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HomeMy WebLinkAboutLUA-08-090_Large FormatNTS I ' I NOTE: THIS PLAN IS FOR REFERENCE PURPOSES ONLY. NO WORK TO BE DONE AS IT RELATES TO THIS PLAN. PARKING LANDSCAPING CALCS PARKING COUNT: EXISITNG PARKING STAUS PROVIDED: 131 EXISTING PARKING STAUS: 131 X 35 S.F /STALL NEW PARKING STALLS: 30 X 15 S.F./STALL TOTAL LANDSCAPING REQUIRED FOR PARKING TOTAL EXISTING LANDSCAPE PARKING :' 4,585 S.F. LANDSCAPING REQUIRED = 450 S.F. LANDSCAPING REQUIRED = 5,035 S.F. LANDSCAPING REQUIRED = 6,440 S.F. Tenant: KA YE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON, WA 98057 burgess design J rnteriors O architecture ' ll26 Hrrn ,\'1e,1uc Suit~ \OQ , 5,;Qtlle. w,\ ~8!01 m_: 200.,.Ju120 i'A~·cc,c, 507,712< All reproduction & intellectuol property rights reserved c 2008 /I //I Professio;;fal s di // 8021 '::'::''7'''---- R~ ISTERED /A HITECT ~ SlllTE Of WASHINGTON EXPIRATION Pfflrt IO 41 IQ gg No_ Issue 0€scription Date DESIGN DEV. SET 07 /30/08 PERMIT SET 08/08/08 PERMIT LAND-USE REV 8-19-08 Drawn by: MK Reviewed by: RM Project No: 08-0150-00 EXISTING LANDSCAPE PLAN Original drawing is 24" x 36~. Scale entitie~ accordingly if reduced G.0.7 . ., I \ i I \, ; { ! I . ,I I ' i i ' ' - ~ "' u 0 f=' 0 G w z u § z a? ~ :< u 0 G 16'-o" 24 0 ;,; ,, ~ i 'I '-o" ' ~ 0 COMPACT I 0, ' ,----- ~ COMPACT ~ COMPACT 0 ~ COMPACT rv1 -~ COMPACT I FU11JRE --+--PHI-S E ONE CONSTRUC]ON SUB-PARCEL G ._._.,., "'' I I BUILDING A BUlDINGB SUB -PARCEL H I I -, r n 111 rlr SUB-PARCEL J ::85' -- SUB-PA~El K [o I "' I ,---~-·~2 50· __ _L __ __ _L __ _ \! J 385' \ ---262' 20'-o" 1 _2_CJ'.=_O" r 24'-o" 16'-o" 20'-o" COMPACT I ~ ~ I COMPACT ~ ~ 0 ~ ~ 0 0 COMPACT ~ ~ 0 I I COMPACT ~ ~ ~ ~ ~ ' ~ 0 I 0 t ~ -, ~ I~ ~\ I~~ I I Sf'W· 41st -~-~,== Tenant: KA YE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON, WA 98057 burgess design [ interiors O architectur e IJ26 f ifth l\v.:n~~ Sui !~ >00 . Se.ill/,,: WA 961 01 !E l : 20 G.~~7 .71 20 CM:20Ei. :-:!7.71 U ~----___ . ____ All rep _roducti_on __ & __ intellec~ual __ .Property __ rights _reserved c _ ~008 24'-o" 0 -- © NEIGHBORHOOD MAP @ C ~----;:=::;:--;::::::::;------;:===:------_ ---_=_=NT5_ _~-- -·----------~----------· ···~-__ ,. ___ . 20' -o" 20' -o" 24' -o" ---~~-,P--------~r I ~ ~ ~ ~ I ' ~--------------+---------------------~ SITE INFORMATION ADDRESS: 4101 OAKESDALE AVENUE SIi, RENTON, WA 98057 PARCEL#: 3623049033 LEGAL DESCRIPTION: LEGAL DESCRIPTION: PARCEL B OF CITY OF RENTON LOT LINE ADJUSTMENT NO LUA 99 005 lLA RECORDING NO 20000828900003 BEING A PORTION OF NW 1/4 OF NE 1/4 OF SECTION 36-23-04 PARKING CALCULATIONS PARKING COUNT: EXISITNG BUILDING AREA: NEW SECOND FLOOR AREA: TOTAL AREA: 129,117 S.F. 8,000 S.F, 136,947 S.F. EX ISITNG PARKING STALLS PROVIDED: 131 omcE AREA: 24,516 S.F./1000 = X 3 = INDUSTRl/;l_ AREA: 31,340 S.F./1000 = X 1 = STORAGE AREA: 81.131 S.F,/1500 = X 1 = 74 PARKING STALLS REQUIRED 32 PARKING STALLS REQUIRED 55 PARKING STALLS REQUIRED TOTAL PARKING STALLS 161 P.AJOONG STALLS REQUIRED NE.W PARKING STALLS PROVIDED 32 PARKING STALLS PROVIDED TOTAL ACCESSIBLE PARKING STALLS REQURIED* 6 TOTAL ACCESSIBLE PARKING STALLS PROVIDED: 6 (' -PER IBC 2006 TABLE 1106.1) KEYED SHEET NOTES 0 NE.W PARKING STRIPING TO MATCH EXISTING. Pr o fe s si o nal s ea l No . Issu e Descripti o n DESIGN DEV. SET PERMIT SET REGISTERED ARCHITECT EXPIRATION OATE:10 AUG 09 Dat e 07 /30/08 08/08/08 Dr a wn by: MK Revi ewed by: RM Proj ec t No, 08-0150-00 SITE PLAN Ot lgino l drowing is 24H ;< 36 ". Sco le <mt ilies occwdin gly if red uced G.0.2 DEV~• OPMENT PLANNING CITY OF RENTON AUG 1 Z 2008 RECEIVED ' . . . A O • A O \ ~ " ,. \ \ ' ~ .. . "\ \ 0 Cl) _.,,_ri ____ . " ' : • I I ·, .• " . j • • • i ~ " ,; -. . -~ I . . ·I ·--~----/---------- . -.-,· ~ r,7 ,' -~--- • • I I . . '/ . . . ·_ j' . . . ' . > •/ -· Cl Cl Cl) O!:J:lILWI 11 I I 1111 n1·1111111 w c BLDG. 'C' SD SD l, _L BLDG. 'D' • w SD 12· W 1 --·--=-·1·-··:-:FFHlFff: ·r-=FFFFF1r::=r:1 lFFrHFlfA+HF===0 =----=·:--=~ -· ~:---- ; l ' ' , I I I I ' I ! ' ' I ' k lF i ~ "~i·· • I • ,, ;;.: = 0 Cl) BLDG. 'E' sD,-~.1 . ( iJ!.y_l-111: I -~I' r ~=-. -. - -=I -. I OVERALL UTILITY PLAN @ ~~~~~=,---~NTS \_!j) u-L.rlL----- ...... -~· . BLDG. 'A' 15" SD "SD BLDG. '8' 6" W 12" SD 8" so 12" SD ! 11 ' . .., . " 12" SD -• ,,. ..,, 'rrz ··-·---~····-·-·--· "····---~·--·· 12· W 6" SD !! I: l ' LEGEND: EXISTi~lG WATER PROPOSED WATER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING STORM LINE PROPOSED STORM LINE CONCRETE WALKWAY w SD r __ : _:_.