t ISSUED FOR �SSIONAL� CONSTRUCTION EXPIRES 5 -17 -2006 PERMIT EI0 4 -1 12 4 -1 DWG. NO: S -2 '3�D'OI�N I PROVIDE 2K, 3T 0 B4 JAMBS P1-3 TYP EXT THIS ELEV EITHER BLOCK WALL AT WINDOW SILL & NAIL PC FROM 1ST TO 2ND Bd @, PANEL PERIMETER OR PI ST AT EACH JAMB POST Epl-41 ALL HD'S ON A, 1 & F MFG WOOD TRUSS ® 24" OC 7/16 ROOF SHEATHING C /S3 12 00 I 4 SEE ARCH io I 23' -0"— TRUSS 0 24" OC ATTACH TO TOP PL w/ 4 TOE NAILS & SIMPSON Ht, ATTACH TO LEDGER w/ HGR BY TRUSS MFG FTG PER PLAN 2x8 LEDGER ON OUTSIDE OF SHEATH r (4) 16d EA STUD 1/2 "0 LAG 0 32" OC STEEL GIRDER 1 HR FIRE PROTECTION D /S3 12 —�1 1 HR RATED METAL PAN CONCRETE SLAB - SEE PLAN FTG PER PLAN eHALF SECTION ® WELL SCALE 3/16 " =1' -0" COL IS # WALL STUDS NORTH HD PER SHEAR WALL DETAIL ROOF PLAN CS18 STRAPS TO STUD IN WALL BELOW SCALE: 1/8" = 1' -0" TS4x4x3 /16 0 c I O M ALT. DESIGN TRUSS TO HAVE BC CUT OUT OVER ELEVATOR SHAFT WITH SHAFT WALLS AS BEARING 2x6 0 24" FRAMING OVER ELEV SHAFT 6x10 RAIL GUIDE POST FROM FDN TO TOP OF SHAFT CB66 EA POST TO FDN 26016 BEARING WALL SHEATH PER P1 -4 DETAILS INTERMITTENT BEAMS W16 NO FIRE PROTECTION 2x6 ®16 BEARING WALL SHEATH PER P1 -4 DETAILS W18 GIRDER - 1 HR PROTECTION PER UL LISTED METHOD 8" NOM WALL #4 0 12" HORZ PROVIDE CORNER BARS 4" OR 5" SQ STEEL COL #4 012" VERT INTEGRAL w /MAT BAR 1 HR FIRE PROTECTION PER CONC FILL VOID UL LISTED SYSTEM BASE SLAB 12" LARGER___--`[ THAN PIT OPNG 16" MIN LAP NR 1 I L ----- J PROVIDE 2K, 3T 0 B4 JAMBS P1 -3 TYP EXT THIS ELEV EITHER BLOCK WALL AT WINDOW SILL & '.TAIL PORTION FROM 1ST TO 2ND 803" PANEL PERIMETER OR PROVIDE ST AT EACH JAMB POST TYP 2K, 1T EA SIDE JAMB TYP EXT 2K, 2T CENTER JAMB OVERFRAMING RAFTER SCHIEDULE THIS ELEV EITHER BLOCK WALL AT R1 2x8 HF #2 ®24" OC - MAX HORZ SPAN 10' -0" WINDOW SILL & NAIL PORTION R2 2x6 HF #2 ® 24" OC - MAX HORZ SPAN 8' -0" FROM 1ST TO 2ND 803" OVERFRAMING SHALL HAVE A SILL ONTO THE EXIST ROOF BOARD SHEATHING, BOARD SHEATH PANEL PERIMETER OR PROVIDE SHALL REMAIN IN PLACE USE RAPIERS PER SCHEDULE ABOVE. POST BETWEEN NEW & OLD ST AT EACH JAMB POST RAFTERS WITH 2x6 WITH GUSSETS. PROVIDE 2x8 FLAT RUNNER BELOW POSTS & ALIGN POSTS OVER EXISTING RAFTERS. APPLY ONLY ONE POST PER EXISNNG RAFTER. W8x18 LIFT BEAM OVER SHAFT IF REQ BY ELEV MAX 5,000 LB UFT CAP, 2" CUR FROM CEIUNG,M 2 STUDS UNDER EACH END I � 1 SISTER TO TRUSS 6 16d NAILS EA SHEATH SHAFT SIDE ABOVE BC TYP 4 SIDES STEP BACK TO MAINTAIN FLUSH SHAFT 6x10 DF #2 AT ENTRANCE INFILL FRONT FACE - 2x4 OR 2x6 TO I SUIT ELEVATOR II I INFILL FRONT FACE 20 OR 2x6 TO SUIT ELEVATOR SILL SUPPORT BY T1— ELEV CONTRACTOR ISEE S1 - 1 WALL OF PIT REINF PER SHEAR WALL SCHED INTEGRATE SUMP IN SHEAR WALL FTG si eELEVATOR SHAFT SECTION SCALE 1/4 " =1' -0" 3/4 X 2 -1/2 GUTTER - STAMPED IN SLEEVE FOR DRAIN RAIL PER U.B.C. I M TS1.5X 1.5X3/16 ® 8 FT MAX SPACING 13/16 "0 HOLE THRU POST 2 LOC 7 #4 TOP 1.5" CUR BEAM SCHEDULE STRAP TIE TRUSS TO B1 400 DF 2 5' -4 TRUSS ST6236 OR EQUAL B2 400 DF 2 w/3430# CAP 0 133% B3 GLB 3 -1/8 x 9 B4 GLB 5 -1/8 x 12 OR LVL 5 -1/4 x 11 7/8 B5 GLB 5 -1/8 x 9 PHD -5 w/5/80 AB B6 GLB 5 -1/8 x 16 1/2 EMBED IN WALL OR BOLT THRU STEEL BEAM BELOW MFG WOOD TRUSS ® 24" OC 7/16 ROOF SHEATHING C /S3 12 00 I 4 SEE ARCH io I 23' -0"— TRUSS 0 24" OC ATTACH TO TOP PL w/ 4 TOE NAILS & SIMPSON Ht, ATTACH TO LEDGER w/ HGR BY TRUSS MFG FTG PER PLAN 2x8 LEDGER ON OUTSIDE OF SHEATH r (4) 16d EA STUD 1/2 "0 LAG 0 32" OC STEEL GIRDER 1 HR FIRE PROTECTION D /S3 12 —�1 1 HR RATED METAL PAN CONCRETE SLAB - SEE PLAN FTG PER PLAN eHALF SECTION ® WELL SCALE 3/16 " =1' -0" COL IS # WALL STUDS NORTH HD PER SHEAR WALL DETAIL ROOF PLAN CS18 STRAPS TO STUD IN WALL BELOW SCALE: 1/8" = 1' -0" TS4x4x3 /16 0 c I O M ALT. DESIGN TRUSS TO HAVE BC CUT OUT OVER ELEVATOR SHAFT WITH SHAFT WALLS AS BEARING 2x6 0 24" FRAMING OVER ELEV SHAFT 6x10 RAIL GUIDE POST FROM FDN TO TOP OF SHAFT CB66 EA POST TO FDN 26016 BEARING WALL SHEATH PER P1 -4 DETAILS INTERMITTENT BEAMS W16 NO FIRE PROTECTION 2x6 ®16 BEARING WALL SHEATH PER P1 -4 DETAILS W18 GIRDER - 1 HR PROTECTION PER UL LISTED METHOD 8" NOM WALL #4 0 12" HORZ PROVIDE CORNER BARS 4" OR 5" SQ STEEL COL #4 012" VERT INTEGRAL w /MAT BAR 1 HR FIRE PROTECTION PER CONC FILL VOID UL LISTED SYSTEM BASE SLAB 12" LARGER___--`[ THAN PIT OPNG 16" MIN LAP NR 1 I L ----- J PROVIDE 2K, 3T 0 B4 JAMBS P1 -3 TYP EXT THIS ELEV EITHER BLOCK WALL AT WINDOW SILL & '.TAIL PORTION FROM 1ST TO 2ND 803" PANEL PERIMETER OR PROVIDE ST AT EACH JAMB POST TYP 2K, 1T EA SIDE JAMB TYP EXT 2K, 2T CENTER JAMB OVERFRAMING RAFTER SCHIEDULE THIS ELEV EITHER BLOCK WALL AT R1 2x8 HF #2 ®24" OC - MAX HORZ SPAN 10' -0" WINDOW SILL & NAIL PORTION R2 2x6 HF #2 ® 24" OC - MAX HORZ SPAN 8' -0" FROM 1ST TO 2ND 803" OVERFRAMING SHALL HAVE A SILL ONTO THE EXIST ROOF BOARD SHEATHING, BOARD SHEATH PANEL PERIMETER OR PROVIDE SHALL REMAIN IN PLACE USE RAPIERS PER SCHEDULE ABOVE. POST BETWEEN NEW & OLD ST AT EACH JAMB POST RAFTERS WITH 2x6 WITH GUSSETS. PROVIDE 2x8 FLAT RUNNER BELOW POSTS & ALIGN POSTS OVER EXISTING RAFTERS. APPLY ONLY ONE POST PER EXISNNG RAFTER. W8x18 LIFT BEAM OVER SHAFT IF REQ BY ELEV MAX 5,000 LB UFT CAP, 2" CUR FROM CEIUNG,M 2 STUDS UNDER EACH END I � 1 SISTER TO TRUSS 6 16d NAILS EA SHEATH SHAFT SIDE ABOVE BC TYP 4 SIDES STEP BACK TO MAINTAIN FLUSH SHAFT 6x10 DF #2 AT ENTRANCE INFILL FRONT FACE - 2x4 OR 2x6 TO I SUIT ELEVATOR II I INFILL FRONT FACE 20 OR 2x6 TO SUIT ELEVATOR SILL SUPPORT BY T1— ELEV CONTRACTOR ISEE S1 - 1 WALL OF PIT REINF PER SHEAR WALL SCHED INTEGRATE SUMP IN SHEAR WALL FTG si eELEVATOR SHAFT SECTION SCALE 1/4 " =1' -0" 3/4 X 2 -1/2 GUTTER - STAMPED IN SLEEVE FOR DRAIN RAIL PER U.B.C. I M TS1.5X 1.5X3/16 ® 8 FT MAX SPACING 13/16 "0 HOLE THRU POST 2 LOC 7 #4 TOP 1.5" CUR eWALKWAY SECT S3 SCALE: 1/2" = 1' -0" 1 -1/2" CLR SEE SCHEDULE FOR SLAB 1 1/2" CLR r� 1" CLR " 15" V%4 N 3 WIRE WRAPS ® AN 00 0 30" LAP (6) i 15" a 0 GA SM00 H WIRE 4 PITCH OR 3 TIES 1' -0" 0 7/16" ROOF SHEATH 8d 0 6" OC TYP EA TRUSS 2x6 BLOCKING RIP TO SLOPE, CUT SNUG TO TRUSSES, 804" SHEATH TO BLOCK SHEAT 7/16 SHEATH NAIL 804" INSTALLED THRU TRUSSES MAY CUT VENT OPNGS MAX 12 "0 ® 2' MAY BE 16 "0 AT 4 FOOT SPACING 3" CONT. SCREENED VENT H1 CLIPS EA TRUSS GYP SOFFIT 2x6 STUDS 0 16" O.C. 7/16 SHEATING ALL EXT WALLS PER P1 -4 MINIMUM SCALE: 1/4" = 1' -0" 2x8 BLOCKING BEVEL TO FIT, 804" TO ROOF AND WELL WALL VENT NEAR RIDGE MAX 16" LONG EVERY 4' T1 -11 NAILED 8d ®6" (ALT LP SMARTPANEL SIDING 7/16 ") 2x4 BLOCKING 0 SHEATH JOINTS _ 4x CONT CANT, NAIL 16d ®8" THRU SHEATH TO BLOCKING EA SIDE TRUSSES 0 24" D.C.I j 2x4 BLOCKING BEIM TRUSS \ H1 CUP TYPICAL ABOVE SHEAR WALL ONLY eTYPIQAL ROOF WELL SECTION SCALE: 1/4" = 1' -D" 2x4 CONT BOTTOM CHORD OF TRU55 10d 04" SHEAR WALL TO �� IGd N G. O.C. HORZ & HORZ TO NAILER (2)2x TOP FIATE5 3/4 OSB OR 5/8 PLY LENGTH OF SHEAR WALL, BLOCK JOINTS 2x STUDS Q 16' O.C. SHEAR WALL SHEATHING IN ROOF FRAMING ONLY REQUIRED FOR LENGTH OF SHEAR WALL USE THIS DETAIL WHEN SHEAR WALL DOES NOT ALIGN WITH TRUSSES ABOVE. IF ALIGN ATTACH TRUSS TO DBL TOP PLATE WITH A35 CLIP 018" OC IF P1 -4 AND 12" OC IF P1 -3 SCALE: 3/4" = 1' -0" LB 5 -1/8 x 16 1/2 6 BM TO GLB INSIDE FACE 50 TOP PL TO GLB LVL SUPPORT BM w /PR ACE EACH END eCENTER BEAM © EXT WALL S3 SCALE: 1/4" = 1' -0" 2x BLOCK 50% OF LENGTH EA SIDE, NAIL TO VERT SHEATH BdO 6" TRUSS WITH MID #4 ®12 HORZ T & B HT BEARING, PR A35 CLIPS EACH TRUSS 7 #4 BOTTOM 1" CLR GAP 1/2" - 7/16 SHEATH DRILL & EPDXY INTO WALL 4" FROM SUPPORT TO ROOF SLAB 7 1/4" BY BLDG NAIL 8d06" TO ONE SIDE MAY REDUCE TO 6 1/2" BY EDGE �flZ NAIL 12d ®6" FAR SIDE y GLB 5 -1/8 x 16 1/2 VENT OLES MAY BE CUT IN r, 1r.T , , "„ a , e" ,,,, b /FLUSH WITH TRUSSES JI 11..!111}. IV Y V! TV VV eTRUSS TO STEEL GIRDER SCALE: 1/4" = 1' -0" 2 COATS CLEAR CONCRETE SEAL [PERMIT AD 0 4 ^ 1 12 e - REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN =14" CLR ISSUED FOR CONSTRUCTION eWALKWAY COL SEE PLAN FOR FOOTING h 5P'Olo of nAlt.'I 72% 1EXPIRES 5 -17 -2006 1 3' -4" 2' -0" 5' -4 eWALKWAY SECT S3 SCALE: 1/2" = 1' -0" 1 -1/2" CLR SEE SCHEDULE FOR SLAB 1 1/2" CLR r� 1" CLR " 15" V%4 N 3 WIRE WRAPS ® AN 00 0 30" LAP (6) i 15" a 0 GA SM00 H WIRE 4 PITCH OR 3 TIES 1' -0" 0 7/16" ROOF SHEATH 8d 0 6" OC TYP EA TRUSS 2x6 BLOCKING RIP TO SLOPE, CUT SNUG TO TRUSSES, 804" SHEATH TO BLOCK SHEAT 7/16 SHEATH NAIL 804" INSTALLED THRU TRUSSES MAY CUT VENT OPNGS MAX 12 "0 ® 2' MAY BE 16 "0 AT 4 FOOT SPACING 3" CONT. SCREENED VENT H1 CLIPS EA TRUSS GYP SOFFIT 2x6 STUDS 0 16" O.C. 7/16 SHEATING ALL EXT WALLS PER P1 -4 MINIMUM SCALE: 1/4" = 1' -0" 2x8 BLOCKING BEVEL TO FIT, 804" TO ROOF AND WELL WALL VENT NEAR RIDGE MAX 16" LONG EVERY 4' T1 -11 NAILED 8d ®6" (ALT LP SMARTPANEL SIDING 7/16 ") 2x4 BLOCKING 0 SHEATH JOINTS _ 4x CONT CANT, NAIL 16d ®8" THRU SHEATH TO BLOCKING EA SIDE TRUSSES 0 24" D.C.I j 2x4 BLOCKING BEIM TRUSS \ H1 CUP TYPICAL ABOVE SHEAR WALL ONLY eTYPIQAL ROOF WELL SECTION SCALE: 1/4" = 1' -D" 2x4 CONT BOTTOM CHORD OF TRU55 10d 04" SHEAR WALL TO �� IGd N G. O.C. HORZ & HORZ TO NAILER (2)2x TOP FIATE5 3/4 OSB OR 5/8 PLY LENGTH OF SHEAR WALL, BLOCK JOINTS 2x STUDS Q 16' O.C. SHEAR WALL SHEATHING IN ROOF FRAMING ONLY REQUIRED FOR LENGTH OF SHEAR WALL USE THIS DETAIL WHEN SHEAR WALL DOES NOT ALIGN WITH TRUSSES ABOVE. IF ALIGN ATTACH TRUSS TO DBL TOP PLATE WITH A35 CLIP 018" OC IF P1 -4 AND 12" OC IF P1 -3 SCALE: 3/4" = 1' -0" LB 5 -1/8 x 16 1/2 6 BM TO GLB INSIDE FACE 50 TOP PL TO GLB LVL SUPPORT BM w /PR ACE EACH END eCENTER BEAM © EXT WALL S3 SCALE: 1/4" = 1' -0" 2x BLOCK 50% OF LENGTH EA SIDE, NAIL TO VERT SHEATH BdO 6" TRUSS WITH MID #4 ®12 HORZ T & B HT BEARING, PR A35 CLIPS EACH TRUSS 7 #4 BOTTOM 1" CLR GAP 1/2" - 7/16 SHEATH DRILL & EPDXY INTO WALL 4" FROM SUPPORT TO ROOF SLAB 7 1/4" BY BLDG NAIL 8d06" TO ONE SIDE MAY REDUCE TO 6 1/2" BY EDGE �flZ NAIL 12d ®6" FAR SIDE y GLB 5 -1/8 x 16 1/2 VENT OLES MAY BE CUT IN r, 1r.T , , "„ a , e" ,,,, b /FLUSH WITH TRUSSES JI 11..!111}. IV Y V! TV VV eTRUSS TO STEEL GIRDER SCALE: 1/4" = 1' -0" 2 COATS CLEAR CONCRETE SEAL [PERMIT AD 0 4 ^ 1 12 e - REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN =14" CLR ISSUED FOR CONSTRUCTION eWALKWAY COL SEE PLAN FOR FOOTING h 5P'Olo of nAlt.'I 72% 1EXPIRES 5 -17 -2006 1 �l h`AY 21 nI L� CITY OF PORT TOWNSEND BCD O O An O O- O ca H NEW PORT TOWNSEND DSHS OFFICE, NORTH CALE: 1/811=11-011 ?LAN_ 12,524 SF - SoH /4032 A &IL-/ lib � A /� l�fG yrr l epm , 73 i-I'(, � � � ib itrD'-n + roe, k- 2� gu nM1 Ij-UZ D �v Contact the Building Department at 379.3206 prior to making changes or revisions to the approved plans NOTICE: Plans are approved excepting any errors or omissions, All work must pass Inspection In contormanoe with all apppcable ooda and regulations. � � L . t �,k�r�5£�r`, df _J .O s� .�.6TkT 3 -2 -r = lyppcFMr gb Te,,, n ice a Po. � _ /aeo ea-•, ALL WORK MUST COMPLY WIT 3 INTERNATIONAL MECHANICAL Q r �S ,ZzTtrt /seocF►'% #6 r_ Mr- ►�sQ�'�= F PERMIT LLD 0 4 -1 1 C-Fn" 04 P- 410VKS - Dint w„k 5e� L.'.+ t- LA L IqI TAK V1N1 ttr0.P SY pest o'X 4.1+1- D4.Ar- M Qfr,L stra? l oh s t 0aL D4cf pcAr—f r- 1f811 =1 t -Ott 11w FLOOR PLAN 2 f, -< T — ROOF OVER LOV FLOOR SOUTH EN Y_Y - 555 M1 FOL 4) - ROOF PLAN SCALE: 1/(5"= I' -0" NORTH PERMIT # --LD04 - 11212 -97-- � Wendy Ryan, Architect Notes: Scale: 1/8" A -4 ROOF PLAN Jun 16, 2004 00 O 00 U M U 00 00 U C) H o H V) 00 p� 4-) M n W M � 0 O Notes: Scale: 1/8" A -4 ROOF PLAN Jun 16, 2004 00 U 000 H V) Notes: Scale: 1/8" A -4 ROOF PLAN Jun 16, 2004 i i, 0 0 0 0 O- © © o 0 0 NEW PORT TOWNSEND DSHS OFFICE, NORTH E: 1/8"-l'-O" LAN- 12,524 SF a "ems '" 61V e+ roC' w , koo-1. 8 d�s t: r5 JS 'f'iTkT Contact the Building Department at 378.3208 prior to making changes or revisions to the approved plans To..► 1100 c p^ NOTICE: r ors Plans or omissions. Al work tjust peas Inspection in conformance with #3 ,� s- oe all applicable codes and regular ons. s eo c pry ALL WORK MUST COMPLY WITH INTERNATIONAL MECHANICAL C01 IE PERMIT # 'ILD 0 4 CFn" of R'40 -+S D%AL+ o~k- Se" W, +t, U11w It T1 K VIA1 t +ra` S% l ?•r.t " V44 [)4c{ M e+,.l_ 6-t,ap ow b tgAt aaat pu c- f w re.Q R-1I �x '�1 f8it^ 1 f -Off v ffLc, Ijarjs rr�E .�1� -Caoc� j�'� AiXtIV5 V FLOOR PLAN 1- I ROOF OVER L FLOOR SOUTH Y Y -I� 555 Wendy J RI ROOF PLAN SCALE: I /8 "= I' -0" NORTH niku. PERM IT Wendy Ryan, Architect 4 QQ 0 M r'U T � a/ Q+ tn " O 0 � � U T^ 4-J �C O+ to O LLO C� 00 p� 4-4 M O 0 �1 QQ 00 r'U T � o T^ 4-J to LLO C� m Notes: Scale: 1 /8" A -4 ROOF PLAN Jun 16, 2004 E Q 01 O 0 rl 0 F_ U O 3 0 z a J CL W N Z N x w LD 0 J m un S H- 1 H U W C) O R J J Q N O w z i J W U N 0 rn LO EXISTING SITE PLAN SCALE: 1" = 20' NOTES: 1 CLEAR AND GRUB SITE TO REMOVE ORGANIC MATERIALS 2. REMOVE ALL TREES ON THE SITE AND IN CITY ROAD RIGHT -OF -WAYS AS INDICATED. 3. PROVIDE SILT FENCE AROUND SOUTH AND WEST SIDES OF SITE. PROVIDE CATCH BASIN INSERTS FOR THE CATCH BASIN LOCATED ON THE NORTH SIDE OF 9th STREET NEAR THE INTERSECTION WITH SHERIDAN STREET. 4. COORDINATE ALL UTILITY RELOCATIONS WITH THE UTILITY PURVEYOR 5. HOUSE TO BE REMOVED BY OTHERS AND UTILITIES MARKED AS CAPPED /DISCONNECTED. SCOPE OF SITE WORK FOR DSHS BUILDING, LITTLE & LITTLE CONSTRUCTION: A A. CLEAR AND GRUB ENTIRE SITE, INCLUDING REMOVAL OF EXISTING TREES B. GRADE SITE TO ELEVATIONS SHOWN FOR BUILDING FOUNDATIONS AND ASSOCIATED PARKING LOT. C. CONSTRUCT NEW CURB, GITTER AND SIDEWALK ON SOUTH SIDE OF 10TH STREET D. PROVIDE NEW CURB AND GUTTER ALONG EAST SIDE OF GRANT STREET. E. PROVIDE NEW CURB, GUTTER AND SIDEWALK ALONG THE NORTH SIDE OF 9TH STREET. EXTEND PAVEMENT FROM EDGE OF EXISTING PAVEMENT TO EDGE OF NEW CURB. F. PROVIDE NEW CURB, GUTTER AND SIDEWALK ALONG THE WEST SIDE OF SHERIDAN STREET. PROVIDE BUS TURNOUT AS SHOWN ON THE PLANS. G PROVIDE NEW FIRE HYDRANT ON THE NORTH SIDE OF 9TH STREET NEAR THE GRANT STREET INTERSECTION AND CONNECT EXISTING DOMESTIC WATER SERVICE LINE TO NEW BUILDING H. PROVIDE NEW ASPHALT PAVED ON -SITE PARKING LOT WITH 65 STALLS. PROVIDE TWO ACCESS DRIVEWAYS FRONTING ON 9TH STREET PROVIDE PERIMETER AND INTERIOR LANDSCAPING AS SHOWN I. CONNECT ALL DOWNSPOUTS ON THE WEST SIDE OF THE BUILDING INTO THE DETENTION SYSTEM AS SHOWN CONNECT THE DOWNSPOUTS ON THE EAST SIDE OF THE BUILDING TO THE CLOSEST DRYWELL AS SHOWN PROVIDE PIPING AND MANHOLES, DISCHARGE TO NEAREST IN- STREET CATCH BASIN. J. PROVIDE PARKING LOT STORM DRAINAGE SYSTEM, INCLUDING BIOSWALES, PIPING, AND THE RELEASE STRUCTURE, K. CONNECT DSHS BUILDING SANITARY PIPING TO EXISTING SANITARY SEWER LATERAL 20' 0' 20' 40' SCALE: 1" = 20' -0" o z M 00 O w� �o w N con In � w° 0 d' O O N N O o� W� 1 W m Z � LL U Wm z ❑ p 2 U 0 < 3�'r O rn N ��yCio� �0 O O �N1S 4 U) Lli JIJ� 4�5 4�o x w a � c L �- 0 1 1m m� 0 2 E 1� IL J F F SHEET 1 OF 5 cm I rn O I - N U O 0 Z J z w s w J d CL N U cn 2 N 0 i c� J In S co 0 I- s F_ U w n_ d J J d f C7 C) O W z W U En O-A 0 rn SEWER LI INVERT 197.66 oh� A S89 06'50"E N T >p t## ' ryC -2 C- 2A113181G STRIP 10TH SE ET ^� CITY MON. U SIDEWALK U „°j o'�'N NO. 14 \DA RAMP O � ADA RA P 1 S 5 SEE DE AIL hA r ?, 5' <` 5 : +, F, <: 930 C -2 C -2 45.4 ')� 1V0.42 Ply fl'1' < �9y k Gc119g5 u? ,, 100.12 SLOPE 1:15 % 3 A G' 28' RADI S o n N89 006'50 "W sU Alz ,ti °,.Y . . • 0 O 3. To O� BC, fig? D o O DUMPSTER 23 3 5 ' U LOCATION DSHS PARKING SUMMARY TOTAL PARKING LOT AREA 19461.60 FULL -SIZE STALLS 37 COMPACT STALLS 31 LANDSCAPE AREA 1 167.17 LANDSCAPE AREA 2 832.34 LANDSCAPE AREA 3 1354.19 TOTAL LANDSCAPE AREA 2353.70 LANDSCAPE AREA % 12.1% U t TC- NEW C RB & GUTTER 5.5" 1/2 "R U ` 93 8' PLAN ING STRIP 2% U NEW SIDEWALK C- 3.1 U SIDE ALK 1 "R W U ° U W F 1 „R U - EDGE F U 4 EXISTI G (� �, ASPHA T 1/2" o ° Q ° ' e U U k: 0 125' LO G BUS D/WCUT a6.5" ' 4 a SCAPE z�` AREA 2 '' Z TURNO T (NEW ASPHA T) c o 0 0 0 0 o e o�000gog _�' H W ooa000c000000000000p000000000000000000000a0000000000 U 000000000 0 0 0 0 0 0 0 0 °° BIKE RACK - �c U o ���Imo*I SEENOTE 9 N CURB ` U O' cP� o H 0 � 18., G TTER U 6� 1925 z NOTES - H DSHS BUILDING 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. c -2 c -3 HERE UPPER FLOOR, 13,900 SF � U s 2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS. DUMMY JOINTS SHALL BE 1/2" O --FUTURE COVERED H FF =203.5 = x1 -1/2 ". BICYCLE PARKING AREA 5 < 00 U 20.5 - LOWER FLOOR, 13900 SF 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF co FF =193.5 TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE 30 CD WHEEL STOP R FEET PRE - MOLDED JOINT FILLER SHALL BE 1/2" WIDE AND CONFORM TO AASHATO DESIGN N o EXTRUDED C R M213. LANDSCAPE U AT EDGE OF AREA 3 LANDSCAPIN h A 4. ALL JOINTS SHALL BE CLEAN AND EDGE. C -2 C -2 C) 5 CONCRETE SHALL BE CEMENT CONCRETE, CLASS 3000. W U NEW ASPHALT O 6. STEEL FORMS SHALL ONLY BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. Lo O 7. FINISH SHALL BE LIGHT BROOM FINISH. A U Z O _r 2 C 2 U 20.5 LANDSCAPE 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND AREA 1 8 192b CO COVERED WITH WATERPROOF PAPER OR PLASTIC MEMBRANE INTHE EVENT OF RAIN OR U N L0 OTHER UNSUITABLE WEATHER. CURING TIME SHALL A MINIMUM OF 72 HOURS. O 9 ALL CURB AND GUTTER SHALL BE PLACED ON A MINIMUM OF 2" OF CRUSHED SURFACING p 26.5 x❑ • O [75.7 }BC =192.5 TOP COURSE. 