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HomeMy WebLinkAboutPermit 1289 - Segale Business Park - Reynolds Metals - Tenant ImprovementADDRESS P . 0. Box 88050, Tukwila PHONE 226 -3200 NAME OF BUILDER M. A. Segale, Inc. STATE LICENSE NO. SEGALMA372NO SALES TAX NO. C 173 003 168 ADDRESS P. 0. Box 88050, Tukwila PHONE 226 -3200 INSPECTION RECORD FOOTINGS BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS September 19, 1977 ESTIMATED VALUE OF WORK $ 33,800.00 FOUNDATION PERMIT FEE $ 139.00 FRAMING PLAN CHECK FEE $ 90.00 LATE PERMIT FEE $ TOTAL FEE $ 229.00 TYPEOF CONST. V N OCCUPANCY GROUP B -2 DATE t55UED January 19, 1978 ZONE 3 ZONE M -2 EXPIRATION DAZE FINAL FIRE SPRINKLERS REQUIRED MAX. OCC. LOAD 93 kj Yea NI No LOCATION OF WORK / NUMBER & STREET LOT OWNER BLOCK SUBDIVISION CITY t .. AKWILA BUILDING DEPA1( 18300 Segale Park Drive B See attached legal description Segale Business Park 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 DESCRIPTION OF WORK: Tenant Improvement Name of Tenant: Reynolds Metals Co. THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT•OF•WAV OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242.2177 FINAL INSPECTION BEFORE OCCUPANCY BY PERMIT NUMBER N2 1289 APPLICANT r`S,,UUBJECT TO COMPLIANCE ITH THE ORDI P NCES OF THE CITY OF TUKWILA AND NFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR BY e Business Park ADDRESS P. 0. Box 88050, Tukwila ! _ / ESTIMATED OF ETED PHONE 226 -3200 NAME OF BUILDER M. A. Segale, Inc. 1 r/'' I Tukwila STATE LICENSE N° SEGA MA3 ]UQ_ SALES TAX NO. C 173 Q03 1�a PHONE 225 - 3200_ VALUE n WORK $ 33,800.00 ADDRESS 0. Box 88050, -- __P. INSPECTION RECORD _ BUILDING t44 E VI 0 VOID IF WORK IS NOT COMMENCED IN 120 DAYS September ..19, 1977 EQUli. r10 —_ PERMIT FEE 1 139. Oo F'IgZglN•:a PA CHECK FEE . 9 LATE PERMIT FEE $ TOTAL FEE $ 229.00 _ ....._ •. _ ...... _... TYPE OF CONS'T. V N OCCUPANCY GROUT' B -2 DAIS ISSUE) January 19, 1978 _______ FIRE ZONE 3 USE ZONE M -2 EXPIgAIION DAIS FINAL, FIRE SPRINKLERS REOUIREDcaYe, MAX. OCC, LOAD 93 III LOT OWNER LOCATION OF WORE; / NUMBER & STREET BLOCK DESCRIPTION OF WORK: CITY ` (1iKWILA BUILDING DEPA ENT I g S 5 18300 Segale Park Drive B SUBDIVISION See attached legal description Segale Business Park Tenant Improvement. 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 Name of Tenant: Reynolds Metals Co. THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON UTILITY EASEMENTS. SEP.4RATEPERMITSARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. PERMIT NUMBER N2 1289 _ I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT BY �- S -egale Business Park SUBJECT To COMPLIANCE WITH•THE ORDINANCES OF THE CITY OF TUKWILA AND :INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR BY C / --e, 6.,ti- i I N S P E C T I O N M E M O TYPE OF (--^ INSPECTION //'..