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Permit 4712 - D T & C Partnerships - Office
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT PERMIT # 61/7 / 1.2 Control # 87 -082 (513) Work to be done New Office Building Site Address 14601 Interurban Avenue S. Suite # =If D T & C Building Use Office Assessors Acc 336590 - 1370 -04 Property Owner 0 T & C Partnership Phone # 767 -6250 Address 5960 6th Avenue S. P.O. Box 81247, Seattle Zip 98108 Contractor Westwood Corp Phone # 251 -0638 Address 7611 S. 180th St. Kent 1 Z'p 98032 FOR BUILDING PERMIT ONLY S q • Warehouse Retail Other Occ. Load 1st F1, 2nd Fl. 3rd F1. Total Fire Protectionk&I Sprinklers [] Detectors Zoning C -2 Type of Construction V -1HR TOTAL u Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. 2nd Fl. other other Total Valuation of Construction $ 423,571 Bldg. Permit Fee Receipt #M_ $ 953.00 Plan Check Fee Receipt # $ 619.00 Demolition Receipt # $ Surcharges Receipt # $ 16.50 Other Receipt # $ Other Receipt # $ $ 1,588.50 Special Conditions FOR SIGN PERMIT ONLY [j Permanent [] Temporary [( Single Face J Double Face [] Wall Mounted J Free Standing [J Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions 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 IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXA NED TH1 AP LICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYP OF WO WILL BE Cs D WITH E R SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR L TW AROVIS i�' ANY IJ STATE OR LOCAL LAW REGULATING CONST UCj1ON 0IYTHE PERFORMANCE OF CONSTRUCTION. Signed_ Date LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) 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 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 (signature) Date • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT • PERMIT #` L'! 7/12 Control # 87 -08? (513) Work to be done New Office Building Site Address 14601 Interurban Avenue �. Suite # Tenant 0 T & C Building Use Office Assessors Account # 336590- 1370 -04 Property Owner () T & C Partnership Phone # 767 -6250 Address 5960 6th Avenue S. P.O. Box 81247, Seattle Zip 98108 Contractor Westwood Corp Phone # 251 -0638 Address 7611 S. 180th St. Kent j� Zjp 98032 FOR BUILDING PERMIT ONLY , Approvpd for Ic suance bv: �hee., S q • Warehouse Retail Other Occ. Load 1st Fl. 2nd F1. 3rd F1. Total Fire Protection Sprinklers j Detectors • Zon.i:n'g. ,tL - 1 Type . of :Ctnstr•uct:9 on... V -1HR-: Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 423,571 Bldg. Permit Fee Receipt # $ 953.00 Plan Check Fee Receipt # $ 619.00 Demolition Receipt #__ $ Surcharges Receipt # $ 16.50 Other Receipt # $ Other Rece.ipt;# $ -TOTAL $- 1;5813.50 FOR SIGN PERMIT ONLY 0 Permanent C1 Temporary [] Single Face J Double Face J Wall Mounted ['Free Standing J Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions 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 FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXA '6ED THIS AP' !CATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYP OF WO WILL BE C' d D WITH E fR SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR_/ faAp L T PROVISI' �f ANY STATE OR LOCAL LAW REGULATING CONSTRUCION 0' PERFORMANCE OF CONSTRUCTION. �1�7/ Date 5/ 01 igned�j' '� LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature)•' OWNER - BUILDER. DECLARATION ( ) 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. ( )'1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date (',U$7 -'fl CITY OF TUKWILA Building Division 6200 Boulevard (206) 433 -1849 Type of Inspec on `77L ._L14 Site Address /1;,8;o,/ Ae, .So. Requestor Special Instructions INSPECT 7N RECORD ,r PERMIT # y % /... Date // - U - Date Wanted a.m. p.m. Project DT if Phone # )L9-0'a^ Inspection Results /Comments: Inspector _47 Date /,,2/07 CITY OF TUKWILA Building Division 6200 Tukwila,ltWashington u198188 (206) 433 -1849 Type of Inspection /"ve h I Site Address /96 d/ ::://reaw-kw-, So . Requestor R90l 52`eei _s Special Instructions INSPEC '1N RECORD PERMIT # 4/7/2 Date //207 Date Wanted //..25/87 Project , ?)t*c. Phone # u'aai�P r ;: eyt�raz:' p.m. InspectionResults /Comments: 0 .ei(1. i i! edy, .? �Z " 44 �� _ >�' , �2 iQ . <t / , /1) _e !zr / .� . i e Date ///2 1)//07 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection (4 (1 • INSPECT(1N RECORD PERMIT # cl / Date Site Address Requestor Special Instructions ,g t-6 Date Wanted /6 - 3 7 p.m. Project 7) "1—.4 Phone # t 7c.2 Inspection esults/Comments: .oe. ed ../ -e 4' ,.?"1ce>; ALP' ig Inspector Date g> CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor INSPEC1( )N RECORD PERMIT #y7 /� Date / y 0 / 1 ... r4-d' ellaug /0 g —k7 Date Wanted lr-t'. /o .m. S Project 7`Q/ N� Phone # 7.2 C Special Instructions Inspection Results /Comments: (,. @ kS' .- 7/Ze_.r / . e - / ,ecefr Ifi: Act( .. �/A1 .At(.te-vc,� / ? 479 /f' 7 creel cc. Inspector 04, 4%9 Date m/07 • CITY OF TUKWILA j INSPEC ON RECORD Building Division " Tukwila, Washington � k,t u1 (206) 433 -1849 C PERMIT # 7 7/Z Date V-7-87 ye- Type of Inspection 6-141_0-7- Date Wanted v —g a.m p.m. Site Address /' io O/ vi,141-.,0 j2,,r'b ( (,, Project par \L C Requestor 2a i_t_ ..671W1 'fL4 Phone # c./// 67 .;, Special Instructions Inspection Results /Comments: ate Inspector 07e1544A._ Date /(2 /0 7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection etc% Site Address Requestor /zip 8 INSPECTfN RECORD PERMIT # J/ Date //, 7 Date Wanted /a /. Project J -" - Phone # 3 p.m. Special Instructions Inspection Results /Comments: % ���c.) �, —r e a-b ' Inspector /�0 d 2 ' Date /0/P7 CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 wr PJ INSPEC rON RECORD PERMIT # C/7/ Date Type of Inspection 141Qb(.(11n- Date Wanted /0--/---57 a.m. p.m. Site Address Pi(o07 f� ij,[�e'�,1� —_ Project V27 tr Requestor Phone # Special Instructions ada�/7 G��C�- �/JG` ..f • Inspection Results/Comments: (( /o %t,/ c �2a l 621. 4&e � /0 .21 /Di; /Oki U5 Q OS /CJ 2U /e ' // tS�. Inspector Date /eV/�' CITY OF TUKWILA Building Division Tukwila,,tWashingtonu198188 (206) 433 -1849 ....._......_...._._,....-,._........__._....._.._......«._..«. ...................._....._.......... .........«,.....,�......�.w�.�. ,... tier.. ro,.,...,. tu. uw:. sse.:; xxre�lis; i ;w'4�'S.�`R;SFY`4k�fPb�i"i!i.9; .. Type of Inspection Gc�ie /Vaa.iy Site Address HO/ -1-he- -vA -4a$1 Requestor Special Instructions INSPEC'ON RECORD PERMIT # 7/2 Date F/30/87? Date Wanted `x/,30,2 a.m. /g/e. So , Project ,12 T k! 9/4 Phone # Inspection Results /Comments: j n 69-1p.17,21,(441 6 /9-7 -4 e.e.-31..e?P-,-.7-Oil et/ 7-0ei "0:0Y, 0 4. 1 e r? Inspector Date 9/,�c ' 2% 17nrwia. �n+ �. wve�wns. n�. rw...+.N.+,,.. w.. �.+...,:. �.. w..-........ ww: rr.:. w, w�,». v. ww,. �«. �. w, w,. w.... wm.. �. L....... �w..w,«. w.,...«.. �. w-.. a,..... ....,. «....w+..w.wm•vswv.uaawny . ut- van�a�!' Lqel kf8 l4o,�:ri�:n;4'O�GP�..%Y�iG`:l£ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT 'N RECORD PERMIT # La oL Date Q-023-87 Type of Inspection FY' /.. /7 Date Wanted 9— c2t/ --$7 p.m. Site Address /L/(PO/ Project 497W, Requestor Phone # 01(//—t0/7242 Special Instructions Inspection Results /Comments: .+�P Cl £ —12e—(, - ;7 Date ?/2y g7 Permit No / Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 9/-21/;),c ✓'' latt Job Address //o/ ,�7Z i�,= ��.�7,r.�r r �`r.. o, CORRECTION NOTICE The following items are found to be in violation of Ordinance • 1 /11 1 / '1 i ro and shall be corrected. 4.) 1249f -mPc9 (7 ..a./ I n "_-' j / n / P1 )2 e! 5 `t7z9 £2 e r 7"l"b�� . Frraa"C'1. 1 v_ // -•r /14'17;6: -1.,� 411 L Signed 7205141. Building Official/In erector CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection hYd/1-7/iy Site Address /we, e / re k. Requestor.,�c..� Special Instructions INSPECrON RECORD PERMIT # 4/7/(22 Date f7a /07 Date Wanted 9 .�e7 Project (7) Y- Phone # 726 a.m. p.m. Inspection Results /Comments: ��r i1iLl -s q �j 41-v1 ee-71 f Y" 3 04 Inspector nom, ,a<� Date . e.,., n.,.,,:,: reAl. n. a>.,.:AKrsW.,......,.,»..,.,.,:.,..»: ,.-,. �o„e,o..,,.<,....... �...,. �...,„ w��w.: �.,....,...-:.,,< r., ..- .�..�r- ,.r..ak�:e:rr��^�trw CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address / `/6 0/ Requestor Special Instructions 62,60 INSPECT rN RECORD PERMIT Date Date Wanted (A ),67/ 9/'3/x7 a.m. p.m. Project 7)7 c! a, Phone # 7.7 G Insertion Results /Comments: Cis, t` .x.6.2, . e; alk; Inspector Date 7/-1/x7 VettitiM40011,re,,,,,, pro CITY OF TUKWILA @uilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPEC ,ON RECORD PERMIT # 117/0 40.424/),az Date Date Wanted 91,x, g Project ,e Itzeg Phone # Inspection Results /Comments: Inspector Date OFF;2 .rti'�uhtrriur' . CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspectionrt- -��-c� INSPECT-0N RECORD PERMIT # 4/7/-2- Site Address /pc?/ Date V&VP 7 Date Wanted 74 /0 a.m. p.m. Project , D ➢'-c Requestor Phone # Special Instructions Inspection Results /Comments: -ee,, ..e t1 .cam-/, /.. y d�wi 1.-( em s. Ad-re / A4. /os r 1.0 -r-e. z-y1 / 1 %. .. ,i y1-2a.._p -ig i. 1. /aC [91401 r / 64 .. r...e. .1-e- u1.1 ?= r- -3.)1, / 7 ' MM , /' y lie,/ „t. io-n c.47_0. 4i . /0 9 2c.„2 ,0 v-„ o *reee►T4 " i.,/de w., ,d-At-1 ,e,,,,P.M. £. //o •, 44 . /// -, ia;y et � - i4u.n,• Aerm,'4i /3/ 4, 4 , / /ZBe 1/3 ..-44.1 Jfai -0) 4/1 -2' 4 . //14 6te i, / /S' 4," .4 ` ►,, 2 ds,...tie ,, / , / (,. ; , 4, c.49,40.41— Act -k oL`it° Inspector Date il' : r.:s , CITY OF TUKWILA Building Division 6200 wilds Washinatonu198188 (206) 433 -1849 INSPEC1VN RECORD PERMIT # u2/,2 Date Type of Inspection Ca a. - E eiL/(Y 1,W Site Address )4/49/V Requestor A91/1, s Special Instructions -Er7rrDY✓eLC.J Date Wanted Q- -$'% Project Phone # 142/7672 Inspection Results /Comments: Ok t �4 (le-4 c.(, ¢.r_ P inspector Date 9//�/�7 CITY OF TUKWILA (Wilding Division 6200 Tukwila, t W * Boulevard shincton98188 (206) 433 -1849 INSPECT!N RECORD PERMIT # «7 /,Z Date %///S/e7 Type of Inspection - -7.d,..z,z i;y Date Wanted / /�'% a.m.��:�" Site Address /� /o/ mac_ " tc4�/�- Project (-1) °r --e_. ,,�, ee , Requestor Phone # yam / -47;26 Special Instructions Inspection Results /Comments: Inspector ,4%''l A&;;;;" Date F/ Y7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ��ux} }MC}8'91st.1 "3^ #75t%2b'LkYuG1:?iUki INSPECTfl N RECORD PERMIT # 1-/-7 R Date 7 f /r/ 77 Type of Inspection � �/. di • 11 Date Wanted /07 Site Address /L /(, G T :yIxvhd r, up 5' Project V;T" C. Requestor U. ! Phone # di-4 1 lo 7g Special Instructions a.m. .m. Inspection Results /Comments: �"�'L = -v�. -, ��, , -%z" .„ e. - -et/ --e-2- e -,� ,7� Inspector fi0-1 Date sa�n�s��.b•., CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ex;Y:rnttt•m;vaNI:,:1'7A1 xege :N /N,'lraVNZ.4,','yNd",8 /APti t' INSPECTN RECORD PERMIT # 4/71 9/07 Type of Inspection /Vd / /m. /4oF Date Wanted ? /e /F% Site Address /9'60/ ,"hz"evvv -4a i ,4k' 410Sc9, Project T X-C. Requestor f�du/ SG °vie --hs Phone # a �// 6 7a 6 Special Instructions Date 713o p.m. Inspection Results /Co //mmm__ents:/� /41_,,1 of, U r�y r .l Y�J4, uet .L.�ti.��-G�(.•C -CCGf . A Date 9707 CITY OF TUKWILA Building Division 6200 Tukwila, tWashington ul98188 (206) 433 -1849 INSPE9" 3N RECORD 471-c).- )-1g--/ Date Wanted Project Phone # PERMIT # Date Type of Inspection �1L' —KSIDIgYm Site Address I LJ -0+ 74/A..._ Lt.V01,11 "f ,5; . Requestor ?(-41(4)1 fru-C.-frIA .m. 1- ((:)-7,.67 Special Instructions Inspection Results /Comments: )41„0/, Inspector Date JA/A7,�' CITY OF TUKWILA Building Division 6200 Tukwila,,tWashinotonul98188 (206) 433 -1849 INSPECT )N4 RECORD PERMIT # (-(7/Z Date Type of Inspection iQ., aiolfoLa -ioL Site Address l k/50 / ./ j7. 2( )( J Requestor PaAAL 5/-- '-{,41 ,._)_� Special Instructions Date Wantedt= Project i4-C Phone # a Li j / Inspection Results/Comments: id 44o/ ( )J'6ue_ ►^Oo -� iiG ;1;4 11 at eiDupe a a.s s1,,`1�rs u e ! C It (rt 6! f auto Inspector ti`s Date �-c3- U 7 CITY OF TUKWILA Building Division 6200 Tukwila, Washingtonu198188 (206) 433 -1849 Type of Inspection, Site Address /4/6c)/ Requestor Special Instructions .......- .,.,.,.,u,.. _w M.rn..a�7, n: trtet^s^:Yt>:S!.;'tiw`".'aS•?:tis ;hates INSPECTION RECORD PERMIT # `7/2' Date Vo-6 1 ,r` r / 1 ie.wt.G -a41 �L`: Date Wanted J , Project D7'of o� Phone # 2q/f— 7,,,c Inspection Results /Comments: Inspector ld ) Date ?/ '/1 CITY OF TUKWILA Building Division Boulevard (206) 433 -1849 Type of Inspection .D514 CAee ( Site Address /4'(v o/ vd a i ,r' Requestor INSPEC MOON RECORD PERMIT # V7 /.z Date �,M/1?7 Date Wanted 007 So Project 07-10-C.... Phone # Special Instructions � .4� /..4764-6' .476 -6' Inspection Results /Comments: f .�, Inspector � Date S / /07 CITY OF TUKWILA Building Division Tukwila,,tWashinatonu198188 (206) 433 -1849 Type of Inspection S. /0' /ovi-- .w..,w...,�.....�. �........,w -. ,„„...«,.�,....... ,.. <. nRY.r,..u.�5a� n+%.s > :kr:�S °n!.',':':L; s�� on.V. ? ?` 1,11:1. i.4 INSPECrON RECORD PERMIT # //7/2 Date y�y /g7 Date Wanted .m, Site Address /We,/ �TAi rpvL/A —ice4,0 ,4 , So ' Project 3 7'-C Requestor Phone # Special Instructions Inspection Results /Comments: / v, ti,,,�,.s �� �/ ?,4 A wz,/-e J1. y6ta,�- e�.e�.C� 1 Inspector Date 0/72 CITY OF TUKWILA Suilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address L/60 1 Requestor Special Instructions ,j21eirrie l YY.i'1: j�.f r��,F�irtyYf w'�:h n�FYf� ._�'.k'.�.�5°''•.x:�2fii�:: ¢f+'YGN� l• INSPEC rON RECORD PERMIT # 47 /a Date /b,A Date Wanted lJ"g —�, Project 1) T " (' Phone # c� ✓� ��t Q .m. Inspection Results /Comments: 6 ,"„le /1 �t_ � • Tnsnector /// t414'i Date .V,4 /r CITY OF TUKWILA Building Division Tukwila,,tWashingtonu198188 (206) 433 -1849 .1 INSPECT-40N RECORD PERMIT # 47) Date 4 /`?7 ef :e ae Type of Inspection OXa go, Date Wanted 7/V)/97 a.m. .m. Site Address /y /a( . --n i 'r ch Au-e- Project DT, 4- C Requestor at.�.�� Phone # a2.4 I -- G %7� Special Instructions Pot-Cr ''C Itat..eLed 4r ?'iHT -------------------------------------------------------------------------------------------- - - - - -- Inspection Results /Comments: Date 7/..2//, 7 tialiftmusma ..u�.+.,.. � �.n.+tra.. w,rww+wnr+..a.>wew . n. W svvw�.iraw.NMalw r. M uNUw.n2Mp��. -gym( CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 1VYet RWAIWMf#eL t riAl 1�/. tl YSNX1. 1x. A. YNw+IwAi4LYle7Flt1415:)d)!'{.', }.'I 'k fii..R,.l. "•\7.'?k<n.'' ..'!P �? SY4t�:'1 � iFf ik".'.�:'wt3155 °., Yi'A� i..'.'. • INSPEC',O,ON RECORD PERMIT # "/ 7PZ- Date /-110 17 Type of Inspection 1 ,,! .. % 4(.41 �.L./: ijiMre Wanted 717—s 7 Site Address / (p C/ / , ' ( Project 074-6 o d e Requestor ar(,a .6X Phone # d2 61 / -/, 7Z Special Instructions i aL_J b 6721 Inspection Results /Comments: Inspector j'At Date ' �/7 igastiv,o;ca,4a 4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC 2N RECORD PERMIT # 47/ % /,�, Date "1- — g 7 ccf 1,' eh), elk Date Wanted L1J / 7�fA7 Project 7-4 A""' ""`-'I Phone # :P Yl— 6 7 ,94. Type of Inspection Site Address /4&' 0 / 1 m ctiz,ir -a- Requestor S��Jrx� p.m. Special Instructions i /L • .46( L - 7 v 7 i �1 ,.oet., x i Inspection Results /Comments: I —tee ,4 —n e't 4 ,' 3 0 ,1./71, Inspector Date '7/ /i� CITY OF TUKWILA 'Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ,4e r er ye.4.s>„,c)e.- Site Address /y,5'9/ Requestor Special Instructions INSPEC '',ON RECORD PERMIT # y7 /,2 -4'7 2 * %3± Date / /i0i1 Date Wanted 007 Project 0 r4-C. Phone # .z ; & a.m. Inspection Results /Comments: %%1n_?°. Inspector Date //77/7? RO. H. NtilUVIJISL E ° bUMMD ©o9 200 - 112th Avenue N.E. Bellevue, Washington 98004 (206) 455 -9616 June 19, 1987 Ms. Becky Kent City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Dear Becky: This letter will serve as our request of the City of Tukwila to correct some information shown on the building permits and inspection cards for our Interurban Avenue South projects. This is important to us because the two projects are independently owned and financed and the lender will require correct evidence of publication of building permits for each project. The permits and inspection cards should read as follows: 1. DT &C Building - 14601 Interurban Ave. South, Tukwila, Wa. 98168 Owners: - DT &C Partnership P.O. Box 81247 Seattle, Wa. 98108 2. SIX STAR Building - 14501 Interurban Ave. South, Tukwila, Wa. 98168. Owners: - SIX STAR Partnership. 1024 South Bailey Street Seattle, Wa. 98108 We are planning to close on the two construction loans on Wednesday, June 24th and would therefore appreciate the corrected materials before then, for the lenders review. I would be happy to pick them up in person in order to save time. Thank you in advance, Sincergly, Mark A. Sandler M.N. Sandler & Associates, Inc. - Projects Developer MAS:ss Real Estate Development — Financing — Investments Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (208) 624.8150 June 8, 1987. L__11pl Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04B (6 Star Retaining Wall) 1 1 Dear Mr. Griffin, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. All our comments have been answered satisfactorily. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard Kinney 5220 Highland Drive Bellevue, Washington 98006 Mahan&DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 June 3, 1987 S Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04B (6 Star Retaining Wall) Dear Mr. Griffin, L. T S1- AP ?LlEcp We have received plans and calculations for the proposed project and have reviewed the foundation for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and or drawings. 1. Geotechnical engineer must submit, in writing, what is meant in the soils report which states "75 pcf active pressure is an ultimate value and an appropriate factor of safety must be included in the structural design of this permanent wall." Should a higher active pressure be used in the design of the wall? Should the allowable passive resistance pressure be reduced? 2. Geotechnical engineer shall submit a statement confirming his review of the soldier pile wall design to assure consistent interpretation of soil values given in soils report. 3. Specify on drawings that full length of pile embedment has been assumed to be in sandstone and that the engineer should be contacted for possible redesign if other conditions are found. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard Kinney 5220 Highland Drive Bellevue, Washington 98006 fIM EP2 O N 15J • .JUN -9 19871 crry OF T6-1.<,LA PLANNING DEPT. May 27, 1987 Duane Griffin City of Tukwila Re: 87 -R -04 Page two 7. Provide design of perimeter grade beams at shear wall locations. Include 2nd floor and roof loads in beam calculation. 8. Lateral calculations show a shear wall schedule on Sheet L -5. Show schedule and locate shear wall types on drawings. 9. Shear wall holddown designed on calculation Sheet L4 is for 16' long shear wall on west side of building. Provide similar calculations for all other shear walls including interior shear walls. 10. Provide holddowns at outside ends of interior second floor shear walls. Column loads do not appear to be sufficient to resist uplift. 11. Note in structural notes that wood truss joist shall be sized and detailed to fit the dimensions and loads indicated on the plans. Structural calculations shall be sealed by a structural engineer, licensed in the State of Washington. Submit shop drawings to the engineer and building department for review prior to fabrication. Specify on drawings all superimposed live and dead loads truss designer must design for. 12. Provide calculations for two span continuous floor beams. Floor beam spans are in excess of 20' designed for in calculations. Revise calculations for actual beam spans. Show if beam web stiffeners are required over columns. 13. On Section 6/S2 and 9/S2, show connection of exterior glu-lam beam to W21. 14. Show connection of angular shear walls to floor above. 15. On second floor plan call out of steel column is missing on south side of interior beam at stair wall. At east projection of building steel beam must extend to south exterior wall, this is not obvious on drawings. 16. Show attachment of roof diaphragm to 2nd floor shear walls to transfer 636 plf per calculation Sheet L -5. Lateral soldier pile wall. 1. List basic design criteria in general notes. 2. Geotechnical engineer must verify what is meant in the report which states "75 pcf active pressure is an ultimate value and an appropriate factor of safety must be included in the structural design of this Mahan &DeSalvo May 27, 1987 Duane Griffin. City of Tukwila Re: 87 -R -04 Page three permanent wall." Should a higher active pressure be used in the design of the wall? Should the allowable passive resistance pressure be reduced? 