55.8 y- N U 200 ,� < 10. DUMMY JOINT 1/2"X 1 -1/2" BETWEEN A -1 CURB AND GUTTER AND THE SIDEWALK. ' 1.12'•; p 'L ')< S89 C =193.0 'y °ry S " O` D �I RETAINING WALLS C =192.5 A TYPICAL CURB 12.0t. ^c-''..'�..r .a :k- .c':..t. X12.0 X7 TC =202. �l .4� ,-.J C °> >,�s C-2 C -2 NTS BC =201 TCcjggS 15' 6" 1 10, ,os O° 11' PLANTING NEW ASPHALT STRIP Cc 7n & GUTTER 1 2 n 111101t11� GRANT 1 ASPHALT OMEN 2.0" CLASS B O2 CRUSHED SURFACING MEN 11 1 2 n 266.24 S89006'50 "E 9TH STREET -----------"I CULVERT PAVEMENT PLAN SCALE: 1" = 20' �J NOTES: (1) BASE MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL. (2) ALL MATERIAL TO MEET WSDOT STANDARD SPECIFICATIONS - 6' SIDEWALK - 5' PLANT STRIP 1` ADA ` CB S L1V CU GUTTER ��9D, INVERT 190.15 EE t: ' cfl� •p it %EDGE OF EXISTING ASPHALT A CO INVERT 189 79 DRAIN SHERIDAN GRANT 1 ASPHALT 3.0" 2.0" CLASS B O2 CRUSHED SURFACING 2.0" 2.0" TOP COURCE VO OGRAVEL BASE (1) 10.0" 8.0" 266.24 S89006'50 "E 9TH STREET -----------"I CULVERT PAVEMENT PLAN SCALE: 1" = 20' �J NOTES: (1) BASE MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL. (2) ALL MATERIAL TO MEET WSDOT STANDARD SPECIFICATIONS - 6' SIDEWALK - 5' PLANT STRIP 1` ADA ` CB S L1V CU GUTTER ��9D, INVERT 190.15 EE t: ' cfl� •p it %EDGE OF EXISTING ASPHALT A CO INVERT 189 79 DRAIN JOINTS 1 .25A MAXIMUM SLOPE NOT TO EXCEED IN SIDEWALK AREA 1 /T' RISE DRIVEWAY ,�_,,, K- z: ':''•'i.'* APRON J 6" J EDGE 8' MIN ..... RADIUS COMPACTED SUBGRADE ..... .. SEE NOTE #9 A /4. -T. NOTES' / ASPERSECTION26 TYP 1 DRIVEWAY LOCATION TO BE APPROVED BY CITY ENGINEER 2. WHEN SIDEWALK IS NOT PRESENT, DRIVEWAY APPROACH SHALL BE CONSTRUCTED TO MEET FUTURE SIDEWALK GRADE 3 SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2 %IN DRIVEWAY AND BYPASS AREAS 4 DRIVEWAY APRON AND SIDEWALK SHALL BE CONCRETE AND SEPARATED FROM OTHER CONCRETE WORK USING EXPANSION JOINTS 5 SIDEWALKS, CURB AND GUTTER PER CITY STANDARD PLANS 6. EXPOSED AGGERGATE WORK OR SPECIAL SURFACE TREATMENT NOT ALLOWED IN RIGHT -OF -WAY WITHOUT APPROVAL 7 LONGITUDINAL DUMMY JONTS, 118" THICK AND 1 " DEEP, SHALL BEAT ALL INTERVALS NOT TO EXCEED 15' AND BE EQUALLY SPACED IN DRIVEWAY APPRONS. 8. CONCRETE SHALL BE CLASS 3000 9 DRIVEWAY PAVING MATERIALS, OTHER THAN CONCRETE, MAYBE USED BETWEEN THE SIDEWALK AND THE RAN WITH CITY ENGINEER APPROVAL 10. EXPANSION JOINTS SHALL BE 114" THICK, FULL DEPTH, ASPHALT IMPREGNATED JOINT MATERIAL 11 SIDEWALK WIDTHS SHOWN ARE FOR RESIDENTIAL AREAS TYPICAL ADA RAMP C-2 C -2 NTS IL C -2 C -2 MON 1/2" EXPANSION JOINT - A R O.W .�'.::Y. .4 'V - N.. Y'::.:K ...4." i,. Y• •i.':'4 �V DUMMY 1/2" E ANSION JOINT JjJINT e'!Ix s. SIDEWALK WITH PLANTING STRIP (TYPICAL) NOTES: 1. EXPANSION JOINTS SHALL BE ASPHALT IMPREGNATED JOINT MATERIAL 2. EXPANSION JOINTS SHALL BE 1/2" THICK AND AT 20' -0" INTERVALS 3. DUMMY JOINTS SHALL BE AT 5' -0" INTERVALS 4. ALL UTILITY POLES, METER BOXES, ETC. IN SIDEWALK AREA SHALL HAVE 112" JOINT MATERIAL(FULL DEPTH) PLACED AROUND THEM BEFORE PLACING CONCRETE 5. ALL JOINTS SHALL BE CLEANED AND EDGED 6. NO EXPOSED AGGERATE WORK SHALL BE DONE 7. DRIVEWAY AND SIDEWALK SHALL BE SEPARATED FROM OTHER CONCRETE WORK USING EXPANSION MATERIAL 8. CURB AND GUTTER SHALL NOT BE POURED INTEGERAL WITH DRIVEWAY 9. CONRETE SHALL BE CLASS 3000 VANED GRATE PER STD SW -7A SOLID COVER PER STP c1Af_7IQ 2" X4" X8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX 6" OR 12" CONCRETE RISER SECTION CLASS 4000 CONC PRECAST CONC BASE SECTION W/ MAX OF ONE 20" DIA. KNOCKOUT PER SIDE, ENTERANCE ANGLE TO BE " LIMITED BY KNOCKOUTS CLASS 4000 CONC PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 20 ". NOTES 1. ALL JOINTS WILL BE MOTARED IN AND OUT. 2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAN B -1 1/8" NOTES: PLAN 3/4" NORMAL O BAR ',1r- SECTION A -A 1. FOUNDRY NAME, THIS SIDE TO CRUB W /ARROW AND (DI) FOR DUCTILE IRON SHALL BE EMBOSSED ON TOP OF GRATE WITH 1/16" RECESSED LETTERS. 2. SEATING OF GRATE SHALL BE ACCOMPLISHEDBY ONE OF THE FOLLOWING- A.8 INTERGRALLY CAST PADS (1 -1/2" X3/4" X1/8 "). B. MACHINE BOTTOM SURFACE OUTSIDE A 17" DIA 3. MATERIAL USED SHALL BE DUCTILE IRON PER ASTM -A536, GRADE 80- 55 -06. ALL CASTINGS SHALL HAVE A BITUMINOUS COATING 6" OR 12" v v SECTION B -B 4 WHEN LOCKING GRATE REQUIRED HOLES WILL BE PROVIDED IN CASTING TO ALLOW FOR TWO 5/8" DIA STAINLESS STEEL SOCKET HEAD CAP SCREWS SO THAT NO PART OF HEAD PROTRUDES ABOVE TOP OF CASTING. 20' 0' 20' 40' SCALE: 1" = 20' -0" z REPLACE SIDEWAYS WITH 6" � `--R/W CONCRETEIN DRIVEWAY AREA 00 3' MIN. MEET SIDEWALK OR FUTURE EXPANSION JOINT VO SIDEWALK GRADE - 2% MAX. JOINTS 1 .25A MAXIMUM SLOPE NOT TO EXCEED IN SIDEWALK AREA 1 /T' RISE DRIVEWAY ,�_,,, K- z: ':''•'i.'* APRON J 6" J EDGE 8' MIN ..... RADIUS COMPACTED SUBGRADE ..... .. SEE NOTE #9 A /4. -T. NOTES' / ASPERSECTION26 TYP 1 DRIVEWAY LOCATION TO BE APPROVED BY CITY ENGINEER 2. WHEN SIDEWALK IS NOT PRESENT, DRIVEWAY APPROACH SHALL BE CONSTRUCTED TO MEET FUTURE SIDEWALK GRADE 3 SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2 %IN DRIVEWAY AND BYPASS AREAS 4 DRIVEWAY APRON AND SIDEWALK SHALL BE CONCRETE AND SEPARATED FROM OTHER CONCRETE WORK USING EXPANSION JOINTS 5 SIDEWALKS, CURB AND GUTTER PER CITY STANDARD PLANS 6. EXPOSED AGGERGATE WORK OR SPECIAL SURFACE TREATMENT NOT ALLOWED IN RIGHT -OF -WAY WITHOUT APPROVAL 7 LONGITUDINAL DUMMY JONTS, 118" THICK AND 1 " DEEP, SHALL BEAT ALL INTERVALS NOT TO EXCEED 15' AND BE EQUALLY SPACED IN DRIVEWAY APPRONS. 8. CONCRETE SHALL BE CLASS 3000 9 DRIVEWAY PAVING MATERIALS, OTHER THAN CONCRETE, MAYBE USED BETWEEN THE SIDEWALK AND THE RAN WITH CITY ENGINEER APPROVAL 10. EXPANSION JOINTS SHALL BE 114" THICK, FULL DEPTH, ASPHALT IMPREGNATED JOINT MATERIAL 11 SIDEWALK WIDTHS SHOWN ARE FOR RESIDENTIAL AREAS TYPICAL ADA RAMP C-2 C -2 NTS IL C -2 C -2 MON 1/2" EXPANSION JOINT - A R O.W .�'.::Y. .4 'V - N.. Y'::.:K ...4." i,. Y• •i.':'4 �V DUMMY 1/2" E ANSION JOINT JjJINT e'!Ix s. SIDEWALK WITH PLANTING STRIP (TYPICAL) NOTES: 1. EXPANSION JOINTS SHALL BE ASPHALT IMPREGNATED JOINT MATERIAL 2. EXPANSION JOINTS SHALL BE 1/2" THICK AND AT 20' -0" INTERVALS 3. DUMMY JOINTS SHALL BE AT 5' -0" INTERVALS 4. ALL UTILITY POLES, METER BOXES, ETC. IN SIDEWALK AREA SHALL HAVE 112" JOINT MATERIAL(FULL DEPTH) PLACED AROUND THEM BEFORE PLACING CONCRETE 5. ALL JOINTS SHALL BE CLEANED AND EDGED 6. NO EXPOSED AGGERATE WORK SHALL BE DONE 7. DRIVEWAY AND SIDEWALK SHALL BE SEPARATED FROM OTHER CONCRETE WORK USING EXPANSION MATERIAL 8. CURB AND GUTTER SHALL NOT BE POURED INTEGERAL WITH DRIVEWAY 9. CONRETE SHALL BE CLASS 3000 VANED GRATE PER STD SW -7A SOLID COVER PER STP c1Af_7IQ 2" X4" X8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX 6" OR 12" CONCRETE RISER SECTION CLASS 4000 CONC PRECAST CONC BASE SECTION W/ MAX OF ONE 20" DIA. KNOCKOUT PER SIDE, ENTERANCE ANGLE TO BE " LIMITED BY KNOCKOUTS CLASS 4000 CONC PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 20 ". NOTES 1. ALL JOINTS WILL BE MOTARED IN AND OUT. 2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAN B -1 1/8" NOTES: PLAN 3/4" NORMAL O BAR ',1r- SECTION A -A 1. FOUNDRY NAME, THIS SIDE TO CRUB W /ARROW AND (DI) FOR DUCTILE IRON SHALL BE EMBOSSED ON TOP OF GRATE WITH 1/16" RECESSED LETTERS. 2. SEATING OF GRATE SHALL BE ACCOMPLISHEDBY ONE OF THE FOLLOWING- A.8 INTERGRALLY CAST PADS (1 -1/2" X3/4" X1/8 "). B. MACHINE BOTTOM SURFACE OUTSIDE A 17" DIA 3. MATERIAL USED SHALL BE DUCTILE IRON PER ASTM -A536, GRADE 80- 55 -06. ALL CASTINGS SHALL HAVE A BITUMINOUS COATING 6" OR 12" v v SECTION B -B 4 WHEN LOCKING GRATE REQUIRED HOLES WILL BE PROVIDED IN CASTING TO ALLOW FOR TWO 5/8" DIA STAINLESS STEEL SOCKET HEAD CAP SCREWS SO THAT NO PART OF HEAD PROTRUDES ABOVE TOP OF CASTING. 20' 0' 20' 40' SCALE: 1" = 20' -0" z o M 00 0 VO W= z w N � olom O O d- 0 O N ti N O o ❑ zi W m ❑ Q m 0 ❑ '2 U Q 1V�p 331 N o tyT7,R 4�0 IWXCL gm a i Mm W W � 2 W a lL r SHEET. 2OF5 C� • • a N 0 _N V O r, v a J o_ uj w F- J cv N x 0 J m fl- 0 d rn 1 U W 0 J a E N 0 w Qz W N O rn It J i SEWER LIN INVERT 197.66 CB10 Q (� RIM =204 00 S89006'50 "E INVERT 193.04 "0 CPEP C69 0 IE =200 00 10TH STR EULVERT, L =192' RIM =192.0 CITY MOP IE= 190.80 12 "0 CP P NO. 14 CULVER , L =34' " 4' �i `� `;PHONE QABL`' �' <i .<, �� 1 10.2 Y PF1� t 100.12 N89006'50 "W CULVERT, L =16.0' CB8 RIM =192 50 * NEW TRANSFORMER O IE =190.5 CB1 :X, RI M= 200.00 DWI, IE= 198.00 SEE SC EDULE II� I I 8'0 PVC ROOF W DRAIN, L =67' Lu ol `Z I Z II rW BIKE RACK W `" 12 °0 C EP v �. II CULVE T, L- SLOPE SLOPE II 67 II B Z DSHS BUILDING 0 UPPER FLOOR, 13,900 SF II I ► FF =203.5 5 W _ LOWER FLOOR, 13900 SF 'z CA3 I )p FF =193.5 _ I )X I I o )z II 'c ,EI .co m I 36 "0 DETENTION ACULVERT, L =169', IE= 194.00 �" O LLI r CB2 II RIM = 200.00 r- m IE= 198.00 I I CB3 Lc SEE DETAIL o I O O � Z I 00 0 12 "0 CPEP co _r I I CULVERT, L =28' 8 "0 PVC ROOF N Liz _ -� DRAIN, L =73' I 0 G I v) 1 .12 1 *1 *ak2k 4�, . CB7 RIM =1 2.5 S890 "E IE =19 25 DW2, >) SEE CHEDULE 12 "0 ONCRET DETAILS 2 A CB CU =25' CIS i 12 "0 CPEP CB4 12 "0 CPEP RIM =192 12 "0 CPEP RI = = - _ .5 266.24 CULVERT, L =1 8' t „-'M 190. CULVERT y7 N ERT 190.15 DETAIL 1 S89006'50 "E 0 MON AST IRON VALVE B X CULVERT 8" X 24" WITH LID C INVERT 189.79 ARKED WATER - -• . -• -- DRAIN UTILITY PLAN SCALE: 1" = 20' N DRYWELL SCHEDULE DWI PRECAST 8' DIAMETER BY 10' DEEP, 4.0' 8.0' BOTTOMLESS, FILL TO WITHIN 12" OF TOP WITH 2" CRUSHED ROCK, IE= 191.0. DW2 PRECAST 8' DIAMETER BY 10' DEEP, BOTTOMLESS, FILL TO WITHIN 12" OF TOP 200.9 WITH 2" CRUSHED ROCK, IE= 191.0. C -3, C -4, C-5 C -3 NOT TO SCALE 2" IRON BODY GATE VALVE MUELLER A- 2360 -08, OR 1 1/2 GRINNEL BRASS HAND GATE VALVE, _ G -3000, OR EQUIVALENT gla*llfi:liF CORP STOP INLET IRON PIPE THREAD OUTLET FOR STREET EL - CONNECTION, EQUAL TO MUELLER #H9969, OR EQUIVALENT SERVICE SADDLE WITH SST BAND TAP SIZE AS REQUIRED ROMAC MODEL #2002S, OR EQUIVALENT MUELLER CENTURY FIRE HYDRANT TWO 2 1/2" NST PORTS MAX MIN 3" 7 CU FT MIN WASHED - GRAVEL PASSING 1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN _ 4" NST STEAMER PORT 4" STORTZ ADAPTER 1 MIN, 28" MAX VALVE BOX II CAST IRON TEE, WITH 6" CONCRETE BLOCKING !J FLANGE SIDE OUTLET TO BE PLACED AGAINST UNDISTURBED SOIL(TYP) r = TO BE PLACED AGAINST CONCRETE BLOCKING UNDISTURBED SOIL(TYP) 6" GATE VALVE 16" X8" X4" MIN (FL X MJ) CONCRETE BLOCK 6" DUCTILE IRON PIPE MJ WITH RESTRAINT CLASS 52 CEMENT LINED 3/4" ALL THREAD ROD DETAIL 2 OR C -900 PVC FIRE HYDRANT FLANGED COUPLING LIVE TAP ADAPTER (BOTH ENDS) CUT -IN -TEE 2' TYP CONCRETE THRUST BLOCK (TYP) 0/ / z 2' I P. 2 T . Z GATE VALVE 2, X ¢ FL X MJ j z TYP. TEE FL X FL TAPPING VALVE ROMAC S A NLESS STEEL FL X MJ TAPPING SLEEVE VALVE AND SLEEVE SHALL BE CONTROLLED DENSITY SUPPORTED AND BACKFILLED BACKFILL POURED WIDTH OF UNDITURBED AS SHOWN BELOW -RIGHT TRENCH, TWO FEET PAST GROUND VALVE FLANGE STARTING 1' ABOVE THE PIPE GATE VALVE LX MJ V ABOVE PIPE APPROVED PEA GRAVEL OR �- :: `:r':'. `• `• '' : ?';e:;i•` SAND BEDDING MATERIAL COMPACTED SOLID BRICK SUPPORT NOTE. CONCRETE THRUST BLOCK 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED, 2. CONTROLLED DESITY BACKFILL IS A PLANT MIX CONSISTING OF: 3100# SAND, 450# WATER, AND ONE SACK (94 #) OF CEMENT. \ 3. MJ CUT IN TEES SHALL NOT BE PERMITTED, 4. SUPPORT VALVE AND SLEEVE CONTINUOULSY THROUGH INSTALLATION 5. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND. SI 6. FOR ROAD REPAIR SEE STREET STANDARDS. DETAIL 1 TAPPING SLEEVE _ CUSTOMER RESPONSIBILTY CARSON PRC METER BOX 1730- JUMBO METER BOX, OR EQUIVALENT FEMALE X METER PROPERTY ANGLE STOP LINE MUELLER B- 24276, OR EQUIVALENT 6" MIN 2" MAX 00 1 BED WITH PEA GRAVEL OR WASHED ROCK TO PROVIDE POSITIVE DRAIN OUT OF NOTE BOX •I + lnl1 ATCC Tn PC IAICTAI I Cn QV !`ITV SENCES SRII 2 PAVED SURFACE uu NOTES VALVE BOX AND EXTENSION DPERATING NUT ;ION SEE NOTE 1 :ON 30X SCREW SOX EXTENSION 1 VALVE OPERATING NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN TWO (2) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION WILL BE ALLOWED PER VALVE. N I PLAN ELEVATION LEGEND 1. UL- FM LISTED SOFTSEATED STATE APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLY INCLUDING: 2 -O.S.& Y RESILIENT SEATED GATE VALVES, TEST COCKS, 3/4" BRASS OR COPPER BYPASS WITH INLINE VALVES, 5/8" METER (METER TO READ IN GALLONS), AND A 3/4" DOUBLE CHECK VALVE ASSEMBLY 2. UNI- FLANGE WITH SET SCREWS OR MJ X FL ADAPTOR WITH MEGALUG OR GALVANIZED SHACKLE TO MAIN WITH 2 -3/4" RODS, OR MJ RETAINER GLANDS 3. PRECAST CONCRETE VAULT WITH STEEL ACCESS HATCH (AS MANUFACTURED BY UTILITY VAULT CO OR AN APPROVED EQUAL) PROVIDE OSHA APPROVED HOT DIPPED GALVANIZED STEEL LADDER INSTALL IN SUCH AWAY THAT VAULT ACCESS DOES NOT INTERFERE WITH INSTALLED EQUIPMENT MAINTENANCE. 4. DUCTILE IRON PIPE (SIZED AS REQUIRED) CLASS 52. 5. WATER TIGI -;T GROUT SHALL BE USED IN ALL VAULT PENETRATIONS. 6. 2 - GALVANIr -FC ADJUSTABLE PIPE SUPPORTS FOR 2 1/2" DIAM AND LARGER PIPE. 7. GRAVEL FOUNDATION AS REQUIRED. 8 DRAIN, SLOPE TO DAYLIGHT WHEN POSSIBLE. CONC HYDRANT PAD 36" Will O° BREAK AWAY FLANGE 0 0 36" a e •J. 28" GUARD P 18" SEE NOTE 1 ELEVATION _ - -- M 00 O O O w� W" x Z -i A � r7 _O w° 0 d' O N N O o � O W LL 1 1 7 a 0 of C) C) < 2.5' UARD POST 4.0' 8.0' f (SEE NOTES ASPHALT ASPHALT 200.9 200.9 WHEEL L' 18" STOP L BE 6 NG 8" IN DIAMETER PERCAST CONCRETE OR 6' 200.0 GRASSCRETE / \ / \ \ /i \ / / \ \// COMPOST /SOIL 200.5 o MIXTURE TO BE TWO COATS OF RUST- o' APPROVED BY GEOFABRIC ENGINEER 36 "CPVC PERFORATED (- f 6.01 l IE =194.0 2.0' MIN. SECTION rA INFILTRATION TRENCH C -3, C -4, C-5 C -3 NOT TO SCALE 2" IRON BODY GATE VALVE MUELLER A- 2360 -08, OR 1 1/2 GRINNEL BRASS HAND GATE VALVE, _ G -3000, OR EQUIVALENT gla*llfi:liF CORP STOP INLET IRON PIPE THREAD OUTLET FOR STREET EL - CONNECTION, EQUAL TO MUELLER #H9969, OR EQUIVALENT SERVICE SADDLE WITH SST BAND TAP SIZE AS REQUIRED ROMAC MODEL #2002S, OR EQUIVALENT MUELLER CENTURY FIRE HYDRANT TWO 2 1/2" NST PORTS MAX MIN 3" 7 CU FT MIN WASHED - GRAVEL PASSING 1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN _ 4" NST STEAMER PORT 4" STORTZ ADAPTER 1 MIN, 28" MAX VALVE BOX II CAST IRON TEE, WITH 6" CONCRETE BLOCKING !J FLANGE SIDE OUTLET TO BE PLACED AGAINST UNDISTURBED SOIL(TYP) r = TO BE PLACED AGAINST CONCRETE BLOCKING UNDISTURBED SOIL(TYP) 6" GATE VALVE 16" X8" X4" MIN (FL X MJ) CONCRETE BLOCK 6" DUCTILE IRON PIPE MJ WITH RESTRAINT CLASS 52 CEMENT LINED 3/4" ALL THREAD ROD DETAIL 2 OR C -900 PVC FIRE HYDRANT FLANGED COUPLING LIVE TAP ADAPTER (BOTH ENDS) CUT -IN -TEE 2' TYP CONCRETE THRUST BLOCK (TYP) 0/ / z 2' I P. 2 T . Z GATE VALVE 2, X ¢ FL X MJ j z TYP. TEE FL X FL TAPPING VALVE ROMAC S A NLESS STEEL FL X MJ TAPPING SLEEVE VALVE AND SLEEVE SHALL BE CONTROLLED DENSITY SUPPORTED AND BACKFILLED BACKFILL POURED WIDTH OF UNDITURBED AS SHOWN BELOW -RIGHT TRENCH, TWO FEET PAST GROUND VALVE FLANGE STARTING 1' ABOVE THE PIPE GATE VALVE LX MJ V ABOVE PIPE APPROVED PEA GRAVEL OR �- :: `:r':'. `• `• '' : ?';e:;i•` SAND BEDDING MATERIAL COMPACTED SOLID BRICK SUPPORT NOTE. CONCRETE THRUST BLOCK 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED, 2. CONTROLLED DESITY BACKFILL IS A PLANT MIX CONSISTING OF: 3100# SAND, 450# WATER, AND ONE SACK (94 #) OF CEMENT. \ 3. MJ CUT IN TEES SHALL NOT BE PERMITTED, 4. SUPPORT VALVE AND SLEEVE CONTINUOULSY THROUGH INSTALLATION 5. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND. SI 6. FOR ROAD REPAIR SEE STREET STANDARDS. DETAIL 1 TAPPING SLEEVE _ CUSTOMER RESPONSIBILTY CARSON PRC METER BOX 1730- JUMBO METER BOX, OR EQUIVALENT FEMALE X METER PROPERTY ANGLE STOP LINE MUELLER B- 24276, OR EQUIVALENT 6" MIN 2" MAX 00 1 BED WITH PEA GRAVEL OR WASHED ROCK TO PROVIDE POSITIVE DRAIN OUT OF NOTE BOX •I + lnl1 ATCC Tn PC IAICTAI I Cn QV !`ITV SENCES SRII 2 PAVED SURFACE uu NOTES VALVE BOX AND EXTENSION DPERATING NUT ;ION SEE NOTE 1 :ON 30X SCREW SOX EXTENSION 1 VALVE OPERATING NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN TWO (2) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION WILL BE ALLOWED PER VALVE. N I PLAN ELEVATION LEGEND 1. UL- FM LISTED SOFTSEATED STATE APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLY INCLUDING: 2 -O.S.