�'� 1 -eC�(i INSPECT L- REMARKS Date ADDRESS / P3oo 44 LOT PERMIT NO. NUMBER gg7 A •M• _ P.M. CONTRACTOR S2 A4 4- 41 OWNER -41" f� . / I 5 I � 7T ) /a a/ fr 7 c �/ Q ,,r ¢ pQ DDRESS n O. gox Q ea t r-q /�� 1 � 4 ! cd , 90 / v l/ — PHONE .2..24-3_700 'AME OF BUILDER I ' /I AA /We, . STATE LICENSE NOSE M .LM A 37 — - SALES TAX NO. ,DDRESS P 4e$4X 3 Tof eN/ , "/- j'/87 PHONE 2 2 lo 3 2 *. O° RECEIVED CITY OF TUKWILA ' "' p 1977 BUILDING DEPT. ____ .... r F I _ • ._... APPLICATION FOR BUILDIiNG PERiMIT q / _ 77 Y �. ESTIMATED VALUE o ,C WORK $ 3'3 jj 0 D ; PERMIT FEE $ 13 9 PLAN CHECK FEE $ 96 LATE PERMIT TOTAL FEE FEF .:_v_. /V $ �- / OCCUPANCY // -.) GROUP l TYPE OF CONST. 1 DATE TODAY �_.«� . FIRE f ZONE USE c� ZONE M vL- f FIRE SPRINKLERS REQUIRED Ycs CINo MAX. OCC, LOAD 93 r ,�,�� „ OCATION OF WORK / NUMBER Ea STREET OT MarEE.7 74.3 BLOCK )ESCRIPTION OF WORK: /.2/pO 5 4.F% SUBDIVISION DEPA 6230 Southcenter Blvd. Tukwila, Washington 98067 .Phone: (206) 242 -2177 ! 3 0o 5.E6.'24 pie/vim 3 WNER 156/.1X/fr-05 //./i/.9e ' °� .tAL1E_ TENAUL: _— / /`��pS 7 4/f TIZL5 G a NATO OF DU SEES S : ____q.,ldl,'1'z 1 dg/L O4 i em.c.7P THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. iwAs 77 -7a Fire extinguishers be providedper'NFPA' #10, as a "minimum- requirement.; Total of 9.extinguishers required. Six 2A - 10. B:C _dry chemical and three 2 gallon pressurized water types.- Please" include these comments in your review `of the above mentioned project. JH:vm a: cc:TFD .file. Per.UFC Sec. 10.11.3, 'At .;every required exit doorway, and wherever otherwise required to clearly indicate the direction of egress, an exit sign with letters at least 6'inches high and readily dist- inguishable shall be maintained Maintain hose station coverage per City Ordinance #730. Al Pieper Building Department City of Tukwila Dear Al: FIRE DEPARTMENT CITY of TUKWILA 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TELEPHONE: (206) 244 -7221 Fire Prevention Bureau September 12, 1977 Re: Reynolds Metals @ Segale #763 In reviewing the above mentioned project plans, please note the following items; 1. Maintain sprinkler protection for all enclosed areas. (includes under the stairs) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the hash ington Survey & Rating Bureau, then by the Tukwila Fire Dept. No work shall commence without approved drawings. Per.UFC,Sec. 10.104(b), "All doors in or leading to exits shall be maintained openable from the inside' without the use of a key or any special knowledge or effort at all times when the build - ing;or area served thereby is occupied ". Q : w.,....rw.........