-_._-__ ·: __ .. ·_: \__ -I l . . .... ~ _.::~:·. NO NOTE· THiS PLAN iS FOR REFERENCE PURPOSES ONLY. WORK TO BE DONE AS IT RELATES TO THIS PLAN. Tenant: KAYE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON, WA 98057 burgess design [ Interiors O architecture 1315 Fifi~ ,\s~nuo 5•Jito 501). 5ottle. W1\ 8010! ltl: 105.S~l.7120 FM·;06. 53;.7122 -····-.,·,07 · __ -.;_ ___ .. , ._ .... _:;_:;__;:;_::_;_;.;._: ___ :..._ ;._ _____ _ Professional seal No. Issue Description DESIGN DEV. SET PERMIT SET GISTERED .,,.-v~RCHITECT EXPIRATION DATE,10 AUG 09 Dale 07/30/08 08/08/08 ;._., "'- Drown by: MK Reviewed by: RM Project flo; 08-0150-00 OVERALL UTILITY PLAN . . , . 24 .. 3 -" s~a1e entiti\JS accordirigly If reduc1;d Original drawing 1s x o · " •.• ,.,,,..,,.--··-•. ,,.,-. "~""''-'• ,.,-•. .;c-<"'-; "'' G.0.5 DEVELOPMENT PlANN!NG CITY OF RENTON AUG 1 2 2008 RECEIVED , .. , .... ,.,, / r-. , ............. i •. ~~-h LlJ t i····I· :r--i· Q=-~·. l; ! ·······--!-- ~--~ . !: · I C-f--- C. ' ~ ........ __j ; I'/ "---C8*17 !J' I .. 3:J i ' , Fl =?4. FOOTING DRAIN LIMITS OF PAVEMENT PHASE 2 LINE SPRINKLER ROOM FOOTING DRAIN LIMIT OF PAVEMENT PHASE 2 SDCO IE=21.7D 6" ROOF DOWNSPOUT :--,,_ TIGHTLINE @ 2% (TYP.) OS \ \ ' 6" PERFORATED\PIPE FOOTING DRAIN. \ COORDINATE W/ AllCH. AND STRUCTURAL P\;\N FOR LOCATION. \ FOOTING DRAIN TO 8~ ;I' CONNECTED TO ROOF\ ' e"bRAIN TIGHTLINE ' COLLECTION SYSTEM. \ AT OUTFALL TO CATCH-'',--, BASINS ' \ 220 LF 12" SD @ 0.40:;a \ ~-,, {;_('.!,,ii' 1f",• /J(l}'"J e,•--•••~.-... , ,_.,\. ··"·'·' ' f • ' • ,. ', i:'.Jt,.Jc.:-:ZU./!) \ l ' '.· •• SOCO iE-·~0 9.9~-} W (i?' COH(:_) \ IE=21.06 ...,,s,,o-'\coi';-,;-;;---1::.[>9.:15 C ( 12" CC;HCJ OS \, \ DS IE=21,38 10' BENCH SEE SHEET 9 & i10 I I ; FOR CROSS S Cl!IONS --~ ,..-·" 3:1 I i.r•" fA'\i DRAINAGE PLAN @ ~f--:---:::::::::--;::::;---~==;--------;N:;:;:;::TS AT OUTFALL TO CATCH BASINS. BUILDING A F.F. =26.0 ·"· \ \_ \ \., \ \. \ ~.: 2.0% MAX. SLOPE IN HANDICAP AREA (TYP.) SDCO , ; ; / IE=21.78 ,,los ;, ,., ;, BUILDING B F.F.•26.0 198 LF 8" SU IP U.40% ,,..---·-·· l 5' CiTY CF RENTOt.J I h'ON'W\·· A'f' f'i'BI l(' UT!UTiE~: I ,"\" V:,t-! l u · .... , ... ,~ EASEMHIT, REC. NO. 74(JS·J 704 74 .. ,,, .;.1<' 6" ROOF DOWNSPOUT TIGHTLINE @ 2% (TYP .) _,.,/ SIDEWALK SLOPES @ 2.0% TOWARD CURBING (TYP.) s co SDCO ,,,,, IE=22.57\'>of IE=22.18 DS ~>:, --~ -_'L. DS FOOTING ROOF DO~SPOUT ! TIGHTLINE , 100 LF 6f' SD -+/--ill. @ 0.40% '. / I ,' ' th:· { ,/ ~ -:-soc61 ... ---_ .. ---II,= 3.6 / SIDEWALK SLOPES ,/ @ 2.0% TOWARD , Cl,IR.~li'!G (1YP.) , .~ ,,.~··r'' ,-,,, "·~ ··~•,-.,~ ••, .. , .. _.-• ,.-,-J ..so & IE=23.24 260 LF 6" SD @ 0.4-0% ~ \ \ , ......... ,-·-- 26.0 6" ROOF DOWNSPOUT ---1.ll TIGHTLINE @ 2% (TYP.) 6" FOOTING DRAIN 26.0 / / DS , , ·-·---·-·---------,r . . ;, !\ ll ' 11t I " i. ! I 11 !t 1 1 : Iii . 'I' l '. ! , ,. I ll I l \.,</ . ~ ! 'r ,,, ti· ' ,, ' f': 'i i' \' ,! I[; 11 ji! ' I l" ' ii Y, 'I . ,,, ~ .s/ I t NOTE: THIS PLAN IS FOR REFERENCE PURPOSES ONLY. WORK TO BE DONE AS IT RELATES TO THIS PLAN. NO Tenant: KA YE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON, WA 98057 ' bLirgess design j interiors O architecture !)26 fl'til A,c·1·J~ S,itc 500 >~nulc. '.VA %!~1 TEL: 2•JS 6B7.7110 .'AX·tOfi. 537.71 n Professional seal EXPIRATION DATE:10 AUG 09 No. Issue Description Date DESIGN DEV. SET 07/30/08 PERMIT SET 08/08/08 Drown by: MK Reviewed by: RM Pcoject No: 08-0150-00 DRAINAGE PLAN OrigiMI drawing is 24" x 36". Scale entities accordingly if reduced G.0.6 DEVELOPMENT PLANNING CITY OF RENTON AUG l 2 2008 RECEIVED 0 0 0 D SYMBOL LEGEND qi w EXISTING CONSTRUCTION TO REMAN. NEW INTERIOR FLOOR TO STRUCTURE PARTfTION CONSTRUCTION, REFER TO DETAIL E/A.9.2 TYPICAL NEW INTERIOR PARTITION WAll, REFER TO DEfAIL F /A.9.2. - 1 -(MATCH LINE)------------·-----+--n---+----1---+ -I FP NEW INTERIOR FLOOR TO 6" ABOVE CEILING STRUCTURE FURRING PARTITION W/IHERMAL INSULATION, REFER TO DETAIL G/A.9.2. ELEV. MECH. RM. OJTI C BREAKROOM [jfil B C 6'-9" ' tO I "' ' "' I tO 101 8'-2" ... 1-- . ___ 'io_ .:.--L--=-~- 1 ".s-I I I I 8'-3" ~1··-·· M / /- STAIRWAY IT] CON:6~~CE ~,ll>'--_6_)i___, ~2·_· -,l<-4_'_-_1_1'.,' ~--19_'-_o_"~--;lf- Dill ---- 19'-10" 9'-9" 5'-4" -, . I I I~ I • I 0 1~ I ® 0 I "' 12'-5" OFFICE [IQ[] @ ~ ---,-.,, +------1' E 107A A.6. 