3. Geotechnical engineer shall review design of soldier pile wall to assure consistent interpretation of soil values given in soils report. 4. Soils report specifies a passive lateral pressure value for piles embedded in the dense sandstone. A value for embedment above the dense sandstone must be given and used in the wall design since sandstone is not located at pile embedments shown on drawings. Please call if you have any questions. Sincerely, MAHAN & DESALVO 5 Bridget Smith cc: Howard Kinney 5220:Highland Drive Bellevue, Washington 98006 MahandiDeSalvo. CITY OF TUKWILA Building Division BUt. ZING PERMIT APPLIC TION &2Q0 Southcenter Boulevard Tukwila, Washington 98188 (106) 433 -1845 Site Address t-- - &-c-crcK t l..-r1�A0tiS3rt10 Ave 5 Suite# Project Name /Tenant S IBC S TA(Z 'O LDL N tr /-kNiD vy Valuation of Construction$3 ei0 0 0 Assessors Account# Property Owner D ('mot- G PA,. cs(L. kt. Phone Address Control # S7-lu1 Floor# S�Sr fr Applicant Address p O. Qo Sc2 47 S1=n<- -r-rL, I LJA-. S Ati L a- � (�sso �• (ter Phone 4s'S -ct (Qt fo too t it 61 At 03 t4. E, Qc- L- L_ vt)G (/J Zip f3oo4- Phone 4.,53- I b b- Zip 9 S t oS Architect /Engineer Hd,.1)1N23 A, I<ANI-usci AN Address Zoo t t2 Vc \�. �, �✓EL_L_tvvt� U��• Contractor .tpe D c3 M Cp s-r, Co ,, (�o Li cense# D °Kt ALL —331 Q Q Zip 9E3004- Phone 838 -14oZ Address P o cloy. (,(39 ��QeaAL' )A-t ( �11A Zip 9)21661-4139 Class of Work: 0 New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition (Other Describe work to be done C.oN OF ReTA►1JLNr, (VA LL. Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building Square footage of tenant space Building Use Will there be a change of use? ❑ Yes ❑ No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes 1 No If yes, explain R o -re 1 -7-46' o-L t_p t W- ' I G L_ (3a I RO -r e c. E� A U L v M t'-r, G S p Q. I N K i?,Q, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION T% DO THIS WORK. Applicant /Authorized Agent (signature)/ (print name) P iz. -tItu i EL Contact Person (please print) (A-2 --r1 N CA- iv pt-e(L Date Phone 4S`5 -- 44,./ 67(5(8? FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other *New construction only OFFICE USE ONLY (000/322.100) $ 337,[70 Receipt# 78'z— Date Paid G (000/345.830) /q, (JO Receipt# 73gQ Date Paid (000/386.904) 1.50 Receipt# '7 ''s 2 � — Date Paid 6.1.1 (000/386.907) Receipt# Date Paid ( ) Receipt# Date Paid 5574'0 (OWES: $ 338,50 ) TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION FLOOR USE /Occ Type SQ.FT. occ LOAD USE /Occ Type Square Footage of Entirq Building: Occ OCc SQ.FT. ,LOAD USE /Occ Tvo SOFT. OAII SQ.FT TOTAL TOTAL OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT COMMEN BLDG s(3R; FIRE Approved for Issuance Type of Const. To Mahan: )5 -(p -S'7 Date Approved: Approved (nitials Per letter dated Fire Protection: ❑ Sprinklers ❑ Detectors PLNG Approved (Initials) []BAR ❑ LAND USE /SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initial Per letter /plans dated Li- -81 .,.........- • ti • CITY Of TUKWILA Building Division Southcenter (206) 433 -1849 Type of Inspection h--7,;6,.. f'ei Site Address /5!6-12/ 1.0Y, INSPE )ON RECORD PERMIT # +7/-2 -V76.2 - S1763 Date 4fr:44 1 Date Wanted 047 Project 0 710.-C_ Requestor Phone # Special Instructions .z a.m. Inspection Results/Co mment s: )2,-j" /?(:7',/..':,./....,...,/, � % „. ,r ` ,/, +1 , s . 1(/: L.T- .�-1` (r.-, `” f � .,'71 -C: s,)-1 / ,, (. ( cf- ,- }LZ1%4-e_) -C ,--Pi !I { t'l4.'__.6 -t7. j'_. !' /L /ta �t/ �',�� %•.('6 , /l' 4tx6-. Kvvn, iic71' r4Mii.4' .t4 '//_6 /' �', ud •� :t ii t• -,c..• , :c t ,, 'i .S' 92G6Z LTr j ze- ,7iEs. i L , u4.�1.+Z6�i ,L li -foiL.'. t ty- /'12..s( . ^Zc -1 . /.,t ` ,,,Le— l --•7 f. ` N•'::'ii 4 C,Ci- -'7 4. -•t /1 . -'mil. %{ CL net ,.•P� ,t l'7 _ --,k L'a'f1%Rit't.`i': 2-1Lt? (4 :(L,+.i'.' -e. %r.' 7 !, _'/' `), "6_. t. J i Inspector A9/iy►'1, Date G 1/47A7j7 CITY OF TUKJVILA. Central Permit System 7,7;77r,r7,7 Control No. - 7 -7; v - Permit No. 1/17/Z- FINAL APPROVAL FORM ,/ TO: 0 Building 0 Planning O Public Works )0 Fire Dept. O Police O Parks/ Recreation Project Name /2, / Address /, A Type of Permit(s) ) 1_1 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. his ▪ project is NOT approved by this department; the following corrections are necessary: ""./ L..7 •'" I k, \ v , / (1..,,. .5- '7/-•,-7 P / ei 1/1 c :,/,/ .- - (.. /f f1 ) .:-.... /. ' r 0 1 ' •5 ..-2 ..... , ,-.. / ---' / •.-/ 1.2,•,— 1, I 7:2 Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 CITY OF TU &ILA Central Permit System Puc : /1-02(-1-?1-7 Wou.icL (,tire occt-LpaaL ref 6y7 FINAL APPROVAL FORM Control No. a/2-0e9- Permit No. L /`7/ TO: ❑ Building 2 Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name DT V- (. O1c.t-6 <_,�•Dt'1 1 L. /� 0 l 7: 7 �.�'[%�'h 6 Address Type of Permit(s) C, 7. 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 Sid /J a nature Or�'` 1/15/3/ Date This project is approved by this department: ,<% Authorised Signature /1/3-343 Date CPS Form 3 CITY OF TUKCILA Central Permit System .ontrol No. 89 0a0- Permit No. Lf. /2 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning 1g Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name (9TH- C ol,W » eI cki Address 1 '440/ Y AI,f Ai/AA/ au 4' Type of Permit(s) C. . c'?. 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 approved by this department: qek o� _ s��,... uW oiw'-r 1hsi q61441, it/zefiq I � Tu47 Author = ignat re Date CPS Form 3 J dam' gcoicY 9/C77S-7 Frei . P. Gri f2mA Lt. be lY1ee it w:\\A \r\ C Ii Qy I re 5 41 vi 1DT cF @ 1'1'1 Claw 6)a-J,,, r su/}- 0g Liuee -IMp k)ec ,i , - A r 1 Il1 %aut, /4d O rl•zrs QzchileciJ 51)14c ' / e ?k,Q.Qa" Jot scrp-yl_ c 14d rt . kete ec( col)owl.li � II- r fo %7e D vrde & c C2oL)eYi'�1 9/5.716-m WCla� Tee 're u. -1-('11 c is e X 101 S � 4o� Ctic Y /re said ,) hccc( M I145' lc %ec wider s ro-n ta cd'S 110,,v1 o & 4'5. -They �c 6 Y'ef Pyodu c+ . kok..0 0.-11 c.r I i e_ +0 el- k tefier 4144 fy k-k`esYV re s HI ) e h Ctc o� Y U ect i-V 111 s 0 024 /'� amd dia.+ c c ims'f�l�e a I . , c,1sU ue.►lecC o eA.r � kQ ��-� y re� I � rc11���G1 iv�d�ccA-1t � his oR -ricM U 4h15 col( sy1<e -• wait eckz.frri LIggier1'a come) e) eouoted dup ? brn- Q41icr/ys izi - rc�xl/ do* � Q r��l �l/s �re.wc i5 mod/ a5 5 L»7 c1 2e 'flail/15 € r� f h r r ue J � t>L /a1 ewk f l�ch;,lect /�td�ncei'a his QtnoroAk 5Wf ey,m ivncti- was acl-LAil k( we i, arc( haw ►+ c).m ,1. 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I (44 io gt ea; RE: TELEPHONE MEMO / 0 / e L141 /'a- # y7 /2 PERSON CONTACTED: PERSON CALLING: A/Sie// geily DATE: V/ 0/P7 INFORMATION ITEMS: 7'.50 4. 144. 091 MeeZt' ' t de �- Job rt .e , y(o 4"n tekov,6 ah /cle. 5o . / D /^ e s a Z" rs r 2-he ,' i eeZ ' -y tt / SG Pv e-s-r s Sc��►eG r i� r �e►- ZJ C' Li di- / S eve h scrAi f c ,JJd i aferr/ /'O41674- eP h n e y ,4 ch,'b t' ZT) /H6P 5-,2KQ/ 4; Din -91 - J fWdfr / h Sa /ek ,ocvh Lei- (7/Lti roe /flj SL- v why / >ee� /ed4.> L , / 7/ /ez- -p` ZD 2`4e ou n e -s A/1 e_66-- dne c`;k Z"P-vc t"vk-eR/ iz-�4is Z'tidt� (levy ',P27e A",(9,-/-7 z'!e o -, ,h a/ I /d-ri s, "m4/ / 9/2127 .LJ sc`•i- Seve -4i e S�hvc Z'o ka / f../5( J. Jed et/1'51'6,n r% e se-u .i i reins. Ties rAdytf6$ 1e2 II be iZ'teal e.rr- -4 .1- coy /opened �y cm- al-t- de/ce/ co Pvi`Sed / /ate S /YG'c e G /Y/` lfe1hr Cy, Glee /ocazlow eAd -n/es ,e/4 fa n OP- and e-/ `? /I10 Gt/ €914 S Zr) 6y //' /14n S Div C 270 c?4Ae.,5rj / v! // sc-4 e a Ply 5- 61.- C 1 7 ( 1 c : 7 ( / re ill .5 / h Z. r s //7c//, n:21/10_7' v 1 / 1 0 _ dfra / / / S y 5c i `bJ42, iie il/a0e e, rier-ot „1-Lety K M Maw Associates Consulting Engineers September 22, 1987 Martin Sandler 200 - 112th NE #206 Bellevue, Washington 98004 RE: D T & C Building Dear Martin: 86100 Per our phone conversation with Charlie Swenson, you and myself yesterday, it will be structuraly satisfactory to apply an additional layer of wafer board on each side of the existing shear wall that has plywood on both sides; additional wafer board on the other side of the shear wall which presently has 1 layer. All these wafer boards that we apply should be placed with 8 foot dimensions vertical and nailing per plan. All wafer board to be 7/16" or thicker. Sincerely, K.M. MAW ASSOCIATES Joe Maw JM /sc cc: Charlie Swenson flpebecci-).0-4 amid --"faiklij adcW,.orrial icotpy f k.)ai-cry 1jv« 7b vie ilivreAlQd 6y &E56)(tate 7;51,1, la 6 f-- ��r� ►'� I I?, q0,0 1a-rss ) po r/ 7-14610t. 941cr add: CITY OF TUKWILA APPROVED SEP231987 Rb MAW Central Building 810 Third Avenue Seattle, Washington 98104 206 - 624 -7146 KM Maw Associates Consulting Engineers September 21, 1987 Martin Sandler 200 — 112th NE 1206 Bellevue, Washington 98004 RE: D T & C Building Dear Martin: NigaaVa SEP2 21987 ierdi WESTWOOD CORP., KENT, WA 86100 Listed below are some of the structural differences I noticed during mysjob site visit on September 16, 1987: 1. Over nail ng of ,plywood shear Malls. I'%X su�pi�e/ d �o� Pfau) an h �'� e a�e ' /� Y i'« S'cr- *tcga,r) c1 fc� 6,R d 7 (-e[ i� c ite cl 2. Missing expansion bolts. 3. Shear plates missing at the compression ring and fitness problem of the glu —lam beams. 4. Over. cutting at the base of steel columns. Information needed from the contractor to produce corrective measures: 1. Inspection report from the testing lab on the splicing of the column, because it was short. 2. Literature on the expansion bolts. Sincerely, K.M. MAW ASSOCIATES Joe Maw JM /sc cc: Paul Stevens Charlie. Swenson Howard Kinney Norm Bray Central Building = 810 Third Avenue Seattle, Washington 98104 206 -624 -7146 K M Maw C..associates Consulting Engineers September 22, 1987 Martin Sandler 200 - 112th NE 1206 Bellevue, Washington 98004 RE: D T & C Building Dear Martin: 86100 Per our phone conversation with Charlie Swenson, you and myself yesterday, it will be structuraly satisfactory to apply an additional layer of wafer board on each side of the existing shear wall that has plywood on both sides; additional wafer board on the other side of the shear wall which presently has 1 layer. All these wafer boards that we apply should be placed with 8 foot dimensions vertical and nailing per plan. All wafer board to be 7/16" or thicker. Sincerely, K.M. MAW ASSOCIATES ',;?'/Zrojk,Vt/t) Joe. Maw JM /sc cc: Charlie Swenson ' :Central Buildin4. 810 Third Avenue Seattle, Washington 98104 208-624-7146 • 4. Y (• Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 April 10, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -01 (DT & C Offices) Dear Mr. Griffin, RECElVF CITY OF 'Ttr liitA APR 10 1987 SUIWING DE.Pr, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. We have redlined the drawings to indicate a 2' -0" wing wall at the trash and machine yard enclosures. We have also indicated an HD7 at gridline B. These changes are per a conversation with Joe Maw on 4/9. All our comments have been answered satisfactorily. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard A. Kinney 200 112th NE Bellevue, WA 98004 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624-8150 April 1, 1987 3110 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -01 (DT & C Offices) Dear Mr. Griffin, CITY OF TUwwit..' BUI OtNI3 OEM We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary drawings and /or calculations. Structural 1. S -W on A -2 is missmarked on the east side of the building between Grids B.& C. 2. Information to be called out in the structural notes: Special inspections of concrete, reinforcing and welding; specify passive resistance of soil; locate reinforcing in 8" wall; correct note "minimum pier capacity 25k ". 3. Detail 2 /S1 shows an inadequate embedment for the holddown anchor bolt. Shear wall Grid B is missing its HD7 callout. 4. Section cut 5/S2 on Grid B has been voided. Does Section 2 /S1 take its place? 5. Provide lateral stability design of North /South enclosure wall at machine and trash yard enclosures. 6. Calculate negative moment in grade beam over interior pile cap shown on calculation Sheet Cl. 7. Show nailing of roof plywood to GLB over shear walls. 8. Clarify note "extend grade beam steel into wall" shown on Detail 2/S1. 9. Clarify pile loads on plan. 10T & 25T are called typical. Ordinance 1. Provide a smoke detector in corridor 123. 2. There appears to be a restriction of exit width due to personnel door 12B. April 1, 1987 Duane . Griffin City. of Tukwila Re: 87 -T -01 Page Two Regulations for Barrier Free. Facilities 1. The curb cut at the handicapped stall has blocked off the entrance walk. The top of the ramp is at the landscaped area; provide an adequate walkway. Washington State Energy Code 1. Drawings and calculations are in compliance. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard A. Kinney. 5220 Highland Drive Bellevue, Washington 98006 C: KM Maw Associates Consulting Engineers March 30, 1987 TRANSMITTAL TO Bridget Smith MAHAN & DESALVO FROM RE Joe Maw 0 T & C Building MAR 3 1 19871 • (. iT'i T1 PLAN3t NG DEPT. 86100 HEREWITH: Enclosed are 3 sets each of Si, S2 and S3 and a. set of calculations for your use. Per our conversation today, I am `also.enclosing a letter from the Soils Engineer stating that we can tie •the slab to the grade. beam and that will let us elimate the double piles system along the .grade beams. sc cc: Howard. Kinney Gary Lobdell Du`a ri e:'G r:i;f f i Central Building 810 Third Avenue Seattle,. Washington .98104 .206 - ,624 -7146 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433 -1800 Gary L. VanDusen, Mayor March 25, 1987 Mr. Martin Nu Ssandler.. M.N. Sandler J< Associates„ Inc. ?c ::) • 112th Ave. N,I 'Bellevue, WA 9E3004 RE; New Office l:'uiidi.-tc::) for -r L). v; 0 Partnership at L44'..)) b..:c:k: of litter- urban Ave. South; f't- tl.:wi:1 _a, WA Dear Mr. l•:; a}. r'; t::l l e r ., 'rte".? Public Works J.i +p a rr t m e n t has r &viewed your C7+ 14 ;lone:. (.; "'.1 of 14 and requests %a resubmission per comments; Curb Cut Access/Sidewalks The-plan i..•'«1 which shows :indi.c :zte the edge a•f the IiE?nt-te:1c:;t'.6: ?d :1. :the existing the plan .drawing„ Also; r°c)rath .:ty and' scheduled ta gutter. sidewalk is 11 .'l.'1 be < . i t. i plan rl • -- :I. the fo.11.c;)wl.rlg the curb' cut /access s sic :Iew,sai :: does no l: existing r "1:7adw. y and the fog 1. i roadway and fog line be :i. den's: ::i. f i e En• is't: i n g utilities adjacent, i :Cant'. I.:'. C; C h +:.: be relocaated. due to the. new 'cur..b clearly -identified as•1::d t :he typE •t: t..t1 i].'.i.'t ! E:; S and proposed I^'e:alocati.c3rl of these l.tti1.1•tie".?s, i nc:i!adir g e:•, i. st.i ng City storm drainage 'System, 'at' the Southerly access The plans shcall indicate that the curb and gutter/sidewalk :?t -tt i. t:: per the on-file, City-designed Int :r r-t.tr "b%an Ave:, Ia :1 n %:, and 11` cl sAde i:t-tr' "b and gutter and utility relocations. It :1':s not clear from the drawings whether or not the cie-vel. C.)h1!1;'in ht. l).d:ing the Curb and gutter and sidewalk 'at this ti.foe',, _!r :o;mt:i.•LI_:inq to a putting up 130/ of the Cost of t:;aS.s curb .and gutter/sidewalk and associated drainage ht! i.tt.i 1 :i. ty- rc 1. oc:a I ::i c.:)ri ;�i t C) r- m I71 ^• r� .i. n rtr� �-� _ 4= y � t thin, A F.i t::) i...i. s report allowing -for the, drainage e p ro n and C: t.t i t:.:i1 t V .::'it l l: I:tack of the parking tot shall be 'Provided ft:.tr Public Wor'•t: :•.s o=_tl. reyi 4.•t.i and .approval as p,:art. 'o'f' 1 h' Ia I. n c?' LA1::)iTt:l sr.'3], r.?rt u The 6" ADS 'pipe sholem in toe bottom left hand r.:o; nc+i of 'sheet >i- ol. l he changed i r'c m F:L)S to Ch1F•', Question: --is the storm drainage system going to the south end of the de instead of coming into the catch basin at the center of the 'development in front of the southerly access of the development? The note on sheet C-1 on the bottom of the sheet indicating "obtain offsite easement" for the storm drainage system, shall be provided as part of the plan resubmission. A seeding program shall be devised and included in the note for the swale system. 3. Sanitary Sewer On sheet A-1, lift station #4 easement and right-of-way shall be defined on the plans drawing. Signs identifying the Tukwila utility truck parking stall shall be provided as part of this design. Also, the access point in the southerly driveway for the utility truck shall show it recessed. The existing force main and sanitary sewer main adjacent to Interurban Avenue South, along with any utility easements, shall be identified on the plan. A review of the City's Comprehensive Sewer Plan with respect to adequacy of sewers in the vicinity of lift station #4 shall be provided by your civil engineer, and a review of the capacity of the existing systems to allow this new construction at this time relative to the abandonment of lift station #4 (as required in the Comprehensive Sewer Plan) shall be provided for the City staff review. The sanitary services, including size, depth and location, and backfill material shall be provided on the site plan A-1. 4. Water `.-em/Fire Hydrant/Landscape Irrigation The City ' ^.' .sr main shall be identified on site plan A-1, including,.�.�, ants designated by the Fire Department, that provide ad 4Ate coverage for the development. The landscape irrigation system, including exempt meters/deduct meters, shall be provided on an additional site plan which indicates all landscaping, including a DSHS-approved backflow prevention device. (Landscape irrigation does not have to be part of this resubmission at this time.) Domestic water meters located and sized for this development, including the services from the existing water main to the development, shall be shown on this plan A-1. „r • • • Requested s .resubmission of your site plans, per the above comments. If I can be of further assistance do not hesitate to call me at .433 -1856. Phil Fraser,. Senior Engineer /cd xc: Building Official Planning Director Ted Freemire Dave Grage Permits Coordinator •, 4 • r KM Maw Associates Consulting Engineers March 23, 1987 Bridget Smith MAHAN DESALVO 1411 — 4th Avenue Building Seattle, Washington 98101 RE: D T & C Office Building Dear Bridget: Listed below are my responses to your comments on the above project. 1. Will comply. We have provided a grade beam and a pile at the end of the wall. 2. Please see calculation. 3. Will comply. 4. Will comply. Please see calculation. 5. Vault has been deleted. 6. Will comply. 7. Will comply. 8. Will comply. 9. Will comply. 10. Will comply. 11. Please see detail. 12. Sheet C3 is deleted. 13. Calculation for the stability of the concrete wing wall. 14. Will comply. 15. Will comply. 16. a) Will comply. b) Supervised. c) When it is not call out on plan. d) Please see attached letter. RAW Niii ........ ..._. MAR 24 19871 CITV Cd'r PJKV%'iLA PLANNING DEPT. 86100 Central Building 810 Third Avenue. 'Seattle . Washington 98104 206- 624 -7146 March 23, 1987 Bridget. Smith D T & C Office Building Page 2 comply. Will comply. Will comply. Will comply. Will comply. See j) Will nominate inspection team. Sincerely, K.M. MAW ASSOCIATES roof framing plan. NMOEngtg APR O?1987 D. 20 March 1987 Project No. 840301.2 MAHAN & DESALVO, INC. D T & C /Six Star Partnership c/o M. N. Sandler & Associates, Inc. 200 - 1 12th Avenue NE Bellevue, Washington 98004 G T LOBDELL GEOTECHNICAL CONSULTANTS RECEIVED a�,n Subject: Shear Wall Piles - Pull -out (Tension) Capacities D T & C Building 14500 Block of Interurban Avenue Tukwila, Washington Gentlemen: 3 1987 re,,,pRIM MAR 2 31987 M ARAN & DZSW10,1 %C. We are pleased to present allowable pull -out (tension) capacities for the piles under the D T & C Building. For 16 inch diameter piles which have a minimum embedment length of 10 feet below the floor slab, an allowable pull -out capacity for short -term transient (wind or seismic) loading may be taken as 16 kips. We have also reviewed our recommendations for not tieing the floor slab into the grade beams. It is our opinion that if the 3 feet of structural fill recommended under the floor slab is uniformly compacted to 95% of the Modified Proctor Maximum Density using ASTM:D 1557 as the standard, then settlements of the floor are expected to be minimal and the floor slab may be tied into the grade beams. We are confident that these additional recommendations will aid in the successful completion of your project. If you should have any questions, please do not hesitate to call. Sincerely, G T LOBDELL, Geotechnical Consultants T P.E., P.G. 10480 NE 2018T 8OTNELL, WA 08011 (200) 480 -7904 REEE c:IYOFruIV nvILA APR 10 1987 4UOLULNQ Dom„) • City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Department Review Control Number 87 -082 March 16, 1987 Re: D.T. & C. Building - /00 Interurban Avenue South, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 • City of Tukwila Gary VanDusen Mayor Fire Department Hubert H. Crawley Fire Chief 4. An approved ire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) Local UL Central Station Supervision is required per (UFC 10.309) 5. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 6. Fire hydrants are required as detailed in City Ordinance #729. 7. This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) 8. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 9. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 10. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 11. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. File ncd Gty of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 City of Tukwila Fire Department Hubert H. Crawley Fire Chief OFFICE MEMO TO: Building Department FROM: Fire Marshal Doug Gibbs SUBJECT: D.T. & C. Building - /Oa Interurban Avenue South DATE: March 16, 1987 U.B.C. 3303(e) — South exit corridor may not exit through warehouse. U.B.C. 3305(a)- Exit corridors shall not be interrupted by intervening rooms. U.B.C. 3305(g) - Corridors serving an occupant load of 30 or more shall be 1 -hour fire resistive. City.. of Tukwila, Firebepartment,'444 Andover Park East,.Tukwiia; Washington 98188 (206) 575 -.4404 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 March 12, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -01 (DT & C Offices) Dear Mr. Griffin, RECEIVED CITY OF TUKWILA MAR 17 1987 BUILDING DEM'. We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary drawings and /or calculations. Structural 1. Shear walls must be rigidly tied to the building structure. They cannot, therefore, be supported on a floating slab which is free to settle independently of the building structure. Provide a grade beam supported by piles at each end below all shear walls. Develop uplift capacity in piles at end of shear walls. 2. Provide calculations of foundation system which show how horizontal forces at bottom of shear walls are resisted by passive earth pressure or some other means. 3. Please clarify, on foundation plan, which pile (10T or 20T) is typical. 4. Spacing of anchor bolts at bottom of shear wall is insufficient for loads shown in calculations. Refer to UBC Table No. 25F for allowable shear value in 1 -1/2" thick bottom plate. 5. Show vault details and pile locations on drawings. Also show other addenda items on drawings. 6. Specify plywood nailing for interior shear walls to develop calculated forces. 7. Detail 2/S1, holddown shows inadequate embedment of the anchor bolt. Provide through bolts at studs for holddowns. 8. Provide a note that specifies Section 3 /S -1 as being typical at all exterior columns. 9. Section 11 /S2, call for corner bars to lap horizontal reinforcing. 10. Top plate nailing of 16d at 4 "o.c. and 10d at 4 "o.c., shown on Sections 10 & 11 /S3, are not adequate to transfer lateral forces shown in calculations. 11. Show nailing of roof plywood to GLB over shear walls. March 13, 1987 Mr. Duane Griffin City of Tukwila Re: 87 -T -01 Page Two 12. Which shear walls does sheet L -3 refer to? Roof plywood nailing of 10d @ 6" o.c. is not adequate for 9lOplf. Also, how is uplift of 12.08k resisted? 13. Clarify which wall is being designed on calculation Sheet D -2. 14. Calculate negative moment in grade beam over interior pile cap shown on calculation sheet Cl. Provide adequate reinforcing. 15. Provide lateral stability design for wall at loading dock shown on Section 10 /S2. 16. Structural notes; a. Reference both soils reports performed by GT Labdell. b. Note that Geotechnical Engineer must be on site, at time of pile installation, to determine depths of piles. c. What is the meaning of "minimum pier capacity 25 kips "? d. Specify passive resistance of soil. e. Show F'c = 3,000psi on drawings. f. Minimum concrete reinforcing shown in notes for 8" wall has not been located in wall. g. Specify that welding will be performed by certified welders. h. Specify welding electrodes and appropriate ASTM & AWS references. i. Specify glued - lammnated combination type which allows for top tension laminations for cantilevered or multiple span beams. j. Specify special inspection per UBC Section 306 for concrete, reinforcing steel and welding. Ordinance 1. Please clarify the use of the warehouse. Is it to be used for storage? 2. Show compliance with Section 3305(g) and (h) for corridor construction. Regulations for Barrier Free Facilities 1. Provide curb cut details and signage to show compliance with Section 7503. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard A. Kinney Mahan &DeSalvo City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor June 25, 1987 M.N. SANDLER & ASSOCIATES, INC. 200 112th Avenue N.E. Bellevue, WA 98004 Attn: Mark Sandler Re: DT &C Building and Six Star Building Fee Summary Dear Mr. Sandler: Per your request a detailed outline of the building permit and utility permit fees for both the DT &C and Six Star buildings follow: DT &C BUILDING - 14601 Interurban Building Permit #4712 Building permit fee Plan check fee State surcharges TOTAL Utility Permits Curb Cut /Access /Sidewalk Storm Drainage Fire Loop /Hydrant Sewer Water Meter Special Assessment Temporary Water Meter (renew every 60 days, $100 each renewal) TOTAL Ave. South, Tukwila, WA 98168 $ 953.00 $198.00 paid 4- 27 -87, receipt #7074 $755.00 paid 2- 18 -87, receipt #6018 619.00 Paid 2- 18 -87, receipt #6018 16.50 Paid 4- 27 -87, receipt #7074 $1588.50 (0 owing) $ 25.00 25.00 25.00 170.00 1550.00 1452.88 100.00 Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, Paid 6- 19 -87, $3347.88 (0 owing) receipt receipt receipt receipt receipt receipt receipt #7948 #7948 #7948 #7948 #7948 #7946 #7947 • Page -2- ' M.N. Sandler & Associ &.s, Inc. - ' June 25, 1987 SIX STAR BUILDING - 14501 Interurban Ave. South, Tukwila, WA 98168 Building Permit (retaining wall) #4763 Building permit fee $ 337.00 Paid 6- 11 -87, receipt #7825 Plan check fee 219.00 Paid 5- 13 -87, receipt #7390 State surcharge 1.50 Paid 6- 11 -87, receipt #7825 TOTAL $ 557.50 (0 owing) Building Permit (foundation) #4762 Building permit fee $ 238.00* (administrative fee) TOTAL $ 238.00* Paid 5- 13 -87, receipt #7390 (to be deducted from building permit) Building Permit (building construction) - in process of being reviewed Building permit fee Plan check fee State surcharges $1979.00 Not paid 1286.00 Not paid 16.50 Not paid SUBTOTAL $3281.50 Administrative fee - 283.00* (Paid under permit #4762) TOTAL $2998.50 ($2998.50 owing) Utility Permits (Curb Cut /Access /Sidewalk, Storm Drainage, Fire Loop /Hydrant, and Temporary Water Meter permit fee all covered under DT &C Building.) Water Meter Special Assessment Sewer $1550.00 Not paid 1636.83 Paid $1634.24 6- 19 -87, receipt #7946, owes $2.59 170.00 Not paid TOTAL $3356.83 (owes $1722.59) In addition to the utility permit fees listed above, the curb cut /access/ sidewalk permit for both buildings require that the developer provide the City with 150% of contractors estimate to construct curb /gutter, and asso- ciated utility relocations and drainage modifications. Page -3- Sandler & Associa-"s, Inc. June 25,'1987 This summary includes all fees known at this time and does not preclude any additional fees imposed as prescribed in the Uniform. Building Code (1985 Edition) and other Tukwila Municipal Codes (i.e. reinspection, additional plan review due to incomplete or revised plans, etc.) If you should have any questions please don't hesitate to call me at 433 - 1851. Sincerely, Qe5Pt ;10)4 Becky L .. Kent Permit Coordinator 4.12. GL-ne4tA, P, ► {G��-�,� war k , Qr4c.P rip ' _k 13 Dpcf-e 1 nc -e 4-t-D 3°cc-? pe 1.. (,t( �e�l) • • M. K. O&KIDLEEQ o aago©o9 OH& 200. 112th Avenue N.E. Bellevue, Washington 98004 (206) 455 -9616 February 18, 1987 Mr. Duane Griffin Building Official City Of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Dear Duane: RECEIVED CITY OF T ;it'Aft1A FEB 18 1987 6iJILi�1;�1t� OF.Fti. Enclosed please find building permit, utility permit and grading /fill/ excavation permit applications for phase I of our Interurban Avenue South projects. Also included are six complete sets of working drawings and structural and civil engineering information. Please note that we have not yet selected a general contractor, so that information is lacking on the applications. We are currently out to bid and should have a general contractor selected within 3 weeks or so. You will be notified as soon as that occurs. If there are any questions that arise during your review process, please feel free to call the project developer, M.N. Sandler & Assoc., at (206)455 -9616 or the project architect, Howard A. Kinney, at (206)453 -1603. We will be happy to assist in expediting the permit process by delivering, picking -up or obtaining any additional information needed. We look forward to a smooth permit process and the submittal of permit applications for phase II within about 5 weeks. Thank you in advance for your attention to the application. Sincerely, Mark A. Sandler M.N. Sandler & Associates, Inc. MAS:ss Enclosures. Real Estate Development — Financing — Investments cle f-; (ad t cm . clIpu fie ► lit' do1.€5 ?mFofED . c oIicRET- __ �iin vu vais el Gkc k , ott ed; h VCLtr,CeC'. `. . L) off. : a& 04 /, (�1) : :..1 Jtt51 . SQUARE FOOTAGE /OCCUPANCY LOAD Control # `7-052, Tenant 07-4-C ith�G Floor #.� USE INFORMATION SQUARE FOOTAGE :Lvcu.eMa-xxii iasq etnibil /0.P 1 0 Cunclvtrm 1pinlp _OetedmiN222.4.2_ a9y TOTAL For' mati4,9 oyes OCC GROUP OCC LOAD 6-A 605 / 45-� g7ao 13-4x 1(2-7 Floor #WYletZCLi'U/I,Q USE SQUARE FOOTAGE 6�o9ye (niech f 4o) 308 TOTAL OCC GROUP OCC LOAD 13a 0411_1110x) eal66 e� U/1/ q,95� va,l uabr i ,Da,&v fl' cif - y2 //7 30 x ,90 =642,57 L/'2 . 69 x 995v = 6/.3/ 57/ va2ac.6-10 Aultdi4 19,e,onle Fee. 1g 9a3 oz) Pafi fee 6/9, UD 4zcv+.eG12ry,ed /Z0,67) I5s8,5o City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO: 01-5,7-0a,2; DT gl-C ( b * L/71 a) FROM: 42(A daukliz) DATE: 9'028--E7 SUBJECT: p/Xrn4 re6s COYr1.ch'OYJ The, oriecil 4-tteb 1,0bLe, (-rnixamedatect. 624 /1 IA /_, .4, %I lid OBI / &A • . /_ ()a-, ;25- 8-2 /`�•s.�` City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20S) 433.1500 Gary L. VanDusen, Mayor MEMORANDUM i TO: u, t t C L q- DT e l - (OCt igM) I 105 FROM: , r.it iv ga,a.L4 DATE: '7-.2a -E7 SUBJECT -: L)/2 -14,1 (U-10-71., 4 Fc CGU �iJg (I) -0 Tip 1 / -T) *u 1-%0,5 o1[, V 5140,50 = L $x15913 LJ W4(L 7 61, painii't- Fer, V,taxw auk. Fc1 07-4-C (DO-4 Qpn f q5U Tc t, L'4L 044 ct, u4 ,57 q,G50 v i Uv.57 = higQ, 57 ' ,8idq- )0A- +,rrulf Fce 01441, awl. Fee .1. A 0 �aya,5v DATE: CITY OF TUKWILA USTOMER CHARGE TRANSMITTAL f(- 46- EMPLOYEE'S NAME: CUSTOMER: CHARGES: DESCRIPTION Building Permit Plan Check State Bldg Sur Charge State Energy Sur Charge Sign Permit 3 i 2 /9 ACCOUNT NUMBER AMOUNT 000/322.100 $ Si/ j 0-6 000/345.830 000/386.904 000/386.907 000/345.830 ❑ SUR CIIARWI TO dE PAID LATER S33 0v TOTAL $ /3 3 `7 oz.) CITY OF TUKMILA Building Division BUILI(ING PERMIT AJr�PLIC� —lON 6200 Southcenter Washington Boulevard (Owl la, Washington 98188 e �`y� Control # e9,7-08(9-• (206) 433 -1845 L Lots 4, 5, 6, and /1'in Block 15 of Hillman s Seattle Garden Tract Site Address South 144th Street and interurban Aventte South Suite# Floor# Project Name /Tenant D T & C BUILDING /McCabe -Damon Company Valuation of Construction- O L/ 3,1-7/ Assessor, Account# Property Owner D T & C Partnership Phone(206) 767 -6250 Address 5960 6th Avenue South P.O. Box 81247 Seattle, Washington Zip 98108 Applicant M. N. Sandler & Associates, Inc. (Developer) Address 200 112th Avenue N.E., Bellevue, Washington Architect /Engineer Howard A. Kinney, AIA Address 200 112th Avenue N.E., Bellevue, Washington Phone(206) 455 -9616 Zip 98004 Phone(206) 453 -1603 Zip 98004 Contractor Not available at this date License# Phone Address Zip Class of Work: ® New 0 Addition [] Tenant Improvement [] Remodel (residential) J Reroof Demolition E Interior Demolition [] Other Describe work to be done Construction of a 9,950 square foot office building with attendant ingress', egresses' and landscaping. Type of Const. (UBC) 5 -one hour Occ. Group (UBC) B -2 Square footage of entire building 9,950 Square footage of tenant space 9,720 Building Usepood brokerage headquarters office bldg.Will there be a change of use? 0 Yes No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? 0 Yes © No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIeN AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION DO THI WORK. Applicant /Authorized Agent (signature) (print name) Martin N. Sandler Contact Person (please print) Martin N. or. Mark A. Sandler Date February 18, 1987 Phone (206) 455 -9616 OFFICE USE Ofd! Y FEES: Building Permit Fee (000/322.100) $ C - ,do. Receipt# - A7 Date Paid- .27 -57 Plan Check Fee (000/345.830) , ;QQ Receipt ;0/ Date Paid .-_--)- - -r Bldg Code Sur Charge (000/386.904) .50 Receipt# - 0 c., Date Paid _ jarf Energy Sur Charge* (000/386.907 15,077) Receipt# Date Pai • . AIM Other ( Receipt# Date Pais *New construction only }y SQUARE FOOTAGE /BUILDING USE INFORMATIO T ` /56g, 50 (OWES: $ 21'-/.50 ) ,* Square Foota•e .f Entir- pcLi`O 1370.0 a -1 a-8-7 Buildin.• x(001 6 FLOO'. ..21r-sfrs • i AC.P.frai'rr: USE Occ T •: SI.FT. SAD USE Occ T •: Ss.FT. LOAD USE Occ T •: Se FT OCC •p AI (tAL SOFT. CO7 ' TOTAL OCC. MWAIMM - s MIV AM :PW 4a7 AE-__ �MEN ■� �s 11111� TRACKING DEPT. B DG DATE IN DAT 777% COMMENTS ,\U fit l Approved for Issuance Type of Const. To Mahan: a, ` -6r* Date Approved: FIRE,� �� �;.\ y *" A I� /`1 3f Oils Approved Initials), Per letter dated fir 1" Fire Protection: prinklers ❑ Detectors ilia ,,��yy�tt� l� Arc G-13:7) PLNG / �ii0 1 a 1�`„1 Jr �/ Approved' Initials) nit ■ AND USE /SEPA C6NDtfifi1NS Zoning Set)cks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: 4126,. PWD / �/ Approved (Initials)/r,/ - Per letter /plans dated • tii , Site Project Valuation Property Address Applicant Address Architect Address Contractor Address Hauling Address Describe BuildingT Division GRADING /FILL 6200 Southcenter Boulevard • Tukwila, Washington 981811 (206) 433 -1845 PERMIT APP Lots, 4, 5, 6, and 7 in block 15 Address South 144th Street and Interurban, /E�,XCAVATION LICATION CONTROL# cif Hillman's Seattle Garden Tract Avenue South Suite# Floor# Name /Tenant of Grading Owner D T & C OFFICE BUILDING /McCabe Damon Co. Not available this dateAssessors Account# D T & C Partnership Phone (206) 767 -6250 5960 6th Avenue South, P.O. Box 81247, Seattle, Washington Zip 98108 M. N. Sandler & Associates, Inc. (Developer) Phone (206) 455 -9616 200 112th Avenue N.E., Bellevue, Washington Zip 98004 /Engineer 200 Howard A. Kinney, AIA-' Phone (206) 453 -1603 112th Avenue N.E., Bellevue, Washington Zip 98004 Not available at this date. License# Phone Zip Co.Not available at this date. Phone Zip the purpose and extent of fill, excavation Quantities not available at this date. or grading To grade to building elevations. Cut (c.u.) Fill (c.u.) I CORRECT Applicant Contact Two (2) sets of grading /fill /excavation plans must be submitted which meet the application Building Code. A soils engineering report and ($100.00 Fee) to the Planning Depart- yards or more. /excavation of cubic yards or more. map, and permit fee of $25.00 are required. requirements of Section 7006(d), 1985 Uniform engineering geology report may also be required. An Environmental Checklist is required to be submitted ment for any A Hauling permit grading /fill /excavation 500 cubic is required for any grading /fill certificate of insurance, route A $2,000 bond, HEREBY CERTIFY THAT I AND THAT I HAVE /Authorized Agent Person (please print) HAVE READ AND EXAMINED THIS APPLICA ION AND KNOW THE SAME TO BE TRUE AND THE PROPERTY OWNER'S UTHORIZATIO 0 DO T S WORK. (signature) Date 111ary 18; 1987 (print name) Martin N. Sandler Martin N. or Mark A. Sandler Phone (006 455 -9616 FEES: Permit Fee Fee Grading Plan Check Other OFFICE USE ONLY (000/322.100) $ Receipt# Date Paid Excavation ;: KIN (000/345.830) Receipt# Date Paid ( ) Receipt# Date Paid Ordinance #1341: TOTAL (OWES: $ ) ❑ Bond Required: $ Cert. of Ins. Amount $ 1'. UHi t IN U 1 1 1• • BLDG Approved for Issuance PLNG a�Q .,� approve' nitia s • SEPA Checklist requi , : L] Yes ❑ No SEPA Determination £ )f S SEPA File# PWD Approved (Initials) Hauling Permit Required: ❑ Yes 0 No „ l CrArovn 12 Gki ) ‘4 ■ 1•16c- ri4otle UI li�1 to 4- %e Gil-4 o Tukl ut ells Idt H to 4- 4owerAPA -* C Ef7taici. Ile. 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Provi,A e ccouvie.vttatiovt C1MA data,41 - MIA/ C Ye v e. wov k 22 la✓ doll e wtfta .-�- e� v v I e,t deft vat Main , Ail l l e.' ) avid d rW)1 N1s sh 1 l�e�►.+ *k �.Yr 9 z ri� r-g ib' Awl (44 ure louiovn-ViteA o vi 1 ror to t->- week Ile. .vtide -ta.keh e cortr -- --Law- Flam ' )Ow,09 fo dootiwati 1oceittiovi .'. 4. Po v t evt'e . c1etau l dmutor elaaincov9 4 . -pwn 'i 4.vvm9vit Iv yzev-1 c1 , rrov(cie mats u f=eC r Icatt oo 5 Per ��YI fD I(rte UIld6r1� . cL vnevIt. Mr. vt -PP rvi wad afSurcA That devela rcv ) The Y tktb aind w�Y* qtectaft9. covtee -vi l loci +ke rrolalevn' and wooW eve441 e. -Port +Wtt li'mEr ea V/u ve.& Q 1 t a14 • 47/7- 477,z H2000 • 1 A. AN V &' N.I. 4-7 SUITE > BELLEVUE, WA N004 1.0W7 Ma/ham 14U 4144 Ave Sucldivi WA cas toi Ati-e rh ot4 e2-'diet Svar i f9a41 Ogtv ► evv 7--1 04 E.77 ( - gst"k I vt rc�r:2orr0-- to coves vne vit ►ri pow )etter a� Jult 0, lew7 179 L7oa n 4 Tu1.2w1 k. fi,11, W11-11 1- e-/leW 4 b lc plaios, GL 1 lcr �� evlclai e....9a.trA ,o vh w1-A,y ov reef .1-4-1p1 cat, o tri cornplt a.$4 W 1 -x-17 fin e ceej� You s ov Id 61,14o lam 4 v t Th pia v . 'wt v'cc- i vet CV cd a -�}rie: Vev t vv i4o-rcel ovi the t°01129141 -111 tt-cF GLw 1 V I4w G leadtevieel 4 ` e c. c vn v 1 *Iry CO hsv lia.v�t" , Jt° it • JUL E'q.'!)\M\ti"),\O 1'l 1987 k Q�jt:i� CITY F. PLANNtnir, url�atsoe�w . Wvo�/ 0/17,1406 v/virlii,ei()44/Xb r11.3.1E$).1.-"Crill CEP 2? 1987 cin% OF .TGRTA/ . PLANNING GaPT, AIR CONDITIONING DESIGN & INSTALLATION Howard A. Kinney, A.I.A. 200 112th Avenue N.E., Suite 206 Bellevue, WA 98004 909 SOUTH 28TH / TACOMA, WASHINGTON 98409 / (206) 572.9484 July 15, 1987 ATTENTION: Howard Kinney RE: ,Six Star: Building- Thermal Performance Calculation Dear Mr. Kinney, The following figures are sums of the maximum and actual thermal per- formance values for this building. This letter will serve as certification that the proposed building meets or exceeds Washington State Energy Code requirements. Wall U values are based on frame construction with R -19 batt insulation. Ceiling U value is based on wood decking with built -up roofing and R -30 batt insulation. Maximum Thermal Transmission allowed: A U Transmission Value D. Roof 5960 .035 209 wkw�q,� • ''' Walls 3738 .25 935 TOTAL: 1,144 Proposed Actual Thermal Transmission: A U Transmission Value Roof 5960 .028 167 Walls 2424 .044 107 Glass 1314 .65 854 TOTAL: 1,128 These calculations also include slab -on -grade perimeter insulation with an R -value of 8. Please call me if you have any questions. Cordially, 7 ' G.( Larry Hegel, .E. Project Manager LH: skc AIR CONDITIONING / SHEET METAL / REFRIGERATION / PROFESSIONAL ENGINEERS / SERVICE & MAINTENANCE CASCADE TESTING LABORATORY. INC. TESTING B& INSPECTION/ENGINEERS/GEOLOGISTS 12919 NE 1261.+ PLACE KIRKLANO, WASHINGTON 96034 EVERETT 12061 B2 TO' bties7- w 'dD no P OG 1 1987 7‘7/ S /eli CITY Or I u,Cvou_N L/2/91 PLANNING DEPT. ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: Z5 ' ii U/ _ I PREVIOUS REPORT No. No. 34927 DATE 9- 3 0 - 0 > CERT. NO. 97d --3- s PROJECT .D re '2L09 LOCATION /yea /NThla v26)=111) BLDG. PERMIT NO. ',47/e. OWNER WEATHER r Le p/2 TEMP. AT AT AM PM ENGINEER 3-- of in F; tC) ARCHITECT . JY) d,q/eD ! ,E'Ijvey CONTRACTOR ujesThvea/J ea/2,o 2 0/9.5-4c: c: '2I.4 re Leff, A Ivor ,7 3'x16 s .1 7e : L. 14 / 10eL2,,.1,y L4 y Us /Iv 7 7e'/ /Ye)Th ,( n/L ( ,. ho.,) /nc >°el9 /9 /u. R R. p. P.2.T7f,eD W9Lde% E'Lec7eI)DPS t3Lsa pLvr Lveth/„v/ dam' s-A14.7 13o4rs ALL weld /nli >o o jz iR-A 6 y &ea h.