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HomeMy WebLinkAboutPermit 4179 - Nendel's Restaurant#AIPLICATION FOR BUILDING PERMIT CITY n� OF TUKWILA rnnlTanl NIIIuaFa �7r�Z76 JOB ADDRESS TENANT DATE OF APPL. DESCRIPTION OF USE LEGAL DESCRIPTION ATTACHED J PROPERTY OWNER ADDRESS PHONE ENGINEER/ARCHITECT ADDRESS PHONE CONTRACTOR ADDRESS PHONE AUTHORIZED AGENT LICENSE NO. VALUE OF WORK a75TZ FIRE PROTECTION SYSTEM SPRINKLER DETECTOR USE ZONE TYPE OF CONST ADJUSTED VALUE GRADING CUBIC YARDS CUT FILL /, SIZE OF BUILDING SIZE OF UNIT WORK TO BE DONE: IST FL. 2ND FL. TOTALS j I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA• TION AND KNOW THE SAME TO BE TRUE AND CORRECT. f FEES AMT. DATE NEC. NO REC, BY P.C. .. SIGNATURE ! ( COMPANY DATE PHONE i ? % AgJ, 4N fov B.P. ..�Fn{1` :rel?.. ,�i'/;•,r il;' fJ,�}r', 'Y1��. TOTAL [:ITV I1RF USES I SO. FT. I OCC. I OCC. LOAD TOTALS DEPT. APPROVALS SENT CORR. APPR. PLANNING HEALTH PUBLIC WORKS FIRE h 7/ c " INSPECTION REQUEST Permit Date Yl Tenant .� �� s Time Address: f5-�'D/ A��l�i Date Wanted:a.m. P.M. Contr. or Owner Type of Inspection �` /;=cif Req. By ce Taken, By_ INSPECTION REQUESC 41 Permit #�— Date Tenant C S Time 72r0. Address :�l/,01zey d/ Date Wanted: a. m. p.m. Contr. or Ownerr?G, Type of Inspection Req. By v7G Taken. By , Date Wanted: ,, 3 a.m. (P.M. Contr. or Owner Type of Inspection Req. By Taken By—L& f4saYf.LSCIN+WIHU3'1XiNMa:Y+It.M+tw+uv...vr.wuw�«r._,.�............«..-._........r....•............�....�..<ww+u:n•.MexuAK RCk•i1k'`., d.{' .. .. ... . INSPECTION REQUEST Permit # L? Date Tenant Time Address: Date Wanted; J" a.m. p.m. Contr. or Owner Type of Inspection-�!'YI_ 7d�Lz Req. By Taken By L INSPECTION REQUEST Date` Permit Tenant -- — Time Address: ��d� V G' • r/GT Ile Date Wanted: l l �� .m. .m. Contr. or Ovrner Type of Inspection Req. By - GL Taken By .. INSPECTION REQUEST Perini t q1 Date Tenant Time Address: Date Wanted: HO � P.M. Contr. or Owner Type of Inspection 4A Req. By } Taken By of • INSPECTION REQUEST; Perm, i t �? " / / Date Tenant -;R) n ° J Time 4. 1 S� Address: 6901�(l.,(� .�cct�r-r Date Wanted: ��G a. m. p.m. f Contr. or Owner, 7 .. Type of Inspection (S� Req. By Altr .l Taken By • ( ',, QFC t }�k ��A•t^ ���i .G}t '?� ; i �fi'�l �i� .� �.4 } i , J' J Y: „4/+h ��'P+ `.fit �t ,.1 K i';'12 e..^ii.F�.:fiV'Yi.M4'1p1"����d'.� �yi�+`� `!i h'1 +'A!*r�, T��"y t.i.Y �.T•/:5:, l� ivt'. �'i�t �< "LA CITY OF TUKWILA Building Division A 6200 Southcenter Boulevard ,f Tukwila, Washington 98188 (206) 433-1845 BUILDING PERMIT 4ork to be done New Motel PERMIT # Y/ 7q Control # 85-226 Site Address 15801 W Valley Hy Suite # Tenant Nendels auilding Use New Motel Assessors Account # lis - - ?roperty Owner_ JED Corporation Phone # 252-1593 Address PO Box 5044 *Everett, WA Zip 98201 Contractor The Garrity Co. 4oeTc aw 15-a Phone # 339-1811 Address PO Box C9014, Everett, WA _II _A A p 98201 FOR BUILDING PERMIT ONLY Approved for is S Ft. OffiStorage/ Retail Sq. ce Warehouse ft. bcc. Load st ft. @ 2nd F1. n ft. @ other r ft. @ other Motel / %n,0s. 63918 R-1 320 Hall/MeetingLecture ooms 5670 A-3 357 520 B-2 6 r_ 8524 B-2 2 Total 1 786321 1 685 Fire Protection: ® Sprinklers [] Detectors Zoning C-2 Type of Construction V lhr Special Conditions FOR SIGN PERMIT ONLY ❑ Permanent E] Temporary ❑ Single Face Building face. sq. ft. @ 1st Fl. sq. ft. @ 2nd F1. sq. ft. @ other sq. ft. @ other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL ❑ Double Face [] Wall Mounted Setbacks: Front Square Footage of each sign face Special Conditions Receipt #a307 Receipt #1065 Receipt #9307 Receipt #23W Receipt # Receipt # $ $ 2,275,800 $ 5860.50 $ 3809.00 $ $ 16.50 E] Free Standing E] Other Side Side Rear Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. I HEREBY CERTIFY T HAVE RE AO A EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS E 0 WORK WILL OMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR ANC P NS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. x Signed Date LU,ENSED CONTRACTORS DECLARATION I hereby affirm that I am 1 nsed rov o of the Business and Professions Code, and my license is in full force and effect. contractor (signature) Date _Z4 — 3 4 — O in v OWNER -BUILDER DECLARATION ( 1 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (sianature) Date v f CITY OF TUKWILA. t + <- t Building Division 6200 Southcenter Boulevard PERMIT # ,f Tukwila, Washington 98188 (206) 433-1845Control # 85-226 BUILDING PERMIT 4ork to be done Nev Motel lite Address 15801 1.1 valley 11y Suite # Tenant Nendelis 3ui 1 di ng Use New Motel Assessors Account 'roperty OwnerJE•.D Corporation Phone # 252--1593 Address PO Box 5044 Everett, WA Zip 98201 ,ontractor 7'he (-' firrity Co. : , rl`I f' ' Z /' „t1114.1 Phone 39-181.1 Address 110 Boxy 139014, Everett, WA _��q 98201 OR BUILDING PERMIT ONLY AT)nrcved for isstiance Storage/ Sq. Ft. Office warehouse Retail Qjh"lOcc. Load 1st n- -F . -d-77 Tr Motel 03918 R--1 320 Lecture 11x1.1. �fc etin, Iuotus 5670 A•-:3 :t 'i7 Offir_c-. 520 r-"! 6 nthr7' 8524 B--1 2 Total 78632 1 Fire Protection: (•; Sprinklers [] Detectors Zoning =' Type of Construction Special Conditions FOR SIGN PERMIT ONLY [] Permanent [] Temporary (] Single Face Building face Fees sq. ft. @ 1st F1. sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 2,275,800 Bldg. Permit Fee Receipt #a')()'1 $ 5860, .50 Plan Check Fee Receipt #1065/ $-3809.00 Demolition Receipt #-�':3 7 $ Surcharges Receipt #,;; ..v)- $ 16.50 Other Receipt # $ Other Receipt # $ TOTAL [] Double Face [] Wall Mounted Setbacks: Front Square Footage of each sign face Special Conditions [[Free Standing [] Other. Side Side Rear Total square footage of sign THIS PERMIT BECUMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT -1) HAVE READ AV EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS JYGE 0 WORK WILL &;COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO YIULATE OR CANC lr` P4pV1ONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed��� !. ^"""_.... .. Date ��! 3UE w .ALL ENSED CONTRACTORS DECLARATION I hereby affirm that I am Nov,i s of 1, eensed d r rthe Business and Professions Code, and my license is in full force and of ecrD Contractor (signature) '� g �.✓ `- Date OWNER -BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the stru re is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date ----------------------------------------------------------6--------------------------------------- Inspection Results/Comments: Inspector ��� Date .. ... Inspector must sign all spaces pertaining to this job. TYPE DATE INSP. NOTES Gradin (Bldg. 433-1845) Setback (Bldg. 433-1845) Rebar ootin Found. (Bldg. -433-1845) Slab (Bldg. 433-1845) /-.2y ical Blda. (Bl do. s CITY OF TUKWILA Control No. Central Permit System Permit No. y FINAL APPROVAL FORM TO: ❑ Building g Planning Project Name Type of Permit(s) ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/ Recreation This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: Authorized Signature Date This project is ap oved by this department: uthorized Signature Date CPS Funn 3 w G t CITY OF TUKr LA Central Permit System 71, "G`ontrol No. Permit No. FINAL APPROVAL FORM TO: ❑ Building N Public Works ❑ Police ❑ Planning ❑ Fire Dept. ❑ Parks/ Recreation Project Name Address Type of Permit(s) Ltl i This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. --This project is NOT- approved ' by' this "depattmeht; the following corrections are necessary: () Authorized Signature Date This project approved by this department: Authorized Signature Date BENS Form 3 CITY OF TUKWILA Central Permit System Control No. Permit No. FINAL APPROVAL FORM TO: ,CI"Building ru is Works F-1Police ` ❑ Planning ire ept. ❑ Parks/ Recreation r Project Name Address / t:..,..,4�ty1 ✓ l`[ J �,{�: I�� �`r'/�1�1 k,,�, Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: (J�/) i,i �t,i/ rr - '. "�" 1�•,rSh�'r = P�'� l� .f f1+F dde ;.�,n�r 7 � , (, fC� i',r"�%`t!/-'X,►'t her ✓�!er .r% ►��a.r : f _ [ v U F C 17 4 �', , (�,) Y�•'19� �q / � ::r �'F� j" ¢ r�rr �l:�.fi r�+ �' .� c� �/ � 6f� I 'i� y Pfd C✓ A -j /k 7.5) <;?,� r t fl C r��u r �G.�ce �� Gl '1 i rc: �''c" _� � 5 � r c.� ! 11 f: .c• :~ � u.. � S �`•L' r~'f r �i c ..."�' �_i • f- ra r `� ��r .n c.� r �(C; .) -jl l `i �/-1 / / t, j) !L'l A ��-� F,�`7..�..i f'� S n Y" 1 F1 1'. I�!` I'" ...P J? :`.i ?-t rYl �^ •T i. { i l C.' % l P v'%+-� =+�"= + / 'y�. Cn`t'!aJ!►� j Mt�'!4t(t (oi['1.�/1'G (•� 7 i r x- 14( t,, -aA ..�4�...`o7•E'I'� --^ �'/!'Y'C_ ,1�.,/ /1�/ �%f .�.%� . Cn(> l` � r •1" r fit �� A;✓� / r`1 l r °I Fk, � rj � �.1 J.. l!�•f'. �'tra..- r 1,�:./� -T"; o .c. � p't'lOI.1 t �DY /�1 �t (_/Wr- ,7 N [ f�.� i��t�✓1��1 T"'! f' /F'l i� 7��fi��L: d? CJ L' �? /'. ` Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 '. .; ..... ,. t .:, , ,. ir• .-,+r Y:.v)'• ..��< .p � � .r.Ngy s�: „W7ni�r ...r, ,,rys., ;ky9 .. .. �+t�::. ,.. ... �E,.'J ..'t .jy s„�9•i�+, iii .. ,�W .. :.X' .-• :{„ ;C" y�,. , ,",7.c .:� 2 sI. 2CITY OF TUKWILA control No.'(�� Central Permit System Permit No. '� Ct FINAL APPROVAL FORM TO: Building Pu lic Works ❑ Police ❑ Planning 'Fir Dept. ❑ Parks/ Recreation Project Name Address Type of Permit(s) �(~�L I ..)d A ('�4 This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. �ry Chis project is NOT approved by this department; the following corrections are necessary: di', �%)--r�.�+ �� //,S'l`.V':Pc�: � Cr'C��►r-f'�S (/ � S il0) � ��y o ry+ .....� w-e2� 72k.r Z e �. � � r"l2R /9kJL' vt l CA-Ct -7 o t,\C-r [y - tnm`I Y G +{ % Ct . of S 41 �Pn `�� (�a r h`t'` ?r.- ins�Ps -- 7'4 bte�P � � 5��gh%W a -e r •4 S1� d �'?�� DICRC?l✓ � u o r� t 1 • r s r a lI ct It P,1, U G� ���1 =�',�► LO aisphA l -r -to _q; -ace. - (I$)(�'nSfAg v-4 ,—ir a r -ea_ < ;e.P� aya`fe -C,ro�H cc.Il Can .�KC'f�ve� Q i' -pus. Authorized Seo ature r Date This project is approved by this department: Authorized _STgnature Date CPS Form 3 .� y7��.lj(�;{.j�a',i.F .`.i �: ...:1,Y.�" ,iJ :�2,� ..'l:l'i�f'F�F«�:p'—.�:,i!:r' :. 7: - . � �v.. � � T.., i..-...,Y:a;,� Y•.t YT.'� ::._ - ;. .. . _ . .••:,wTi ' sr L s CITY OF TUKWILA Control No. 2- • r Central Permit System Permit No. r FINAL APPROVAL FORM I 1� TO: ❑ Building ❑ Public Works ❑ Police 1 7 ❑ Planning Ylire Dept. ❑ Parks/ Recreation ► Project Name Address I ED! W. t/a 11-RT/Z-(gALydCA Type of Permit(s) 6 C t u This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: 't qj Una�Je or j`f!.1 bC a.1- Z-. PCS `f ay� K - !�(,(.�Q y do .wt /sr�_q . S Qtl i s is`/w 4 a rcps56 '6_s -i- Ct f , S '-�� I i-�? �1<i rS�' eJ I V" -S t,�"//io ` C� F- ' c - c� Y 5) .•r S`!lf �i �Pa 9Gr a. w s o4 Cbve r all 1.e'x�Dos�Q -yy 10SI`/Lh411 Ia 1-lne STtdwake� S1 qw, S 1n 10aD ►'ati� Gy`c'�� 00 _ NS`(xl fl �� �P�-f ['IOS�' !r .S Of'1 t 0 Jr V l D r GC l?0 l'' S 1 ) Authorized@1gnature This project is approved by this department: Authorized­Sid—nature Date t!y - Date CPS Form 3 Locations: OREGON Beaverton Corvallis Medford Portland Portland Airport Troutdale Wilsonville WASHINGTON Clarkston Everett Kennewick Richland Seattle/ (Sea•Tac) Airport Seattle/ South -Center Tacoma Port of Tacoma NEVADA Reno/ Sparks IDAHO Boise UTAH Salt Lake City June 20,1986 City Of Tukwila Following items to be completed within two weeks: 1. Site plan as built 2. Directional arrows in parking lot 3. Compact parking identified 4. Additional parking per approved plan 5. Combustion air duct and vents to be installed in equipment room per UMC 1982,v r% 6. Water closets to be insalled in Maids Roams 7. Hand rail to be installed on ramp west end 8. Exits to be completed 9. i Canbpiei to_ be dealt.:'with, 3YA.:. RESERVATIONS S INFORMATION TOLL FREE 800.547.0106 ti k \ MOTOR INN Seattle/South-Center 15900 West Valley Road, Tukwila, Washington 98188 (206) 226-1812 Locations: June 20,1986 OREGON Beaverton Corvallis Medford City. Of Tukwila Portland Portland Following items to be completed within two Airport Weeks : Troutdale Wilsonville 1. Site plan as built 2. Directional arrows in parking lot WASHINGTON 3. Compact parking identified Clarkston Everett 4. Additional parking per approved plan Kennewick 5. Combustion air duct and vents to be installed Richland in equipment room per UMC 1982.kJ�\�"�I Seattle/ (Sea -Tac) Airport 6. Water closets to be insalled in Maids Rooms Seattle/ 7. Hand rail to be installed on ramp west end South -Center Tacoma 8. Exits to be completed Porto( 9. Canopies to be dealt -with OPG- Tacoma NEVADA Reno/ Sparks IDAHO Boise UTAH Salt Lake City RESERVATIONS 8 INFORMATION TOLL FREE 800.547.0106 60�lrcl- 9 • TO L_ SUBJECT: J DATE RETURN T4 SIGNED DATE: SIGNED y . Pa!/�.w,�..�I� G`o�e..� .Gar d:. �ovne�.. //s�. .aa r✓Lr,.s..Z7n�.e. was �.�s�'`"+�. r�SCa,�.aJr .hnz �e� e ' �.Z"t.'r►1 e .. %s . a Co" c oe s .. ri/ e . ou.eP2�, F/ h.1 t--eyelf r-� _ _ nod ►��. / c "....�. a ... �? v,, -z erm �.s... s �a// .� e".ms s X Fe Issue o se-rs�ua`.� �, C. o � P�P sr o,1 .. o•F- Fr v� . ��av h�cxhr s. /Q A% y l f,7 PeakC C140YS AG 1 h If!r. S!id/YGv�7lfs' X72 Rr'1 o. Th SGo?�� Shi4'r�'� GiCGt�e/rSr x vcw 0uu&Anter ouumf dru I Tukwila Wasl*,gton 98188 433.1800 • v • 1908 ' Gary L VanDusen, Mayor MEMORANDUM •l FROM: Becky Kent DATE: May 28, 1986 SUBJECT: Punch List for Nendels project Permits Outstanding SD -98-85 Storm SD -99-85 Storm M-106-85 Jack/Tunnel/Auger WME-118-85 Water Main Extension SME -119-85 Sewer Main Extension WMT(T)-05-85 Temporary Water SSS -26-86 Sewer M-63-86 Flood Zone Control Permt FLH-64-86 Fire Loop LI -86-86 Landscape Irrigation WMT(E)-87-86 Exempt Water Meter Permits Not Issued Comments Should be no problem Should be no problem Needs Asphalt work Needs Asphalt work Restore Nelson's landscaping Needs Asphalt work Needs Asphalt work King Co. signed -off? Needs Asphalt work In process In process CITY OF TUKWILA Central Permit System / o Control No. 85--220 Permit No. FINAL APPROVAL FORM TO: ❑ Building ❑ Public Works ❑ Police X Planning ❑ Fire Dept. ❑ Parks/ Recreation Project Name x-06 d-05 Address 15801 `1,y UG :4' -4 -"LLC Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following co ections are necessary: Q. G , i I i i Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 TO: FROM: Becky Kent DATE: May 28, 1986 SUBJECT: Punch List for Nendels project Permits Outstanding Comments SD -98-85 Storm Should be no problem SD -99-85 Storm Should be no problem M-106-85 Jack/Tunnel/Auger Needs Asphalt work WME-118-85 Water Main Extension Needs Asphalt work Restore Nelson's landscaping SME -119-85 Sewer Main Extension Needs Asphalt work WMT(T)-05-85 Temporary Water SSS -26-86 Sewer Needs Asphalt work M-63-86 Flood Zone Control Permt King Co. signed -off? FLH-64-86 Fire Loop Needs Asphalt work LI -86-86 Landscape Irrigation In process WMT(E)-87-86 Exempt Water Meter In process Permits Not Issued Curb Cut/Access/Sidewalk Channelization/Signalization i �C1� Cr T�CL POU UyrrL &a4, Doug bi bL Oattt (graCj t, Tea Fv-ee-m i�6 , )eOSs �a1 AI?� j Phill E� Otte, - m pv i um 6 &a CGU' Ct Gin arc. U,_b l b -b ;eL5 gine,&v `Ltd 0 &,.tb� e-6 btj_,,' N cww__4�&j LP —) O/Y)) J-�d-nud � r�"i Veraq�lc. PON��� a�-2cu'L r'e lci✓. r � r+ 'wcu v-6 14atul? 9 �T�� cam, �G�►c��a�n O-eOv JAq� &A,tH,1V _ -Fv :05ptCb'07L) �1 tD -D CP&+ -S qUt.rUAt6 &WnA45 '06,� QW 917'om 4Tu a aju AA , ! � ��� S C� � �`✓1, �� X10 -� C� .... ............. . 2 hr C)aor5 q-, t)at ;o , �owCpl, ��� �i'cL� p•-��( �'.�o�- �cCe 1 ! s i , Oyu - Qutl motel occ,-5Ll, a; _ Din ,s L,u as -b Loo t, LIma&-e, April 18, 1986 Pat Garrity The Garrity Co. 22121 17th Ave. SE, Suite 118 Bothell, WA 98021 KNOWN E:2?.19855 CITY. OF TL kWILA PLANNING DEPT_ Dear Pat: Per your request of April 17, 1986, we have reviewed your proposed alternate floor framing. You may substitute six (6) laminated 2x 10's for the 2 6x8 beams shown on floor framing plans between gridlines 4 and 5. Between gridlines 13 and 14, the 6x8 beams and column may be eliminated provided: 1) 5 laminated 2x 10's spanning the guest room entry recesses are installed, and 2) 2x 10 joists running North and South (spanning 12'6" between 5 2x 10 beams and guest room wal Is) are placed 8" on center or doubled at 16" on center. Sincerely, V✓V Michael Knisely MK:dsm CC: Tom Hill, City of Tukwila EN � CC ING P.O-BOX 458, BOTHELL, WA. 98040 JOB FOR: GARRITY CONSTRUCTION CO. NENDEL'S MOTOR INN-TUKWILA, WASHINGTON RE:. DETAIL FOR INTERIOR NON-BEARING PARTITION.WALL. (2x4) -1650f MSR BOTTOM CHORD. 1/2" MIN. GAP zA 10592 Q Aga_lJIs76a�O `.2yad NAILS -ONE TO EACH SIDE OF BOTTOM CHORD (2x4) NON-BEARING INTERIOR PARTITION WALL 85CEIVE CITY OF TUKWILA APR 1986 1BUILVING DEM' 6013 -234TH ST., WOODINVILLE, WASHINGTON 98072 (206)487-3371 6'-2Y' STUB $$$ MINIMUM 2x6 42 HEM -FIR WEBS $SS a [C -7x9.41 -CANT. ONLY C -1.5x2.6 C -3x7.7 C -3x7.7 C -3x7.7 C-3X11.9/rt L-c.