1 8 Rr,:;;,..~----~;:..,...,..,=;;:;;;.;1....,. • ....,....,""'11! -& B G3 B RECEPTION OQQ] ,-------, I \ I O I I O I I I ==jl 't· I I o I 0 I I \ I ~-------"' CONFERENCE ROOM QQTI '31 1 -9" C f/0,C~O;::::;N--;ST=;-R U_C_T_I 0-;:N =P=LA=N=.--1_S_T _FL_0-;--;;, 1 ~;;--~ =--:;-;-1.-;:_ 0 :;;--r-~ \!j) 0 8' 16' 24' r1 I ([ 12'-4" T @ OFFICE [JQfJ @ B ~ LJ,~ 155' -9" 5'-0" 22'-9 .. 36'-5" I I I STORAGE OJ]] ·----'------ s'-o" R -----1, OJ J ----- ., '' -. ----. -----· -.... -· .. --· T H -r 15'-9" " ------------ 4'-10" ' @GB 4 ' OFFICE tO [ill] I . ~ ~ N @ -- -~----·---------··--··--·--·-·"' -··--···---------------·----------------·" ··--------------------····-- OPEN OFFICE Dill C n 0 PRODUCTION ROOM Dill 51'-7" n NOTE: COORDINATE LOCATION OF STRUCTURAL STEEL COLUMNS AIND BEAMS, EXISTING JOISTS AIND GIRDERS, ROOF TOP UNITS, ROOF PENETRATIONS, AND FULL HEIGHT WALLS FRAMED BELOW; PRIOR TO COMMENCEMENT OF ANY WORK. ' r<) I " -tO • • • p f • w fP fP w .qi. "' .cp. "' .fP. "' .fP. "' F;/ ~-·4 \fl w Jp. "' w NEW INTERIOR SOUND INSULATION FLOOR TO STRUCTURE PARTlllON, REFER TO DETAIL H/A.9.2. NEW INTERIOR PLUMBING CHASE WALL PARTITION, REFER TO DEfAIL E/A.9.3. NEW INTERIOR SOUND INSULATED CEILING HEIGHT PARTITION, REFER TO DETAIL F/A.9.3. NEW INIERIOR ONE HOUR RATED PARTfTION CONSTRUCTION TO FLOOR STRUCTURE, REFER TO DETAIL G/A.9.3. NEW INTERIOR ONE HOUR RATED STAIRWELL PARTITION W/ WOODEN CAP, REFER TO DEfAIL H/A.9.3 . NEW INTERIOR ONE HOUR RATED STAIRWELL PARTITION, REFER TO DETAIL E/A.9.4 • NEW INTERIOR ONE HOUR RATED 6" STUD WALL CONSTRUCTION TO FLOOR STRUCTER, REFER TO DETAIL F /A.9.4. NEW INTERIOR ONE HOUR RATED STAIRWELL PARTIAL HEIGHT WALL CONSTRUCTION, REFER TO DETAIL G/A.9.4. NEW INTERIOR 6" WALL W/IHERMAL INSULATED CEILING HEIGHT PARTlllON, REFER TO DETAIL H/A.9.4. NEW PARTIAL HEIGHT WALL CONSTRUCTION, REFER TO DETAIL J/A.9.4 NEW INTERIOR SOUND INSULATED PLUMBING CHASE PARTITION CONSTRUCTION TO FLOOR STRUCTURE, REFER TO DETAIL E/A.9.5 NEW INTERIOR, REFER TO DETAIL F/A.9.5 NEW INTERIOR ONE HOUR RATED 8" STUD WALL CONSTRUCTION TO FLOOR STRUCTURE, REFER TO DETAIL G/A.9.5. -·-········ --·· --. NEW INTERIOR 8" STU~_W.ALL CONSTRUCTION TO FLOOR STRUCTURE, REFER TO DETAIL H/A.9.5 fP NEW INTERIOR 8" INSULATED WALL CONSTRUCTION TO FLOOR STRUCTURE, REFER TO DETAIL E/A.9.6. ~--GLASS W/ FRAME ~ NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS ~~ . = NEW FlHE EXTINGUISHER CANINET-SEMI-RECESSED 1'S NOT TO PROTRUDE MORE THAN 4 BEYOND THE WALL SURFACE. GENERAL NOTES, 1. REFER TO PROJECT NOTES FOR CONSTRUCTION "REQUIREMENTS. 2. GENERAL CONTRACTOR TO FJELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AIND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, Gl'SKETED, OR WEATHER STRIPPED PS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITON LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION AINCHOR BRACKETS FOR ALL,Cl'SEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITONS. ' 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FlRE-RETAIRDENT TREATED WOOD. 7. PARTlllONS ARE TO BE BUILDING STAINDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. -. --------,. ------~-·<·=-·-~c;-,------.-----. ---. ----------···,----······--"··----·------··-. -·. --· ---. -·---,-------------····-·· , .. , , 8, ,DOORS AIND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS AIRE TO BE LOCATED 4' FROM ADJACENT WALL OR .. MATCH EXISTING SUITE STAINDARD. EQ. ' r<) I r<) . ~ I 9'-10" EQ. ~ ,---~M. KEYED SHEET NOTES NEW EXTERIOR GLAZING, WrTH FINISH TO MATCH EXISTING EXTERIOR WINDOWS. FILL IN WALL BELOW WINDOW TO MATCH EXISTING CONCRETE FINISH. REFER TO DETAIL (V NEW JANITOR SINK. CONTRACTOR TO PROVIDE CUT SHEET TO AIRCHITECT FOR APPROVAL ' 9 PROVIDE 20 GA. LEDGER @ RATED WALL TO SUPPORT CEILING JOISTS. REFER TO DETAILS K&L/A.9.4. Tenant: KA YE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON, WA 98057 burgess design I interiors O c1rchitecture !J:>6 fifth ,\vcr1u~ ,,;it~ -~00. 5,:a:tlt. l'IA9alOl TEl: l0&.S$7.li10 FAX:205, 53:l.7122 All reproduction & intellectual P.f9:P~.ffi'_.,rights reserved c 2008 Professional seal EXPIRATION DATE:10 AUG 09 No. issue Description Dole DESIGN DEV. SET 07/30/08 PERMIT SET 08/08/08 Drown by: MK Reviewed by: RM Project No: 08-0150-00 CONSTRUCTION PLAN FIRST FLOOR Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.1 DEVELOPMENT Pl.ANNING CITY OF RENTON AIJG 1 2 2008 RECEIVED LJ I: 0 0 SYMBOL LEGEND qi rn EXISTNG CONSTRUCTION TO REMAIN. NEW INTERIOR FLOOR TO STRUCTURE PARTITION CONSTRUCTION, REFER TO DETAIL E/A9.2 TYPICAL NEW INTERIOR PARTITION WALL, REFER TO DETAIL F /A9.2. 