& Y RESILIENT SEATED GATE VALVES, TEST COCKS, 3/4" BRASS OR COPPER BYPASS WITH INLINE VALVES, 5/8" METER (METER TO READ IN GALLONS), AND A 3/4" DOUBLE CHECK VALVE ASSEMBLY 2. UNI- FLANGE WITH SET SCREWS OR MJ X FL ADAPTOR WITH MEGALUG OR GALVANIZED SHACKLE TO MAIN WITH 2 -3/4" RODS, OR MJ RETAINER GLANDS 3. PRECAST CONCRETE VAULT WITH STEEL ACCESS HATCH (AS MANUFACTURED BY UTILITY VAULT CO OR AN APPROVED EQUAL) PROVIDE OSHA APPROVED HOT DIPPED GALVANIZED STEEL LADDER INSTALL IN SUCH AWAY THAT VAULT ACCESS DOES NOT INTERFERE WITH INSTALLED EQUIPMENT MAINTENANCE. 4. DUCTILE IRON PIPE (SIZED AS REQUIRED) CLASS 52. 5. WATER TIGI -;T GROUT SHALL BE USED IN ALL VAULT PENETRATIONS. 6. 2 - GALVANIr -FC ADJUSTABLE PIPE SUPPORTS FOR 2 1/2" DIAM AND LARGER PIPE. 7. GRAVEL FOUNDATION AS REQUIRED. 8 DRAIN, SLOPE TO DAYLIGHT WHEN POSSIBLE. CONC HYDRANT PAD 36" Will O° BREAK AWAY FLANGE 0 0 36" a e •J. 28" GUARD P 18" SEE NOTE 1 ELEVATION _ - -- M 00 O O O w� W" x Z -i A � r7 _O w° 0 d' O N N O o � O W LL 1 1 7 a 0 of C) C) < 42" 1 1 W 2. TOP O UARD POST SHALL BE LEVE ITH TOP OF FIRE HYDRANTOR 30" IF NOT LEVEL OUND. y 3. ALVE MARKER POST SHALL BE 42" PORTABL RAFFIC DELINEATOR POST W/ WO REFLECTOR STRIPS THEY SHALL BE FURNIS D NEW AND UNUSED AND y if LJ BURIED 24" DEEP, TO LEAVE 18" EXPOSED AS A MARK POST THE LETTER "V" AND 0 THE DISTANCE TO THE VALVE SHALL BE STENCILED ON E POST WITH 2" HIGH NUMERALS, WITH BLACK ENAMEL PAINT. VALVE MARKER P T I (SEE NOTES 3, AND 5) 4 VALVE3 MARKER POSTS SHALL BE INSTALLED FOR ALL VALV LOCATED IN 'CHECK VALVE UNIMPROVED OR UNPAVED AREAS. VALVE MARKER POSTS SHALL SET IN A GR 3300 SAFE AND REASONABLY CONSPICUOUS LOCATION a 1, r kill, a W I= 41 n 5. VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILIARY HYDRANT V VES. DETAIL 3 SHEET' FIRE HYDRANT GUARD POST 3 OF 5 20' 0' 20' 40' 03 SCALE: 1" = 20' -0" co W Ir FIKE HY% UARD POST (SEE NOTES ND 2) NOTES- L' 18" 1. GUARD POSTS S L BE 6 NG 8" IN DIAMETER PERCAST CONCRETE OR 6' LONG, 6" CIAM SC 40, CONCRE FILLED CLASS 52 STEEL PIPE. PAINTED WITH TWO COATS OF RUST- O -LEUM " N 2766, HI GLOSS YELLOW PAINT. 3 42" 1 1 W 2. TOP O UARD POST SHALL BE LEVE ITH TOP OF FIRE HYDRANTOR 30" IF NOT LEVEL OUND. y 3. ALVE MARKER POST SHALL BE 42" PORTABL RAFFIC DELINEATOR POST W/ WO REFLECTOR STRIPS THEY SHALL BE FURNIS D NEW AND UNUSED AND y if LJ BURIED 24" DEEP, TO LEAVE 18" EXPOSED AS A MARK POST THE LETTER "V" AND 0 THE DISTANCE TO THE VALVE SHALL BE STENCILED ON E POST WITH 2" HIGH NUMERALS, WITH BLACK ENAMEL PAINT. VALVE MARKER P T I (SEE NOTES 3, AND 5) 4 VALVE3 MARKER POSTS SHALL BE INSTALLED FOR ALL VALV LOCATED IN 'CHECK VALVE UNIMPROVED OR UNPAVED AREAS. VALVE MARKER POSTS SHALL SET IN A GR 3300 SAFE AND REASONABLY CONSPICUOUS LOCATION a 1, r kill, a W I= 41 n 5. VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILIARY HYDRANT V VES. DETAIL 3 SHEET' FIRE HYDRANT GUARD POST 3 OF 5 20' 0' 20' 40' 03 SCALE: 1" = 20' -0" co W Ir O IN O O CD z 0 _J m LL O W U Q w NEW 6' CD SIDEWALK O 0�� 0] LL s� O m . C) N w f a 9RR 94 N to 0 SEWER LIN N H I�n sees U O 9006'S0 "E I"vear,ss ...... ......: W ;...... J ...... ...... LL 0 206.00 I OOp o" 10TH STREET O O �NO TY MON CV O NN }4 1041*0 >>€ •>k T + * o L + + ++ D D G U I� Q G C> ° 0 N Ago R y 3 •. a w h F- UPPERFLOOR a OZ 040 a x •lf• #• # �k �k # 1 .A2 # �k �k ik �PAk ,0012. FF =202 5 .v 4 ,3 + m 204.00 ...... . .: .. ......... ..... ...... + 2 N89 106'50 1W Iwo *` �a .............. ............ IN .- , - -• -. ..................;204.00 A 4OF5 Cm4 CD. N 4 C -4 -4 ° (N O N 202. 00 :............ ........................... >>k ..... ....0. .. ........ ................:............. .......;.... . .........................202.00 * z w LU z LU F- # 0 w s °oV UNHEATED F 200.00 ..........�. <i7•' ..................... . . .. ............ . . . . . .O U) cRAWL;SPA�E.... , ....... t ........... ; ........ 200.00 Cw) N #T W w WI °°: ~I J) # U) Co. �. w z Q , 198.00 ........ H. Q .... BIKE RACK ; ....... ...... : ....... :....... ...... } o... ; ....... ; ...... U-1 ;.... w ..:........; ........:....... # 198.00 (D q�4 _3 rn B Q� czn # ° I * ° C -4 C- U) SEE FOUNDATION PLAN . , z . . . . : . . . . . . .. ... ... . ; ... . . . . . . . . . . . . . . aC? . . .NSW SIDEW LK, CURB, AND GUTTER :> 196.00 a 36" DETENTION CULVER ik dk m DSHS BUILDING LOWER FLOOR ° UPPER FLOOR, 13,900 SF FF =193.5 v ° 194.00....... FF =203 5 ...... ...... - - - - - - ...... W O ....T ... ...... 194.00 LOWER FLOOR, 13900 SF s _ C6 FF =193.5 = U) cl I SEE FOUNDATION PLAN N { 192.00,...... .. - - - - - -. ................ ...... ...... ...... ...... ...... ...... ...... ....°. 192.00 ik o . fi �� T: 190.00 I .......:... I ..... :......................... . ..............:........:....... .......:....... . .......:..... . . ....... . ,..... 1 . ..:........; ................ . . . , . 190.00 188.00 .... ........ .....:.................:....... ; ....... 9 ....... .. .....;........;....... ... ...... ;....... ; .......:.......:..... ..;........;........,........ 188.00 n +nn 1 +nn "+()f) � +nn o q + Y LINE A C -4 > j SCALE: 1 " =20' HORIZONTAL, 1 " =2' VERTICAL 206.001 0. .,. 1-- ......,. ......., .. .............r...............,. N .......,.......1.......r....... W .,. .......1........,.......,206.00 o O o NEW CURB AND GUTTER UPPER*FLOOR � i oC> N N FF =203.5 *# 204.00....... ... # ° : U) ...... ...... :...... .... ...... 204.00 0 O .�..� +. O # S. •F it< #• I 89, "E I 202.00 ........ ; ............. .............. .c:........ ......... ik 1k ik t sk #��F iF ik ; 202.00 rzrvEn 1k�kt�`�1F #�k 266. 2 -.. GB MEFT 115 e o. S89 °06'50 "F O MoN CD z 0 _J m LL O W U Q w U U� PLAN PROFILE LOCATIONS SCALE: 1" = 40' N NEW 6' SIDEWALK NEW 8' PLANTING STRIP 19.5' NEW CURB & GUTTER 12" CPEP CULVERT - SECTION A' SHERIDAN STREET C-4 C -4 SCALE: 1/2" = T -0" 19.5' NEW BUS TURNOUT /PARKING 12" CPEP CULVERT SECTION B' SHERIDAN STREET C-4 C -4 SCALE: 1/2" = 1' -0" u 9TH STREET cn CENTERLINE oNEW 6' 16' SIDEWALK r NEW CURB & m / GUTTER cn jjj N 1 N r U W C) ° En cn J a En O W Z a J 0 Lu Lo 12" CPEP CULVERT SECTION C' 9TH STREET C-4 C -4 SCALE: 1/2" = 1' -0" EXISTING CURB & GUTTER O ON SHERIDAN STREET CENTERLINE SHERIDAN STREET CENTERLINE 10 o NEW 6' CD SIDEWALK O 0�� 0] LL s� O m . C) N w f a LL N to 0 N H U O O D ...... ...... ......: W ;...... J ...... ...... LL 0 206.00 I OOp U U� PLAN PROFILE LOCATIONS SCALE: 1" = 40' N NEW 6' SIDEWALK NEW 8' PLANTING STRIP 19.5' NEW CURB & GUTTER 12" CPEP CULVERT - SECTION A' SHERIDAN STREET C-4 C -4 SCALE: 1/2" = T -0" 19.5' NEW BUS TURNOUT /PARKING 12" CPEP CULVERT SECTION B' SHERIDAN STREET C-4 C -4 SCALE: 1/2" = 1' -0" u 9TH STREET cn CENTERLINE oNEW 6' 16' SIDEWALK r NEW CURB & m / GUTTER cn jjj N 1 N r U W C) ° En cn J a En O W Z a J 0 Lu Lo 12" CPEP CULVERT SECTION C' 9TH STREET C-4 C -4 SCALE: 1/2" = 1' -0" EXISTING CURB & GUTTER O ON SHERIDAN STREET CENTERLINE SHERIDAN STREET CENTERLINE 10 o ® NEW CURB AND GUTTER M 00 0�� rl■� s� m . C) N cm ® MV w� Z , 206.00: ° °.. ...... ....... :...... ...... ...... ...... ......: ......: ;...... ....1. ...... ...... O 206.00 OOp O O CV O NN o r W /m,•� U 0- c^o z a- o L m D D G U I� Q G C> ° 0 N o R y 3 •. a w h F- UPPERFLOOR a OZ 040 a x N w FF =202 5 .v 4 ,3 m 204.00 ...... . .: .. ......... ..... ...... o. :.......I........:.............. 2 Iwo y �a .............. ............ IN .- , - -• -. ..................;204.00 SHEET 4OF5 Cm4 CD. N ° (N O N 202. 00 :............ ........................... .. ..... ....0. .. ........ ................:............. .......;.... . .........................202.00 z N LU z p 0 w °oV UNHEATED F 200.00 ..........�. ..................... . . .. ............ . . . . . .O .......... cRAWL;SPA�E.... , ....... t ........... ; ........ 200.00 Cw) N W w WI °°: ~I J) : U) Co. �. z Q , 198.00 ........ H. Q .... ;...... - SSE DETAIL ; ....... ...... : ....... :....... ...... .. o... ; ....... ; ...... ....... ;.... w ..:........; ........:....... , 198.00 (D q�4 _3 rn czn ° I ° SEE FOUNDATION PLAN . , 196.00 • . . . . . . . : . . . . . . .. ... ... . ; ... . . . . . . . . . . . . . . aC? . . .NSW SIDEW LK, CURB, AND GUTTER , 196.00 36" DETENTION CULVER m ; LOWER FLOOR ° FF =193.5 v ° 194.00....... ...... ...... - - - - - - ...... ...... ....... ....T ... ...... 194.00 cl I SEE FOUNDATION PLAN N { 192.00,...... .. - - - - - -. ................ ...... ...... ...... ...... ...... ...... ...... ....°. 192.00 o . �� T: 190.00 I .......:... I ..... :......................... . ..............:........:....... .......:....... . .......:..... . . ....... . ,..... 1 . ..:........; ................ . . . , . 190.00 188.00 .... ........ .....:.................:....... ; ....... 9 ....... .. .....;........;....... ... ...... ;....... ; .......:.......:..... ..;........;........,........ 188.00 n +nn 1 +nn "+()f) � +nn q PROFILE LINE A C -4 C -4 SCALE: 1 " =20' HORIZONTAL, 1 " =2' VERTICAL 206.001 0. .,. 1-- ......,. ......., .. .............r...............,. .......,.......1.......r....... .,. .......1........,.......,206.00 o NEW CURB AND GUTTER UPPER*FLOOR � oC> N FF =203.5 204.00....... ... ... ° : .... :...... ...... ...... :...... .... ...... 204.00 0 O O N I 202.00 ........ ; ............. .............. .c:........ ......... ...... ; 202.00 o. CO . 200.00.......... ............... N. ..... °... ...................... ...........;200.00 0 rn W CD W z rn r :...................... F- w :.... :........:............... 198.00 ........ W I ..... ....... SEE DETAIL. , ....... ........ ... ...... o.. 1 .. 198.00 : ;. z C -4 C -3 ; r ° W LOWER FLOOR ; Lu o 4 U) LU N 196.00: ;I...... - - -... .......: .. ...... ........... ...... • - -... .......o.... ...... ...=1. ............... .......196.00 Z 36" DETENTION CULVERT SEE FOUNDATION PLAN rn U) of O NEW SIDEWALK, CURB, AND GUTTER 194.00....... . I ...... : ; ...... ...... ...... FF =193.5 ; ...... ° ... .... I ...... ...... : ...... : : 194.00 ° SEE FOUNDATION PLAN 192.00 ; .. .. ..... ...... ............. 192.00 190.00: ................. . .... : ...... .......... ..... , 190.00 188. 00�.......... I .................. ............................... ........ ............... 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L ...... ........x. 00 "90Z 13 10 0 m rn rr D z 0 c N Cl) D 0 N W 0 N cn m 0 0 0 T m N u 0 C- c z N Ul 0 CA rn 3 N ,017 = ,.6 :3ldOs SNOUVOOI 3�UO:Id NV-1 d SH SHERI OFFICE BLDG DOCUMENT c^_HEDULE 915 SHERIDAN ST REVISED 02/16/05 LITTLE & LITTLE 360 - 385 -5606 SHEET DESCRIPTION REVISION DATE A -1 SITE PLAN January 18, 2005 A -2 LOWER FLOOR PLAN January 10, 2005 A -3 UPPER FLOOR PLAN WITH GENERAL NOTES January 18, 2005 A-4 ROOF PLAN June 16, 2004 A -5 EXTERIOR ELEVATIONS October 18, 2004 A -6 BUILDING SECTIONS October 18, 2004 A -7 WALL SECTIONS October 18, 2004 A -8 A -9 A -10 RESTROOMS January 10, 2005 A -11 INTERIOR ELEVATIONS January 18, 2005 A -12 FLOOR & PLUMBING SCHEDULES June 16, 2004 A -13 DOOR SCHEDULE February 8, 2005 A -14 INTERIOR ELEVATIONS January 18, 2005 A -15 STAIR DETAILS & CROSS SECTION January 10, 2005 E -1 E -2 UPPER ELECTRICAL - POWER PLAN January 18, 2005 E -3 E-4 UPPER LIGHTING - REFLECTED CEILING PLAN January 20, 2005 S -1 FOUNDATION PLAN January 24, 2005 S -2 UPPER FLOOR PLAN January 24, 2005 S -3 ROOF PLAN January 24, 2005 • PAVING CRU5HECING I I TOP CO 70P COURSE SHERIDAN GRANT 9th IOth OASPHALT CLA55 B 3.0" 2.0" 3.0'' 2.0° CRUSHED SURFACING 2 TOP COURSE 2.0 2.0 2.0 2.0 OGRAVEL BASE (1) 10.0" 8.0" 10.0" 8.011 NOTES ' '1• g,•a (1) 13A5E MAY NEED TO BE INCREA5ED DEPENDING ON SUITABILITY OF NATIVE MATERIAL (2) ALL MATERIAL TO MEET W5DOT STANDARD SPECIFICATIONS 2 -'WIDE 2" CT5T COMPACTED (TYP) @ A/C WEDGE CONCRETE WEDGE CURB 51DEWALK PLANTING 5TKIP CONCRETE CURB CRUSHED 5URFACING 4 GUTTER TOP COURSE - 2 "A5PHALT PAVING 0 L CRUSHED 5URFACIN� TOP COURSE 0 S---a BASE ° 12 "CPEP CULVERT 30 1 0th STREET 5ECTION 2' -WDE 2" CT5T COMPACTED IXP. JOINT ((YP) W) @ AIC WEDGE 2" ASPHALT PAVING HEDGE CURB /CONCRETE CURB t GUTTER l�� CRU5HECING I I TOP CO 70P COURSE I TOP COURSE � O GRANT STREET SECTION SPLICE JOINTS IN FILTER FABRIC AT ,POSTS, USING STAPLES, WIRE PJNGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2 "x21' BY I4 GA WIRE OR 2x4 WOOD POST, STEEL EQUIVALENT, IF STANDARD FENCE POSTS, RE BAR STRENGTH FABRIC USED OR EQUIVALENT O W /v�/I)q M M � Lu � ' '1• g,•a C= 1 82.75 C =192 25 M W O H I� O V1 `O rl O � rn AAll rn '.Ln . + � W P05T SPACING MAY BE INCREASED TO 8' OF WIRE BACKING 15 U5ED P05T � FABRIC MIN 4 "x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL, OR 3/4" TO 1 -1 12" WASHED GRAVEL NOTE: INSTALL FILTER FABRIC FENCES ALONG CONTOUR WHENEVER P055113LE 10 SILT FENCE DETAIL NO SCALE RIGHT OF WAY 5' APRON @IXISTING EXISTING DITCH TO REMAIN al DRIVEWAYS QYP) RIGHT OF WAY 81.0 31.0 I I n 5 0 I .0 5.0 5.0 50 10 j.50, IXISTING TOPO TO REMAIN (TYP) TIE IXISTING CUVERT TO O Cl r�� NEW ASPHALT PAVING W1 WEDGE CURB NEW CATCH BASIN OR f_U n '1 , j G ) 1 I REMOVE EXISTING CULVERT AS NEEDED C f ! I \ EN5URE RUN -OFF F'Q / FILL IN IXISTING ITCH C/ r? t / 15 DIRECTED TO OPEN I t / �" / IXISTING 5TRJt f EDGE W) DITCH BY CULVERT 0k CB BY CTY • _ j �� J NEW _ B Y RIM 04.8 \� -- RIM 7 .� NEW I "AD5, MATERIALS - - -�� EW8 "ADS,MATYCITY - - -� - -- T�� T / / - �'--- -- /' - - - -- 'r'�� PROVI ED BY CITY CB PIoVIDEO BY cm' - - -�- - - - - L� �• CITY MONUMENT N0. 14 300 52 o 15.0 NEW TOPO (1YP) 1 121 9 I 50. 33.8 t .42,0 G. 10.0 REMOVE IXI ING CULVERT NEW FIRE HYDRANT NEW N AD5 BY CITY I J DRIVEWAY % DRIVEWA 13'9 I 15.0 ', 20 0 I BY DEVELOPEP. R =I5 -15 NEW B #1 `ETC =2045 TC- 203.0/ ITC =201 ST 51GN'6 RIM 045 04,Q BC =202.5 ) / ST 10ME % =194.0 N CB 9 '� C�3 Z:mr '--- - - ' 0 = 0 NEW i 2" CP P LVERT/ _ M 193 5 ` IfIj • d :^ 05.0 - / TO AiELOW POINT SSARY ' `O ; :�)•'4 '0 ,• 204 5 5' CONCRET� TC =20 .0 L k DING AREA LOCATION R % - ;5,� 1 R =20_ (FIELD DETERMINATION) 'Ir C 193 SIDEWALK US U 1 C= TRANSIT STANDARbS / 4• NEW, 3 B CITY CATION o TC =2Q60 :�.• ,raa r, •'r.: {r.a ` ° •� .; ?: ^': "'t' .t; ..r -. TO DETE IN I FIELD "' BC =245.5 't 'v 4` ,11ie "f'1'+ �. tt" ',.6.••'C ; "r. 't' ,. +-::•t a�`•. .%��y�,�� „ '+ `it iy ,..yf '�.:,,. +t'�u1:q..'•P'r1L..J +' ,•f'n'�11�'ti��1 I:ISKoit'• ,.v';r'�.l+,ti.;•• ,t T Lln•;ar v''' nv;. •+J't o ! «, •' .t .� ".; .•ut� :ya ,,'t �q:':.�'p. "r.. l:.itl•t {.��5:'� ��fS �',' �i'. Iri D t 16 ;'.L • P O •... ? ,h0 ; 1 21 160. \ 199 `vr'' t. (:. }'`•;;Y /,; / I, t- •+ , 1 .. NTRAN E' SIGN - • , I OO � I - ,' / 100. r,; t NEW TRANSF EP. Y u % • nt ,i' .! � t�'•• ADA �.MAPj ) -SEE WSDOT DETAIL F -3 v •,••Itt _ N 69d OG' 50" W EXIT ONL "D ;:1; -- !" TC= 93.5 N _ _ t�OT ENTER° sl _ _ _ _ _ n CJ_ (` �i'� �_ ,:,,: ILL-IN EXIST NG DITCH 3 I + • ; / R =4 R =3 02 5 01.9 202.5 �R =4' R =4 i { `� - qZ'�; -t• +" 1 BC -- 93.0 _ 1 STOP SIGN ,'.9; 10.0 2 15.5 C % 23.0 % II�. 1725 "•a "' ' O - / 17.25 24.0 - - -- •! CrJ I to I / 1 / 2 D6° 2D .5- - 2 - ,,•1 f• ".sir =,';. ., r.'•- t,!Y'�3 5„•,. •t ; ; .,I', n`: Y' �( I e a �L 6 1 ,/ / 8' ROOF DRAIN • ,.. A // ,93,.S,ti '1I 0 - I EXI5TING5TREET I C NEW, BRI a��jl' B 192 RIM2 0 I WHEE OF YP) - � rl• \ / NEW CB R8 ;�•. I 1 i C %' C ,••t .<'w RIM 1192.4 NEW CURB k GUTTER M)I CONCRETE 51DEWALK al,l, \ - - - - - - - / AIC W DGE TO BE 5TRAIGHT @ DRIVE AYS r) , . �. / I Ec2fil C I COVERED BIKP{ RAC 7r-j I I III i f _i / •00.5 V u I I 0o a o0 0000000000000'��0� X00 D NEW ASPH T PAVING I I /' 11 "r,' I 1 W/ 18° GE CURB }'t I � • i ; 6, ffia BUILDING I Lu w.. { _202E) C {�I 1:..1.. �- �L ^7 �- IXISTING RENO I I i W .'ur�i / • �'1• u N � � 0 � I] 0 � ' I VOI x I/ 41 - LL LI-L I v` FF UPPER = 203.5 j :� o x' I FF LOWER = 193.0 Rj5 I r.n�, 5' APRDRIV AY T(TYP) I z w I I O 1` 1•rN o WHEEL @ C PAVEMEtNj EDGE QD CA ! n \I C�) y!d 15.0 5 1�,0 C 1 22.5 O J2.01 190 20.5 19.0. a{�, 15 R=I5 5.0 I •ri.�l. 1 385 58.5 li' m I I l Ind; C I RIM,C8.4 (18) C .6 NEW 8 "PVC C90 {, "•'�' I t •.a. WATER MAIN BY CI I � '` / I O � •"1^ / - - - - - - - - \ APPROX 254 L.. I I I / ASPHALT- C n ••;1, / / \ PAFnNG AREA 1• ' \ \ I R -2 TWATER JAA( •t r N 'B-•. , �• / E 1" ETER •t DUMP5TER E RECYCLING 1 /I I zoz 6 I �, NEW CB (20) � x=14- - - 203- - -i -19 . �,:l, rn w.1 r. =d: °. ";..:..'•;.,�1�.. !.,'192. 201 0 1 I m t _15 MEET 0.'\1 2' SIB " ADS o �=o `'i '`,'..MEN ,2" 0 5696 50" - / IBY CITY - ',.!'• „I ;,,,:. } E =VPRT 3 II / / % 1 In :.:Y'' '" t fI , t•.