=w. [C -3x61 [C -3x7.71 ALT_ 6'-5V CANT. L C -1.5x2.6 C -2.5x4.3 C -3x7'7 (5 O C -1.5x2.6 j 12' 4'-0" STUB (SEE BELOW FOR CONTINUATION) 3x9.4 • 26'-SY' MAXIMUM TO C -2.5x6 C -3x9.4 C -3x7.7 C -1.5x2.6 C -1.5x2.6 ,.. 5x2.6 C -3x11.9 IIiC-3x11.9 x I' Iitfr -215" 4'-1 3/4" CANT - (TWO EQ. AT T.C.) FILE NO.: CFR -2/28-.5-43 DATE: 2/26/86 R-4/9/86 REF: UBC -15 DES. BY: its SEO.: W- C -2.5x6 C -2.5x4.3 I C -3x7.7 "CN18" ( C -2.5x4.3 3x13.6 :tle (SPL) 12 .9.1 AA .5 1- C- 3x6(SPL) C -4x6 C -2.5x6 C -3x6 C -1.5x2.6 ,e 10 l 20592 cis C -2.56 C-36 C -4x9.4 ** 70 AL -NON-BEARING E C -2.5x2.6 QUAL PANELS AT BOTTOM CHORD) AL2' -0" 30'-815" MAXIMUM SPAN L CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SI7F I 24nn F I 225n F 1 2100 F 1 195n F 1 1 HM F 1 1 RSn F 1 145(1 F I SS nF I S1 nF I #2 r)F I fiS HF I B1 HF WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. UNLESS NOTED ON DESIGN Tauaa siva J.- a_56. General Notes. unless otherwise noted: LOAD DURATIONINCREASE - 1.15 1. Design to support loads as shown. All lateral force resisting Z.CED 2".a- °'c elements such as temporary and permanent bracing to be LOADING designed and provided by others. LL tx oN MOTTO" DL °L °N TOA 0404° - 35.5 POP GOND . a.a POP 2. Design assumes the to and bottom chords to be laterally g P laterally TCTAL LOM . •3. • POP braced at T- 0' ac. and at 12'- 0" o.c. respectively. T 1. iii i 14 e� is 3. For recommended bracing details. see "Bracing Wood Trusses. (SEE BELOW FOR T a. axa a t• 17" Y at -0431 BWT - 76- by the Truss Plate Institute. CONTINUATION) i " - ai i 4- 52" Y M -u � 4.0X3) continuous lateral web bracing where shown .. T s. -"a" a s- 49" Y S. 1704" 5. Impact bridging or lateral bracing recommended where T a. -5132 a a- 3&39 Y c- -iN T 7- -""22 • 7- aM7 Y 7- -1043• shown ♦+(2x4) T M -2967 a S. e Y a. a"• 6. Installation of truss is the responsibility of the respective T 9. -104"9 Ys. -439 T.O.-IDN Wis.-117 contractor. Y11- =6 7. Design assumes trusses are to be used in a non -corrosive Ylz- -6904 Y13. 756 environment and are fw" dry condition- of use. Y14- -11"04 8. Design assumes full bearing at all supports shown. Shim or U15- 1191 ..-r"1a wedge if necessary. U17- -133 9. Design assumes adequate drainage is provided. Yl a. 1569 Y19- -12a0 10. Plates shall be located on both faces of truss and placed so xrNr • a•- •.a• their center lines coincide with joint center lines. LK" - iw M304T - 1217 1 L Digits indicate size of plate in inches. 12. For basic design values of the Computrus Plate. indicated by ALTtA"1ATE COND.: (DOUBLE MEMBER TRll55 AS the prefix "C', see I.C.B.O. RR. »4211 SHOWN -SEE TRUSS LAYOUT) 13. The Computrus Net Section Plate is indicated by the prefix -CN-. the designator (18) indicates 18 ga. material is used. All others are 20 ga. TWO COMPLETE TRUSSES REQUIRED. JOIN WITH 16d NAILS STAGGERED AT OTOGETHER 9"o.c. THROUGHOUT TOP CHORD, BOTTOM ** ALTERNATE CANTILEVER BEARING ** CHORD AND WEB MEMBERS. C -2.5x4.3 I C -3x7.7 "CN18" ( C -2.5x4.3 3x13.6 :tle (SPL) 12 .9.1 AA .5 1- C- 3x6(SPL) C -4x6 C -2.5x6 C -3x6 C -1.5x2.6 ,e 10 l 20592 cis C -2.56 C-36 C -4x9.4 ** 70 AL -NON-BEARING E C -2.5x2.6 QUAL PANELS AT BOTTOM CHORD) AL2' -0" 30'-815" MAXIMUM SPAN L CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SI7F I 24nn F I 225n F 1 2100 F 1 195n F 1 1 HM F 1 1 RSn F 1 145(1 F I SS nF I S1 nF I #2 r)F I fiS HF I B1 HF WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. UNLESS NOTED ON DESIGN King County Executive TIM HILL Department of Public Works Donald J. LaBelle, Director January 13, 1986 Herman Huggins Northwest Regional Office Department of Ecology 4350 150th Ave. N.E. Redmond, WA 98052 gawn FEB 10 1986 TY OF TUKWIL RE: State Flood Control Zone Application #2-1489-'TUKWILA,:NENDELS':# Dear Mr. Huggins: "CA We are enclosing a State Flood Control Zone Application and plans submitted .to this office by Nendels Motor Inn for construction of a storm drainage outfall and levee improvements in Section 24, Township 23 North, Range 4 East, W.M. We have reviewed the application and determined that this project is satisfactory. The applicant has been advised that under the auspices of the Green River Management Agreement, King County and the Cities of Renton, Tukwila, Rent, and Auburn are currently preparing a plan for improving the Green River Levee System. Additional levee improvements may be required on this property at a future time. We therefore recommend approval of this permit. If you have any questions, please contact Doug Chin of this office at 344-2619. Sincerely, Dave G. Clark, Manager River and Water Resource Section Surface Water Management Division DGC:DMC:per Enclosures cc: Byron Sneva, Director Public Works Department City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Doug Chin, Engineer, SWM Ted Dahl Nendels Motor Inn P. 0. Box 5044 Everett, WA 98206 NOT D.O.E. FLOOD ZONE CONTROL. PERMIT tt00"County Adm4govaWn lu8dit sw Fourth Avenue Seattle; Washittpon 98104 (208)344.2317 The Cheney/Page Architects 303 Vera Street, Mount Vernon, WA 98273 Telephone (208) 336.5771 DeccmL-er- -:i', 1 Ms. Moira Bradshaw Assistant Planner City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 92188 RE: Nendel's Tukwila Dear Ms. Bradshaw: Enclosed please find two prints of the revised Landscaping Pl an,...arid revised Site Plan for the above project. Also, enclosed is a revised East Elevation of the,Motor In'n .showi rig ' potential development of the wall that the future RestauranCwiI :. actually butt up against. Revisions made to the Landscaping Plan have rectified the inconsistencies we previously discussed by phone, as haye.the revisions on the Site Plan. The following items hAve,been addressed: 1 . Prox i rn i ty of the dr iveway en trance road to the.. ord i nary._- i gh. water tine has been .identified as 40 foot minimum': 2. 'Trees have been removed from park-ing col umns. and p 1 aced in between parking stalls. - - 3. Directional arrows for driveway have been ch+ange,d to' one way, primarily to avoid congestion at the existing cottonwood tree.' 4. Loading area under the entrance canopy -is i dent i f i e,d for Motel. 5. Future property lines of undeveloped parte l', has been removed. 6. Development of space where the construction of`the future• Restaurant and future Office Building has interim landscaping plan identified. In regard to the other items of concern,. we have the .following comments: Revised. parking requirements of your letter of December 26 are noted. The plans show parking provided far in excess of the requ i reme,n ts,. namely 212 standard stat 1 s, plus handicapped 'and compact sta-1 Is-, for a total of 303 stal IS. 'The elevation of the Motel submitted with the'buiIding peH^ it application clearly show areas of cedar siding and plywood T-1II siding. All areas of cedar siding are shown with horizontal cross hatching, and all areas of T-111 plywood siding are shown without ILA City of Tukwila ° 6200 Souftenter Boulevard Tukwila on 98188 433-1800 1906 . Gary L VanDusen, Mayor December 27, 1985 John Cheney 303 Vera Street Mt. Ver on., 4A----98213 e: Nendels Motor I 1an Review Dear Mr. Cheney: The parking on the site plan was revised to allow an area on either side of the internal island for landscape trees, which would eliminate a total of four (4) compact stalls. Additional landscaping was shown in and along the CMU container and wall on the east side. All plans will be required to be completed as shown on plans prior to the issuance of a certificate of occupancy for the building. If you should have any questions please.call me at 433-1848. Sincerely, Moira C. Bradshaw Assistant Planner cc: Planning Director Building Official Ted Dahl File As (CHENEY1) (1B) —NO U) 4 -MO i"Y U-xz-v� L�Ado�tut4 �K lo/:2 .. Q atitA 1In V— (0 CILA 40, .(CIL1`0, CN MPSf F.R' 1/40_ I ! O" T TRASH 1L 4LOSCML VJA2P P i� �.iF�►.l AS R�-R I D AI , 12 T 'D'W I rte. VAMP I . 12 RSr 51MP5G41 04V 44 m tCcRuq� w/ O " I bxCo fi.Iktm 4 414"x14'x O • , �ODt1 �.1G r (A= 1100 Z x (, eAVAtC COW f1:r>J�,l µ100D s�oi►JG �\ `1 ;`� 14 4 P: W-1/85 -nzAs44 Of-WEL's lAOT09 109 T LIKW 1 LA WA. -rk CHEI ICY/PAAL W.04rT 1 #OJO VEP404 WA. 98273 305 VERA ST: Zo6- S34-5771 Job u0. 595 s CITY OF TUK ILA Un t ro I No. �s 60 A671745 f Central Permit System Permit No. % 3-10 FINAL APPROVAL FORM TO: ❑ Building X' Planning Project Name Type of Permit(s) ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/ Recreation This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOTapproved by this de ar ent; the following corrections are necessary: Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 Locations: OREGON Beaverton Corvallis Medford Portland Portland Airport Troutdale Wilsonville WASHINGTON Clarkston Everett Kennewick Richland Seattle/ (Sea -Tac) Airport Seattle/ South -Center Tacoma Port of .Tacoma NEVADA Reno/ Sparks IDAHO Boise UTAH Salt Lake City MOTOR INN Seattle/South-Center 15900 West Valley Road, Tukwila, Washington 98188 (206) 226-1812 June 20,1986 City Of Tukwila: Following items to be completed within two weeks: 1. Site plan as built 2. Directional arrows in parking lot 3. Compact parking identified 4. Additional parking per approved plan 5. Combustion air duct and vents to be installed in equipment room per UMC 1982 V r/f ,�s-4,&,'V,rch:.W,;� 6. Water closets to be insalled in Maids Rooms 7. Hand rail to be installed on ramp west end 8. Exits to be completed 9. Canopies to be dealt with ape`- S'r9� L''oa Jkc. ILA City of Tukwila b. 6200 Southcenter Boulevard p Tukwia WasltirVon 98188 ? 433-1800 • tonA • Gary L VanDusen, Mayor December 26, 1985 Mr. Cheney Cheney Architects 303 Vera Street Mount Vernon, WA 98273 Dear Mr. Cheney: The proposed phasing of Nendels was presented to the Board of Architectural Review at their December 19, 1985, meeting. The Board made a motion to allow the staff review and approval of an interim east elevation and landscape plans. Although we realize that you hope to submit plans for the restaurant in the near future, the City must consider all possible scenarios. In order to approve the current building permit, we must have an east elevation that would be acceptable should lthe restaurant not be built. The landscape plan must conform with your proposal. Prior to formal approval by the Planning Department of phase one of the project, we will require a revised landscape plan that addresses the area where the future restaurant is proposed. In addition, the plan needs to be updated to coincide with the most recent plan. Please note on your site plan that all improvements will be a minimum of forty feet from the mean high water mark. The northeast lot lines need to be eliminated on all plans. Revised parking requirements show: Hotel 151 stalls required Office 2 stalls required Conference area 90 stalls required 243 total parking stalls required 171 stalls must be standard size Please briefly describe where cedar siding and where T-141 are each pro- posed to be used. Will there be any roof top mechanical equipment and if so, how do you pro- posed to screen them? Is any screening proposed for the air conditioning window units on the first floor? Should have details or elevations of landscaping, if it is to be used for screen. Mr.._Cheney Cheney Architects December 26, 1985 Page 2 An interim loading space should be identified. Aisle widths that are .less than the minimum standards-required will...need.:to be identified as one way. Trees are shown on the interior landscape islands which will preclude overhang on some of the stalls. I hope this list facilitates the plan revisions for Nendels. If.you have any concerns regarding these items, please don'thesitate to..ca1T. (433-1848). I Took forward to reviewing the revised plans. We hope to keep the developer as close to schedule as possible. Sincerely, Moira Carr Bradshaw Assistant Planner /ks cc: Planning Director Building Official Mayon Ted .'Dahl FA l e, (NENDELSI) 1 Mahan&Smithjnc, CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 6248150 (206) 6244488 December 20, 1985 so))) The Cheney Architects 303 Vera Street Mount Vernon, Washington 98273 Regarding: Plan Review 85-T-18 (Nendel's) ,Dear John Cheney, We have received a letter dealing with the floor ceiling assembly. This satisfies our ordinance comment #1 of our December 2 letter. The drawings we are sending the City do not, however, have the corrections on them. Information on exit signs and OTTV calculations may be submitted at a later time per Tom Hill. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Tom,:Hill City of Tukwila i 16, /0(m) Alovol t; � , /?�t��77ivc- _ ..... ._.._ ....._ _ .. 357 20 11<1g Is 00 00 Vii... ... _..._. fj� . j� y. j .... ... .� .. .�..^ jf ... ..... .�I/'��'., �..... r•�l�fl ��I\�`��t, V �j r�Y/ tri �r��l �.I "' ".' +Y _�� .. .... .. .. ... .. r . i� 4.. - - December 18, 1985 Bridget Smith I Mahan & Smith PI 1411 4th Ave., Suite 830 Seattle, Wa 98101 Re: Nendel'sTukwila Dear Bridget: ~- I am sorry not to respond sooner in writing, as I did not understand the necessity for it. With respect to your last Plan.Check letter of December 2, we concur with the use of 5/8" Type X sheet rock for floor ceiling and roof ceiling assemblies in the project. By this letter of amendment, which is being forwarded to the General Contractor and the Owner, we are revising the drawings to require 5/8" Fire Code wherever 1/2" Fire Code is presently noted or identified. S*Vicerely, Jffn C. Cheney, A.I.A./ JCC:dmo cc: a't`om Hill, Building Official Pat Garrity, Contractor Ted Dahl, Owner 59518125 John Cheney 303 Vera Street Mt. Vernon, WA 98273 Re: Nendels Motor Inn Plan Review Dear Mr. Cheney: Additional information is required to complete your plan review as follows: 1. What is the ten foot easement for on the west side of the site? 2. Minimum aisle width along the north drive is 25 feet. 3. Need a complete east elevation. 4. Occupancy load of lecture hall is 81. Parking required is 21. Meeting rooms occupancy load total is 203. Parking required is 51. Total for Conference areas 72 Total for Hotel 151 Total 223 5. Loading space needs to be identified 6. Where is the detail of trash enclosure? 7. Landscape plan is required. If you should have any questions regarding these items please call me at 433-1848. Sincerely, Moira C. Bradshaw Assistant Planner cc: Planning Director File As (1B/CHENEY) The Cheney/Page Architects 303 Vera Street, Mount Vernon, WA 98273 Telephone (206) 336.5771 December 5, 1985 loi ra Bradshavi DEC Planning Department Cil",'. L.r 'Tt�;•.v►)LA . City of, Tbkwi 1 a pLr•�'PJlt�G QEPT. 6200.Southcenter 81vd. - �-- Tukwi'l a, l•JA 98188 Re: Plan Check Comments dated 11-28-85 Dear 14s. Bradshaw 1. The ten.foot "easement" is a parcel of property retained,by Helen Nelson rathe,r than an easement.. 2. Minimum,aisle width has been increased to 25 feet and parking stall quantity adjusted accordingly. 3. Resolved. 4. Refer.to Revision Drawing Three attached, for east elevation. This elevation applies until the construction, of the adjacent restaurant. 5. Fixed the tables with knee space establishes a seati ng capacity of 60 for the: Lecture' Hal I as shown i n attached revision drawing too. Size ofcenter portion` Qt1 of.14eeting,Room has been reduced to concur with: occupant road of 49 persons and exiting pattern. per revised drawing sheet 6 attached 6. Loading space is in futurA driveway on south side of restaurant and will be shown in better detail when ? the rest of the plans are submitted. 7. Details of trash enclosure are attached on Revision Drawing One. 8. Landscape plan was 'submitted sometime ago and reviewed by Board of Architectural Review. This landscaping plan'was.not attached to the:pl.ans submitted for the building permit, but I believe,a number of copies of it have -been previously submitted. . to the City. if �,1e can supply any additional copies, please let us know. I , The Cheney/Page Architects 303 Vera Street, Mount Vernon, WA 98273 Telephone (206) 336.5771 December 5, 1985 loi ra Bradshavi DEC Planning Department Cil",'. L.r 'Tt�;•.v►)LA . City of, Tbkwi 1 a pLr•�'PJlt�G QEPT. 6200.Southcenter 81vd. - �-- Tukwi'l a, l•JA 98188 Re: Plan Check Comments dated 11-28-85 Dear 14s. Bradshaw 1. The ten.foot "easement" is a parcel of property retained,by Helen Nelson rathe,r than an easement.. 2. Minimum,aisle width has been increased to 25 feet and parking stall quantity adjusted accordingly. 