1, ---(MATCH LINE) ----------------------------....-1--------------------------------------------------fP NEW INTERIOR FLOOR TO 6" ABOVE CEILING STRUCllJRE FURRING PARTITION W/THERMAL INSULATION, REFER TO DETAIL G/A9.2. 1 I --------------------------------------------~ ! ; j 1 ! i j i j j '. J j 15' -3" 9'-2" 19'-10" ::_· . •---~-___ ; -'i ''I I! ,, i 11 i! ~ ii 'A' 'M' ( ~ ' ~ L!'.'..J ~ ~ "'l"-. /: fMl.\ ~ ? ' ~ iNl / ~{ '---~!----::r1 ill ~ ""'-', ' N//NV;; a• / ~~ -0~ I STA1 IR I : -fol MEN'S ~ WOMEN'S I 1 I L':'.J [1Q[) ' 18% ~ ] I ;'.' tJlf--~-• I -;.. ' " : D D I ..-7 -(J) DFDF 1 ·.·~. ; • BREAKROOM [12D 0 · 1 ': ~ (SIM) -1 ( .J B I 202 '9' -I I L=mJrl==;::i'lii~(SIM) U') SIM~ ~ : U') , R> I I) "r------------t 4'-11" ,4'-9" I 10'-2" 4'-11" ' _J 5'-4" " " (SIM) 0 (SIM) rn G.M. OFFICE []QQ] ' 0 12'-11" ®\: I OFFICE -0 ®\! E}@ -0 OFFICE OFFICE []Q2J []Q[J [I] 0]5[J n n ~----;C--;O::::;-N S-;::T:::;-R U_C_T 1_0 N-;::=P=LA=N ::;------2_N _D _F--:L ~;-;:;1~.;--R =-:-;-r--=-o;;-~-~ ~ 0 16' 24' ' -0 <t - 0 12'-9" ciJIMJ ' ®\! OFFICE []Q[J n - 21'-11" I IT] 0 ~ ' [I] ill 104'-7" ' STAIR io::::J 0 11 - ~ F.E.C. 0 -:; OPEN · OFFICE (]fil . ,., -----·---------. . . -----• - 77'-0 11 •, 52'-7" 0 ..... ,;.J, ___ ..., .. ., --------------··------ (SIM) (SIM) ' -(SIM) (SIM) H v ' i ' @J [I] 11 . ~. [I] n nCs :::;;;:::;::;:;;;:::;;~~~. ~"-------=,..-,. ~-~;;;;::::;;:::;:;:::::::;;~~. =L·. 0 0 0 NOTE: COORDINATE LOCATION OF STRUCllJRAL STEEL COLUMNS AND BEAMS, EXISTNG JOISTS AND GIRDERS, ROOF TOP UNITS, ROOF PENETRATIONS, AND FULL HEIGITT WALLS FRAMED BELOW; PRIOR TO COMMENCEMENT OF Afff WORK. w w fP w • .Cj]. • .cp. • .i:p. • • fP .. w I/ I/ I/ I/ NEW INTERIOR SOUND INSULATION FLOOR TO STRUCTURE PARTITION, REFER TO DETAIL H/A9.2. NEW INTERIOR PLUMBING CHASE WALL PARTITION, REFER TO DETAIL E/A9,3. NEW INTERIOR SOUND INSULATED CEILING HEIGITT PARTITION, REFER TO DETAIL F /A9.3. NEW INTERIOR ONE HOUR RATED PARTITION CONSTRUCTION TO FLOOR STRUCllJRE, REFER TO DETAIL G/A.9.3. NEW INTERIOR ONE HOUR RATED STAIRWELL PARTITION W/ WOODEN CAP, REFER TO DETAIL H/A9.3, NEW INTERIOR ONE HOUR RATED STAIRWELL PARTITION, REFER TO DETAIL E/A9.4. NEW INTERIOR ONE HOUR RATED 6' STUD WALL CONSTRUCTION TO FLOOR STRUCTER, REFER TO DETAIL F/A9.4 . NEW INTERIOR ONE HOUR RATED. STAIRWELL PARTAL HEIGHT WALL CONSTRUCTION, REFER TO DETAIL G/A.9.4. * ..... [£l. ·ll NEW INTERIOR 6' WALL W/THERMAL INSULATED CEILING HEIGHT PARTITION, REFER TO DEfAJL H/A9.4. NEW PARTIAL HEIGHT WALL CONSTRUCTION, REFER TO DETAIL J/A9.4 • ' cp fE .ql I/ w NEW INTERIOR SOUND INSULATED PLUMBING CHASE PARTITION CONSTRUCTION TO FLOOR STRUCTURE, REFER TO DETAIL E/A9.5 NEW INTERIOR, REFER TO DETAIL F /A9.5 NEW INTERIOR ONE HOUR RATED 8' STUD WALL CONSTRUCTION TO FLOOR STRUCTURE, REFER TO DETAIL G/A9.5 . NEW INTERIOR 8" STUD WALL CONSTRUCTION TO FLOOR STRUCllJRE, REFER TO DETAIL H/A,9.5 ~ NEW INTERIOR 8" INSULATED WALL CONSTRUCTION TO FLOOR STRUCTURE, REFER TO DETAIL E/A.9.6. ---GlASS W/ FRAME ~ NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS F.E.C. = NEW FIRE EXTINGUISHER CANINIT-SEMI-RECESSED AS NOT TO PROTRUDE MORE THAN 4" BEYOND THE WALL SURFACE. GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY All EXISTING CONDmONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEAlID, GASKITTD, OR WEATHER STRIPPED AS REQUIRED TO MEIT PARTmON RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTNG SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH, 5. PROVIDE PARTITION ANCHOR BRACKETS FOR All CASEWORK, FlXlURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. All WOOD USED IN INTERIOR FRAMING IS TO BE FlRE-RITARDENT TREATED WOOD. 7. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE l'IPICAL WALL DITAIL SHEEf FOR MORE INFORMATION, -----~· ·-··-•"'h-•~----. -· ·-.. ·-·-··-e. ·--·~----··---,-------" ----------·----------· --------------·--··. -------· -·· --· __ _,_.,., ·-----............... ··---· -""'" .... ·---~·--·---... 