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HomeMy WebLinkAboutPermit 4041 - Trammell Crow - Silo - MezzanineJob Address 17550 Southcenter Parkway Tenant /Owner Silo Date of Issuance 7 - - ,-95� A3 E] Attached Description of Work Remodel-storage Legal Description , 2LD 7,304/- Q //O Property Owner Trammell Crow Address 5601 Sixth Ave. So. Seattle, WA 98108 Phone 325 -2553 Engineer /Architect Lance Mueller & Associates Address 130 Lakeside Seattle, WA Phone 447 -2000 Contractor Baugh Construction Address Phone Authorized Agent License No. 223- 01- BA- UG- HC -376N0 Value of Work 9,500 Fire Protection CZ( Sprinklers EA Detectors Use Zone Type of Construction l -- Issued Bv: l/'f INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date R Rec. I 1st Fl. P Rebar P.C. 4 Footing 6-19 8 8656 2nd Fl. B Fdtn. Bldg. 7 Slab I —S''' 9 9,% Frame Demo. Bond Wall Bd. Total T Tot. T Tot. T Total 117.00 Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Occupancy — � Size of Unit or Building U Uses Sq.Ft. O Occ. O Occ. Load F Fees A Amt. D Date R Rec. I 1st Fl. P P.C. 4 41.00 6 6-19 8 8656 2nd Fl. B Bldg. 7 76.00 I I —S''' 9 9,% Demo. Bond Total T Tot. T Tot. T Total 117.00 • CITY OF BUILDING PERMIT TUKWIILA THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issuance By NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION 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 EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERfORMANCE OF CONSTRUCTION. ignature of Contractor d or Date ? -- uthorized Agent PERMIT NUMBER 0'f/ Control Number 85 -174 FINAL APPROVALS: Fire Dept. Date Bldg. Official Date, THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I CITY OF TU K1► ILA vontrol No. Central Permit System Permit No U TO: El Building El Planning Project Name ) i � Address 1 `� Type of Permit(s) This project is approved by this department: Authorized Signature FINAL APPROVAL FORM 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 El Public Works El Fire Dept. C t = / /ti'',1'jf / i2 »2, 4. j 5 / El Police El Parks/Recreation / Date CPS Form 3 1 Job Address .1. %�i:iQ 3outhcentcr Par'l;R-ray Tenant /Owner :Alo Date of Issuance ';j - .;7r - - , "a Description of Work Reoodo1 - S Fora'. u Legal Description ED Attached Property Owner Tralalt,e11 Crow Address 5601 :i1 ;tn Ave, '.io. ; •11.. WA 0 } Phone 32:5 - 255: Engineer /Architect Lance Muelier 6 A$sUi ;ldti:, Address 130 Lakeside SfNattic, WA Phone 447 2000 Contractor batch Construction Address Phone Authorized Agent License No. 23•-01.0A- UG• iC -376N0 Value of Work f.).6(/0 Fire Protection ED Sprinklers ED Detectors Use Zone Type of Construction •App•1-..- .Accepted• ,By I= ;su -'t ' +r; /'/ ; / , INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. 