>'L SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: r vW ' r / l5 /d -3 • , r T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS 12919 •.E. 126,1, PLACE KIRKL AND, WASHINGTON 96034 EVERETT TO: C A . / (36I:./, 12061 823.9800 12061 259.0817 1:E M ; t.t) A el Z ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA �T. SEE FIELD -� REPORT No.__ 4'? __ 28180 No DATE 8(-5 -8� CERT. NO. 8 co -s8 SLUMP PROJECT LOCATION L4.LJ I r.1T EA- •-)11-1241.1 YEILD CEMENT FACTOR I3LDG. PERMIT NO. OWNER AIR U / WEATHER ('vr-A, C.G,S —7-- TEMP .S (c AT G .7o AT / AM PM ENGINE R K.N.. ),A Av./ 3!5Dc.) 1 „^^ W ARCHITECT N-o g/-3 A- r A . 1.4.11.i f.t I c1— CONTRACTOR t)LS; ,✓oa cl 1, ' TRUCK SAMPLED /3 TRUCK TICKET No. 4435 4-C) TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR U / Z II .44 14 C.A. )520 q-1,c,ot:7 3!5Dc.) 1 „^^ W W Y-1Q c1— TOTAL r. c, 71 c\-\ Z 8 w COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ?b MOIST ADJUSTED WEIGHTS CEMENT ..617/ U 0. SET No, FA. / /4/80 S -I•Dt .44 14 C.A. )520 q-1,c,ot:7 3!5Dc.) WATER W Y-1Q c1— TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No, r tC-1 S 8 -s S -I•Dt ti I1xit 11 q-1,c,ot:7 3!5Dc.) W Y-1Q c1— z8 r. c, 71 c\-\ Z 8 w PRODUCERS: CONCRETE "o/e ES CEMENT AEA ADMIX CACl2 PLACEMENT AREA & NOTES L,‘A. 0ki P /��1c. �r.F, .t7 c✓ \ S - I 1 �J CU. YARDS PLACED I (4 DESIGN STRENGTH S G 0 0 INSPECTOR: ---)rt 747 . � ” '�' .-G • COPIES TO: •'` SIGNED! TO• CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT btASTt.Joo c1 3 ,,. `4 (011 g,. !8o (208) 823.9800 (206) 259.0817 7J. Ks al L.JA g803L ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 4 3 9 REPORT No S 28180 No. DATE 6 -5 ... 8 '4. CERT. NO. 8 -Co - .sS SLUMP %AIR PROJECT + !F7 YEILD CEMENT FACTOR —. TEMP. LOCATION 1 u-4 H I NI-rE . -' .641.1 �A/ (i-1/... T i a / •I BLDG. PERMIT NO. 4713 /Z (4'; OWNER )820 Q %OO 3soa WEATHER OVE.g-Ga*S -r TEMP. S(, AT 9 AT 20 AM PM ENGINEER 1C , h•kl . },.A Av✓ 15$,000 5590 ARCHITECT 40443 .r.-=‘ A . 11.I N N cd �``� 1� -v °\—ca■ CONTRACTOR K/E S i t.4./D O ,4 Co 4", �J \5(3\ )506 5CoL TRUCK SAMPLED /.3 7 TRUCK TICKET No. 4 5 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR —. TEMP. CONC AIR a / •I C.A. )820 Q %OO 3soa WATER acifi- 0 • ck -A TOTAL 15$,000 5590 �``� 1� -v °\—ca■ Z 8 1 \5(3\ )506 5CoL COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT _ 6.4/0 STRENGTH PSI SET No. FA. /480 c6-1 a C.A. )820 Q %OO 3soa WATER acifi- 0 • ck -A TOTAL 15$,000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. atr-I 5 8- s c6-1 a E%fI^,t (: Q %OO 3soa acifi- 0 • ck -A 78 15$,000 5590 �``� 1� -v °\—ca■ Z 8 1 \5(3\ )506 5CoL PRODUCERS: CONCRETE h'%/( E S AEA ADMIX CAC12 'K DESIGN STRENGTH S O O 0 PLACEMENT AREA IL NOTES y L4a. 4 O■ti P.,401 / ^&Lf' `� �"� 1 S - 1 CEMENT g sc CU. YARDS PLACED COPIES TO: k-k3C "i'VkGD g- 1 1 9-3 INSPECTOR: SIGNED: .yc 7.1 . 1)•4.1 tOe/4iTC' 1 TO. CASCADE TESTING LABORATORY, INC. TESTING at INSPECTION / ENGINEERS /GEOLOGISTS 12910 NE. 126..+ PLACE KIRKLAND, WASHINGTON 00034 EVERETT 12081823.9800 (2091 259.0817 Go ti C -9-49 // �, / gQ 72 1<6 4v-cr ,,ti,4 98 0 3z ATTN• AS REQUESTED BY THE FOLLOWING WAS NOTED: PRCVIOUS REPORT No. No. 26733 DATE p CEQRTT.. NO. Q PROJECTT. 1 c LOCATION �j / 4 42 j /A/ ?E R viz 6.441 BLDG. PERMIT N OWNER WEATHER aVV /LCA .$ ? TEMP. 6 (• AT AT ,..Le: AM PM ENGINEER K . kit , kAAo.,J ARCHITECT HsiG3 P -ci A . i. (M/.l P1/4.i CONTRACTOR (Ai a s-r ,,,-) 0 0 .:=1 Go 4 i . woo�//1/4l/3 A r E , S S SE,e.v / C r s rJ,c iZF 6_ 4...s V/( In / 24. di„:..:4t ?o, /,413 c9F b i3S At S / /C.S M.o /ui 4 p'tµJ A d v s Tom^" N TS (/� rG S r / C4) t/ IC� di") TV/ /S 01/4-74 0 r /eh /AOC • 61-4 cx-1,0 d41. •4//f g A • c,c, Z. a/./ 3 r eerie, /-/ trio /AiTA /n/ / j 4 - . 1 -sty ,;c_ .16 4 6 �Nc. Sc)/.••C /4'd /kY /72/G e. 4Z ct,u /e,u -7- 6 r ,,, SGA).Glp Tom• r 5 z -,' s -r 3:v.14. 4LS SEE TEST REPORT NO 72 /8o HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO ■ �7� \C-CSD INSPECTOR: FIELD REPORT SIGNED* C CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.+ PLACE KIRKLAND, WASHINGTON 96030 EVERETT To. W E4TWGOD GOaPRAT(£»J 7 (o 11 100Th KEJTr WPB. C101 3 Z M081823.9800 12061 269.06 17 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD Z q SO REPORT No. 28855 No DATE A-. AUI', IR0 / -7 CERT. NO. /� 07Gv' SO PROJECT ID C 6L.1,1 >. %AIR LOCATION 1 4 4 0 0 1 I)TELI) AIO TIJKW I LA BLDG. PERMIT NO. 471 -7._ E7 - C 2. OWNER CONC WEATHER t �/ ✓k\1\1/ J / TEMP. AT AM AT PM ENGINEER K.M. MAW C.A. ARCHITECT MOW ALE A. IK11'L)I3EY \UM -15( CONTRACTOR WEST WOOS COaP. 56" TRUCK SAMPLED 14 0 TRUCK TICKET No. i .45-2_. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR to°'MA G Yzl1 7 C.A. I L. G' \UM -15( 105° 56" 213 TOTAL 7, t) 65150 5550 W2)01 —1 Zs \CA,000 5$i0 , COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 554\0 STRENGTH PSI SET No. FA. i AOD x--11 7 C.A. I L. G' \UM -15( 3`1 O O WATER 213 TOTAL 7, t) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 'N$ b5 B✓ q x--11 7 (AIC I Z \UM -15( 3`1 O O W30G q,-t 7, t) 65150 5550 W2)01 —1 Zs \CA,000 5$i0 , PRODUCERS: CONCRETE MIL.E�� CEMENT TYI I CU. YARDS PLACED AEA ADMIX. CAC12 96 DESIGN STRENGTH OD ICI PLACEMENT AREA & NOTES AT ALL I ` "-•'LJ DI & -L E REA tvk . AT ‘OUTH IuXTELIOE_ FICTe COPIES TO: , 1o1-- O $ -f-2D wc1 Tel)) ms 9 -3 INSPECTOR.) // SIGNED: c CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126,.4 PLACE KIRKLAND, WASHINGTON 98034 EVERETT To. W E JTV\JOOD CLOEPOt AT f DtM 7(011 , i6QT'/ V\ MTr WA , 90031 1206) 823.9800 1206) 259.0817 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD T S1 .572 REPORT No 28855 No. DATE AU&;r.'t IQ 07 CERT. NO. 071a- Ski PROJECT DT C., EAR & . °io MOIST LOCATION 14 400 i KYTEp.UI?13A?J TUKAO 1 LA BLDG. PERMIT NO. " 71 'Z.. OWNER YEILD WEATHER ✓1 /MMV TEMP AT AM AT PM ENGINEER K M. M AVV b °f'AM ARCHITECT 1-101tiARL A . K111)1JEY \Uux ,53o CONTRACTOR WEST woof COLP. WATER TRUCK SAMPLED 1 40 TRUCK TICKET No, DATE MADE DESIGN WEIGHTS °io MOIST TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR b °f'AM G Yz." \Uux ,53o 3- 9 00 WATER Z2 - 1a5° 50'' TOTAL ZS W2)(51 cl..._' 20 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS °io MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD STRENGTH PSI SET No. FA. //�5�7��•0 � I4SCO '3-11 7 C.A. 1 B 2_/0 \Uux ,53o 3- 9 00 WATER Z2 - TOTAL ZS CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. `3 b5 /4 V A '3-11 7 (01\12, \Uux ,53o 3- 9 00 (M30G -f ZS W2)(51 cl..._' 20 PRODUCERS: CONCRETE Ml1 CEMENT —FY AEA ADMIX. CAC12 PLACEMENT AREA & NOTES AT ALL 1 IVTEQ.1 l>2 E7XT I ye_ % CU. YARDS PLACED DESIGN STRENGTH tOOC PSI (EA- k E .6 E4 PA AT COPIES TO: VD L 1-0\(--()) O )/1 2) INSPECTOR: 7?/4'4147 • SIGNED: 1 i.''3 .I � 1 I CASCADE TESTING LABORATORY, INC, TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1261., PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO. WE. (Tw00 CORP OPLATIOM 100T" 12061 8239800 12061 259.0817 KL-T NT: WA , ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS 8 a— REPORT No, .J D C/ No. 25450 DATE AUG. W I ;i07 CERT. NO. ' 7(> -.SO PROJECT DT C. R.Lt &. LOCATION i 4'00 ifJTE2_1) MAL) TL)KM/ i IJ1 BLDG. PERMIT NO. 2. 4 7 17 51 .. 08 2. OWNER WEATHER / 7! l l J IY TEMP. AT AT AM PM ENGINEER IA. , I,,A , fA /''// ARCHITECT h(ANA P— /I,KINNEY CONTRACTOR VU T 1N CV D C E Il A R,`. I N I MCI JOPL GE.ADE B EAA't X00 TI NA' S AT TVI E �0UT1.-t E XT I2.10/2_ V \ J M PLA AC COP Li /VVG- TO APP2.0VE P LAIU 5 . PA6EcZA---, I ' &J 0'0" LON& WA / A D L1 ED I U T li E SOT TEM OF C5 eA D E ff-,ENV\ AT C-�IL1 LI NE" L / A43 PEA. I FT E MUGI /U L -E2� K. M .MA W. CON L2E `f E, 3. O00 P.) 1M I X 1:—LO/V1 M I L.L'_ S 'AN\ll.. Anil!) CSI?. W EL WA 'PL1EEL ; AT TB A LUUE L.00Ar 1 ON L-: A /UL) IUIJ T NA ED Wt M s1 -1.6) U i P.ACTO At rPD WATE72 AT J 08 51 TE,(.L.-UM r" EM)(;L \/\. /.'E 1 Yz ". CAST 34 > XI " -FE T- sf'cMPL 6.> W (TIi A �-I k2_1( LUMP AT PUMP 1`10I'PEn SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: }J C - ^ L] D J 13 INSPECTOR: / Ae*1%,141: e r ,./t �1 �,- j�j (� • FIELD REPORT// SIGNED' �C + @El CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NC 126',. PLACE K IRKL AND, WASHINGTON DES E vrRETT TO t./jii 5T4.-00 O Co t'. '}- 4 l t S. t 8 o r+ [R010:tpt 4 "n114 Qi 1987 '' L.A.) A ctI & 3 Z ATTN: THE FOLLOWING WAS NOTED: XdsP FIELD TEST DATA SEE FIELD REPORT No. _ 2 No _ 7509 ..__._—..- - "DATE 4 - 2 _ 1 - 8 . q - CERT, NO. 4c' - s8 'ROJECT .> T G . L..43 OCATION T.H I '-I- 4 _ /r-.4J LDG. PERMIT NO. OWNER WEATHER G1-4A2 TEAT AT 8 °Lt AM S i AT PM I.. ∎-•Th E F v /., iv(. i(-4 AK/ ARCHITECT gJAre-J 4. /C /Jk/,J4r ;' CONTRACTOR IA) es; at)oo.=J Ca2P TRUCK SAMPLED f 4 i TRUCK TICKET No 47/Z La 9 TIME SLUMP %AIR UNIT WEIGHT' YEILD CEMENT FACTOR TEMP. CONC AIR FA. / 40'O 7-2e ✓✓✓111h, 2,8 ;i A M , / /'ZO 1 I a S.-4 \- ., \`V - 5cx. WATER 203 1 TOTAL E- /8 26 3 Z. €3- (8 2.6 v COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE DESIGN WEIGHTS °i, MOIST ADJUSTED WEIGHTS CEMENT ,SILO STRENGTH PSI SET No. FA. / 40'O 7-2e ✓✓✓111h, 2,8 ;i A M , / /'ZO 1 I a S.-4 \- ., \`V - 5cx. WATER 203 1 TOTAL E- /8 26 3 Z. CYLINDER NUMBER DATE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 2 C O ^MADE 1 -2-1 7-2e ✓✓✓111h, 2,8 ,/. / LII 1 I a S.-4 \- ., \`V - 5cx. 3 9 Be..) 5 5C 5110 203 1 E- /8 26 3 Z. €3- (8 2.6 v PRODUCERS: CONCRETE /4JLf.s CEMENT CU. YARDS PLACED AEA ADMIX. 2 CACI2 190 PLACEMENT AREA & NOTES ✓' R • l-� L/1 . ILIC /Air= S TE ►`A (�tJArC�� 1 RI. F` ,b NQ V' /l!0 �•�� J .1"'i 3 - 1 7/ S7,�c.-7,Jt -� <. et/a74 S ' J J 4/3 DESIGN STRENGTH 30a 0 ST G ror,0 c.-7-J- ' �a>-7 (c 4 — /o - & nJ %.Ga (. Gi•-'Cs A - r/ COPIES TO: ' UIC�,O M. INSPECTOR: SIGNED: CASCADE TESTING LABORATORY. INC. TESTING 8, INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 1261.. PLACE K IRK L AND, WASHINGTON 99034 EVERETT TO* f) E S -rLt10a ec �Cpll . X80 -'-� 12061823-9900 12061259-0817 r AAA 98 ©32.- 1 ATTN: AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. s4�- No. 33016 DATE / - ZI -84 CERT, NO. f G - S& PROJECT 1 - c_. g L� LOCATION l 44/ T�,1 / /v reie. vA Z..9Ai BLDG. PERMIT NO 4/ 4 / Z OWNER WEATHER C C E /�t g- TEMP. 5-5 AT or r AT AM PM ENGINEER K. k4. ItitAw ARCHITECT t�•oA-)4 r.-1==1 / . /‘, AA, r . r CONT RACTOR L0E.5 71,00 en (AO R /°. N4 Fo LGo „y S .S Ezv/c C .3 c,.) E/Lk /c'��. ✓rs -TG.�I ! it/rA II :rte / t(4,/,c KJ e F �✓T✓ 2 . y e s P� c ,. ,-) o A de. s 7 C 004 /i i ,) 3. j�ivr3 /� G %/a /LJ o ,L Gd /L c. 1 %G•9Gc ,Lt r 5 A. I/-12 2'2-91 —r ck t3 1.J.4 S 0 v /2 q0 xtIbis p � � c S d / `r . /ALL .,? i t v s , A z4cere -i , e € rA 4 A. • 3 -MA) c,,: /8 3 GA- / %J kJAg O '-r OF S/£ C CSLuhtf tj " h✓° J �11P T. 1��lAti� r(.��tvnt NT ( lists . our oh S•m.c -C . alver. -re, c4 �cC.4Ys� Ajo pT'. ,.✓,4•S -Lu ,/e /ht Ta Svc . LiNj vj,r- of ;j, CC . ,q GL or'e/Z IT�/� /l S a✓t.Gc AcG-e /ec t,k.,G n� / ?/I �° v . � �, 3 I 6 Ae --, s . ee G, ,c--7-4-41 ' ,( hI(. PdC sr z. TJ �,./ i- l JI c11�. -r (, - k C s - ` / S TiP.!/ G 7-..N1-04-4-.. /JOT /e-5' O A) ao ti TRA L 4,4)z-s, X -- Cotac,. toy kettLE.S T 1.1a-e...rc NIWm'T PO4' k tei4 . ✓, 6R , rc.1 SLu►vt -rc s r 4 " co " x /Z" SEE TEST REPORT NO Z P- 5'0 J HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO �' + T- 114Q -0 INSPECTOR: zrk.. . j)„,„z FIELD REPORT SIGNED• 1 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N. 126 *.. PLAC IP14. KIRKLANU, WASHIN GTON 98 O: EVERETT TO• tkita5rc.->OOc1 CO R. r}-4 l( s . l8c 7.2 \Mr' •- 1. 1987 CITY OF TUKVVIL/, PLANN!NG r EPT i�tL -r LA.) A e So 3 2 / ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 2 8 0 REPORT No u 27509 No DATE CERT. NO. SLUMP %AIR PROJECT t) T C R l....43 YEILD CEMENT FACTOR LOCATION FI 4 *4 T_ 1 lic/TEg.i,e64.V CONC AIR BLDG. PERMIT NO. OWNER -4- yaY .A. WEATHER GG.1i4re- TEMP. Z.', AT g°4, AT AM PM ENGINEER / '.. /LA . AAA tit/ 8- /8 ARCHITECT IAJA ,d . JG1A/.✓F. Y 1" CONTRACTOR (/l) ES 7 c✓a o c=.t 67/2. TRUCK SAMPLED 1 4 4 TRUCK TICKET No. '/Z- Zc 9 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR d O 4 L /1 ` -4- yaY .A. I "Z O 11 2543 0 7z° 61" Za 3 I 8- /8 TOTAL 2032 8--(8 2d COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ..S- Ito STRENGTH PSI - FA. ! 4/6#O , -28 -4- yaY .A. I "Z O 11 2543 0 3 9 60 WATER Za 3 I 8- /8 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 2030 '4 -Z1 , -28 -4- G1 /X /Li' 11 2543 0 3 9 60 Za 3 I 8- /8 Z8 2032 8--(8 2d 1 PRODUCERSI CONCRETE Ph CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 its DESIGN STRENGTH Soo 0 PLACEMENT AREA e. NOTES G i - • L•t C //VI` . S TEAR g J -L R.EF f — . 1.0, N� . I ' A/O ic-#«4 C- j j ECOc4 G-T'.T ck - (...4 6 /o - k 11 "J J 3 - 1 / S 7,4v G.7- - 'Ci 11417-4 S J J t NTe c- C/A)CY A - COPIES TO: WG - 1 UkeO .. M • INSPECTOR: j).-t"/1 '� • 4. /�� SIGNED (-7 TOW CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 126+•• PLACE K IRK L AND, WASHINGTON 96034 EVERETT TO• VVE4 1 WOOL L.a./LP DeA 1 I £4J 7 W1 Iv. 1201-" KENTI WA . e S D' 12061823.9900 1206) 259.0817 ATTN• AS REQUESTED BY THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. -Jr Z No. 25425 DATE JIUI_7 1`7` 1GS7 CERT. NO. s3-7 6) - SO PROJECT DTG I Lt( . LOCATION '' 1;TUKLIJ1 LA MA rte AND 1 I i' BLDG. PERMIT NO. 4712 OWNER WEATHER GLJJU1 TEMP. TEMP. AT AM AT PM ENGINEER K. .M I M MN ARCHITECT HCANIN L A . KMEN CONTRACTOR ,1N E -71A.)001:1) a.DttP, CD N CE.E T E PLACEM EMT CAN CELLED AT .J D E S ITE .6Y `AFT: A 4 CITY OF T1JAW L. /A 1 N SP NO P_ M &LEY, D1 .-7 UVEr-ED P &2 LE\ W 1 TN PLACEJVI EI'J THAT NE L. (0 1= COE.2 EC TEL SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO `1 3c - uK ED 7 -2g INSPECTOR: FIELD REPO, /4/:- SIGNED' T TO: g c CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N. 126 *.4 PLACE K IRK AND, WASHINGTON 9803,4 EVERETT 1/1A-� 1.14/(9 C(r• 7L511 S'/80t e i + 1/1/ c 12091823.9600 12061 259.0817 ATTN• THE FOLLOWING WAS NOTED; FIELD TEST DATA SEE FIELD REPORT No._._ -- _- -_- __.-- -----. ^_ 30601 No DATE /�a/ °7 CERT. NO. 876- 58 PROJEC bT fC. 7501 tci11 LOCATION L 1 //17/16r0 1 „ride,- v�lgvi% !/Q 7-vIkWrlq BLDG. PERMIT NO. 47/4 OWNER WEATHER .3c. At. s4, pl.e TEMP 8,d AT /D, u-QAM AT PM ENGINEER K'1V(I Jvla, 1 ARCHITECT o u/Ci frd CONTRACTOR f / e.s�1.v ol1 Colrt> . TRUCK SAMPLED /g . TRUCK TICKET No.4 / (J7 3Q TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR II'15' 377.�� 7 C.A7/q 103000 76 i_v 1390 7 /10 TOTAL 2,8 ZB I0X14 CX IL'' 12A 000 1`- ∎ )00o 'Ackao Ac\a 13 9 I 7 1U COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ?o MOIST ADJUSTED WEIGHTS CEMENT Li 3 STRENGTH P51 SET No. FA. AWL 4 120 7 -17 7 C.A7/q 103000 WATER 1390 7 /10 TOTAL 2,8 ZB I0X14 CX IL'' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. 13 &9 7/D 7 -17 7 4)(14' 103000 3(co‘10 1390 7 /10 8 -7 8-1 2,8 ZB I0X14 CX IL'' 12A 000 1`- ∎ )00o 'Ackao Ac\a 13 9 I 7 1U PRODUCERS: CONCRETE AEA ADMIX. •VI PLACEMENT AREA d NOTES n o Ir- CEMENT t �'f v ' l 2 CU. YARDS PLACED CAC12 % DESIGN STRENGTH 300 COPIES TO ?LA-1C -� -2) -ii INSPECTOR• SIGNED; 7 >/ TO- CASCADE TESTIN .AGORA. INC. TESTING IA INSPECTION „JGINEERS /GEOLOGISTS 12919 NE 126... PLACE KIRKLAND, WASHINGTON 99034 EVERETT 11✓.c. s-cd 4 Co v- P 7oJ/ S/Rot -k t 12061823.9300 12061259.01317 ATTN• rgCCR^ JUL 2 ., 7179;-871 CITY OF TU cvvILA PLANNING; ULtff. AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. 34204 No. DATE ( 7//b / r? CERT.NO S7l -58 PROJEC �; I DI C 8ut1c►y LOCATION I / 6).©/ ZI"Cfekvteb4:i Ave 7iti w-i19 BLDG. PERMIT NO. 44 7 / 2- OWNER WEATHER / SL)14 c5 in;L.6 TEMP. /_�!d AT / Go AT f.at'ihM PM ENGINEER / 1VI 1\1 cl 14/ ARCHITECT �Ij 1 �/ I -1{i W,j- -r...i /` t1 I i ti. �E-j C II ONTRACTOR ,, ,( f wOo4 Cp. —Lisp e e t1 c ! y cs•.F- Coil c [ , e P q kit/ 1 , - e ! • 6 A1^GA — eX Ie!ri oh G.ivei ;1 "et, -101- - PO of,'.-1,Jc v d Iy -f' 1 -U 14.. 1.e,e4v: L nut -1'1.e Two footlh.4s 6e1"14/z.e_vi DEt E. +T cDc 7 if 1-t9 S v b cc9 fctde q I I e. i, C 4 1/ .� 40 W ti IP f ,'vr -tM Ca L1 G V ! .=1. I-I-1 1, P. i I v-c : y s."c e( Lc. e G : 14 a C c o 4�- cia,1 c e w ,' T1'l 1 1 1 . , - e a. f- 'o v e c4 r� i Q i. g a. ic,.ci st e c'.S . / MI le5 S 6 suppled f1 sa.c.k km ,12‹ VUI'A, )3� Alax co t?1 pc? t K•Q.c S i Ze `LC19c% • S nip A-ve 3' /z„ SEETEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY 30r��� C( COPIES TO. (.) TO CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 1261,+ PLACE KIRKLAND, WASHINGTON 98034 E VERETT CCD 7C�t I s' /807 e �{ VI/4i (2061023.9800 12061259-0E117 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. 30601 No. DATE 7 110187 CERT. NO. 8 7C- PROJEC D T $ G $o 1 Id .I •-L9 LOCATION tak L, le 1R4 t T�kw;l4 /4/ `a I 1'h �I BLDG. PERMIT NO. I/ 7 /Z OWNER WEATHER d(lits4I Pt. e, TEMP. 68,0' AT /CJ/ 4.LeAm AT PM ENGINEER ki i\CI (JAI Ct. w ARCHITECT /4 0 W4vd 4 K,(fri IA c, CONTRAC OR jj �s `01604 Co G-p , TRUCK SAMPLED /al TRUCK TICKET No.4 / 6 50 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR W16 3X21/ 7 28 C.A 74 ig410 103coo 7b i v I , 0 13 9 1 171 %o TOTAL z8 cox a„ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS °,b MOIST ADJUSTED WEIGHTS CEMENT / / 4 `- q 3 STRENGTH PSI SET No. FA. oirg o 7 -17 8-7 7 28 C.A 74 ig410 103coo 34=040 WATE R I , 0 13 9 1 171 %o TOTAL z8 cox a„ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 13&9 7 /`0 7110 7 -17 8-7 7 28 4X144 woe, 103coo 34=040 I , 0 13 9 1 171 %o 8"-7 z8 cox a„ PRODUCERS: CONCRETE 1'C -_S S V CEMENT /e7tP AEA ADMIX. d CAC12 PLACEMENT AREA & NOTES I A i/V H q_ it e k tcl, ; o h a fr I. et I H ( +4.. 4"' 6 if, ••C •••( 4) 01: hi(, 0 V p _ l•- p is 1-e, g , CU. YARDS PLACED g4 DESIGN STRENGTH 3000 INSPECTOR; COPIES TO1(A.) . --fib -7 -0/ SIGNED: TO: &e, /fi CASCADE TESTING LABORATORY, INC. TESTING B INSPECTION /ENGINEERS /GEOLOGISTS EVERETT , r;j �n i 6Y•9H0 12919 N.E. 126 *.4 PLACE t/V-e s ! W oo cI Co te- 76// s /80 Ka, Pt f / /4 ... -- ..••• 12061259.06171 ail_ 24 1987 airy UI- TU NiviLL ` PANNING DEPT. ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. 30599 No. DATE 7/9 87 CERT. NO. 876 -59 PROJEC s,'x S 4-et r, 8/d ` �4/4O/ XII fGVV14,413 /AAA. rV kw,'A_ BLDG. PERMIT NO. 47/ 2 OWNER WEAT HER I C &Ilel L( TEMP. 660 AT 7 ;3Q AM AT PM JJ ENGINEER K1IV11 Maw ARCHITECT 1 .4 owik -d A. K: h li,c.y CONTRACTOR j �P'/-e Fvos { Wei-tit/Ale G Caf A Suit. TRUCK SAMPLED jog TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 8;15 0 Di 7 C.A. .rte 99ov 3iso 51° /3n( 719 E3-6. TOTAL // of 30 7/9 8- L Z6 // COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ;b MOIST ADJUSTED WEIGHTS CEMENT $416 STRENGTH PSI SET NO. FA. ,2600 1— 1(,:, 7 C.A. .rte 99ov 3iso WATER /3n( 719 E3-6. TOTAL // CYLINDER NUMBER �... DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 130C) 7/7 1— 1(,:, 7 .. zX4" .rte 99ov 3iso ■ /3n( 719 E3-6. ZS // of 30 7/9 8- L Z6 // PRODUCERS: CONCRETE AEA PLACEMENT AREA g,17-/9) . &C- z.4) 24C -3/, 18 —46,/, +lip twC et /3l pl`leg 34-.-e6`/ .35'2%• INSPECTOR: CEMENT r/ PQ' ADMIX. / 0 ✓ 4 oz An CAC12 & NOTES 1 fit o4, COPIES TO;L C ` 711K$D 7--ZJ SIGNED: 2C— 17; CU. YARDS PLACED i-` DESIGN STRENGTH `t. i3 7 ; 24"L` 27 Cold ( 7/ T� TO • 44_ CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E 126 *.■ PLACE KIRKLAND, WASHINGTON 98034 E VERCTT igo 12061 823.9800 1206) 289.0817 ATTN• f 1i/er_ Jcd4? 1- THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No 28 570 DATE CERT. NO. No. 4044.5 PROJECT Ores aba - %AIR LOCATION /46 0/ .237 t r. eie04.4.47 4' N.. BLDG. PERMIT NO. 6 7 2 E% e 4 742 OWNER AIR WEATHE/F/ ✓J e4G4` y p'M TEMP 7 / AT AM AT ie.f('PM tNc N R ENGIN X /'( /'7Gl f.° WATER ARCHITECT re { ,l . D Kl. /* / </ /7/7&' V 7i CONTRACTOR TOTAL TRUCK SAMPLED //0 TRUCK TICKET YEILD No. 4044.5 TIME SLUMP %AIR UNIT WEIGHT CEMENT PAC, OR , TEMP. CONC AIR /7 5j f~�Lp4i 7 7/1- WATER 5 ) 7i 7/ TOTAL 7-/ 7 -29 -2- ,S" Cx9 fegaO 5-8Cov 0 s8e 7. -/ 7 -z9 ✓ 'G'.J(9 IEi too 6990 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD • DATE MADE DESIGN WEIGHTS °'° MOIST ADJUSTED WEIGHTS CEMENT gei,IA, 6 et> STRENGTH PSI SET No. FA. C.A. 7- g 7 7/1- WATER 5 ) g I l 0 TOTAL 7-/ 7 -29 -2- ,S" CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 0 £ 3 F ' 6 7. -/ 7- g 7 7/1- 12.90o g I l 0 be87 7-/ 7 -29 -2- ,S" Cx9 fegaO 5-8Cov 0 s8e 7. -/ 7 -z9 ✓ 'G'.J(9 IEi too 6990 PRODUCERS: CONCRETE /i1 /« CEMENT /..k0 AEA ADMIX. 