3. Resolved. 4. Refer.to Revision Drawing Three attached, for east elevation. This elevation applies until the construction, of the adjacent restaurant. 5. Fixed the tables with knee space establishes a seati ng capacity of 60 for the: Lecture' Hal I as shown i n attached revision drawing too. Size ofcenter portion` Qt1 of.14eeting,Room has been reduced to concur with: occupant road of 49 persons and exiting pattern. per revised drawing sheet 6 attached 6. Loading space is in futurA driveway on south side of restaurant and will be shown in better detail when ? the rest of the plans are submitted. 7. Details of trash enclosure are attached on Revision Drawing One. 8. Landscape plan was 'submitted sometime ago and reviewed by Board of Architectural Review. This landscaping plan'was.not attached to the:pl.ans submitted for the building permit, but I believe,a number of copies of it have -been previously submitted. . to the City. if �,1e can supply any additional copies, please let us know. Y bel i eve t h i s " resol ves AT 1, of..:'the poi nts raised. ' .. Thank:you.,very'mudh for y9ur.conti:n6e,d assistance. Sinc'erel Y oh C... Cheney.., .I.A• CC dmo: Attachments" R - 1 R - 2' R _ 3 Site . P.1 an :( 12-4 85:) Fi.00r.Plan at Conference.Are,a (12 4.85) cc: Tom, 111 11 Ted Dahl Pat Garri tiy' 595. 05125 :. • I IaF'C 1J8'S .� P1 ANNINC 'aEPT. " t b. 1. r 1 Mahan&Smith,lnc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 December 2, 1985 so):)) The Cheney Architects 303 Vera Street Mount Vernon, Washington 98273 Regarding: Plan Review 85-T-18 (Nendel's) Dear John Cheney, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. All our comments have been answered satisfactorily. Ordinance 1. The proposed floor ceiling assembly does not match information sent 11-22 when referring to the Uniform Building Code or the UL Manual. 2. Electrical plans have not been submitted at this time for information on exit signs. Regulations for Barrier Free Facilities 1. All comments have been answered satisfactorily. • �le�ro�z� �or�e�i�l OX. -rcz�-;AJ fi�7— IeV, c�J IW --- .6 /,tom o- S.re? �E 4 N1AJ11tW6f C�) Cvrf� ib T/ -// PUJD S/D/rt/I F 9 Me -E, -b A e;,�5e-7- 62-YZVWWOXV- 0 J 0 Z11','SD(All�, /-V , Z5g!5;- 106XI7,2.1�--29 The Cheney/Page Architects 303 Vera Street, Mount Vernon, WA 98273 Telephone (206) 336.5771 November 22, 198 RECE� CITY OF I*UKWILA Ms. Bridget Smith,i i {. 1985 Mahan & Smith, Inc. 1411 Fourth Avenue Bldg. EJUIUDING ISI Seattle WA 9B101 Re: Plan Review 85-T-18 (Nendel's) Dear Bridget: We are hereby returning two revised sets of plans for the above named project, on which we have shown revisions and corrections in compliance with your'plan check letter of November 13, 1985 with the following exceptions: Ordinance Item 3 - electrical plans will be submitted by the general contractor; Washington State Energy Code Item 1- OTT calculations will be submitted by a.general contractor. You will also note some additional revisions not connected to your plan check, which have occurred at the request of the Owner and Motel' Operator., Certain.minor changes to the arrangements of Guest Room suites involving design of executive bathrooms are shown, and we have -shown -the Main Floor area of the Meeting Room portion of the building lowered about three feet to coincide with the floor elevation of the Motel Lobby. This has resulted in the elimination of the ramp between the Motel Lobby -and the Meeting Rooms and the consequent lengthening of the stairway connecting the Meeting Room area with the mezzanine area above the Motel Lobby. However, this change has not resulted in increasing the areas of any of the assembly areas or to the exiting patterns; and no significant change to the structure, either gravity loads or seismic, has resulted. Tile most noticeable change has been to reverse the seating. direction in the .Theater. Finally, we have added information regarding the location of fire hose cabinets and fire extinguishers, as suggested by the.Tukwila Fire Marshall. I bel i eve al l of the above changes bring us current with the items in. your plan check, items suggested by the City of Tuktirila, and the min.or.design.changes. suggested by our client. As be'fore,.I would appreciate the earliest possible response to these items. Also enclosed please find a USG floor/ceiling assembly showing: one hour rating:with 1/2" sheetrock. Thank.'you very much for.your assistance. sincerely. DA C. [L6Ceilin Assemblies ][6B DRYWALL SURFACES Va" SHEETROCK FIRECODE ­`2panel celling-1" nowd sub A Iln Ilr-2.10 wd Joist m 16"o.c.—pansts att with Sd com cid Halls 6"o.e.—Joints fin—UL Des L5121ll—NBS•77 P. 71((8) �� — -- Table 43•C CODE BODY CONSTRUCTION DETAIL & DESCRIPTION STC UN FORM B D CES CODEE STATE FIRE MARSHAL CITY OF A NGEL CITY OF SAN FRANC SCO 1 HOUR Rated Ceiling Assemblies MINERAL FIBER SURFACES Double wood floor—TRUS•JOIST—USO THEW N/A 1939 • MAFIBER Mineral Wool Blankets-518"x24"x24" 46' 35• 1602 22047 TO 30"x60" USO AUR ATONE FIRECODE Panels --s----• •-: •:.ter-,. _. ; � ... ,.,, ACOUSTONE 120 foil backed %"x12"x12" A 26" 12"x24" ocoust clg the on Concealed Accessible �l Orld 8 st—elp Interrupted- 411ght flat prof by 116" E THERMAFIBER min wool bd-2K" Cone dock on rlblalh over bar foist N/A 1939 _:7.7 • clg. t.1.2 Not** DRYWALL SURFACES Va" SHEETROCK FIRECODE ­`2panel celling-1" nowd sub A Iln Ilr-2.10 wd Joist m 16"o.c.—pansts att with Sd com cid Halls 6"o.e.—Joints fin—UL Des L5121ll—NBS•77 P. 71((8) 36 Table 43•C UBC 22047 $18" SHEETROCK FIRECODE gypsum panel celling-1" nom wd sub A fin Ilr-2x10 wd Joist 16"o.c.—panels all with 6d nails 6"o.c.—Joints fin—UL DesL501(I)—(1)CK•6412.7(s)—(2)CK• 6412.6(8) ' 44 ot. Cwpe11140 o:. Pad Atop Flooring 38(1) 39(2)• LIC 32(1) 56(2)' Table 43•C UBC Table 43•C 19111.11.1 clg, wt.3� th" SHEETROCK FIRECODE "C" gypsum panel colling-1S" plywd & M" MASTICAL underlay msnl co npd over sublir-200 wdolst 18"o.c. —panels sit with 5d com cid nails 6�'o.c.—Jolnls fin—UL Des 1.512(1)—BBN•671007 6 6710011(s) Mastieal 46' 35• 1602 22047 68 `2' 70 71 72 Gary VanDusen City of Tukwila I Mayor Fire Department Hubert H. Crawley Fire Chief November•. 14, 1986 Building official City of TuItW11,1 Control #135•-226 I? b: N(Jnde:.l is Motor 1111 - 1.,;H0.1 N'real �',t.l.lr.;y Iti};hway Uear Sir: The att,auhed ;yr,?L of bn.i 1.41 i ng, I, ll,nec hour, t, c,c;tt r•c:v iowed by The Fine T'rr vet, i.i.oti 13ut au curl ;.tt•c tti-:c oliLctl., 1 c:r with Lhe following concerns: 1. Tile IoL.nJ number c.,F J'i.rr:: r�xL.it,t;,tislior c 1•r-qu:ired foot your es tau].isillltr-Ill is c.:crlr:ul.jled at 011V extius;'uislier For (:such 30(7(1 scl. 3't. oi' .,rc:;,. T11e (axLi.11l;ui.11L.I- should be of the "All Purpose" (`:.'A, JO H: C) dry c::hr:!11i i.c:al tyl.,(=. Travel dais tn[Ico to ally f i. ro e:; t ii:ti,t.isltc;r• 111u -it LW 75' <,r less. (NEPA 10, :3•-1.. 1 and IIFC 10.301.b Isxl.iut;u.i:,be•rs,hill.l Ili,i.nstt,.l.lo;l .c.,n. tl►o hangtrs..r.)r in. tlio brackc l.s stjppjir:�eJ, m()untr!rl ill cabinoi-s, or set un :.ho l vos (NEPA 1 0 , .1 -•(.i. (;) , and ,,111.1.1-1. be i ns tal le -d so that the top of t -fie o.NL.irrguishc•r• is not: more than' 5 ft. nbovo thQ fl.00,'. (NIPPA 1.01 Ext. inguish(::r•s s11;il J. Ili. brat ed 'so tas to 1)e in pla.iII v:Lr:w (if It 11:1 1 1)ossil,lu), or i f' uol. ill lilltin view, they shall, be identil'ic:(1 tvitt, a slgu stt,ting, "Fire. PxI.i11guis11er", w.i1.11 .►n .,r•row poi.111.1li to t:he unit. (NEPA 10, 1-(:;.::) :.'. Ex.i.l. It,Irdtvurr, ;.,nrlmt,rltinr; must mr�(:l .Ilie r•cac:ittirourr;uts of Un i form F rra Code Svu t. i osis 1'2 . 104 8: 1 :. 114. Ex.L t: doors slit, I l br: ol)rrr,t,b.l r from. I I,i.dn. w.i. 1.Ittrttl- the use of a koy or• ;Illy spec. ia]. I(Ilowledge or effort. ( LI FC 12. 10 111) ) ;. Et:i is shall. bc! t L ! cnn i lin I od a 11uY t. irne Lho buil(lillg is occupied. An emerl;eur..,,N' t;y;;tr:m :�Ital1 :L1iLotnatic:r:Illy Provide exit illuminnt.aon u[,�>n P.a.i l,ir r.r r:; I' 11iF n,u.in 1,(,wcsr, supl>1_y, (1JFC 12. 11L3a) (corridut s, r tiJ t, t,tuiI-ways, mc�rsting rounts, .lobby and corri'r,r c nc �, 4. Au nut.onrul' i l it r.� c-rxl i111;uis11i11 la. tai i..uhlr:t j system i.s City of Tukwila Fire Department, 444 Andover Park East, Tukwila, WalliNnoon 96188 .(708) 575-4404 Fire department I'i.it a Iru1111,C1' :; Hubert H. Crawley Fire Chief I'ot.(u.it'e!el illtll Is I.,Il.1 1,o des il;u,`tl, iuf,stll.11ccl U1'iu,cl Lcslceel, (Cit.y t.liutillc:c• #11q] ? 1, c.>('.'il.l. I11, (•illi l' 1'i1 1 ':i l it l..l t)II �i l` I't'l't`(.(lll t' Un - 0 , n -ii. llOSL-•J'.l sln�c mug, 1. I, t` sul,us.i L t�:d Lc, Lhe! I' i t e Mslr »slil►.l 1'c,r' islsl+l s� i►1. til• i r)r to i.Ils t11:11tlt1.oil ) ( G1 t Ut•d Lmlrlc'c` 1 I'I I i I; f'.i t t` Itvcl l•tt1) l m t l•c•.•,i sl.i I c.!rl its c; i [. 0I'd 1.ut111t i� #721-!. V %iiS�l+r•�;i �,�14iH ��'#t.�t4if,ls=i llil'Is�jUc•�;4.;y! f,t�c:`titi�•�tSt�;;':t't.1;i�"�.��ul�l`j1 sp1'iulclt>I sial, ul J,i,l ;;ll;y NI''I'A L 10a 11-vt: t;UUI'd ,c,!:tr.. t l c:ul l,a urt.` I t ,.ltt t rccf ar•aul1d tl 11 tii►»'� 111 l?t Ul';,, t!1 l't.•l. 1' I t';l I I fill►k; I tS 1''111 •`7 r, 1•.111 I1 I t`1` 1'il.l. vos i111 CI IlYill'11111.»s. Post:; tlucl c ur I, ; ;II a "t c; 1, t: (;uirlCcAcl �'t:!Llaty, [f;i (,y01 tl,l 111 c- #` 129 }3' Five ltlllc:` tit!»;.1 Will 1. I ml 1','til! t t'c`tl .t,(.I' (; 1..1:1' OI'tl.lt1i111r`,t' #.1 l .I O r. l ll;' I ucl iuc c!( I)oIUlil iTI tc�ctllilc�tl 1't)1 nl,sinl I'tis.itil;.is, (,Iiicc�`c,I tlssc�►n1,lY. Ali a1) p1:it:sll,io1 is cut lc,at!il. 111'C; .�1, IUI ) (C. c,ltl't::rt:!uc:�` ttt'c•sltil 10. Any t•40111 lith Llly;' Ill i,r t'lli�llil C I U' (,i1r:I <> I' nlc,I't, t Iltlll ;i Wllt� ' 1''1xc:d SViI [S U1'c'. llal: i tl ; lil l) t'clt.1e . c.lSr0uIII , i1ssc,III l,.ly t,t olril ,h'I11c lc ,.is use i'c,r imi till but , »,sill 1 11 i1vt• llii� (.:L1r,uc:i1:Y C, 1' t11E: 1..00ill11) l,t)t;ltt(1 Ill tl` l!t>l1;i(.)1(JllUl1S I,1 ftC:@ C)Ir il[1 h]']► lu,l »si �l't1 ltailt' l lit! u1u in t`�•: i l ['I c,in.. t llo. I.100111 l llf'C 1:1 : ('Arlie 11tl1 c}wclrc. i;9 I'c),. doovs 1,er U. r. C'. ,r lu it c`tl nrl n l 1 ll.tsc!ull, I Y nt r•il .c`x i I: �.�,.1.U1.i. 12. All inl.c�ric,t` lvsll l uulvr'illl; ntiilt`('i�l� f i.re-•rc��sa;<'ct i vc c,r slcll l 1 s .11.1..1 t1S t l)C l 1't'i1l.E!t) 1.11 u rc�:uit, an it f'lltrnc` 60 ('irc-t'c!»,i:sf]Vo s0 Ae »'�I�t't!ilcl N1� ncl ix V1 -C 1:111,1 c.!a r �, 'I �Il,-i lrt( ues rcarlu.it'ec! hy. lII G' l..A tlr►tI R1:.li.; ,1 c E'1 l i. J'ir.;aLr.� -ai': L 11 1' l uule. a[71•r:ild rrt 1. i ctt{ i »i I'c!cl lr i. rc!cl .l' c, I, t!. cit` l .i vcrc�cl t.o Tultwi-1a l .it c Uc:l,tlri:lut:`n.[:. 404I o hr� Clty.of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington galas (2013) 5754404 Gary VanDusen City of Tukwila I. Mayor Fire Depyprt , e I Hubert H. Crawley Fire Chief A Hi A.l;tt m iy I c:m .i:; r•nyii ii curl (,ol' [f. F ,C. lU. J07. 14. A11 ]1clt•Lt,i1:: nit ial.l :;u, 1'c�rcr rt r: r:c,ss ru;acls shall hc i.I)Si:t.t I. 10d I'll tt(.l 111;ic1e . ;,cit � i rc icl, I c•., pV. i.nI.• . l c> ,ctittl clitt•:1il t11c� L:imF: t.1 1' c o III s t r Li t:; t 1 0'11 . c:i►t.1u:i1., 1)1.1. ;t 1.lcrgil,l�� nt;ttltc�cl tc, 1 l t cl i. c: a t c 1 t ", p u j� c., �; c l. ! K F: !' l 10— A.1 1U A.I I. t! I oc I. 1- i c;t.l. w.t I•.i t,}; t ., I;, c,c:l od I,y Lhr! ;i L;tLc- l:ltl•ic1.11 11tb�1,c:c'Lc.,,', 44'::,:,,li.tlig. Ioil `+I:,Lc fl c. „ti It c. l ntlus t l• i.c:5. ', (tic: l uc.l i. I) , ,c t , 'l a Ott t .ca f'. L,.tl:,c.,r A.,c I. I _ u.i L 1`r, t I' i I c :t I +c t u,.:;,y;; 1 7 . 1'r,Llr s I I. c•t ;.,c.Irll c ,,; ntu.. i. Li c. c. c>us1) i c 1.01 u s.1 1)O's I.IIv b,.tIIdi.nf;' t►I'trl :;I,:t,l I`I,� t,l;;it,1.5 � is;iI,lc� ttttc.( 1c.�1;1U1c� Lt r,n► I ltc� st., cic:i . NUINk:r•-1, wlt;:� l i' .� t,it i t ;,;: t til,lt L,It�. i ► b,nckgrc,uucl. t 11110 1t1. 2,U},) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433.18M ion A ' Gary L VanDusen, Mayor November 13, 1985 TO: Ted Oahl Pat Garrity Nendels & Tukwila Associates 2230 Rucker Avenue Everett, Washington 98201 R. Michael Spano Kegel & Associates 9800 Evergreen Way Everett, Washington 98204 John Cheney, AIA 303 Vera Street Mt. Vernon, Washington 98213 Re. Tukwi 1 a , r.. .,. Proposed 5801 West Valley Highway - Site Plan No.'s 1, 2, 3 & d 'of 4: - Job No. 9581 Dear Sirs: The.Publ.ic Works Department has�,r.eviewed your,p.lan numbers 1, 2, 3 & 4 of 4 - Job #9581 and.approved,them.per the following comments: Prior to obtaining the permits indicated below,,approval' of the�Buflding. official and,Planning-Director shall be obtained. A developer's agreement shall be executed and signed, and appropriate funds provided for prior to the issuance of any permit with exception given only to concurrent appro- vals by the Planning Director and Building Official. (See: Curb cut/access/sidewalk permit and Channelization/striping/signalization in public right-of-way permit below.) Prior to beginning the work the contractor shall apply for and obtain the following permits: 1. Hauling:Permit (Perihit'Fee: 550 XQ) - $2,000 bond, certificate of insurance, and routing map to be provided with the application for this permit. Dahl/Garrity/Spans heney � November 13, 1985 Page 2 2.: Curb Cut/Access`/Sidewalk.Permit (Permit Fee: 25.00) - The sidewalk, curb and gutter, right turn lane, pavement extensions, associated storm drainage, utility relocations and striping/signing for these public improvements in SR -181 shall be built through WSOOT, at the development's expense. Prior to obtaining any permit authorizations through the Planning Director and<Building Official, a "developer's agreement" shall be executed and monies provided to the City by the Developer ($55,000.t). The construction of these public amenities is limited to the front footage of the entire property facing SR -181. The developer shall enter in to this agreement with the City as required by the Public Works Director. Also, an additional $16,000 will be provided to the City under the same agreement for the development's share of the proposed signalization/striping and signing at SR-181/South 158th Street. The developer's contractor shall contact WSDOT (Randy Muddsley) prior to construction of the development to verify the location/elevation of the gutter and sidewalk to assure the appropriate elevations of the private developments and improve- ments relative to these public amenities to be provided in the future. ".Zhannelization/Stri in /Si nalization;in.the,P.ublic Right of .Way Permit(Permit. Fee: .0 see curb cut/access/sidewalk permit above' he developer, sha enter..into a-"developer,s,agreement-- descr.ibed above with the City, as. required by. the.-.P..ubl.ic- Works Director to participate.f.inancially in the Construction of the new .signal at SR-181/158th-Street prior to.authorization,of:any per- mits through the Bu-ilding Official and/or Planning Director. The developer's equitable share for funding of the Signalization at SR-181/South 158th Street is $16,000. These monies shall be pro- vided prior to issuance of permits. 4.-: Sanitary Side Sewer Permit (Re ular.:Connection Charge: $170.00/per buil ing); - Special Connection Charges for the seweris waived by prior participation in LID #19. 5. .Private Sanitary Sewer Main Extension (Permit Fee: $25:001)_ - The developer has requested and provided documentation to back charge other developments in the future for this private system. It is recognized that this system shall remain private and permission by other developments and reimbursements is acceptable to the City. Requested is a schedule for back charge for the sanitary sewer system to specific benefitting properties as part of application for this permit. Prior work that allowed in construction of this private sanitary sewer main shall now be modified as necessary to bring the sani- tary sewer main to elevation allowed by the final flood zone control permits and other plan approvals, at this time. Dahl/Garrity/Spano/Cheney November 13, 1985 Page 3 6. Water. Meter Permits (Deposit fee $3,300 for each 3" inch.water meter - Due to the participation in the construction of public ma Tns by the City by the original ownership - Helen Nelson - Special Assessments for water are waived for this development.) - Two 3" water meters are provided through this development. City staff shall provide the water meter and service from the new water main to the meter box as part of their work. The City will charge on a time and material basis and credit or debit the developer from the deposit fee. 7.. .Fire Loop/Hydrant Permit (Permit Fee: $25.00:) - All fire lines shall be class 52 ductle iron pipe, installed in Class B bedding. This permit covers the new fire lines from the main to the sprinkler vault only, and is per the approved Fire Marshal plan (on file with the Planning Department) A standby charge will be placed on the development and will be recognized through monthly billing to the development after its installation. 