40 1st Fl. Rebar Ad 0*Jr P.C. Footing Fdtn. Slab 2nd 1 .5 /la fj Frame Bldg. Demo. )., i ')4 ' ;'-' Y/ Bond Wall Bd. T otal t Tot. )4_ Total .17.00 Req'd Insp. Date Dept. Approvals Planning Div. Health Dept. Public Works Dept. Plumbing Electrical ert. o ccupancy Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 40 1st Fl. P.C. 11.00 3 - -:19 F:6J0 2nd 1 .5 /la fj Bldg. Demo. )., i ')4 ' ;'-' Y/ Bond T otal Tot. Tot. )4_ Total .17.00 • BUILDING PERMIT CITY OF TUKWILA THIS ERMIT MUST BE POS TED CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issuance.- By ~ "1 - •• 1 / I NOTICE THIS PERMITBECOMES NULLANDVOID IF WORKORCONSTRUC- TION 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 EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTR / UCTION OR THE PERFORMANCE OF CONSTRUCTION. • Signature of Contractor or Agent Date EZ. .- FINAL APPROVALS: Fire Dept. Date PERMIT NUMBER /70 Control Number - :174 Bldg. Official _ X11 515I q ate THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I i t l-1441 Date 9 -/7 enant Time M � ' o' dress : 1 a te Wanted: )ntr. or Owner ✓pe of Inspection INSPECTION REQUEST ( Req. By Taken By : ,-------- Permit # Tenant /� Address: / 7 _S50 ill • �� !".6.1A4.,Ac Date Wanted: Of 7/ 34 a.m p.m. Contr. or Owner Type of Inspection 7 :—/:d7 Taken By 7 INSPECTION REQUEST Permit it kDe{r Date 5/S,� Tenant JLeo Time SV.3e Address: . /755 6) Date Wanted: /.S c- a.m. Contr. or Owner Type of Inspection Req. By PERMIT NUMBER CENTRAL PERMIT SYSTEM - ROUTING FORM CITY OF TUKWILA TO: ❑ BLDG. C— IPLNG. [] P.W. [[ FIRE [] POLICE El P. & R. PROJECT ADDRESS /7554 DATE TRANSMITTED /7 RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW.. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: D.R.C. REVIEW REQUESTED [] PLAN SUBMITTAL REQUESTED Q PLAN APPROVED ca PLAN CHECK DATE 6-- (/ COMMENTS PREPARED BY CONTROL NUMBER eS -- /75/ r D C Crum 9 City of Tukwila Fire Department C3•f f':i.c ^:i.0 1 LI C: p 3 r •L• rrr c: n t f:: :i. •l: t o f.. 'T' I,.I k. w :i. :I. a3 Cc:)r'I•li ro:I. :11:b5µ• :I, 74 Re: Silo Mezzanine r►c:' — :I. 7 5 50 S outhcxc'r►te r Fkwt.• :. Dear Sir: The attached set of bLd :i.'.I.c i.I r e been + t, 1 °I plans a3 rl a t'1 iii v r• r r•_• c•: r•I r t:. v :i. c:. w c:; 3 >:: y The F :i.rc? h'rr_ +ver'I•l::i.r.)r•I Bureau and are accep•L•a3ta:l.e w:i.'1:h the •f'ol..c:)wa.rl<.:t concerns: :I.. . E) ; :3. •t•, hardware and m a3 r k. i. r1 f.t III I..I ti3 •l: meet the r e! c ►.I :1 r f:? ITI c r'i t tii of Uniform Fire Code Sections :1.2.:1.04 II< 12.114. . All IrlC)cI :i.'f modifications to !i3Pr:i.r•1k. :I.er, systems shall have the. written a3FProv<31 of the Wa3<.iih :i.r► ttc)r'I Survc• ui.n0 & I<at :i.r•I5:t B 1..I r c? a ►.I y Factory M ►..I •l: L.I <i3 :I, 1= r•I ::t i. rI e c r i rl ct or In r,;l I,J c:i •I; r :i. a3 :I. Risk: :r rI ri l I r` C+ r tii v 'I: h (i? rl h „3 •ti h f:? Tukwila Fire I:I a p i3 r L ITI c I'7'l:. 