�'; ; , • ' ! , ••i '•,r ,it / s f', . ' ...j t;" �! s� r• .; a'l1.;3y s .. d�• ''Yr • :•41, ' Cp"1.: "�1:.' , e ri.. `. t .4, .e t, . Hu C "t:•:.Yr.• ; .v. i'!','• L. r.141: 1:v•.� )Do ''x . ltiA, r '••N•q t' .li!'w. i''1 .v, a. •e ' ' 119) ' 6 5 CONCRETE S ALK .t:. fFILL EXIS ING DRAINAGE DITCH Of 196.25• 120 i1,,•'•� t1 ,1 t. '; i 1 :' •1+: • ,t..' to 1. �a t °i t�;•y;i•,. ° �l NEW C884 / t NEW 12" CPEP CULVERT -� (l- ^ " ✓j 1 ?� RIM 197 4 Ji �1 �1> RM 192k9 { 7' - - 1NEW CBBY I •>`I J C =201.5 _ ti ti '� % ' r R LGII'2'Ai)5 L- - �1-- -T_ - -- -- l �, -- l ' - - - I TC =192.5 3RIM 203.6 = 2.01.0 ` " BC 192.0 SXIS M BE U5E RE ET /IF EL E , IF T, REM ` EDGE OF IXISFiNG PAVING _ 9th ST / -W .1 w_ w -. ..}�w- ,� w -� / w ,_._w %w_ -w 7, ' 20.0 1; 20.0 8.0 50 10.0 ( / 80 1 / EXISTING MAIN ALIGN NEW CURB 1 TO THI5 EXISTING // EX15TING CULVERT EXISTING CURB ,,■n IXISTING DRAINAGE DITCH I� I EXISTING SIDEWALK 1�Illw' �NII��p� SITE PLAN �II1 SCALE: III =20' -011 NORTH I CRU5HECING I I TOP CO 70P COURSE �CRU5HED SURFACING GRAVEL BASE TOP COURSE � O GRANT STREET SECTION SPLICE JOINTS IN FILTER FABRIC AT ,POSTS, USING STAPLES, WIRE PJNGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2 "x21' BY I4 GA WIRE OR 2x4 WOOD POST, STEEL EQUIVALENT, IF STANDARD FENCE POSTS, RE BAR STRENGTH FABRIC USED OR EQUIVALENT O W /v�/I)q M M � Lu � ' '1• g,•a C= 1 82.75 C =192 25 M W O H I� O V1 `O rl O � rn AAll rn '.Ln . + � W P05T SPACING MAY BE INCREASED TO 8' OF WIRE BACKING 15 U5ED P05T � FABRIC MIN 4 "x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL, OR 3/4" TO 1 -1 12" WASHED GRAVEL NOTE: INSTALL FILTER FABRIC FENCES ALONG CONTOUR WHENEVER P055113LE 10 SILT FENCE DETAIL NO SCALE RIGHT OF WAY 5' APRON @IXISTING EXISTING DITCH TO REMAIN al DRIVEWAYS QYP) RIGHT OF WAY 81.0 31.0 I I n 5 0 I .0 5.0 5.0 50 10 j.50, IXISTING TOPO TO REMAIN (TYP) TIE IXISTING CUVERT TO O Cl r�� NEW ASPHALT PAVING W1 WEDGE CURB NEW CATCH BASIN OR f_U n '1 , j G ) 1 I REMOVE EXISTING CULVERT AS NEEDED C f ! I \ EN5URE RUN -OFF F'Q / FILL IN IXISTING ITCH C/ r? t / 15 DIRECTED TO OPEN I t / �" / IXISTING 5TRJt f EDGE W) DITCH BY CULVERT 0k CB BY CTY • _ j �� J NEW _ B Y RIM 04.8 \� -- RIM 7 .� NEW I "AD5, MATERIALS - - -�� EW8 "ADS,MATYCITY - - -� - -- T�� T / / - �'--- -- /' - - - -- 'r'�� PROVI ED BY CITY CB PIoVIDEO BY cm' - - -�- - - - - L� �• CITY MONUMENT N0. 14 300 52 o 15.0 NEW TOPO (1YP) 1 121 9 I 50. 33.8 t .42,0 G. 10.0 REMOVE IXI ING CULVERT NEW FIRE HYDRANT NEW N AD5 BY CITY I J DRIVEWAY % DRIVEWA 13'9 I 15.0 ', 20 0 I BY DEVELOPEP. R =I5 -15 NEW B #1 `ETC =2045 TC- 203.0/ ITC =201 ST 51GN'6 RIM 045 04,Q BC =202.5 ) / ST 10ME % =194.0 N CB 9 '� C�3 Z:mr '--- - - ' 0 = 0 NEW i 2" CP P LVERT/ _ M 193 5 ` IfIj • d :^ 05.0 - / TO AiELOW POINT SSARY ' `O ; :�)•'4 '0 ,• 204 5 5' CONCRET� TC =20 .0 L k DING AREA LOCATION R % - ;5,� 1 R =20_ (FIELD DETERMINATION) 'Ir C 193 SIDEWALK US U 1 C= TRANSIT STANDARbS / 4• NEW, 3 B CITY CATION o TC =2Q60 :�.• ,raa r, •'r.: {r.a ` ° •� .; ?: ^': "'t' .t; ..r -. TO DETE IN I FIELD "' BC =245.5 't 'v 4` ,11ie "f'1'+ �. tt" ',.6.••'C ; "r. 't' ,. +-::•t a�`•. .%��y�,�� „ '+ `it iy ,..yf '�.:,,. +t'�u1:q..'•P'r1L..J +' ,•f'n'�11�'ti��1 I:ISKoit'• ,.v';r'�.l+,ti.;•• ,t T Lln•;ar v''' nv;. •+J't o ! «, •' .t .� ".; .•ut� :ya ,,'t �q:':.�'p. "r.. l:.itl•t {.��5:'� ��fS �',' �i'. Iri D t 16 ;'.L • P O •... ? ,h0 ; 1 21 160. \ 199 `vr'' t. (:. }'`•;;Y /,; / I, t- •+ , 1 .. NTRAN E' SIGN - • , I OO � I - ,' / 100. r,; t NEW TRANSF EP. Y u % • nt ,i' .! � t�'•• ADA �.MAPj ) -SEE WSDOT DETAIL F -3 v •,••Itt _ N 69d OG' 50" W EXIT ONL "D ;:1; -- !" TC= 93.5 N _ _ t�OT ENTER° sl _ _ _ _ _ n CJ_ (` �i'� �_ ,:,,: ILL-IN EXIST NG DITCH 3 I + • ; / R =4 R =3 02 5 01.9 202.5 �R =4' R =4 i { `� - qZ'�; -t• +" 1 BC -- 93.0 _ 1 STOP SIGN ,'.9; 10.0 2 15.5 C % 23.0 % II�. 1725 "•a "' ' O - / 17.25 24.0 - - -- •! CrJ I to I / 1 / 2 D6° 2D .5- - 2 - ,,•1 f• ".sir =,';. ., r.'•- t,!Y'�3 5„•,. •t ; ; .,I', n`: Y' �( I e a �L 6 1 ,/ / 8' ROOF DRAIN • ,.. A // ,93,.S,ti '1I 0 - I EXI5TING5TREET I C NEW, BRI a��jl' B 192 RIM2 0 I WHEE OF YP) - � rl• \ / NEW CB R8 ;�•. I 1 i C %' C ,••t .<'w RIM 1192.4 NEW CURB k GUTTER M)I CONCRETE 51DEWALK al,l, \ - - - - - - - / AIC W DGE TO BE 5TRAIGHT @ DRIVE AYS r) , . �. / I Ec2fil C I COVERED BIKP{ RAC 7r-j I I III i f _i / •00.5 V u I I 0o a o0 0000000000000'��0� X00 D NEW ASPH T PAVING I I /' 11 "r,' I 1 W/ 18° GE CURB }'t I � • i ; 6, ffia BUILDING I Lu w.. { _202E) C {�I 1:..1.. �- �L ^7 �- IXISTING RENO I I i W .'ur�i / • �'1• u N � � 0 � I] 0 � ' I VOI x I/ 41 - LL LI-L I v` FF UPPER = 203.5 j :� o x' I FF LOWER = 193.0 Rj5 I r.n�, 5' APRDRIV AY T(TYP) I z w I I O 1` 1•rN o WHEEL @ C PAVEMEtNj EDGE QD CA ! n \I C�) y!d 15.0 5 1�,0 C 1 22.5 O J2.01 190 20.5 19.0. a{�, 15 R=I5 5.0 I •ri.�l. 1 385 58.5 li' m I I l Ind; C I RIM,C8.4 (18) C .6 NEW 8 "PVC C90 {, "•'�' I t •.a. WATER MAIN BY CI I � '` / I O � •"1^ / - - - - - - - - \ APPROX 254 L.. I I I / ASPHALT- C n ••;1, / / \ PAFnNG AREA 1• ' \ \ I R -2 TWATER JAA( •t r N 'B-•. , �• / E 1" ETER •t DUMP5TER E RECYCLING 1 /I I zoz 6 I �, NEW CB (20) � x=14- - - 203- - -i -19 . �,:l, rn w.1 r. =d: °. ";..:..'•;.,�1�.. !.,'192. 201 0 1 I m t _15 MEET 0.'\1 2' SIB " ADS o �=o `'i '`,'..MEN ,2" 0 5696 50" - / IBY CITY - ',.!'• „I ;,,,:. } E =VPRT 3 II / / % 1 In :.:Y'' '" t fI , t•.�'; ; , • ' ! , ••i '•,r ,it / s f', . ' ...j t;" �! s� r• .; a'l1.;3y s .. d�• ''Yr • :•41, ' Cp"1.: "�1:.' , e ri.. `. t .4, .e t, . Hu C "t:•:.Yr.• ; .v. i'!','• L. r.141: 1:v•.� )Do ''x . ltiA, r '••N•q t' .li!'w. i''1 .v, a. •e ' ' 119) ' 6 5 CONCRETE S ALK .t:. fFILL EXIS ING DRAINAGE DITCH Of 196.25• 120 i1,,•'•� t1 ,1 t. '; i 1 :' •1+: • ,t..' to 1. �a t °i t�;•y;i•,. ° �l NEW C884 / t NEW 12" CPEP CULVERT -� (l- ^ " ✓j 1 ?� RIM 197 4 Ji �1 �1> RM 192k9 { 7' - - 1NEW CBBY I •>`I J C =201.5 _ ti ti '� % ' r R LGII'2'Ai)5 L- - �1-- -T_ - -- -- l �, -- l ' - - - I TC =192.5 3RIM 203.6 = 2.01.0 ` " BC 192.0 SXIS M BE U5E RE ET /IF EL E , IF T, REM ` EDGE OF IXISFiNG PAVING _ 9th ST / -W .1 w_ w -. ..}�w- ,� w -� / w ,_._w %w_ -w 7, ' 20.0 1; 20.0 8.0 50 10.0 ( / 80 1 / EXISTING MAIN ALIGN NEW CURB 1 TO THI5 EXISTING // EX15TING CULVERT EXISTING CURB ,,■n IXISTING DRAINAGE DITCH I� I EXISTING SIDEWALK 1�Illw' �NII��p� SITE PLAN �II1 SCALE: III =20' -011 NORTH I O 00 � M `M° � O W /v�/I)q M M � Lu � ' '1• g,•a C= 1 82.75 C =192 25 M W O H I� O V1 `O rl O � rn AAll rn '.Ln . + � W r V J � O u O �'•�� �1 .'•'v k1 ■ ■ulnnn■oomn■olo■■■■ ■000■oouloo■ 1 ■■■■■■■■ 1■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1■■ ■O v ■I■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ MEMO NOMINEE ■I ■ ■■■ ■ ■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■■. ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�I ■ ■Ell E u�ino■oo■.o■000■ooiv■■�o�ltu■�� tno.� P05T SPACING MAY BE INCREASED TO 8' OF WIRE BACKING 15 U5ED P05T � FABRIC MIN 4 "x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL, OR 3/4" TO 1 -1 12" WASHED GRAVEL NOTE: INSTALL FILTER FABRIC FENCES ALONG CONTOUR WHENEVER P055113LE 10 SILT FENCE DETAIL NO SCALE RIGHT OF WAY 5' APRON @IXISTING EXISTING DITCH TO REMAIN al DRIVEWAYS QYP) RIGHT OF WAY 81.0 31.0 I I n 5 0 I .0 5.0 5.0 50 10 j.50, IXISTING TOPO TO REMAIN (TYP) TIE IXISTING CUVERT TO O Cl r�� NEW ASPHALT PAVING W1 WEDGE CURB NEW CATCH BASIN OR f_U n '1 , j G ) 1 I REMOVE EXISTING CULVERT AS NEEDED C f ! I \ EN5URE RUN -OFF F'Q / FILL IN IXISTING ITCH C/ r? t / 15 DIRECTED TO OPEN I t / �" / IXISTING 5TRJt f EDGE W) DITCH BY CULVERT 0k CB BY CTY • _ j �� J NEW _ B Y RIM 04.8 \� -- RIM 7 .� NEW I "AD5, MATERIALS - - -�� EW8 "ADS,MATYCITY - - -� - -- T�� T / / - �'--- -- /' - - - -- 'r'�� PROVI ED BY CITY CB PIoVIDEO BY cm' - - -�- - - - - L� �• CITY MONUMENT N0. 14 300 52 o 15.0 NEW TOPO (1YP) 1 121 9 I 50. 33.8 t .42,0 G. 10.0 REMOVE IXI ING CULVERT NEW FIRE HYDRANT NEW N AD5 BY CITY I J DRIVEWAY % DRIVEWA 13'9 I 15.0 ', 20 0 I BY DEVELOPEP. R =I5 -15 NEW B #1 `ETC =2045 TC- 203.0/ ITC =201 ST 51GN'6 RIM 045 04,Q BC =202.5 ) / ST 10ME % =194.0 N CB 9 '� C�3 Z:mr '--- - - ' 0 = 0 NEW i 2" CP P LVERT/ _ M 193 5 ` IfIj • d :^ 05.0 - / TO AiELOW POINT SSARY ' `O ; :�)•'4 '0 ,• 204 5 5' CONCRET� TC =20 .0 L k DING AREA LOCATION R % - ;5,� 1 R =20_ (FIELD DETERMINATION) 'Ir C 193 SIDEWALK US U 1 C= TRANSIT STANDARbS / 4• NEW, 3 B CITY CATION o TC =2Q60 :�.• ,raa r, •'r.: {r.a ` ° •� .; ?: ^': "'t' .t; ..r -. TO DETE IN I FIELD "' BC =245.5 't 'v 4` ,11ie "f'1'+ �. tt" ',.6.••'C ; "r. 't' ,. +-::•t a�`•. .%��y�,�� „ '+ `it iy ,..yf '�.:,,. +t'�u1:q..'•P'r1L..J +' ,•f'n'�11�'ti��1 I:ISKoit'• ,.v';r'�.l+,ti.;•• ,t T Lln•;ar v''' nv;. •+J't o ! «, •' .t .� ".; .•ut� :ya ,,'t �q:':.�'p. "r.. l:.itl•t {.��5:'� ��fS �',' �i'. Iri D t 16 ;'.L • P O •... ? ,h0 ; 1 21 160. \ 199 `vr'' t. (:. }'`•;;Y /,; / I, t- •+ , 1 .. NTRAN E' SIGN - • , I OO � I - ,' / 100. r,; t NEW TRANSF EP. Y u % • nt ,i' .! � t�'•• ADA �.MAPj ) -SEE WSDOT DETAIL F -3 v •,••Itt _ N 69d OG' 50" W EXIT ONL "D ;:1; -- !" TC= 93.5 N _ _ t�OT ENTER° sl _ _ _ _ _ n CJ_ (` �i'� �_ ,:,,: ILL-IN EXIST NG DITCH 3 I + • ; / R =4 R =3 02 5 01.9 202.5 �R =4' R =4 i { `� - qZ'�; -t• +" 1 BC -- 93.0 _ 1 STOP SIGN ,'.9; 10.0 2 15.5 C % 23.0 % II�. 1725 "•a "' ' O - / 17.25 24.0 - - -- •! CrJ I to I / 1 / 2 D6° 2D .5- - 2 - ,,•1 f• ".sir =,';. ., r.'•- t,!Y'�3 5„•,. •t ; ; .,I', n`: Y' �( I e a �L 6 1 ,/ / 8' ROOF DRAIN • ,.. A // ,93,.S,ti '1I 0 - I EXI5TING5TREET I C NEW, BRI a��jl' B 192 RIM2 0 I WHEE OF YP) - � rl• \ / NEW CB R8 ;�•. I 1 i C %' C ,••t .<'w RIM 1192.4 NEW CURB k GUTTER M)I CONCRETE 51DEWALK al,l, \ - - - - - - - / AIC W DGE TO BE 5TRAIGHT @ DRIVE AYS r) , . �. / I Ec2fil C I COVERED BIKP{ RAC 7r-j I I III i f _i / •00.5 V u I I 0o a o0 0000000000000'��0� X00 D NEW ASPH T PAVING I I /' 11 "r,' I 1 W/ 18° GE CURB }'t I � • i ; 6, ffia BUILDING I Lu w.. { _202E) C {�I 1:..1.. �- �L ^7 �- IXISTING RENO I I i W .'ur�i / • �'1• u N � � 0 � I] 0 � ' I VOI x I/ 41 - LL LI-L I v` FF UPPER = 203.5 j :� o x' I FF LOWER = 193.0 Rj5 I r.n�, 5' APRDRIV AY T(TYP) I z w I I O 1` 1•rN o WHEEL @ C PAVEMEtNj EDGE QD CA ! n \I C�) y!d 15.0 5 1�,0 C 1 22.5 O J2.01 190 20.5 19.0. a{�, 15 R=I5 5.0 I •ri.�l. 1 385 58.5 li' m I I l Ind; C I RIM,C8.4 (18) C .6 NEW 8 "PVC C90 {, "•'�' I t •.a. WATER MAIN BY CI I � '` / I O � •"1^ / - - - - - - - - \ APPROX 254 L.. I I I / ASPHALT- C n ••;1, / / \ PAFnNG AREA 1• ' \ \ I R -2 TWATER JAA( •t r N 'B-•. , �• / E 1" ETER •t DUMP5TER E RECYCLING 1 /I I zoz 6 I �, NEW CB (20) � x=14- - - 203- - -i -19 . �,:l, rn w.1 r. =d: °. ";..:..'•;.,�1�.. !.,'192. 201 0 1 I m t _15 MEET 0.'\1 2' SIB " ADS o �=o `'i '`,'..MEN ,2" 0 5696 50" - / IBY CITY - ',.!'• „I ;,,,:. } E =VPRT 3 II / / % 1 In :.:Y'' '" t fI , t•.�'; ; , • ' ! , ••i '•,r ,it / s f', . ' ...j t;" �! s� r• .; a'l1.;3y s .. d�• ''Yr • :•41, ' Cp"1.: "�1:.' , e ri.. `. t .4, .e t, . Hu C "t:•:.Yr.• ; .v. i'!','• L. r.141: 1:v•.� )Do ''x . ltiA, r '••N•q t' .li!'w. i''1 .v, a. •e ' ' 119) ' 6 5 CONCRETE S ALK .t:. fFILL EXIS ING DRAINAGE DITCH Of 196.25• 120 i1,,•'•� t1 ,1 t. '; i 1 :' •1+: • ,t..' to 1. �a t °i t�;•y;i•,. ° �l NEW C884 / t NEW 12" CPEP CULVERT -� (l- ^ " ✓j 1 ?� RIM 197 4 Ji �1 �1> RM 192k9 { 7' - - 1NEW CBBY I •>`I J C =201.5 _ ti ti '� % ' r R LGII'2'Ai)5 L- - �1-- -T_ - -- -- l �, -- l ' - - - I TC =192.5 3RIM 203.6 = 2.01.0 ` " BC 192.0 SXIS M BE U5E RE ET /IF EL E , IF T, REM ` EDGE OF IXISFiNG PAVING _ 9th ST / -W .1 w_ w -. ..}�w- ,� w -� / w ,_._w %w_ -w 7, ' 20.0 1; 20.0 8.0 50 10.0 ( / 80 1 / EXISTING MAIN ALIGN NEW CURB 1 TO THI5 EXISTING // EX15TING CULVERT EXISTING CURB ,,■n IXISTING DRAINAGE DITCH I� I EXISTING SIDEWALK 1�Illw' �NII��p� SITE PLAN �II1 SCALE: III =20' -011 NORTH I f O - I 5EE W5DOT 5T NDARD PLAN F -3 FOR JOINT S FlN5HLt,, DETAIL !'. ^S (TYPICALFOR LpIDBNALKS) ! 1925 192.0 CB ' IE. I88.16 I I RAMP (Tl?) - 5EE W51DOT DETAIL F3 CB I E. 169,79 I ieC 1 717) 3 4 - i 2 e- -7 n Lam/ I 4 Wendy Ryan, Architect O 00 � M `M° � O W /v�/I)q M M � Lu � ' '1• g,•a C= 1 82.75 C =192 25 M W O H I� O V1 `O rl O � rn AAll rn '.Ln . + � W r V J � O u O �'•�� �1 .'•'v k1 f O - I 5EE W5DOT 5T NDARD PLAN F -3 FOR JOINT S FlN5HLt,, DETAIL !'. ^S (TYPICALFOR LpIDBNALKS) ! 1925 192.0 CB ' IE. I88.16 I I RAMP (Tl?) - 5EE W51DOT DETAIL F3 CB I E. 169,79 I ieC 1 717) 3 4 - i 2 e- -7 n Lam/ I 4 Wendy Ryan, Architect Notes: 1 11= 201 -011 Scale: A- I SITE PLAN Jan. l8, 2005 O 00 � M `M° � O /v�/I)q M M � z � V1 M W O H I� O V1 `O rl O � rn AAll rn v � � W r � O u O �'•�� �1 Notes: 1 11= 201 -011 Scale: A- I SITE PLAN Jan. l8, 2005 00 U `M° O V1 'C3 V1 ` rl O Notes: 1 11= 201 -011 Scale: A- I SITE PLAN Jan. l8, 2005 SOUTH PROPERTY I I I Io I I I i© 1 T T T I, 1 x� x¢ i ME I Iffiv ELECTRICAL 0 X12" ELECTRICAL CHASE I ( 51 Al K5 ------------------- Iw ios ELE LOBBY I I I I NORTH PROPERTY LINE PEINFOP.CED CONCRETE WALL 5TEEL COLUMN W! I -HP. FIRE- P.ETARDANT I 8" REINFORCED CONCRETE SHEAR V # 518" GYP BOARD WRAP (iYP) I I I 1 1 AUNI5TORPFP.ONT DOOP5 ©I I ®I F I / TEMPEPED GLAZING 6x6 TREATED FOS T I o -- _ YY - ILLUMINATED t If IXITSIGN� %�!1 Gx 10 TREATED BEAM { UNFINISHED fUTU KI, 0 "FICE i ALUM 5TOREFRONTDOOP.S I� I ILLUMINATED W /TEMPERED GLAZING 127 I EXITDGHT t STORAGE SPACE I '' I' rGXG TREATED P05T mT) I 14,080 50. FT, 6x 10 TREATED BEAM I I I ` MOMENT- RE515TA14T STEEL WALL FRAMING (IYP) ` OVER. -HANG I POSTPEATED FPAME IN XT EERIOR ENTRY P.00F GXG '-H\ WA L CON5TRUGTION W/ 2xG WOOD 4'x4' VIN11 WINDOW STUDS I G" O.C. # R -19 IN5ULATION W11N5ULATED GLASS W) ALUM STOREFRONT DOOP5 I W1 TEMP qED GLAZING I 1 I I NORTH 101 I 1 I 1 0 L - -r- - - - - - -- -- - - - - -- - 1----------------- - - - - -- I x Q LOWER FLOOR PLAN GYP BOARD MT) mp:,. • •: I I I -EAST PPO EP.TY LINE . !,l J4-I- Q --j �F��L:�I1'- l� f ViEN,Du r t, , STATE WA afrit nil Wendy Ryan, Architect 4 _ AVp��l VJ � O \.0 m 1 r SOUTH PROPERTY I I I Io I I I i© 1 T T T I, 1 x� x¢ i ME I Iffiv ELECTRICAL 0 X12" ELECTRICAL CHASE I ( 51 Al K5 ------------------- Iw ios ELE LOBBY I I I I NORTH PROPERTY LINE PEINFOP.CED CONCRETE WALL 5TEEL COLUMN W! I -HP. FIRE- P.ETARDANT I 8" REINFORCED CONCRETE SHEAR V # 518" GYP BOARD WRAP (iYP) I I I 1 1 AUNI5TORPFP.ONT DOOP5 ©I I ®I F I / TEMPEPED GLAZING 6x6 TREATED FOS T I o -- _ YY - ILLUMINATED t If IXITSIGN� %�!1 Gx 10 TREATED BEAM { UNFINISHED fUTU KI, 0 "FICE i ALUM 5TOREFRONTDOOP.S I� I ILLUMINATED W /TEMPERED GLAZING 127 I EXITDGHT t STORAGE SPACE I '' I' rGXG TREATED P05T mT) I 14,080 50. FT, 6x 10 TREATED BEAM I I I ` MOMENT- RE515TA14T STEEL WALL FRAMING (IYP) ` OVER. -HANG I POSTPEATED FPAME IN XT EERIOR ENTRY P.00F GXG '-H\ WA L CON5TRUGTION W/ 2xG WOOD 4'x4' VIN11 WINDOW STUDS I G" O.C. # R -19 IN5ULATION W11N5ULATED GLASS W) ALUM STOREFRONT DOOP5 I W1 TEMP qED GLAZING I 1 I I NORTH 101 I 1 I 1 0 L - -r- - - - - - -- -- - - - - -- - 1----------------- - - - - -- I x Q LOWER FLOOR PLAN GYP BOARD MT) mp:,. • •: I I I -EAST PPO EP.TY LINE . !,l J4-I- Q --j �F��L:�I1'- l� f ViEN,Du r t, , STATE WA afrit nil Wendy Ryan, Architect 4 00 AVp��l VJ � O \.0 m T r V O0 M ICU n 7j O r-i /O VJ Y� n W [� r, f---1 V) r� v 1 00 W m � O I� Notes: Scale: 1/6" A -2 LOWER PLAN Jan 10, 2005 00 AVp��l VJ � T r O0 ICU 7j t� Y� n c r, V) r� v 1 Notes: Scale: 1/6" A -2 LOWER PLAN Jan 10, 2005 e A B C D E 174' -0" j Wendy Ryan, Architect 32' -0° 30'-0" 32' -0" 40' -0" �" 17' -0/ 3 " 21'_x" � 6z' 3 I I'AV? 3 /e" 71-GV4" 2G'-M' 3142— 3 " 131- U52' 3i 39- 43/4" , 50 I1, -3�I� II'-3z" 78 151( "R01 44" 4' -0" 9' -0" 12' -� 9'9" 4' -0" 1 4'_0" I' -10 2' -3" 4' -0" 4z 4' -0" 5' -10" 4' -0" T -2" 4'_O.. 41' 4'_O.. 4'_0.. O � (`n (r) 4'x4' VINYL WINDOW (TYP) R.O. R.O. R.0 R.O. R.O. R.O. R.O' R.OI R.O. 2' -IYz - -- P.O. I B' -0" 2' -IYz" ORFPC MPERE R.O. AT DOOR'O1 GLAZING�I R.O. R.O. R 0. R.O. R.O. R 0. - - -- - -- © - T----- -- - - -- I - --- LIDING 51DEU - -- ALU ES 51 I ENTRY MAT � -HR WALL CONSTRUCTION W/ 2x6 WOOD STUDS @ 16" O.C. 4 R -19 INSULATION Q� OQ M I n 5' -0" WIDE x 4'- b m iu 0 0 _< CHAIR RAIL (TYP i DI "–� CERAMIC TILE ELEV Qii _.'f_ - CHAIR RAIL (tYP HAIR RAIL RYP A- I I FOUR WALLS) �� GYP Rf51UENTVINYLT(LE5 - -{ o FOUR WALLS) FOUR WALLS) MEN 5/B BOAP�D(TYP) ELEV 204 SEATING CHILD I VE5TIBULE,' RECEPTION ELEV -;- �' INTERVIEW INTERVIEW - 201 , • •'_;:, :, , •. A -14 0 0 PLAY AREA ; A -14 – 2os 210 – I FLOOR DRAIN i a _ 12" ELECTPJCAL CHASE``- LUNCHROOM COMMON ORIENTATION DF DF 205 L - - -- - -- - -� — ----------- - - -zoz ---- - - - - -- I, .. '.'