8.. Public Water Main Extension (Permit Fee: $25.00) - This proposed public main shall be built to public standards and at the time of its completion shall be presented with the following turnover document to the City for consideration for turnover as a public main by the City Council: 1. Request for Turnover by the developer 2. "As -Built" Plans 3. List of Materials/Costs 4. Bill -of -Sale 5. Consent Agreement by Seattle Water Department for crossing of 60 -inch main in SR -181. All pipe to be placed in Class "B" Bedding. 9. ; Storm Drainage Permit (Permit Fee: $25.00) - Included in the application for this permit shall be the City and DOE's Flood Zone Control Permits. Dike requirements detail are shown in sheet 4 of 4 of the plan and shall be included in this permit review all out- fall and other storm drainage requirements shall be per King County's Surface Water Management Division (Inspections from King County are the sole coordination responsibility of the developer.) 10.Flood Zone Control Permit (Permit Fee: $50.00) - included in the application for this permit shall be°,,D0 '.s� Flood Zone',Contro'V Permit, fully executed by the developer. 11. Landsca a Irrigation Per (Permit Fee: $25.001 - If landscaping is required by the Planning Department or elected by the deve- loper, landscape irrigation plans shall be submitted (4 sets) to Public Works for review and approval prior to beginning any landscape irrigation work for this project. Mahan&Smith,lnc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 November 13, 1985 .1 John Cheney The Cheney Architects 303 Vet a Street Mount Vernon,.Washington 98273 Regarding: Plan Review, 85-T-18i(Nehdels) Dear John Cheney, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code. Our comments follow: Structural 1. Provide an engineer's stamp 2. 5-1/81k24"glu lam on Sheet 15 between Grids 3 & 4 is overstressed. Calculations don't match drawings. 3. '8-3/411x30" glu-lam on Sheet 18 is called out as 8-3/41101-1/2" in calculations. Clarify. 4. Clarify basement foundation plan at Grid 20. 5. With the concern about- hydrostatic pressure,.why is a water - stop not called out in wall/footing connection, Detail 1/3? 6. Basement slab calculations don't match drawings. Bottom mat of reinforcing appears to be missing. 7. Clarify note "tie slab to foundation with steel bars" on Detail 6/27. 8. Call out glu-lam between Grids 3 & 4 at the drive through roof. 9. Shear wall designation D which is called out in plan, is not called out on the shear wall schedule. 1. Swing occupancy separation door in direction of travel on second floor plan. Refer to Section 3304(b). 2. Floor/ceiling and roof assembly does not appear to be 1 hour rated. 3. Electrical plans with.exit sign locations have not been submitted at this time. n The Cheney/Page Architects 303 Vera Street, Mount Vernon, WA 98273 November 4, 1985 Ms. Bridget Smith Mahan a Smith. Inc. Consulting Engineers 1411 Fourth Avenue Bldg. Seattle, MA 98101 RE: Plan Review SS -T-18 Nendel•s Motor. Ion, Tukwila Dear Bridget: Telephone (206) 336.5771 Thank you for your very prompt and thorough plan check and your letter of November ls.t.,with comments. Our response to your comments is.contoined in. the•.r*Vised-..drowtogs enclosed, which may be substituted for the corresponding sheets originally given to you. In summary, our responses areas follows: Structural 1. Structural calculations are being sent to you directly from Structural Design Associates of..Lyalnwood. and:sheuld arrive Tuesday. Ordinance 1. .Hour -rated.. doors. relights and walls separating R-1 and -A-3 have. -been inserted on the first and second floors .al.ong. gridline. four. For. the pmrptos>e of this -separa4i •n., . we, -hove . as.s.umed, the Motel Lobby, to be part of the A.-3.-4Kcupancy. 2. Typical Mall.. Sections on Sheet .27 have. -►eem augmented with .the necessary .n oK�at.ion. regarding fire. -,resistant construction .aad gypsum wallboard types. Please'note that_al..l:. suspended acoustical tile.:ceiliags -or* mon-rated and..that .the rating .of the. floor/ceiling and ceiling/rool.assemb.lies.ls provided by the gypsum board above the acoustical ceiling. This eliminates concern for light fi>xture.penetrations, which do not occur through gypsum board. 3. Additional information is added to detail 2 on sheet 27-. 4.. An additional exit door. is provided by means of a new corridor for exiting from the combined meeting rooms. 5. Width now indicated on revised plans., Y �- C C; 6. Draft -stop notations have been added to sheet 27. 7. Illuminated exit sign locations will be submitted along with the electric) plans by the developer. 8. Roof slope is indicated on revised sheet 27. 9. Our calculation of the occupant load of the basement is as follows: Mechanical Room: 300 square fort per occupant. Pool Equipment and Elevator Machine Room: 300 square feet per occupant; equals 2.04 occupants Employees' room. Laundry and Offices at 100 square feet per occupant;.equais 7.96 occupants; for a total of 10.0 occupants. We understand that the interior stairway classifies as a private stairway with this occupant.load and this is why it has, been drawn at 30` width. We very deliberately held the area of the basement to this in order to effect this requirement. If you do not concur. please call me for further discussion. 10. Skylight detail is added. Regulations for Barrier Free Facilities 1. This information has been added to the revised pians: 2. Some as above. 3. Same as above. Washington State Energy Code 1. OTTV calculations will be submitted by the NVAC Contractor or Developer. Thank you for your prompt review of this submittal. Sinc r y. Jo C. Cheney, Jr:..A:I.A. JCC:dsm CC: Tom Hill Pat Garrity Ted Dahl CPA8SS9 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (208) 824.8150 (208) 824.4488 November 1, 1985 W:09) The Cheney Architects 303 Vera Street Mount Vernon, Washington 98273 RE: Plan Review 85-T-18' <(Nendel's)` :... To whom it may concern, R!II r7 .� f ijj I^'r' nnnn �f'��'il �I`t�.• V4 r..:1 P( AN�,T Drp* . We have received drawings on the proposed project and have reviewed them for compliance with Chapters 5 - 33 of the 1982 edition of the Uniform Building Code, Regulations for Barrier -Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. In order to do the structural portion of the plan check, we will need. a set of the structural calculations. Ordinance 1. The building code data calls for occupancy separation between R-1 and. A-3 as required. Where is the separation on the drawings? 2. Show the fire rating of floors and roof including penetrations such as lights. 3. Wall detail "2" is lacking the total written description to make it a 1 hour wall. 4. Meeting rooms 046 and 047 are in violation of 3303(c) when working as . a unit. 5. Provide width dimensions on basement exit stairs and stairs to the pool per Section 3306. 6. Call out location of draft stops and maximum dimensions per Section 2516 for floor areas as well as roof area. f The. Cheney/Page Architects 303 Vere'Street, Mount Vernon, WA 98273Telephone (208) 338.5771 October 18, 1985 Mr. Tom Hill, Building Official. City of Tukwila ,6200 Southcenter Boulevard Tukwila, WA 98188 RE: Nendei's Motor Inn Dear Tom: Enclosed please find one set of the plans for the project. We are. hand -delivering two additional setsto Mahan'b.Smith for plan checking. The plans include Architectural and Structural work only --Mechanical and Electrical work, including sprinkler systems, alarm systems, lighting, heating, and.ventilation.systeins are presently being designed by bidders and will.be submitted for approval when completed. Likewise, elevator and other equipment items will be submitted for: approval, where appropriate, when selection of subcontractor. is completed. If'you have any questions regarding any,items not included in the . Architectural package, we, will do ourbest to assistyou. Please. do .:., not hesitate. to call rtie with. any questions regarding any . of this, sub -14i ttal . 5i rtc ly, Jo C. Ch ney, A.I.A. C. Enclosure cc: hlahan b -Sini th Tel Dahl Pat .Garri.ty ILA City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 . 433 -IOW \1908 • Gary L VanDusen, Mayor October 15, 1985 T. E. Dahl Nendels Tukwila Associates 2230 Rucker Avenue Everett, WA 98201 Re: Shoreline Management Permit #N-590-14-1361 and 85 -35 -DR Dear Mr. Dahl: The City has extended the time period for commencing construction under the shorelines permit to January 1, 1987, pursuant to WAC 173.14.060(1). This should provide sufficient time to secure the required permit revision from the Department of Ecology, the necessary building and construction permits, and the completion of contracts. The conditions of the shorelines permit shall be: 1. Rip rap of dike along shoreline. 2. Geotechnical engineers providing inspection of site before and during construction. Please be aware that WAC 173.14.020(2) requires completion of the project by January 1, 1988 and you and your project will be subject to the con- ditions of the Shoreline Management Permit, Mitigated Determination of Significance (EPIC 286-85) and site, elevation and landscape plans as approved by the Board of Architectural Review. With reference to Board of Architechtural approval, the Board met on September 26, 1985 to review your proposal. The plans were approved sub- ject to the following amended conditions from the staff report: 1. Loading and service areas must comply with TMC 18.51 and 18.56. 2. Luminaire designs must conform to architect's rendering as sub- mitted to the Board at its meeting. Condition #3 was dropped from the staff report. If you have any questions, please feel free to call me at 433-1848. Sincerely,,O Moira Carr Bradshaw Assistant Planner As (NENDELS) (1B) cc: Planning Director Building Official Department of Ecology File' tf 67- ad --k) X_k • xp14000 A7 NA gl`1) N"00 "00 CL "w VV.x 0. cr V on-ov 3onlin000 1 v n gr CC W, • on (on (RU)U) vs i Sp •I ul r Vo —r4wo c V. NO a WA 01 16 1 Win A v.g_ 19 a4s i c is I -T 5i OW. N"00 "00 CL "w VV.x 0. cr V on-ov 3onlin000 1 v n gr CC W, • on (on (RU)U) vs i Sp •I ul r Vo —r4wo c V. NO a WA 01 16 1 Win A v.g_ 19 ., .�!a< _•.c: , �+';:5`"V. ,.%;�^3.':7}�",° .i:iti';-7a:,...,;.'A,S�`;,a'"�.;:h.�j"'r t:. .• _ a.,::t sControl No. ����'���' CITY OF TUK01/ILA Central Permit System Permit No. YZU- FINAL APPROVAL FORM TO: ❑ Building JZ Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/ Recreation Project Name Address Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: c) Authorized Signature Date This project is approved by t i hl Authorized Signature is department: Date CPS Form 3 a ° s CITY OF TUK 1 ILA control No. E,o' : . Central Permit System Permit No. '-1" 10 FINAL APPROVAL FORM TO: ❑ Building ❑ Public Works ❑ Police ❑ Planning Qelire Dept. ❑ Parks/ Recreation Project Name 41 L L fir- �. •�.- r�� r,�,� I! Address J ,_ j--, ,� ; I U). ) c r, Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: 1.0 (� 7) l , r ' 1 � � ,, .' .,, � ; i",�.1 �/_ j l�.•i i' 1 i A"�" � � (j �' �G-: �,<- : i I'� j•^, S Authorized Sig ure This project.is approved by this department: f,> Authorized Signature—' Date Date CPS Form 3 Mahan&Smith,inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 May 5, 1986 MHOWN 6 1986 I......._.. _....- CITY OF TUwWILD PLANNING DEPT. 1� Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86-T-04 (Nendel's Restaurant) Dear Mr. Bray, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State.Energy Code. All our comments have been answered satisfactorily, however some information has yet to be reviewed. Per John Cheney's letter, electrical plans showing exit signs and OTTV calculations from their mechanical engineers will be in at a later date. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: John Cheney 303 Vera Street Mount Vernon, Washington 98273 • 1 . PROJECT ter, ® BEN WILSON A & a MUM LOC. S T R U C T U R A L E N 0 1 N E E R S CLIENT Ed BY co w �1 JOB NO. DATE SHEET NO. S95 4 PROJECT ter, ® BEN WILSON A & a MUM LOC. S T R U C T U R A L E N 0 1 N E E R S CLIENT Ed BY co w �1 JOB NO. DATE SHEET NO. S95 PROJECT N �� �� BY w JOB NO. ® BEN WILSON Q &@@@MTM LOC. r� k ; I DATE S T R U C T U R A L E N 0 1 N E E R S CLIENT Gh�. SHEET NO. • . ; �'�.t ;G.a-�G I $J � 92h-.'Zy (. � .�21�8'ibF�' , 1 h s� ► i1 V c. _ 4 N Ip�nr r.'� W �, • .i:, ;�/,�l!��.. .. { �1 .. Wiz' 1'i"�'L/'4" FI—: 2 � o • to .g- • 8 Z; � �� wu.l'I I . I:. a-•.$..:. S,,3 ..� ;. j.. �;�.? Ur,r'e.•3t��.�es1 �. �i-� I'• I rS•�' 1 1 ,1 —C- 7)t 1 , ©t -M = ^� a �>>��, i 4-� . ' . _ 'Ft, ; .. f (o 2 4- . 2 ... 1, ! I .. ..' j `.�o �.I �N�.D. 2.0� I. 4 .,_4. 3; • 2. 4L72a �,'z.P_i. I "7 ro � X, 'a.' � 5.0 4v 3 . • o.ct% q- ` �) o)`7. 506; _ Z,.2. k���'1 ol zo My 1-7 l a' I ! ... `•7 Q� .15.1'x' 5.9 ..8. , A. , f CPP C ' 1 t PROJECT c.�c,I e.I BY �,� JOB NO. ® BEN WILSON A LOC. Tu ` � DATE �� , ��B � 0 bo3.5 S T R U C T U R A L E N 0 t N E E R 8 CLIENT Gti� SHEET NO. _ 17 'peer.: 141/64, 'eWISEb Wwr 4:�oJN0PMo�l W f 4 1 SLAB 12 51'AUiZA T'A AeAp s N'OMK 1AA luoliiiiL i �W,'4 .'TftCOEA (/:PA&L . AF441TEC V05 VEM S%tzr ftv. r gEgApJ , Wil. 916273 (20eo) 'eS''SG •5.77 Joe-. 40 595 a E l..i '� 1 -o "' orb i• i 2 '' _ _.._ Eie v - 3 0 ++o • r. _ _. , _._.._._ . __........_....., I CN a ■ . � 5C� IZ•G .�,.� � Pl..c,e.. co C- � l G. In. � �Ca 1 ✓•.. � r G.. Se � v K,t, E�tv � 11 -O R• r .1 N h l i•c �-.-�.�I'�. • Eit� � I 1 ' $~ O • �� ice¢ o a --- tA-t� : �l1SfA � �`�?".f�112�►.YT' a � 't'F}E C��1�`(/P� F1'�'�1�t5 -412 I A8 (,o �4afl►�1C, � . t�1�15 ?�3 V�EzA Sof 20 NIQ'f"fX2+ WN M4u4-r vlJwaaW WA. 5 7 ,,Pb S95 '041A 'E�Ae-> -NKVSII,A N W� d c(1 co 1(1 a� S� ® ®■ The Cheney/Page Architects 303 Vera Street, Mount Vernon, WA 98273. Telephone (206) 336.5771 �1 N �7 Zai 1 .N Mahan&Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (208)624.4488 April 28, 1986 1� MHOWN APR 291986 CITY OF TUKVV' LA PLANNING DEPT, John Cheney 303 Vera Street Mount Vernon, Washington 98273 Regarding: Plan Review 86-T-04 (Nendel's Restaurant) Dear Mr. Cheney, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. Provide calculations to show adequacy of the new foundation design. Ordinance 1. Comment #3 of our April 21st letter has not been satisfied at this time. Section 3401 calls for a 4" curb on skylights at less than 45 degree angle. Also, it specifies a maximum span of 25". 2. We have not received information on the exit signs at this time. Regulations for Barrier Free Facilities 1. The group of 3 handicapped parking stalls are in violation of Section 7503(c). Some curb cuts appear to restrict the sidewalk for handicapped travel. .�:' Ms. Bridget Smith Mahan and Smith, Inc.. Consulting Engineers 1411 Fourth Avenue, Building ' Seattle, WA 98191; , CC: Tom Hill, City of Tukwila{ } d'rl h'a n& S rn i t h, t n c. n~------.�_ CONSULTING ENGINEERS Noun 1411 Fourth Avenue Bldg. APR 2 2 Seattle, Washington 98101 (2061624-8150 CITY OF (2061 624.4488 TUK WIL, PLANNING DEpT'. April 21, 1986 not The Cheney/Page Architects 303 Vera Street Mount Vernon, Washington 98273 Regarding: Plan Review 86-T-04 (Nendel's Restaurant) Dear Mr. Cheney, We have received plans and calculations on the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. Call out support for 6x12 beam at Grid 1, Sheet 6. 2. Detail 8-9/7, show shear wall and adequate connection 1. Door 10 is in violation of Section 3305(d). 2. Provide width dimension of northwest stair from the lounge. 3. Show compliance with Section 3401 for the skylights. 4. Show compliance with Section 3314 for exit signs. to transfer shear. 3. Show the drag strut connection at Grid L/4 to take load from high roof brace in the east/west direction. 4. Section 3/8, show shear wall & connection to transfer shear. 5. Section 1/8 shows inadequate welds. Refer to Table 27-E-1. 6. For retaining wall design, if there is the possibility of water saturated soil, use water plus soil for the worst case, not just water. 1. Door 10 is in violation of Section 3305(d). 2. Provide width dimension of northwest stair from the lounge. 3. Show compliance with Section 3401 for the skylights. 