10 work t3itr3i:I. toITImeI ce w:i.'l•t•)o►..I d)ter••-risvr•.•?r.:i (Ira3w:i,itit<.:+. (Ci.•I•t:3 Ordir•Ia3hee 11:1:1:41.. NFI'( 13v 1-9.1) st''r:i.rlk. :I.G?rti3 a3rcr? reQI,J :i.red Linder mezz i3I, :i.ne.. 1101c1i.rl<:t., X :Iere.3rtITIei?r'I:l: No•I:ei E)c :i.•I: i3Ppeart(i to of reti3ei 't:hr:oI.i t h • ntiJf):i. i I:I.I"I„it roots "" (. 1. 1 t:a3I T Wi3!i I`emii i. rc?d!' Yo►..Irtii •br►..I:Lt:3v 'T'he 'T'uk.wi :I.a3 F :i.re Prevention X: +drei3u cc: 'T'FrI File Gary VanDusen Mayor Hubert H. Crawley Fire Chief June•? 21y 19f35 Gty of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 LiJG 11\ ERS - NORTH VV►: ; : C £ i �'C; P S. 6869 WOOD LAWN AVE. N.E. SEATTLE, WASH. I lb 1 ELE. 206.525.7560 k- JOB No JOB NAME DATE SUBJECT SHEET OF 51 Lo , Sou ' i"I -tcsi.•c-f' (� AF -+ A AyT .51 YR , AL- cA U I,�.fil�F -•�S BY k;-JOB No. SUBJECT J �j'i"�1[✓' -1 tom- 1 I3.c , JOB NAME FL 11.L �i' 3p.I - t ,44 . +.. II 5 �o ENG I I ERS- NO: Mt`f "H WEST INC. R3. 6869 WOODLAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206.525 -7560 0} •. Lo co g' K s 1 . f ai u 5Z_ZS r _ DATE zz SHEET "l OF BY 5.5 JOB No. JOB NAME SUBJECT S N1;k p. ■..-J,4UA fisccDe-- C o Imo'` : 1 c„.= , col WALL Ic.''°c,- I.1"' IZ' • 1.5 " 5r C,` f r `SKY • 1 -. 8 :t ENG I Nc 5 — NORTHWEST INC. P.S. 6869 WOODL!•WN AVE. N.E. SEATTLI, WASH. 98115 1 ELE. 206- 525 -7560 / Lr . t2 s 1Th ) 4. & , 2 61Zq".).1 DATE SHEET 'AL OF BY I.14 -(4fal) � 1. . 6a C. - $.9 5 ) t Salikurt.IFT Q It, c- v _'f 5 Ict Not.iww u�s tai ►�� -I�s Zjnd` @. hIJL .E Inc+ D. a- I colO, e. L-*T 6 c , .,-r . t- C - pre ©. T IA ENGINEERS- -. NOM FIWEST INC. P.S. 6809 WOODLAWN AVE. N.E. f kI I LE, WASH. 98115 TELE. 206- 525 -7560 JOB NAME Joe N o. SUBJECT / 1 VI I''"I F--� Fr. ' 112 1 I I i P it 3 • Co x 1 ,c I riTG h 2 71 (- k-4- G Ice" – 4. (.d/ 3 x 4 14 10 4 tr •p J I ?h Z) 3.95' (.13') tie -3.11'7. I' 24" t 361' , q. C.-t Q...1 -G'3 t. 3•`1 162f. z..efl 114t‘ . ,. I.33 )= •Co lye 9 DATE G SHEET I l OF BY r.', I- 127 < t t`) �- 1 � i �.vr - f - , � -�J 1.°11 Q1� ) 047 "— j ,Cp t 3. t� 5.eI C JOB No. SUBJECT L '5 E=NG I1S1=ER NORTHWEST - INC. 1-: S. 6809 WOOD LAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 20G- 525 -75G0 i JOB NAME rz- Ll I 4 4 4 (:? d Ci t, I : J, .l? �� I. _.1� DATE A /--- I 1 1 SHEET IA I OF BY 1"r- ( - (14-1) E S A- L o,‘,12 _ Zlc 10',4-1--I 1 • I L/7 . � LrU�T 5 •1 - t=e--4cif,, I - '75- �s•t~ Czx9 LIZ .• 55 1.1 Z = .15 VG-4 Iu,,I J & , =J-.4o1' z 5r,z ��'�` 4mac. r. T 0,-6(.7.0512 C oe oe N o. SUBJECT � L• L G b c., ENGIN ERS NORTHWEST I'h4C. P.S. .6869 WOODLA4'tWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206.525.75(30 JOB NAME J (_i t-, G x G* 1 5 ") 1 I C .G 7( '' z L, 4" 6•Z • a ‘1,1241-. . 