6,.DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DITA/LS ARE TO BE LOCATED 4' FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. KEYED SHEET NOTES NEW EXTERIOR GLAZING, WITH FINISH TO MATCH EXISTING EXTERIOR WINDOWS. FlLL IN WALL BELOW WINDOW TO MATCH EXISTING CONCRETE FINISH, PROVIDE NEW TACT LE SIGN STATING 'EXIT' COMPLYING WITH SECTION A 117.1, SECTIONS 703.1 TO 703.4.5. TO BE MOUNTED AT 54• A.F.F. Tenant: KA YE-SMITH ENTERPRISES, INC 4101 OAKESDALEAVENUESW RENTON, WA 98057 burgess design I interiors O architecture ins rnth ,\wHuc )uitc 500, Scnttlc. l'i,\ ~a101 TH: './06.5~:1.1120 ft,X:200. -5!17.71 n AH reproduction & intellectug[ property rights _reserved ~ 2008 Professional seal EXPIRATION DATE:10 AUG 09 No. Issue Description Date DESIGN DEV, SET 07/30/08 PERMIT SET 08/08/08 Drawn by: MK Reviewed by: RM Project flo, 08-0150-00 CONSTRUCTION PLAN SECOND FLOOR Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.3 DEVELOPMENT PLANNING err/ OF RENTON AIJG 1 2 2008 RECEIVED EL. 35'-6" $ro p OF PAN EL EL 16'-o" $ UPPER FLOOR ===t=---;/ _),f ;f C ----r ='I ff 1=c~-=,-•"= ="'=;{~-==/='===f i'""===/"""1== I 1------_----fl ;,· ff .J 1--------:::r I /,/'..'' /:1 /,//,.--;/I[, /l·J 1I ,-';// ;,;,r ~ /////1/-;,// / 11-///,;;> Jl'l,;t01< , './// ,y;i1);/j/ '/il////f'.;,![;/, /,-/i1 i -------. -d =c= :;,;}'~ :::;,;,;::--:;/i:<)f;;'.1[;~1;? :: c~=--,1 ·;;;-;/;;::<t;;: ;-,:: ,;(;;;,f:I ff,;;01 1 i W,~-;:1·0,/,,-/:1:~; ~(;,,V,-;~1'.11 =/=/=_-__ =_=_= __ =·_·Y~' ~_=_=_=_=,y='_~_=_-___ f{ i=_·_=_,c==_=_=_=_=-::_= __ ==~=-"_ ~=-=_=/f=/_"'_=_~~=-=-'=~"'-= __ =_=_=f{=;_,~"-=_cc:= __ ,Ji,=-_~•~=: __ l_~_:;::~01:~k~/,:_,!£,_yJJ-Jv-//~~j ;;Mf!(XAJ f:}/), ;;?,;',fj I ~t//,?'i~t-J_@//t~ // ®,_s_o_U_TH_E_LE_V_A T_I O_N _____ 1/-8"-= -1 ·--0" ;---------------·--,.---------------·---·-------·-------------------·····--·---·-----·-··--·-----------. ---···---·-·--·----··-- I I I == =~=---=--=-r, =================:;-i-=========r.c="'1 i _____ ---------{f jf ;,}' ff 1------··----·····----·--..... /?:" r--------=------------~---=-=-# # # # t--__ -·· : i ~=-==== ====i'=========================~-=------------==~===f > i----,----;::::====,----""i'!""'-----;;====t==:--===-==---==--_c:-::::===:-:::-_-_ _c:_ ff , , -1, I i I ' I I ,/ !I i , j/ l I;}' __ , t.: ____ ·----· I# 1:1 " I , 'I //, ,/ !// :f I // )? ,[ I 11 i /1 " I " /!( ! 1: :e " _// Ii / " / " / " Ii " / ! " / i:====:· ·::::::::::_···---:::::::c::.:::::c ::::---l'==, " / // ;;/ ;;/ " fl f} ,,, // />' ' 7 "' " Q)i---E_N_LA_R _G E_D_E_N_TR_Y_E_L_EV_. _( S_O_U_T ~-J 4 ,-, _ 1 , __ 0 ,, --------·------------····-·--------·-···-------·---------·--·---·-··-····--.-------.. ·--·····-·-·-·-----·-·-·-··» ····-·-r-···--··-·--·-·-··, 1] // ------------ © ENLARGED ENTRY ELEVATION (WEST) L l-------------'-----'--- 1/4" 1'-o" KEYED SHEET NOTES DEMO EXISTI NG DO OR. REMOVE EX ISTI NG CONCRETE WALL PS REQ UIRED TO EXTENT OF KNO CKOUTS IN WIDTH AND MATCH EX ISTIN G ADJAC ENT Sill & WINDOW HEI GHT. INFILL OPENING WITH NEW EXTE RIO R GLAZ ING, WITH FINISH TO MATCH EXISTING EXTERIOR WINDOWS . / " / ' " / " / Tenant: KA YE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW REN TON , WA 98057 bu r ge ss des i g n j i nter i ors O architecture ins fl /ti'. ,IYMll~ ;u;t e SC Q >eottk. W1\ ~8)!)1 IE (: ,o~.,~7.7120 FA)(:205. 507.1122 All re prod uction & intellectual property ri g ht s re 5erved c 2008 Professiona l sea l EXPIRATION DATE:10 AUG 09 No. lssue Descript ion Dote DESI GN DEV . SET 07/30/08 PE RMIT SET 08/08/08 Drawn by: MK Reviewed by: RM Proje c t No; 08 -0 150-00 EXTERIOR ELEVATIONS Ori ginal draw ing is 24" ); J6". Sca le entities act:ord ing fy if reduced A.4.1 DEVELOPMENT PLANNING CITY OF RE NTON AIJG I 2 2008 RECEIVED I I I lo I II : II I J 1 II I I I II I I I II I I I II l,1,I l 6--~---2-=--1F--=-- -(MATCH Ll~E) II I .=--f-=-------= =[rf-- __ ...,.._+---+---+--i----,.-.--1..,..1 -....-,--------+---1r--t------i----+•---l--------1--+-f-------f-----i---+--------,--""11---,.-----....,....--ir--i- u 0 0 0 I II I I II I I II I f--1f-- l I I I I II 4 f--1f--1 II II II II ii _ _JL_ '.::::g::::::>---3~'1-,,.