4. Show compliance with Section 3314 for exit signs. ■ 5. The exterior wall to the office, between Grids 1.& 1.9 is in violation of Section 505(e) and 5-A. Two hour construction is needed less that 5' & openings must be protected less than 10'. 6. Changing the exterior wall rating and door rating of the existing building complies with the code. These changes, however, need to be made in the permanent documents for the existing building. Regulations for Barrier Free Facilities 1. Curb cut is in violation of Section 7503(c) for location. :2. The length of the stall is inadequate. 20'-0" is needed. 3. An inadequate dimension is shown for clearance under the lay. 4. Provide the lower edge height of the mirror. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Tom Hill City of Tukwila .6230 Southcenter.Blvd Tukwila, Washington 98188 Mahan&Smith inc. -+ _ I_ rFIE�� I w EIVED I CITY Ar" TUIII'VIIA BE ILUiNG DF.",' t�eerr. JtS t� S'(Au�dA 'A -t :C{17 Joh, ; ,�o �a�Nt��o� �: ��� ►��1 w�ow�r �tc�•1 � w�. 9x2'3 t595 pA 4' 5AI!5 UAWi A) WA, I r4. (zo?o) '5*3G -s-7-71 * +.. E l...i — W -o"' -f- -.4- r 0 +•tv �^ 12. �0 101, a � � Jr�IZ'•o. L st 4(a 12� o. r To.{s CITY OF TUMAMA DP n 1986 = J I5-STAU'Rl�j tr a �z I /B�o UE7rIiJG �a 1� M5 . 1�d3� .qep A. S� �� 1.Lo. PSAs I�rir�T mmovX wm bAowlT VJM904 WA, 55273 -rH i A SCA• -NKVl II.A VA. 0 c(1 m 61 J c 0 �.1 r 0 c(1 m • V \ LP S 0 -Q 4"t RECEIVED ITT OF -noil wl4tip m orm Ian ;�;LA WAS. ",4r vwAQA� WA. 9827 3 RA (20 G) 5771 �,D rWAI BEN WILSON & ASSOCIATES 4205 148TH N.E. SUITE 110 BELLEVUE, WA. 98007 (�06) 881 -661 1 S T R U C T U R ASL C A L C U L A T I O N S PROJECT: DATE:�'%� r L LOCATION: •r2"f IItN/G.� BWA JOB NO: BUILDING CODE: 02 LOADS: ROOF DEAD LOAD PSF FLOOR DEAD LOAD = .7 PSF ROOF LIVE LOAD = '"v1� PSF FLOOR LIVE LOAD = '7 PSF ROOF TOTAL LOAD=PSF'. FLOOR TOTAL LOAD= PSF OTHER FLOOR LOADS: WIND LOADS: P= 5 ,5 PSF Ce= o,-7 Cq= I.3 qs= % I= ) , o SEISMIC LOADS: 2=2�k I= I a K= s13 CS= • 14- W=. KIPS RETAINING WALLS: 3 cl PCF (EQUIVALENT FLUID PRESSURE) FOOTINGS: psoil = Z000PSF GEOTECHNICAL REPORT: G �•o }-�c.1,r, o�,l k �� r ,5�. u�f j DATED: Ao5 •I cjz� Mai—o r- X ,n� W V-^lle:) �..I�51�.,�a� .Cs i ✓ '1 5t31.,ti �` ' --ry 0�c34-. IE 41 Gj MATERIAL ALLOWABLE STRESSES: CONCRETE: f' C= `✓ 0 0 6 PSI 2. f ' C= PSI REINFORCING STEEL �, ,- �•. r.) (� c -a Fy = E7 c:5 KSI Fs = Q-A- KSI STRUCTURAL STEEL ASTM .4%'5 (v Fy= KSI Fs=-- KSI GLUE -LAMINATED BEAMS COMB: ,.a�.lar r1 Fb= PSI FV= PSI SAWN LUMBER AS NOTED ON THE DRAWINGS OR IN THE GENERAL NOTES. PLYWOOD (ROOF): PLYWOOD(FLOOR) ' -:�wa MAY 21986 CITY OF TUKWILA PLANNING DEPT. PROJECT ® BEN WILSON Q GJ [1G;14 Loc. S T R U C T U R A L E N O 1 N E E R S CLIENT BY JOB NO. DATE ?'t -U '86 e&0'5 SHEET NO. ,!�-r ® BEN WILSON A &@@@MUM 6 T R U C T U R A L E N 6 1 N E E R 5 PROJECT /tJ /, �.� r BY aC�, JOB NO. LOC. DATE5_Zj_{d6 CLIENT G SHEET NO. 9-2 V4 V� BEN WILSON -a S T R U C T U R A L E N O 1 N E E R S PROJECT BY JOB NO. LOC. DATE ^. L3•'$G Q+L-�D �� CLIENT SHEET NO. re -S 411 1 f 114 : : i 1 1 cup a 411 U o 7':P : �F -; A&E?T qui 1 f 114 i 1 1 cup a ?-'. t.2 ,� :�+'}.♦ 9 f /� " , v'i ; 5,1�, w,, f'Lti;:, -t 1 i 1 1 A--,tr . f S rg�, . .t',. ! 171 b� � 1 U o 7':P : �F -; A&E?T qui 1 i 1 1 cup a ?-'. t.2 ,� :�+'}.♦ 9 f /� " , v'i ; w,, f'Lti;:, -t 1 i 1 1 1 4 � 1 � I PROJECT ,�,1 S BY �JOB NO. ® BEN WILSON A MMUM@ LOC. DATE 6 t A U C t U R A l E N 0 1 N E E A 6 CLIENT SHEET NO. (z -,f, JOB NO. ■ CLIENT 11 SHEET NO. Io�'Grz,pon 4.-.= 14- t4 be -7 V . y�1 l �. .. /, 1. � � • a i 5i7 A' + wv�=' i$, O15� i�7-1 + , C� eel Nd• L`s�-..' 2�+� .4._ po i fib. � , . �. t (►., J 1� ,L . i W h �.. + �" I. b n C Z_ �'�.. ' . 12 c� o a .ISI L%;�. ` ' j i A ..►.� [ .7. 3' �' '�, 61 1 I IG .3 , /} y / o s• C,, ••: do., b ' � v �f-FF��� p t •5 1AA ■ ® BEN WILSON A �1 0 •`tom S T R U C T U R A L E N 0 1 N E E N S PROJECT �.� ,� �I c l c, -}- LOC. --V,, k w 1 I �- CLIENT i. , r_ BY G �, ,..,� JOB NO. DATE A-) i /b B60'�a SHEET NO. I-, I S T R U C T U N A l E 4-6-1 N E E H S Duo CLIENT G��,� SHEET NO. 7r5 %:x6A-/2 W 110 f--� roM .,. �...t� �'.r'� Fa u-� e.r{ ,6 �7{- P�v'fj"' � c _ i � i . ' i _ • . � • n.`Q-N .%� Q'�.7.-7L:.•� O �V � � Z ('� ,�J Q �C. , ,1 iii . 1 . � . { _ ._ . ' .I . . . , i : • , i I : , t , , • A1.11 1-1. , I • I i 111 , I � t ' f l C , i? 1 i �{ 1 I i • PROJECT N ,,-, BYE w,n JOB N0, ®BEN WILSON A M@@=M@LOC."ry !~ v, I I v DATE %J816 96p3� S T R U C T U R A L E N C I N E E R 9 CLIENT SHEET NO. 4Z , Cos ; f i t 10 , 12ZZ- , 7 W 14- f "1 5 2 , t f f- • i ` r.3wA 860'5 BStJ V�i1 SOiJ ASSOCIATES ' 4 G 14 5111 tl.E. SUITE 110 APR 0 FRAME/TRUSS ANALYSIS PROJECT: NENDELIS RESTURANT STRUCTURE DESCRIPTION* IYIEME►ER P'ROP'ERTY, GROUPING ,(IN,KIP) GRP' WIDTH DEPTH AREA SEC MOD INERTIA ELASTIC MEMBER ^. 1 6.49 199.0►z► 29000.00 W14XEE JNT COORDINATES SUPP VERT HOR XY TYPE COMP' COMP' 1 .00 . 00 .FIX .00 . 0a► 2 12.00 . 00 FIX . 00 . 0►z► 3 .00 13. ►z►►Z► 4 12.00 13. olz► MEM FROM, CON TO CON LENGTH. MAT NO JNT, TYPE JNT .TYPE GRP 1 1 FIX 3 FIX 13.0Q►. i 2 2. FIX` 4 FIX 13.00' 1' .3 . 3 FIX 4'.' FIX 12. 00 1 NO OF:DEGREES OF. FREEDOM 6 LOADING CONDITION 1 EARTHQUAKE JOINT LOADS (K I P, 1'. -FT ) JNT FORCE X FORCE Y MOMENTS 4 6.10 . 00 . O►Z► ' * ANALYSTS RESULTS LOADING 1 EARTHOUAKE. MEMBER END FORCES (KIP,K—F1') LOCAL MEM* JNT AXIAL SHEAR MOMENT JNT AXY.AL SHEAR 'MOMENT. 3. 04 22.57 3 2.83 -3.04 16. 94 •; 2. A3 3. 0 22.75 a� 4 . -2.83 '. u 617. 04 l3w,. 8 b� 1,_. 3 -3.04 -2. A,, -16.94 4 3. 04 E1{f,3 -17.04 1 MEMBER DEFLECTIONS MOMENTS (IN,K-FT) LOCAL APR 0.2 06 MEM FROM DEFLECTIONS MOMENTS JNT QTR MID 3 -OTR GITR IhID 3 -QTR * . 1 1* -.0321 -.1044 -.1855 * -12.69 -2.81 7.06 * 2 . 2* -.0324 . 1 053 •-. 1.872 * -12.80 -2.86 7.09 3 3* -.0101 .0003 .0105 A. 45 -.05 -8.54 :***,NOTE DEFLECTIONS INCLUDE EFFECTS OF JOINT DISPLACEMENTS JNT X -X Y -Y RO•fAT: BEN:WtISON &ASSOCIATES 1 000000 .00000 . 00000 4205148TH N.E. SUITE 110 2, .00000 .00000 .00000 8cLLEyUE, Vi A. 08007 3 .24434 .00235 --.00091 4 . 24667' --. 00235 -•. 00093 SUPPORT REACTIONS (K I P, K -FT) GLOBAL JNT :' FORCE -X FORCE• -•Y MOMENT- 1 --3.,04 -2.83 22.57 2 -3.06 2. e 22.75 ENDFRAME TRUSS ANALYSIS. LOADING CONDITION 1 EARTHQUAKE JOINT LOADS (KIP,K-FT) JNT FORCE X FORCE Y MOMENTS 4 3.6+x+ .00 .00 ANALYSIS RESULTS x LOADING 1 EARTHQUAKE MEMBER END FORCES (KIF1,K-FT) LOCAL , JOINT ..:... GLOBAL BEN WILSoliA SU CIATES 4205148TH Awa e6e �5 1 1 "1.2 : 18+�: 11. 14 * �"`` 3 1.22 1 ;?� 10.42 * 5 . 2, x' 2 1.22 1.. 8 ;:: 11.18 * 4 -1.22 - i . l 10.46 -.00QI51 3 :k 3 -1. 80 --1.22 -10. 42 * 4 1. 80 1. 22 -10. 46 .� 1 -1.80 --1.22 11.14 END FRAME. TRUSS ANALYSIS APR 02 1986 711BER DEFLECTIONS MOMENTS (IN, K -FT) LOCAL. M MEM FROM DEFLECTIONS Z,K MOMENTS JNT x QTR IYIID 3• -QTR G?TR MID 3 -QTR 1 1* -.0609 -.1959 -.3355 -5.75. -.36 5.03 It 2 2* --.0611 -.1967313 6 8 -5.77 -.36 5.05 3 3* -.0090 . Ql001 .0092 5.20 -.02 -5.24 � ** NOTE M DEFLECTIONS INCLUDE EFFECTS OF JOINT DISPLACEMENTS JOINT DISPLACEMENTS (I N, RAA) GLOBAL BEN WILSoliA SU CIATES 4205148TH JNT X=X Y -Y ROTAT. . N. f. BEIt fVUE, IVP, SUITE 110 88007 1 .00000 .0000�0 .00000 2 .00000 .00000 . oolzi0lzi 3 .41021 .00075 -•.00051 4 .41187 --.00075 -.00QI51 SUPPORT REACTIONS (KIP,K-FT) GLOBAL JNT FORCE -X FORCE• -Y MOMENT Z,K K ® BEN WILSON A r o UM@ S T R U C T U R A L E N O 1 N E E R S Ems.:. -.1• ►� PROJECT LOC. CLIENT BY G ,,••, -1 JOB NO. DATE t%4�9� 8 bo3� SHEET NO. 5r, I I 7-9-9 pre -59%1'-t_. : .w. �•� ;IZ� c? G • I � i ; , - ) q -d' (rte) (� •� 16"1 , I Mir^• '-" 100 IL/��•~ 1 �10..�7, �'l'."i ��: roc. ,�:.�. L r✓�.•.:�t.:.11 ,�!, 1 f'r•,.�y. �cm �11 � + � as j-3 ("I 9. 4a ..r 1FC7 T'c- � ✓ `:r� I ?.- : J', • � ;. - 32 j!� �f'a %< Co �! o I u r'r"i E'er c;brtl, �-�I�(�,e�).Cl.'i - �0.°I I Di w - C�?.�i=� z-�cAgy� �'r,�r�h;r•� � (.�t:?�:t.).(IG)C17r,!. 1"I, .; C�.y, �P _ 0 t.L `G. t: 1r=1I L�r�.l.r•. �J, r , •{1 •J� , I, 1 • ! t 1120 our' mOy'}1�ISCi'11 ���. 7h.r s : : I f -4-7 G z,07 . ' ....'. .. i .. rFL 1 11 �410 , , T5 I W BEN WILSON A &@@@MUM S T R U C T U R A L E N 0 1 N E E R S PROJECT LOC. CLIENT BY G w 1,^ JOB NO. DATE A, 4.,106 8003 �) SHEET NO. I= f-, 2 Y X0.93 G9' IS.•S6 15? ! 4 ..�a•'Ei3rlZ.7.b,q IS•S41 •-1-�.a4 �I7.q 4- , r s- ' i a i •� Id J\ Qoe7 i : i I.....i.._. T IIIIII .. 4•.. _.�. _..� , I r , PROJECT N ,., a) .L.I BEN WILSON A ' o '4C LOC. S T A U C I U A A L E N 0 1 N E E A S CLIENT ?--/, sa— H = I _ 1-•o I b =I011 C-- IB k z,rsL>' '~ ,� • q- 3.0. G, o. 5.) 1 )• 4- BY G ,,,, JOB NO. DATE 8[nd ,5 SHEET NO. P, =-10-i' b 1o,�+2�q,. 1j 514-, I , .r Qwnt.r7T • wt �) 1,1 � r 4v 2- ---a. i- 43'• ✓e y l 1•'D CA I, -� ►. -a. cb 2.9 � 4- o,� -� O.B� 2.•5 tib; � - .� . ' .. 5-ni 125 IB k z,rsL>' '~ ,� • q- 3.0. G, o. 5.) 1 )• 4- BY G ,,,, JOB NO. DATE 8[nd ,5 SHEET NO. P, =-10-i' b 1o,�+2�q,. 2.c''3 3.9 1j 514-, I , .r Qwnt.r7T • wt �) 1,1 4v 2- ---a. i- 43'• ✓e y l 1•'D CA I, -� ►. -a. cb 2.9 � 4- 2.c''3 3.9 .r Qwnt.r7T • wt �) 1,1 i- 43'• ✓e y l 1•'D CA I, -� ►. i �.i.•"�G E:.. t"C.Ir.�r•C.C�i'�.e..r'.� TOt'" G S'••y q•9 15.3. n ..A5iroV I �q,d 6.�.se, Reyd ©k... CF, iZ • g .'�'1 4fi2.. 13 1 I 1 6.1 •'4-h- 7eM �.i.•"�G E:.. t"C.Ir.�r•C.C�i'�.e..r'.� TOt'" G S'••y q•9 15.3. n C.aer%",A: I �q,d : ok.. 3� d ©k... 5 i obc. 13 1 �.i.•"�G E:.. t"C.Ir.�r•C.C�i'�.e..r'.� TOt'" G S'••y q•9 15.3. n C.aer%",A: I �q,d : ok.. 3� d ©k... 5 i obc. 13 FPROJECTBEN WILSON •!� • �` o •`MS T R U C T U R A L E N 6 I N E E R BY C, V, M JOB NO. DATE a-la1t3G 9160o---)5 SHEET NO. F'r-, 5 I BUILDING PERMIT d a t e: Work to be done S ite Ad�drl�ss - �( "`S_ rit -/4• Tenanty?Lr7de4S Building Use L� Assessors Account► C1^O54 ,�4 1 Property oiwrer Lil �C.�� fLtk1(3)IQ Q,ClQ�S Phone • aha- 5 u'• `�� A4dress v2o?3dG��fCLfX )�-L:UL%LLf��t%� Zip . } : Caiitractor ' '{T• R.R` Z Phone C. Address _ Poi C90%y� �Lf G2LL`fr 7 Zip FOR BUILDING PERMIT ONLY -rwt, aduFees a Sa -/593 ' fMy!•w'' sq. ft. 0 Ist Fl. "• - �- t F o�l� iZ sq. ft. ! 2nd F1. S sq. ft. B other S—_? F sq. ft. 0 other S « Total Valuation of Construction S u( Bldg. Permit Fee Receipt i S Plan Check Fee Receipt P S .' Demolition Receipt / S �4 :z_ Surcharges Receipt f S Other Receipt S Other Receipt R S TOTAL 3 —� TRACKING fi DEPARTMENT COMIENTS IN On Structuraln• 'Out: IzIt :} WILDING r z - FI r•. er,dated:. * -- � � c / ' s on : .2? ou S E Existing n ofparking stalls— PLANNING Required num er f parking stalls �S ( l 1�199r cDO InY: rid- 9brr ? ": J er' atter dated w Approved plan date 0 PUBLIC i " iD div 1 • • WORKS �D S y lt.rt[J�W ' ♦r :say OTHER � V �nnQ 4. Int: -- �• CITY OF TUKWILA Control # Building Divisio �. 6200 Southcenter Boulevard Valuation VA W Tukwila, Washington 98188 Plan Check Fee (206) 433-1845 Receipt # OSt3 BUILDING PERMIT APPLICATION (Please Print) Describe work o be done v 7- 4y c'rl / 510 I Site Addres 143" 6= -T7- �1�� � Suite # Tenant ` Assessors Account # Valuation of Constructiori �/.3, Opp Building Us7",4z/,�1 A,,u'"- Type of Construction �u�Va� _ Occ. Group Grading: Fill cubic yards Cut cubic yards Property Own er,�e���G % c.�i G+4 �s.I����4T Phone # S Z - f�r� Address Z f�!/ c n GE_=_ r�sE• - Zip !2w: Z �D / Applicant ,L Phone # ,7.1-2 lS 3 Address : VgE .- C T- % Zip �i9' �. o Arch tect/Engi neer Alm i/ / • /= Phone # .a. C - S^ '7 7 Address ,.*L�) .3 14V.4 5 1r %I-AJvN zip .,;I -T'2 Contractor -7%C License tf�4 ,eff e < /..r Z Al el _ Phone # Address 70 'S/ d ��., i..,� .. -- Zip w I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant/Authorized Agent (signature) ;`_ _-- Dated (print name) .L/ Contact Person (please Print) ...5,q Phone (8/85) 5t: 77 B 47!: 3-41. V­ �4' , �`l NVy v.i- Ql%­,� fp 11. V-" FAA, 7"r to I p �Z NOTAV 4-W SH all WAL.LS INOIC-A"TO 1by NMMM oil 611, V-7 15HEAF4 V4A-1,L, 'tyPro O-Sidoittiloi!iltiTION15 5T IT C 15v LTS 41 Ao v oN so -r. 12. ....... y�t c 4 T F_NP pl? 41 fa Y) 61-511 s r MISU fttooF- Mere - 'FI.6or le -.2 4 sb�f FAc m I m I-*, z,,4 A- sp A 17 TL A _X_ � , a I . , - -_ .. 0 0 0 0 A _.X I Itj�, j,� '4 A., 1' J�'41,,;.,� 4L t4" We 5 a + T_ aA It e4 Wy frli�l (PAP �Kr STU P k4 W.) ostov I T -I OsA L. NOTATION POWN0 It ­­ - --- ON POTAI 1.45 FAZ , F P i -V" -6) 0, Yi ISTA w ivL I- 5 9X, Fl?, A M -,4,$ V TH IS sti F -Is r for 41 T T_ I— F- I 17. 01 -Y sy Tj I. 6joT 15ff,4M ANO P&S r fIN WAII( OP oil it ya HAN" K, 01 Lod m azz, F 411 TIGHT F111 Z4 0 KG T 4 T41 TOP 0 PLAres 7� 25 I 2A tl -ro a o Fj s I c, t I ro 5MIFAM COLL&C-ToP. ax (o To I, P L&Z W hit, -rep 0 MAI -7 L ,4A srz� MAH I Pq THIS N*; R_ Top# T T SU A 14i 114 e (o 1"2 D4 m MZZANI W I, IV, qdft,,, owme. IIbillff KFZN 4 (A W V7 L j r OMPA Ilk L jb k FA M I N lop uj 14 I"AM 1 �4 \/Aft IV �,4 OTEL MEZ FLO m ZANINE 2N'D 0 FRAM NG 7 10 'hill 16 ,7 W I4 p', 1 i , r ]f , r�y , .^,1i, . ,• . a p,, ', ...... ,�!l,. , „ i \ � h c -: :, . ,. .•/gyp ,., ... . .. t : '- ,' <. � r:. ,> ,� _�• .rk .. .r. 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Ii Oil f V,.SHEAA e7 1�l'�A�.L NA �.I�V�i S ,► .,: , � � � 1 i � I � '. r I �.•�., .< tip p •f_, . ` '✓1 '>!'" * 'SrreoNT"" IN& OWr- , NN Ls Sow I ,qs OJT, % f.*'1 H I Na!�i ISO 7f jGt � N P ' GO,} f'S'H PA"j " N& Yds Wi i � �'� 11 �e ifA p, v. Gy'P5uM �pRQ , �Jo 6d �e 1 1�$I >�4'+cb' YES Gd �oat,�R% j ♦drera F811 �'i-__ 1 YES 6 CooLC K II ` 6yr,Sum�3QAKp } I I1 GDK `E5 Ind PAwF.I I✓oa�s'? 16.4 Flmo it G Drc YES I i Ib�i F�IELI IZI� R1,71ASUM 5*0.P .,'r� �! ,,�x�55 c �,•�� S�i� �� � ���`hJP il�+sS•.���si ,�. x,. •t � d��Fs. • �' {' �a iA '',t {♦ fit' ♦ * �n it 4 L? w 2U X `t �r `., f ,� i, {•• ,t�J/ry.cL_a yri gr„1 i ° f 0,4.♦, Z! xr '�tFF v .,fit •',.� x'2,7 x'•f;�'P$+1('�m/t �2}6j,��y'310m' � i =f ".'� �,,. 34 Q A 'Z7 �S i',�ry rlt��,e:� �• %' ,�'+A ra i� a. -r'. � F lai,, p>�,,. n.•'L,.r•rk 4,✓at+a'4i.,.3};'!• aT,s.4'i � •' •t 41� • 7 Y1 r� � f . . !.� .3,�'i . • :f. of � ..7 ..1 . ... FAAi 4... 1 u Y ic�Wtl!���y, Iq. K K" rr, 4'- 4!� Me -it, uppe& L.08by tw I-, F 04" 4AA.- F -CY* ik' Iw 01 4 1 L4T* —7 , I � fl,;, r VT IIIT I4-- PA. C) '7 -DAP FL I HTo 16EIAM V,6 27' t3 II NT10 -ASK tilOT (SLB, 114 zi I5 rs7 r% F FA 1-1 -4 el, 0 u rjtd.,�,cv E r4s - Al rool.uMK I TH 6 SO UT 4�&, FA U/4 L. Al'40 CON14P_6'Tto�j KAY PLAN 2-7 WITH 2" IN a m 13, IFKAHINO.. it �4 VAE4-46 I1 KTO 'TOP 0 p 11H IS SH EIIET r4 6L f5 z 1AS4 P -K 0 p F.0 WALL rA I J.- T H F,U N I1/4 ft 5 H GA F, IMVZZAN b P�rw I!- e t-4 (�v ro f W/ 4 - 1/z" c3- IA�l F:L 0 r4ore-H &L�.6. rof;L coi,jra pt.,&,ra) 0 T /i4 Z4 is HO 0 H Pi 9 u 5HFw\IRL COLI,. f.-, FA U L I�, 15Eew L U 14' M I�TX I L ro SM PIT TI MAN W I, L MJJ I19 0 F. l L Ct�ST KUT is' -Coll ON4 WALL, 1: T C-PLI,ge-Top., 0,c� EAeH IIAL.p Cr -ST F -F 6 K 5,'� 2. 0 p4ALL� 00&NF,& Yei APoUT H Xt V.77 # P. w 1"41 Flo I �M. I 11 1\ 6/64 A f9 LAJA T -Stj EA& WAI.L. 7" Ku Zg t�2i AN 0 P FXTA I I, W S, OOLI., 4-�4 I -A IJA� 1.�AAT jot4 op �0(*ibt,l oF Imi P9 21i T41 I ?, US$ ( Aly r;j IPvUbLr& 40)5T 00 Ut tA 40 IST IAr NAW AbVI AT WALI. Abv', (A 0 IIN 16 A I;xv Ip "T! 10 R� 401 T3il �f T, — -- — -- IL ........ Iff ol i, 1 IL Jo - ----- IT" IL RA 0 14 Iz 7 N,M 0 A _uk W U BLF_, 0 tST* I- -40iST AT NALL A15v, a I.4 to tsi Alt �KALL A$V, Lacvr F I(9 106 0 A ZANIN A MOTEL ...SRD,,. j�'FLOO.R I IMEZ E_ R00F MING. L N !6CA tell I n. . ........ ... .......... 77 WORM c 13 IX lilt ff'7 JL T T II Jo �lop I m Pso 0'15 OJP BAUAL M-44 54 qTHF-RADEP OANOPY f400F 1 4, 6 211 --- ---- le rIATE Val LATE STITCH 1501.TS Wilo Y2 2 -10� 'n GHT F ir T-1 04 t SA�WALL ALo �j 6 69JOLIWE KT -t+ So u rt+) NO -T e. 614 N 11,011 SA.& WAI. LS INO I CXr r*p L Pr -,T Of 6 2, !2 gp IV,- 4,11 w Pki o WOOD& SlILA& C,0tftTop. WIT" P1,4P, S?AvCfflt. A I Go oi 0 W 1 1`16 LLION S NMI INTO 5ArU06 AND DKILI, Foft, NALL I t4& M t4F 27 V of, K r_LQo WWI` OW j, j; /�T WALL A,5V, AT WAW. ON tj r NOT Viowti *Ik F%AH No— 0 L—L Shp ol O'W OkT HALL Lu mc op cA T ios `DUbLa 401VT OU -f- FL" F LOO AT HAW.- E T t It L 40isT Al,AALL. A6Yr La p LOOMD J00 "Ql W N A $H OT Ke MOTEL .3RD �FLOOR FRAMING PLAN N' cm let" , _ • 1 f a , : - :i '', .. '..,.. :, -7:' ':. , .:. .:. .,-. :, ;�� 71"x`:'• , s _ui 14 Eb T t N '. r 31� 3 2 CJD F3177o-=pp T 1 : � ! 318 5K L.� 3t'J/v 5 y 1 Lo } 1, co Nq l 7 PLAN' � i FINISH SCHEDULES TFiDRD FLUOR co ROOM ROOM FIN38HES NUMBER NAME FLOOR WALLS CEILING REMARKS � •� A �'.'",, .. - ..», , A,,:: f fi 7 �Za , 023 STAIR CONC/CPT WALL COV Owe CLO HT k A,.IES J 05 VENDING CARPET WALL COV SUSP ACT LO HT 8 j 059 MAI 6' VINYL GWB fW8 C4wR NT 93 Z , I(r U 060 MAID �,8 TN VINYL GW8 OWB CLQ liT 9$° Cc iJ It ( 1Y�(IOtJ Wtf�� N�'=�r 5ra-�roi.! /" �,... - - _ � , ~ V411H r- 19- s.