�...... SAW. ww..:.. w •••••w *OM t '3C tJt tF1 {.1..44+ • 4410 A 4 • , v ► 1Z. ! ... 1 1 - , 1! _I .is . t —'{� ---t — — 1 nom n l V) 5Q 84 J Gr T �z�1¢,�oo vF bk51 6-041 r frppL � p � 5)/S rbM S vPI' � ptSR U 3r wet:50-m: .por p o Le ! R tr- a P frovd-8 /1' erR:: S 5703.. kvtre■ PIV-Ahc kikCa:ne.,,;: iltv:Gt .ewe v it• �:. ,w . 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" - •.i ax cta cif. 4d'n:." aid: ' ¢ , • 1� 54 °©4':W p ,,ray 1:i�1 tom: atca]3ei' a_ the north l thoroof• S A p1 .as _aeedocs under Auditors File c urb *4.0a. a curve, the center of whiaki 3 . -thez ;nor't4oasittrly along said, curve 4;•areg3ce, 6:2 4 21 M a diatr,;rice of 57.34 tet5t;,, ,e lsar aid 158, 43 feet to a int tectttsrr with . a Sik- ~ ti %-p ttit 5 3 as heeded uYsder: gu itar's F� i �5 e.:;„ bear6,1 Ott NAtti the u ..-3oei ?4-16ot through a ceritritt ;.pug 42 a yf W 24+33 2 ; them . /aortkei sk0214! . of saiii: a. d3 etarge ` a1: rrigjx ' g14 fro «t nt. at ip rit~s of 2,70 feet b thence ► ; 35 ;;� • {{ p- ores• more'iar less KING COUNTY ;1 :4: 4SOFt �� �w 'l"oW ip 23 A1;44 irester ,j � _ ` oz�s '�deantrM' 4P 3°4?7 `4,. fronts said i:ntercctzti©n, ort \ .. I •' M == If Wes 1 14.97' • • K,_ LAKE TRA , I ; .. afl 94., tl ,. CPA 1; 414419 I r _troy i 1.:Vi= a �1 ,o c. Vi i, /1a; � t .he • s N N 6 61.01 ,t,a 116 zip e 4 e. O o !s- SFE e:t:.. xw.. : .J4f)•2t+� N ri _ 4 is <` 3 STAT1 N STATE OF WASHINGTON t� • ;i1 • o_ 0 8e 53' 33 `• 2' 12 * IP W1.15• !Rom PPE BEGIN C Lts...tE 5706. 0.100 C LtwEik STA. 2...t00 Lt1.1e.. P.c. CultvE_ 10 rikt5T. AVM PIPE. ID P.T. 2. a 480 TikPER sOCA- 2*80 TO E sTo. 04.22..1%, Ems ittom PIPE PT 2411 s.".T. 1 + 2. E14 E. LINA% 5 0400 E UWE ---N miss LErT pI 1...wlE STk 34-5. • P.0.1. 4+04.215 O.T. 4+04-2.6 3 - 0 CutVE. 4.4• WOO' D• 91.(•1 R• 4•2*-5 t. • le. 54t T • 41. oo P.C. 04 22.12 B,C. 4+97.35 CURVE a rj.-- 38.20 150.00' ' = 105 T ROP..0 Wt0TH VARIrr..5 JWir0ML ITROM 7' TO 9.42: D br• 1 0 - 0 clit■ 4s° op" 0- 32.74 R 1 5. 0 0: L 1 31. 44' T 72 E LiME • .30 PT PT '‘ we - woe 4ta E C (0+0309 C.CGE OF C Ot.4 C. SEE STICUCT. • END or WALL SE.E. STRUCT, \ i" 24).0 ■ Ai • • 90.0 4-2.5' • 59.0' 1 CUR.B(TYp) 9d R c.kg 1 c-o \`, - 0 € .si 'D2.5 1 ' M 32' 0 EV I 0 E co z • SP eCIAL cuk rsCi...W.,8cryR 1 puvE: • ttl 33 tt," • - 52.0es - R -110.00 L 2.1(0.0 9 T I 64-.1110 , • 4 t.j • FT. 2 +82.2a / EN D • Cuttv (.• • J 3 30 21' • 2.3. 20' R. 2.41.00' L- !44 44• T • 4 35' 0 CURVE t • 3O 2.1' T' k • 2.10.0' L • Ve9.41' D 2.1.2.6 F..1,19.;TrkKi To CLU 1.Y'1 T. OF 5ZGIMNINIG • L.NE. cirk. 0+00 P.C. OF CAVE. 1 • . ' i fic, 1 _19-678Z , . . OWS -- 0 T_Le:45 3 • Cultv E 7 . 2. 