--;_<L II 2 /\ ii = IL / '-.. .JJ C===::J II II II I II I f--1f--1 I II I I I I I I I I II I 4 f--1f--1 ~ I II I I II I I II I I II I I II -I- f--1f---1- 11 I II I II I II I II I _ __IL_ 111 111 1, 1 I I I I f---1 f---1 I I I I I I I I I I I I I I I I I I I I 4 f--1 f--1 ~ I I I I I I I I I I I I I I I I ----I I I I -_J r1-~-i1 I I I I I I I I I I &- 00 ~r-D:--E:::=M:--0 L::::::::I T:--1 O_N----:P L=A=N ===;----:-1--;:-;18 ,,;--=--:-;--r _-:::0;;--~-~ ~ 0 8' 16' 24' I I I I I II I f--1f--1 I II I I II I 4 I II I ~ I II I I II I f--1f--1 I II I I II I I II I I II I I II I L _ _JL _ I ' !, I II I I II I I II I I HH I II I I II I I II I I II I II I I II I I II I I II I II I I II I I II I I II I II I I II I I II I I II I I II I f--1f--1 f--1f--1 f--1f--1 f--1f--1 f--1f--1 I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I 4 I 11 I ~ I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I f--1f--1 f--1f---1 f--1f--1 f--1f--1 f--1f--1 I II I I II I I II I I I I I I II I I II I I II I I I I I I II I I II I I II I I I I I I II I I II I I II I I I I I I II I I II I I II I I II I I II I _ _JL_ 4 f---ilb--1 4 4 f--1f--1 4 4 f--1f--1 4 4 f---&--1 4 I II I I II I I I I II I I II I I II I I I I II I I II I I II I I I I II I I II I I II I I I I II I I II I I II I I II I I II I f--1f--1 f--1f--1 f--1f--1 f--1f--1 I II I I II I I I II I I II I I II I I I II I I II I I II I I I II I I II I I II I I I II I I II I I II I I II I I II I f--1f--1 f--1f--1 f--1f--1 f--1f--1 I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I _ _JL_ ,L _ _JL __ \L _ _JL -_ _JL _ 3'-0"± 3'-6"± 19'-7" 3'-0"± 19'-7" 3• -0"± 3' -6"± l' 1' 1' 19' -7" 1 1 , ___ ~-__ -\~J---r--T _ = -~ = = = = = = DEMOLITION SYMBOLS t= = = =1 EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTEITT OF DEMOUllON. 2. SAVE AND STORE DOORS AND HARDWARE KEYED SHEET NOTES 0 REMOVE PORTION OF EXISTING CONCRETE PANELS />S REQUIRED FOR NEW WINDOW INSTALu\TION. REFER TO SHEET A.4.1 FOR ELEVATIONS AND STRUCTURAL 'DRAWINGS FOR STRUCTURAL UPGRADES. 0 DEMO EXISTING EXTERIOR DOOR AND FRAME. i> DEMO EXISTING STOREFRONT GLAZING UNIT. 0 DEMO EXISTING STORAGE RACKS. COORDINATIE EXTENT OF DEMOUllON WITH SHEET A.1.2 .. COORDINATIE WITH TENAITT ANY STORAGE AND RELOCATION OF UNITS TO BE REMOVED. Tenant: KAYE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON, WA 98057 A1 ""' burgess design I interiors O architecture 1l:1G Fiflh J\vt>Lae S"l:,, SCO. Seattle. WA 90101 !He 20G.'i"J7.712G FAX,20,:;. 537.1122 All reproduction & intellectu<1! property rights reserved c 2008 /) Professional seal EXP\IJATION DATE, 10 AUG 09 No. Issue Description Date DESIGN DEV. SET 07/30/08 PERMIT SET 08/08/08 Drawn by: MK Reviewed by: RM Project No: 08-0150-00 DEMOLITION PLAN FIRST FLOOR Original drnwing is 24" ~ 36". Scale entities accardingly if reduced A.1.1 OF'JEIDPP,iENT F'._l,j\JNlNO 'AUG t 9 ;'COB ,~;;:::r,~'1\lf f) f'h"',.'V~ if,'""'·'" EL 35' -6" $ TOP OF PANEL I ! H -0-/H\ I A.9.6 ~ ~:V I ·-····-·· -:::-=·=,rr====sr=#==,;,=;t,=, ="ir"/l==st-·-=·-. =--r ,r! fl f.f /:f -·~~~~----:= ff fl fl {I ---- _-_ :: =-~: fl -:---r----1 f7 =====-== ·_-,:~ l~~lt:~ll~b ~~°::~~= ~;%~ ~11'./;,,% ~~~ i ~It .2§11~~~@! 1 ,--_-----,==-·'===f!=-f"====f=f"'==!=;/"'====fY="""~=-:==~J fl fl (I fl=~: ff tf fl ff ===l=== [%~~1.~t~~= -:: ~~&~ ·#/f~J ! ~~llW~~t.-:'.!'dil, ---=-======-=-===="=-·=-=----------~===~~-----~==-== ------==-,~---==-=-=·-=--=-=-=-· -=-= ==--===,==--===--==·==-==,==-=- EL. 16' -o• $UPPER FlOOR . -···---------1 ~. o·-o· $11INFLOOR cc~-------~-=·1 ~ : ~' ---=· -I ff ,¥ fl (I ff /f ff // ---11~/~k,;~t.%·:lJ~.0.~~~-j/;;'.);;~ii /~~ ;,,,,;f!'j /~;t_.,,r I p,f;# ".I JY// ' I @ SOUTH ELEVATION 1/a" = 1'-o" r-----f-- t-----=--·----,_ ·=···_-----~,, fl l--=-. ..::::-.. -------- fl ff -----------------. ·1 ---------·-----1 j ___ ~-=---=I 1 ·-~ ----=--__ _J . -------------=====l fl fl ;;;!-=======·======·-=;;;·===========;;;;;·==-.:-==--=·=-==-:=--==-=-·=-=---::_:-___ ::-::_ __ -_.= i---,---"1'==af="'iii"---::::::::::-::iF::-:--::=:::-::::=Fl'r'~:;=~-=--:.::::: ... =. =--=--=-=----:==--=----==:-____ -___ :-____ -___ _ '/~ .IV i __ ,! __ ----------1[# __ _ #-ff I 11 If I 11 ·1#-- 1 JI fl ii ;/ / "// fl I I ' IJ • I II l==~··"(::-~=-. -" I~ =====--= =~,l====:::1 ~-!STING OOIOPY -~ ""~~-NEW GLASS STOREFRONT WINDOW AND DOOR SYSTEM TO MATCH EXISTING CONSTRUCTION AND FINISHES CONSTRUCTE ( TO BOTTOM OF EXISTING OOIOPY. Q) ENLARGED ENTRY ELEV. (sour~; I fl . . I 2 fl fl fl fl fl fl ·1 11 !I I If If l'l ----___________________ J -------,r--------------------r----- 1 If :ff I 11 ' -------____ j r=·---------·1 --------------j· --·--·c -- ----c·e_, __ -~-~---·-·-•-·------------1 ----------_______ _J -------.