7■1__ r �3 ` � C.4- �e") i- I �i DATE L� SHEET y` OF BY Ita " - - - Ig ;�3 x IS�a 5iL 6ricAP v-- µwUtia P E P - n .Z .. r JOB ADDRESS ' • l r ' TENANT D TE OF APPL,� j J l / .1 DESCRIPTION OF USE i LEGAL DESCRIPTION ATTACHED q PROPERTY OWNER ADDRESS PHONE ENGINEER /ARCHITECT J , ' ' ,. ADDRESS ?' Y PHONE CONTRACTOR ADDRESS PHONE AUTHORIZED AGENT I I ! LICENSE NO. ) ..t`. 1 • . i 1 , �, VALUE OF WORK • } - FIRE PROTECTION SYSTEM SPRINKLER DETECTOR USE ZONE TYPE OF CONST ) J . a -d.� ) ADJUSTED VALUE �� SQa �'-- GRADING CUBIC YARDS CUT FILL SIZE OF BUILDING SIZE OF UNIT Y , WORK TO BE DONE: I t . 1ST FL. I �� 2ND FL. TOTALS I I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT. ?• FEES AMT. DATE REC. NO REC. BY P.C. /it co �� ~ /(j. i ^C r .� r :•:::i, l SIGNATURE •'' _,. DEMO. ADJ. B.P. p ,tn 4 /Y "' COMPANY DATE . 1 1 `. PHONE / ' -5 s'. `a .a " 1 4 TOTAL APPLICATION FOR BUILDING PERMIT CIT Y 1 �4�Y 1 CyE w _ r OF BY... ►J U J� 9 1985 TUKWILA A FII E f O LDIUMp CITY USE ONLY USES SQ. FT. TOTALS DEPT. APPROVALS PLANNING HEALTH PUBLIC WORKS FIRE OCC. _ CORR. rP/ Zel ,(5' OCC. LOAD SENT APPR. SPECIAL CONDITIONS PLAN CHECKED BY APPROVED FOR PERMIT BY DATE � dO t. IgNitfORMIONMSW ,PAINKINO 10 0ANI acts - r, iquivieee o <^ GLS r air ' /,�fdltion ��v.I�r G.a � J AFC° w p1.t19 4 `F.Z?.,ANINes <--- 2 ,O x a9.1: 78, at (5$i .acv t.Eece.-) "airs; THIN WON. ,l,R' • fey MUUSINcI PARKING 54013 PLAN That p0 rtion of the southeast quarter of the southwest quarter and of'the southwest quarter of the southeast quarter of Section 26,,.Townshfp 23 ,r North, 4a;ige 4:East, ILK., in the'C1tj�'of Tukwila;` King County, Washington, desci• toed as follows: Begfnefng.ai a point on `the north line of said soutiw+Est quarter of corner Of said southwest aquarter 1 of thef r y rf southeastg the nOrthwast q quarter'; Thence S to il.e,west tine of said southwest darter of the southeast arter a distanteof 585.00 feet to the true pant of • hence Thuing S'Ul'i2'25" W a'dlafance'of 62S'.00'feet STouthcgpheOce N ter P 88'47'3kway; 5" a distance'of 570.04 feet to the east margin of ar Thence N 1149'33" t1 along the east Margin of Southcenter Partway distance of 480.00 feet; Thence 5 82'55'53" E a distance of 335.00 feet; `Thence N 02 °04'07" E a di Of 28.00 feet; Thehce $ 87 °55'53" E a distance of 26.00 feet; Thence N'02 °04'07" E a distance of .700.00 'feet; ihenct S 47 °S5'S3" E a distance of 24.00 feet; Thence N 02 09 47 " a distance of 40.00 feet .Thence 5 nt ° 65'53` E'a distance Of 295:00 feet to the truf -i4int beginning. ..111 1.i-+. IW _:Y..Corlsti"11cttiin'.:Type t , __ tYP� 1I N �F'f�NKt.1r21✓P A Ote pMncy Classifti atton: p -e 4 At 'Ot� L" I il �4 N 11* Ale'5 M. ACTN1' PBI INf i{o is i t ,� 2 o "7 12Un Nit' P.441 I 1- kawmeetc, A 5 etG3J ' fC4-4AN'f ` -IbU:- pui4pli4 Iir;TI wm-47TJA "•r14 � - ►-I T Nr 6 'AU.' A R . �13rci r op 1- A4. -01Z. UAs4 v, - - T124 -fl e 11 6i 1/1 y,�t� . • 1" - o.: ` (i i .k ./ a) I ' L Gat�tN� � I p t 1.'di :s+di Me1.4 �� r:F1A1." Ise. 6.4O NEVI .O f , 2on .,t .r't7 r � : r' L t,L 4 c 5 1 : >'t' -- \ 4M-1-41.41 reV AGCY 1 ' 4ht / �L.• ,P,424; � j re P: `1 l fi ,ti,. tl�'�N11 i i ,.- 0 4 r % ta,3 + X e, 5 w to A GT'1✓IG1�� S,Gta ^rax'r 2, I ?, ,1 pl + �l•ll�iy{rf �,li L,/r gylt 1 t „ T "r 'atom e, :t .c3,, C.t�, iii" r" ` e ,64-1 i. e oto atD lItI' �✓ .�. ( INDEX TO 9RAWINGa . s' du I understand that 11 play) CneCkd *pore subject to errors and omissions and approval Of plans doct flCi outh.riao t. viol Lion of my dopted cede or nrd,r ,r;.' h..cipt of cOntfacter'3 copy of ?r'rrQ \t ! ,s ,5 rSCr010V1 b9ed. \ ti/ \ax' o WV 5,4. Wo5,c, Wt75 Uyf�S.C. H. M. M254 H.M. H• 1\4 frf • M. H. tvi. H.tv! • H. M. I-I. M. *1•.14T : AI..0 Iva. 6Lickss i':15 4 r *''M S ' � BE ' V NE+0T ' TYPe (1 I-fWO *5c) o P'rpp tip Qu�.t�-'G Pft P.fJe2P IZ$tl lf`li� --1 w /'i'P .c..N •- ' 4 ,N-v0 mgr.-Jo-40,o Fp,AM ¢ -Tao r tA►v{E G. "ve /....s00‘44.4 c t.v. Gnaw f l L4K- le4netos h:c • 1-1 vy ryo,.t,DE: Yiraion4 ...441- p,t-vnn 1 c0 +cP I- yY pu`j'Y G +R.. Htrrew PuTy' 4. c.a- . folio vi pr. vKiA -r P ifre—% ' N0"NeY t7u li05 • rUL)sH w/ v -vry z1 FY wf WALL. 4 -10AVY 'Lrn e t. a4z 5 24'THf -U 31 ==-==-=-- 9-t a-tive JoTE 5 I.) / 2A7GH Torte OF EXIST/1.1G? SL1913 In// NEW F00/4 7 - ,c , ,-1 Poi-R., • 1 elf I.) TDB' OG 3 ¢" COX 744 PLyWOOO /5 43 g6c3ve bLO" UxiTL/M WHIG/ -/ /5 TOP OF 5X /57` /A/4 St../ ( 5 /re ELev4r,o).! /5 et,,L0 S) N/9I4.- HLL cbnI tIlL/Uoti5 pL Ywc70c7 EG4E5 w //od (,14-6 1 M /N /MuM PEA/ 7R,i T /oti/) eD 40* ° e . / B "X ,3 i /8 ? - 0" 5TL, STRAP W NA /L //Jy PEC SECT. e c To •11:17cH .�?OJ #5 NOR/Z. OF T5. COL. 66Y01-1 c' 57_(JD !AMU.. 1 /Go"' °c w/ 3x4 8Lkc;. @ F4Yw0 EDC,ES N�lic� w / /cad conMMo ,./ C. /48 '0/ / 4 M /ti /MuM PENETRATIO/./) C� 3 c cc»i.JT. PL Y/A /vo 7 EDGES f !o" °c FOR BALA •vC E *x DUtii/EL5 x 2 (ORIC t_ t CjRUUT) /("°t AROu,Jc EXIST. ,co&jL,c T/ok/ Tie, 3 x4- 5Tu17 sHeAg Iva cL e /4 LA// BLKC,. •% NFI/.:,tilL PE.e .SECT A -/ - e" cox (5T ucr .1r fi /"'L y wo o t7 F'E.E SEAT. A -1 /Lo" 5 /MP5o/LI 14427 71-II5 E, 0A-g. Y (C s. 80L7 Ho5, ' H 5 5HOI•vi ) ete.," - 4 51t P. 8 oL75 24"°c TI1RU 807 /:t. ALoti14 WALL 3/6., 51U1:? skied-4g LvAI -(.. ,_NO W/ NA/' -!,V(a &KG7. / 5ECT. #5 powELS x 2,: co (OR/LL t C R0u7) To MA7GH 4OJAc.EIdT - 4 5 HoR/Z. Fo©7/,1c7 5 TE EL- OF WO COL. NOTE : li7THGN EXIST: FOUti.1CQA71On,/ TO NEW FoulfIDATIOn/ Yv/ O/ IL:LEc7 E yROUTEn 4 5 Dowee.5 v,Q 5E-cr. C -/ 3 4 ° 0 Ti-HRu 804-7 C' LP TO MEZZ. LEVEL 03' (Co 8OL.T5 TOT /L) ex /5T, rJ0 COLLiMn./ a coNr.A- A. ri RE, F. > .. i..4 cto 5'Z") 'cNJr" /, d CD 4I1 :3rr - 7 ti c, A4 .9 2 '4 y��IFFI '4.71 • cr '9- /) 4 R 4 Con✓r, +5 ;S Ca 24" 5 /h - 1 e= SUAJ H - .3 ( 509. 