-� � / i, t 300 CARPET WALL QN SUSP ACT C�,Ii HT 88" W �- CORR Y UOR , C t ; - 30I-351 tr GUEST R00.'15 � CARPET WALL COV GW8 BATH FLORsVINY z , rIF DOOR SCHEDULE: THIRD FLOOR } ` � -. •14 if �f �(' if it #f- # iF #F * � * �F iF iE iF tr dE iF * # iE � r ' r , . I 1 ?i , (� ---. - � � _ _ • _,t - _. .! , 1 '1E ie � if 'lF iE � #• iF 9f if if #c it iE if if iE 1f # •ii• if # iE �f if il' �E 'lf � * !t #f it � # jF of if i i. '.," 1. 1•—_ r — — f.r • � ' _,.-��._: t -. ___ .__._.... -_ _ -,_ _.--MARK---__---S.I�E---_ __.______..--FRAME--MAIL..' TYPE RATING OCATION r I t; r y 36 M60 36X84X 1 -3/4 M `H M FLUSH 1 HR A I R •: 32 W20 32X80X1 -3/4 W MAHOG FLUSH 20 MIN TY, P GUEST Z < y — —BATH 15�K 31 5K 311 5 1., - 28 W 28X80X. -3/8 W MAH -uw P 0 ----F` � C� 30 W 30XBOX1-378 W MAHOG FLUSH TYP SUITE r • 6l7 A 6GX X -3/4 � $A , 1 A ALU11/GL SLIDER DECK 36 A 36X13OX 1 -3/4 W K ADECK'� r 1 � ) QA GL ZED W 30X80Xi-3/8 W MAHUG FLUSH MAI 'S LAV �- L H D 42 W60 42Xt�4X1 -3/4 W MANI�G FLUSH 1 'HR MAI p' S Rbt3M k J Ilk _ ( ( t r 350s \ - Z-------------- 3325 \\.�28 Toy 3 S ? e: , F. :% �, -. Iii ( y \.. / - .- > _ `\ '. � � � •., ,. � 'S. .i � :.� ,. 9 . 1 , --� � M'�i . CNAS>r � m J• T1 r Y Vit:. , i�5 _ t c 1 cc eT 15 (JJ U. � crt�rc. 1 ' : , ! 5-K) 335 �✓ +\___ � .,,_ ., a ��r �: - p r, DATE(o.t8.a� Y �no 1 oP _: __---__—_ - �� REV. li = tb •b5 , ��' • M41C,t� �tX.W1 �x�'1 ,y DRW 'KK, i' ... .. -_ _...... i 327031 CZ3 D j �- CHK. , , • a .._.. JOB No.595SET NO. Fj �i ." , ' ' j 30 Zq _ SHEETS Z 27 z� ra i, rb ' 1 , MOTEL. 3RD FLOOR PLAN C 1 r ' �,« , - ♦ . -M 71 7. 7.7 Nk 14 ? 01 Nol a 43tups 1W WALAo (,TlrrIc4ALo>1 by Imaduk %fMA-f- HAW..: TYM PeSj tHT, M =I—' mpg DRAfT SOP SIM,TO DEAL., 71 U71 IKES,pl: G TcT 4 x 1'3' L; 5 13 -:w AD u .1 10 1 4 PIIOC� FUJI. M*W SE -H ll� PULL _401$'f S 'AT ap -DlpF,4pT STOP, Fo T, V1"FrSW Tf+15 K,4LA- > re SW ;Z& TJL JOISTS 0, c, 10 \A 4L w14 S, I mi L ji Ti -jo I$T6 it'll M L VU N wi - 01 'Tj 1. I F44% Iks It 14 17 P N C PLA E REA" IQ NFER ROOF." FRAMING N 5CALE 4- ZL� t7 "7 r 0 fL pf F- d, 4t If 4-- -T FOAF SP Oft M.A t4 60 Irr Ilo)k .A rr sTO e2 M 00 614 M 6106, 6F 'rf?-L 10 toittl w APO �dwmw CONN ar, TO It pa --ij; Go OAL LUMM -4�OkNft I" rA 14 3 &xid' CP 6p yq __ - I K)MPT Vop, 44 tA Flu 4 L P, Ala. v v mo r-., ro Vic, T_71- JA L 9AIPT. LA -, y 605 Ir IL , t4- L J jL i 2f tu 4t LIU K 4US 1:2 3 7f ILI FRA M N, MOTEL",' R T .11 54�xw w4y za I ftM"�A IN 4 1 4�". K.. A; "I IK,`, pq cm J +; STIAt J Jlipog $NT GU IO a ,.. I' ll: ��r • • - 1 ,,G1E hT - przIVE. UNDER, GrA►N° 1'Y WINDOW, ENTRANCE & RELITE SCHEDULE i******************* * * * * *ii *if* * *if *ii*' # * * **is * *ii T1ARK SIZE A F3 C D E F G H J n L M N 0 8'0 "X4'O" 3'6 "X4'0" 4'0"X4'0" 7'0 "X4'0" 10'10 "X0'0" 1'6 "X6'8" 6'0 "X4'0" 2 6'0 "X4'6" 26'0 "X7'0" 23'0 "X7'0" 4'0 "X6'0" 40'0 "X9'0" 40'0'X7'0' 36'0 "X7'6' 19'0'X7'6" 5EvEL W SIpING TYPE ALUM HORIZ SLIDER WINDOW ALUM FIXED WINDOW ALUM HORIZ SLIDER WINDOW ALUM HORIZ SLIDER WINDOW ALUM SUN ROOM WINDOWS WITH SLOPING GLASS ROOF WOOD RELITE ALUM FIXED WINDOW WOOD FIXED WINDOW WOOD FIXED WINDOW WOOD FIXED WINDOW WOOD FIXED WINDOW WOOD FI WINDOW WOOD FIXED WINDOW WOOD FIXED WINDOW WOOD FIXED WINDOW 0 11111111111111111 * ** *ii * * * *itiiiiii, ** * * ** * ** * * <* * LOCATION TYPICAL GUEST ROOM CORNER GUEST ROOM CORNER GUEST ROOM 4 OFFICES 3RD FLOOR SUITE LIVING ROOM FITNESS ROOM CORRIDOR & STAIR END OF CORRIDORS NORTH END`OF LOBBY NORTH UPPER LOBBY EAST UPPER LOBBY WEST MEETING ROOM SOUTH LOBBY /GALLERY UPPER GALLERY SOUTH MEETING ROOM WEST MEETING ROOM CAM VAS AWNING I N S o F 11A5° N R,Y WAIL IN FR,oNT- 1YP1c A R an.1 loAlf.R i -1 SHOWN, • ••■ T 1 -t1 Pk4Q SIPINO �� ------ - - - - -- AiI.0 1401TioNEfL UNIT " - rolQA1„ 10 13ENP40. kWooO 5101 N . - --61YLDE, AT i�Rt i✓ HO J'N of C»ANof Y PARTIAL NORTH ELEVATION PARTIAL NORTH ELEVATION SeALEt SCALE; Irgil II AWNING i CM a x� iii Uiu �iiilil I Ifltllj 11 01111111 IIIIIIi1I I l I1 11 1 1I II i1 7 IIII IIIIIIIII Illlllllf 111 u I 1 III111 lill�lllR iIIIIIiII Illl�lllf IIIIIIIII I • • " MR= L----t_.-.1.7_i__ --„--------1,- 7 ir- -7 , 1 ll ; il ! , , .• : :1 OA .J gAS AWNING PARTIAL NORTH ELEVATION -- . " I N : scA■LE : Nor sriowst CAKIVAt. AWNING I 4kiif 0 •11 it I ••1 1 ifithA . 1 9 11 if III 015iii Ail i ill I I • • J . 1771 No sC44.-5 AWNING SIDING T-1 NO BIOiN __. _._... _ .___ -4 SGA•LE 0 O iJ . A _ ..� CI 8 4 � .1 � 1 I M I II!tt inll�Ili I +nl�rl� Ii1Ifr11 It t i11 I1111 nrrlilll �hlfim I tiIIfI 111 i 1ii11i�i1q 11 t 3 II,I in� I 'ar x �SFa t►�f,P*sr�sr y, w�t�+x +z� 'r kl, CANVAS AwMING Y FLAN No '5C#4.t JOB NQ. DRW. DAT 0.16.65 i • ;NL1 PARTIAL SOUTH ELEVATION � nii iiiiiIII I IIIIi chill 8 9 1 14 15 ul l(in nnl ili ring i7 it lir iiilli lilinl ilhili ii 1 ti • 4 4 couY ALTEI'iJATe ST5M \VALL re)ari1JG7 @ 5-X'T', \'ALL _I, I.Z" _ ed ;41;---C-d) L/A (� tt t'1P NiRi �! 4 c. MAC trLazE ek frr o if zu cap Zx ro GAP E.fikl.4 16 nit? �t7Ns ss pcot / FReA 0 6 1 , 4 1 I(Iiii't 110164 iriiiitti i "l!' • p +FT 6ToP CO 4sTikuortCM. y, G. W (5 t7 s 1 ne„ o i= PXTI IA TRUSS IN AT'i IG 9.14 F 1 -'OR AT LOC. IONS NoT F 0 ON F Ras t'1IN& PLANS 611 III Il ili' ' tiiik11 ` ii In t1 Ihiii Ilit i iiiI, ilrillni ii Ili n n'i l ii t 2)(4 51uP5 Ito" JO■9 L 441st F4o o . t,It NT 1f-1 E, ThM SIJ NOT t"1=N MT► =ATE- I I4cug G LrI NG FLco (z. cot 1sT, Pr;r P.ie. P"i'Gt, \i-110T4-1 gooF 1. PIRG. WALL 1W1 CAL - C1311. 2 )eto t7 IS% N*' 10Ip6 et_ IAT"texls. '. V'JAU: '14 JAe., SOME' ' LOA: s SHEETS DATE to'' I: S RWAtit • • , c Ho it ► • 8 � x . 10 11 12 � 1 ; , 14 15 �rI�1nII I,IIIIi 1 1 Ion i li i Ali ti tl I b ii111�IiI inlll it i rt 1iI i I filial 7iI1rI I�i111ii1 101111 I • S s.1a d-c°•1.1 l kr *- SMo kr ls" - 4 - 1'* L-Prik1EPIPO `i�ootr IIX s Csrb?6" Q14r z : RAW 0 1L1 2 r1 6bd''..1.s J 'LL:1C" 'r ASH i I err 2 1V I is c_) ._._. 14'.._ ��ra6E' I\IFry = 4 4 4 o0 0 _ - - _ ._��...I 1■ • "AL-. 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LArli NATE a)44 '5TUOS SUPP0g76 k.4 aoLumN4 AeyoN 0 INC; StA 112- - ro ?COL- t7EC-iv cONCA f k11' I Iti 11 111141 111111111 1111Q111)111 10 411111. 11 1101111 12 111 111 9 (1/111114 AO 1111 1 1 111 11 1111,1111 1 11 1 1 11 4 : :7,g777,117:17.1;^ ek*slie augualluutiotranWatramassupuLta.L. rownewmesrmownsorrore,r.. . JT (0 LI AT RAAA P . 71041771 7 wAbl- rto es) 1 c rAK, ftAt4oci $E. DRW) *: SHEETS Ing212.11 MC= • .ETA I R. RANI Nt :Z:LA it) NI O AT c.0A .tRAIL le.1 154SE SSE b6Tfi L z:;- GYP 6oAht�, _ .04K, TICI M 'METAL, E.1)62. P 150Al2,0 STAIR. • PLAKI Cc3jSF I E C , 0 GYPS u M ba&R 1,400. 5,4S E. - . / / n 1 1 W i , ! %4 "I(1 )fi1 1II Ir llil[I Ii III i nr�IIII �1lilitli mill (�i WALL.. HOU PIPE 11 41 ! ► i l tI1111111 1011111,1 PIPE SEE. Imo► bAse- - sat DETArc .— ISA ° P1,Y140 VIER, TYPICAL LIGHTNEI+9fT 00t4G, 15 ' POLY y*» PL?wo , 26 o, # WALT, Fft•AMING (.6 P I KS,' N.044 1•otM 01 r4a S}IDNN ON KAN s_c coK15 Aiwz2A04a. PIPE RAIL FL.Naa Ws►a A+4S 4 ( 51rF I N oct ° 91 M I I•ARr T4 t i ) -14.1c. 6LocK, OSTAI L. , MA a °Rd maleS srixAi•�. . , I! I ki6 2x ric H1Nc' ' ort4.4 TO Low po-ow t7oUr x' - t.c'rr.H To Lo^r r,sww 10 Y 11 .. 1 • 13 14 15 ii lr►ri 111111111 11111111J 1iYfi 11611'11) A11111111, III161I! i�li ilil�l11� IITr1111i iffiIilli (iiiliIII i 111 I 1111 111161111 2x& WALL No TKl1G *PA ) ft 10 v. G. (F?) At,L romp - nvestigoe. fo*A4• p Q 240 a 6, C12?) (' x4) GOf -11)ou IMr r I► P wrtri 2 x4 ce - 1Ne ice4Wiicap fowr -.i , Nom.; - OKA e o , 1x.1) TWP GoMI°t.- =T . meoptic P UIrc JON To&e-TitaK, NIT!( tCud 1-11 evrA 3 c47 AT l Tiii<01) ou r ror c fto p, 10-1—Tote! Girt ©ici7 I ANp W M:: 2x4 t0' -olr 4 e poue—rtrc. Tor G-FtoKk%' APP-01-1 r av i, ON li tc4 4 TKV 0 'rtov IN bOTTr✓i7. ATr c rt To TO GHOKt7 l i'rt 1 (pd N AI r *TAbie i: AT °I"o. G Ttf! t)&ricaUT e'L PP 1 - .••. u,. i •. spar.+ wwwPmwrrw .warwe,v +•..xnf:sw�a�m� w ma a+„�.. . ....,• C. ._ SCALE: IN n r I -0 ri r'At, TI Uec. , l Y 'tJ DATE: f/24/06, REVISED I oo, ¶i U* ' u rvi"i X Woo ' N APPROVED 6Y: DRAWN BY 411 le Or ., ,.._... xGp) WALL- Two corlirc are- T 1e, ctu It ,.,2? JOIN "roepritiM IITti tad MAIL. .TAe,e*.le.r47 AT 0 0 1 04. TH Tor atoteV I WTT'7M Gttotz4, AN17 Y� C2x4) caNThNUov' I I tt7 'OE.46, WtTh Q Galls - ICI C.4 N C KitaLl I /cap eriovvt.-l. (NOM: - PKAG iK ier #� NoT .p A' 0 ) TYt°IGAL '/ ri •MMAN IGAL... UNIT Ov c, (4) t22V ?L-I - M r-M Mtn Tie J /to fitowt%J . • * .'- t3p:r'tlt4 *MOWN AWNir. t Or°"l"IOt ,vi . tai /r M NMI-014e" f Q 4 ' t'1t�- I've,, "T? Al r' , ' t krTKOVe47 t 0 4 1 2 12e.4 eN ap ibl a . e'. DATE: 11 8x1► SCALE: 1 /0, * 11-a APPROVED LD dY: DRAWN BY REVISED 24 X SO PRINT2C ON No. 400011 CtEARPXXX2 • 1 S 1� 11 1 13 14 1S m„„ � +rrl,„, r�r�l�rit �iuIt t ii�l ii iit Ii i Im(�trt ul�i1t ii'filnii 0 t1 V Iriii �i`[Il�ni 44,1131 ui���u� n��li1�� I r T +xls r `F f��q f� a�1,6 '2. . "2 ' G r, f 1 41 nrr xsex..e.zrw ' ..;�SskYsii.�..�'+�a.:.N�` ' �Li _..r.�:iSrii'.vwn¢�.ueY -aa'.` 'r�.:.t__ �:lYlt,.•�/Y�A� I' I I j 1 I 1 I I l 'k•'.; Pr' Y r• 1"OK. G01-TI u T ll?h� • a 1 s 0 24 X 34 PRINTED ON NO. loft CumniM/4 • (16 IAt X311 r� I°� GAL, 15 (JO 0 Il I A m �' I I! nl riiiIii 7 �i!►rr�liy l Intr mnann I 5 Ilj py 0� (JO (Jn (0'0 I IA 1111111111 � H 11 11 ° o 11111111 Iniii0111111111111111111111111111111)1i mi opal III _._.._ . _ Ili ..� . ����� „ � �� _ lLii c �������� - -- - , � o � I 1 I I � I ,k. nu> r,� ! .L _I u ii_ Toe i;�y taa; ' n ijll�ll� 6 I "III n (Mil mum) iilill i tl lii ilml ilini mili n lai n • TI.CJ e 3r Ne-1 M e> AT 20 0 C/. 0 II (TY'r-1 4 Co p TO FiIc4 1 O p T o rile T 11 1. AL-L-- 11 €4,10.0 41''AG- AT 24 04. 44) G9NT11-1 uvue' 1Mrl T ItoK4.lI If w 1 1 2 GrtO vit.AGKNcv AT 1 & -0 P.G. A �tlo�hlr•wl GNAT . GK V*0- C -4 , P - 4 TTI- A0 I X I . ) TWO GON rL-WIr.. T (P•(Z U I t.? .Jol-1 TQ ' Thar . vMTN 104 AT 1 '!I#IZQUhttvflr Tor G-1or p, 1Pa -ror1 GYtQ1 I AI-1P \/4-4?) U GOF�IV .-4--11101-1 AL- FtVOII C' Pr- 4 =p A1-41: Q may' e74( orrt 4x 10 x f& -vu QUTK I.. PGIc N A \/117 prf (0. AT GOrCIf.I t2OK. I QY Itil T J Or2. pmAtic.4 N& I� - �f I .% r°AH , 11 ti s rL AT 10 O.L. r1 LI '/4 p .14- r E 1/4 N Pe-:sr � x4 IM-OGK FiPcLL Or- II -L 42 AT ICI 7t ' P' 1P w 1TFt0VT' rt Imo. l'A L AT Tor A1-1t7 '1TOM Grtorp REVISED 3 4 84' rio ION KW, o*tt : SCALE: t/t$ " I b4 APPRAV6D Dv: DRAWN BY fevor- 1KU w c7 n I F-1 V I I--4 - DRAWING NUMBER j5 24 X ?1 PRINTED ON NO. 100015 CI EARPRINT • 4 rAlt. ._ 1x1) t°AGI 1 AT' 24 fiat.. SSALE: 1/b DATE: 1� DRAWN BY CM t��l��►� "Uilnri 'I" h "fii I�`in lii�lg ililil`��ir�i i► iliili i`�lllili n `lilii l r 1 II L � P ..a.�'.:R BUILDING CODE DATA: 1982 U.B.C. ,g# rya********x a* rrxa *a * * **0***0i *+:ea *** * * **+, *x ** err**** * *s; *ii * * *** * * **** r * * ** ***f *x 'OCCUPANCY GROUPS: R - (Motor Inn) A -3 (Meeting Rooms), TYPE OF CONSTRUCTION: Type V-I Hr, Sprink:1ered. FLOOR AREA: 78,632 S.F. HEIGHT: Three Stories, 31.0 feet :excluding awnings). OCCUPANT LOA:) CALCUL.AT I ON: Guest Rooms /Corridors/Maids /Vending /Stairs: (1/200) x 63,918 SF = 320 Lecture Hall (posted for max. seating capacity): 1 261 SF = 60 Meeting Rods (six): (1/15) x 4,409 SF = 297 Offices <six): (1/100) x 520 = 6 Mechanical Rooms: (1 /30C) x 600 = 2 Lobbies /Service Areas /Storage (accessory to main uses): 7224 0 TOTALS: • 78,632 SF 685 ALLOWABLE AREA: Basic Area: Type V -1 Hr Multi - story: x two, Separation three sides: Sprinklereds x two, AREA SEPARATION WALLS: none. OCLUP* CY SEPARATION WALLS: R- 1/A-3, one -hour. Storage /Laundry Rooms, one -hour. LOCATION ON PROPERTY: Exterior Walls, no fire- resistance required. Exterior Openings, no protection required. PARAPETS: none required. PROJECTIONS: no fire- resistant requirements. MISCELLANEOUS PROVISIONS; Handicapped Access: witer closets per Section 511 -a; lays /mirrors 511 -b; telephones 51I-d. Toilet Facilities per Section I205-b. Toilet Room Finishr per Section 510 -b. Gypsum Wallboard Finishes per Section 4711. Light and Ventilation per Section 1205 -a. Heating per Section 1211. Elevator Shafts per Section 1706 -d. Linen Chutes per Section 1706 -c. Shaft Enclosures: one hour per Section 1706 -a; openings 1706 -d. Exttt Corridors ; ccess -e ; construction: one -hour: height 3305 -gc; projection Stairways per Section 3306 -at width 3306 -b; rise /run 3306 -c• landings 3306 -g; handrails 3306-j; construction: One hour 'per 3306 -m; headroom 3306 Ramps per Section 3307. Guardrails per Section 1711. Doors and Hardware per Section 3304. Storage /Mechanical Room Doors: one hour per Section 1212. Corridor Doors: 20 minute with smoke gaskets per Section 3305 -h. Exit Illumination per Section 3313. Exit Signs per Section 3314. Sill Treatment per. Section 2516 -c -3. Will Framing per Section 2516 -d. NOTE: interior bearing partitions between Guest Rooms support only two floors (2nd and 3rd) but no roof load; exterior bearing walls support roof /ceiling load but no floor loads; thus 2 x 4 stud +gaming for bearing walls permitted. Floor Framing per Section 2516 -e. F.re. Stops. and Draft Stops per Section 2516 -4. Weather Prection: flashings per Section 1707 -b; decks 1707 -c; dampproofing foundation walls 1707 -d. Insulation per Section 1713. Fire Extinguishers type and locations per Fire Marshall. Fire Alarm System per Fire Code. Smoke Detectors per Section 1210 -a. Sprinkler System per Chapter 38. 1, L'L MATET4I .I-5' TO Meer r- 4it.oriurl INTEftio1L FINi5M' Cie -�s$I P ,4 ND FL-AM M, 6PItMAO SATIN* 66T Iv0 ) 1si . APPE.NDisk TA-61.E.5 42^ 4 2 e , A 4EwT1 P !VAT . Oi FLAME 2 SfP.EAP ' f2,A1" ; 1 iPEQUIPEP To be. Di~- L.IVEK.EO To Tlt� PIKE. DEPT, (uBG` 'i'2.o4) gAIT tit+.R.bNAlsl: 4i MAIZ,K,INCeS pa& WAIF-490 OME. 9EGTIONS 12.104 4� 12.114: LEGAL DESCRIPTION **3e** ** * *$1 ** *** * ** *r` * * * **4*r.* *∎ :*** **4:,3x . That portion of Henry Meader Donation Claim No. 46, lying within Section 24, Township 23 North, Range 4 East`W.M., described as follows: Beginning at the intersection of the center line of South 158th Street as the same was originally established, and the centers line of West Valley highway (SSH 2 -M); 'thence North 7 0 40' 58" West along center line of the said West Valley highway 32.17 feet; thence South 86 17" West 280.13 f e e t ; thence. 7 °40'5B" West 20 feet to the TRUE POINT OF 8EGINNING of this descriptic,n; thence South 7°40' 58" East 20 feet; thence North 86 East 220 feet to the Westerly line of said highway; thence Southerly along the Westerly margin of said highway South 7 ° 40' 58" East 109.00 feet; thence South 2 °31' 16" West 101.61 feet; thence South 7 °40' 58" East 285 .08 1 rfee t ; thence leaving said Westerly margin South 86 17" West to the Easter" l y bank of the Green River as now esstabl i shed; thence `Westerly and Northerly along said river bank to a point which bears South 86'04'17 West to the TRUE POINT OF BEGINNING; thence North 86 °04' 17 East to the TRUE POINT OF art4i*Zh10 EXCEPT that portion thereof adjoining the Greer, River, condemned by the State of Washington in King County Superior' Court Case No. 592029; AND EXCEPTING ft'om the remainder of said premises a strip of land 10 feet in width lying Southerly and Southeasterly of and ` immediately adjoining the excepted Portion first above destr i bed; 10,500 SF (Table 5• -C) 21 SF (Section 505 -b) x two, 42,000 SF (S:>ction 506 -a -2) 84,000 SF (Section 506 -c) Situate . i n the City of Tukwila, County of King, State of Wat1h ington SiTE DATA ADDRESS: WEST VALLEY HIGHWAY AND S. 158th STREET ZONING: C -2 CITY OF TUKWILA PARKING REOU I RED MOTEL (AT ONE STALL PER ROOM) CONFERENCE AREA (AT ONE PER 4 PERSONS BASED ON OCCUPANT LOAD) 'PARKING PROVIDED,.' STANDARD SI LLS AT ,.8 ' 1 /2' X 19' COMPACT STALL'S `ATS' X` 16' HANDICAP STALLS AT 12' X 19' iiiilllnll ii 0ilii001ili TOTAL TOTAL 239 21•'4 � Atekillidafy 2/ /o /90s - (1) COVER SHEET (2) SITE PLAN (3) CONFERENCE AREA FC1L DAI I ON PLAN ('I) LOBBY & MOTEL FOUNDATION PLANS.' ( 5) HOTEL & BASEMENT FOUNDATION PLANS .I CONFERENCE AREA FLOOR PLAN ( 7) LOBBY & MOTEL FIRST FLOOR PLANS 0) MOTEL & BASEMENT FIRST FLOOR PLANS (9) TYPICAL GUEST ROOM PLANS & ELEVATIONS (10) TYPICAL GUEST ROOM PLANS (11) MOTEL & MEZZANINE SECOND FLOOR FRAMING PLANS (:2) HOTEL SECOND FLOOR FRAMING PLAN STRUCTURAL . I... Y STRUCTURAL �a p y+�/�► NGI . � � � �� 1!a �w . �...... .. ��,a7 � �, _,i�!1►�:� 4►.�.1AT E ...... t .5630 1 98th STREET SW P.O.Bc ( 5366 L- YNNWOOD, WA ,(206) 175 7437 CONTACT: KARL f ll�llh lill�ll 9 11i'I�ilii lirliflll iii' 1111il fuilliii :milli: I I, IIII I�Iii� 5! F 4 SHEET INDEX „03) (14) (1 5) (16) (17) (18) (1 9) (20) (21) (22) (23) ( 24 ) r -10TEL & MEZZANINE, SE660 FLOOR PLANS MOTEL SECOND FLOOR PLAN MOTEL THIRD FLOOR MEZZANINE ROOF FRAMING PLANS MOTEL THIRD FLOOR FRAMING PLAN MOTEL THIRD FLOOR PLAN CONFERENCE AREA ROOF FRAMING PLAN MOTEL ROOF FRAMING PLAN ROOF PLAN BUILDING NG SECTION nuILOING SECTIONS BUILDING SECTIONS NORTH ELEVATION NORTH & WEST ELEVATIONS (25) SOUTH ELEVATION '26) S1iUTH & EAST `ELEVATI&NS (2'), TYPICAL WALL SECtI CANS (28) STAIR & ELEVATOR . SHAOT ,SECTI OlSIS & OETAI LS:' (29) RAMP' & STAIR DETAILS (30) STAR DETAILS 14A012 CAP . 