4y C - -A°47' CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES A� ,9r (AL y PIC.J ; A - (i;), 48 -a ,,s,4 ` 'q 'Jj c- (3. ell j c- 213 42') C - /i frl) D b' (3 ')1 C c (sq ), p -e4- (w.') ,, •� i� z��� 47 ,x.1) C. g (39 ') 1 -c (3') . CU. YARDS PLACED - COPIES TO: ( - J ► / if/r) l r l INSPECTOR: SIGNED: ••/ Mc /AL T� TO* CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT 12061823.9800 12061 239.08 17 ATTN• 76 1/ $ 1e70-7. /-<‘ /4/L o3 THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD S 1_c i / REPORT No 28569 No. DATE 6 ._-30 .` e 7 CERT. NO. B 76. ` s`p PROJECT L-; -- S fro- r LOCATION t� /44, e/ . i />'• t10r4a/7 BLDG. PERMIT NO. w 6 ?/ 4-7 `' 7 /;f- OWNER WEATHER Cie: 4 - I" TEMP. AT AM e,' AT 2._cd3 PM ENGINEER k /Y) /Y /cc L•i) ARCHITECT //C k ca.- 4 /4 k %n /7 C f✓ CONTRACTOR a a.11 '.,, Lci C o O gN _ TRUCK SAMPLED 94-/ TRUCK TICKET No. /6/ 7.5" TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2. :��c) ` 7 C.A. / �_3 cam. 124 Soo -78 453.5r 1' 6 50 7 -z& TOTAL ,�:X1Z_ Ib2OOp 5730 Q DV (.q 4— JO 7-2.$ ,i 4 >x /G.. I6 7000 ,SS 6c, COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT �e STRENGTH PSI SET No. FA. i � 4 !} :5 7'7 7 C.A. / �_3 cam. 124 Soo 12.4.0 WATER 1' 6 50 7 -z& TOTAL ,�:X1Z_ Ib2OOp CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. Q8Gz (7--.�V 7'7 7 �'klt 124 Soo 12.4.0 0 ro3 6 50 7 -z& Z 8 ,�:X1Z_ Ib2OOp 5730 Q DV (.q 4— JO 7-2.$ ,i 4 >x /G.. I6 7000 ,SS 6c, PRODUCERS: CONCRETE AEA ADMIX. G- o.i c S 110..1- CEMENT CU. YARDS PLACED CACI2 9'0 DESIGN STRENGTH PLACEMENT AREA & NOTES � C r ` i /e_s 2q, Yc,/ S / / 3 e, .7/ /f� 3cr)oo COPIES TO: W C' l)J W —7 - 8 1.30 INSPECTOR: SIGNED: /1//0/i\;y CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N E. 1261.4 PLACE KIRKLAND, WASHINGTON 98034 EVERETT (206) B23.9B00 12061 259.0917 274' // Leo h IeE'r lL 14) et SRO J `' ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD ,341-472_ REPORT No 28568 No DATE 6 --30 -87 CERT. NO. 1374 -.r6 PROJECT L) T� LOCATION 144x/ :in 7%rark /7 BLDG. PERMIT NO. 8708t-- 17/? OWNER WEATHER /LOLL., TEMP. AT q.jcAM '7 / AT PM ENGINEER IN A � �\ Al au) ARCHITECT f� ),UL L , / 1 / /1rc , CONTRACT rr /��es ics�© { r / �Fro.14) TRUCK SAMPLED TICKET No. 4o eel' TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR '7 3C' l (hj � P 7 C.A. 12BOO 7/ 7/ 50 [r -'..3O 7 -28 TOTAL 21(4 197oc- ( Z7c Oslo 4, -30 7 -Zs 26 2X4 18800 S996 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 463 g 4t� A SET No. FA. a 4 0 0 77 7 C.A. 12BOO -4080 WATER 50 [r -'..3O 7 -28 TOTAL 21(4 197oc- CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. C,S06 G 30 77 7 ex4 12BOO -4080 0809 [r -'..3O 7 -28 a 8 21(4 197oc- ( Z7c Oslo 4, -30 7 -Zs 26 2X4 18800 S996 PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED �¢ AEA ADMIX. Aoxre 47G1CAC12 PLACEMENT AREA D- 1? f3 /n/Ir E. NOTES ! I V CS` ()I /12 / %j 67) -17 34) 31-.-J? (3`l1)j 4 C .- B //7s.ie 04 % DESIGN STRENGTH 0 -A 6A"), .0 7L7'- t D-1 avfs1 (33 j, - / i7 D -I Q DthJ�IP 41 COPIES TO: l/" L ` (g. ( 0 INSPECTOR: SIGNED: C CASCADE TESTING LABORATORY. INC. TESTING Ft INSPECTION /ENGINEERS/GEOLOGISTS 12919 NE. 1261.+ PLACE KIRKLAND, WASHINGTON 913034 EVERETT TO • 4thi �t1e 0 CLr S /6'4544 �f a'a 960j ?_ 1206)823.9E100 1206) 259.0617 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD � c REPORT No. 1 7! 28566 No. DATE /_ .- 'Z.o -e7 CERT. NO. �y 8 ! fir, .- .�C� PROJECT LOCATION 4 O / rt7 li-r PA- A,. BLDG. PERMIT NO. g 7 0 63 e 47/;� OWNER WEATHER CleLL r TEMP. AT /O.46C, AM 812 AT PM ENGINEER A. AI Ma- Le.) ARCHITECT , hie) wee -ee klrn... CONTRACTOR" ` /'uS / 4.90 fa 644:7 1'a.s.711 - TRUCK SAMPLED / 4 Z- TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR OW ritiej 7 -(G 1 C.A. - eq WATER .5+6 4), r -rC1 '7- 2.7 TOTAL t)( 17 3c-10 SS /0 0713 4 --Zcl 7 -17 1/ t /7eOcS 4-4:. cl Q COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT eic, '• STRENGTH PSI SET No. FA. aC..be- 7 -(G 1 C.A. 13900 '4270 WATER .5+6 4), r -rC1 '7- 2.7 TOTAL t)( 17 3c-10 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD '• STRENGTH PSI SET No. 07q r &-`ter 7 -(G 1 )1.� 13900 '4270 071 Z- 4), r -rC1 '7- 2.7 Z- a t)( 17 3c-10 SS /0 0713 4 --Zcl 7 -17 1/ t /7eOcS 4-4:. cl Q PRODUCERS: CONCRETE AEA ADMIX. IOC^ �/ X 4 CIS -CAC12 % DESIGN STRENGAH PLACEMENT AREA & NOTES / {.1 �Lrx (-:„..c./ i "i 4 s 8 - oir, ( 4 ,4- .1 . ?.sliejiyi/ •/7.S/ie (2 ') C r Go �.,,,,e (3o) 1=-4 / ,nide (2821 s •4 insi g (3?), �-31h (3.3% r 2 c .• (at , r-e,„6/44, 3;ii U- z Gv7fsae_ 66 }=' 4 - (A; D- 28 0 vi$; r &J., 0- 2,4 &J' D..2 ctr0a', /IS /v /4, /e S CEMENT 7," CU. YARDS PLACED c �`It y � COPIES TO: U /LLY_�L 't e)0 INSPECTOR: SIGNED: CASCADE TESTING LABORATORY, INC. TESTING B& INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126 *.• PLACE KIRKLAND, WASHINGTON 98034 EVERETT 7‘;// s 1&O''5- 1206)823.9600 1206) 259.0817 a.), g6G'Q-T: ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD _� 1 REPORT No. 7 No 28567 DATE CERT. NO. PROJECT LOCATION /46O/ r477,' v<IA7 BLDG. PERMIT NO. 67 /4-7 177.' OWNER WEATHER C /C et- r TEMP. AT /0 ."437a.M 6 el- AT PM ENGINEER Xfrl Pi,. L.,: ARCHITECT /74(4,w-7-42 4 h%nrr e CONTRACTORy� D �^ W 1/ L4coci Code �� �` "' e ) TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR C.A. 1 7 3e. 7 ex / WATER ...71 105-0 TOTAL 4 -`lr( 7-z7 z-6 (Q,ff /t /63nOC 57,..o O775 (, - Y -f -27 '.," 4 A",4 IbQ400 5-91 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT �• * /G y- QC: p .. STRENGTH PSI SET No. FA. C.A. 1 7 3e. 7 ex / WATER ...71 105-0 TOTAL 4 -`lr( 7-z7 z-6 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD .. STRENGTH PSI SET No. 0'77(0 e -Z! 7 —c. 7 ex / 1 19500 105-0 0777 4 -`lr( 7-z7 z-6 (Q,ff /t /63nOC 57,..o O775 (, - Y -f -27 '.," 4 A",4 IbQ400 5-91 PRODUCERS: CONCRETE AEA ADMIX. � CAC12 PLACEMENT AREA & NOTES / /LC`� ' .Q AV eY honej14,,r CEMENT CU. YARDS PLACED DESIGN STRENGTH /A' c-1 -z7, 2e9 357,3‘....i37 COPIES TO: WC t' Gi tc) t,Ia eo 2 -tc1 INSPECTOR: SIGNED:��"` Aft TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 129/.. PLACE WED KIRKLAND, WASHINGTON 9BC';d _E .98010 evERETT o 1U JUL 3 0 1987 BUILDUP:I DERV 51- 76 // S' J r ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD r/r, 7 -"S REPORT . No 28564 DATE 6 - z4 = -67 CERT. NO. 67,< -5 SLUMP PROJECT _L 17 / �}-- - c UNIT WEIGHT LOCATION i 1% /.14:). 6/ Z-/jt'G't- 4' ,e- Qet.% CEMENT FACTOR BLDG. PERMIT NO. 5.10 5 4-- d71,2. OWNER AI it :':FATHER` / t.� /' A TEMP AT gel AT AM 2.,'/::20PM t NCINEER ARCHITECT G!..../ r -Y 41 ,A /- / /7 /N/ al l 41 CD CO TRACTOR/ /4)42,sTwEod' Co rf _IF ,0. f) TRUCK SAMPLED /14 TRUCK TICKET No, Q /c) —• TIME SLUMP i %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AI it '') :'c; FL0,) 7 C.A. 13cacao al l 41 CD 8c; 5-c) 4 •-'Z' 7 -2,•'; TOTAL 2X4 2X if 17 coo I" 4.00s $S-•O S-e00 o 6 1 s G - 24 -7 -2e-i .Zt COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU, YARD DATE MADE DESIGN WEIGHTS °/ MOIST ADJUSTED WEIGHTS CEMENT .Lk STRENGTH PSI SET No. FA. (� 41C) -7 -3 7 C.A. 13cacao al l 41 CD WATER 5-c) 4 •-'Z' 7 -2,•'; TOTAL 2X4 2X if 17 coo I" 4.00s CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 0613 Z,- 4 -7 -3 7 Z.X4. 13cacao al l 41 CD 0 91 4 •-'Z' 7 -2,•'; 2e 2X4 2X if 17 coo I" 4.00s $S-•O S-e00 o 6 1 s G - 24 -7 -2e-i .Zt PRODUCERS: CONCRETE NI 4.5 CEMENT c7 r C' 1- AEA ADMIX./ eG�11 /C C�CAClZ % 1 /� .5 r C'�s /�i.le-4 '13 6 2/,) �% -213 26 '/ —� -/!_3 (a.7') PLACEMENT AREA G NOTES / J `� � / •J V � '! � f ( 2 . � % / e/- 27' f i - 2 c / ( 2 ) -/i / ` CU. YARDS PLACED 34 DESIGN STRENGTH A -/ C 2 7 ' ) 0 - C .f ( 3 / ' ) / 3 4 (4G'')., 1 " - - 3 ; , / ‘ , 4 = ( 2 1 0 , 1 ?r -/ 1 h e 63 3 COPIES TO: 'JO ! ' (2., i -i (.1, 7 �O INSPECTOR• SIGNED: •J M W. I TO: C CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E 126,.+ PLACE KIRKL AND. WASHINGTON 96034 EVERETT KenYL 12061023.9000 12061 259.00 17 e " - (T- ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD __ ___..› - ` _ G '74. . ___ No 28565 DATE (:.' — z41 -' 87 CERT. NO. U7' ;-. 5-1 %AIR PROJECT � C•- ,r.7 sLa ,-. YEILD CEMENT FACTOR LOCATION y^ 4.".0-1--.02-:..41/7 . /46 0 / 2� �7 CONC BLDG. PERMIT NO. e7 J/ :). OWNER 3 1:17/4 7 WEATHER (�.ICCL Y' TEMP tt CJ5 AT AT.3 5-- AM PM ENGINEER /< JAI Al; ∎ -•,,G"I k'°-`'4- TOTAL ARCHIITTEECT Ow /7 ,4 c:4-/J /% X /i717c CONTRACT OR,,//- sTcts� e, C- l,rI? (L" $»'C� TRUCK SAMPLED A L S TRUCK TICKET No. 3 2.14 S.~! TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR / 3 C.A. / 9 G 8 l b .> 37.7} k'°-`'4- TOTAL Z 1 /743-00 (c030 0'743 6.. —Z' 7 -2q ale lif Z_ IIoS4oc) 6-e 10 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE DESIGN WEIGHTS ..; MOIST ADJUSTED WEIGHTS CEMENT v •'- �l STRENGTH PSI SET NO. FA. /1_`e C.A. / 9 G WATER 37.7} k'°-`'4- TOTAL CYLINDER NUMBER DATE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 070 1 ``MADE 07O2— k'°-`'4- '7-2..4 Z (•,X /`L /743-00 (c030 0'743 6.. —Z' 7 -2q ale lif Z_ IIoS4oc) 6-e 10 PRODUCERS: CONCRETE 4011 e - X�"a- AEA ADMIX. f� CACl2 .Z../ °!o DESIGN STRENGTH PLACEMENT AREA & NOTES %7�y�'rr[^ / //�-5 20, f `''/ j9, 4c2, -r,, 4 Z� 4$ T- 45c6 -0 J CEMENT CU. YARDS PLACED u COPIES TO: O.Y- .r (l 1 \ -1 -L` 7-23 INSPECTOR: SIGNED: J /yid/� �f 1'— i • T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126 .r.+ PLACE KIRKLAND, WASHINGTON 99034 E VERETT • TO: L'ItIC 5)1- G'L' L} C >et 74 // 5 iFt "'`' 12061823.9900 12061 259.0917 C /?>1- ale,. �C > �� J E-- ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD ° 7a REPORT No No 28561 DATE G. `Gr-87 CERT. NO. '7 -Ste' PROJECT ,y 1 0 r 'G C �!f!(� LOCATION !VT/ / k'C/ -r/1.X'0- /.1C&. q igve BLDG. PERMIT NO. 5 7 e. c 47/ :- OWNER WEATHER CL ca. TEMP. AT AM c AT 2:G"C PM ENGINEER /< Al frill a L' ,f,1//7Ca ARCHITECT /9Ce %u -/'et' !f CONTRACTOR /4 %571 -400 c, i le, r/''_ 6 i-0 7`) _ TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR Vii, $S1 r ' r -L 4,' • id ? C,A. /3coo 433o g, o d ti C 6- t 7 -23 TOTAL 2-X¢ /(0900 Sago 0 6 4 2__ 63-- z5 7- 23 ✓ 27 Ail. 17400 5 O COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS °i° MOIST ADJUSTED WEIGHTS CEMENT 84 1`= STRENGTH PSI SET N0. FA. 241,67 7- 2. ? C,A. /3coo 433o WATER d ti C 6- t 7 -23 TOTAL 2-X¢ /(0900 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. O(oA O •-'2.5 7- 2. ? 2X+ /3coo 433o 061 ( 6- t 7 -23 Z a 2-X¢ /(0900 Sago 0 6 4 2__ 63-- z5 7- 23 ✓ 27 Ail. 17400 5 O PRODUCERS: CONCRETE /' I! e 5 CEMENT f re) v7< f/ ( 30) (K512 2 AEA ADMIX. PLACEMENT AREA & NOTES P/ /PS .. J3' !� (e-o, / - / (&P), ), CU. YARDS PLACED 24 DESIGN STRENGTH 2 -i ("2-4-.) El- /f (2.7); A (32),,-2/4 (Z'), G -, rns /4; (?d, 4r /1 -' ctr (z4) COPIES TO: lA"A- — I Lik' (7() INSPECTOR: -j SIGNED: • T 0--ty Q, CASCADE TESTjjrNe- r�'il IN�. TESTING & INSPECTIpN /;11 :AGIST 12919 N.E. 126,, PLACE K IRK AND, WASHINGT 99034 % (�QI.,�E'ItI1� 9BOO EVERETT JUL. 2jr1 I26( 2249817 C�.f-y, to ►' yI.�I ';,;ILA I TO • //✓ t' .7' / //tie [I) ;::;c I /<r ji/ j'4'& `ex'0 3 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA e SEE FIELD 3_4 0 a2 0 REPORT Na. 28560 No. DATE 6 - z4 -e7 CERT. NO. 826 -Si) PROJECT D7' ( h /6/ LOCATION /`4e / ..Z;04 I. v z• bA t7 BLDG. PERMIT NO. CI)GABc_47/ OWNER WEATHERR CNC'tC T TEMP AT AM 5 AT3 ; FJUPM ENGINEER /< i)1 /r,�- //7 /zCONTRAFTOR i Cory-9 ( rc,y ARCHITECT G W / /I A: re A GG'QS�Loocd TRUCK SAMPLED / \ TRUCK TICKET No. 3 q 4 7 Z TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2.45 I =/`. %e 7- 1 7 C.A. .. 7 7 WATER D9S8 27- TOTAL Al 17avp sy I o 0/S-9 -L... xel- 7 -2_Z. ,/ 2A1 17 2_00 s41 130 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN °b MOIST ADJUSTED WEIGHTS CEMENT WEIGHTS G• e 4' STRENGTH PSI SET No FA. 2 „re a 7- 1 7 C.A. 12 2c,0 38 90 WATER D9S8 27- TOTAL Al 17avp CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No D4 5 7 4.'- 2 � yc 7- 1 7 �� !f 12 2c,0 38 90 D9S8 27- 2. 8 Al 17avp sy I o 0/S-9 -L... xel- 7 -2_Z. ,/ 2A1 17 2_00 s41 130 PRODUCERS: CONCRETE A�i /r CEMENT �f AEA ADMIX. IDU XIS' " 4g L 141CAC12 PLACEMENT AREA & NOTES P /e.s /../ (3/ d 6 ✓/� (30 '! `? -/ (30) j_ C3 z" , , 6:3 j i -z (3S)) z� -/ .(3a ) . CU. YARDS PLACED DESIGN STRENGTH • TO: CASCADE TESTING LABORATORY. INC, TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126 „. PLACE K AND, WASHINGTON 98034 EVERCTT 01 Ce1 a' 4� , f 4j /I S' / �> c)7 /-tiek ? E> c' j a.. 12061 823.9800 1206/ 259• 0817 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT 28559 No, DATE - Z.3•- '5.7 CERT. NO. b'7 -- .3cf PROJECT ,/ LOCATION T % / / 6 / Lr, r. 1 G,f'L7trI7 BLDG. PERMIT NO. /� OWNER CEMENT FACTOR WEAT FIE R 4 /'i /Phi 6)L'Cr(ia37' C /'itl" TEMP AT AM 4'✓ ATle.00PM C GiNEER /< /VI Al u. it,) ARCHITECT v 1, re/ , i'ri7 r' '' CONTRACTOR D g iv/ -- i /e..s ?1'4v a 6e) ���1/lCe r/_► _ 0 TRUCK SAMPLED e 70 TRUCK TICKET No, 3 24360 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AID )?,' ' - a it 7 C.A. / %'-32. t3 -}oo 5' 63 .-34 g45' 6 - Z3 _ 2 1 TOTAL V/ 194000 `E (r..� b1j4 Z3 -, _ 2.t t/ 6 X ) 2 19,5 s(zip cz. 6$10 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ?o MOIST ADJUSTED WEIGHTS CEMENT ....5-6 4 A SET NO. FA. /e5-'67 E -3 o 7 C.A. / %'-32. t3 -}oo -48830 WATER .-34 g45' 6 - Z3 _ 2 1 TOTAL V/ 194000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. Ot /z 6- Z3 E -3 o 7 6,/ilZ t3 -}oo -48830 01 /s 6 - Z3 _ 2 1 - C. x. Pe- 194000 `E (r..� b1j4 Z3 -, _ 2.t t/ 6 X ) 2 19,5 s(zip cz. 6$10 PRODUCERS: AEA ADMIX. CACI2 PLACEMENT AREA & NOTES /0 /C'34,-5 ere/ -, `� s 7 /7J CONCRETE 64” ne j- CEMENT CU. YARDS PLACED /4 DESIGN STRENGTH syefee COPIES TO: -rI ,i•, J'�,I.. 1- I -7-2 INSPECTOR: Alo//7 SIGNED: C CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12019 N.E 120m PLACE KIRKLAND. WASHINGTON 08034 EVERETT r ., 12061 823.9800 (2061 259.08 17 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. No 27212 DATE c 2. 7 CERT. NO. 67& - i PROJEC L LOCATION 1y &0 /xifer(vJyn 4v"e /U Is' w,1/,t, BLDG. PERMIT NO. 7 / / a� OWNER WEATHER pa, -;'t'd e' C loud ' &A''it TEMP. .5-60 AT 7,•‘,/S AM AT PM ENGINEE'R ARCHITECT ( t 4 t I-(�, 14/4 I• -6) A rr , I• t �1 4 .l A CONTRACTOR we,(/ Uvo>?j 1.-J,1 TRUCK SAMPLED ! 6 / TRUCK TICKET No.3 /� 4133 - TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR �4` %: 7 C.A✓/ I ° 3 2 13zoc:)0 74` 7u`, 3a2 y 6/2.2 7- a TOTAL 10 9 000 b e 80 2 (;)s ic.fr.. 2. 7 - -act 28 1 17Zsdo to ac COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT f 56 A SET No. FA. / h ( fi e: -;e; 7 C.A✓/ I ° 3 2 13zoc:)0 •4(c>7CJ WATER 3a2 y 6/2.2 7- a TOTAL 10 9 000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT , TOTAL LOAD STRENGTH PSI SET No. 373 6/2, , e: -;e; 7 %,7j2' 13zoc:)0 •4(c>7CJ 3a2 y 6/2.2 7- a g 10 9 000 b e 80 2 (;)s ic.fr.. 2. 7 - -act 28 1 17Zsdo to ac PRODUCERS: AEA ADMIX. CAC12 % DESIGN STRENGTH 3 0 e.'N CONCRETE ...CI'i e ISf h , sr CEMENT Type I / G� CU. YARDS PLACED 9 PLACEMENT AREA & NOTES t tCf t fry 1 ot% a, 1) A uy p t' Pt 1 e .5 50 Lot k Q COPIES TO: k (- ,Y. ( )C> %i' •. 5(-, ?- zl INSPECTOR: SIGNED: M CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 NE 126i.. PLACE KIRKLAND, WASHINGTON 96034 EVERETT TO' VJ �V� J ` 1 / 5 I �, - /v (\ e 1206)823.9600 12061 259.0617 lEn: 'OH JUN 25 1987 ATTN: AS REQUESTED BY THE FOLLOWING WAS NOTED: CI 1 Y or T67;L \diLA PLANNING DEPT. PREVIOUS REPORT No. 34201 No. DATE 6/P-2/ ! CERT. NO, 87 (l!J PROJE / ..5-; x S+ - 13 u ,` 1 , • LOCATION /4/ i;6 , � 1:ilt1- 1) rPik4ve u MW -k BLDG. PERMIT NO. OWNER EATHE ����C�J TEMP, S AT ` %,' Y AM AT 1'M ENGINEER A RCHITECT P. /7 0 l /i 1 - i t, ff ,It -►11 e..,. A 14 1NTRACTOR l4 L ; 1/ j:1/,,.'1/ Cr'L- i• • PCSPI S1.b tt'I/ L r,iQ 1 A I'-L' r� -f q I l 14d1 1/Vg /1 q' Il 172gci I\ O.j- fro j /.7/.• / �� e 1/1, ,'7f'/ /c5 Co e o...6 II Ie�s 12 3 0, 1�L- ���bt y + . �; �1I 1, ti ct L`i t/V mac. _ I �. L. �r i -S .S U {, c.. , � c 1�/1. !r . F- �. 1 lJ � t',. � � / p 1;vr't D J• -C.;11 p r %e . i> 13 111 r_ OA/ ,-e:1 iv+^ rl e .2' "1-Q I, .1 li d U s, S' l9 'a f> �`�! ( =el T�l�' S it/ Kr) 1 X b(/ ; 1 1 .7.5 !Yi ct }( }f r z e r 7 SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY ,p i .a /'c +r ! , i '11"e Q. rote fist litcyS w4rrg. C-4 St, 74 fie COPIES TO: 1t' 1 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor "June 25, 1987 M.N. SANDLER & ASSOCIATES, INC. 200 112th Avenue N.E. Bellevue, WA 98004 Attn: Mark Sandler Re: DT &C Building and Six Star Building Fee Summary Dear Mr. Sandler: Per your request a detailed outline of the building permit and utility permit fees for both the DT &C and Six Star buildings follow: DTUC BUILDING - 14601 Interurban Ave. South, Tukwila, WA 98168 Building Permit #4712 Building permit fee Plan check fee State surcharges TOTAL -The -Pecs are- jne.d> e..e Utility Permits Curb Cut /Access /Sidewalk Storm Drainage Fire Loop /Hydrant Sewer Water Meter Special Assessment Temporary Water Meter (renew every 60 days, $100 each renewal) TOTAL $ 953.00 619.00 16.50 $1588.50 $ 25.00 25.00 25.00 170.00 1550.00 1452.88 100.00 $198.00 paid 4- 27 -87, $755.00 paid 2- 18 -87, Paid 2- 18 -87, receipt Paid 4- 27 -87, receipt (0 owing) Paid Paid Paid Paid Paid Paid Paid 6- 19 -87, 6- 19 -87, 6- 19 -87, 6- 19 -87, 6- 19 -87, 6- 19 -87, 6- 19 -87, $3347.88 (0 owing) receipt receipt receipt receipt receipt receipt receipt receipt #7074 receipt #6018 #6018 #7074 #7948 #7948 #7948 #7948 #7948 #7946 #7947 Page -2- M.N. Sandler & Associa C, Inc. June 25, 1987 SIX STAR BUILDING - 14501 Interurban Ave. South, Tukwila, WA 98168 Building Permit (retaining wall) #4763. Building permit fee $ 337.00 Paid 6- 11 -87, receipt #7825 Plan check fee 219.00 Paid 5- 13 -87, receipt #7390 State surcharge 1.50 Paid 6- 11 -87, receipt #7825 TOTAL $ 557.50 (0 owing) Building Permit (foundation) #4762 Building permit fee $ 238.00* (administrative fee) TOTAL $ 238.00* Paid 5- 13 -87, receipt #7390 (to be deducted from building permit) Building Permit (building construction) - in process of being reviewed Building permit fee Plan check fee State surcharges $1979.00 Not paid 1286.00 Not paid 16.50 Not paid SUBTOTAL $3281.50 Administrative fee - 283.00* (Paid under permit #4762) TOTAL $2998.50 ($2998.50 owing) Utility Permits (Curb Cut /Access /Sidewalk, Storm Drainage, Fire Loop /Hydrant, and Temporary Water Meter permit fee all covered under DT &C Building.) Water Meter Special Assessment Sewer $1550.00 Not paid 1636.83 Paid $1634.24 6- 19 -87, receipt #7946, owes $2.59 170.00 Not paid TOTAL $3356.83 (owes $1722.59) In addition to the utility permit fees listed above, the curb cut /access/ sidewalk permit for both buildings require that the developer provide the City with 150% of contractors estimate to construct curb /gutter, and asso- ciated utility relocations and drainage modifications. Page -3- ' M.NI Sandler & Associa& , Inc. June 25, 1987 This summary includes all fees known at this time and does not preclude any additional fees imposed as prescribed in the Uniform Building Code (1985 Edition) and other Tukwila Municipal Codes (i.e. reinspection, additional plan review due to incomplete or revised plans, etc.) If you should have any questions please don't hesitate to call me at 433- 1851.. Sincerely, /42104 Becky L. Kent Permit Coordinator HOWARD A. KINNEY, A.I.A. 200 - 112TH AVE. N.E. SUITE 206 BELLEVUE, WA 98004 tes7 Ctt Tu ka)t k) 2Lr) fbuleVaJr - Tu ) WA coo 1 ss 4-11.011011 . Mr. Dua/1 Gif ui , c 1a 47/.; Gam- . Mr. Girt V7 j • qb1 Zow t Nal our tc.1 COI-1V l (o Y1 0 t■.# l�lt�Ir wt U �r0wrtt °raw s sk,w w7 oN11t4a V 1 WI Y The. al l . l { G-Zuv 2 sii w � �� to uvtv>q relc�� t> at hi can l wwIL'' 1 FY- DV tom{ e a., a,Kee . PCa tvlc� A- S, 4 .5 c euyi dct rrlatilij to -ate " /11/1om= „ wa•11 tvt Itutu "P{/p/ €±"�) 10 .(5,) 111C-1/ at/d vt-'l�rt�fi� tUe-6,4 scr 1^V : j ��aL)lcih 1'j . ; G local Ire e t�l lCt°.tt V� 4� Vt% roG tr' Y{C �Oe�tit c i±a4 c c ,ti .4,4)11 rrov t og? ) v4 wc ram taJ t 1 lilt/ 4 l low v- I rit lat t tlrt it Gt--� Ir 14 1t Ut � f' ow are a) - 4YZe cycle .. � curiA -erg if.td` R— -z "O *-' Jolrtl�l k11 Wa1tI5 . wi A- , I a, t II o f t-a` ilic +//i tOwcv14 vri tt �e 1� a e4 Welt ;t VII 11 het) +1 e.. vtt 0 tri-�u lai 1.011 "art c(t tip 4e±-2/11c-e4 ovt u fild trt rn e Y c ra.A. _°Gt t� . l vt�c y- -he ¢ R -- o % - v- c1 k — lit -- Fwiftl. .1t OWVI K. )C I-et di nG value a, ate v iL l �- i t—iie. e!1cWr1 1 h he 1v t' �� 4-1 • 1 1J11 ',1IIII�3 I111 111 11111 4 11� III illlll� III III I�11111 51 I 6 No.18 C77....:-V2.7 E iIdII!z I IIII�IiII 6 8 111111111 111111111 1 in111111 9 IIII1IIII iII111111 mdmi 2 1111 t 1 G. �cc:X/1k • ) q 11-11 w fla Ief v 1St) 1 IA 1 1 --HVA• 11/1/1 f i IIvgfs' `es --rlaee ten emt 46et• uiiiff a4ae-cvi -144 1-e c4 IA/al l at4,14 Itor vtd r ,' • i wa,� aft- ©t-t t tia,( 1 » u W �evt `� �t�' e e M i tH'i ivt floe, sckYt Lia,rd vr'tosu re , 1vv-i-, 401A lea.le vic l� a vh= rt � 44 ,A-e. � e V!