7" ' L. 06 ' /DER PL.,yN / JQT ; rrb,gc.AA./c,e -< of /n, ' & cq '1c)r./ , /A:/ 7'"C) CG J /:5 eR,. �E.C7•, c-I { T, 5, Got.- L° . P ? P4A, I � - { / C 71 Nci Co Z x 4 Sq. - .510e ofr 2+f 4 GNP pbt -KCn: gAdo LL '2 ' c:' . O. (- rRucr. LGJ' r9. _ C L 2t' 2 GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE - 1982 EDITION LIVE LOADS 7EISFIIC . -.,. ZONE 3 MEZZANINE FLOOR , . . i25 PSF (STORAGE) DO UN DA TION SOIL BEARING PRESSURE 2000 PSF FOR EXTERIOR FOOTINGS ANO 2500 PSF FOR INTERIOR FOOTINGS BEARING ON NEW STRUCTURAL FILL PER SOILS REPORT NO. 225 -13 BY GEOENGINEERS DATED APRIL 10,;1904. CONCRETE f'c =25,000 PSI 'INSPECTED FOR ALL SLABS ON GRADE AND FOOTINGS ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF,' ALL ° CONCRETE ANDSELEC- T,QN OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, ANO ACI CODE 318 -77, PROPOR- TIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 3" MAX SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES SEE SPECS, WATER CURING SHALL BE USED r'EINFORCING STEEL 1_c REINFORCiNG PEEL SHALL BE DEFORMED PER ASTM A615 -68, GRADE 60 (fp60,000 PSI). LAP CONTINUOUS REINFORCING BARS 30 DIAMETERS, 1'7" MIN, UNLESS OTHERWISE NOTED. CORNER BARS (1'7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL - FEEL `IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". OVER TO MAIN REINFORCEMENT TO BE: FOOTINGS ................................ 3 INCHES FORMED :SURFACES -- WEATHER FACE 1 -1/2 INCHES -- INTERIOR FACE ..,.: , 3/4 INCA STRUCTURAL v AUD MISCELLANEOUS STEEL TUBE COLUMNS ASTM A500 -78 (Fy =46,000 PSI) MISC, STEEL ASTM A -36 (Ey.36,0OO PSI);' ALL WELDING CONFORM WITH AWS 01.1, "STRUCTURAL WELDING CODE" ANO UBC STO 27 -6. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET I4INIMUM, ALL WELDS TO BE BY 4. A.B.0. WELDERS. USE FRESH E70 ELECTRODES. CONTRACTOR MAY FIELD OR SHOP WELD AT HIS OPTION. ALL' MEIIBEPS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE MAY BE PARABOLTS OR APPROVED EQUAL; MIN. EMBEDMENT PER UBC FABLE 26 -G. FABRICATOR MAY INCREASE PLATE SIZE 'ROVIDED HE COORDINATES THIS WITH ALL TRADES CONCERNED AND OBTAINS ENGINEER'S APPROVAL, FLU- t.AMINATED WOOD MEMBERS r .