5V 44 -0 Da 18.64 301.41 L• 1.53.2.S I' • - 76.Z.5 444 - C..URVS. 5 t• • - I ° so' 00 - D• 2.55 , *• 2245.04- L• - r t 47. /S' - .2 7 ---BZ :477o G D L%t4E c 04-00 ! L , S tt-1E •DTP. 35' k PC. Cs 34.00 1 1 20 PT +53._?.5 400 SZO P..L16 - R C 4040.54 I * 1 ite4;44t, Z.5 01 42 E. R EDGE. or co4. LAS • SQE ■ NOTE' . SG: ca.4...1. P.,- sHT. C(0 FOR-. NOWT IONN. NOTE.S. 5'0.51 F U r_OKOJ rot-- L !WE S 25 PT. EOGE.OF " F- cuRVE- „ .--) , L E 1 E. 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C I.I.:2 Q .. :, I - i D[AJ NH EL{ PROF LE ( : IP 2 G" ) 6 MIN C fJERA E FILL INSTALL f.PA NF`E:.D IN EXI;TIN. 2L. NOTES: SITE P tEPARAT I ON : DRAINFIELD: 0 SEPTIC TANK: INSPECTIONS: • • 7A4 ' //se°"' 1 " ,' 'vo x ,;`'1° , ICtl4 ' c— ' ', , 51N/774/ �Y' E' 7 I�1. x ,;. CARE S! COULD BETAKEN TO AVOID UPI1ECESSAR ' DISTUPPAK OFyTH F Sn!L I!` Pr OP `.! IEL . P. A,: ONLY THE TALL :TREES, ;;PIED TREES, BRUSH HIGH SPOTS SHOULD BE REMOVED. . DO NOT USE A WHINE LARGER T!!Af! 450 OR A CASE 450. 2- DOSING FIELDS 9 500 FT, ENT = 1 000 FT. SERI]I DISTRIBUt 'N DRAINFIELD WITH INSPECTION BOX DRAINFIELD MUST F01.10W NATURAL "ROUPD CONTOURS (AVOID UNNECESSARY STEP DOWNS). , PROVIDE STEPS AT ;EACH RD OF EVEPY LINE. DRAINFIELD MST CONFORM TO DP.P I NF I ELD PROFILE DIRECT ALL SURFACE DP.A I NS, STORM DRAINS MID P.UM -OFF WATERS AWY FROt', DPf I NF I ELD ARE). CAST I N PLACE, AGE GALLON DOSING TANK PER DRAWING NO, , •8 STUB OUT I flSPEC Ot!; THE ENGINEER SHOULD BE NOTIFIED 1. EKEN THt SITE PLUMBING UPS BEN COP1PL - T 1 TO A POINT INHERE T! fE VASTE SYSTEM CAI`! BE STARTED . THE ENGINEER HILL RELEASE THE PEWIT TO A LICENSED KING CO. INSTALI AFTEP THIS INSPECTION. ( THE ENGINEER RESERVES THE RIGHT TO DEFUSE STUD OUT INSPECTION OR PEWIT TO ANY CONTRACTOR CIE FEELS I S NOT OUNUFIEDk SEPTIC TANK It'ECT I ON; THE EffG zEEP SHOULD BE NOTIFIED WHEN ;THE SEPTIC FMK I'ORII !MK C HAS BEE.! CO ,iPLETED AM THE CONTRACTOR IS READY TO POUR THE SEPTIC TA,IdK. FINAL f 4SPECT I Ot! ;. THE ENGINEER SHOULD BE OTIFIED YLtit( THE COPP,! LTE r`IAST SYSTEf 1 IS FINISHED THE INSPECT1QIi fI'ST INCLUDE A SIPHON DEMON$TRATIO 0 u x D tam 0 Imo t 0 c� 11'1 • T ION H ':. L • MIN_ ate O t c s MANHOLE TYP 4 PLACES \:' 4 : n r Y • r NiTARVWAST i i i 4- _ t L I C) R E — 13A }- RLA E I F kO M FiciT TOM 3/8 D I A, M I NJ. 1A L E I N 12 5' l PAT TE : N INSIDE PARTITI ,N RE —BAR 3/8 DIA _ MIN, SPACE D A S SWAIN IN , C: ROSS E3 ►k : NLY OVERLAPPING G TIED SECURLY TO '0I DE rIAL-L PE — FAR, • -- CUTS' DE, WALL RE .. BA PLACE I " I N FRO M . . T'S f DE JJA L,L . 