. -_ RENTAL SPACE 216 1 2114 AL4 ALCOVE 3 - - -- z1s � � �' 4'x8'TAGKBOARD� ( 2' -�' m zsz NSTA -HOT �„ HALL D 0 CLIENT WAITING I cD FU UK 251 �CHAIR RAIL (TYP FOUR WALLS) 3z' _ I Z STAIRS CHAIR RAIL (TYP FOUR WALLS) 4'x8' WHITEBOARD I"a 2 1 "GYP BOARD ON 1 Y. 7 �" 0 3 ELEV 3' -0� 36" COUNTER ELEVATOR w 1 'x` 24s OSTROOM 4x8 TAGK50APD LAYERS 5/8 A -14 Q RC -I ACOU5TICALCHANNEL5 WOMEN - - -- -- - - - - -- - - -- o I __; A -�I I - I ELFV I 36" ChUNTER LADDER 14' -9Ya" 3Lg' T- I%" I 4 5' -Ile" 4 , /X.' EXIT ' 1:" ENTRY MAT DVR TESTI NG 6 I PLEXIGLA55 GLAZING I A 11C ACCESS IT i z1z o 6 OFF COUNTER Y ;e 2a0 -' HALL 244 1575D Ff �, .- •'��': ,., z 4'x8'WHITEBOARD II _ _ _ -- -- CHAIR RAIL (iYP �' - -- - -- - -- o I 41 4® 43 FOUR WALL5) Y MAT CERAMI TILE a ENTRY 7.103/^ 3z" CSO 3' y 3z" T -10 5 FLOOR DRAIN SOFFIT ABOVE RECEPTION ;I COUNTER 4 AIR SHAFT W/ I -HR FAMILY n zD3 ° ° ELEV CONSTRUCTION FAMILY VISIT — OPEN OFFICE „ 1 d VIEW o ALUM STOREFRONT DOOR ;; A -I INTERVIEW I I „ 4 COUNTER VISIT z43 24s W / TEMPERED GLAZING w ¢ " z41 II ELEV DC RECEPTION HALL 0 24z i i A- I I c z47 CHAIR RAIL (IYP CHAIR RAIL JYP FOUR WALLS) FOUR WALLS) ONE -WAY GLA55 c 4 3 4 I6'_0° 16' -0" 16' 0" 16' -0" 16 0 16'_0" 14'_0° 16'_0" 13 m O _ � o 42' GUARDRAIL: AWNING OVER D DEEP FABRIC DOOR B ALUM STOREFRONT DOOR W/ TEMPERED GLAZING YY (� E-•1 r ^O F+1 �--> U i-- Q 4'"� M r y r 1 ci b _ � 0 b "DEEP FA 2" GUAR a N RIC AWNI RAIL G OVER D OR -- - - - - -- f �n o i `? o - -- - - -- •. �. �. b o -v 0 Y -Y A -10 — b b 0 o � o 0 — — — — — — – OPEN OFFICE zn 3/4" FI - RETARDANT AC PLYWO D ALL WALLS — RE5IUEN VINYL TI i5 '- II 5 Oe _ CERA IC TILE ALC VE 2 e ELEV 2 u A I DF of q O 3 -3" 3" 5' -IYz" z 3z 5' -IIYz" 3PZ" 2 8 II 3z I " 3' -4 3z" 5 IYz° 3z 12'-6" 3z 8' -5 z" I 319 12' -5q o � ! ` ELEV " NSTA -HOT 2x6 WOOD STUDS 16" O.C. A- 4 �. E -5 ANDING ADJUSTABLE `"'°w•�,� 5 ELVE LTYP) 1 � 1 OPEII OFFICE 238 ti I 3 00 OMO 0 0 4 0 — — — — 51DEUTE W/ TE,PERED GLAZING (TYP) '�" 12 "FREE- TANDING ADJ SHE L E5 Or) b z 1 ® 19 2 DVR SU C50 MGR OFFICE C50 SUPV C50 SUPV OFFICE 216 OFFICE OFFICE zzl z1s zzo = eF ELEV A l l A -I I O I FLOOR DRAIN WOMEN O O 224 MEN LOOP. DRAIN 227 0 o SHOWER v\THOWER zzs zz5 ^ 2 RE5ILIE VI YLTILE — — — — — — SIDELITE W1 TEMPERED GLAZING [TYP) " ADJUSTAB 5HELVES 1 � 2x4 STUDS @ 16" 0 G. (LYP) N W�,LL BRA KETS (TYP) I a 2 LAYER5 5/8" GYP BOARD ON N 3 3z 33 3 4'x8' WHITEBOARD RC -I ACOUSTICAL CHANNELS CSO SUPV COMMON DDD 5UP DCF5 SUPV COMMON DCF5 P OFFICE COMMON MEETING OFFICE OFFICE MEETING OFFICE 237 CONFERENCE I 232 233 z34 235 236 z3o CHAIR RAIL (YP / 4'x8' WHITEBOARD FOUR WAL L5) 4'x8' TEBOARDJ — o 0 13l -�J,.' a °w rp'✓ p° -Q .'� ca "• I b �1.� "'- 7 q �\ 0 j ~/) ^, V/ ,. T/1 J `/ 1 � 1 %� b b w 4 c 4 oc 0 V in o ci — o § v 5 ° S 5 /S 33 60 r/ ^ 1@'I.i Cbt¢^ d�J oPLO( • � • N i-- 0 4' -0" 4' -0" 4' -0" 7-8" 4' -0" T -I IYz 4' -0" 4' -9" R DRA \8%111 103 /e° CERAM C TILE FLOC R DRAIN 441 4' -O" 5 -IYz" 4'-0" T -2" 4' -O" 4' -O" 4' -O" 3' -10" 4' -0" 6' -2" 4' -0" ON W 4' -O" L BRACKET, 4' -0° ELKS x 4' -0 = 6' -2" 4' -O" G' -2' 4' -0" 4' -O" v 0' -5" 4' -0" 4' -0' T -10" 8' -2" 12 2" Im" R.O. R.O. I5'1} 3c" R.O. 11' -811 3'/z" R.O. I I'-bz" 3z' R.O. 9' -7'l" 3�° R.O. I L' -4" 3e� R 0. 21' -7V' R.O. 3z" 11 R 0. R.O. 18' 8" % R.O. 1 1'�" 3'4° R.O. 9' -I'/z" 3'/z" R.0 10'1 IYz" 3'4" R.O. 12' -%' 3z° R 0. 10' -1 UT 3z" R O. R.0 15'-43/" 40' -0" 32' -0" 30' -0" 32' -0" 40' -0" L , Notes. GENERAL NOTE5: I . "ENDURANCE" ENTRY MAT 13, CHILD -PROOF TAMPER - RESISTANT ELECTRICAL RECEPTAGLE5 IN WAITING 2. KEY LOGK5 PER TENANT INSTRUCTIONS ROOM E FAMILY VI51T ROOMS if INSULATION IN OFFICE WALLS 14. SUPPLEMENTARY RECE55ED DOWN- LIGHTS IN SOFFIT ABOVE RECEPTION 3. ACOUSTICAL IN OFFICE FURNITURE PANELS WIRED BY TENANT VENDOR FROM WIRE WHIP COUNTER w Scale: 1/8" PROVIDED AT WALL J -BOXES 15 FLOOR- MOUNTED SERVICE SINK, 3 MOP HOOKS, d SHEL(/ING IN JANITOR'S UPP4. E LO 0 PLAN 5. INSTA -HOT AT BREAK COUNTER ROOM G. T -8 ELECTRONIC 5ALLA5T5 FOR LIGHT FIXTURES, WITH 3 -LEVEL 5WITCHING 16 CHAIR RAILS ON WALLS IN CLIENT WAITING, COMMON ORIENTATION0 SCALE 1/57. 11 I I –OIL OUTSIDE CORNER GUARDS THROUGHOUT INTERIOR LUNCHROOM, COMMON CONFERENCE, INTERVIEW, d FAMILY VISIT ROOMS _ 8 FOLD -DOWN CHANGING TABLES IN RESTROOMS 17. BLINDS ON EXTERIOR WINDOWS EINTERIOR RE -CITES A-3 9. ONE -WAY AUDIO MONITORING SYSTEM IN VIEWING ROOM, WITH MICROPHONES 18. PAINTED PLYWOOD A5 FINISHED SURFACE ON TWO WALL5 OF L.A.N. ROOM IN FAMILY VI51T ROOMS CONNECTED TO CONTROLLER15FEAKER NORTH 10.2' -WIDE, FULL - HEIGHT RE -CUES BE51DE OFFICE 4 CONFERENCE ROOM DOORS „ 11. CARFET THROUGHOUT EXCEPT A5 OTHERWISE SHOWN 12, CERAMIC TILE FLOORS 6 WAINSCOT IN RE5TROOM5 , pLOO R PLAN a -",114 -�_� Jan 18, 2005 I` 23'A" Wendy Ryan, Architect 3' Y2 "I 1 y.. �, ,21 7Y1 1 _6117 030 ASPHALT COMP051TION ROOFING MT) F--I 00 M M U 0 111 11 ITF 11 11 IT m O U un `- I W o H 00 FLOOR F OUTHLEONTRY b W 4 ROOF OVER LOWER 1--I FLOOR NORTH ENTRY o N W A_ 10 0 N AN _ C? cV O [V C? OQ o N U 000 I V 7' O" 0" 5135 MODIFIED BITUMIN _ O 0 ROLL ROOFING (fl'P) — — — 1�1- 4'Jr -— bA J^�l ((^u, r� 03 - 0 ROOF OVER LOWER FLOOR EA5 ENTRY 24'-x" FASCIA TRIM Fl F) Notes: 3" 21.911 001.011 001.011 gOi_DO 12'-0" 301_00 101.011 001.0" 201.011 20-9' 21.911 3" G L L G L 1801 -0" L L L ✓ Scale: 1/8" P\00f FLAN SCALE: 1 /8'I = I'-011 A-4 NORTH ROOF PLAN - f 4 19 1 %V2 --7 Jun 16, 2004 ROOF HATCH ATTIC ACCESS DOOR I 7i_Op O A i_D i i] AI_Dii 24'-01' O i1 i_Dn 41.011 71.011 L'! L'1LAN ROOM AIR GONDT )HER L'i I � R00 CRICKET (iYP)I � II ROOF DRAIN • • I I 450 -POUND HEAT PUMP (lYP) 12" 501AR TUBE (TYP) I I I PARAPET � I 4 GUTTER WOOD TRIM (TYP) FLOOR FLOOR 193.0 4'x5' VINYL WINDOW (TYP) 51DEWALK SHEET METAL CAP FLASHING (TYP) n 3 2 12 41 �■ _ ■� _ � 1 _ �I iii il�il � i ALUM STOREFRONT ri1' TREATED 0 TEMPERED GLAZING ex 10 TP EATED BEAM ASPHALT COMP051 ZION SHINGLES (TYP) i f 5-0"x5-0" VINYL WINDOW • NORTH ELEVATION (I 0th Street) WOOD FASCIA 51DEWALK ON 9th 5T. F 93.75' FLOOR 193 0' SIDEWALK --�' FLOOR 203.5' ) HAKDI -PLANK 51DING x--42" GUARDRAIL (TYP) ALUM STOREFRONT DOOR WI TEMPERED GLAZING CONCRETE FOUNDATION WALL ASPHALT COMP SHINGLES r • If AS FASCIA P WOOD T ELEVATION (Sheridan Street) 12 ✓LIVIIVV I \LVIV n,VViv, STOREFRONT DOORS Oahk WEST ELEVATION (Grant Street) . Pm. In. nPnnnnnln. Olnnvinn .l.0•.npnlPmmm��prl.lnn. nulnn.Inrulnn.un.nnnPnub.. .III......... I W I IlI11...... 11�11111II1111�11111Ip111�1I w�m11�11111Ip1�11m111II1111IpI11�l1nIm111�11111IpI11I11 ..-_ 11 Luiipinmmmmmnml mm�lmmmnmunmmlluum „mumm�lmmmnlmlmpnlmnulumm�llpo m lu _,.. nililwmnunnmmmnmumm�lllnmpmmmnlnupnuumlmnulmlllnmm�npnupnlllnnulnmmnunuupmllnnuim .�..- I . amnnllunlpnll1u11mmm�nlmlmlmllwlupwlmnmluumn�mlolnnmlummmnllpmminulnnnmmnnllnnunnllln III I I 1 � II mnr�. 1 m um unm 1 Iln - 1 111111\ Inl 1111111 Ip 111 I I mI nu Im mm 1 1 m - "•�=' nuumwmlm p I m � I I n mmm uumwm I I I mIIIm Imunmlulu m u �■pmmmp I m I Iwuulmnmml�mm�llllulmnulun� mm�mm�lupmmmuunmmm11m11mpmmnlmmmnmm�mmlll, Imnnuumm�llpnlmnllpnllpinllunmmnwmulupulmnupnllpnnNu pmnlmmm�ulnnuunlllmlmnr• _ . unuwulnnl nmm�ummm�nunupmmnuowupml1nu11mlmmllunpmlulmmomlmlllnnmmunnmmnunnwmnmm�umnmmnwupnupnummm�m r.._ mmunmmnwllllmupnuln•.,. nnpnlunmm�lllmumullnmm�ulnnllnulll1111mnlpulllmmmu Jill mulmlllmlulmumlumnlpnmwumnmmllnnupmnunumI 'll,wN unmlunl1nn11umm�mu.._. nlupmminlmnmmmlr nlmmmuwunmmmwmmmmlpmmlmlunmmplwl IOIpnIm111IpInI11111pI1nIpm1lmnlp111pl1unglnlmnlll1011pn1l11nI mI11I11111m111 Ell ll p111I11111I1u11pI11111 1111111NIU11IpI1n. Iwlmmmmnllpm•... apnmunmmmnmm�mnupmlmmlunllumm�mm�mmm�nlnnlll1n1m1oupmulummnm, Ilmmmnlmmmuupnupmmnmumm�mlumumnnupnlmmmnllp11 AID I pnull nnnm uunmuunnn. nmpwlmnmmnllmmllumnunnnunmmnnnuunmwnlnlumnnnnmwmwunmlwmnnunmm�uluuunmpwnumm�mumm�lulmunmilnmm�uiwumnmmm_ mmmmmmwm_mmwn.\ uuum �,N. �, nlmmnumm�wu m IPid.nnN6�.. udd ! - �IIIIIIIp1111InI1111p1111 �!I�Illlllllllli� iiiiii�iiiii�l�liiiiilill _IIIIIIIIII�I IIIII�III I � - 11„ -,,,.1 .1..• CONCRETE FOUNDATION WALL 3'-O"x5'-0` VINYL W1NI)OW__j Gx 10 TREATED BEAM W1 TEMPERED GLAZING r a III, 5OUT ELEVATION 9th 5treet) /--5HEET METAL CAP FLA5HING (TYP) \— ALUMINUIN STOREFRONT DOORS 2"xO -0" 51DELITE WOOD P05T (TYP) - 0"x5-0” VINYL WINDOW M`7) FASCIA BOARD F PHALT CO F051TION SHINGLES (TYP) A T COMP 5H1 GLES FLOOR 203.5' FLOOR 193.0' FLOOR 203.5' Wendy Ryan, Architect z 00 u 0 M 0 U b�yA E� 00 M �Q � � U M �o � o rawmI �a 00 ` M Cv � O N l -E4 Notes: Scale: 1 /8° A -5 ELEVATIONS Oct. is, 2004 00 u 00 b�yA ° � o rawmI -E4 Notes: Scale: 1 /8° A -5 ELEVATIONS Oct. is, 2004 2xG RAFTERS CRO55 MEMBER BETWEEN CONTINUOUS SHEET METAL 2x8 HIP PLATE 2 5 MAIN MEMBERS CAP FA5HING (TYP) 4 LATERAL IN BRA ING TO 2x4 CEILING JOISTS BEGIN WITHjN G' -O" FASCIA BOARD OF PE METER 3/4" CONDUIT (EMT) VERTICAL 5RUT @ ENGIIJEERED WOOD I 12' O.C. EA WAY -- TRUSSES @ 24" O C. I Wendy Ryan, Architect CONTINUOUS FLASHING (TYP) r A5FHALT COMP SHINGLES CONT, SOFFIT VENTS HARD ANK 1/2" CDX PLYWOOD SOFFIT 1 0 m 6x8 TREATED BEAM 2x8 BEAM TRIM 0 C 0 0 0 24 BLOCKING M IxG COL TRIM GxG TREATED F05T LIGHT FIXTURE 0 SUPPORT WIRE5 2x4 ACOUSTICAL CONT. PERIMETER NO. 12 GAGE WIRE CEILING PANELS ry/ � 0 51 D E ENTRY IZO O F 3/4 ANGLE TRIM @ 4' -0" O C EA WAY N0. 2 GAGE WIRES rr++�� TREATED WOOD CANT NO. 12 GAGE WIRE INTER .MEDIATE -DUTY FOR LATERAL B CING HANGER. @ 8" MAX SUSPENSION SYSTEM TORCH -DOWN 5B5 MO IFIED FROM PERIMETER. BITUMIN W1 GRANULAT D TOP PLY(fYP) ® 5U5PENDED CEILING DETAILS 3/811 =11 -011 Ict p � 5 4 3 2 1 GABLE TRUSSES @ 24" O.C. CONTINUOUS SHEET METAL r p ENGINEERED WOOD CAP FLA5HIING (TYP) SBS MODIFI BITUMIN TORCH -DOWN TRUSSES @ 24" O.C. ROLL ROOLIN W/ GRANULATED TOP PLY (TYP) ` >� ENGINEE 4 WOOD T U55E5 @ 24" O.0 / I°It pip 12 4-J ASPHALT COMP 5HINGLE5 J P) 4 �� O ROOF PARAPET 3/4 "= I —011 _ I -HOU ROOF BLY W/ 5/8" G COMMON BOARD 0 UIJDE DE 0 TRUSSES ) b o ® O ADJUST SLOPE TO ALIGN W/ MEETING b N OFFICE HALL HALL VESTIBULE susPENDED 2x4 AcousrlcAL CEILING (TYP) HARDI -PLANK SOFFIT ENTRY ROOF INTERSECTION 12 �� N FLOOR ELEV: 203.5' 1r-011 N IO' -0" 1I O" 2x8 HIP PLATE 2x8 HIP PLATE — — — 2x 0 PLATE 2x 10 RIDGE PLATE — — — tBEAM I -HR FIRE PREVENTION CHASE FOR AIR DUCTS 2xG RAFTERS ON COLUMNS, BEAMS, 6' SIDEWALK ON t GIRDERS FIYP) WF STEEL BEAMS 2x6 RAFTER QYP) 6x8 TREA 5HERIDAN STREET o - STEEL TUBE COLUMNS (TYP) GIRDERS (TYP) 6x8 TREATED BEAM (YP) En BOTTOM OF BEAM FLOOR ELEV: 1 93.0' 0 2x8 BEAM TRIM / �CONT. SOFFIT VENTS `,�i 2x4 CEILING JOISTS ! p� Ix6 COL `RIM ro 6x6 TREATED POST REINFORCED CONCRETE FOOTINGS MT) o 2x 10 FASCIA FIN. FLOOR. _ — _ SHAFT FUR FUTURE ELEVATOR 0 Gx6 TREATED POST CONCRETE SIDEWALK N6 ENTIY FRAM I NG N *5 ENTRY 5EC 1/411 = 1._011 5ECTION X 5CALE : 1 /8" 1.011 L A D E NORTH PROPERTY LINE Y' CONTINUOUS SHEET METAL ENGINEERED WOOD TRUSSES @ 24" 0 C. (v 450 -POUND HEAT PUMP (TYP) ROOF DRAIN (TYP) ROOF CRICKET ! P) 5155 MODIFIED BITUMIN TORCH -DOWN CAP FLASHING (TYP) ROLL RIDDLING W1 GRANULATED TOP PLY (T)T) r I I 12 12 4 4 CONTINUOUS GUTTER i0 I -HR WALL CONSTRUCTION 149 2xG STUDS @ I G" O.C. � 5/8" GYP BOARD INSIDE SOUTH PROPERTY LINE - - 3' SUSPENDED 2x4 0 0 Notes: SOLID BLOCKING @ ENTRY CONNECTION OPEN OFFICE CONCRETE SLAB ON METAL DEC0G ACOUSTICAL b CEILING (Tl'P) `�' Gx8 TREATED BEAM FLOOR ELEV: 203.5' WF BEAM GxG TREATED P05T Scale: 1/ Q (,J I l 1 -HR FIRE PREVENTION 2x4 WOOD STUDS @ 16" 0 C W/ io SIDEWP,LK� STEEL TUBE ON COLUMNS, BEAMS, 518" GYP BOARD EACH SIDE (>l P) o COLUMN5 (TYP) 4 GIRDERS (TYP) FLOOR ELEV: 193.0' — — — — — — — — — — — — — LZ;,;f :.f.'r'p f „ :'t } -, r t 1,V,, - !..}•.. - .:r".,.i.'r c'! ) -. .. '.,r.. ',,., i„ REINFORCED CONCRETE FOOTINGS (TYP) WF STEEL BEAMS 4 A-G GIRDERS (T(P) 5 ECT I O N 5 5ECTION Y —Y 5CALE: 1/8 I]= 1 1-011 rt_ Oct. 18, 2004 12 12 le 5/8" CDX PLYWOOD SHEATHING (TYP) ENGINEERED ROOF TRUSSES 5 12 ENGINEERED WOOD TRUSSES 4 F_ -14 @ 24" O,C. (TYP) 4 F— @ 24" O.C. (TYP) 12 ASPHALT COMPOSITION SHINGLES (TYP) �4 CONTINUOUS GUTTER (TYP) I Wendy Ryan, Architect I z � 2x 12 FASCIA BOARD (TYP) 00 M ® M 2x 10 FASCIA BOARD (fYP) 00 o � OQ I -HOUR ROOF ASSEMBLY RECi =55ED CAN LIGHTS SOLID BLOCKING 2x2 SUSPENDED W/ 5/8" GYP BOARD ON @ 6' -0" O.C. @EXITS @CEILING (TYP) R -30 ROOF GATT ACOUSTICAL CEILING CONTINUOUS VENT UNDERSIDE OF TRUSSES HARDI -PLANK SOFFIT (TYP) INSULATION (TYP) W/ EARTHQUAKE HARDI -PLANK SOFFIT BRACING � CLIPS 2x4 SUSPENDED ACOUSTICAL CEILING O � W/ EARTHQUAKE BRACING � CLIPS � z � P- 19 GATT INSULATION W/ 0 = 518" GYP BOARD (TYP) VAPPOR BARRIER ON INTERIOR � "x5-0" EPDXY- COATED 4'- 0 MILGARD WOOD SILL (TYP) 2x6 STUDS @ 16" O.C. (TYP) VINYL WINDOWS (TYP) ASPHALT COMPOSITION � 42" GUARDRAIL SHINGLES ADJUST SLOPE TO ALIGN W/ CONCRETE SLAB ON 2x6 TREATED SILL PLATE W/ ENTRY ROOF INTERSECTION � METAL DECKING I 12 "x 10" STEEL ANCHOR �j O .� BOLTS W/ 2"x3/1 G" WASHERS WF STEEL BEAM @ 4' -0" O,C. (TYP) ENGINEERED 12 i i F- MANSARD ROOF TRU55E5 @ 24" O.C. ° d ua �1 ° �_) d ° ° d a ° A A� Lr) e I III;' �V�yV) N a °4 dl d a d J� ° 3" 12' -9° I -HR FIRE PREVENTION BEAM POCKET ON COLUMNS, BEAMS, ° d * GIRDERS (TYP) Q� � e °d HARDI- PLANK 5IDING ) CONCRETE d COLUMN 6x6 HEADER e REINFORCED CONCRETE WALL v � e Z Lu d � REINFORCED CONCRETE WALL ° � d I O Q d a Ln sz d GRADE ELEVATION VARIES WATER - PROOFING d � A rc� I� ° d a ° 2x6 TREATED SILL PLATE Wr 1/2"x 10" STEEL ANCHOR "x3/16" III =) I= _ III =III III I I- �7 OteS: BOLTS W1 2 WASHERS I WOOD TRIM 1`1 @ 4 -0 I O.C. (TYP) II III III III —III' III II o III— III III IIIIII - d ` I I III —I J 1 =1 I I II II I � � 4 ° e l i III III III —III c a d I I IIIIIII d l I li II I I III III -- III —III III _ °dell IIII I I_I I —III I I I VIII III —III ° FLOOR ELEV: 1 93.0' a � III III III —III —FLOOR ELEV: 1 93.0' FLOOR ELEV: 1 93,0' Scale: 3/4 �� °a I d � �— III III —III � d ° a d e e° d d° pe I II 1I— A-7 —T-1 III °d d ° e d WALL SOUT�WALL SECTION NO�TN WALL 5ECTION EAS WALL SECTIO N 0 WES T WALL SECTION 3/4 11- t 1_ o 11 t LisT2A ,004 DUEL HEIGHT HANDICAPPED- 01 71-CV211 ACCE55ABLE DRINKING FOUNTAIN 1 21 -oil G.B. TO G.B. 5' -4" 2' -53/" G' -J'2" 2' -53/411 5' -4" el, ROUGH — — (5 12"x3/4" ADJUSTABLE SHELVES Wendy Ryan, Architect 33" HIGH COUNTER (M') / I CID _ ° I UPPER RENTAL P\E5TP\0C)M NORTH 71-51 1 -1 12" DIAMETER GRAB -BAR WALL HUNG TOILET (1YP) G.B . TO G.B. Cz KOALA HORIZONTAL -1 CHANGING 5TATION o o C0 WALL -HUNG LAVATORY 6' -0" CERAMIC TILE WAINSCOT (TYF ALL WALL5) EACH STALL SHALL HAVE TOILET PAPER DISPENSER, TOILET SEAT COVER, It NAPKIN DISPOSAL W/ SHELF SLOPE FLOOR TO DRAIN (TYP) FLOC R -MOUNT SLOP SINK SHEET VINYL Ln 1' -10" o / � m — — ` I I V V I - 60" DIAMETER CLEAR SPADE (TYP) 30"x48" CLEAR SPACE m o 0 0 M m U 0 00 � M O 1 to �1 00 (1) M .. O Q 5' -�' _ 0 "' R UGH EACH STALL SHALL HAVE SLOPE OOP, TO DRAIN (TYP) I I %" _ HANDICAPPED ACCE55A5LE DRINKING FOUNTAIN EO I I /4 ROUGH WALL -HUNG LAVATORY 3 30 "x48" CLEAR SPACE (TYP) I p I FLOG DRAIN (TYP) WALL -HUNG TOILET m � — — KOALA HO IZONTAL o= _ CHANGING STATION CEILING -HUNG PARTITIONS 42 "x42" CLEAR SPACE (TYP) KOALA HORIZONTAL CHANGING STATION 34" PARTITION DOOR TOILET PAPER DISPENSER TOILET SEAT COVER DISPENSER KOALA HORIZONTAL CHANGING STATION 34" PARTITION DOOR vil Ln M 4—I °� o � � T^ = I — - - - - -- I_ _� -' — - I" i \ 115-011 Notes: 9'- I IV 9,-1 r17 7 -5 G.B. TO G.B. 30 "xG0" HANDICAPPED ACCESSIBLE FIBERGLASS SHOWER W/ INTEGRAL FOLD -DOWN SEAT t GRAB BARS Scale: 1/2" UFFER CLIENT P\E5TF\00M5 NORTH NORTH UFFER SCALE 1 2 10 / "= '- 11 A- I 0 REHROOMS Jan 10, 2005 ' ? - r, UPPER MEN CLIENTS' RE5TROOM - 204 BOBRICKWEL UPPER WOMEN CLIENTS' RESTROOM - 205 BOBRICK13-IGG 24 "x3G" MIRROR BOBRICK B- 166 DISPENSER PAPER TOWEL DISPENSER W / SHELF 24"x34" MIRROR W/ SHELF BOBRICK B -4204 BOBRICK 8 -279 SERIES GRAB BAR KOALA HORIZONTAL CERAMIC TILE (TYP) P -LAM INSERT TRASH RECEPTACLE BOBRICK B -G20G BOBRICK 8 -2620 CHANGING STATION G TATI ,� 21 "x 18- /4" SERIES GRAB BAR \ PAPER TOWEL ` Wendy Ryan, Architect LAVATORY 505PICK 8 -27460 DISPENSER TOILET PAPER DI5P KOALA HORIZDNTAL BOBRICK 8 -27460 \\ i� CHANGING STATION TOILET PAPER DISP s P -LAM INLAY \\ z O O' © 00 N �' �" ` N N BOBRICK 8 -279 NORTH F A5 T TRASH RECEPTACLE U OC) [� BOBRICK B -41 12 BOBRICK B -22 I BOBRICK B -22 I BOBRICK 8 -254 'N SOAP DISPENSER SEAT -COVER DISP - SOAP V-) W/ B-2 98x I G SHELF DISPENSER tai 00 UPPER WOMEN' RE5T R00 M - 224 PAINT ON GYP BOARD (TYP) 4 "x4" GLAZED CERAMIC TILE (TYP) — RECEPTION 247 z 4'- 0"x4' -0" RELITE O OVER 7' 7 "x3'8" MIRROR TOILET PARTITIONS 50BPICK B -G20G BOBPICK 5-2620 PLEXIGLA55 BOBRICK 8 -27460 SERIES GRAB BAR , , PAPER TOWEL GLAZING O ca..l TOILET PAPER DI5P ,./, /, tl,i: ti; : / DISPENSER / W EACH STAL (TYP EACH ) KOALA HORIZONTAL , ^; CHANGING STATION P -LAM INLAY O o r O � BOBRICK B 12 1 a _ -41 \ SOAP DISPENSER N CV CV N — \ _ _ -11 u \ co NORTH BOBRICK 8 -22 I BOBRICK B -254 BOBRIGK 8 -22 I BOBRICK B 279 00 SEAT -COVER DISP SEAT -COVER DISP BRACE (TYP) W/ 8 -298x 16 SHELF UPPER M E N'5 REST R00 M - 227 OVERHEAD -HUNG TOILET PARTITIONS RECEPTION COUNTER T "x3'8" - 247 7 MIRROR PLEXIGLAS SECURITY SCREEN BOBRICK 5-G20G O SERIES GRAB BAR B05PICK 8 -2620 PAPER TOWEL OPEN OPEN KOALA HORIZONTAL �.