-_-. ] -----------------1 ' l I fl I I ----------________________ ) If CD ENLARGED ENTRY ELEVATION (~/:.s~~'-o• EXISTING OOIOPY NEW GLASS STOREFRONT SYSTEM TO MATCH EXISTING CONSTRUCTION AND FlNISHES CONSTRUCTED TO BOTTOM OF EXISTING OOIOPY. --------------------------------------·--------------------------------------------·---·--··-··----------·--·- ---,- ff /I 2 KEYED SHEET N~TES <i> DEMO EXISTING DOOR. <(y REMOVE EXISTING CONCRETE WALL PS REQUIRED'.TO EXTENT OF KNOCKOUTS IN WIDTH AND MATCH EXISTING ADJACENT Sill & WINDOW HEIGHT. IN_Flll OPENING WITH NEW EXTERIOR GLAZING, WITH FINISH TO MATCH EXISTING EXTERIOR WINDOWS. -,. / ' / ' ' I ' / Tenant: KAYE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON. WA 98057 Ai u· burgess design I interiors O ctrchitecture 1320 fi;th Av~c1ue Siit~ \CO, S~attk, W,\ ~6101· :1:L; 2'JQ.E~7J120 FAX:206, 53/.7122 All reproduction & intellectuol prOperty rights reserved c 2008 EXPIRATION QAIE· J Q Al 'G Q9 No. Issue Description Oat€ DESIGN DEV. SET 07 /30/08 PERMIT SET 08/08/08 ------------ PERMIT LAND-USE REV 8-19-08 Drawn by: MK Reviewed by: RM Project No: 08-0150-00 EXTERIOR ELEVATIONS Original drawing is 24'' x 36". Scale entities \lccordingly if reduced A.4.1 ·,,I [AUG 1 '. ·, , c_: Q) en :=, 0 <( (_) E D LO N en N 0 I :::, :::, :::, Q) )'.) E :::, 0 / ~ Le: 5 6 A 9'-8" (F5.0A) (-1'-9") I J r···.I 26'-1 s/8" 3'-0" ----~r-1----1a '-811 I :c 8 3/4" 20'-1 1 /2" ""' I B 5 3/8" £111--1----- (F5.0A) (-1'-9") r---· ---1 ' r 1 '· •. 1 2'-0" (F5.0B) (-2'-0") • 0 I ;,-, '-----"--:'Y<----' ( Fl 2.0) ~~,(-2'-6") 'f-6, 'f-J {5> -.-- A/S4.1 @I) (-2'-0") 3'-11 1/2" PLAN NOTES: 25'-0" <F5.0B) (-2'-0") 1. FOR STRUCTURAL NOTES, INSPECTION SCHEDULE, SYMBOLS AND ABBREVlA TIONS, SEE S1.X SERIES. 2. FOR TYPICAL STEEL SECTIONS AND DETAILS, SEE S5.X SERIES. 3. EXISTING FINISH FLOOR REFERENCE ELEVATION IS 0'-0". • 0 I °N 4. (FX.X) INDICATES FOOTING TYPE. SEE FOOTING SCHEDULE ON THIS SHEET. SEE S4.1 FOR FOOTING DETAILS AND SAWCUTTING OF EXISTING SLAB-ON-GRADE. 5. (X'-X") INDICATES BOTIOM OF FOOTING ELEVATION. TOP OF FOOTING OCCURS AT 6" BELOW TOP OF SLAB, UNO. (F5.0B) (-2'-0") 5 3/8" (F10.0) (-3'-0") <ii® (-2'-0") 6. ,:\SS _1-INDICATES HSS COLUMN SIZE AND BASE PLATE TYPE. SEE ~ i,. H/S5.1 FOR BASE PLATE. FOUNDATION PLAN 7. CONTRACTOR SHALL VERIFY ALL EXSITING CONDITIONS INCLUDING DIMENSIONS IN THE FIELD. 8. PREPARE SUBGRADE AS RECOMMENDED IN THE SOILS REPORT AND EARTHWORK SPECIFICATIONS. 9. CONTRACTOR SHALL COORDINATE ALL OPENING DIMENSIONS, SLAB PENETRATIONS, BLOCK OUTS, DEPRESSIONS, AND EMBEDS 'MTH THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRA'MNGS. 1/8"==1'-o" ' I I I I C D 21'-1" 20'-11 7/8" BRACED FRAME @ <ti@ C/S4.1 I • -·~· ••.• --i (-3' -0") I ' , I -·'"' --------------------1------l''./-1-' ,__,__ ~\"' @I) (-2'-0") 'b I N 21'-6" I ' ' ' '·-·-----~ I 14'-o" 2'-6" N I ___ ..I f,)\~ @I) (-2'-0") 20'-6 1/2" 2'-11 1/2" MARK (F5.0A) (F5.0B) ( F6.0) (F9.0A) (F9.0B) (F10.0) (F12.0) @I) (-2'-0") • ~ LO co I O') I . I --. I (F9.0B) '----1---' ( -3' -O") ' 0 I C() ' ~ w ::;; g~, . §. S3.1 < . 0:: . a:, (F10.0) (-3'-0") I 5'-0" \ ~ \ j 20' -6 1 /2" 2'-6" _____ __._ ____ ,___,__• FOOTING SCHEDULE SIZE DEPTH BOTIOM REINF 5'-0x5'-o" 12" (6) #5 EW 5'-0"x5'-o" 18" (6) #6 EW 6'-0"x6'-o" 15" (6) #5 EW 9' -0" x9' -0" 24" (12) #6 EW - 9'-0"x9'-o" 27" (12) #6 EW 10'-0"xl0'-0" 27" {12) #6 EW 12'-0"x12'-0" 21" (12) #6 EW - \ 1 ~ i J { l • -I ~E~ARKS \ ' i ! . 'l \ I 1 (12)j#5 EW TOP . i (12)j#5 EW TOP { (12)! #5 EW TOP ! (12)J#6 EW TOP . '· Tenant: KAYE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON, WA 98057 ti•Jd cae.,Jting Ei>Jlt>egs 1601 Fifth AV<nJ9. SIJlte 1600 S6ettte. Washington 9801 (206) 622-5822 Fax /200/ 622-8180 All reproduction & intellectual property rights reserved c 2008 Professional sea! No. Issue Description Dote DD SET 07/30/08 PERMIT SET 08/07 /08 Drown by: MDA Reviewed by: WAS Pcoject Noc 108314.10 Sheet Titles: FOUNDATION PLAN Sheet Number; S2.1 1 AUG l 9 ;'ODB Die II" !:!1. 1!::f, !fa:&,; llJ' :1,.., :t 'fi L iJ' E 0 '-0 -tj- 0) N 0 I co 0 0 N co 0 0 ~ <L> - Cl z . 0 6 VJ ----ex: ~ <( :S u E-cn <t: I X "' 0 » CD 0 X Y. VJ ~ "' -tj--nm co l-o X -(J) ----'"' 0 -,n r~-.i 7 00 C'O 0 CD -t') I 0 - 0 .. 0 (V oo E 0 0 / §"j i-:-: G:. -_c <l) ~ ~ o X (L a:: -' u FILL W/CONC FLUSH W / TOP OF SLAB AFTER SECOND FLOOR SLAB IS POURED------- #4 @ 24" O.C. EW I I I I I I CL COLUMN AND FOOTING I i I I I I I COL AND BASE PL PER PLAN EX SOG----, I I I AT MID-DEPTH OF SAW CUT SOG I I I --I ~ ' / I I " . \ SLAB POUR-~~ AT FTG EXTENTS , ~ J T/SLAB EL t'''' ,----~\\L.-__,,..~:.t:(t:,..,._---,,--__ .,.. .... L (SEE PLAN) ···~·f"""'"-~--; I".) • • ""1 t·---·1------t(U.