/ Y t t7 �� t�� , 1( fto' • L mow» w a d r 1 ) / e ' t ` i i o V I A * ' r e 1 M c( 44-41.1 vi a) Gen aRe31~04.41 n �WGfiVG� r Oat,- . t Ct,441 '(via± ou ail Used - � - ►rte 10 CLTL wa, e. »l tica,l a, +e.v i v . t-}-- t -, l- wrak`e wg f l tit a vsia.) -}ti eam a uoldf 'u - 1 -vrc Om/ wilt u e all YJ�vC Loh'' 1'" GWI Ioe vequirl oo a7 oV1 arrr e-c-tatcA a { ©t�la i o i'vvet I i or) loin} ice E ' t out . your coY1 vvi -thy Lt oU 47/e2 II` IIIIIIIIIIIIIiI 'I'IIIIiI�JIIIIIIIIIIIIIIIII I1IIIIIili4 ilililililili IIIIIII�IIII�� 4 N6.18 SI I Ei I l l i 11111111111111111 I T 1!11111111111 uiiluu 'II 8111111111 L 9 1111 1111 9 1111 1111 miluii 1111 1111 Z w� 11111111 mJ PO.•■•■■••••••rommoreofrailionnourrompamsewven. v 4..moteorrorer. 1-o" LAG POLE 8 43A$ S. bid alternate no' A6. raz tPX 7°X 1 a4 - asphalt paving 4" base compacted earth rti 7114-_ • !1 expan joints 20' � c max °X 7° X• 3X: 7° X7 X x 1/4 7' X ALUAAiii.)N\ ALL' M. 1 NUM OAK OAg. OAK PEMARKS • •••••••■•• .7-oRE.Pk'oNt-r POOPS OV A NO ci...‹.36e,F2.6 1-1ARPWAR. 15Y nook tArR W 11-1-4 1-U M 5E32 coM r2V Fa" WM4 04`x,1°GLAZE.17 CUTOUT- 11 - a 11 11 U u. 11 • „ . 61•11•10 • 07 47 X L.W4- X7°V.1,14. V'x--7°X1/4 ''"X 7' X I 11 u I, .it _4. flat ramp AS-12- 11 iesetaents.es 1L,ISU LATE: r.7 ,r300 W rn-4 FAN. SEcTIONA1-- FR-AcTING CVL.t.N1tDe4z. ot41--Y 1/e." AAP° PLYWD or4 2. 1 ve F;?.4/v\ 1-tr7 GO:f)R W17;-1 FLU S 1-4 11 It u 11 7 11 14 14A (4g' it 11 CIL( 1.27 Co 12 E CDOC) F-1_13-f-s1-4 -PAJ. M.t5 11 11 I (-6 °)(7°)< X °X 7 X 1 -.*./4. OAK. OAK ?,X 7°X 1 -V1 Xt/4 X-7° X,10/4 V2X.-r Z5Xfr 4 c'x X ) ,w4 •t?').(-70><'1/4 X 7° X I ,Z4 Ib 0AK, OAK C.; OAK. II II 11 u, - u (0 s117E2 N.Cv POcKET 1:700R.. co le rx.)042 wITI4 LS 20M11.4 UL- L.,A0 . 12. EXECUTIVE, OFFICE 1:16 11 11 II 1/ 11 11 11 0 11 .11 'V'X7.X1S(4 -do NTS P1J takwi- LOUNG 116 bar sink & caseworkl bid alt nOA-i.12 'DOOR 'TYPES.' doors #:23 & 431;'proVtde automapc hold open and cjosing assemblylwah smo e detectors er UB.0- 1.W WARM-100 I 457 oa. 109. to AC.7 CON F/M'Al KG GENtERALNQTE.Si 'ThASH. see structural drawings•for.rnajor'..dimenslons '2 s-w.,denotes shear wall see structural dw`gs steel 24"acceas ladder ht walls I< 1 :: vt 0: see eniarge.d plans clwg A--7 for k_it'Chen; &loilet rooms • GW p P�4 VA/t5 FAI e.*\,/ OW13 Mar GOV GW PAIRT n u If 640/ OWE5 PAM" ACT \/ GW' PA1 OAK • u 11 - ON< • GW E; pAti-rr FtLAA GWO 9A14 GYV0 1■1 PANT- OAK. GM?) az F741 ewe, 1-3;114T OAK elvv03\IHT OWe', PANT OAK -0‘1■/0 FAtar GV■10 PAINT OA1‹: 0.14, awl!, XT MI5 GW f' Fi Gw5 pAiar cvme.1_ awe, 4'A1: ACT -- OAK SWe7 G oA.K, ewe) PAM" ewes. VAIJ-11- GW? PA vvrb PAINIr HEM 11 • 9 -0" IL fl: GW,i5 PAW kEM si_oPE 1:3 cl_G se.E. se*CrioN ACT -- OAK c..3:1.-V 9- OgCMIL-Its1.S 14-r "DAP:CAL. AC' - OAK -79-7:371 ACT - OAK-- ACT -- OAK SiPv 11 F-3) 4- ac-w denotes acoustical wall provide/insulation 'ae specified full height, 4x12" scupper 4 MECHANICAL EQUIPMENT MEZZANINE PLAN 1/8". 1'-0" 1 PLOOR PLAN 1/8 NOTE:., located over toilet rooms acoustical insulation alt walls it%Nrevised doorswings ,rwassork Ocikk1CXDIZ WOAA N EN WORK AA: catiNt-n_.F11_6 GEn OFFICU cLcr ce-r- CONWUNIS • CPF2111. *AZ GPI' lt_4 CONC MezzAN !WEI CQNC • •■••••••■••■■•■••••••e 4. THHHIN 1.1 1 1: 7, 1 Ill Ar p 1 urii1:11111111TH1 1 1 HI1 11111111H11111111,11111 3I ' i 4 1 51 (111_, 11, $.1 1 i ■$: • , 111) .;1111 4. owl, Pat GW PA1 V1N viN 91_� .fl 9L0LI 10 -3" cW1-11,1G 14y. t-r CL.G HT 14-itz RA,Tv 8`.--Ou ct..0 COVE 44 8 -Oa CLG 1-Fr/0 e5LF cliVM 15Ae- tA1141.F..4,_■?\1_1._. 'I'M LW PAINTr-514V.1.-1G14-1- f4 TN& cAL„G 10L.OgGE.11_-11\IG 14-r -T-YviciNL, 6,-0" CLG k-r' P -0 cig hfac.insfufl clg 1-0,1 ci-,a 4-r 1-1-12 WATF-.0 e3k- a° cLo NT' e- rzitst-r 2 NG co to <‹. 4. • paving ,`concLwalk 19/A -5 If 13/A -5. i4/A-5 S,/A -5. • tog of wall ff conc paving f/ al swale ENTRY VESTIBULE .RECEPTION ff CENTRAL FILES WORK AREA SECTION A -A' 1/8" : 1' -0" 12/A -5 STORAGE 31A -5 r---r LOADING AREA 6/A ;5 * 10 /A -5 2/A -] berm . a,wv ..■••a.,.aS.xur.Y.a rcJHFa.. oc- u .•MOa.'1..aanra.W.ay..c�.•,s.ya wJioways.i i. uauaai.4uvt...u..,- ay.••.. -u.. n.•,...1.7w7Gq •-1r11.11 X• rr+n.nawn,, ff ff. LOUNGE GENERAL OFFICE AREA NO 1 • ENTRY GENERAL OFFICE AREA NO 2 PRIVATE OFFICE. SECTION B-B8 1/8" : 11--0" 9/A -5. • ((, T :mi 011(i- /.2101.4A'.5 , 0 0 0 0 0 -NORTHWEST 1 1 N WEST SOUTHWEST, /i\ EXTENDED ELEVATION 1/8 : 1' -0" trash yard enclosure Fr/A-5 'bOUTH KEY NOTES s Senergy Wall System per specifications • Senergy finish coating over concrete per spec skylights and sloped glazing; system metal roofing insulating glass gypsum wallboard system acoustical ceiling glass relight Ventwood screen per spec mount in aluminum frame to match storefront fin floor x 12 ^J- scupper machine yard enclosure SOUTH EAST EAST 'NORTH EAST EXTENDED ELE',TION 1 /8" : 1' -0" 11111,1111 1111111111 11111I11 11111111 L_ :111 1 111'111 3 IIIIIIIIIIIIIIIIIiI !IIIIIIIIIIIII�IIII IIII�IIII 8 Illl�llll ■ 1 6 NO.18 a IiIIIIII I-1:11 llllllillllll I hIIIIl iil!fIIll HIIh l hIIJIUUIt entrance NORTH • F.& { w rI 3 118x9 glu -lam curb It _ .1 Ili 1111111114.11 1 MP! ,111=:� •r 4- Faull•Ji � 2x12 joists 16" oc t� I lkV■ \AIM _LAiiiFiri i GW slIM � ■ ■ V/ • LK AI skylight gypsum wallboard 6' -4" fin opening ceiling slot 6 3/4x21 glu -tam bm 2x framing 16" oc acoustical ceiling D SKYLIGHT & CEILING SLOT FRAMING 3/4" : 1' -0" .a rn c 0 10 m see plan drawing A -2 for tooled joint pattern in exposed aggregate conc tapered aluminum flag pole per specification *4 bars top and bottom h ardwOod wedges. - dry sand tamp in place foundation sleeve blank asphaltum paint on pole below grade steel centering wedges steel base plate ..._.steel ground spike c FLAG POLE BASE 3/4" : see section A this drawing for roof and wail notes Syenerg System ov.er • . plywood sheathing . 3A galvanized i.r.on •downspout `special. formed_ • metal strap see. details drawing A insulated steel deo in steel frame 'formed metal stra expansion joint • 15° pitch 3/4 " chamfers all corners i• ;,,grade' beam outline • be_yond wall • • aluminum• threshold-- top of grade beam beyond. door: • . wall top section. .8" reinforced concrete Wall. • see structural drawing 'Senergy finish coating jbefln.outUnebeYOfld Wall -4 bars at top and bottom n. • • . a •n' _ ? , X11 ,•JIlif 1411.1 • compacted soli 2" rigid insulation 44 reinforced concrete slab and edge --- for grade beam and foundation see drawing 8-1 B SOUTH WALL SECTION 3/4' similar section for overhead door opening J. . 'T11711111. 1111111 111(111 2 1 II1IIIIIIII1 3 metal roofing -15* asphalt impregnated 5/8" plywood sheathing jz,,,,,„---‘ R -30 insulation 2" ventilation space 2x12" joists 24c oa. 120 0 blocking at. 'mid height =1/2" plywoad.sh= at:hing "'Qt Y rigid insulati , Senergy Wall .S stem -- -` -1/2" plywood she thing 3/4" rigid insu.latlan - R -19 insulation, -2x6 studs 163'. ac 2x6 d plat Senergy treate finish' 0 er concrete bo -atom• of fin wa 1 r-_ 1/2x8" m bolt 48 "oc minimum 2 bolts per plate �J• orchdown bituminous gutter liner metal facia remove soffit of 6 3/4x21 glulam beam finish grade berm to 3 in 12 slope IL ~R '20.6 insulation waterproofin9Ansulation per spec washed gravel backfill 6" perforated plastic drain extend to storm drainage system a k . ... ike 'r •a f j���illilll�illllll�ll�H! �It1(I!G concrete slab ation rane compac ed soil for reinforced concrete grade beam and . foundation aee structural drawing S-1 • A'T'YPICAL, WALL SECTION 3/4" 11-0" 1IIIIIIIIIII11 4 IIIIIIIIIIIIIII1I1IIIIII111( 5 6 I 1111 IilI�IIIIIIIII IIIIIIIIIIIIIillll( ;1111111 6111111111 Illl�llll 8 IIII1IIII ili111111 Nola ass`'.- '.«T".'"" lI l 1111111111 lil 1 1 11 l l I I I I I I I I I I i l l l I I! I l� vent tit ye opening 4100 series skylight cap flash tm met rfg 7;11 Y IMO 1 1 openings met rfg to 9 1/4" galv hdw cloth. blkg 8" ig at joist . 3'1/8)(9" glulam curb 4100 series typ kyltght • sections 5/'8" gwb A • • octagonal tube 1/8" sti plate weld in place 2x4" stud 18'oc -- 518" g w b ` > met corner typ 20 DETAIL 5/8 "gwb 5 1/8x9" glulam bm stl cylinder — bm connecter see str dwgs 13 DETAIL torchdown bituminous gutter liner expansion jt at mid span 5 •1/8x9" glulam bm 1 314x4 1/2' al frame bar steel reinf al storefront octagonal stl tube see det 12 above 1" ins glass at exterior storefront single glazing at inside door and relite exposed door closer 1/2a pwd shth --3/4" rigid insulation narrow stile al door with single glazing .:n. ..... \1/2 pwd shth at shear walls see str dwg 1/2 pwd shth at shear walls see str dwg \--- -outline of facia over \ \ met corner typ ORDINATE WALL typical 3" diam downspout / formed met strap / see notes det 1 below Futura mat 3/4" rigid insul Senergy Wall System expansion .jt typ ' frame wall •conc fdn Senergy finish i1." 'vee groove at 3 in 12 slope gale iron ds enamel tm wall color formed met ds strap 1/16x1 1/2" galv iron . secure with sst screws center 4" conc tile on ds grout in place 10" conc grade bm see str dwg, •11 •rn door ail t ,--QS sill 1.11, 4 J'JI r'-. >. . . 1 No.18 �`'"�'" _..`• it X 6 8 G 9 9 1 E Z w1I wbergh ss insul R-)13.2 min -waterproofing/ insulation per pecs 1 DETAIL —secure tide to fnd with galv plumbers tape extend conc the to 1 daylight in gravel packet see dwg 0.41 4.-*v`.J, t1+.#x�,^+iA.vir urr. WAN '._::WaNldal..i'.YYiLfK6NMtl1: L; r �'i .��..7/-:)I.1_� p- -- S^e , f r-1 L3ELO \`.. ii 'VA L :- )A1'.+t A'C) WT. PAY .VT t=:' r A 1 1 1 4". Qt'i A- A /VOTE 100 YR FI000PtA /N OF GREEN 2 Vt R FOR TH /5 PROP,5RTV /5 I LEV 20.0 1 �1 r..a.wrw.. J i / .� w ......_.w -.,® - sr i 23.10* 22.89 * DRAlN4 GF_ APRON' HP lE. ; 39.00 1 I ;1 . ? r 1E: 22. 80 I r• r1 • 7"A 1 1. DRAINAGE APROAI N7 S. .a1 w.. FF. EL. 2750 1' 1 MOTE: l DOW1VSPOUTS D /SCHARGE/ 1 /NTi, CONCRETE I Mitch DAYLIGHT 1 /Nrn LANDSCAPE AREA , AROUND BLDG. %. /E 22.50 LOT 2775 : CB ? ^-TYPE .1 Top 25' .5 / 12 "7E• 23.20 ZW .ctQ Ltql CO o WJ>.W WW WO cr 40QW O� 0 ,- V. 08 w C0 1 LOT 'A;, 26.00 C438 TYPE I TCP :33.0 L.1.- 12"/E: 30.00. Iv. 00 /;• #6 --TYfiE 1 270 ' TOP : 25.0 t. 12"/E: 2.3.00 26.00 26. do -2o LF. I \ @S= 24.00 ,. p.. ..•�.. a.... 8ENcHMARic ELEV7.2.3.34 C H /S!_ ED C) /N SE . CORN OF 3' SQ. CONC LIGHT STANDARD • 8115E ON E. SIDE OFI:VTE UR.L3'AN AYE_ 50 '-f SOUTH OF /44 7 H Sr. (c /ry OF TUKWILA D 3 ) 2" ASPI-IALT -CLASS 8 -0.02' 71 rn u CT4 /. l2"CMP SLOTTED DrF'H!N 6 f/1 N Ts.. w/ 2"z Gf ?A"its DF FrN SLOTTED MD DRAT 35 '1 I.. - EX/ 5T/NG o GROUND w 47. 30 25 ;2 "CMP 2/.000 70 20.783 23.2'5 (yrO/Y 8 1STA . 76 f 77 /7 I( /NrERURBANAVE.- ENTRANCO DES /GN) SECTION N 8 -- 8 co N 2 cu (:4_16:13 C. 1 PA V ,.. A./I Y' .'\I 7 FF. EL . 24.004 rte• C8'114- TYPEII -54 ".P roP 2. Q ± 12"/E' 19.00 (W IN) 12"/E:15. 30 (N. /N) 24 "IE :1726 (S. OUT) C..1t5 -TYPE I NOTE: DOWNS OUTS /NTO C NCRET WHI C DAYLI /NM £ANOSC. ARQ'UND 8U/LI r 1 3? LF - /2 "CM/- 703-64. 24.00 24.00 24.00 21.80 R L. 0 t 23 .re , ;r= 210 00 ,...,„,......„„.....,............t 4 P/F00-402'0/61CA4Pk\ TAP : 23.0 GRADING AND DRAINAGE•P'LAN : 20' 6"/E /9. 50 (IN) /2 "/E /9.00 f/IV) c'4 "•/E : J7.15 /OIJT ) 0 TELE MH. v1 I 3 SCALE HORI VERT 1 = 5 PROPOSED) �. PROP05ED 1 SIDEWALK CLIR8 SECTION C-C GRATE EL . 2/.6 ± OFFSET FRAft4E- SO THAT i RESTRICTOR/ SEPARAroR DEVICE IS VIS /BL_E AT EDGE' OF OPEN /NG AND DIRECT L_Y \ OVER L.ADDEF'. N.T.S. FE EL. 27. 50-•i J ---- - cHA /N- 450 CAPAC/7v SLACK WHEN G4TE /S DOWN. WELD TO FRAME • CB. 1 -TYPE II - 72"15 coNTRoL STRUCTURE : 2/6 24 "1E:16.40 ON) /2"/E /E.40(0ur) OVERFLOW 19.40 Ofd /F(CE ' 41/8"q) Ex /.577 CB. RIM /9. 26 12 " /E: /6./3 (NtS) NEW 12 "IE :16./5 (NW) /�� nom+ N. \ � / �.. 08 T4, /N. OFFS / TE EAS8/v1ENr 6 "MIN - NOTE: for site plan paving see drawing A-1 SECTION D - D H i OVERFLOW ELEV. 19.40 CMP BANDS (1}"P) BOLT TO WALL_ 24 "CMP. _'l CLEAN OUT GATE- WATER TIGHT W/ MIN 8 GUAGE 5L /DE STD. GALV. STEEL STEPS /E :... 6.40. s /-_.. f , 24 CMP S C84 a TYPE I[ '^ 72"O CONTROL STT UC "`UI?E ..�`i TsESTRlC70R PLATE F ORIFICE d.: 4 ( I1 PL A N V/EW R L-,E_IVt) CITY C.rF t t;n a 'Ei A F 31 8UILUiNU OEM. ...'t-ltITNOVAF. -aV IYY'R,. •Tf N^/fR.tiMM.V �IVR \. a. fit.\ YMY. III'lll,llllllll'I�II�IIIIIIIZ IIIIIIIIIIII�� �IIIIIII'!.I(14 IIIIII�IIIII15 1IIIIi11'11I16 No.18 �" r'" _. •" t I 8i I ii I 6 S L 9 IIIIIIIP t ¶ P E Z WTI IuIIIII1I111111! ! iliiiiiiiil�iii�iiili�iiiiiiliiiiiri�iiii 11 t1,. (1) 5 cr I_ w C .0 f1) LL otq:.v dcuwwr U '(5 Ili U.1 cr 0 O E<L4tg k • Q tO ) 0 Z ;. . Z; .E wA :t o � O) < Z" :. It \ UCH-�. ELI a NCO CD (10 °ON .ACV a." Lo m .. RE I t EFI 100 Oo �av tf� deg milme .Od e. Mcrr..■ ttiiiurtl� !n�tt>•:�r■■rr ■� ■ ■•■r..�••ti■■ V v hPl 1 yArc; Lai 1�lUii LgllC T 1k::•'T 1'��(o 6,r- --I 4Axic . ,. VIA- 1Z 9 "F- x\•41 , Tot - C.crrex frz› 1m6174.1 C, I IoF-TV MALT 11JCv 11044. Al..1•.UV GUTcxrr \VITHILL Nkon-VcriiikviN& Ai a . a,(T'OUTCo To Imer @ tiL Oztrmsz To ill} T G -I %u64-1-• P,,viuYe• °d►.t • /1 • {VOL-- 1 1114 -?s ,; 615"r1464.- FA-T1-gfaKtp 7L,4Ikh�12A ■ 6 2'x 3 Coti1Ga `T>= P 1E1- NV/ 11'112 4 H dQI .it 1zE/AoN/A1 -. i qU I SIX TAR VIB- °TtA, UGH 4F- 7 1:71A-T- • .4 �_. • .• • th • • /77k.\\I • • � 1 • 91 1q LU uJ 1 CL IB" ( -Ball. twAfri-eD' 18" O.G. I`s —TRIA VI 15--rwA 14IT-f'< P-mr- [F1- 5� -12671_..- f �_.- 21- -- NDSCA E PLAN 1 ":2 for grading and drainage see drawing C -1 IIIIIII IIIIIII IIIIIII IIIIIII 1 2 61,716Igg611 f l n � {1111 { { {II {Illlllll • --4719 IIIIIII�IIIIIII 3 IIIIIIIIIIIIIII 4 '111111111 uuluu L IIII�IIII 9 IIII1IIII -9-0,11E 1 mcAft 7T1 IE17 (w(,• 5(oPj - �oec6) yet/A2 ri: a-,4e:6 ‘ -T> T Zoo, HYPE. G I 4\15X - /ACZ1 fit✓ Fr-0,7 WV__ 044 KAY I /Cx %v . t I Nee, 0 _. •/f a' x 8'x 4" GOX.1 G • .C.I GY,11C71 18 "GGR11 .,R- giO4.7I 44 t.?6I -1 l..I,2JUr--- 1 exTZ76Et' / 2a 6k-T>r P1 N 1 �✓i�', �/-G ccEvAlk.t . PLANTS SCHEDULE KEY TREES MAP TUL CRA SNO OAK PIN CED DOf. SCIENTIFIC NAME Acer rubrum Liriodendron tulip. Malus sp.var. Radiant Styrax japonica Quercus rubrum Pinus nigra Cha^taecypar i s nootkatensis Malus sp var. Dolga SHRUBS AND. GROUND COVERS SPI Spiraea vanhouttei HEA Erica carnea FCH AHF CAN VIB NKA Fuchsia Polysticum set.angul. 'Iberis sempervirens Viburnum davidii Narcissus 'King Alfred' Narcissus Hood' Dianthus plumarius NMH 'Mount DIA IRI Iris kaempferi CEA Ceanothus impressus COT ILE HEL CIS AZA Cotoneaster ' lowfast' Ilex cornuta 1Burfordi1' Helianthemum nummularia IC'stus purpureus A alea sp. COMMON NAME QUAN Red Maple N 5 Tulip Tree 4 Radiant Crabapple 1 Japanese Snowbell 2 Red Oak 6 Austrian Pine 9 Alaskan Yellow Cedar 1 Dolga Crabapple 2 Vanhout Spirea "Mediter. White Heather "Peter Pan" Fuchsia Alaska Hardy Fern Candytuft David Viburnum King Alfred 'Narcissus Mount Hood Narcissus Cottage Pinks dianthus Japanese iris 'Julia Phelps" ceanothus Lowfast Cotoneaster Burford Holly • Sunrose 0 chid Rockrose Gtjmpo White & Gumpo Pink 21 2560 s.f. 70 25 s.f. 350 s.f. 35 s.f. 30 s.f. 215 s.f. 50 s.f. 11 1920 s.f. 49 125 10 40 SIZE & COND 3" B &B 3" B &B 2" B &B 2" B &B 2" B &B 3" B &B B &B 2" B &B 5 gal. 1 gal. 1 gal. 1 gal. 1 gal. 2 gal. Bulbs Bulbs 1 gal. Bulbs 3 gal. 3 gal. 5 gal. 4" pots 5 gal. 1 gal. VINES VIR Parthenocissus quinquefolia Virginia Creeper. 12 1 Gal. HED Hedera helix ' E3altica' Needle Point English Ivy 12 1 Gal. 'Needle Point' Planting /Installation Note for Vines: Construct 1 "x6" cedar triangles, 9" ea. side, as cutouts for planting in all asphalt paving and /or sodding areas. Install cedar triangles prior to asphalting /sodding operations, insure that triangles meet finish grade elevations of paving /sodding. Allow 6" topsoil in all planting tri- angles within asphalt paving areas. (Refer to Sheet C -1 for Wall /Paving Details) General Notes: Hydroseeding: See specifications. Substitute Wildflower Mix No. 8047 Applewood ' Seed Co. for wildflower mix in specifications. Sod (..awns: Install on 4" topsoil, refer to specifications. Ground Covers: Quantities shown are Square Feet of beds. (See Plan; i.e., 35 ) Steel Bed Edging: 3/8 "x4" steel edging to be utilized to separate all planter bed and sod lawn areas. (See Plan for bed perimeters /general dimensions) Concrete Sidewalk Panels: Utilize 2'x3' panels w /through joints, or as described in Preliminary Landscape Development Plans for InterUrban Avenue, prepared by Beck & Baird - Landscape Architects, for City of Tukwila. Steel Edger Tree Rings: Utilize 30" diameter tree ring edgers of 3/8 "x4" steel, to be installed around ail lawn area trees prior to sod installations. (See Plan) QUANTITIES SHOWN ARE FOR BOTH PHASES 1 & 2. III III IIIIIII III III I I III II 5 I l 6 No.18 e)°"."'" • {ii {lii�{ iiiiliii11111i!{II i{!IliiI 1 1(1{11111 BUILIANO Jtj Summer Sun h E 'SCALE 1 "= 20' -0" 5 :ot > ® Z'�. C, 5(r `2` oe< w.o) w Q- .0 ' C LL 06 0 H Z a o a. < LL. F- (0 0 0 O0'' ce 05 ›- L1J > (0) • .Cc csJ V..' < - l'&31.92S cv 1 1' w J 1- J 0, co L.] c3 © c0 :1 co co C!4 4 z w 0 < -) 0 STATE Of WASHINGTON REGISTERED LANDSCAPE ITECT ENNETH C. CALSWELL CERTIFICATE NO. 269 Careu,;Caldwell Partnership ' Lad Planning and Design Srn•ices Rerne 2. Bel 219 Vashne. Wasrtinem 98070 1206) 463.2196 RECF1VFD OR 0 3 ta81 ee. 7i Cs; iq ere OM • N 68°3 "352.. 20.4 construction easen..4nt for trafi 10' permanent ease ant tot trail 19' -O" .13' 32 °-0" 5° 5' 7° 6' 7' SAN.' M Q-"roP 22. ho 36 IE / r. i6* (D2 %t. • \a3 Z ■ 0 2a� 0 gh t.0 r\ • a. 9 L t i C8L curb crossin per it.1 reqs ION `� p/I to Oar VAL • hh. • 20 10 0 20 40 60 SCALE: /"%' HOR /ZONTAL MER /DIAN - PLAT 8 E_NCHMAF K EL E V. 23.34 CH /SLED 0 IN SE. CORNER OF 3' SG? CONC . LIGHT STANDARD BASE ON E. SIDE OF INrERuRBAN AVE.- 50'± SOUTH OF 144 TH $T. ( c /rY OF TUKw /LA D3) LEGAL DESCRIPTIONS r TOTAL PARCEL: Tracts 4,5, 6 and 7, Block 15 of Hillman's Seattle Garden Tracts, as per plat recorded in Volume 11 of Plats, on Page 24, Records of King County, EXCEPT the northeasterly 40 feet, thereof, condemned by King County for road purposes (now known as Interurban Avenue) in King Counter Superior Court Cause No. 109001; situate in the Town of Tukwila, County of, . King, State of Washington. LIs:;S tho following by Condemnation No. 704726 to the State of Wasnington: ALL that portion of the above described Tracts lying easterly of a line described as follows: Beginning at a point opposite Highway Engineer's Station P.O.T. 95 +81,69 Ahead Equals P.O.T. 95 +28.46 Back and a distance of 40 feet westerly, when measured at right angles, from the center line of SR 181, South Corporate Limits of Tukwila to Foster Interchange; thence northerly parallel with said center line to the North line of Tract 7 and the end of this line description. SUBJECT TO an easement for driveway purposes over the southerly 5 feet of the easterly 315 feet of Lot 4, EXCEPT the northerly 40 feet, thereof, as disclosed by Deed recorded April 17, 1950, under Auditor's File No. 4006073, reference to which record is made for further particulars. LOT A That portion of Tracts 4 and 5, Block 15 of Hillmans's Seattle Garden Tracts as recorded io Volume 11 of. Plats, page 24, re- cords of King county, Washington more particularly described es follows: COMMENCING at the southwesterly corner of said Tract 4; thence North 68 °35'06" East along•the southeasterly line thereof, 136.34 feet TO THE POINT OF BEGINNING; thence North 06 °19'04" West, 207:•33 feet; thence North 68 "35'06" East, 195.00 feet to the westerly margin of Interurban Avenue (S.R. 181); thence South 21 °24'54" East along said margin, 47.00 feet; thence North 68 °35'06" East, 10.00 feet; thence South 21 °24'54" East, still on the west road margin, 153.17 feet; thence South 68 °35' 06" West along the said South line of Tract 4, 259.00 feet to the POINT OF B£GS:iNINE. Subject to a driveway easement over the southerly 5 feet there- of as contained in a Deed recorded April 17, 1950, under Auditor's File No. 4006073. Subject to a common driveway easement over a portion of the northerly 29 feet thereof ttOre particularly described as follows: BEGINNING at the northeasterly corner of Lot A; thence South 21 °24'54" East along the road margin, 29.0 feet; thence South 68 °35'06° West, 130.0 feet; thence North 21 °24'54" West, 19.69 feet; thence along a curve to the left having a radius of 7.50 feet, through a central angle of 67 °38'09" an arc distance of 8.85 feet; thence North 89 °03'03" West, 6.25 feet to the north- erly line of Lot A; thence North 68 °35'06" East along said northerly line, 140.43 feet to the POINT OF BEGINNING. LOT B. That portion of Tracts 4, 5, 6 and 7, Block 15, of Hillman's Seattle Garden Tracts, as recorded in Volume 11 of Plats, on Page 24, Records.of King County, Washington, more particularly described as follows: BEGINNING•at the Southwesterly corner of said Tract 4; thence North 21 °24'54" West along the Westerly line thereof, 353.01 feet; thence along the Southeasterly margin o 59th Place South, along a curve to the left, the center of which bears North 71 °54'19" West, having a radius of 65 feet, through a central angle of 17 °28'10 ", an arc distance 19.82 feet; thence North 00 °37'31" East, still on the road margin, 60.10 feet to the Northerly line of said Tract 7; thence North 68 °35'06" East, along said tract line, 157.69 feet; thence South 21 °24'54" East, 225.51 feet; thence South 06 °19'04" East, 207.33 feet: to the Southerly line of Tract 4; thence South 68 °35'06 West along said Southerly line, 136.34 feet to the POINT OF BEGINNING. SUBJECT TO a driveway easement over the Southerly 5 feet of the Easterly 16 feet thereof, as recorded under Auditor's File No. 4006073. LOT C That portion of Tracts 6 and 7, Block 15, of Hillman's Seattle Garden Tracts, as recorded in Volume 11 of Plats, on Page 24, Records of King County, Washington. EXCEPT the Northeasterly 40 feet thereof, and LESS an additional 10 feet along the Northeasterly line thereof, and particularly described as follows: • Commencing at the Northwesterly corner of said Tract 'i; thence North 68 °35'06" East, along the Northerly line thereof, 157.69 feet to the POINT OF BEGINNING; thence continuing North 68 °35'06" gEast, 195.00 feet to the Westerly margin of Interurban Avenue - HIGHWAY E South (S.R. 181); thence South 21 °24'54" East along said margin, 225.51 feet; thence South 68 °35'06" West, 195.00 feet; thence North 21 °24'54" West, 225.51 feet to the POINT OF BEGINNING. IVG //\DEERS STA. 951-81. 