�:,:�,,,��.IrN;,i. CHANGING STATION j;; "�;,�; ^ =ri�`�' BOBRICKB -27440 \ ` DISPENSER \ 3F�4rrh•4., a,`i'�, TOILET PAPS ` P -LAM INLAY o �\ (TYP EACH E TALL) " BOBRICK B -41 12 ^.n,Tv:;t SOAP DISPENSER _ra•..; , °y, ".�lj: - ,3.��;7.•_' n, C9 'S ,i: -+.e ;?t.• - �' LD , _ �acr4.; l,p• �'h'�ti3 ,'•(t. ::i",5 .i'S.i:.'nz', :al:" :-Y.^ — 'w"ti'nnF_.1 rJ PLASTIC LAM vI 0/� W N cV 505PICK 8 -279 ' �" Aµ'+,.�•4;�t ::i ;�; _'' ^` •.r::` �� TRASH RECEPTACLE m ^' tt° r'`t4`;';w` %`> WAINSCOT M u 00 NORTH EAST BOBRICK 8 -22 I URINAL rmml SEAT -COVER DISP BRACE (TYP) SEAT -COVER DISP W MEN'5 SHOWER - 225 MEN5 O ° SHOWER - 227 B013PICKB -4112 SHOWER CURTAIN ROD SHOWER CURTAIN ROD SOAP DISPENSER �.I HOOKS HOOK5 ROLL- IN/TRANSFER e r"' SHOWER W /SEAT k.• n! ':rs , r.9,`. BOBRICK B-4112 ROLL- INIfRANSFER e GRAB BARS ' -iXr' SOAP DISPENSER SHOWER W1 SEAT 5HWR 5HWP It GRAB BARS 5HWR `° es SHWR SHWR SHWR yryt, 1" ,J a RECEPTION COUNTER - 203 FURRED SOFFIT OVER COUNTER CLIENT WAITING - 202 W/ RECESSED CAN LIGHTS PRIVACY SCREEN CONTINUOUS 4'- 0 "4-0" RELITE CHAIR RAIL (TYP) Notes: WALL PHONES OPEN OPEN OPEN OPEN OPEN 12" DEEP OPEN COUNTER \ a t� Scale: 1 /4" CID o v.. .. �,i.. yvt. Sal +:• `Hv - � ?:h• - t. y \`tE - h � .,.i:!•^ is^? -p •V4`y 1 _ ;ad:,r .a , 5"An ':.N §iYf•: y':v�jL }Yi•}�... : ?.,. °f i4`•: >:: �';`n.: np Trt� -4A'ti V oh a Y • •,b.:rC.'. iSn,iuY, s. - .4` .. 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NAME CLIENT MEN HANDCP TOILET 1 204 CLIENT MEN LAVATORY 1 NORTH EAST SOUTH WEST 205 201 VESTIBULE ENTRY MAT VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED CLIENT WOMEN HANDCP TOILET 202 CLIENT WAITING CARPET TILES VINYL GYP BOARD* - - -- GYP BOARD* GYP BOARD* 2x4 SUSPENDED *CHAIR RAILS 203 RECEPTION CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD - - -- 2x4 SUSPENDED 204 MEN CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *G' WAINSCOT 205 ALCOVE CARPET TILES VINYL - - -- GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 20G WOMEN CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *G' WAINSCOT 207 ELECTRICAL VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 208 COPY VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 227 209 INTERVIEW CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED MEN 210 INTERVIEW CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED URINAL 21 1 HALL CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 2 212 DVR TESTING CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 213 214 L.A.N. FILES VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD* GYP BOARD* 2x4 SUSPENDED 3/4" PAINTED PLYWOOD VINYL TILE VINYL GYP BOARD GYP BOARD - - -- GYP BOARD 2x4 SUSPENDED 215 ORIENTATION CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 21G LUNCHROOM CARPET TILES* VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 217 OPEN OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 218 CSO MGR OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 219 CSO SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 220 CSO SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 221 DVR SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 222 CSO STORAGE VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 223 MAIL * COPY VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 224 WOMEN CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *G' WAINSCOT 225 SHOWER CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *G' WAINSCOT 22G JANITOR VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD 227 MEN CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *G' WAINSCOT 228 SHOWER CERAMIC TILE CERAMIC TILE CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* CERAMIC TILE* GYP BOARD *G' WAINSCOT 229 DCFS STORAGE VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 230 CONFERENCE CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 231 HALL CARPET TILES VINYL - - -- GYP BOARD - - -- GYP BOARD 2x4 SUSPENDED 232 MEETING CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 233 DDD SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 234 DCFS SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 235 MEETING CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 23G DCFS SUPV OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 237 DCFS MGR OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 238 OPEN OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 239 EXIT ENTRY MAT VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 240 EXIT ENTRY MAT VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 241 INTERVIEW CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 242 FAMILY VISIT CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 243 VIEW CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 244 HALL CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 245 FAMILY VISIT CARPET TILES VINYL GYP BOARD* GYP BOARD* GYP BOARD* GYP BOARD* 2x4 SUSPENDED * CHAIR RAIL 24G OPEN OFFICE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 247 HALL CARPET TILES VINYL GYP BOARD - -- GYP BOARD GYP BOARD 2x4 SUSPENDED 248 ALCOVE CARPET TILES VINYL GYP BOARD GYP BOARD GYP BOARD - -- 2x4 SUSPENDED 249 STAIRS VINYL TILE VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 250 RECEPTION CARPET VINYL GYP BOARD GYP BOARD GYP BOAKD GYP BOARD 2x4 SUSPENDED 251 RESTROOM SHEET VINYL VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD 2x4 SUSPENDED 252 RENTAL SPACE CARPET VINYL GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD • UPPER FLOOR PLUMBING SCHEDULE RM NO. ROOM NAME ITEM N0, MANUFACTURER MODEL MODEL # FINISH HARDWARE 204 CLIENT MEN HANDCP TOILET 1 204 CLIENT MEN LAVATORY 1 205 ALCOVE DRINKING FOUNT I 20G CLIENT WOMEN HANDCP TOILET I 20G CLIENT WOMEN LAVATORY L 216 LUNCHROOM SINK 1 224 WOMEN TOILET 2 224 WOMEN HANDCP TOILET 1 224 WOMEN LAVATORY 2 225 WOMEN'S SHOWER SHOWER I 22G JANITOR FLOOR SINK 1 227 MEN TOILET 1 227 MEN HANDCP TOILET 1 227 MEN URINAL 1 227 MEN LAVATORY 2 228 MEN'S SHOWER SHOWER 1 238 OPEN OFFICE SINK 1 248 ALCOVE DRINKING FOUNT 1 251 RESTROOM TOILET 1 251 RESTROOM LAVATORY I Wendy Ryan, Architect z O � M 00 m cz O � O U � O 4..; tn M� a 00 N C� O � ~l N C^/l� 00 c U 000 O O bIJ 4--4 � � o Notes: Scale: A- 12 SCHEDULES Jun 16, 2004 • LOWER FLOOR DOOR SCHEDULE DOOR DOOR FRAME FRAME NOTES HARDWARE NO. j. TYPE SIZE MATERIAL RATING LOCK OPENER CLOSER 101 A G1- 0 11x7' -0" ALUM / GLA55 O ALUMINUM PAIR W/ 51DELITE5 SLIDING 109 B 31- 0 "x7' -0" WOOD WOOD PAIR SWING ARM 110 B 3'- 0 "x7' -0" WOOD WOOD O a PRIVACY 111 B 3'- 0 "x7' -0" WOOD t� WOOD KEYCARD SWING ARM 127 A 3'- 0 "x7' -0" ALUM / GLA55 ALUMINUM 51NGLE W/ (2) SIDELITES PRIVACY Cn 147 E 3'- 0 "x7' -0" ALUM / GLA55 ALUMINUM I 51NGLE W/ (2) SIDELITES STOREROOM ~ TYPE A: ALUMINUM - FRAMED STOREFRONT, SLIDING OR SWING, W/ INSULATED TEMPERED GLASS TYPE B: SOLID CORE WOOD TYPE C: SOLID CORE WOOD WITH G "x30 TEMPERED GLA55 LITE TYPE D: ALUMINUM - FRAMED STOREFRONT � SIDELITES, SWING, W/ INSULATED TEMPERED GLA55 TYPE E: SOLID CORE WOOD W/ 2'x7 TEMPERED GLA55 51DELITF 0 I m C DOOR DOOR FRAME NOTES HARDWARE NO. W k!N` ON j. TYPE SIZE MATERIAL b.� 5 OPENER CLOSER 201 .� \+11';t�`•. �. yr, 12'- 0"x7' -0" ALUM / GLA55 O ALUMINUM •�J v SLIDING 202 A G'- 0"x7' -0" ALUM / GLA55 ALUMINUM PAIR SWING ARM 204 B 3'- 0"x7' -0" WOOD WOOD O a PRIVACY '.Fv. C 3'- 0 "x7' -0" 0 I m C C E • UPPER FLOOR DOOR 5ChEDULE DOOR DOOR FRAME NOTES HARDWARE NO. W k!N` ON j. TYPE SIZE MATERIAL b.� LOCK OPENER CLOSER 201 .� \+11';t�`•. �. yr, 12'- 0"x7' -0" ALUM / GLA55 O ALUMINUM PAIR 5LIDER5 WITH SIDELITES SLIDING 202 A G'- 0"x7' -0" ALUM / GLA55 ALUMINUM PAIR SWING ARM 204 B 3'- 0"x7' -0" WOOD WOOD O a PRIVACY 205 C 3'- 0 "x7' -0" WOOD / GL t� WOOD KEYCARD SWING ARM 20G B 31- 0"x7' -0" WOOD WOOD W PRIVACY Cn 207 B 3'- 0 "x7' -0" WOOD WOOD STOREROOM ~ 209 B 31- 0"x7' -0" WOOD 16 f' WOOD .,'�l ' CLASSROOM i•, . 210 B 31- 0 11x7' -0" WOOD WOOD CLA55ROOM C E • UPPER FLOOR DOOR 5ChEDULE DOOR DOOR FRAME NOTES HARDWARE NO. W k!N` ON � TYPE SIZE MATERIAL RATING LOCK OPENER CLOSER 201 A 12'- 0"x7' -0" ALUM / GLA55 O ALUMINUM PAIR 5LIDER5 WITH SIDELITES SLIDING 202 A G'- 0"x7' -0" ALUM / GLA55 ALUMINUM PAIR SWING ARM 204 B 3'- 0"x7' -0" WOOD WOOD O a PRIVACY 205 C 3'- 0 "x7' -0" WOOD / GL t� WOOD KEYCARD SWING ARM 20G B 31- 0"x7' -0" WOOD WOOD W PRIVACY Cn 207 B 3'- 0 "x7' -0" WOOD WOOD STOREROOM ~ 209 B 31- 0"x7' -0" WOOD WOOD CLASSROOM 210 B 31- 0 11x7' -0" WOOD WOOD CLA55ROOM 211 C 31- 0 11x7' -0" WOOD / GL WOOD KEYCARD SWING ARM 212 E 3- 0"x7-0" WOOD WOOD SIDELITE PASSAGE 213 B 3'- 0 "x7' -0" WOOD WOOD STOREROOM 215a E 3'- 0 "x7' -0" WOOD WOOD 51DELITE CLASSROOM 215b E 31- 0 1'x7' -0" WOOD WOOD 51DELITE CLA55POOM 21G E 31- 0"x7' -0" WOOD WOOD SIDELITE CLA55POOM 217 C 31- 0"x7' -0" WOOD / GL WOOD PASSAGE SWING ARM 218 E 31- 0"x7' -0" WOOD WOOD 51DELITE CLA55ROOM 219 E 31- 0"x7' -0" WOOD WOOD 51DELITE CLA55POOM 220 E 3'- 0 "x7' -0" WOOD WOOD 51DELITE CLA55ROOM 221 E 31- 0"x7' -0" WOOD WOOD 51DELITE CLASSROOM 222 B 31- 0 1lx7' -O" WOOD WOOD PA55AGE 224 B 5- 0 "x7-0" WOOD WOOD PU511 / PULL SWING ARM 22G B 3'- 0 "x7' -0" WOOD WOOD STOREROOM 227 B 31- 0"x7' -0" WOOD WOOD PUSH / PULL SWING ARM 229 B 31- 0"x7' -0" WOOD WOOD PASSAGE 230 E 31- 0 1N7' -0" WOOD WOOD 51DELITE PA55AGE 232 E 31- 0 11x7' -0" WOOD WOOD 51DELITE PA55AGE 233 E 3'- 0"x7' -0" WOOD WOOD 51DELITE CLA55POOM 234 E 3'- 0 "x7' -0" WOOD WOOD 51DELITE M55POOM 235 E 31- 0"x7' -0" WOOD WOOD SIDELITE CLASSROOM 23G E 31- 0"x7' -0" WOOD WOOD SIDELITE CLASSROOM 237 E 31- 0"x7' -0" WOOD WOOD SIDELITE CLA55ROOM 238 B 31- 0"x7' -0" WOOD WOOD PA55AGE 239 A 31- 0 1lx7' -0" ALUM / GLA55 ALUMINUM KEYCARD SWING ARM 240 A 3'- 0 "x7' -0" ALUM / GLA55 ALUMINUM KEYCARD SWING ARM 241a B 3'- 0 "x7' -0" WOOD WOOD PA55GAE 241b B 31- 0"x7' -0" WOOD WOOD KEYCARD SWING ARM 242a B 31- 0"x7' -0" WOOD WOOD PA55AGE 242b B 3'- 0 "x7' -0" WOOD WOOD KEYCARD SWING ARM 243 B 3'- 0 "x7' -0" WOOD WOOD PA55AGE 244 B 31- 0"x7' -0" WOOD WOOD KEYCARD SWING ARM 245a B 31- 0 "x7' -0" WOOD WOOD PASSAGE 245b B 3- 0 "x7' -0" WOOD WOOD KEYCARD 5WING ARM 24G B 3'- 0 "x7' -0" WOOD / GL WOOD PASSAGE SWING ARM 247 C 31- 0"x7' -0" WOOD / GL WOOD KEYCARD SWING ARM 249 B 31- 0"x7' -0" WOOD WOOD PA55AGE SWING ARM 250 A 0- 0 "x7-0" ALUM / GLA55 ALUMINUM PAIR DEADBOLT SWING ARM 251 B 31- 0"x7' -0" WOOD WOOD PRIVACY z FEGISTLPED�f 00 A CHIC ACT 00 a srAR rE 0 0 W k!N` ON � Wendy Ryan, Architect z 00 0 00 �c U M � O 00 Cn bA O � O U � W� ~ � O a o t� 0000 pw � M W Cn � ~ O N � I� Notes: Scale: A— 13 SCHEDULES Feb 8, 2005 00 ^� �c U 000 O O bA O I� Notes: Scale: A— 13 SCHEDULES Feb 8, 2005 UPPER LUNCHROOM - 216 PA55- THROUGH DOOR5-\ r4" BACK5PLA5H UPPER CABINETS W/ ADJ SHELVES FyF) N 248 2 29.B� 36B BOOT YN 0 PT NO CABINET BASE 13A5E CABINET W1 UNDER SINK UNIT ADJ SHELVES (lYP) UPPER RENTAL BOBRICK B -6206 BOBPICK B -2620 GRAB BAR PAPER TOWEL DISPENSER -\ 2415 3 3624 3 3624 IN5TA -HOT TAP �■. -• _ mnl �.�__: MICRV LAVATORY :- 11::� ■.. F�U ; 13-279 1 n6 1 --- I'■■ i■■■ ■I E■■■■■■■■■ Z �o ■I Emmommommuml U O +-+ YN 0 PT NO CABINET BASE 13A5E CABINET W1 UNDER SINK UNIT ADJ SHELVES (lYP) UPPER RENTAL BOBRICK B -6206 BOBPICK B -2620 GRAB BAR PAPER TOWEL DISPENSER -\ DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN ALCOV BOBROCK 8 -274GO TOILET PAPER DISP III :: mGI�� BOBRICK 5 -254 NAPKIN DISPOSAL E - 248 CONTINUOUS CHAIL RAIL \_4" RESILIENT 5A5E (TYP)- WRAP UNDER SINK UNIT RESTROOM - 251 LAbl 5EAT`C0VER DI5P EAST UPPER ORIENTATION -215 THROUGH DDORS SOUTh CERAMIC TILE (TYP) El cV ,5F cV (V 0 m UPPER COFFEE - 238 UPPER CABINETS W/ ADJ SHELVES FYT ) WEST BA5E CABINET W/ ADJ SHELVES Fr) BOBRICK B -166 24'x3G" MIRROR W/ SHELF - BOBRICK 5-4112 SOAP DISPENSER WEST - IN5TA -HOT TAP — BOOT �5CRI5E STRIPS EACH 51DE NO CABINET BASE UNDER SINK UNIT DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING POUNTAI N UPPER JANITOR - 226 NORTh 314N 12" AN MELAMINE SHELVES W/ TENITE EDGES 1EAVY -DUTY VALL STANDARDS EAST ALCOVE - 205 WEST SOUTH i i i i i \ \ WEST Wendy Ryan, Architect z m n �a 00 Inn] �nol M EN] �■. -• _ mnl �.�__: LAVATORY :- 11::� ■.. F�U ; 13-279 1 n6 1 --- I'■■ i■■■ ■I E■■■■■■■■■ Z �o ■I Emmommommuml U DUEL - HEIGHT HANDICAPPED - ACCE5515LE DRINKING FOUNTAIN ALCOV BOBROCK 8 -274GO TOILET PAPER DISP III :: mGI�� BOBRICK 5 -254 NAPKIN DISPOSAL E - 248 CONTINUOUS CHAIL RAIL \_4" RESILIENT 5A5E (TYP)- WRAP UNDER SINK UNIT RESTROOM - 251 LAbl 5EAT`C0VER DI5P EAST UPPER ORIENTATION -215 THROUGH DDORS SOUTh CERAMIC TILE (TYP) El cV ,5F cV (V 0 m UPPER COFFEE - 238 UPPER CABINETS W/ ADJ SHELVES FYT ) WEST BA5E CABINET W/ ADJ SHELVES Fr) BOBRICK B -166 24'x3G" MIRROR W/ SHELF - BOBRICK 5-4112 SOAP DISPENSER WEST - IN5TA -HOT TAP — BOOT �5CRI5E STRIPS EACH 51DE NO CABINET BASE UNDER SINK UNIT DUEL - HEIGHT HANDICAPPED - ACCESSIBLE DRINKING POUNTAI N UPPER JANITOR - 226 NORTh 314N 12" AN MELAMINE SHELVES W/ TENITE EDGES 1EAVY -DUTY VALL STANDARDS EAST ALCOVE - 205 WEST SOUTH i i i i i \ \ WEST Wendy Ryan, Architect z 00 O00 U m M M F�U o n�/I ter! 00 � M M Z �o U O +-+ O � 00 p� � M � W M � �o 0 V] 00 U o0 � o 0 m, Notes: Scale: 1 /4" A- 14 RESTROOMS Jan 18, 2005 12" ELECTRICAL CHA5E 7" RISE t I I" RUN (TYP) _ l "k SEMI PED 42" GUEARDRAIL AR 11 (rl/ VENN yr, STATE OF E� Wendy Ryan, Architect z E 5 T A 1 RS 0 M fo v 0 249 3G" HANDRAIL M / \ i p �o M 22 "x3G" ATTIC P eetq5___-� F ^1 O LADDER �O 7' -4" 3! -81 (8) RUNS @ I I" cc 4_4 M TRUSSES Q M O.C. W m 74-4 `. O 5/8" GYPBOARD CEILING 00 HANDRAIL EXTENSION MIN Q @ TOP OF STAIR O 1/2" RAILS @ 4" O.C. (TYP) O _j I -112" ROUND STEEL HANDRAIL cif CONCRETE FLOOR SLAB (TYP) m 7" RISERS (TYP) 7� W FLOOR E EV: 2033 ,-+ 2x4 STUDS @ I G" O.C. (TYP) 2x4 CEILING J01 5T5 @ I G" O.C. �O RESILIENT TREADS W/ R15ER5 RESILIENT / 5/8" GYPBOAR (TYP) v 1 3/4" PLYWOOD SHEATHING TILES (TYP) 4" BALL / / Notes: / 2xG JOISTS @ I G" O.C. / "' 1 -1/2" WOOD TREADS \ Scale: 3/4" m \ 3/4" WOOD RISERS 6" BALL \ \ \ FLOOR E EV: 193.0' A — 15 e 2 en Q, e a A a n CONCRETE SLAB ON GRADE 5/8" GYP BOARD (3) 2x 12 5TRINGER5 EACH FLIGHT, DETAILS (1) @ EACH 51DE t (1) IN CENTER �E STAIR SECTION 11211= 1 ' -04 Jan 10, 2005 A B C D E F I I I I I I Wendy Ryan, Architect O � M I I I I I U 06 -------------- - - - - -- --------------- r- T- - - - - -- , o� I I I I I I I 00 GM @ 2' +- o ®72' I D OU -; -� MEN I VESTIBULE 4 RECEPTION - -I INTERVIEW INTERVIEW PLAY AR ACHILD 1 O CC3 LUNCHROOM �F COMMON ORIENTATION DF L__ ° ------ - - - - -- ----------------- - - - - -- - - - - -1 RENTAL SPACE � (� ALCOVE I L- HALL CLIENT WAITING z p 84 STAIRS �, TROOM -x -� — K — W OMEN I - -- - - - -- x �\ D D D �, L/�1'T DVR TESTING QI; K _ D D ,EXIT HALL �1 00 O LET5IN WALL ENEATH I M J -BOX IN CEILING FOR I, COUNT � p oII 11 WALL K J11\111, O VOICE /DATA #POWER TO35TATIONS RECEPTION �; noNFS@sa^ FAMILY FAMILY OPEN OFFICE VI51T INTERVIEW VI51T VIEW F5 RECEPTION / HALL J -BOX IN CEILING FOR aj ! ; VOICE / DATA POWER TO 3 STATIONS L= _ O O P I�-^ HALL J-BOX IN CEILING FOR VOICE / DATA b POWER J -BOX IN CEILING FOR VOICE DATA 4 POWER 1 V 1� I / OPEN OFFICE TO 3 5TATION5 TO 3 STATIONS ® ALC VE J -BOX IN CEILING FOR L.A.N. 00 VOICE / DATA 4 POWER TO4STATIONS FLOOR FLOOR 4 CEIUNG� pf PEI OFFICE IND U I I o 0 m DCFS RAGE GFGI@ G \Enp V � — — — — — — ®36' — ELEC— — — — — — — O O tb J -BOX IN CEILING VOIC / DATA # FOWEK O I J -BOX IN CEILING FOR VOICE/ DATA 4 POWER J -BOX IN CEILING FOR TO 4 TATION5 WOMEN TO 3 STATIONS VOICE / DATA 4 POWER TO 3 STATIONS Cn 0 0 0 � � CSO RAGE MEN CSO MGR OFFICE CSO SUPV CSO SUPV DVR SUPV COMMON DDD 5UP OFFICE ° ° COMMON MEETING OFFICE DCF5 SUPV COMMON OFFICE MEETING 75UV DCFS MGR OFFICE 4- A OFFICE OFFICE I I CONFERENCE S HOWER 5HOWER J 0 0 un •� .