3/'' 1 IA,MbN SPACED IN 24 'MIN, v SQUARt PATTERN NOTES:, SEPTIC TANK CAST T AST IN PLACE 366C GALL . CAPACITY. WALL '!HICK LESS : 4' M M. LID NAY BE CAST AS SEPARATE PIECES WITH JOINTS AT PARTITION WALLS ( PARTITION WALLS ARE "BEAR I fIG WALLS ") . DOSING CHAMBER MUST DE PROVIDED WITH A LADDER, THE LADDER FUST BE FADE OF fB ICE -BAR STEEL, HOT DIPPED GALVANIZED. IF SEPTIC TANK DEPTH EXCEEDS 13' LELLOW F I fI I Sf LED GRADE, EACFI MANHOLE MUST BE PROVIDED WITH A 24 I PCF! MIN. DIA. RISER EXTEUDINC TO 1ITHIN 18' OF FINAL GRADE, SEPT I C YTANK MUST IN ALL WAYS COI "PLY W ITf; ORDINANCE 031 a K I U13 CO. RULES : REGULATIONS SECT, x`10. PUMP COMPONENTS: ) SUM PUMPS: 2-- ErIPO— COf'.t;ELL 200 SERIES ES 2 ` D I SCI IAR( E 1 1 HS. SIiGLE PHASE 115 VOLTS, CO CYCLES. LZ'IJ Ih LEVEL CONTROLS: 3 —EHPO MODEL 47CE MERCURY FLOAT SWITCHES. CHECK VALVES : 2— JENK IS 2" BRONZE SWING NG Cf IECKS . PIPE: 2" GALVAt I ZED SCHEDULE 40. Uhf I Off : 2" GALVANIZED SCHEDULE 40. PUMP PANEL. , J DUPLEX E(.f CTRI CAL CONTROL PANEL /.`1112- 1- -10 WITH HIM' WATEf' ALM, LOCATE PN1EL IN COVEI.ED AREA I N CLOSE PROP, I `I 1 TY 7 MUMPS, . INLET OUTLET u COMPARTMENT BAFFLES f BUST BE CAST IM PLACE . OR SECUR1Y CEO'lENTED ' I N PLf.CE. C s) BAFFLE ATER I AL: E4" SE WER PIPE, , PER ASTr, D2720 OR BETTER. OPT I OMIS : AU? DEVIATIONS OR SUBSTITUTIONS . MUST BE COORDINATED WITH. THE ENGINEER. UNDER NO C I E;C1.'IISTANSES !ILL MATERIALS OR PRACTICES THAT if TE mpl APPROVED BY THE HEALTH AUTHORITY' BE ACCEPTED PANEL • 1y I • Ea >me Pis 0 iad QZ./A-f • NDSCAPE t + ' A'Oi 0 LAk ��A�C ~, 5YN'c,Qr~. - I - i.► I • - ..ti. - • / ' / • '�... ir. .. +y.•......�.,�,•�„� .•..w.•,• ..... � ,.,. + +.r. v .*.•,... .....• , "' % .� ,/w ,. / � >„�,� .. � 1 9 I • • \ • l k I I I � , • I f y Y. e 1�. • a vE V 1' �.� C/�: - - _ -- -- , , : 5 //VG <v 5 ✓"' ;J 1 _ 6 `..�Y.. 0 ...r / ♦ W - - -yam _. -,� r• — /•11,1 w+ .gyp %mow I__ I 0, "TAI / �±� w./F0:i r�•"�„' • ;.9 4- 1/ q �C /rC/ti` r% I;� L��L.o ..# /'ti g '••'i CC../ 7" 7o r SI• Y_,'Ot -i' " -_ /'C > "�. /0rp7 .10/5 / V.- ,N -.1 _ -__-.r -___ ; Cn 47, fi- -( 7 .c /?OO/= .icis s . "A / ti 0; ... • O 'v' Y5d I I ' . I rrr dw, e 0I Nll 41 C 5 / // C. COIAc /©/ s - /rte Cs, 'i4 sys`r 7 %.1 - ,'pAies/ •-.� =A Q/v ncrc - , ! _. - .../0 //V r$ c f • L G.J7 7 - a ..41/s,', 'OA 77 / / ES, ?/l�G. /.�; T 5_,_4) i // r vs -- CC/ 7 C/ ' A r TQ C= - Q/zZ _ 2 O /= 2q¢ - --- ..j:C..T • \...4 / 4 .•-• . ♦ , ww f 0 4 o:Av t - 3 - 2 % • -24 "0. . ";1/:.7 G.R'A CONG 7 4, 0 5 mow, i CAM r _ • • 4 f� CO ; . ?'� /NS - I EL EVATI Qh$ & SECT 10 • NORTH 5 r,. c. ,4//1' -- - ' -,N G i 1i�?v. =... .�.►' ,:✓ ;'? • ,'?.::. w,i - /'VQ OS ' , \'C2 /V7 4 - ,'?Q0;=• A- IA 7C/-4 ._. . at :=3 t f . L: ... :w. 0 7 / EAST _ _s • a: k A./ ./0 /"' r / ' G. C. • / _J • • • • • • • • . . • - .• • - • ■ • • • • • • • .•• • . , . As' '4238 , • 2 1_ . -* 9 ..- I _ • Ik a. • •• 7 . 11, • • • • •• %\%**- 1%--- 4aa _ 0 , 9 3@ 3 - 4.4 411 1 ..4 • (■i • t �j 444 4-1 _ . . • . • ....AO.