69 AHD. TOGETHER WITH a common driveway easement described as follows: BEGINNING at the Southeasterly corner of Lot C; thence South - Q-24'54" East along the road margin, 29.0 feet; thence South = -, 5 t 2S• 46 BACK -68 °35'06" West, 130.0 feet; thence North 21 °24'54" West, 19.69 feet; thence along a curve to the left, having a radius of 7.50 feet, through a central angle of 57 °38'09 ", an arc distance of 8.85 feet; thence North 89 °03'03" West, 6.25 feet to the North- erly line of Lot A; thence North 68 °35'06" East along said Northerly line, 140.43 feet to the POINT OF BEGINNING. SUBJECT TO a temporary construction easement for a pedestrian trail over that portion of the lot described as follows: BEGINNING at the NOrthwesterly corner of Lot C; thence North 68 °35'06" East, along the Northerly line thereof, 195.00 feet; thence South 21 °24'54" East, along the road margin, 20.00 feet; thence South 68 °35'06" West, 105.00 feet; thence South 28 °46'46" West, 117.15 feet to the Westerly lot line; thence North 21 °24'54 West along said Westerly line, 95.00 feet to the POINT OF BEGIN- NING. SUBJECT TO a permanent trail easement over the following descri- bed parcel: BEGINNING at the Northwesterly corner of Lot C; thence North 68 °35'06" East, along the Northerly line thereof, 195.00 feet; thence South 21 °24'54" East along the road margin., 10.00 feet; thence South 69 °35'06" west, IOS..00 feet: thence South 25 °13'10" West, 123.79 feet to the Westerly lot line; thence North 21 °24'54" West along said Westerly line, 95.00 feet to the POINT OF BEGINNING. ,Q CASED MON. C.Q.P AKE 3 1PLACES) METER .!v rv; f-{. %D p: tE• 397 10' 1 i I - -- .' -- -- - l _la fir eiev . 2i 6e Ou si 4 per 0 n) 0) 0 4) r_ OMNI <17 • 6 MH' ONC CULV 7 \g 19.27 ewaik ity reqs NOTE: for grading and drainage see drawing C -1 provide concrete sidewalk and driveway and maintain access to all utilities as required by the city of tul;w iia .• ziZ d) ija) IX 5tr:,,O W iL '6".c . .. (Ts Lis ur c� orsv o 0 u� LU cc 0 40 17 30' FNU. "IRON PPE - -- - 0. 40 'NORTH t �ti �- p. R' EAST OF COR,' • proper r ••• -- '----- '----p -- N. 68 ° 35' 06"E. 395.34'. CB RIM • 18.33 12'/E: /5.22 (ay e our) �I I 1111 !!!!!1!1! 1111 1.1 � 2 ill! 3 4 I 5 I G N0.18 I I ��6 l8 G I9 a E Z Iw)I ill11 I11111111111111111110111111111111111111 !! 1111!1! 11111111 !!111111II111111111111111 111111111 RECEIVED APR 0 ' I987 roill•••••••••••••• ImMI.N.0111.111.6111.11 1 9 I I t tool edges - *4 top & bot, FLAG POLE & BA6E ' bid alternate nO1A-,6 (reinf-6X6/10X10 wwf all, cone labs •/1+4 top & b vglavemmerammosmisomommas...oes•a. 1 • 09$CHED.V*1..„E f. • I; SIZE, TYPE, MATERIAL DETAILS HDW GRID„ REMARKS aspflalt pAving 4' base" compacted earth • - • -116 Eix pan Joints 20' o 1 .DETAIL sc.) ve." v-06 c max MIME 0 see'det#1 for notes. 2' DETAIL , vey 11_00 6,1_011 - iv 4" reinf 'cone slab r1:12 slople f5CF.. 1 0. ID ".7.eX 7°X 15/4 PI2eX 74)034 5°X 7°X [Wt. '.7.)°X7° X X 1/4 3°X..7°X 13/4 X.7° a " • I IN .111.11.1111111.1111111.111=E+ ,,1 ; 4:1111fta ' • •INE•11,11 all•••••MilmINEMIL1411 MINIEN11111' Pe,t. MINN •••1•1•1• .111•5111•Mti Milli•••11 o.o/s \(), \ \ot., \„,r, \\ \94),„ , HANDICAPPED ACCESS RAMP \,4), \ 3 DETAIL \ =1 0 ALMtM UM Ali.JAAINUM OAK a HAR 5N/ 000 AA FR YV 1-n-4 cLo 5es2 -l-1.1MESE.gcokverz)pi wr114 0°X4° GLAZEI7 arrour V'X 7°X 134 15 -5°X -7°X l /4 °X7°X.13/4 0 °><.-7°X I We'/. C .'"X7°X13.4 P °X.gaX 1/4 w4d.x0-)c ave. •5°X 7° X 13/4 W''X '7°X 1 wt- 5°X 7°X I/4 2.0Mitsi UL LA, 20 woo LAS (1 tt It•IsU LAT .1;:? L200 w m..4 F-LlisEl ScTIONAl- UF2.-AcTING CV1-1.N1Per2. 1/?.."Ar20 PL-YID ON a C:) ve FOAM SOL-IC? C;0 PCOR VY 171-1 PL-LI S I-4 FAN E 11 N / V. / 4 /Q b / ,§ / pee / .0 / / / 11,BLIV/A13 1C 14 14A 14e7 20 MIN ti 1-At?7 11 d s 43) 7° X 1 OA le-- OA K. OA 14. OAK-- ")C 7° X 1 OAK. X7° X i OA K. X7Xf G OAK X76Xt'4 c: OAK-. `1><-742 011 (0 sl eLIOJNE POcK ET r:70012. s 7E SLt r:21 1.46 FC:)CK:Frr 2O0g. uJMR GORE civolz Wr11-4 2°X4661.-AZEG:70.JTO1iT "'X7 t 3/4 L 0AK. uf. 4°X7°X 15/4 C (?>< 7° X /.4 OAK. 20 M1 g LAS I OAK- 20M11.4 W..- LAO la EXECUTIVE' OFFICE 116 0A K. OA '7'sX 1 /4 51 4 °X 7°X I ?' eOrIA.11.1 ULLA O S° X7° X I D MaTAI- low partitions n i c 81- ,H ac-W• .LOUNGE 115 COMMUN.- CATIONS 01_ 011 B EVI/A3 111 PAN Fi- FL WED PANE • 11-4 sl.11__ATC) 000 i2 v\1 171-1 FLusi-1 PANELS / A - G I rl •.• A , . DOOR TYPES:: .E FL M PO PAN r.L- F1.--",W 3. • t\I • NOTE for doors *23 & *31 provide automatic hold open and closing assemblylwith smoke detectors er UBC. ROOM MATERIALS AND FINISH SCHEDULE, FLOOR 'BASE, WALLS CEILING' 101 ve.eyt re:su 0-1e) --- w 'TRIM REMARKS F'At e'NS PAM" ---- pAtt•Cr Ab-r *FUT1.11,Ae/sPE.C. OA ie- 54V Lo"cei LI 14 G n TV ICAL 9 -c) z. 0.0 coui < c cp 0 ots 2 a 11) c w > cues 09 O.c > 1-0 O. CO 0 ruj(31-1.)(D > 0 w co (04 (.)10E IOG 1:7 OFFICE \ \ \ \ \ \\ \ c3W f5 FAL i\n" Ac - - - 0 24"acceSs ladder 42: ht wails MECHANICAL EQUIPMENT MEZZANINE PLAN 1/8": 1 '-0" NpTE: located over toilet rooms acoustidel insulation aH walls oI. b‘/ 111 9FFLC / / GENERAL NOTES / ,/ / .1 see structural drawings*for _major dimensions / • '2 s-wkienotes shear wall see structural dwgsi -1 0" 4tdl el-- FLOOR PLAN •INNINIEV.0.1110111,7;11...1...1, itt 3 see enlarged plans dwg A-7 for kitchen bar & toilet rooms L_OU 1\16 E 110 E'x' OFF-1C C -- I_7 EX CIF*10 (6 cCNFzE GPI" - lig Eg cwr OAK S V OAK 11 o, eINE3 PAi V AoT oAv_. ‘1F4\/ 9,- 0" GWer RAJ ow_ .,*\/ 91-0" - 11 • ei oil fake) 4 ac-w denotes. acoustical wall providelnsulation as specified full height 1/8" : 412" scupper 5 corridor ceilings: 2x6 joists 16" oc with 5/8" gwb top & bottom 6 studs shall be generally be 2x6s 16 oc any reduction to 2X4s shall be in accordance with Table No 25-R-3 UBC . 41 No.18 4,-..•„........,....„,-.". slri---, iii. i::di , ir III 1 . 1'6 H' L . F9 g IT 1 1101.H0tH,HhHilliHi Hil liWhIlli, IWIWI HIIIHNIIII.Hii111: 111.1, 11111111111111 111141111H 1111.11111111 H111'1111111! 111111111!I I 1 I coRIqR GPI" e4 WOM N le.0 AA E 1\1 ■111\1 RUC) - RUI3 G W15 ;(w-r- 0Ag v )01-ou CJLL tqa Wr. evvi• PA11,171GW13 (WWI FM 54.\/ O" cE 1 1-1 N G 4T ewe, PAncrrpwe 9o,14 v 1-00C1-G kT 141R ow15) aim ev\i FAIKT OAK 5 V .8'--1° CE411,-.! tAe ewe, ENFA4 ewi6 F--)ANT OAK G4:\/ 8 L.4 N.c5 eway FAIWr Owe' PANT "OAK 6%14 PAINT Li PRE12 WALL-5 TM Uttj FAINT GV45 PANT OAK :=2,42V PAINT 614Y1-1.G1-1T LIREIZ CL.9 17A114-r Acy OAK v 01- C Et L-1 1-1nr TYPICoNt. P QAK. GLG' 1-rr WORKAREA cfri Rue) lc_ cr-NTLFIL.es CFrl- GV415 • les GEN!. °moo. cr=q-' ewv5 129 cL.4)SE:r Ger Ow5 1'60 CO AWN S CPT' 1'61 CO IQ V21.13012. GET iVz PI Lee GANG 155 mezzAN 'ME QAK EV CONC 0E4 owe, FAIRT c3WS, PANT GWk3 PAI Osisi.P, PAUfl V cal-ott GI 9 0 u cc-.a wATer) 8Log CLG i-rr 17,44,-rE.- GW5 PM&r HEM 54.V eLDPer) cell-J1\1G l°' EY- 0 " NT5 ill O .I a) 1 r1-1.1e14 1-440e,s2e0At.-zr, PANEL..- / . / A - G I rl •.• A , . DOOR TYPES:: .E FL M PO PAN r.L- F1.--",W 3. • t\I • NOTE for doors *23 & *31 provide automatic hold open and closing assemblylwith smoke detectors er UBC. ROOM MATERIALS AND FINISH SCHEDULE, FLOOR 'BASE, WALLS CEILING' 101 ve.eyt re:su 0-1e) --- w 'TRIM REMARKS F'At e'NS PAM" ---- pAtt•Cr Ab-r *FUT1.11,Ae/sPE.C. OA ie- 54V Lo"cei LI 14 G n TV ICAL 9 -c) z. 0.0 coui < c cp 0 ots 2 a 11) c w > cues 09 O.c > 1-0 O. CO 0 ruj(31-1.)(D > 0 w co (04 (.)10E IOG 1:7 OFFICE \ \ \ \ \ \\ \ c3W f5 FAL i\n" Ac - - - 0 24"acceSs ladder 42: ht wails MECHANICAL EQUIPMENT MEZZANINE PLAN 1/8": 1 '-0" NpTE: located over toilet rooms acoustidel insulation aH walls oI. b‘/ 111 9FFLC / / GENERAL NOTES / ,/ / .1 see structural drawings*for _major dimensions / • '2 s-wkienotes shear wall see structural dwgsi -1 0" 4tdl el-- FLOOR PLAN •INNINIEV.0.1110111,7;11...1...1, itt 3 see enlarged plans dwg A-7 for kitchen bar & toilet rooms L_OU 1\16 E 110 E'x' OFF-1C C -- I_7 EX CIF*10 (6 cCNFzE GPI" - lig Eg cwr OAK S V OAK 11 o, eINE3 PAi V AoT oAv_. ‘1F4\/ 9,- 0" GWer RAJ ow_ .,*\/ 91-0" - 11 • ei oil fake) 4 ac-w denotes. acoustical wall providelnsulation as specified full height 1/8" : 412" scupper 5 corridor ceilings: 2x6 joists 16" oc with 5/8" gwb top & bottom 6 studs shall be generally be 2x6s 16 oc any reduction to 2X4s shall be in accordance with Table No 25-R-3 UBC . 41 No.18 4,-..•„........,....„,-.". slri---, iii. i::di , ir III 1 . 1'6 H' L . F9 g IT 1 1101.H0tH,HhHilliHi Hil liWhIlli, IWIWI HIIIHNIIII.Hii111: 111.1, 11111111111111 111141111H 1111.11111111 H111'1111111! 111111111!I I 1 I coRIqR GPI" e4 WOM N le.0 AA E 1\1 ■111\1 RUC) - RUI3 G W15 ;(w-r- 0Ag v )01-ou CJLL tqa Wr. evvi• PA11,171GW13 (WWI FM 54.\/ O" cE 1 1-1 N G 4T ewe, PAncrrpwe 9o,14 v 1-00C1-G kT 141R ow15) aim ev\i FAIKT OAK 5 V .8'--1° CE411,-.! tAe ewe, ENFA4 ewi6 F--)ANT OAK G4:\/ 8 L.4 N.c5 eway FAIWr Owe' PANT "OAK 6%14 PAINT Li PRE12 WALL-5 TM Uttj FAINT GV45 PANT OAK :=2,42V PAINT 614Y1-1.G1-1T LIREIZ CL.9 17A114-r Acy OAK v 01- C Et L-1 1-1nr TYPICoNt. P QAK. GLG' 1-rr WORKAREA cfri Rue) lc_ cr-NTLFIL.es CFrl- GV415 • les GEN!. °moo. cr=q-' ewv5 129 cL.4)SE:r Ger Ow5 1'60 CO AWN S CPT' 1'61 CO IQ V21.13012. GET iVz PI Lee GANG 155 mezzAN 'ME QAK EV CONC 0E4 owe, FAIRT c3WS, PANT GWk3 PAI Osisi.P, PAUfl V cal-ott GI 9 0 u cc-.a wATer) 8Log CLG i-rr 17,44,-rE.- GW5 PM&r HEM 54.V eLDPer) cell-J1\1G ii t♦ paving •'done walk 19/A -5 14/A -5 13/A -5 5/A -5. • f.itt . o0 top of wall 0 ff cone paving al -..11,•-•+••••• - • •••• - -- - �•-.. SW, oo. ...l.. ............... .. . ENTRY VESTIBULE .RECEPTION ff CENTRAL FILES WORK AREA SECTION A--A' 1/8" : 1' -0" WAREHOUSE 3/A -5 i LOADING AREA ff ff LOUNGE GENERAL OFFICE AREA NO 1 l— ENTRY GENERAL OFFICE AREA NO 2 SECTION B -B' 1/8" : 1' -0" PRIVATE OFFICE. H KEY NOTES aUltralation finish per specifications O2 Finisher finish coating over concrete per spec 3� skylights and sloped glazing system 4O meta! roofing insulating glass & gypsum wallboard system Oacoustical ceiling Oglass relight Ventwood screen per spec mount in aluminum frame to match storefront • ; NORTHWEST N WEST co SOUTHWEST, EXTENDED ELEVATION 1/8 : - - - - - - -- _r' trash yard enclosure 1 jbollard� %I SOUTH fin floor 4 "x 1 2 "L$cupper machine yard enclosure SOUTH EAST EAST as NORTH EAST EXTENDED ELEVATION 1/8" : 11-0" 7/ entrance NORTH Rr:c l`5Jrr) CI'T'Y OF • E 1 8 c ': U BUHJ.11�1if UEpr. 1 I III III t I11II 2 3 1111111 IIIIIj4 I S 1' EI , 7t I IIIIIIIII II!IIIIIII!III�III! 411411116 8 Illiillll 911111111-Iiini11111 IIII�IIII iii 1Ii 11 1111 1Ii rip 111 �1 �� 6 1:1111 21711111111 ;1114111114111 ilIIII,II rFCF1`IFo APR 0 3 1987 yN see plan drawing A -2 for tooled joint pattern �--- tapered aluminum flag pole per specification *4 bars top and bottom ilY! hardwood wedges dry sand tamp in place foundation sleeve black asphaltum paint on pole below grade steel centering wedges -- -steel base plate _.._steel ground spike FLAG POLE BASE .3/4" see section A this drawing for roof and wall notes 3/•8" Outsulation • ga.lvanized iron downspout special. formed. • metal strap .see. details drawing A--5 insulated steel doo in steel frame • . 3/4" chamfers all corners •formed metal strap expansion joint grade' beam outline • -- beyond wall • _� • • aluminum• thresho d, top o•f grade beam . beyond. door , • . 0 • wall top section. 8" reinforced concrete wall • • see structural drawing i- .Dryvit Finisher coating .yberrn. outline beyond wall • =,o bars, at. top . and bottom ' d • • • —compacted soil 19)1,_ _ ,Ill5L l I (iff :l It 2" rigid insulation 4" reinforced concrete slab and edge -- ----�� for grade bear B SOUTH WALL SECTION 3/4" • 1' -4" and foundation see drawing S -1 mom similar section for overhead door opening metal roofing 15+ asphalt impregnated felt _•5/8" plywood sheathing R -30 insulation 2" ventilation space 2x 12" joists 24" oc 0 0 suspended acoustical ceiling blocking at mid height 0 plywood . sh athing -15+ asphalt inip egnated felt' ~-galvanized metal lath 3/8" Uitralation• ystem metal facia and gutter remove soffit of 6 3/4x21 glulam beam top of conc finish floor tl�I 1 ( Al if - R -19 insulation -2x6 studs 1.6" treated plat b•ttom• of fin wa e 1/2x8" m bolt 48 "oc minimum 2 bolts per plate -20.6 insulation .- Outsulation System Elii ='•washed gravel backfill 6 perforated plastic drain tr::.--Dryvit � _�:.i,.; extend to storm drainage system tr' lmu �� 'II(illl " W jI 4 reinforced concrete slab 2" rigid insulation \'- --- plastic m 4" gravel finish grade berm t9 3 in 12 slope compacted soil for reinforced concrete grade beam and foundation see structural drawing S -1 A TYPICAL WALL SECTION 3/4" : .n+rrrr r m01111■.tw�mmmw� �I�1�I�I�I�I� ' I�IiIIIIIIIII�I�I��IIIIIIIIIIII�I 11111111 IIIIIIIII 11111111111111111 II11111111111111I 1111111 IIIIIIIIIII�I4II IIII�II IIIiI��IIII I &III 116J � I 11 IIII11111I 11111 !&III11111111111111I1111111111 atom& REc zt'ry' CITY O FED 1 ip ► 0 3 Orr 1 4 t� s, CfSA i.. Fjfc A. vent tt cap flash tm met rfg Ve opening 4100 series skylight 'nil 1' •bikg ' 1/4" galv hdw cloth. blkg 8" lg at joist . •1/8x9" glulam •curb �4 .1 1/8x9" glulam bra 3 1' /8x9" glulam bm 2X4" stud 16 "oc 5/8 "gwb met corner typ 20 DETAIL 4100 series sill flash tm rfg met rfg 15# felt 5/8 "gwb ot- bikg x bikg .16" .oc.. 5/8" gwb 19 DETAIL 5 ,1/8x9" glulam bm 1 3/4x4 1/2" at frame bar steel reinf al storefront 13 DETAIL 4100 intermediates T -vinyl at slope ./100 series typ skylight sections . 5/8" gwb 5 1/8x9" glulam bm 5 1/6x9 glulam. bm • b �e�or• • •aoto cum. . • • • 5/8" gwb • 14 DETAIL wNraw+OS+MOW octagonal cap .050° aluminum fin tm skylight 4100 series typ head octagonal tube " 1/8" stl plate weld in place stl cylinder — bm connecter see str dwgs 12 DETAIL s stl cylinder bm connecter see str dwg 0 47 0 tb 0 o 47 0 4100 series typ sill flash tm rfg hip cap beyond 2x solid bikg ?x bikg 16 "oc 5/8" gwb met rfg 15# felt /8 "•pwd shth 5 1./8x9" glulam bm 5 DETAIL built in met gutter octagonal stl tube see det 12 above 11 DETAIL '•4100 series skylight apex edge flash 6 DETAIL NOTE all met assembly to match rfg vent 10d nails(.a� 2" oc a blocking met rfg 15# felt 11 openings 1/4" galv hdw cloth 2-1/4x8" lag a ea jst sp hip cap and flash tm rfg blkg 8" ig at joist '8 pv+d �►' vent space th ruout II 1. itt ..,•, " ti1 �4 p.(: 1 t' vent • i .xxv.k""1336441111M 2- 1/4x4" lag (a) 6a jst sp 4 DETAIL n 5/8" gwb ''--- 5 118x21" glulam bm hip vent' cap beyond built in met gutter tm rfg mitered end closure , expansion jt at mid span met facia tm rfg top of glulam bm 5 /8iwd sht dbl 241211 jst - 3/4" CDX pwd 1/2' "pwd shth 15#felt gale met lath 3/8" Ultralation System �r 1 2x blkg 3 DETAIL 3" diam ds 24 ga galv iron Z G ca : CC 242 Q < cri DJ CI' C ,.0 U • C o wW Q� °Zogitt � • I-- 1" ins glass at exterior storefront single glazing at inside door and relite exposed_ door closer 1/2" pwd shth 15# felt galv met lath 3 /8" Ultralation II p lam sill sill below A _#• 4,e-.400"\\ ,- ' ; 2x6 studs 16" oc "0 +� r �P�►�L ��� see st•� 7 ,. !'111. rR, r:: 1∎ 1. 5/8" gwb narrow stile al door with single glazing 2x6 header box 1" projection sealant '-- al flash blkg and shim calk 5/8" gwb 2x4 al sash typ sealant R -19 ins 1/2" pwd shth 15# felt galv met lath 2x6 studs 16" oc of facia over w V .0 0,c U c/ z c Q sz 0 cc C ( Lil . >' C : Z aZ� O tvl gwb return ---- .carpet type rubber base Future mat al threshold 4" cone slab 18 DETAIL, THRESHOLD 15 DETAIL 2x4 al sash. 1" ins giass HEAD 1/2 pwd shth at shear walls see str dwg 1/2" pwd shth 15# felt gals met lath 3/8" Ultralation 11 1/2" pwd shth at shear walls see str dwg 10 DETAIL JAMB 7 DETAIL 3/8" Ultralation II / 10" conc grade bm / see str dwg f*---- outline of Ins below 1/2" pwd shth 1 5 #, felt galv met lath 3/8 Ultralation met corner typ ORDINATE WALL / typical / 3" diam downspout formed / / see met strap notes det 1 below 2 DETAIL p lam sill sill below -2x4 al sash MULLION . blkg and shim 2x6 studs 16" oc p lam finsh cant pwd sill 2x4 al sash typ counter top at kitchen sealant . • 3/8 "- Ultralation II • • R -19 ins --- -- --__ 5/8" gwb 2x6 studs 16" oc (calk- ' 5/8" gwb 17a DETAIL Futura mat 3/4x4 1/2" al frame bar JAMB ----' 1/2° pwd shth 15# felt galv met lath 3/8" Ultralation II treated 2x6 plate 1/2x8" m bolt 48" oc min 2 /plate .expansion .jt typ ' frame wall . 'cone fdn gale iron ds enamel tm wall color Ultralation II 1." 'vee groove calk — - -- 5/8" gwb return �. sealant 2x4 nailer cont bot of fin wall blkg and shim at 3 in 12 slope formed met ds strap 1 ! 1 6x 1 1/2" galv iron secure with sst screws center 4° conc tile on ds grout in place "projection dbl 2x6 studs -- -1/2" pwd shth al sill tm door rail ht -15# felt or wall note see det + 8 this dwg s 10" conc grade bm see str dwg R -19 ins -- galv met lath 7ca.rpet 2x6 studs 16" oc 3 /6" Ultralation II 7/ ±.-±t--- secure tile to fnd with 1 plumbers tape 1 I ` gal.( 17 DETAIL SILL 16 DETAIL JAMB SILL 8 DETAIL DETAIL p um ers 1 .-1 -- extend conc tile to I daylight in gravel pocket see dwg C-1 IIIIIIIIIIIIIILIIIIIIIIII111 IIIIIIIIIIIIIa) �rI i FI t TI I "'i '' I 1 I IIIIIIililllll lllllllll Illllll�� I 11111 illlllllllilllll I 1I I II'IIIII'II 4 i1I11111i(11i111111 'i'l'l'�'l'I'I' Illlili I IItII I 5I ( F Nc ; -18 e.Mf.,;.. t� IjE �Z W�((I i111 I II Illl1111111111111111111111111I11 Illllllll 111►I11 I • • • 1ti $441111 #44frA 404■Ntl M ssr4 P. 041 0## *4 's 4,fraltc 4,"4" 410 rip" Part4 mintor mon la num 1 or 111111MairI&4% 447, illerit #9 musitII..s%At t ■ r 4,4# \\' ,ot• 1/4N• 41790 *Mild \\111111•11111114:111:11 1:111111111: 11111 /4,41 4t;e\ conc clg 41* 44#4,4* Ariv sys,(4`.44,(s, 47,A 3 eq spaces 51-0 REFLECTED CEILING PLAN 1 /8" : 1'-©" • [__._:III 1111111i 1 I1 1111111111111 I1 2 7/ IIIIIIIIIIIIIiI 3 ,IIIII111111111 4 i �i sl i �`t i t ;i;: 11111111 III111111 II ;11ii1 1I1I1I11111I1�1 5 No.18 111111111 1(11111111 111111111111111 v !11111111 Z 1111111 w� 11 I IIIIIIIII RECEIVED APR 0 3 i9 PLAN LEGEND El24x48" lay in acoustic panels 24x48" lay in recessed flourescent light fixture .. recessed incandescent light fixture exterior soffit per specification . ' • : 5/8" gypsum wallboard 7/ IIIIIIIIIIIIIiI 3 ,IIIII111111111 4 i �i sl i �`t i t ;i;: 11111111 III111111 II ;11ii1 1I1I1I11111I1�1 5 No.18 111111111 1(11111111 111111111111111 v !11111111 Z 1111111 w� 11 I IIIIIIIII RECEIVED APR 0 3 i9 rG-- h1► ozo R e4" X' u "P. �I I 1 GRIl a st,R. I. r► vAl 0‘i- 419" \N. WALL MH fatiA14,elavA fi r-ocE or, PAR7i1IdN INothr5P ■4 Per1:17 V4® C43I3). WE AKEII ENAMeL.,• Rg . TO 11.E,1 -- CON \PARTWIT MIZr1TION, 11,M#4.1- v1k144-1Vz W1UN.cru'R ItiebTUCI1 ON5 PAZ l- ANDicAPFEP /t'ILOH NLANG ICI? 0 to LOC t- ?VAL IAL Pi:M N)LPKIN WL P VIhNI. cove " Wfri? 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NT N AN14 -I.