� I I I I I I � I I I I I I Notes: Scale: 1/8" UPPER f LOOK PLAID ELECTRICAL SCALE: 1/8"= I' -011 E. 2 NORTH UPPER ELEC Jan 18, 2005 10 4 - = �-� TA T C D E F I I I I I I Wendy Ryan, Architect z O � M 2'x4' SUSPENDED ACOUSTICAL CEILING @ 9' -0" (iYP) GYP BOARD SOFFIT @ 6 -0" GYP BOARD CEILING @ 10' -0" ® ® ® ® r — O O O — — — Z O — — — — O ILLU INA ED IT51 N IL MIN TED IXT51 N U �/ 8 7 6 6 7 7 7 7 7 7 7 7 7 YPB ARD CEIL G@ I - 8 e e e O T ® �2 a ILLU IN A ED IT 51 N s O a O 3'- s Is ILL MIN TED EXIT IGN — ILLU INA DI IT 51 N G BO RD FF @ -0" I ILLU INA EXIT 51G ED p p 7 M MIN TED IXTUG T s s s �y), — V � �.VVV/ t O 7 6 6 6 6 �./ 7 c s s ILL INAT D 1 T IGN �} 12'50 RUBE GYP BOA 5 FFI 0" O 12" OLA TU E 3 — — — — -- 3 3 3 Cil 3 DI NAL LL MIN TED ® Is I EX 516 I nil n n R 7 7 VI W YP 1111d TU " 50 RUBE 12' 0 E 1215 R TUBE ^ ) �✓ M CEIU G 9' -Oy • !� ° 7 7 7 7 O 6 6 �, • T e 5 ID 8 8 B 8 8 10 ` 7 7 l I s I I A 6 6 7 M 6 7 7 7 7 GYP BOARD CEILING @ 10' -0° I I I I I I Notes: Scale: 1/8" UPPER f L00R FLAN LIGHTING SCALE: 1/(5"= 1 1.011 E-4 NORTH UPPER LIGHT Jan 20, 2005 .,� V -7 PROVIDE 2K, 3T @ B4 JAMBS P7 -3 TYP EXT THIS ELEV EITHER BLOCK WALL AT WINDOW SILL & NAIL POR FROM 1ST TO 2ND 803" PANEL PERIMETER OR PRG ST AT EACH JAMB POST 1 r I r I I 1 I �, I ") I I I r t I 1 I I�� I I I I ��o I r r I /� 1 1 1 "1 I I I I I 2 I/ I I 62 B 62 B2 �l B2 B B B B B2 B B2 B _._. - ,1 -�--�- __ .__.._._ . -- - - -- - - - -- - -- -- -- -- -- --�F�- �- �- -- -- �_. -- -- - -- - -- I -� _ --.�- -- 7'-0" - T---T---T---T---T---jT---T---T- -,�I I I I I III I I I I� ImI I I I I I IM I I I I l->� 1;1 ( I I I I I I I I I I I I I III I I I Imo'' ti II I I I III I I I I al to I I I I I I I I l a I I I e' IKIN� PST I L IIIIIIill IIIIIIIIIIIII I IIIIIIIIIIIII �3 IIIIIII III (IIIII; =� -I —ml 03 bi r I I 1 r I 1 1 ... 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PROVIDE 2x8 FLAT RUNNER BELOW POSTS & ALIGN POSTS THRU STEEL BEAM BELOW SCALE: 1 8 = 1' -0" j t, OVER EXISTING RAFTERS, APPLY ONLY ONE POST PER EXISTING RAFTER. �� PR H6 BM TO GLB INSIDE FACE TS4x4x3/16 PR L50 TOP PL TO GLB MFG WOOD TRUSS @ 24" OC 7/16 ROOF SHEATHING C /S3 12 I 4 SEE ARCH 2x10 @ 24" OC ATTACH TO TOP PL 2x6 CLEAT & SIMPSON H1, ATTACH TO LEDGER w/ MIN 3 16d TOE NAIL EA SIDE FTG PER PLAN 2x8 LEDGER ON OUTSIDE OF SHEATH (4) 15d EA STUD 112 "4 LAG @ 32" OC STEEL GIRDER 1 HR FIRE PROTECTION D /S3 12 �1 1 HR RATED METAL PAN CONCRETE SLAB - SEE PLAN FTG PER PLAN HALF SECTION @ WELL S3 SCALE 3/16 " =1' -D" INTERMITTENT BEAMS W16 NO FIRE PROTECTION W18 GIRDER - 1 HR PROTECTION PER UL LISTED METHOD 4" OR 5" SO STEEL COL 1 HR FIRE PROTECTION PER UL LISTED SYSTEM i I L ----- JI o I I io 0 ALT: DESIGN TRUSS TO HAVE BC CUT OUT OVER ELEVATOR SHAFT WITH SHAFT WALLS AS BEARING 2x6 @ 24" FRAMING OVER ELEV SHAFT SHEATH TOP SIDE BOTTOM CHORD 2' WIDE x WIDTH OF SHAFT GLB 3 -1/8x9 RAIL GUIDE POST FROM MAIN TO TOP PLATE HUC41 D 0 TOP & BOTTOM PLATE 3 STUD POST BELOW BM 2x4 @16 BEARING WALL SHEATH PER P7 -4 DETAILS —� 2x6 016 BEARING WALL SHEATH PER P1 -4 DETAILS I 8" NOM WALL #4 @ 12" HORZ PROVIDE CORNER BARS #4 @12" VERT INTEGRAL w /MAT BARB J CONC FILL VOID BASE SLAB 12" LARGER THAN PIT OPNG m 16" MIN LAP NR CENTER OF PIT ELEVATOR SHAFT SECTION $3 SCALE 1/4 " =1' -0" W808 LIFT BEAM OVER SHAFT IF REQ BY ELEV MAX 5,001) LB LIFT CAP, 2" CUR FROM CEIUNG,M 2 STUDS UNDER EACH END SISTER TO TRUSS GLB 5 -1/8 x 10 112 NAILS EA SHEATH SHAFT SIDE KING POST 6x6 POST MIN STEP BACK TO MAINTAIN FLUSH AC CAP OR EQUAL 3 -1/8x9 AT ENTRANCE INFILL B2 B2 B2 2x4 OR Fpl-41 ALL HD'S ON A, 1 & F - - - -- --- -- -- -- ------- -- -- -- - - T ELEV SHAFT - SEE DTL TYP EXT LINES MAY BE PHD -2 SHAFT EXTENDS TD TOP CHORD THIS ELEV ;®- — - — - - - - -- -® -- - T_ - - -- -- - - --- T- TJ - -T -- --T - - -T -- T- T - - -T -T - --- - -T - -T - T- -- T -TT - - -T - T -T- T ---- T--- T--- T--- T--- 1--- T--- 1--- T--- T--- T--- T - - -T- T - -T- -T - -T -- T - - -T- F -1 -= T -T T - -�- T -- 1 -- T - - -1 -- T- 1 -- T--- T - - -T- T- 1 r I r I I 1 I �, I ") I I I r t I 1 I I�� I I I I ��o I r r I /� 1 1 1 "1 I I I I I 2 I/ I I 62 B 62 B2 �l B2 B B B B B2 B B2 B _._. - ,1 -�--�- __ .__.._._ . -- - - -- - - - -- - -- -- -- -- -- --�F�- �- �- -- -- �_. -- -- - -- - -- I -� _ --.�- -- 7'-0" - T---T---T---T---T---jT---T---T- -,�I I I I I III I I I I� ImI I I I I I IM I I I I l->� 1;1 ( I I I I I I I I I I I I I III I I I Imo'' ti II I I I III I I I I al to I I I I I I I I l a I I I e' IKIN� PST I L IIIIIIill IIIIIIIIIIIII I IIIIIIIIIIIII �3 IIIIIII III (IIIII; =� -I —ml 03 bi r I I 1 r I 1 1 ... 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111f I I I I I m I� I I I I I I II I 1 r I I 1 I I I I I r I I 1 I 1 I I 1 I I I I I I I 1 I I I I I r I I I I I I I I I I I I r I I I r I I I r I I I 1 I I I II I I I I r I I N �"1111111i11111111111111111111 1111111111 11111111111111111111111111111111111i11111111� I I I 1 I I I I 1 I I I I I 1 I I r I I I I I I I I I I I I 1 I I I 1 I I I r I I I r 1 111 I 1 I I I I IF ! �Illllllillllllllllllllllllll I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllw -- - -_J r I I I r II I 1 1 1 I 1 I 1 1 1 1 I I I 1 I r 1 I r 11 1 1 �_- _m' _ —_� I I I Ili m I I 1 _- - i - — - I III -1 -- 1 - - - -- �- -1- - 1---- 1---- 1 - - - -I- - 1---- 1---- 1--- 1 - - - -1 I- - 1----- I - - - -I - m1 - -- -- - -1 - -- - I--- -I - - -- --- I-- - -I - -- - -1- -- 1 - - - - -I - - - - -1- 1 - -- ----- 1--- I - - - - -- --- I - - - -- - -1 - -- -- �- - -1 - - - -I- - I - - - -1 - - - I---- l- - - -I -- f - -- - ---- I---- I---- 1 - - - -1_ - I I I - -I I I I I� - 1 I I I I I 1 I I I I I I 1 1 I I I I I I I I -1 I I I 1 I I I I 1 I I {✓, 1 I I I I I I I I I- -_ — m_' AI I I I I ='I II I I I I I I I I I I 1 1 1 1 al 1 IS3 1 r ; I � 1 I 1 I I I I I I I I I I 1 1 I I I I I I I I r 1 I I I r 1 I I 1 I I I I 1 1 I I I 1 101 ICI �I ( I I I I I I I I I I I I I III 1 1 1 1 1 1 1 /1 - !flip - - - - IT . - - -- -- ' I 3 ` 162 I I 2 1 621 621 I 821 I I I I r I I 62 ' p I 8P B-2 � l _L/_/ 1 ... 1 ... 1___1___1___1___1J__1___1___1_ __1___1___1___1___1___1___1___1 ___1___1__1___1___1___1___1 1 I I I I I I I I I I I i I IB21 VIB2 2i i iB3 7/16” ROOF SHEATH 8d @ 6" OC TYP EA TRUSS 2x6 BLOCKING RIP TO SLOPE, CUT SNUG TO TRUSSES, 804" SHEATH TO BLOCK ARCH FINISH 7/16 SHEATH NAIL Bd 04" INSTALLED THRU TRUSSES EXTERIOR FACE 5/4 CEDAR ONLY MAY CUT VENT OPNGS MAX 12 "0 @ 2' SOFFIT VENTED HARDI PANEL & MAY BE 16 "0 AT 4 FOOT SPACING UNVENTED HARD] PANEL 3" CONT, SCREENED VENT H1 CLIPS EA TRUSS GYP SOFFIT 2x6 STUDS @ 16" D.C. 7/16 SHEATING ALL EXT WALLS PER P1 -4 MINIMUM S3TYPICAL PERIMETER WALL TO ROOF SCALE: 114" = 1' -O" PROVIDE 2K, 3T @ B4 JAMBS P1 -3 TYP EXT THIS ELEV EITHER BLOCK WALL AT WINDOW SILL & NAIL PORTION FROM 1ST TO 2ND 8d @3" PANEL PERIMETER OR PROVIDE ST AT EACH JAMB POST 2x8 BLOCKING BEVEL TO FIT, 804" TO ROOF AND WELL WALL VENT NEAR RIDD'T MAX 16" LONG EVERY 4' TRUSSES @ 24" O.C. 2x4 BLOCKING BETW TRUSS ABOVE SHEAR WALL ONLY T1 -11 NAILED 8d @6" (ALT LP SMARTPANEL SIDING 7/16 ") 2x4 BLOCKING @ SHEATH JOINTS 4x CONT CANT, NAIL 16d @8" THRU SHEATH TO BLOCKING EA SIDE H1 CLIP TYPICAL TYPICAL ROOF WELL SECTION 53 SCALE: 1/4" = 1' -D" 20 CONT BUITOMDwOf Me 10d @4" SHEAR WALL TO HORZ & HORZ TO NAILER a,MKAM 3/4 OSB OR 5/8 PLY LENGTH OF SHEAR WALL, BLOCK JOINTS &S111D5@ IVX SHEAR WALL J SHEATHING IN ROOF FRAMING ONLY REQUIRED FOR LENGTH OF SHEAR WALL USE THIS DETAIL WHEN SHEAR WALL DOES NOT ALIGN WITH TRUSSES ABOVE, IF ALIGN ATTACH TRUSS TO DBL TOP PLATE WITH A35 CLIP @18" OC IF P1 -4 AND 12" OC IF P1 -3 TYPICAL INTERIOR SHEAR WALL TO ROOF TRUSS 53 SCALE: 3/4" = 1' -D" P7 -4 TYP 2K, 1T EA SIDE JAMB GLB 5 -1/8 x 16 1/2 OK 1 K 2T �5� BEAM SCHEDUL STRAP TIE TRUSS TO TYP EXT 2K, 2T CENTER JAMB pVERFRAMING RAFTER SCHEDULE E / ti� A C THIS ELEV 81 4x10 DF 2 TRUSS ST6236 OR EQUAL COL IS # WALL STUDS R1 2x8 HF #2 @ 24 OC - MAX HORZ SPAN 10' -0" B2 4x10 OF 2 w/3430# CAP @ 133% / S3 S3 EITHER BLOCK WALL AT B3 GLB 3 -1 R2 2x6 HF 2 @ 24 OC - MAX HORZ SPAN 8' -0" / HD PER SHEAR WALL DETAIL FROM 1ST TO 2ND 8d@4" OVERFRAMING SHALL HAVE A SILL ONTO THE EXIST ROOF BOARD SHEATHING, BOARD SHEATH B4 GLB 5 -1/8 8 x 9 x 12 OR LVL 5 -1/4 x 11 7/8 �p NORTH O / WINDOW SILL & NAIL PORTION 65 GLB 5 -1/8 x 9 PHD -5 w/5/80 AB PANEL PERIMETER OR PROVIDE SHALL REMAIN IN PLACE, USE RAFTERS PER SCHEDULE ABOVE POST BETWEEN NEW & OLD / � 96 GLB 5 -1/8 x 16 1/2 EMBED IN WALL OR BOLT ROOF PLAN CS18 STRAPS TO STUD IN WALL BELOW ST AT EACH JAMB POST RAFTERS WITH 2x6 WITH GUSSETS. PROVIDE 2x8 FLAT RUNNER BELOW POSTS & ALIGN POSTS THRU STEEL BEAM BELOW SCALE: 1 8 = 1' -0" j t, OVER EXISTING RAFTERS, APPLY ONLY ONE POST PER EXISTING RAFTER. �� PR H6 BM TO GLB INSIDE FACE TS4x4x3/16 PR L50 TOP PL TO GLB MFG WOOD TRUSS @ 24" OC 7/16 ROOF SHEATHING C /S3 12 I 4 SEE ARCH 2x10 @ 24" OC ATTACH TO TOP PL 2x6 CLEAT & SIMPSON H1, ATTACH TO LEDGER w/ MIN 3 16d TOE NAIL EA SIDE FTG PER PLAN 2x8 LEDGER ON OUTSIDE OF SHEATH (4) 15d EA STUD 112 "4 LAG @ 32" OC STEEL GIRDER 1 HR FIRE PROTECTION D /S3 12 �1 1 HR RATED METAL PAN CONCRETE SLAB - SEE PLAN FTG PER PLAN HALF SECTION @ WELL S3 SCALE 3/16 " =1' -D" INTERMITTENT BEAMS W16 NO FIRE PROTECTION W18 GIRDER - 1 HR PROTECTION PER UL LISTED METHOD 4" OR 5" SO STEEL COL 1 HR FIRE PROTECTION PER UL LISTED SYSTEM i I L ----- JI o I I io 0 ALT: DESIGN TRUSS TO HAVE BC CUT OUT OVER ELEVATOR SHAFT WITH SHAFT WALLS AS BEARING 2x6 @ 24" FRAMING OVER ELEV SHAFT SHEATH TOP SIDE BOTTOM CHORD 2' WIDE x WIDTH OF SHAFT GLB 3 -1/8x9 RAIL GUIDE POST FROM MAIN TO TOP PLATE HUC41 D 0 TOP & BOTTOM PLATE 3 STUD POST BELOW BM 2x4 @16 BEARING WALL SHEATH PER P7 -4 DETAILS —� 2x6 016 BEARING WALL SHEATH PER P1 -4 DETAILS I 8" NOM WALL #4 @ 12" HORZ PROVIDE CORNER BARS #4 @12" VERT INTEGRAL w /MAT BARB J CONC FILL VOID BASE SLAB 12" LARGER THAN PIT OPNG m 16" MIN LAP NR CENTER OF PIT ELEVATOR SHAFT SECTION $3 SCALE 1/4 " =1' -0" W808 LIFT BEAM OVER SHAFT IF REQ BY ELEV MAX 5,001) LB LIFT CAP, 2" CUR FROM CEIUNG,M 2 STUDS UNDER EACH END SISTER TO TRUSS 6 16d NAILS EA SHEATH SHAFT SIDE ABOVE BC TYP 4 SIDES STEP BACK TO MAINTAIN FLUSH SHAFT - GLB 3 -1/8x9 AT ENTRANCE INFILL FRONT FACE 2x4 OR 2x6 TO SUIT ELEVATOR INFILL FRONT FACE - 2x4 OR 2x6 TO SUIT ELEVATOR SILL SUPPORT BY ELEV CONTRACTOR SEE S1 - 1 WALL OF PIT REINF PER SHEAR WALL SCHED INTEGRATE SUMP IN SHEAR WALL FTG 3/4" GRATING OVER PIT w /SUPPORT L--� l i l #4 CORNER BAR-/ 6" MIN PIT BASE MATCH MAIN REINF #4@ B" OC EW ELEVATOR PIT SUMP SECTION 3/4 X 2 -1/2 GUTTER - STAMPED IN SLEEVE FOR DRAIN I i� 13/16 "0 HOLE THRU POST 2 LOC RAIL PER U.B C. TS 1.5 X 1.5 X 3/16 @ 8 FT MAX SPACING 7 #4 TOP 1.5" CLR #4 @ 12 HORZ T & B 7 #4 BOTTOM 1" CLR 3' -4" 2' -D" DRILL & EPDXY INTO WALL 4" SLAB 7 114" BY BLDG 5-4 MAY REDUCE TO 6 1/2" BY EDGE WALKWAY SECT S3 SCALE: 112" = 1' -O" 1 -1/2" CLR SEE SCHEDULE FOR SLAB 1 1 2" CLR 2 COATS CLEAR / CONCRETE SEALER /1" CLR �7-- -�4" CLR 15" 5 3 WIRE WRAPS @ 2" FRBDT OM 0 30" LAP (6) #5 VE ih 15" 10 GA SMOOTH WIRE SPIF 4" PITCH OR #3 TIES @ 1 WALKWAY COL SEE PLAN FOR FOOTING LVL SI w /PR ACE Lr-' GINU CENTER BEAM @ EXT WALL 53 SCALE: 1/4" = 1' -0" 2x BLOCK 50% OF GTH EA SIDE, NAIL VERT SHEATH 8d@ 6" TRUSS WITH MID HT BEARING, PR A35 CLIPS EACH TRUSS GAP 1/2" - 7 SHEATH FROM SUPPORT TO ROOF NAIL 806" TO ONE SIDE TOE NAIL 1206" FAR SIDE VENT HOLES MAY BE CUT IN GLB 5 -1/8 x 16 1/2 SHEATH, 16 "0 @ 4B" OC b /FLUSH WITH TRUSSES TRUSS TO STEEL GIRDER 53 SCALE: 1/4" = 1' -0" 3 REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN ISSUED FOR CONSTRUCTION �12RI�h 5 @ 8' -0" = 40' -0" 8z" CL BM CL COL 2j" N W18x35 E N N 3' -6" 2' -2" 14' -2" 174'-0" 4 @ 8' -0" = 32' -0" 30' -0" r0 0_1 15 "x42 %8" #4 @12 EW ro 0, 4 @ 8' -0" = 32' -0" 5 L - -j t /FTG 4" TO 5" J S2 S2 3 @ 8' -D" = 24' -0" — 6' -0' SEE BELOW F SIDEWALK u u F ii J s1 x N i1 x y II q o N n O 9 co Ii N 1I N N x co II q \ W16x26 I q x x x x ! x (O (O L = db a �__. - -__� m _ _. __ ________ � , W12x14 �; i �, 3 � ° 4 LOC \ NN/ d 11' -7„ 4 x N ) F1 + N c0 CL BM B 21" CL COLS �l 3 S3 10' -0" TYP GIRDER TO CL [1'-3" MIN 1' -0" 3 /tfi 2-4 1' -6" 11, MIN 1D" BOTEA5END 3/16 2 -4 9„ 4' r o O - o FIELD FIELD SHOP NO REINF RED HOLE HOLE HOLE IF SPACING MET YEAR PL 1/2 x 3 x 3' -4" FIELD HOLES MAY BE LOCATED 6110 PL 3/16 X 2 112 SIDE ONLY TO SUIT AT ANY POINT IN BEAM NS ONLY - 2 PER OPNG PROVIDED SPACING MAINTAINED SYM ABOUT CL F1 /S1 -% S3 W16x26 t q W1 x14 q 1 p K �+ 7 1/4" SUSPENDED SLAB W18x35 W18x35' W18x35 ' q'' W18x35 PER DETAIL _— __— _ —. - -.. __— _.— ._— __— __— __— __— __ —__ —_ __ —__ —_. ..,. tea^ N TT y n h 13 q r =- °._- . =nn =� __c= _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ L N x cfl co u Ti I' m O II li G�i+ II li h +h i� _ _�� , m 1 q i I I � II O W18x ' I W18x3 '! _ _ _ _ ' W18x35 ' K NO RECT UCT STUD BELOW y A/ PENTR THIS BAY POT ABV S2 6x6 TR D OS S, 6x8 PERIM BEAM, Wt 114" WBx1 W x1 q W1 14 _ _ _ _ _ K 2x6 RAFTERS @ 24 I I 1- - - - - -qq o W8x1D W8x10 W8x10 !, S2 m IE 2x8 HIP, DBL 2x8 @ CLG i, W8x70 N° o N o o I'• UNDER HIP w /KING POST c, , ;; WBx 10 _ WBx10 W8x10 C = _ _ W8x1 D n N N N N X N V _ _ !� ` y x ,' rD x cxD cxo cxo CO HUC2 -28 @ WALL-, - - - 3 m ' cp m co co tO mil 4' -11 4' -11 4' -11 4, -109y„ --- -- m -BA 21 2- 2' -3a N r h ,Cf= _ _ _ _ _ _ _ _ I, II X U x n N M i +-.J .F h+ },J I, t,�4 co co +,I h .Fh t,> }h 43.4 , W18x35 W1Bx35 I �5 W1 x35 Az „ `� Ip 18x35 ------------ _— __— __ —.. —__ ._— __— __— __— __— __— __— __ —__ —_ _.— __— _. —._ —. -.__ —_ —__ —__ ;i —__ _— __— __— __— __ -1r —_ _— __— __JJ__— __— __— __�._ —__ —_ _. —.1i _.— _. —__ —__ 1 — ._— __ —._— _ _— _.— ._ —_. —_ _— __— __ —__— _ —__— _ — __— ..— ..— __— __— __— _. —..— ;__� — x W F ' m TYP EXT 52 S2 THIS ELEV PROVIDE PHD -2 E JAMB ° _ _ _ -z _ _ _ _ _ n o 0 11 I � i t _ c = = c = = = = = Ste ❑ ° � _ = = =fir. = =.:� o S � = c c = � o .___ _ _ _ _ � o Sr =_ _ _ � n ° z _ _ _ _ q - -- - e N11 Lo 11 co 'I % N II I Cx x LO ILD N ! I; m a EXTEND V 16' 8" OVER COIL 1 n h I !I h ,I k FOR W16 C1NN - 2 LO h i, , „ ,� ; ,; II h „ II� W18x35 W18x35 W16x26 n W16x26 W16x26 W16 26 W16x26 ; I� ;; W16x26 W18x35I' W18x35 B2 4B2 62 62 B2 1 I I I I I f. —" / 1 I B31 I I I 11 -11 1 f. B2 B2 B2 62�B2 ROUND PIER LARGER THAN COL B PL, (4) #4 VERT MAX 12" HT, MAY OMIT IF FTG AT SLAB P1 -4 rc - -- - �1- -1 - 182 -1 - -- - -- --- 1B2- i - -1 -- -1821 y „ r B2 B2 - - L-- -L - - -L e 1_ -- - -- --- L-- -t -- -162 L - -- - --- J�- _j -j�j B2I- W10 & LESS 2 BOLTS II u W12 & W14 3 BOLTS 0 ° W16 & W18 - 4 BOLTS H ° ALL BOLTS 3/4 "4 A325 -X BEAM SCHEDULE HOLES MAY BE SSH TYP EXT I 2x10 RAFTERS @ 24 52 AT TYPICAL W16 FLOOR BEAMS MAY USE THE B1 400 DF #2 r S3I' req if less than 3' -D" 7/16" SHEATH TYP ROOFS CONNECTION OVER COLUMN, CL 70 FACE 3„ 1' -6" 6'4 9„ v i' O I HD EA JAMB O I' l 16" 63 GLB 3 -1 8 x 9 O TS5x5x1 /4 (4) °' 3/44 A325 BOLTS 72 S3 j B4 GLB 5 -1/8 x 12 OR LVL 5 -1/4 x 11 7/8 SUIT PIL 1/2 x 6 x 10 �� 4„ W16 w/ 5 /80x6" 4 () H MAY 2 SPAN HEADER MAX 9' FOR DBL F1 /S1 TS4x4x3/16 ,I OR 5" NORMAL S3 BAR, PROVIDED HORZ 2x6 ABOVE & BELOW HEADER TYP 8' -0" BAY (SEE PLAN) I 6x6 TRTD POSTS, NOTE 1: TOP BAR W16x26 MIN 3 16d NAILS EA 2x6 TO JAMB VARY BOTTOM 7 1/4" SUSPENDE SLAB RATING 2xB HIP, DBL 2x8 @ CLG AT CONT BM USE PR SHEAR TABS, AT JOINT MILL TOIL MIN 2 KINGS EA SIDE, THEN TRIPLE TRIMMER AT CENTER OK PER DETAIL 15' 2D TYPICAL--GMI N 3D SPAN CONT W1.4xw1.4 MESH UPPER FLOOR '! E�TYP W18 x 35 BEAM & COL DETAIL / hh DIAPHRAGM OBTAIN EAR 7I PUDDLE 500 PILE WELDS NORTH , (S A193 B7 r� HORZ SLOT HOLE 12" PL 1/4600 1/4 SCALE: /U — —� TAB 318 x 3 1/2 "0 M 1 1/2" BM END DIST (2) 5/8 A325 BOLTS SHEET TO EA BEAM, BUTTON PUNCH 1 112" END DIST 0 o _� PL 1/4x5x6 EXTEND TAB TO BOT P1 -3 0 OR SEAM WELD @ 24" OC o O � X � X THIS ELEV p N N m N PROVIDE PHD -2 HD EA JAMB TYP W16 CONN DETAIL i 3 W16 BM PR VIDE K, 3T 84 JAMES T W18x35 T P T m N W18x35 E N N 3' -6" 2' -2" 14' -2" 174'-0" 4 @ 8' -0" = 32' -0" 30' -0" r0 0_1 15 "x42 %8" #4 @12 EW ro 0, 4 @ 8' -0" = 32' -0" 5 L - -j t /FTG 4" TO 5" J S2 S2 3 @ 8' -D" = 24' -0" — 6' -0' SEE BELOW F SIDEWALK u u F ii J s1 x N i1 x y II q o N n O 9 co Ii N 1I N N x co II q \ W16x26 I q x x x x ! x (O (O L = db a �__. - -__� m _ _. __ ________ � , W12x14 �; i �, 3 � ° 4 LOC \ NN/ d 11' -7„ 4 x N ) F1 + N c0 CL BM B 21" CL COLS �l 3 S3 10' -0" TYP GIRDER TO CL [1'-3" MIN 1' -0" 3 /tfi 2-4 1' -6" 11, MIN 1D" BOTEA5END 3/16 2 -4 9„ 4' r o O - o FIELD FIELD SHOP NO REINF RED HOLE HOLE HOLE IF SPACING MET YEAR PL 1/2 x 3 x 3' -4" FIELD HOLES MAY BE LOCATED 6110 PL 3/16 X 2 112 SIDE ONLY TO SUIT AT ANY POINT IN BEAM NS ONLY - 2 PER OPNG PROVIDED SPACING MAINTAINED SYM ABOUT CL F1 /S1 -% S3 W16x26 t q W1 x14 q 1 p K �+ 7 1/4" SUSPENDED SLAB W18x35 W18x35' W18x35 ' q'' W18x35 PER DETAIL _— __— _ —. - -.. __— _.