+- WOOD R : .. r , U C a . � - ' EA1.1$, . DOUGLAS FIR COAST REGION, KILN DRIED UBC COMBINATION i LT - 24I J3 (Fb'2400 PSI) BOTTOM LAM TO BE FREC OF UNSOUND KNOTS LARGER THAN I/2 I DIAMETER. PROVIDE AITC STAMP AND CERTIFICATE TO ARCHITECT AND ENGINEER, MATERIALS L! WORK IN ACCORDANCE WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND RECTION OF STRUCTURAL STEEL BUILDINGS" NO. 1978 AND AISC CODE OF STANDARD PRACTICE, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS; MUST BE OBTAINED FROM AN APPROVED FABRICATOR, ALL GLU -LAM BEAMS SHALL FIT SNUG AND TIGHT IN CONNECTIONS FULLBEARINGAS INOICATED,"GI:U -LAM BEAMS SHALL MEET UBC STANDARD 25 -10 AND 2S -11: TIMBER 4x . LEDGERS & MISC. LUMBER NOT NOTED TO BE O.F. S ?. ALL GRADES SHALL_ CONFORM TO WWPA:' + GRADING,ROLES FOR WESTERN LUMBER" LATEST EDITION. 601T HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. Ail WOOD 'IN CONTACT WITH CONCRETE SHALL BE TREATED, ALL NAILS ARE "COMMON". MIN. )NAILING PER UBC TABLE 25 -Q. SUBSTITUTION OF OTHER SPECIES NOT ALLOWED. IPLYWOOD< FL(VOR SHEATHING - 3/4" COX 'TONGUE & GROOVE WITH EXTERIOR GLUE. NAIL AS INDICATED ON PLAN. ALL PLYWOOD CONFORM WITH U.S. PRODUCT STD. PS 1-74. ALL 'PLYWOOD ,5 PLY MINIMUM. ALL NAILS - 10d` COMMON (9GA., .146 DIAMETER WITH 1 -3/4 MIN. PENETRATION INTO FRAMING). GLUE PLYWOOD TO TRUSSES PER ARCHITECTURAL 'DRAWINGS. . ` WOOD TRUSSES ROOF TtUSSES 10 DE TRUSS SPAN OR APPROVED EQUAL. AND TO BE MANUFACTUREII AND TES PER UB STDS 25 -17, PART ALL GANG NAil, PLATES AND ' BEARING CONNECTIONS TO HAVE I.C.B`0. AND /OR'APPROVAL. CALCULATIONS TO BE SUBMITTED WITH SHOP 'DRAWINGS. CALCULATIONS TO `BE STAMPE AWl) S OF MECHANICAL `N LICENSED STRUCTURAL r "IGINECR. TRUSS MANUFACTURF3'. TO D , IGNED BY WASHINGTON L STAMPED AN TS. SPECIAL CONDITIONS CON(RNC:r0't SHALL, t'EIRFY ALL DIMENSIONS IN ' IELD AND SHALL PROVIDE ADEQUATE SHORING AND BR ACING OF ALL STRUCTURAL MEMBERS D U R ING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO'INSTALLATION. SHOP DRAWINGS 3• - SETS " OF SHOP 'DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: GLU -LAMS, MISCELLANEOUS AND EMBEDDED;ITEMS, "''AND "REINFORCING STEEL. INSPECTIONS INSPf 'TINS ARE-TO LAB LAB APPROVI :D PRIOR FOUNDATION: REINFORCING: PLYWOOD b IAPHRAGMS PARABOLTS: NOTE TO MECHANICAL AND ELECTRICAL TRADES CI1t1TRACTOR SHALL SUBMIT PLANS ,SHOWING LOCATION, LOAD, AND ANCHORAGE OF ALL "HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS, ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS, AND SHALL SHOW LOADS AND`LOCATION . THESE PLANS''S BE SUBMITTED CO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF" THISEQUIPMENT. DE PER UBC SECTION 306 AND ARE TO BE BY AN INDEPENDENT TESTING TO STARTING CONSTRUCTION BLDG. DEPT ANDTUE- ENGINEER., 'INSPECT` "F001 ING - AND EXCAVATIONS JUST PRIOR TO TO PLACEMENT TO INSURE MATERIAL: IS DRY AND OENSE. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED 'PLANS. CHECK .FOR REQUI,RED'COVER, .SIZE AND,, : NOTIFY ENGINEER FOR INSPECTION PRIOR TO ROOFING. "MINIMUM 48 HOURS NOTICE. I FY ' I ' � ' I REQUIREMENTS. NSTALLAT VERIFY IS PER'I.C.D.O. RF UIREt4EN1'S.