� N\N crvMP It�rM,5,Ni %1\ 13 =11" 1 PIOvin FNd Liar catiNknoN r �NewE , W/' WIWr4} `4r1 cAL EA MDa 4IEN LGE> 70 '.rT BOOM r�001� PI-AN \J/ 1 L eto4r C. �I Nei E L11ATIO N KI itH N lira Ililil1lilllili 3I iIiIIIi 1 IIiIrIi ;11111 8111111111 1 ii1111111 9 IIII1IIII I' 'I' I 'I'I'I' NO.18 n 11111111I1111111111 111111111 111111111 IIIIIIIII ADJ usizioi -E PoO P�WWH A % WI010 a NiNU O I) tp P t5O- N\ 1' IQ'I !V411= l Lot, C/ LAMI N A-`e. 5r\* -KSPI, `3I-1, cou Jrwro PLASTIC LAN\ 'SELF WQE 1 ot.1/45114t 144PWP `)PVGIPIoAri op`� N/4 0-y114660 POO w/ NNW OOP 41s) T CAN5IN,-i SE...CTION 1/0"2* I0II rx �z1. Iii cr < CD .2 1.11Q' e.E ff. co co lbwcr0: 0 .ct O co d � >-� o - CI .... �, f c c ,.c !' arcr < oCCI a(r) .. cv 0D��N ,�-- - lwX4WPWooD it h 0011sItle FfAfpwoap SlcTION pLA`2TIci LAMINA. Loc.A'TI oN 10X 16/0v R�N\ov��t. P fr L HAI<PWb• D VEN E�Iz ISO REGEpTION Dz5K 4 1 L 011' HA�DWIOD .� e TKO D 17\tL.- /=p Wq r)INDO p V E44 °kGU le Iwo WM L rI\N\IN I /pb''x I ' tott it 1%0 LI76e.e PLEXIre PIVIn.r *)/d4' HWwDOn VENT, • �' -15/0" 11 WOOD i I VI 1" ,0a II,HtIkPwroP Tr'I� 011Htn aWit 40 VINI iI /G "¢ Hat PLU PI@4P Pu��ri�n�Nar (44rF-INi 9414 PfrAc KSI'DD IN /4INGREIa'1 TYPI GAL H•I6I161E1 LMINkt CCM\ 0-9 f1.UblC:°aN? UGHt Mai, P �DORiON D6 .Ik to 1\- 4IEGTRI 1, 001190' P VIM 'pbitV�DVAtiL� . 0 GK PANWh� eoS dk.$ W ITI.\ NIP`S oc? W� 0 �ROMM 6 p,T (�IDo � ts�MIN� �(. P ∎IGHbIk IN'CD rieobl% Q L L N O E P E E HIGH G1.000 1101 NA E. 00141Ct3 0111 N U00 rtIV L-I U�H1'I N lay wwIRROtk PLEXICW2 IN PO L ') /41'HARPWOOP -.� I PAcKS IN 51 D:.S 5�G710N 7N1,0 REC)F71. ION D II /QIL I' -4' I -HCCH GLo Pt,A \•ic 1NNNI COLOR.! ai T1 �1-141\1t07.: GO I,b IZ 0 7.17 ' HAWN/10P V 5NE ,.IZX I01/�•'' p�P >= AMA tOce.14Thi PIvi ©ER —Ar- t/4"x 't rpivooP1''JA% 1\t !GA L 6 V' CRAW PIG• -6,, v; tR P!X I01c�i e4\43 "rtp.); ( 117 tA(1 1 ON HIGH c -woh a 13 TMP D,N� .11 pIZOV Ip S4) t?ti I4MP1AI GDP W6 /V �EEC �-_ LyyW60D�,r�,lG, �,�/�'� IGK�Y �Iti 5'/4 '9`- 1 & L1\5 91\11n1). , NUMD:RS 1\6j INDIc '-rD \( ,I' DIZI<pGu j� EQVA, DI1)41-1I0NS � -ft ELEVATION ; Wbr\lc CbuNir ■lp(2l, )�GTION 'P)AN\Y4rr Nb ON511 4 Itnl•IGAG PU LL- R T" WING ed 9)/4111x. I !wa • • 4;A \ k A 1 Per-^∎ 1 t \ 1 LL)IY\IvvL_fi i'� C-4<— �f`(PIC L ENLJ[C� D 1 Fl t\N is" 91' -__. �PINATy �1..�vn1r101\1 1141,1 Or— TICAt olTraT • RIGH1 1...\//6\TION UNT:R 41-&' NPVR COuWr M PcNR N1",.rL 12/40.--1L-61' tr,OolcH uNnOCIA r \ I-IeH't J ,---� T1PIctL or Ulai lc#,L b nul. 1/4!'0- ILO', I,Att'I N ATL I ) �-3 ■IR1k6IZ P;X,*� 1 G t. NNr Pipwr,: LLG ( I. pg 1%. VPO L• IXPicl\TF,,I H, rpwboG rii.E _� cIRcUrr c v,NEeR 1 nI We.N "YPIC� • 1P2L SECTION ''r.Cobh ' I M , PI-AMIG I,AMINATO NAMAI PIN h\ - w V4-47-1 LbI, P( bt 11CI 1,14AINIKT6 F.1\G�� RIGN i EL6VA71oN ++nRVwaov 8KK5PlA5H CRY - fE 1(?) M F.'0I.EVA71DN f�' 1' I1I' III1111I1III1lllil' 2�iI1I 'I'l'I�I111I1I1I1lIIlI141111111 '!111115 II'I,III'111'_.�J No.19 yT I I:T �I I�T �T 6 L 9 9. [E �ZZ 1u)T �� 111 111111171!! 1111 lI1111111111111111111111111111 111, illl 1111111111111111 1I111111i111i1111 11l11111111111111111111111I111I11111111111111111 1111! I1I111III 11 ! (QUA 0IV I')1ON ricONT EL.YkTIbN WaRK Ga�s�� /471 1'41 ('[14..js:'.) i.!a<.11 ?r. -, Buiuma utpr, RECEIVEQ,,APR_0. 3 1987 y 5 Y.: 1 • PILE CA cAsT)ceier P?e./441;trt (Alga f i to -r (T' 4X1'( v4 ,� "2/4'' 1,4fLap �3 t: 6,1241-110. VEfej, 2'r(G W,I.vGiCI & TY Fl CA L FOR ALL EXTE R !OR COLUMNS 3 DETAIL.. 4 /si (TYP) 1.21 hxlag z 14/(2 ;' 4 P7A-fs- ,AL / " I -" r If 2- I%s +AB INA X4xit -- U/ASHEr 15°MII°J EMBEDMENT Iro c?a t4 Id•o'. j....Tor'•(lyr.) .� • CAP Ns\ • • -'7%.1 ' ,: (TYptcI L) • A7c? C2)1t T©R4 T.7 107 4 g4 x 14 (T r^''L') �cpp t2) •#S`g xCQ�UM�i�a '691. eIrr.)a 3 ,/E2... (r'!'T?) '..412#7.104,17'4, kItY-0° lq:_:(:.Tradt.)- •ApP(2) ##5'4 x Iv =a ", TTpiGAL)e Ge4LitiNea lu'I 4P 1 Grave Arwt - 4 e*X.1. Fog QEINfoi?r-11,1& area %PCs 0 I E PLeQ ARC 14DICAT � De gi,A0 4Lopr 7 \ 1 10i j IoTi (Q/52 'G►'•�' Ird•$' OiM v`)Au_S, QLU1PA :TI N 'AND SHEAR WALL PLAN 1(8" 1 3" 4: 5 cr:C-- 7 (EXTEND CAZAUE EA1M ATE -E .INT) W_A L. L) '4 ILDI • EXTEND GRADE BEA STEEL INTO E% ERI WALL2. LO MIN 4_ OFT-AIL 4642 1.1.411, 1 T 4 2 io 1S, WWI-4N 1N 41 t.1 ,41? P.4H100 44 44 #84/ 4 • I k/ '/4" 411RA ktU7C0 124" o.4. Nafe, 4:' cwNcgeit� Eiji bogs. ' i2'' o,4,, I'�, war Mlo gp11i e7 41,,4) - /o�veR '�i /U" i 44TnoTOR, : Fos. /44V yV� i 1 2 P ' 4oIL F,Mc�It -ftr - CoIJiP(71- JeNj�' i ' -a Dr✓. E /AGN �IAI IIr 1444.• .;11 III F,1 7.1 I II IIII IIIIII1111111111111111111II Ilil lilt ' j' I' j' lljlj' �I'j1jl��'I'lijilijiji�� - - -- -- - - NO 18 7 "'_. _ .., T- i fi I 8 G 9 a c Z Iwii �I II IIIIIIIII11 IIIIII1111t11111111111II iII I11IIIIIIII 111111111 1 !11 I11IIIIII 11111iiii Illll,lll�llllli PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES OILY SUR.JECT T^ i' - : P, "7 :ON i OF THE GOVE:` ;`IP' OMISSIONS AND i,+., ,r; -.5: i:NC1-3' GATE A1 L' OUT j.1 MAHAN MAHAN MAHAN r.•:. .. ,. 'STRUCTURAL. NOTES 1. GOVERNING CODE - Ur fornl Building Code, 1985 Edition. 2 DESIGN LOADS (A) Roof Live Load - 25 psf Wind - 80.0 mph ekp. C Seismic Zone 3 3. FOUNDATION F'ASSJVE po.vss u 5 430 P ' Design per soil report by GT Lobdeil dated 1 -31 -87 I. Minimum per capacity 25k MESS NOTED OTHERWISE eSN PLAN.63sG= �s7 Contact Soil engineer before commencing of construction. .. JI-t& Nor Pile placing 8. compaction to be inspected by soil engineer., 4. REINFORCED CONCRETE f'c s '3,000 psi, ultimate strength at 28 days. fs = 24,000 psi,•grade 60 steel, ASTM A615. f ' c = 844 psi Grout for auger cast .piling to' be 9 sack mix. WWF reinforcing to meet ASTM A185; min. lap 8 inches. All reinforcing shall be spliced .36__b&r diameters minimum except where noted otherwise, and detailed according to ACI Manual of Standard Practice (latest edition). All reinforcing shall be held firmly in place during concrete pour by means of precast concrete blocks for slab on grade and adequate wire ties. Throughly wet all reinforcing steel just prior to concrete pour. Construction joints shall have reinforcing stubbed through. Chamfer all exposed corner 3/4 ". All concrete shall be cured by keeping it thoroughly wet and, protected for at.least 7 days. Provide, shop drawings of all reinforcing steel to Architect for approval prior; to fabrication. Minimum Concrete Cover - Wall Faces - 2" Footings Slab on' grade 1 1/2" Slab Min. Reinforcing WWF 6 x 6 - W1.4 x W1.4 004449 ;2'10.4,, EACH r Provide' necessary control joints to avoid shrinkage cracks. 3" Minimum - Wt-:11 Reinforcing - 8" Wall' #4 @ 12" o.c. horizontal #4 @ 12" o.c. vertical at 0 of wall Provide 2' -0" x 2' -0" horizontal corner bars to match wal1r-rein- forcing and footing dowels to match wall vertical reinfording. 5. WOOD FRAMING USE CATEGORY Joist (2" thick, 5" wide ) 4x Beams & Ledgers 4x Posts 6x Beams MINIMUM GRADE HF 1150 Fb (repetitive', 1400 M -E DF -L No. 2, 1500 Fb (single) 825 Fc, 1400 M -E pF -L No. 1, 1350 Fb (single) "Studs, Plates, Blocking No. 3, Standard or "Stud ", 500 F Any species allowed, unless otherwise noted. Lumbter grading (and stresses) in accordance with ` 6 IPA Grading Rules, 5th Edition (19$1). All lumber 4" or less en thickness to be marked "S- DRY ". All lumber in contact with concrete or masonry, or exposed to the weather to be pressure treated (P.T.). Beam- -,and joist hangers, and post caps and bases to be Simpson unless shown otherwise (all references on:the drawing are Simpson Catalog designations). All beams and posts to have metal framing connectors at all bearing points. Provide double joist under all partitions and (3) 2x4 nailed laminated posts under beams, unless otherwise noted. All framing to be nailed per UBC Table 25Q. Typical headers to'be (2) 2x10 unless otherwise noted. is minimum; see drawl g for closer spaced 6. PLYWOOD Nailing noted .below nailing: Roof Plywood • Exterior Walls and interior shear walls - 5/8" 42 /20.ext,,erior giue with 10d nails @ 6" o.c,..ata11 edges & 10" o.c. atcall supports unless noted otherwise on phn. f - 1/2" 'plywood'wi th 10d nails @ 4" o. c4 . all edges and 10" o.c. at all supports unless noted otherwise. 7. GLU -LAM BEAMS Douglas Fir- Larch Combination 24F (fb - 2400 psi) Fv 165 psi with exterior glue. AITC approved fabrication. • Glu -lam material must b6 obtained from an approved fabricator who must submit details and•spees to building department for approval prior to fabrication. Notify building department for inspection when glu -lom arrive on jobsite prior to erection. . ANCHOR BOLTS 3/4" x 9" AB at 24" o.c. typical or noted otherwise on plan. 9.. Structural Steel: (Inspected) . . All steel to be A36. All welds to be E -70. To be done by city certifid welders. All bolts A307. 10. 'CONTRACTOR TO VERIFY ALL DIMENSIOPNS AND CHECK THAT CONDITI,ONS,___ 'ASSUMED DURING DESIGN ARE VALID," A T sordiT6 EN CONSTRUCTION'COMMENCES. 4 . SPECIAL INSPECTIbN REQUIRENENTS Gary Lobdell Geotechnietai Consultants to inspett: Engineer, °fill, drilling add placing of piers. Cascade Testing to` inspects! . Concrete. .reinforcing plafincf and .welding of all •steel RECEN :r CITY OF TUKWILA 1 n ,r`• , QUILO(NG Drp r PR 071987 MAHAN & :UESAL 9-7 -87 . i4.4*L1. Tilt 4j tiOdp !.i.'kJL'Q ANGHD f 9201- g slot Ci 1(_'l-. TrI't 0.. 24( Se/()' G awe 411 0ia4,,a. Nafe, 4:' cwNcgeit� Eiji bogs. ' i2'' o,4,, I'�, war Mlo gp11i e7 41,,4) - /o�veR '�i /U" i 44TnoTOR, : Fos. /44V yV� i 1 2 P ' 4oIL F,Mc�It -ftr - CoIJiP(71- JeNj�' i ' -a Dr✓. E /AGN �IAI IIr 1444.• .;11 III F,1 7.1 I II IIII IIIIII1111111111111111111II Ilil lilt ' j' I' j' lljlj' �I'j1jl��'I'lijilijiji�� - - -- -- - - NO 18 7 "'_. _ .., T- i fi I 8 G 9 a c Z Iwii �I II IIIIIIIII11 IIIIII1111t11111111111II iII I11IIIIIIII 111111111 1 !11 I11IIIIII 11111iiii Illll,lll�llllli PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES OILY SUR.JECT T^ i' - : P, "7 :ON i OF THE GOVE:` ;`IP' OMISSIONS AND i,+., ,r; -.5: i:NC1-3' GATE A1 L' OUT j.1 MAHAN MAHAN MAHAN r.•:. .. ,. 'STRUCTURAL. NOTES 1. GOVERNING CODE - Ur fornl Building Code, 1985 Edition. 2 DESIGN LOADS (A) Roof Live Load - 25 psf Wind - 80.0 mph ekp. C Seismic Zone 3 3. FOUNDATION F'ASSJVE po.vss u 5 430 P ' Design per soil report by GT Lobdeil dated 1 -31 -87 I. Minimum per capacity 25k MESS NOTED OTHERWISE eSN PLAN.63sG= �s7 Contact Soil engineer before commencing of construction. .. JI-t& Nor Pile placing 8. compaction to be inspected by soil engineer., 4. REINFORCED CONCRETE f'c s '3,000 psi, ultimate strength at 28 days. fs = 24,000 psi,•grade 60 steel, ASTM A615. f ' c = 844 psi Grout for auger cast .piling to' be 9 sack mix. WWF reinforcing to meet ASTM A185; min. lap 8 inches. All reinforcing shall be spliced .36__b&r diameters minimum except where noted otherwise, and detailed according to ACI Manual of Standard Practice (latest edition). All reinforcing shall be held firmly in place during concrete pour by means of precast concrete blocks for slab on grade and adequate wire ties. Throughly wet all reinforcing steel just prior to concrete pour. Construction joints shall have reinforcing stubbed through. Chamfer all exposed corner 3/4 ". All concrete shall be cured by keeping it thoroughly wet and, protected for at.least 7 days. Provide, shop drawings of all reinforcing steel to Architect for approval prior; to fabrication. Minimum Concrete Cover - Wall Faces - 2" Footings Slab on' grade 1 1/2" Slab Min. Reinforcing WWF 6 x 6 - W1.4 x W1.4 004449 ;2'10.4,, EACH r Provide' necessary control joints to avoid shrinkage cracks. 3" Minimum - Wt-:11 Reinforcing - 8" Wall' #4 @ 12" o.c. horizontal #4 @ 12" o.c. vertical at 0 of wall Provide 2' -0" x 2' -0" horizontal corner bars to match wal1r-rein- forcing and footing dowels to match wall vertical reinfording. 5. WOOD FRAMING USE CATEGORY Joist (2" thick, 5" wide ) 4x Beams & Ledgers 4x Posts 6x Beams MINIMUM GRADE HF 1150 Fb (repetitive', 1400 M -E DF -L No. 2, 1500 Fb (single) 825 Fc, 1400 M -E pF -L No. 1, 1350 Fb (single) "Studs, Plates, Blocking No. 3, Standard or "Stud ", 500 F Any species allowed, unless otherwise noted. Lumbter grading (and stresses) in accordance with ` 6 IPA Grading Rules, 5th Edition (19$1). All lumber 4" or less en thickness to be marked "S- DRY ". All lumber in contact with concrete or masonry, or exposed to the weather to be pressure treated (P.T.). Beam- -,and joist hangers, and post caps and bases to be Simpson unless shown otherwise (all references on:the drawing are Simpson Catalog designations). All beams and posts to have metal framing connectors at all bearing points. Provide double joist under all partitions and (3) 2x4 nailed laminated posts under beams, unless otherwise noted. All framing to be nailed per UBC Table 25Q. Typical headers to'be (2) 2x10 unless otherwise noted. is minimum; see drawl g for closer spaced 6. PLYWOOD Nailing noted .below nailing: Roof Plywood • Exterior Walls and interior shear walls - 5/8" 42 /20.ext,,erior giue with 10d nails @ 6" o.c,..ata11 edges & 10" o.c. atcall supports unless noted otherwise on phn. f - 1/2" 'plywood'wi th 10d nails @ 4" o. c4 . all edges and 10" o.c. at all supports unless noted otherwise. 7. GLU -LAM BEAMS Douglas Fir- Larch Combination 24F (fb - 2400 psi) Fv 165 psi with exterior glue. AITC approved fabrication. • Glu -lam material must b6 obtained from an approved fabricator who must submit details and•spees to building department for approval prior to fabrication. Notify building department for inspection when glu -lom arrive on jobsite prior to erection. . ANCHOR BOLTS 3/4" x 9" AB at 24" o.c. typical or noted otherwise on plan. 9.. Structural Steel: (Inspected) . . All steel to be A36. All welds to be E -70. To be done by city certifid welders. All bolts A307. 10. 'CONTRACTOR TO VERIFY ALL DIMENSIOPNS AND CHECK THAT CONDITI,ONS,___ 'ASSUMED DURING DESIGN ARE VALID," A T sordiT6 EN CONSTRUCTION'COMMENCES. 4 . SPECIAL INSPECTIbN REQUIRENENTS Gary Lobdell Geotechnietai Consultants to inspett: Engineer, °fill, drilling add placing of piers. Cascade Testing to` inspects! . Concrete. .reinforcing plafincf and .welding of all •steel RECEN :r CITY OF TUKWILA 1 n ,r`• , QUILO(NG Drp r PR 071987 MAHAN & :UESAL 9-7 -87 pia :•5?te.r.i • IIIIMMINIMMIMM.71■041P IhIG uj e."11.4G14 /$4 c •*- Fr: r. E7f.?i4C? 0f11•110 4-" Cat-4G-- 6L1' W er Wx4FIEP Doi k•-t2.1 THr4t4ou7 • II: y • I . /V 4e INA4,3 Toy ed) Ft6 II% rs-o.c. (ulap PE-144) I If fot Rule fri2A IWON.. 244' 111 ;ill__ C71;7 47e)c.t)Qt-L. 111011 II tri riAirpAt.., Im1,121&00 064., . ' 1 11 ,46,4 \ uOff. 14,11.1. j > vi.10(0. bo-T. CIF v,,r46LL 7 \.(P V-40", PttP e•-r Ilivi I I e i A %solAgt 401.14, Flit eiAr I !--411c)$ ,2‘,Liag 4,41 Hite% ---1 ,it Li ■•■ eieol t L.44 549 --F-41)4F:5'.5 601. (Ce14.) • ee 1 I , -3-045 ny poksit.4 Ty p. t4TE2. of PL/4eNT2. oF WALL A LL . 4I Wr,LE .?11.e. iECTIQN, AT_LOADINg Afl _I. 614. '2,/.4)-= 1 -an Ncrre ALL PLAN DIMENISIoN SHALL. SE TO ct. OF CONIC • WALL AC4-IITEGTUPALDglOc-D Fog ces)1,1c. pETAILINa d. T01), OF Fi-VtiPA1 !01•1 WALL. vM4gX Veix di 0•Ae wIT1-1 e-3/4.1)(-90 , F:;taci,4 6itaLrr g6 0 CON'T.7 4)-r7roP r-\NV 1(Pg won Tie4 v2Y O.G. r-e, PIMr WALL- CTS') ._-;v1/4f s tlIl 0 C Fkl-1 PAL_ .41ff\iD.NiLDitkEr.:,COOrti.1;■;.7§-1115'1,figiz---iSzAAEAF.I.ZE SPACING A5 HOP.11. BAPS. / . Li kt irloc4kjaa) ckArltr bt2N2 %/ek ---- t4 .)ith 1- . .,.4p14ALA ,-7/ Is:4M ituo.o. ' • r ! • " • ...••••■•••■ 1/61.01.11100.1•1••••■•■••■■••■••••••■■•■ ....••••-•°••••••• —1 1 1 I I 11- 1 r \ 1 \ \ --- 1 1 - - - - - " 4- - - 4 L 0 p p 41.A 6 A4A-frori 1 NJIL(211-1 e. Fc912 .,!+. FT, .------ •:,*,;;;,,,,44'€.44:,4**-.1:,,,w4..*:.•;, v: •#*.c.,1- ..•..-....„,"'•:f.,..,•*°0:53:7:77: ol•••ir • ,• :...1. a4b... ..0,' •• • .,..0'•••^7; ,7-:".;-.4:-.'7-..5.*•... 1!:::77.77:71.+ ••••,9 ....,1.... ..,L,..:21; - ° • 4 • 'IS. '...0 .1 ': .' f .'l.e.', ....1151.\*.• et?. v.I.:. • .n."?..5,----4 -'• a . . ',"1.4 , • .X.- . .. - . •,—. ___,_,..4••• •• ... . v",•••-.9'/: -‘1!.„:!,o;..:v . . .. .... .11•••■••■11.11••••••1110111•1171•■••••■••- -- aF tglog LL Ft-r0datoP wA4HED 6eAN4L- e,amPAc-Tt12 41121Jc-41FM, iLL mtriAL 4", C014-9 GI--i!■e5 t • .g1 w4 tqY 7c 415r- • .44 1 WATER Pat:34F MOMS RAN S = 11 WA$14WC;! GiZA\IEL. STIOJCTUSZAL. , P1LL iii■A'regiAL. - r re?2lli4G if Mail) LINDag 6P.Ast> BaA1,41 0.10 4 X 92 X 134" FA<=e-- 2- )< 2...0.5 sorrow. * ovre- °Ng' 44 BOOM . 111- CAV Ul$glog W "-noALL tEr* 6-PID LINEs l'Ypi GA L *Z" wree ge,::••W OoNC 1=1Ln. CAP f2l,0gl: 1 t/." = 01( Amos TYPICAL 'COLUMN PERIMETER WALL & ACIG5R CAST 15114 CONDIT' • 444 Lt 9,4':11-0" .4111■1111.•11111101..111101.101111111•00=111...Irla DETAII, /44140%,it-ioi% ■.1.•:•:::•:•`;:4111111111■1PX•1•:5•Wr 1444.1; e2-) It (cor41,) - eteqo 4' wA414E-2 a/PAvel. " oot. fop1ii46 co4c., 1,tALL, - pat c»1) 9...ftEcTioN AT pRoNer ENTRANCa.; goAkt.t r-e," oe5-Aa.. 1 .1/ff xote ,a4r FIlt TYPICAL AT ALL EXTE"QIOR• coLUmts35 1111141c-K Izett■IFogoaD Co/4c. FIN WALL *4- a12. OC EA WAY T5 X&x1/4 GoLumm 1/4 3/4"?<1111X 1 lu e7tftEPI-ATE. y7 ANcHorg solzr-er•WM glA tx-tP,ATt.0 WI1c-1U2.41._} pm, oriatrt f9 c-ap Aucag IL *("NO 2,‘ TREATED E SEE TABLE FOR AB. 4-* C. F-2.4r2 CoF1f,-) • 4,•••■■••• : • ; : , • • 4, •••••■••• II • II-4" CONC, AkJer- CAST PUS .1 ' I 101••••■••■•••••••••••......*e• 4k--0" 14." F.AOS W.A7ERPR.00r MtOME5. wAel-itaPfizAVSL ovEg. cot44 egarp 5-# 50 Evarrittom iff1cAL-1/212'. ge-INFOgc-t) coNc. PIL CAP - 0 • • • oralpie 4., ../;ot.v. 1,1/ II oG, RATEgrgoor r'orzAtt 4" ,,,I.A41-1t.17 RiL 4=1- 1P,T2 r-tATITIAL- 1-67 D ETA EL 141A-th 11_011 1 • D I 1 1 65\4; tol, V— qk vtz-ric..AL.-rvpi • TYPI.CAL I.NTERIOR. COLUMN. ,80‘ALIM...R_OAST.' P1-4 CONDMOW 0,/er--;.. 1'-011 1: 1,111411111111111ifillii 1111 ' 2 ± 11111 ! '11,111111°HiiIII11111161111 1111 No.18 t L 9 17 C g W3 I 111111111 1,111 11111111 1I 11 111111111 1111 1111 1111 .......11.M.MMI1/■1111..1/1111•101. ,olommiliNewaw•■•■•■■•/./4, 4 4041.1 4411 M . ,s4':' .iftY . ,14 " , 4 . 6 DE,TAIL, 7.5/41 „3 1 011 • ,.....,• ..... 1 .1/ff xote ,a4r FIlt TYPICAL AT ALL EXTE"QIOR• coLUmts35 1111141c-K Izett■IFogoaD Co/4c. FIN WALL *4- a12. OC EA WAY T5 X&x1/4 GoLumm 1/4 3/4"?<1111X 1 lu e7tftEPI-ATE. y7 ANcHorg solzr-er•WM glA tx-tP,ATt.0 WI1c-1U2.41._} pm, oriatrt f9 c-ap Aucag IL *("NO 2,‘ TREATED E SEE TABLE FOR AB. 4-* C. F-2.4r2 CoF1f,-) • 4,•••■■••• : • ; : , • • 4, •••••■••• II • II-4" CONC, AkJer- CAST PUS .1 ' I 101••••■••■•••••••••••......*e• 4k--0" 14." F.AOS W.A7ERPR.00r MtOME5. wAel-itaPfizAVSL ovEg. cot44 egarp 5-# 50 Evarrittom iff1cAL-1/212'. ge-INFOgc-t) coNc. PIL CAP - 0 • • • oralpie 4., ../;ot.v. 1,1/ II oG, RATEgrgoor r'orzAtt 4" ,,,I.A41-1t.17 RiL 4=1- 1P,T2 r-tATITIAL- 1-67 D ETA EL 141A-th 11_011 1 • D I 1 1 65\4; tol, V— qk vtz-ric..AL.-rvpi • TYPI.CAL I.NTERIOR. COLUMN. ,80‘ALIM...R_OAST.' P1-4 CONDMOW 0,/er--;.. 1'-011 1: 1,111411111111111ifillii 1111 ' 2 ± 11111 ! '11,111111°HiiIII11111161111 1111 No.18 t L 9 17 C g W3 I 111111111 1,111 11111111 1I 11 111111111 1111 1111 1111 .......11.M.MMI1/■1111..1/1111•101. ,olommiliNewaw•■•■•■■•/./4, 4 4041.1 4411 M . ,s4':' .iftY . ,14 " , 4 . 6 DE,TAIL, 7.5/41 „3 1 011 • k - 415..■11,101■•■••••■■•••••••••••■••••• • •• linioNNWMNIM•■•••sew■Irrino. • ...011.11111111111.. ..10111■61, all p&p 6•Le, 111 71.4-7 N THN V4I1 P3' 444x )4 T-rr) v 8 DETAIL V4 44.6.1.f le4s11.491, 1 DETAIL • $'.AL '117+-ti NIFINIlidal•ONNIONMINI•••■•=1. qifrilLIA To 9/4•* bc_tri 6.104 Age PERPRIGIctiLa TO cbtdi Ao4v IJI9 f3Tttl. 4r wAp 4 cyTWAlc..,•111- "TYR {CAL 411/ xo p) OM•1•1•11.011M.1.1.••■••• • 14 • r-- 6 k ETAIL -r7 'Lao 01-11904071,01,1 c-flow Li-- ---'714)< al 6t,b r 1.1 iCK 4It I4/ '7h" THPU F*1;147 AiL ''La 0.. 0- 14.tioa. fla.A0 4/4, 3 eporgo,-70-1 cruNDEr iz ALL'Ag.0D.-7/4 4lio 4iplz w/ • '12/411 Poi pv44 /bst/Icou2, 1941 R OW5 - 4411 RAU. a_DETAIL Ge.X.E 14 Ps O'YPI0AL) toN'Iot`/Illotb 14, do 4"o 2 ROWS —A-leoxe NALL. 40Th: .141A4C-44 #114 OtAtio, tal etfortt eorStorlr4ar To ariler4 apt,41-044, 11••■■•■•11=11•■•••11111INIA••••11101.... L1N1 /8" ': .111MINMIIIMOMMINIMIONIYAMMIN11..., ' - 1 51_ 1111 L t1fi 1c g un No 16 11111H 1111 !III 111111111111M 1111 1 al.mo•■•■■■■•••, L: 04,ALt. ov+1T - 11-0" THO r30144 - - Olmala•••■•••••••■•8111•110••■•••• ••••••■•••■••••••••■•••■•■•!•/•■••■••••■•••••••■•■••••■■ 411-tps014 HW (k? Fugukl NANO V4-"12141EEL ft. 6,x 10 N,Afrd 7 DETAtL l :.,vo —411-irp5o14 Hki &16) HAN&E R. cot.r t.,-=`C-FI61,17 E.EAro'i& 1,1 t t'E1-4J, 4 10•TAIL: reeN-TE 1"V° 11011111111••■••■=11•1•11111•FOIMII... vai — r.3)gos &1-12? 411.-11'Wt1 [44 4 k? 1111111111111111110111111111 4v4",0 THP0 -o.) 4',114PLi t6i 11A1-106 it- GPI- 3 .1*-)11TAIL 0,6Ait 07/4 34tt ft v 5.$7:14, • • 4 -7- 87