00kdot t✓_ + G17UC3L.i✓: I-1 A 14 ?i cA'P 511a Crrt- HAP-) I GAP ' (Jett, ' IQ U et.E. ; 5 rt G (H nn5 ) A 1.1PiC,Af ' cat,t4 ,.; $ (.4,r - -,. (.14%2$ ` CHK APP. 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GR AB RAIL STEPS a.uV : - :� • * :.1s" 11 :_r .. . . , rir -,- J --- -- -- _.�.._ • . - -^S firegO '�'.'"'� 4 ' ; 45.5:: : ; -- -- _. P MAIN DRAIN .. !FRAME & GRATE ,fir ._._ ...__... LIGHT '.' ' __ . -t:8e'►'* . -.6,, jit :. Y- ... 3' 5 - . . .._::: :.::: =:::: _- - -:` 1 MAIN DRAIN -. I FRAME & GRATE .•- .I ._. :... -. 7017 -(Of - •- -- •SWIMQtJd i '` C'i4 -__ _ _... -. =� _ ._ :'_"..- !'WALL INLETS 30 - 'i ►STER'- 'SCIP.f�Ltr''- Aa?I3S --- _-`:.. - - - - SwIM 1 t WALL fl4LETS - . - _ - _.. - . „'. = 'Cf+,s maw' SCI ?"Pt- -Yc . ►i7:7IaS �.. . - -- • FLOOR INLfi ?S . -- : _ _ - ... .. - -- . - - -. ; ... _ .. 1.totim QUip Y -._-_. ---- = '9f 1MQL ? p :'Y<t1:Ft2:7;417. - - - -- - - -- -ICS ... . ._ _ ' FILL SPOUT : LIFE RING � w■r� � y ,:.r.;_''.• ~ - • ..m .+•itls. . •s:1• . -, • tr 1- _.__._.._ AIM "ear. =:ZO . ' - tigt 75LUOY ... : - ,' - - ,' ..... - ... _ ... I LIFE HOOK • -- - ., - -- _ .. • - . ► 'I a•■WALL •.•iae ' = - -... -- -- --- -- : _l VACUUM CLEANER •-' -� - - - "' -' '-`'_ .- A.---;-:- :_X�-. " l :7Ci 2 '1'; C t2L 1NC i.:•ft3..#3+M. PR DUGTS (t Ft,OL. P.bPRL794 !Aes c r 0 5 Ct1.ORIN P.1V•R : _.r '7., .-- 17ATA Pi '." ' / . 2enX - . . ?A. - . FLOW METER ' --- ; - r ---- - -2 F -- - j3L.ije%.SIM[4i TV. - -- « ---:._ --- .- .-- .__:_. • -- - - -: -'•__''"..._ ' . TEST SE'T EMI 111x = .v • ._ ... : -- _ _ _ .. . t510 - - LAW: _ ._ • .:-,'.7.7"--"': I ' V - : . -:... _. i•E RMOMETE R ..- ....: _ - _.. q l�-5._ -- _ _- __....._ . Z vr/M'1''.! + p .. - - - --- . .. _: - -- - _ • _ _ .. 4 ��.� � � _.. ..17-- -- -- -- __ : . -. •..: SIGHT - GLASS __ _ 1 STt 4 ts STL1 I ._... -. .. .. HA+w3lA . _.. SWAt4 . 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SWIM Quip .Cy.ca ;ik7G- __ -. _.. :=.....-_-. _... _ _- • 'P . . �w_ M... . _ J !ArtQ l .? - "C G G/ L_ c. - ..�___ _.._ _ __ . _ !'WALL INLETS 30 - 'i ►STER'- 'SCIP.f�Ltr''- Aa?I3S --- _-`:.. - - - - 1 1 FLOOR INLETS . - _ - _.. .:__... _ . .. ....... _. _ .._ ._ .. .. .. . ... = = -...:: -- - • -I SKIMMER -y 1.totim QUip Y -._-_. ---- = -ICS ... . ._ _ FILL SPOUT LIFE PING LIFE LOOK .._� uACUUM CLEANER • ' ._ir.:r - a F.:t•t' - - _ i-'.723r - - 20 • ..illK :la : ? = ._.... ' _.._1_ .._ . ---'"- --- ......i _=- 7 - ' " ` • --__ -le- t E --I L /ALLI P .t om :.� ---_ .- -_--._ r_ _- - -.... . -: = i�CS_._ - - t t - ' it 06L,: c�4. PR aucTs (t) L. e9RUSN:1rf 9 O,S CHLORINATOR -, -..-."4 • .. _y_ J! AJFL$ •' 3Y/ -F1. mnioraT 3X - .2977 • . fALIfirk ... ... FLAW METER - .._. ..F._. -..._ I,; 0 - - 13i. e 1i ti- icre.. _ M_. _ . _..• - :__ -- , .- •:- _...- __- ;- :: :_... _-- .:: ._.. . TEST SET . - . - -r" .---- - 11. 0 -''r/ eto•LAD _ . .. . • - -• - .. . i RMOMETER : `•SIGHT ' GLASS _.._ IGJ GLASS -. ,rrtt.5 UTt._RA7 • : _ :: !_ ...: _ et t4 -3 •�f�?:;� .5PiO74t" �:._...... _... '- :r._ - _ ._' -. . _._..- .. - _..._._ : :. ._. - _ __`_ _ -_ . � G,M! .. .- _ ... - - -- - - _.. ..17-- -- -- -- __ : . -. •..: _ - H . _....._ ... . - .. _ : .... :.: - ....._. _.... . ' ... : ..._ - ... • IV NOTE : ALL PIPING TO . BE_ P. W. C.. .SCHEDULE .d0..- - DESIGN DATA LENGTH WIDTH (AVG. PERIMETER MIN. DEPTH POOL POPULATION SPA PAL MAX. DEPTH SURFACE AREA (SQ.FT.) AREA LESS THAN 5 DEEP CAPACITY (GALLONS) FILTER AREA (SQ.FT.) MAX. FILTER CAPACITY (G GPM FOR(oHR. TURNOVER Ye- y V co 0 61 •. •• c:? Gok 11,0; 62.1 o V V �i iY 6 t . - ... ,,, . . , •., ' , . '. '': ''- • I '',.*:•.,,.. , ',..:',. ■ ' : ' c■ f . 4 - -. .•4- 'L. 6. „. • ,.''„ ;: i i ..:•,,, ...... •,. :(•:' ,.....,'.., ] ,,,:',-...:.,•-., 1 . ,...:,,....- ‘: ..,..•.,... .....,-.. ,.,...„ ti • • •• ..itte• CH =Kt NA.TOR, FLOW me-res.. -Tweramo warm eY.64-1A141515R., 7t) Next' . ID HEAD • AkEI FROM HeAr .. 4 50= ALA$55 6%1R ar&P c9 51.#41 TO IV NC (2- 18" C0t4G., W " - vw.sre 1io 'MAR Tosoneek, ) VAG' tabowark tvus,wi OPAI itke-ruNN 14L.st)Riwe rt-4.3ecr: 2." ReroRN -5 MAIM PKAJIQ \eta : 161 st&ft re'64 7 11"..e. f 1 C-1 1:14.317:) . Ctill:-7-. 0.1.424.4styi rt-A+ • IV2:' • ALI 1 ep6.e w MAIN roc:)L. Mr)erse 9 11 0 It 111111111 111111111 11111111■111111111t1111011!! 111111111 111111111 14 .1•111MM. I 1 /2."(zertne4 iNt.Ar tywir.i !Dm tsi ...,141MME 44A04 ORA: 64 wAID11. pLAN1 6AL 21 Re 1; DP.,6.11.1 • r'r41..,t.. sit HAN 1::frAIL. SI<IMMit 11/4, M - 2= RaTLANI 2.!'ReTumN $ 1. M 6 41•1 2. s- .111•111M11=1.MOGNINIMMIMEM■ LINEy fti 3 troPn 0 eve 8 0 0 et sK441,4ER S1141.23 HAN C4.4 L. 1 INLer 1 e •ATAi PtCuE - MI 4L :5rl to•alvti=:'P-7 NoPAIL (IV pLANA $4m0° 4. - • - MAN oftAIN 21 e," e'l I •r- r)" mr,s LI. 1 a SI<JMME ZaL 0" I s(:IAGTL1RAL IZAT5 vizo f\ 51 4 Industrial appearance grade. Fabricating plant A.1:T.C. Inspected Wrap individual members: Submit shop drawings for approval prior to fabrication. Plywood: Roof sheathing to be with exterior glue, P.7. 24/0. at panel edger, 10d it 12" 'o.c. supports. Subfloori"ng to 5:8 exterior glue,.P.1. 32/16. Use underlayment. Nailing 8d at 6" at 10" o.c. at intermediate sup Pre - fabricated'` trussed membe a licensed tensed s to be des: gne'd by a ers t dance wl th., 6i r'eme nts ural eng and i Washi tote s ,.. actor q` shown Subm1+ compete shopdrawings with enineer's seal for a prov al 'r' 9 pp a p.lor to fabrication. All Steel, eXcePl Adbing: A -361 tubular section ASTM A500, Grade 81 all bolts: ASTM A =307, type k. All `fabricati � oetail ng in'accordance �� ,�,,erec t 1 on a with 'the l at'est edition of the "Manual ' of Steel Constr'uc't) on' of The Americ'''an i nst i tii' "te of Steil Coii "st ruction . All weld3n „ g by WABO certif welders In accorda w1 th the We)ili Handbook 9 by 'the'American Weldi'ng Soc i t y . All welds 3/16" colit'inuous fillet A5, E70XX electrodes. Provide washers on bolted c`onnecti'o'ns. All steel not embedded, concrete or , masonry to receive one shop coat an? approved primer paint. Ap'p1y two coats of heavy apha1tic paint to all steel exposed to earth. Furnish complete shop s �r`ior to fabri'catio 9 P n. ►'11 SCELLANEOtJ$ Contractor to verify a l l dimensions I n' the field. Provide temporary bracing'as required until; all permanent connections and stiffenings have been Installed. i Verify size and location of all o p enin g s In floor, roof and walls wtth'mechanlcal and electrical work. Pre - fabricated Items to be `han'dled and inStalled per mfr's recomme"i"i°dati "on. cv 021- Vii" (Ls s i i i ' ° � 1/2 "' C -D INT -APA plywood Nailing 10d at 6" o.c. at in'termedi ate C - INT - APES plywood with T( 6, i f no c.c. at panel edges, 8d ports. ▪ ,raver • ti u welds "usi'ng ASW 1 c1 111l11 II :I FINISH SCHEDULE FIRST FL OP lf4l2R*44* **** *****e #,*:i: *O`iR* *Ai****ff*0* ROOM ROOM 001 L088Y_ 002 LECTURE HALL 003 STORAGE 004 PROJ ROOM 005 CORR! R 006 WOMEN 00? MEN 008 JAN ITOR 009 STORAGE 010 SERVICE 011 STORAGE 012_ MEET!MG ROOM 013 MEETING ROOM 014 MEETING ROOM 015 STAI 016 JANITOR 017 DESK 018 HALL 019 OFFICE 020 OFFICE 021 MANAGER. 022 STORAGE 023 STAIR 024 FITNESS ROOM 025 STORAGE CPT 02 6 SAUNA W0t1'D 027 PUBLIC LAUNDRY VINYL 028 VENDING CARPET 029 MAID'S VINYL 030 MAID'S LAU VINYL 100 CORRIDOR CARPEL 101 -151 GUEST ROOMS CARPET MARK ' SIZE qt ..dl , X10 30 ti t,, 0X r { ?.4 L � ;1 =3 32 W20 32X81 -3/4 28 W ,.:28X80X1-3/8 360014X1-314 36 M60 364X1 -3/4 42 "M60 36X80X1 -3/4 32 W20 '32X80X1 -3/4 80 32 W. 32XX1 -3/8 36 M90 36X80X1 -3/4 42W90 42X80X1 -3/4 36`W20 36X80X1 -3/4 30' W60 30X80X1 34 36'W 30X8OX 1 -3%8 DOOR SCHEDULE: FIRST FLOP, 04*2.-ft +ii ***** R ifRiRR7fiflllt**** *.k. `1ifE****** MV WALLS CEILING CARPET US PET WALL COV SP `ACT /ACT CARPET WALL COV SUSP ACT VINYL GW8 owe CARPET 61.18 SUSP ACT CARPET WALL CFA/ ACT ON GLIB CER TIL WALL COV GLIB CER TILE WALL COV GWB EXP CONC GWB GLIB EXP CONC GWB SUSP ACT VINYL, GWB SUSP ACT C 6(48 SUSP ACT CARPE: WALL COV SUSP ACT /ACT CARPET WALL COV SUSP ACT /ACT CARPET WALL C0V SP ACT /ACT CARPET WALL COV GW VIN'I'L SUSP ACT CARPET c (WR_, _ '" SUSP ACT EXP CON CARPET "1 13 •P',./ SUSP ACT CA,RPE1' GWB .7-'6\ SUSP' AACCT T CARPET G GWB SUS CARP ET GW WB S ACT CONC/CPT GWB `GWB CPT W LL COV GWB GWB GLIB WOOD (00D 'WALL COV G S W8 W COV S USP ACT GWB 6W8 WR GWB WRGW8 WALL COV SUSP ACT WALL` COV 6W8 • • rll� hill hulnn MIIRR Ilullill 11111 iii Indnn i1ii 111110ii �liitiui 1101 iu Iii Inn ilhlnn 1fif **if #i1($ **** *if E** (10.5 Ofd GW8 CLG HT VARIES CLG HT VARIES CLG 10 96" CLG HT 96" CLG,HT '105" CLG i4T 96' CLG , HT 96` CLG HT 96" CLG HT '96' CLG HT 96• CLG HT 96' ON G(8 CLG HT VARIES ON 61,I8 CLG HT VARIES ON GW B CLCLG H G. VARIES 664. VARIES CLG liT '96' CLG 96' CLG. HT `96' T 96' CLG H T 96' CLG HT 96 CLGHT '9b'' CLG HT VARIES CLG HT 93' CLG STANDARD 93 D W R F CLG CLG. HT HT HT 938' ' CLG" "HT 93 " CLG HT 93' CLG 'AT 88 BATH FL00R :VINYL FRAME HAIL TYPE RATING LOCATION GU :ti � ! .. Ii .NE, 1141 F•R. ' ! 41 G7 �• / D I-) I N co v iz Xp UE ST i•\ N R E€``8 � ' ) W MAHOG FLUSH 20 MIN w MAHOG FLUSH LUSH T'J P BATH M H M FLUSH 1 HR STAIRS M H M 'FLUSH 1 HR, MAC 'U S RIdI W `MAHOG FLUSH 20' MIN VARIOUS W MAHOG FLUSH VARIOUS M H M, FLUSH t -1/2 2 HR ' tO ,KITCHEN 1 - w MAHOG FLUSH 1 /2:'HR TO`RESTAURA'J1• b1 MAHOG FLUSH 20 ",MIN VARIOUS W MAHOG FLUSH 1 HR STAIR w '' MAHOG FLUSH HDCP'BATH (15(4 SoL1P 61..ot; i Nre 1 x 13 13' 8• 2 x 13' -8' 27' 4' 3 r 13' -0• = 41' 0' 4 r 13' -8' _ 54'.8' 5 r 13 -,68' 4' 6 x 13' -0' - 82' 0' 7 x 13' -8• •' $5' 8' 6 • 13' -8• - 109' 4' S' r 13' -8' = 123' 0• 10 r'- 13' -8' .,136' 8' II r13' -8'. . 150' 4' 12 x 13' -8' . 164' o' 13 r 13' -8' - 177' 8' 14 x 13` -8' = 191' 4. IS x 13' ' 0' 1,6 • I = / ' - 8' 218' a 1 7 r 13' -8'.. 232' 4' 10 x 13'-8" = 246' 0' 1 x 13'-8' 259' 8• 20 r 13 8 2.73' 4 21 x 13' -8• - 20'1' u 22 x l3' -8' a 300' 8' 23 r - 314' 4• 24 x 13 < -a' ■ 328 0' 25 1; .. 341' 8' 26 x 13' -8' = 335 4` 27 x 13' -13' - 365 0' 28 x I3 - 8 ' 382' 0' 2v r 13'-8' . 396'.4' 30 x 13'' -0' - 41(1' 0• 31 r 13' -0' - 423' 8• MA111 %.ES OF GlIG SPACES (ow ) �wz (Ufe ) v _HALL 3. 0. uc -l•rT rescI-.sir 1 ' L >Li f E ?`fFC. MAIL ,V1tXli.lfi *.v =i rn_AQ,es A : Z' -) FROAA G II t1A 13°'')986] CITY 4 F TUKWILA PLAN, T NINO bEP', f_, .r•u..�. 1r F�EA�zang :.rrA,✓r +':ti,o;; ^iy.•ra e; -R' (1_7 K 1 _ 1. -._ FINISH SCHEDULE: BASEMENT FLOOR PLAN 032 CORRIDOR EXP CONC GWB GWB 033 OFFICE CARPET GWB GWB 034 WOMEN'S VINYL tJR /GWB- GWB 035 MEN'S VINYL WR /GWB GWB 036 EMPLOYEE'S CARPET GWB GWB 037 LAUNDRY EXP CONC WR /GWB /CONC E 1B 038 ELEV. MACH . EXP CONC CONC /GWB GWB 039 'MECH'' EXP 'CONC . CONC /GWB GWB 040 STORAGE EXP CONC CONC /GWB GWB 041 ,OFFICE CARPET GWB GW8 01 P00L ,9�-, EXP NC C _ C/ t BB ,..._,�cl �093'�� ` i 2T IwoM , i V GON code 6 wt CI u HT 127 CLG HT 127" CLGHT 127" CLG'HT 127" ******4******** 4** ** ** * * ***i(** * * ** * *`'** * ** * *$ W * $ *IF E* ions* ¥' *'*N* *** MARK SIZE FRAME MATL TYPE RATING LOCATION 36 11 36X84X1 -3/4 32 'r160 32X8OX1 -3/4 28 ,W , . 28X80X 1 -3/8 28 W20 28X80X1-3/8 36 W20 36X80X1 -3/8 H hi FLUSH H M FLUSH MAHOr. FLUSH MAHOG FLUSH MAHOG FLUSH ('4! :NO .J1 Y 1 HR STAIRS /ELEV MACH WOME 20 MIN M1 20' IN OFF ICES :i`: ;.� 3'31 :il�!'xex'st{:i✓N'riN.t }i. .2'i,.l � .- •.:.':�.: * * * * * * * * * ** REMARKS VARIES CLG I'IT CLG li'f CLG 'HT CLG HT CLG HT CLG H'f 127" 127 ", 127" 127" 127" 127" 1375K) RM .. 1 S .' 1 1: 8 I . - . 111 I- 1 1 `I 131 1 141 1 1 5 r�tIII11�11HlM111 +Illill Ilf '" ' "' '" � &, _ /vV%IIv_'s Llnv• BASEMENT PLO R PLAN (f%71'r>) `_C. 'Lf • t/ 11011 l * -XTCCL I DK SOFFIT r G - 1,O 6.1 t-1 614T I•ICAao+Lsc>:i is 0731)a) • 13' -B• - 13' 8. 2 x 13"-8' . 27' 4' 3 x ,13'-0" + 41' 6' r 4 ■ 13' -8' - 54' 0 " 5 r 13' -B' + 68' 4 6 x 13' -8' - 02' 0' 7 x 13' -8' - ,95'8' 8 x 13' -8' +'109' 4• 9 x. 13 -8' x.123' 0•. 10 x13 8' + 136' '0" II x 13 - 0 ' • 150' 4' 12 x 13' -8' .144' 0' x'13'-8' + 177' 9• :14 x 13' -0' + 191' 4' 15 x 13'-8' 205' 0' 16 x 13' -0' -'218' 8" x' 13' -8' ='232' 4• 17 x 13' -8" + 246' 0' 19 x 13'-0" * 259' 0' 20 x I3' -8' x'273' 4' 21'x'I3' 78' - 287' 0' 22 x 13' -8" + 300' 8' 23 x 13'-8' + 314' ..4' 24 r. 13' -8" - '328''0• 25 r 13' -8' + 341' 0' '26 x 13' -8' + 355' 4" 27 i'• 13' -8" + 369' 0' 28 x 13' -8" . 382' 8' 29 x 13' -0' x.396' 4' 30 x 13' -8' . 410' 0' 31 x 13' -8' a 423'/8' 5 0. tilAY 131686 CITY OF TU WILA pLANNI 0 DEPT f2. G,. A5 b .. SET NO e4v dq"3C5�rXRls3 L -1 OC p raT 1C / r V 1 4c vE 4c AC THE <.N 2nL E 3rd pLco — –_ 1 OTr1E 5117E OF �. NL - 2.24!' s/ r- �( (5C� PLI H) moo. rte./ li 1 flL WioE. 12C SC$ Ri / i:r pI.[ St /4 -.-. PIIGEMENr ,J 1 IN 'tiles As , Z ! 21 r12'� liol��i VS�iN I. LEVER WAITS C°8-112.71- J` W r 6E WN bltah PAR Al 'GiLXIN END •F 11 15 p. PIC.AL HANOIGI_T LAV LOCATION1 OF AC LJ N 1T ON 20,1 4 3rd FLCag.s WfiERE" scKECN OGcUP, HEFhE ANv NaT Tre GTNE .sivE, 7 wit-VoW LoCAA 10►-I OF AC 1 - 1 ," 41 T c-1-1 F F t 2rd 4 3rd FL2(_R54 w-IEKE IT - OCCIJg5 BENING' Ft i r4 LLY . _ 1 $b LONCe: COgAb �^(Z• (Ks6Fv� - Ex ?E1JgIN0 Iii r r FO o� 11•G■ SINGLE . QUEEN HANDICAP (HSQ) DOUBLE DOUBLE HANDICAP (HDD) SINGLE KING (SK) LOCATE 0 -rNEK IDF_ or WIrJVOw w-IEzE. AC OCGUg EscIt IO ¶c.r1cr 1 CM 1 — I - nulnn�r11�11n 1 111141 111it1111 i111lfin 411 1111 1I�IIiII1 110111111111111 1111111 1)1111111 111111111 1111111 11 11111111 5 I I.00A IG►-1 OF AC lit 41 ON rLwF 4.2nd 3r.1 FLCeiV 5 it occupts5 e.FHINr %c �f.ErJ f LoCATIO -i OF AC ,r ON 2 4 30 FLOOR wHEgE. sc f E .1 C.CCUF.5 " 1 .1 6P±F , Aa0 h1OT TAE CUTeici? 5IOE of WIN91w. J (,i.. 4,a —� '� -rte "" &I 41 voi�f ^^i atu...:44Y.1,, (DD) MASTER SUITE (NISI l I-OCA -1100 OF Ac Ohl FIP.41 rt-Co l ,2nd 4 3rd FLOQg5 INi IT occ u ps S E3 14 N 2 SG FE E t4 11,4 I . 6 66 f� 96.86 lito 131986 Cr OF TUKWILA PLA'Ni ;NO OPT. ELEG7gIc M. ''Yf ILLS Ait:VI; DATEID.(6- r1.4 -b6 Ii -18.86 DRW. NIl-1? .'. CH K. APP. JOB NO,W5 SE's NO. tHEETS ; Yk rF}n•: n. 47." " , 2® , (...2"2 ( z 7 9 5 15) ra rf J ( 1 00i ) ) / -{'1°SE grRT'roN H:i M F {R� ( „ti v1I5i1{rQ (2n 5K FINISH SCHEDULE!" SECOND FLOOR/MEZZANINE "** **'* *4* * * *** **** ** ** Miff** fllf***** fi** ***i******i1* *** **dFif 1iiI ** ** 023 STAIR CONC/CPT "OI5 STAIR CARPET 043 HCETING ROOM CARPET 044 STORAGE VINYL 045 STORAGE VINYL 046 MEE!,INQ ROAN CARPET 047 MEETING ROOM CARPET 048 STORAGE VINYL 049 BALCONY CARPET 050 JANITOR VINYL 051 WOMEN'S" CER TILE 052 MEN' CER TILE 0 53 - UPP CARPET GAl 054 STAIR CARPET 055 VENDING CARPET 056 "MAID'S , 057 MAID'S BAH VINYL 200 CORRIDOR CARPET 201 -251 GUEST ROOMS CARPET DOOR SCHEDULE: SECOND FLOUR MARK SIZE 36 M60, 36X8471 -3/4 32 W20 32X60X1 -3/4 28 W 28X80X1 - 3%8 32 W 32X80X1 -3/8 '42 W60 42X80X 1 -3/4 30 W 3OX80X1 -3/8 W MANQ„W 36 W20 36X00XI - 3/4 W MAHOtS 60 A 60AX80)' I - 3/4 A ALUM/GL 36 W20 36X80X1 - 3/4 W MAHOG 28 q,„, I ! kl M � . 36d pi , 0 3G !k r i• 1 . 1 4 ' ' s %' - *** ifif: l44il# IFIfi1# IifiEifiFM' lGiFlflfififlEifll#*** *I1 ** * *** *il4*** FRAME MWTL TYPE RATING LOCATION (2 ow) cry c; . I�IIi 111l�Itil lltflliii ,i,ihlll I(II�ii i I{l lilli Ifnh7lill'iil�In{ IhII�IlII i Iitu l III111i11 WALL WALL WALL GWB 048 WALL WALL OWO WALL 0W8 WALL WALL WALL WALL WALL GWB cue WALL WALL FLUSH FLUSH FLUSH FLUSH FLUSH PLUSH FLUSH 20 MIN SL'1DER FLUSH 20 HIN FI Y - - • -....� ¢I. iS55 �o rU11. 3• ►1 +v.* Id1 C CoJ COV COV CEILING GWB CLG HT VARIES OAS CLQ` VARIES owe CLG `IR `:IO8• SUSP ACT CLG HT 108' SUSP ACT CLG HT , 108' SUSP ACT CLG Hi '108' SUSP ACT CLG HT 108' SUSP AST CLG NT 108' SUSP ACT owe CLG T 108' GW CLG HT 108' GWrs CLO CLO HI 10 108• 9" SUSP ACT "CLG'HT' 108" SUSP ACT VARIES SUSP ACT ' CLG HT 88' 811SP 11CT 'CIO HT 93' GW8 CLG HT 93' SUSP ACT CLG HT 08 OWB BATH 'FLOOR:VINYL 1 HR STAIR 20 1'f1N TYP GUEST T! .BATH HANDICAP BATH 1' HR MAID'S ROOM REMARKS MAID'S LAV /CL0 MEET ROOMS BALCONY NEN%WOMEN T R CX1OWNC I N 1. 1t ti co a3)5 I� CEDIO SGA.L'E.: V8" _. K _ NO lam.!' JC6 /MAR). 1 r 13' -6' • 13' 9' 2 a 13' -8• • 27' 4' 3 w 13'.0. * '41" 0' 4x" 13' -8" *54'8• 5 +13'-0' . 6A . 4' 6 x 1 •x' oq 7 x 13'.60' ,• 5' 8 x 13' -8' *,109 4' 9 x 13' 7,1 13'i 10 x t3' -0' . 136' 9' 11 x 1 ° -8' "' 4' ' 12 x 13' -8• -.144' 13 x,I '-8! 0'177' 8'" 14 x. 13' -B' * 191. 4' - „ 15 x 13'.•'[!• • 0' 16 x 131 8' ■ 22I$' 47 w 13' -8' *,232' 4' 10* 13' -8' • 244' 0 19 * W.417 259' 20 x:13'.197:. , 273' .4' 21 * 13' -8" - 292' 0' 22 x 13' -8' ■ 160''8' • 23 k 13 -0' * 314f4" '24 x 43' 23 x 13' -8" 4 . 341' !1•'. 