— ._— __— __— __— __— __ —__ —_ __ —__ —_. ..,. tea^ N TT y n h 13 q r =- °._- . =nn =� __c= _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ L N x cfl co u Ti I' m O II li G�i+ II li h +h i� _ _�� , m 1 q i I I � II O W18x ' I W18x3 '! _ _ _ _ ' W18x35 ' K NO RECT UCT STUD BELOW y A/ PENTR THIS BAY POT ABV S2 6x6 TR D OS S, 6x8 PERIM BEAM, Wt 114" WBx1 W x1 q W1 14 _ _ _ _ _ K 2x6 RAFTERS @ 24 I I 1- - - - - -qq o W8x1D W8x10 W8x10 !, S2 m IE 2x8 HIP, DBL 2x8 @ CLG i, W8x70 N° o N o o I'• UNDER HIP w /KING POST c, , ;; WBx 10 _ WBx10 W8x10 C = _ _ W8x1 D n N N N N X N V _ _ !� ` y x ,' rD x cxD cxo cxo CO HUC2 -28 @ WALL-, - - - 3 m ' cp m co co tO mil 4' -11 4' -11 4' -11 4, -109y„ --- -- m -BA 21 2- 2' -3a N r h ,Cf= _ _ _ _ _ _ _ _ I, II X U x n N M i +-.J .F h+ },J I, t,�4 co co +,I h .Fh t,> }h 43.4 , W18x35 W1Bx35 I �5 W1 x35 Az „ `� Ip 18x35 ------------ _— __— __ —.. —__ ._— __— __— __— __— __— __— __ —__ —_ _.— __— _. —._ —. -.__ —_ —__ —__ ;i —__ _— __— __— __— __ -1r —_ _— __— __JJ__— __— __— __�._ —__ —_ _. —.1i _.— _. —__ —__ 1 — ._— __ —._— _ _— _.— ._ —_. —_ _— __— __ —__— _ —__— _ — __— ..— ..— __— __— __— _. —..— ;__� — x W F ' m TYP EXT 52 S2 THIS ELEV PROVIDE PHD -2 E JAMB ° _ _ _ -z _ _ _ _ _ n o 0 11 I � i t _ c = = c = = = = = Ste ❑ ° � _ = = =fir. = =.:� o S � = c c = � o .___ _ _ _ _ � o Sr =_ _ _ � n ° z _ _ _ _ q - -- - e N11 Lo 11 co 'I % N II I Cx x LO ILD N ! I; m a EXTEND V 16' 8" OVER COIL 1 n h I !I h ,I k FOR W16 C1NN - 2 LO h i, , „ ,� ; ,; II h „ II� W18x35 W18x35 W16x26 n W16x26 W16x26 W16 26 W16x26 ; I� ;; W16x26 W18x35I' W18x35 B2 4B2 62 62 B2 1 I I I I I f. —" / 1 I B31 I I I 11 -11 1 f. B2 B2 B2 62�B2 ROUND PIER LARGER THAN COL B PL, (4) #4 VERT MAX 12" HT, MAY OMIT IF FTG AT SLAB PL 1 /2x1DX1D w /(4) 5/8"4 A BOLTS 67 / 1 112° GROUT SLAB ON GRADE —. MAY USE EPDXY ANCHORS EMBEDDED MIN 8" FOOTING SEE PLAN A COLUMN BASE DETAIL S 2 SCALE: 3/4" = 1' -0" EDGE FORM OR L5 _DGE BEAM 2 3/4" AT CONTRACTOR'S OPTION SLAB EDGE MAY BE FORMED WITHOUT PERMANENT FORM SECOND FLOOR EDGE BEAM S2 SCALE 3/4" = 1' -0" 1 P1 -4 rc - -- - �1- -1 - 182 -1 - -- - -- --- 1B2- i - -1 -- -1821 y „ r B2 B2 - - L-- -L - - -L e 1_ -- - -- --- L-- -t -- -162 L - -- - --- J�- _j -j�j B2I- W10 & LESS 2 BOLTS END CLEAR W12 & W14 3 BOLTS 0 ° W16 & W18 - 4 BOLTS H ° ALL BOLTS 3/4 "4 A325 -X BEAM SCHEDULE HOLES MAY BE SSH TYP EXT BM 2x10 RAFTERS @ 24 52 AT TYPICAL W16 FLOOR BEAMS MAY USE THE B1 400 DF #2 BOLTING AT FABRICATORS OPTION OR THE 3 BOLT THIS ELEV not req if less than 3' -D" 7/16" SHEATH TYP ROOFS CONNECTION OVER COLUMN, CL 70 FACE 3„ 1' -6" 6'4 9„ v B2 410 DF #2 PROVIDE PHD -2 HD EA JAMB OR A 16" 63 GLB 3 -1 8 x 9 AT FABR OPTION 1 3 /ts z -a 3 a„ a / TS5x5x1 /4 (4) °' 3/44 A325 BOLTS 72 S3 j B4 GLB 5 -1/8 x 12 OR LVL 5 -1/4 x 11 7/8 SUIT PIL 1/2 x 6 x 10 �� 4„ W16 w/ 5 /80x6" 4 () i'i 3/40 A325 BOLTS 2 x 3 x 3-4 PL 1 3'-4" / MAY 2 SPAN HEADER MAX 9' FOR DBL lsa TS4x4x3/16 4" LIGHT WEIGHT (120 FOE) OR 5" NORMAL 3/16 2 FAR SIDE ONLY BAR, PROVIDED HORZ 2x6 ABOVE & BELOW HEADER TYP 8' -0" BAY (SEE PLAN) I 6x6 TRTD POSTS, NOTE 1: TOP BAR 6x8 PERIM BEAM, MIN 3 16d NAILS EA 2x6 TO JAMB VARY BOTTOM 2x6 RAFTERS @ 24 WT CONCRETE - 1 HR FIRE RATING 2xB HIP, DBL 2x8 @ CLG AT CONT BM USE PR SHEAR TABS, AT JOINT MILL TOIL MIN 2 KINGS EA SIDE, THEN TRIPLE TRIMMER AT CENTER OK POST USE SINGLE END PL ON W18 AS PR TABS W14x22 15' 2D TYPICAL--GMI N 3D SPAN CONT W1.4xw1.4 MESH UPPER FLOOR P LA N E�TYP W18 x 35 BEAM & COL DETAIL / ANCHOR LHD ABOVE TO DIAPHRAGM OBTAIN EAR 7I PUDDLE 500 PILE WELDS NORTH Q 1 (S A193 B7 HORZ SLOT HOLE 12" PL 1/4600 1/4 SCALE: /U — —� TAB 318 x 3 1/2 "0 THD RODS, DRILL &EPDXY DRILL —� 1 1/2" BM END DIST (2) 5/8 A325 BOLTS SHEET TO EA BEAM, BUTTON PUNCH 1 112" END DIST 0 o _� PL 1/4x5x6 EXTEND TAB TO BOT P1 -3 0 OR SEAM WELD @ 24" OC (2)5/8 "4 A325 BOLTS PL 3/8x6x7 TYP EXT MIN 10" INTO COL O PL 1 /2x1DX1D w /(4) 5/8"4 A BOLTS 67 / 1 112° GROUT SLAB ON GRADE —. MAY USE EPDXY ANCHORS EMBEDDED MIN 8" FOOTING SEE PLAN A COLUMN BASE DETAIL S 2 SCALE: 3/4" = 1' -0" EDGE FORM OR L5 _DGE BEAM 2 3/4" AT CONTRACTOR'S OPTION SLAB EDGE MAY BE FORMED WITHOUT PERMANENT FORM SECOND FLOOR EDGE BEAM S2 SCALE 3/4" = 1' -0" 1 3/4" COPE AS RED 0 0 PL 3/8 "x 3 SHEAR TAB 1 1/4" BEAM W10 & LESS 2 BOLTS END CLEAR W12 & W14 3 BOLTS 0 ° W16 & W18 - 4 BOLTS PR LSTA21 STRAPS ° ALL BOLTS 3/4 "4 A325 -X HOLES MAY BE SSH GIRDER BM 3" TYPICAL GAGE. THIS IS A GENERIC BEAM CONN DETAIL. AT TYPICAL W16 FLOOR BEAMS MAY USE THE ABOVE BOLTING AT FABRICATORS OPTION OR THE 3 BOLT TAB WITH 4" SPACING EXTEND TAB TO BOTTOM FLANGE WHERE CONNECTION OVER COLUMN, TYP BEAM TO GIRDER CONN S2 SCALE: 3/4" = 1' -d' FILL POCKET w /CONCRETE B36 FORM DECK -- BEAM BEAM POCKET W16x26 - 8" x 17.5" 1 1/2 "± GROUT 8" CONCRETE WALL (2) 5/8 "x8" A BOLTS 3" GA TYP -52 CONC WALL /BEAM DETAIL SCALE: 1/2" = V -0" TYP EA ENE CONT CS16 STRAP w/ 10d JOIST NAIL @ 6" 1 1/2" GROUT 1 TO 26, 0 145 PAF OR #10 SELF DRILL IN AREA OF AB'S 2x6 PLATE 82 SCREW TO BM @ 9" OC 11. METAL DECK SLAB 7/16x4" OSB 2 CONT SHIM , \,, (D TYP W16x26 BEAM DETAIL S2 SCALE: 1/2" = V -0" PROVIDE PENETRATIONS AT ALL INTERIOR BEAMS AND GIRDERS AT EXTERIOR BEAMS NO SHOP HOLES REQUIRED, TYP FOR D & E N� W4 012" EF #4 @10" HORZ EF 4' (4) #7 EA END FRAME EXT WALL , W16 EMS 3 4„ W3 @ 10" O.0 SO TOP PLATE 0' TO +1 /B c CLR 3 TIES @ 2" TOP ABOVE T /STEEL DBL TOP PL 3/4" r 1 3/4" W16 OR W1B CLR CLR ALL DOWELS TO BE HOOKED INTO FDN � H 0EXTERIOR WOOD WALL TO FLOOR DTL SHEAR WALL TO CONT BEAM $2 SCALE. 1/2" = V -" $2 SCALE- 112" = 1' -0" 11/164 HOLE FOR 5/84 x 6" EXP BOLT MODIFY SIMPSON CB TO ADD EXP BOLT OK TO USE CB44 AND PLUNGE CUT POST ANCHOR POST BASE TO FTG, FILL BASE FRAME WITH CONCRETE PRIOR TO PROJECT COMPLETION GPOST BASE DTL SCALE: 112" = V -0" 2 BOLT SHEAR TAB W16 IN CASE WHERE IT AB'S FOR UPPER WOOD EXTENDS OVER SHOWN WALL - EXTEND MIN 3" (8) 3/4 "4 A193 B7 ° PROVIDE TYP CONN WHERE NOT EXT OVER INTO MAIN CONC, MAY BE EXP BOLTS THE) RODS, DRILL & EPDXY HD'S TO BE ANCHORED WITH EPDXY ANCHORS MIN 10" INTO COL (4) 5/84 ANCHOR BOLTS T I EMBED MIN B" INTO WALL EPDXY MIN 6" INTO WALL GROUT 1 112- GROUT ir, AT B /5, WALL OUT OF LOCATION �---- -- 4- OMIT 2 OUTER AB'S, PROVIDE 1 3" 1/4"x4" WELD ON SHEAR TAB i WEB TD PL FIELD BEND #4 012" FROM SEE PIER PLAN FOR REINF WALL INTO METAL DECK SLAB ALL DOWELS TO BE HOOKED INTO FDN W4 @10" HORZ EF #4 @12" EF 4" (4) #6 EA END CONC WALL SEE B /S1 3/4„ W3 @ 10" O.C. CLR 3 TIES @ 2" TOP 3/4„-T 1 3/4" . 0 GLB 5 -1/8 x 16 112 @ ROOF 0 0 i9v d OPT JOINT OVER COL PREFER MIN 2 SPAN BEAMS 0 52 PR LSTA21 STRAPS - ,Ly 3' 1�1 AT BM SPLICE I H k 62 (4) 5/80 x 4" LAGS PROVIDE 2K, 37 PL 112 x 5 x 9 14'X 2' -6' 2' -6" 1' -6" @ B4 JAMBS 10" 10" 0" BOTH SIDES qF1 DRAG STRUT CONK CL 70 FACE 3„ 1' -6" 6'4 9„ v 3/16 2 -4 END PL 1 /2 x 6 x 9 TAB 8 1 BAR MIN OR PL 1/2 x 6 x 10 16" PAST CL AT FABR OPTION 1 3 /ts z -a 3 a„ a / (4) °' 3/44 A325 BOLTS 72 CIP j °---- ----- - - - - -- - _20_1 ---- NOTE 1 SUIT PIL 1/2 x 6 x 10 �� 4„ W16 w/ 5 /80x6" 4 () i'i 3/40 A325 BOLTS 2 x 3 x 3-4 PL 1 3'-4" / PL 3/16 X 2 1/2 NS ONLY - 2 PER OPNG @ 30' 4 71„ HEADED STUDS @ 12" OC 3/16 2 FAR SIDE ONLY BAR, i TYP 8' -0" BAY (SEE PLAN) I 6x6 TRTD POSTS, NOTE 1: TOP BAR 6x8 PERIM BEAM, DETAIL CENTER GIRDERS TO BE 2 SPAN OR VARY BOTTOM 2x6 RAFTERS @ 24 3 SPAN- AVOID SINGLE SPAN CON017ION MOST DIM FOR 2xB HIP, DBL 2x8 @ CLG AT CONT BM USE PR SHEAR TABS, AT JOINT MILL TOIL UNDER HIP w /KING POST USE SINGLE END PL ON W18 AS PR TABS HUC2 -28 @ WALL E�TYP W18 x 35 BEAM & COL DETAIL 52 SCALE: 112" = V -0" (3) 7/84 A325 2" 2" W16 BM 15/164 OR SHORT HORZ SLOT HOLE 12" PL 1/4600 1/4 SHEAR TAB 318 x 3 1/2 "0 1 1/2" BM END DIST (2) 5/8 A325 BOLTS 1 112" END DIST 0 o _� PL 1/4x5x6 EXTEND TAB TO BOT P1 -3 0 FLG AT COL �„ 3 /rs TYP (2)5/8 "4 A325 BOLTS PL 3/8x6x7 TYP EXT TS 5x5 SIM AT 7S4X4 THIS ELEV PROVIDE PHD -2 HD EA JAMB TYP W16 CONN DETAIL S2 SCALE. 112" = V -0" W16 BM N� W4 012" EF #4 @10" HORZ EF 4' (4) #7 EA END FRAME EXT WALL , W16 EMS 3 4„ W3 @ 10" O.0 SO TOP PLATE 0' TO +1 /B c CLR 3 TIES @ 2" TOP ABOVE T /STEEL DBL TOP PL 3/4" r 1 3/4" W16 OR W1B CLR CLR ALL DOWELS TO BE HOOKED INTO FDN � H 0EXTERIOR WOOD WALL TO FLOOR DTL SHEAR WALL TO CONT BEAM $2 SCALE. 1/2" = V -" $2 SCALE- 112" = 1' -0" 11/164 HOLE FOR 5/84 x 6" EXP BOLT MODIFY SIMPSON CB TO ADD EXP BOLT OK TO USE CB44 AND PLUNGE CUT POST ANCHOR POST BASE TO FTG, FILL BASE FRAME WITH CONCRETE PRIOR TO PROJECT COMPLETION GPOST BASE DTL SCALE: 112" = V -0" 2 BOLT SHEAR TAB W16 IN CASE WHERE IT AB'S FOR UPPER WOOD EXTENDS OVER SHOWN WALL - EXTEND MIN 3" (8) 3/4 "4 A193 B7 ° PROVIDE TYP CONN WHERE NOT EXT OVER INTO MAIN CONC, MAY BE EXP BOLTS THE) RODS, DRILL & EPDXY HD'S TO BE ANCHORED WITH EPDXY ANCHORS MIN 10" INTO COL (4) 5/84 ANCHOR BOLTS T I EMBED MIN B" INTO WALL EPDXY MIN 6" INTO WALL GROUT 1 112- GROUT ir, AT B /5, WALL OUT OF LOCATION �---- -- 4- OMIT 2 OUTER AB'S, PROVIDE 1 3" 1/4"x4" WELD ON SHEAR TAB i WEB TD PL FIELD BEND #4 012" FROM SEE PIER PLAN FOR REINF WALL INTO METAL DECK SLAB ALL DOWELS TO BE HOOKED INTO FDN W4 @10" HORZ EF #4 @12" EF 4" (4) #6 EA END CONC WALL SEE B /S1 3/4„ W3 @ 10" O.C. CLR 3 TIES @ 2" TOP 3/4„-T 1 3/4" . 0 0 0 0 0 i9v d 0 o USE ONLY WHERE FLAGGED F1 SEE F FOR INFO NOT SHOWN qF1 DRAG STRUT CONK $2 SCALE 112" = 1' -0" EXTEND BAR MIN 16" PAST CL GUTTER CIP SLAB - SLOPE TO OPT CONST JT SUIT SITE W16 w/ 5 /80x6" OFFSET BEND @ 30' HEADED STUDS @ 12" OC BOTTOM BAR, OFFSET BEND AT CIP SLAB OR RUN THRU TOP BAR -EXT CIP SLAB TO FLOOR 2105 S2 SCALE: 1/2" = V -D" of WA CLR CLR L., D I CONC WALL /FLOOR SLAB DETAIL S2 SCALD 1/2" = 1' -0" L SHEAR WALL TO CONT BEAM $2 SCALE: 1/2" = V -0" F< TD REFER TO ARCHITECTURAL � DRAWINGS FOR INFORMATION NOT SHOWN 6721 A ISSUED FOR 7STERF° CONSTRUCTION �S10 AL EXPIRES 5 -17 -2006 ROOF DL 15 ROOF LL 30 PSF, WALL AT F/1-3 SAME FLOOR DL: 60 PSF FLOOR LL: 85 PSF + 20 PARTITION, AS AT A/1 -3 USING 16' 174' -0" WIND: HIGH FULL HEIGHT & 40' -0° 80 MPH; EXP. B 8' -10" LOW WALL 32' -0" 30' -0° 32' -0" 4D' -D" SEISMIC ZONE 3 R• 5.5 SOIL PROFILE Sd 1 =1.0 V =.164 . W B NOTES: 51 -- - GENERAL: All work shall comply with UBC97, State, & Local Codes ------------------- - - - - -- - - - - - -- - - - - - -- -------- - - - - -- ---------------------------------- - - - - -- -- - - -- -- . Design Soil bearing value 2,000 PSF, with 1/3 incr for W & S sliding r - -' r - - - - -3 ----------------------- - - --1- - 1-------- - - - - -- -------- - - - -1- - 1--------------------- - - - -1- - 1---------------- - - - - -- 1- -H -------------------- - - - - -- a - -, basedeoPrUBCrTab0e0 B F, Allwih620 %inc forfadt3 foot swidth r or depth pressure C r 36" SO x 12" FTG L 1 G = ° 16 "x48" FTG 4. j 0 z= I r " SUBGRADE, New footings to bear on undistrubed notive soil. #4 @12 EW T & B I 51 �= O E (6) #5 BOTTOM & #5 @12 CROSS, ELEV SHAFT - SEE J G 36" SO x 12" FTC Fill below slabs shall be compacted to 95% maximum density. 12 "0 COL 3 LOC 0 I I S1 STEP DOWN TO ELEV PIT SECT B /S3 °J = S1 #4 @12 EW T & B y 3'U4" 1 1 THICKEN ELEV SLAB TO 15" FOR 4' WIDTH f_ L I o 12 °0 COL 3 LOC CONCRETE: Minimum 5 Sack CY with maximum w c ratio of 0.55, 3 4" 0 8'x10' LONG SHEAR WALL I B" IS WALL 1' -6" / / / (5) #5 BOTTOM, #5 @12 CROSS L _L______ I 8" SHEAR WALL 4 FTC 48x24 w 6 7 BOTTOM I I #4 @12 EW EACH FACE I 0 o maximum aggregate. Maximum slump 4 -1/2 use water reducing agents #4@12 EW EACH END /O THIS PIT WALL SAME AS 4 @12 EW EACH FACE I to maintain w r -- 4 7 TIP BARS EA FACE 4 #5 TOP, & #5 @ 12 TIES 2 7 TIP BARS EA END o /c ratio at slump. i'c =3,000 psi. Place using mechanical () SHEAR WALL, #4 @12 EW () EXTEND (4) #5 I rJ (2) #7 TIP BARS EA END TYP 4 LOC EXTEND TO FACE WALL / I vibration. Air Entrain all exterior flatwork. TOP BARS 4' INTO I I 4' -0 &INTO CROSS FTGS -TYP 3 LOC 4' -0' EACH FACE, (4) #5 TOP & FRONT TIP I / I a X� 1 14- 1 �� Slabs & Aprons: Minimum 6 Sack /CY with maximum w/c ratio of 0.55, 3/4" TALL WALL I� / I ELEV SUMP THIS CORNER / � 1 � � i J r„ maximum aggregate. Maximum slump 4 -1/2 ", use water reducing agents H r - - -- 7 ntain ratio at slum fc =2,500 _ _ _ +_ _ _ _ _ _ _ -y. 1 I 1 1 to mat w/c p. psi Place using mechanical S1 o -� -J L - -J ` - - - - -- , - -S + -J / , - y +� - -J L- - - -- i - - - -+ 1 H I 0 vi ra ion. Hall Trowel finis Cu /eat within 4 hours of plocement- x ` + 'b t' d f' ' h Apply re S I I o S1 1 I b J CONCRETE TESTING: None Required Cr I m -� REINFORCEMENT: All reinforcement #4 and larger- Grade 60 unless noted. --------- - - - - -- - -- F1 1 - -, Fz #3 reinforcement: Grade 4D or 60 Provide corner bars I - -- 4'- O "-4' -0" +4' -0" r L__ I y J``' at all corners. Lop reinforcement -Class B. Minimum cover; 3" to 4' -0„ 4' -0' I - -- 4' -0' 4' -0" -- i x J F1 4' -0° FTG 48x18x 24' w /(7) #5 BOTTOM FTG 48x18x 24' w /(7) #5 BOTTOM FTG 48x16x 22' w /(7) #5 BOTTO r - -J earth for footings, 1 -1/2" to earth for slabs Exposed to weather 1 -1/2 4 #5 TOP -TYP 3 LOC 4 #5 TOP - TYP 3 LOC 4 #5 TOP t/ FLUSH w/ PIT 1 I Obtain reinforcement inspection prior to placing concrete I 1 16' -0" B' -0" 8' -D" —* 8' -0" 8' -0" —�H 6' -D" 8' -0" —* I I I 8' -0" 8' -D" 16' -D' I ANCHOR BOLTS: Anchor bolts shall be diam. indicated x min. 8 in. I I 1 0 I o embedment. Cast in bolts shall have 3" hook or std, head. A36 or A307. 1 8"x9' LONG SHEAR WALL 8 "x9' LONG SHEAR WALL j N Drilled in adhesive anchors embedded 7 -1/2" min. may be substituted 18 "x18 "x8" 2 #4 EW $1 1 1 Adhesive anchor system shall be ICBO recognized. The following brands / 1 SEE K /S2 FOR REINF SEE K /S2 FOR REINF are preapproved- Rawl Chem -Stud, Hilii HVA, or Simpson ET, Stud to t FTW 4" TO 5" HOOK VERTS PER E /S1 HOOK VERTS PER E /S1 I be A35 or A307. Install strict) per mfg, instructions. Cure anchors o BELOW SIDEWALK +� r - - - -+ +4' h r - - -- r - - - - -� Y P 9• SEE 0/52 FOR BRKT ��h ��-------------- - - - - -- -- F2�+ c�>+ �7+ I o +y ho I +h minimum 24 hours before erecting steel. - - - - -- 1 o I r - - - -- -- - - - - -- I � ®J L F1 - - -- 15' -6" — % .. - - -- 7'-'6" - -- F1 - - - -- L - - - - -- L F1 - - -� `------ - - - - -- 15' -6" - -- - -J m A 1� x18 %8" 2 J4 EW 8�> 6SPOFIWID HSPOECTONED APL COMPLY ACEDOIN WITH RUNNBNGSBOND CHAPTER F1 t FTG 4" TO 5" WITH FULLY BEDDED c I 42'-0" FTC 36%36" w/ 6 #9 BOTTOM I I BELOW SIDEWALK JOINTS UNITS SHALL MEET ASTM C90 TYPE 1, GRADE N, f'M =1,500 PSI 16' -0" 11' -0° (6) 7 TOP, & #5 @16 STIRRUPS 42' -0" FTG 36 "x36" @1 6 TI BOTTOM I I I SEE 0 /S2 FOR BRKT MORTAR SHALL BE TYPE S WITH PROPORTIONS CONTROLLED BASED ON 1 (6) 7 TOP, & #5 @16 STIRRUPS I I TABLE 21 -A OF THE DEC, PROPORTION GROUT PER TABLE 21 -B UBC L 4" SLAB ON GRADE o BASED ON A 2,DOO PSI DESIGN STRENGTH REINFORCEMENT SHALL OVER VB PER ARCH � � r ®-�; BE GRADE 60 STEEL, LAP REINFORCEMENT 48 x db MINIMUM #4 @24 OC EW I I GROUT CELLS WITH REINF, STYROFOAM BEAD INSUL IN UNGROUTED CELLS I I I EXTERIOR WALLS TO HAVE DRI -BLOCK ADDITIVE TO BLOCKS & MORTAR SEE ARCH DRAWINGS FOR COLOR &TEXTURE 16' -0" 1 fi' -0" 4 16' -0" 4 16' -D" 4 16' -D" N 16' -0" 14' -D" 4 16' -0" V 16' -0" 9 16' -0" a'_n' I I, 1I - - - /}s - +h 1 i - - - - i - -- -1 r - - - - -- A I I I 1 I F1 I I I I I I I S2 L- -- - - L - - - - -J L - - - - -- L -- - - -- L - - -- -J F1 L- - - - - -J �- - - -- �F1 - - - -J �F1 - - - -J LF1 - - - -J F1 F1 FTG 6' -3 SO x 12' F1 F1 F1 (6) #5 EW BOTTOM m I I 1 3' -6" 2„ ------ - - - - -- 3 2'-4" d 8 "x42' LONG SHEAR WALL SEE L /S2 FOR REINF HOOK VERTS PER E /S1 I j k�a I I I I I I I I I 8"x42' LONG SHEAR WALL SEE L /52 FOR REINF 0 3' -0" 3' -0" 19' -2" G /S1 2' -0" 4' D 211 '-4" pli HOOK VERTS PER E /S1 ' - - -12" WIDE WALL - 5 -0 4' -0" 2 -0 19' -6' G /S1 1 4„ FTG 5' SO 4" * 5' -0" FTG 5' SO x 24' HIGH TYP 3 -6 ilk 3' -6" a +a a a k a A B - - -Fm -� r_ - G X 10" (5) #5 EW - - -tea+ r_ -� x 10" (5) #5 EW - -- -- AS - -6 "I 12„ -- - I i `J" i -- -ice -- - - - -- - - -- -- - - - - -- -� I c^Y. I - - - - - -- 3 - - -- ----- - - - - -- - I °i I I I -- -- - - - - -- �' - -,{- L COLS - -- - - - - - - - - - - - - - - - - r - --------- - - - - -- -- r -_ -- ------- - - - - -- - -- ------ - - - - -- - - --' ---- - - -�-J L--- - - - - -- L-- - - - -si L---- - - - --I „ 24' -0" 16' -D" 16' -0" 18' -3' 11' -9" 6' -0' 16' -0" 21 16" 0 PIER, 18" HIGH 16" 0 PIER, 18" HIGH A G SIM TO A /S1 / PER A /S2 G PER A /S2 G EXCEPT 8x16 FTG C1 S1 TYP LOW SIDES (2) #4 CONT LAP SINGLE PLATE ONTO BEAM MIN SHEATHING MIN SILL "P" PLYWOOD (OSB) SHEATHING 4 FT w/ 2 ROWS 16d @ 6' DESIG & PERIM NAILING & PERIM NAILING "G" GWB - SHEAR NAILED OR PROVIDE STRAP TIES WITH TOTAL RATING FDN PANEL JOINT OF 2,ODO POUNDS SINGLE 2x PLATE 1/2 "0 @ 1 - ONE FACE - INDICATED -- iii== = = =�i= = '=•=rt-