~=!1~*1-~,,...., -----1-~ \ I ~ -'l---1~1-. • ~ """ ~~ ,,,I • • o ,=J i--· B/FTG EL (SEE PLAN) SEE PLAN AND FTG SCHED 3" CLR FOR SIZE, DEPTH AND REINF ~ SIZE TYPICAL INTERIOR STEEL COLUMN FOOTING DETAIL NO SCALE L7x4x3/8x0'-10" (LLV) W/ (2) 3/4"0x6" STUDS @ 6" GAGE. PRO'v1DE ANGLES AT 3' -0" OC (MIN OF 3 ANGLES AT EA SHAFT) ----.-"°----\ f SAWCUT EX SOG & NOTCH WALL FOR BEARING AT NEAT CUT ---~ ~ 3/4" 1/ • #4 CONT- #4@ 12" OC x ~ TYPx1\r POURBACK ----r) • • j;°;16 ~ 6 3/16 / 6 3/8" BENT PL OR ANGLE x WIDTH OF SHAFT BLOCK OUT SLAB AS REQ'D AT PLUNGER #5@ 12" OC EW7, I A ,. EX TILT-UP PANEL~ " NS GROUT GRID ---COL AND BASE PL PER PLAN 1--· . ·~~ . i~" UNDER WALL------, CHIP DOWN EX FTG TO PLACE NEW REBAR. ROUGHEN T/FTG TO 1/4" AMPLITUDE-- I ----REINF & POUR SLAB PER A/S4.1 \ I A i1 V :v 2" MIN NS GROUT UNDER BASE PL l l I Ql.J.... )1 I I Ct:: ! I I NEW FTG REINF EX CLOSURE POUR JT EX FTG ~EY~D,\ I I: : T/SLAB ~ ~ I i I I I ~EL~P=ER-PL-AN--+--.-CD-\~~--+-.~f.-...... ---. ' I -I ;::_::.::..::..::.:.::.~::,,l _____ ,_......~\..-11!' 1~ ' ·; ·--······· --:···=-T r r I'· i' I ·. • • C--F C:: r·., -.. ~·j·.,., .• / ,~., ... ,""" · ''l · ,,.~,,! e:, B/EX & NEW FTG"' !··---' .7.~-~-1 ____ 1 __ ...... ___ 0 4- EL PER PLAN "'· 3" CLR T /EX FTG "" SIZE TYP SEE PLAN AND FT0 6 3/4" \...(4) 3/4"0 ASTM F568M CLASS 5.8 ANCHOR SCHEDULE FOR SIZE, EMBED RODS W/ HILTI HIT-RE 500-SD (ICC-ES DEPTH AND REINF ESR-2322) ADHESIVE. LOCATE ANCHORS TO AVOID REINF AND COORD BASE PL HOLES COLUMN FOOTING AT WALL POUR BACK SLAB IF SLOPED CUT & BACKFILL NECESSARY 18 .. ~ #4 ® 12· oc 1 -~ \ 2'-o· #4 @ 24" OC ..----\ \ MIN EW CONT ~ ".... \ u "'!--« ! +---+-1--1--,---+---'······· ., .... , l I 0::: d /J " ' / #4 @ 10 CONT ""'/ 4" 4• W/ 18" HOOKS EA/ · , END, TYP ' 'f -+--+'·Lt) GALVANIZED GRATING~-~ • • • ' 0 ~ I 3/4"=1'-0" B +-~·-~--------+-t--,-4- ELEVATOR PIT DETAIL • I'") 8" L4x3x1/4 (LLV) @ EA SIDE OF SUMP W/ 1/2"¢ EXPANSION BOLTS @ #4 D --·---.., • / (4)#4 U ~ EA WAY -1---1 ' 0 I C-..J 9" OC (W/ 8" MIN EMBED)----/ "'<;,;:::+:=-·· ,;;-...-t"I --. • .--i-~. -"''---1---,,""'4,,,=="""'1'1--'· ~" lj 1}lliffill1-11 rillffil.J frriil SUMP-------8" 2'-0" 8" J NO SCALE F K D .----COL AND BASE PL PER PLAN FILL W/ CONC FINISH TO SLAB AFTER SECOND FLOOR SLAB IS POURED -~ / : : /'(4) 3/4"0 ASTM F568M CLASS 5.8 : I/, ANCHOR RODS W/ HILTI HIT-RE , 1 500-SD (ICC-ES ESR-2322) SAWCUT EX SOG --: : ADHESIVE. LOCATE ANCHORS TO AVOID I I REINF AND COORD BASE PL HOLES I ~ t··-·-··-.·-····-··-····-·-----·-.. --.... ,--,.__,: 1 ·-----·--± T /SLAB T-----·----.... -,__ ....... -................. "-·· . /\: '-i:':" C::-c.w··;· .__ . I . . _ +_··· . T /EX GR BM ~ ~ l r5---~ .. ·--i·,--::,y;~,~1-·-----·: ~~--" r-----··;1/1~r· -"-·z.: ··· -/ ~~~ i >- ...... l ! F I ; . ---"l i LL. ~ l ! j I I . i I' = aow 11 : 11 ! i,c.o ....... ; 1 ·1 : 1 ; : ~ l I , [ l : , l f ! I _,,· i : I ! 1 : i l i l ! j ', ! l ! 1 i l 1' i . ' \ I I II I 1 11 ; I, I l ~i~~P~~~E~s I i I ' I ,I ,I : :.: 1~: I . . . I ' . ' _::·J ' ·, . ... . ; J : EX GRADE BM b .. _, -.,-~---.. _, ' COLUMN AT EXISTING GRADE BEAM 6 ... 3/4"=1'-0" ~-REINF & POUR SLAB PER A/S4. 1 EX WALL AND FTG --.....~ ; #5 @ 12" OC NS GROUT UNDER EX SOG l WALL AT REBAR ~"-.... i ·~ ~ ______ _____, . . . 1 C (3) #6 CONT T&B, LAP 4'-0" ---l:"~·· .•:;::::..... _-1___~3 l ~, ' ,,,.. •--/j ~v--#5@ 12" OC I 2" CLR TYP j /) ---'-'--'-~ ~ --+t':;-.,_/_1---· -. -, '\~=:v B'FTG ~ 1 '--+~+--~)/1~~~- EL PER PLAN #5@ 12" oc_/ 1'-8" 3'-o" WALL FOOTING 3/4"=1'-o" G L TOP OF FTG\ I I I I I "L COL I I I I I I I I I I ' /-;· .. ', '.":::>·,_.::-:, :-·<·:: . .,,.·. .:·,:, --l.----1~-= MIN WASHER SIZE PER AISC RECOMMENDATIONS 0 z Cl a:: z < w w -' £D 0 -' u -' :r: 22 !a a:: Zo Cc; LL "' (4) 3/4" </J F1554 GR 36 BOT OF ROD OR ROD HEAD vs ANCHOR RODS TI ,,.,--HEAVY HEX NUT OR @/ ROD HEAD BOT OF FTG\ -~-~~,-.,..,.,,,....,...,.,.,...,,-+-------Y ),.' "/ )):;// '-V ,\ CIP COLUMN ANCHOR RODS NO SCALE . D H M Tenant: KAYE-SMITH ENTERPRISES, INC 4101 OAKESDALE AVENUE SW RENTON, WA 98057 d•Jij C<mJJtma e,g--. 1ll01 Flflll Avm.e. Suite 16()() SOOtt1e. Wash/~ 98TJ1 (2()6) 622-5822 Fax (2()6) e22-BOO All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description Date OD SET 07/30/08 PERMIT SET 08/07/08 Drawn by: MDA Reviewed by: WAS Project No: 108314.10 Sheet Titles: CONCRETE DETAILS Sheet Number: s r,i Ft --::, r . -. D._ f. .... o. M, H .'1,v. 1 CITY 0/· h·.:.::· re;'