26 x' 13 -0' * 335' a '27 X 13' -e • 349' 0' 29 x 13' -8' •' 982' „ -0 29 x. 13' .• 396' 4' 30 x 13' 40 - 410' o• 31 x 13' -0' * 423' e' • -, k +',d. a , '.v.}1 °, Wit: i_ RRUP;: ! ETA IL I_ iG,3* EARTH PRESSURE C71AW2AM Yes 100* ORIVNIAL `FIRM • Naas < 1 7 euReHAR i \ Pg01 ,- t/AC.I✓NT i✓T"6. AA - 1111 . ' . • 83 PLANE OF. INTERNAL FRICTION ve ruFNiNo MONStcNT 17g5 FT..'�!FT, - COUNT CoUNTEW M0M5 (FFooM wi:Or afEELL) AGING HoMENT (NET) 7q5 - 4 0 9 = Se6 F7 "/F =Ba x 1'' �4 x i2 2 7 " pRovIt750 d s` 5 "- (2 1.2 "5 ") = 2.7 5 " >2..(7" o. K. A5 -.MA f$ ,Jd = 3 86 x 12 j /oa<o x . I (X 2..7e. 0.o92Z a /FT .1° 4-. 41 *o CON 1 g," 33 1.42' 1 s' 4 : 1 . 15 ' 129 PADIU5 � ' P INGr 1.42x q1 1,50')( too a 1.15 x ,85 = if A L.TE NAT '. TYR CORNER, -- SONt7 SAM } ; REINFO�GING *4 Z RS CQH1 IN m: PP NA �GUNT� OR AIR - PLACec7 coNc. \/ERTICAL STE (5 -E ScHec7ULE) HoIZIZ, 0•151. (SEl: GN�11J1.E) I2ADIL1.3 `aPlttN C3 UNe � J DVS � � ��`` A \ - VAIsP5 11aH 125 148 1 17 rY!LQ4L P c7FIL.E .3 c STOP Y5121 ST>;L AT THIS L.:NE Mwc ALLOW. 2 : ux2i2 STEEL a , wiz" a1", irA'cH WAY 2 -- EAiRTH PRI35 J E 'P t A el � s 4 m GJTTeR Etu:16 L• AM ATTAGN e 1 W11 N USIBa.. - 5. cue' IO6* 2,75 v1 4 4 /33" G e1Z7u1ZNINLS mOME NT x 7-0% /G 175q r'r COuN'rcR PvIDMEN?' 13.08'v. _ (FROv WT; O SHE'LL) 2.73' x 18os 2. 6' x 12o* a 1 1.87' leo* _ O.GG• x 75* AC MOM6�•T „� ,75q 1420 gag t7 c5:7 '1 `- /K b = 53 12% 'M- X IZ PROVIDED Q 5 " - (2 "r, 2 = .� wM /fsvd = 35 ,x.gt X a � 1. S7' 120 O,a6, RADIUS 5P,RI•6 ..!NE e. • m 332 4 5 31 224 50 1420 .5 'I 2.75 " >2.5" oK. 2.75 = 00 081 /Pr MAX. SLOPE T7A4.151T1ON ETON /A.m AS < S'- o" pi✓PT1-I •r'QA A5 > S- O"1JE1 =�'rH C „� n�thm nU?II I lil llni nnlnn nn 111111 nnhmltinIlm 1nl n mihni mom' t,01-Jc X t✓tn15 --- .FGra'�R S1tet -; C 2q o' 1:AR.TH plies ;u e pl•N6sAN.4 IBC 100 PLANE OF I P1�CTION • 117 MAX. SLOPE Ames.-5. C 15 dor;Ep 1 4========.- i RADIUS SPRING L.' NI E 3, 2q' 3.12' 117 \ , 1 0ao' 117 01Ski NAONeN-r 317*x 473/a = 4522 FT#/ 1 GouNTER ■toMi:NT 3.q2 x ao* - 2 3e (Fi?O 4 ktT O !' SH5'LL) 5.46 X 234* = ea.!! 3.2gx117* - S.12X117 = 2.54x117" = 1501 1.64)(117 = o. 58 x 117 W - -- _ �__ __ ___ 2353 AGT1N6 MOMENT (N5 4522-2353 2160 Fro /Fr. 12EQ'. d_'l NI/Kb . 1211.e x 12,/54x I2 = 6.. 3 "• n . 12E011:). P12ovIOct7 -(z "1 ") ="0.50 >1a.3 O.K. As= 1 /4 • 21as x 12 /20000 x. el l l x 6.. ,Zjq''o /Fr. NOTE : 1OL CM PTY - ' EARTH FLUID PRESSURE Assume:" AT 30* /Fr (rY,p'cAI.) TRArl S rrttahl 2.5 Re5IDeNrIAL At.JO e5EM1 1 - Gc M1Mei‘CIAL. i ;-.% • t•-lOr TO X G'!._ e. 0 76'-0 unt•Jav O 2 W ID .. `r1mi t :3 oL DM. ' Iv1P • 30° __ AL t` r.I,aTM - ; 4. 1 *4 Cot4T; SEE - '- F1Ef1DLJL!r 14'1'1::: Auref'ZNAT \' 1• ;3AM ' 1t'p 24' mo t B fro:A sTEiri~ R&Y t (7T HeATerD SWIMMING MALL- e eQUIPpED 'MTh CO N T►2A L 5 'NM I C•H ; I. ALLOW T1-le WATt:R 'TEMPERATURE re) Oe. Re&ULATe0 FROM M A)(• QesIGiN TCMf°. IooWN YO 2. HeAT SHALL BE ec,+Uippeo THAN o,d -01 1° 5WIrek TbALL.Ow SHUT: OPP wtrHOUfAcJUST1NCIR THIN - 1- Ie(MOSTAT 3e7TNG AND 'I'L ALLOW W t ,L ETARTINCie W[THOLJT 'THE PtL r Li$tiT: • me rock. g1 -TALL. 3/r. br"t'SPUIp wires A 1-LCiAT1hMr C.UV01 AT ThdL` SUiR(zAGM OF- THe., WAraft G1:NLRAL NOrES' ,1 j • 1 ,YFr TMMg MAx$IikI L. IS' AN E ADDING, MY TYp, ' son., �fiEEN I1 "# 3 NECE3 SA RY 7l'0 ODUDiM11G . / , ALR• •AND ' 2i1F ' 90 lb BLT ' MEMBRANE WITK 'A � � � Ii ' ITII flLAG1;E O ? FISDR` MI31 STOs# COLD APPLICA r ICr ` 1 ECIi,.t:7CP11N,Sx ItT JOIWTS, f1HD' THE JAINIT SETW)38N �r HB POO .' COOPING MJD f it 8 DE SEALED WITH A » "'fi1! OI{Ot, ' 13 ' ` 2 . , ,TI�IE' TOOL SIECTOD1`. it xfa b x4 wD . PR xt >r,Y }'O REC - �'jU4 . ULAa AND S IAPEb ,POOLS, ,;'1 I) I3 1 °A$t` t,� `o "'1PR$& 'FoRz.i -POOLS WITH ' RE -ENT X1,Ct) ES, y . ," :3. WHI31? : • . THE FROST•..DEP'1`E� oF: `!!'H13 RM 1 XC> EED S WATER, a E POOL StHAI.Ii I E17�OVI;-F: 'F1? Al�1D » ' KF3�T:L ' D f!1IT 'f . . AVM L .THAT TOLE 't ifsTAI�CI > > .)a x1 >3? St 1� XI,CS 7�0 B Q 14 OF THE GRAVEL i `AYAt`EQUALS :, It; ' , .L OS ' 'L ' #11.3.7,7,17,7 :;bfA LIE'!7' et II'RO „ f . 4. .POOL .DIIONSIPNB 'Witt. ,.. '�R HbF7N CEN .C;4b 5 C AJJ . CITY st1 LD1EiCi ; D E R'r1(ENT • >`" : D BEL ` BE POO C`.O RET 6 . ASS UMED AE SIC 1 :9011 U ;4: PPESS J RE ".d0 >. vf' ed... 7 ho rJz R}1D rt1 ' O.9R VAL l V tANp ,n� xxm v o riDI oi A CMM XN i IV UA L PE R tZ T 'AR M » ENTS ;D` IN +I'H.g:iPROYiXL) 82;010. • • • #plici 'rCA TI01rT • 12 SO _ T. CONI)IT Io17s : M'Y':iIS t OO I' WITH BOND: BEAM s;1AY BE 'INS AL - NSOIL OF NON- EXPANDING; TYPE ".ATERIAL. ' ' - 2. SITE GOY I Q NS • TIE. GROUND : $LIRRQUNDINii.13 O . SWI14I17NG . POO� :0 LEVEL. NO ,1 4tCHARGL R TAININNG WAY.LS oRt t • IsNM10ES ARE TO BE ,CONSTRUCTED ABOUT` - TIIiT PEY14ETER OF' THM3 POOL. UN EIB E B?S. UCH'WALL, T14 $I } CHA1t0E °SE HEL D HAC A M INI 0F U)1. 1(QRRXZONTAL DYST C A,teC $ I .' ; 'fag . FACE OF 1'€is 'POOL AS SHDit84 l ',.: - % '3. NAT RIALS : - . . . " »' 43> a . I4 Nx - P C MINT' S >IEALL•, 88 TYP$ 1 Co RMX • . •TO ASl1 .SPECLFICA'rION: 0 7 ) ' h ' ' b T . ;1�NE. AsGREA0ATTs^ `, SHAL 15 .CON4 i'ST'. OP: NA'PUM3AL SAND H1lVIN ': HARD AND D R.1$ :E P , ;4".I C 1.'r N471 HOTiE 2`tt)w it. COM'1.AM4L) , 2ON. ,,..0.. H . ER- S,IALL Brn CLEAN AND r Tp,DRINK . d.. IMO -.ST 80 4 F . SHAf,T+ B)ti` _ S sXCT' D EL .G COb1F RUI 0 AS S i' . XRI RRG4 . t'�S.4y'`t,11'Pg ' M1END D AND..SH B HXG Bo b D Ma ..: !' : cc SO OOO M� @ . .' 4. aUN IT '.14 [ t UN :fiE 9F ,ATTAIN �'1N U L'PIIiM E 28 DAY ,, Silit, H : ,O60 , prc13. Fa 460 4,131.. Nw O'"IIT 4 331 I-flitED• Xtt ; TSB PRp O1 1O ( ; by' vdlwna ) :4; t oil: f1:,, OF DRY SANI ,TO EACH 90 fib SriC1 aE CE$IE i'1 • 144 YMUM W� 'CONTE Sl, 513: 31/2 ' ga1_. P1mt1<'t SACK ,or 41341.d. •5. Am-.' CND C1NC TE MI 2 UL1'It4M. r 28 DAY .STRENGTM1 *MIN. 't w0' •s . •c • 0 p0 11 X. God '$AND, ,40% PJ 7 GRA .1G, 71/2 ACK- RE5�y•�- M�,XXI' i. X�t� * c� .% ON I ciu Tie, IS-.::. ga1..y t ' � C y g .( i i t i. Yi . * ER SACS OX`' ' 1 : �p MIMA1ui NC . DiNG WA.T1 R .F11 AG(1R A r 3. • 6 4 BT1 EL 'P M2NILth) %CtzlG ST13gl, SHALL Tan 1PLACl�tD TO T1 o nfi SX 00110,1414 ON, i'UE PI.hg, cAREru.L,� FI .i Wfl D' : INTO PLACE. C Lt• A r I P QLOC D WSTi . . �. '' • bkipac Ts• TO t4Ai MAIN ; Tl. . SPM ING'`�' TH'E:ExCAVAT` 0111. NON ' 30 - IfIAHRTh RS AT . . P I CC L ES AND '2' 'b &'' � a.. T.. ()o C •F� , L . . F I t. . RE TE SNUB BE: PMAC ON PT M, :. NA''U .b, `t2 D Of4 ; CO AC'Tsp ENGItiEE :ED LL Td TNIi i ' Ci1ICIt IE$ SPIO Wbii. AN Y '� CE O 's pF LOUBE:�'�i .NI): OR PI EOtll ' 'SPALL •SE ' CARI3FtJ..LY- RE> 3D P OII : SU A io, $EFOR'1'r P'tACE :KENT. _ALP • R. j it $ i' .oN OTTHER pEE'>~c', tk • .-£HALL BE x C : lii �M t ,A4Etl r , ` rl • r l ary Ii _ S BE • .''' E ��1 NG :4' Ti COit $' 1LL BE PAM? ,CURED' POR A PERIOD O : `l . .�RthG .'PEI$- cdit PE,i T E .PLANTER. rXNx31I;: 12A0IU5 II Ru ' a" 'f � 0 2' -IS" "Gt»4Ir " 'NIGKNMSS OVII . gel NG4RCING STeaL F Ltz. 5L,Ae vOr1C44. 54 HORIZ, t Fs 5FikCINO EACH WAY SIZE Sp ciNt3 SIZE: 8" 0 3(312." *3 I2' ' #3 _ . 12' . 2' a 4} . 5 5" m 3e12" 121, 0 3 12" 43 12." 4 -dIoe S GI' X54,12'' 8 3 '1 4 * 4 5n* 12 10 " 10 '• a' To a E '' 7 r #5a12" *5 1t" Ili "4t 10 *4. --- 1 G'- 6' .x." 8' 7' GTDB'0" 10" #3&? Iv *4 eP *4 12" RRUP;: ! ETA IL I_ iG,3* EARTH PRESSURE C71AW2AM Yes 100* ORIVNIAL `FIRM • Naas < 1 7 euReHAR i \ Pg01 ,- t/AC.I✓NT i✓T"6. AA - 1111 . ' . • 83 PLANE OF. INTERNAL FRICTION ve ruFNiNo MONStcNT 17g5 FT..'�!FT, - COUNT CoUNTEW M0M5 (FFooM wi:Or afEELL) AGING HoMENT (NET) 7q5 - 4 0 9 = Se6 F7 "/F =Ba x 1'' �4 x i2 2 7 " pRovIt750 d s` 5 "- (2 1.2 "5 ") = 2.7 5 " >2..(7" o. K. A5 -.MA f$ ,Jd = 3 86 x 12 j /oa<o x . I (X 2..7e. 0.o92Z a /FT .1° 4-. 41 *o CON 1 g," 33 1.42' 1 s' 4 : 1 . 15 ' 129 PADIU5 � ' P INGr 1.42x q1 1,50')( too a 1.15 x ,85 = if A L.TE NAT '. TYR CORNER, -- SONt7 SAM } ; REINFO�GING *4 Z RS CQH1 IN m: PP NA �GUNT� OR AIR - PLACec7 coNc. \/ERTICAL STE (5 -E ScHec7ULE) HoIZIZ, 0•151. (SEl: GN�11J1.E) I2ADIL1.3 `aPlttN C3 UNe � J DVS � � ��`` A \ - VAIsP5 11aH 125 148 1 17 rY!LQ4L P c7FIL.E .3 c STOP Y5121 ST>;L AT THIS L.:NE Mwc ALLOW. 2 : ux2i2 STEEL a , wiz" a1", irA'cH WAY 2 -- EAiRTH PRI35 J E 'P t A el � s 4 m GJTTeR Etu:16 L• AM ATTAGN e 1 W11 N USIBa.. - 5. cue' IO6* 2,75 v1 4 4 /33" G e1Z7u1ZNINLS mOME NT x 7-0% /G 175q r'r COuN'rcR PvIDMEN?' 13.08'v. _ (FROv WT; O SHE'LL) 2.73' x 18os 2. 6' x 12o* a 1 1.87' leo* _ O.GG• x 75* AC MOM6�•T „� ,75q 1420 gag t7 c5:7 '1 `- /K b = 53 12% 'M- X IZ PROVIDED Q 5 " - (2 "r, 2 = .� wM /fsvd = 35 ,x.gt X a � 1. S7' 120 O,a6, RADIUS 5P,RI•6 ..!NE e. • m 332 4 5 31 224 50 1420 .5 'I 2.75 " >2.5" oK. 2.75 = 00 081 /Pr MAX. SLOPE T7A4.151T1ON ETON /A.m AS < S'- o" pi✓PT1-I •r'QA A5 > S- O"1JE1 =�'rH C „� n�thm nU?II I lil llni nnlnn nn 111111 nnhmltinIlm 1nl n mihni mom' t,01-Jc X t✓tn15 --- .FGra'�R S1tet -; C 2q o' 1:AR.TH plies ;u e pl•N6sAN.4 IBC 100 PLANE OF I P1�CTION • 117 MAX. SLOPE Ames.-5. C 15 dor;Ep 1 4========.- i RADIUS SPRING L.' NI E 3, 2q' 3.12' 117 \ , 1 0ao' 117 01Ski NAONeN-r 317*x 473/a = 4522 FT#/ 1 GouNTER ■toMi:NT 3.q2 x ao* - 2 3e (Fi?O 4 ktT O !' SH5'LL) 5.46 X 234* = ea.!! 3.2gx117* - S.12X117 = 2.54x117" = 1501 1.64)(117 = o. 58 x 117 W - -- _ �__ __ ___ 2353 AGT1N6 MOMENT (N5 4522-2353 2160 Fro /Fr. 12EQ'. d_'l NI/Kb . 1211.e x 12,/54x I2 = 6.. 3 "• n . 12E011:). P12ovIOct7 -(z "1 ") ="0.50 >1a.3 O.K. As= 1 /4 • 21as x 12 /20000 x. el l l x 6.. ,Zjq''o /Fr. NOTE : 1OL CM PTY - ' EARTH FLUID PRESSURE Assume:" AT 30* /Fr (rY,p'cAI.) TRArl S rrttahl 2.5 Re5IDeNrIAL At.JO e5EM1 1 - Gc M1Mei‘CIAL. i ;-.% • t•-lOr TO X G'!._ e. 0 76'-0 unt•Jav O 2 W ID .. `r1mi t :3 oL DM. ' Iv1P • 30° __ AL t` r.I,aTM - ; 4. 1 *4 Cot4T; SEE - '- F1Ef1DLJL!r 14'1'1::: Auref'ZNAT \' 1• ;3AM ' 1t'p 24' mo t B fro:A sTEiri~ R&Y t (7T HeATerD SWIMMING MALL- e eQUIPpED 'MTh CO N T►2A L 5 'NM I C•H ; I. ALLOW T1-le WATt:R 'TEMPERATURE re) Oe. Re&ULATe0 FROM M A)(• QesIGiN TCMf°. IooWN YO 2. HeAT SHALL BE ec,+Uippeo THAN o,d -01 1° 5WIrek TbALL.Ow SHUT: OPP wtrHOUfAcJUST1NCIR THIN - 1- Ie(MOSTAT 3e7TNG AND 'I'L ALLOW W t ,L ETARTINCie W[THOLJT 'THE PtL r Li$tiT: • me rock. g1 -TALL. 3/r. br"t'SPUIp wires A 1-LCiAT1hMr C.UV01 AT ThdL` SUiR(zAGM OF- THe., WAraft G1:NLRAL NOrES' ,1 j • 1 ,YFr TMMg MAx$IikI L. IS' AN E ADDING, MY TYp, ' son., �fiEEN I1 "# 3 NECE3 SA RY 7l'0 ODUDiM11G . / , ALR• •AND ' 2i1F ' 90 lb BLT ' MEMBRANE WITK 'A � � � Ii ' ITII flLAG1;E O ? FISDR` MI31 STOs# COLD APPLICA r ICr ` 1 ECIi,.t:7CP11N,Sx ItT JOIWTS, f1HD' THE JAINIT SETW)38N �r HB POO .' COOPING MJD f it 8 DE SEALED WITH A » "'fi1! OI{Ot, ' 13 ' ` 2 . , ,TI�IE' TOOL SIECTOD1`. it xfa b x4 wD . PR xt >r,Y }'O REC - �'jU4 . ULAa AND S IAPEb ,POOLS, ,;'1 I) I3 1 °A$t` t,� `o "'1PR$& 'FoRz.i -POOLS WITH ' RE -ENT X1,Ct) ES, y . ," :3. WHI31? : • . THE FROST•..DEP'1`E� oF: `!!'H13 RM 1 XC> EED S WATER, a E POOL StHAI.Ii I E17�OVI;-F: 'F1? Al�1D » ' KF3�T:L ' D f!1IT 'f . . AVM L .THAT TOLE 't ifsTAI�CI > > .)a x1 >3? St 1� XI,CS 7�0 B Q 14 OF THE GRAVEL i `AYAt`EQUALS :, It; ' , .L OS ' 'L ' #11.3.7,7,17,7 :;bfA LIE'!7' et II'RO „ f . 4. .POOL .DIIONSIPNB 'Witt. ,.. '�R HbF7N CEN .C;4b 5 C AJJ . CITY st1 LD1EiCi ; D E R'r1(ENT • >`" : D BEL ` BE POO C`.O RET 6 . ASS UMED AE SIC 1 :9011 U ;4: PPESS J RE ".d0 >. vf' ed... 7 ho rJz R}1D rt1 ' O.9R VAL l V tANp ,n� xxm v o riDI oi A CMM XN i IV UA L PE R tZ T 'AR M » ENTS ;D` IN +I'H.g:iPROYiXL) 82;010. • • • #plici 'rCA TI01rT • 12 SO _ T. CONI)IT Io17s : M'Y':iIS t OO I' WITH BOND: BEAM s;1AY BE 'INS AL - NSOIL OF NON- EXPANDING; TYPE ".ATERIAL. ' ' - 2. SITE GOY I Q NS • TIE. GROUND : $LIRRQUNDINii.13 O . SWI14I17NG . POO� :0 LEVEL. NO ,1 4tCHARGL R TAININNG WAY.LS oRt t • IsNM10ES ARE TO BE ,CONSTRUCTED ABOUT` - TIIiT PEY14ETER OF' THM3 POOL. UN EIB E B?S. UCH'WALL, T14 $I } CHA1t0E °SE HEL D HAC A M INI 0F U)1. 1(QRRXZONTAL DYST C A,teC $ I .' ; 'fag . FACE OF 1'€is 'POOL AS SHDit84 l ',.: - % '3. NAT RIALS : - . . . " »' 43> a . I4 Nx - P C MINT' S >IEALL•, 88 TYP$ 1 Co RMX • . •TO ASl1 .SPECLFICA'rION: 0 7 ) ' h ' ' b T . ;1�NE. AsGREA0ATTs^ `, SHAL 15 .CON4 i'ST'. OP: NA'PUM3AL SAND H1lVIN ': HARD AND D R.1$ :E P , ;4".I C 1.'r N471 HOTiE 2`tt)w it. COM'1.AM4L) , 2ON. ,,..0.. H . ER- S,IALL Brn CLEAN AND r Tp,DRINK . d.. IMO -.ST 80 4 F . SHAf,T+ B)ti` _ S sXCT' D EL .G COb1F RUI 0 AS S i' . XRI RRG4 . t'�S.4y'`t,11'Pg ' M1END D AND..SH B HXG Bo b D Ma ..: !' : cc SO OOO M� @ . .' 4. aUN IT '.14 [ t UN :fiE 9F ,ATTAIN �'1N U L'PIIiM E 28 DAY ,, Silit, H : ,O60 , prc13. Fa 460 4,131.. 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I I I I I I ' I i I 6 /4e11444**1 CM 1 5 .._r .° ` 8 , .., : 9 10 r:,. 11 11 I '13 t 14 15 1111141 Ii11Iiliiti MI 1111 1 1 1 1 1 1 1 1 ; 11111111111111 l i t ) 111111111 i i i i l i i i i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i i i l i i i i iiiilII II ...`.e.,..,..,._.._..�.,. _.�.. .,,....^"_f.,,,..._.r... ... .:.,.'..tea_,. .t,.... 1 :. I e-17 • The Cheney /Page Architects 303 Vera Street, Mount Vernon, WA 98273, April 29, 1986 Ms. Bridget Smith Mahan & Smith 1411 4th Ave., Suite 830 Seattle, WA 98101 Telephone (206) 336.5771 RE: Nendels - Plan Review 86 -T.04. Dear Ms. Smith: Enclosed are two copies of drawing R -23, Revised Handicap Parking, in response to your comments of 4- 28 -86. The structural calculations you . have requested are being delivered today under separate cover directly from Ben Wilson's office, our structural engineer for this project. As previously indicated, compliance with section 3314 for exit signs will be submitted by the electrical contractor, and the OTTV calculations will be submitted by the mechanical contractor. Sincerely,. Mary Louise Rust. MLR:dsm CC: Norm Bray, City of Tukwila Enclosures Mahan &Snt ith,tnc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (2061 624.8150 (2061 624.4488 April 21, 1986 =1� The Cheney /Page Architects 303 Vera Street Mount Vernon, Washington 98273 APR 2 21986 CITY OF UJK WILA PLANNING DEPT, Regarding: Plan Review 86 -T -04 (Nendel's Restaurant) Dear Mr. Cheney, We have received plans and calculations on the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. Call out support for 6x12 beam at Grid 1, Sheet 6. 2. Detail 8 -9/7, show shear wall and adequate connection to transfer shear. 3. Show the drag strut connection at Grid L/4 to take load from high roof brace in the east /west direction. 4. Section 3/8, show shear wall & connection to transfer shear. 5. Section 1/8 shows inadequate welds. Refer to Table 27 -E -1. 6. For retaining wall design, if there is the possibility of water saturated soil, use water plus soil for the worst case, not just water. Ordinance 1. Door 10 is in violation of Section 3305(d). 2. Provide width dimension of northwest stair from the lounge. 3. Show compliance with Section 3401 for the skylights. 4. Show compliance with Section 3314 for exit signs. 5. The exterior wall to the office, between Grids 1.& 1.9 is in violation of Section 505(e) and 5 -A. Two hour construction is needed less that 5' & openings must be protected less than 10'. . Changing the exterior wall rating and door rating of the existing building complies with the code. These changes, however, need to be made in the permanent documents for the existing building. Regulations for Barrier Free Facilities 1. Curb cut is in violation of Section 7503(c) for location. 2. The length of the stall is inadequate. 20' -0" is needed. 3. An inadequate dimension is shown for clearance under the lay. 4. Provide the lower edge height of the mirror. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Tom Hill City of Tukwila 6230 Southcenter.Blvd Tukwila, Washington 98188 r-- 1311A Mahan &Smith,inc. CITY OF TUKWILA Building Divisio 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 -7 k o be done /5-b70/ Describe work BUILDING PERMIT APPLICATION (Please Print) --15:7-0C/411(74 Ai --- /Y e Site Addres 45,7-2474 I'/ Suite # Tenant Assessors Account # / Valuation of Constructiori 9/.3, OOV Building Use . Grading: Fill cubic yards Cut cubic yards Control # VP-M5 Valuation 0600 Plan Check Fee '189°-° Receipt # p818 " "; r &'C i C34. Type of Construction, 1{a.1 t Occ. Group Owner e,/I2LG,5 /clk'J G4 cl)47 Phone # „Zs' e) 2S2- I s--73 Address y -2,g-e, c Garr -r- G45s4 • Zip 9 Applicant 774E:7. Address ? 7-3 Re/ c- A/6- Phone # .2 3-2 / S 3 Fira. % Zip ' 7) ! Architect /Engineer c-22:74e. A« y -- / - /= Phone # '.0..3C - ■^ '7 7/ Address .., .3 %// 5-1, ha •/! . fLitic.N Zip c7 T.2 7 Contractor 7%c C ,y .KG. > (4 License #ij A. /a' 2 n/ 4 / Phone # /84 - $-- Address �� c„' 9O / Zi p l_! . . - _ - .l I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) (print name) /; E ,t Contact Person (please Print) (8/85) Date y// rL Phone # �,2 -- / r c5P 3