— L 1 • fl , • • 4 EL.2.26 • o _ 1 ESTIMATED PILE TIP i.l...EVATION. (TA.K.'ENi FtZQM SCtLS REPriz,i) - K 4 ) NUMBERS: NOC.A7E ?ILE, .Cu"NOFF.' ELavATIcN.S. *- i248-10 I 4 ------i 24B-9 • • , - 1 ,•, • . . KD 3 ) 0,, tr) 1 Z0 • .• • . • • - • - . • I I • TCP ST Q. AT M SCILS REPCIe...1r) CUTOFF. ELEV. 444441404114.4.4miura PILE DIAGRAM Nio E . • . • - • WC Zie. 1 see Si-47,s 5'4 S3 Pciz.CcNc. • . - • • • DE siGN GENERAL NOTES THE FOLLOW114 G NOTES APTLY UNLESS SHOWN OTHRVP5E CODE - UNIFORM BuiLDING 'CODE (1,73 EDITION) DE$IGN PRESSUE 3,000 Vo MNX . DEAD + LIV UNDISTUSED SOIL M1NIMUm BELOW FINISHED CONTINUOUS BOTTOV:, AL.L WALLS Ok FOOTINGS. 450C,‘*/P TO Z OF C.P.,N WNLLS. LIVE LOADS - ROOF TIPPING LEVEL EMPLO`(EE FACLIT"( WIND- SEISMIC FILE - DOUGLAS FIR, A.S.T.M. D25-73 WITH 12 M91. BUTT N. (VIEAF. B FKOINA fUTT END) AND 8" MIN. TIP DIA . (STMATED LENG,TH FROM PILE TIP TO CUTOFF EL!.: V . P•S SHOWN ON PILIMG PLAN, DRIVEN TO ACHIEVE A WORKING L.C.'4\'‘.) OF 30 TORS LESS DOWN DRAG , SPECS :MEAT W/CE050Te PRSEVE,PR.AWPA P-1 10 1'7/CUFT. &ETETION1 PER PAW PA C-3 . SUBMIT TP,c;..ATINC,1 CERTIFICATE Mt) DRIVING RECORD PRIOP. TO CPING PILE EEINFORCED C.,ONcRTE - r- #/" 1,800 '`/ NOT LESS THAN C SACKS CEMENT PER CU. YD. AND G, GALLONS OF WATER MAX. PER SACK FOR ALL_ CONCRETE . REINFORCING STEEL PER A. S. T. M. - G8 GRADE 40, fs = 20,000 t /c EXCEPT r AND LARA.2ER GRADE GO fs = 24, 000 ra". SFIRAL RE'NFORL,IKG CONFORMS TO A.S:T.M. A82-70 70,000 4 7r3 H .. LAP A.LL REINFORCING 40 DIA. AT 5iL10E5. REINFORCING STEEL DETAILS SHALL BE PRPAkErC) E AN EXPERIENCED DE.TAILER, API.DoVD THE STRUCTURAL Et•!G1NEEC-:, CONFORMING TO STANDARD PRACTICE OUTLINED IN A.C4. REPORT 315. ALL '4IELDED WIRE FABRIC SHALL BE FURNISHED it4 FLAT SHEETS AND CONFORM TO ,.S-T.M. A185. LAP ALI_ EDGES I MESH MINMUM. (REBAR ANCHORS FOR EMBEDED ITEMS SHALL BE GRADE 40 CA014 .2S MAXIMUM REGARDLESS OF SIZE.) GCNCRETE COVER- FOOTINGS 3" 5 WALLS t EXCEPT 1 WHERE EXPOSED TO WEATHER AND 2 AGAiNST EPRTH. C.OLUMNS OA" TO SPIRALS OR TIES E)CCEPT 2." AGMN ST EARTH SLAB 1 EXCEPT OW GRADE I BEAMS AND SLABS - STEEL SHALL BE RIGIDL`( SUPPORTED USING CONCRTE. 3LOCKS OR AFFRovio METAL ACCESSORIES . #5 RAISER BAR.`,, ALL SLABS. WHERE SLAB STEEL IS PARALLEL TO A BEAM OR WALL PROVIDE 4 x @.12." 0.C. TOP ACROSS BEAM OR WALL. WHERE SLAB 15 ON ONE. SIDE ONLY USE " 4 3 12" 0.C. TOP. AT OPEN1NaS OVER IB" SQUARE PROVIDE 2 ADDITIONAL BARS SAME S AS MAIN TEEL OR 2 * 5 MN. EXTENDING 40 DIA . PAST OPENING AT EACH SIDE AND 1- )44-O DIAGONAL AT CORNERS . PROVIDE SLAB TEMPERATURE REINF. AS FOLLOWS: S" THICK AD UNDER 44 4 18" O.C. ; H THICK t4 4 e IGH 0.C.; a THCK, *4 Si 12" 0.C.; 9" AND 10" THtLK am" 0.c. WALLS - WHERE. NOT SHOWN OTHERWISE REINFORCE AS FOLLOWS : " WALLS, 4 e. AND VERT. ; WALL$., 5 a 15o.c. NOR. AND VE.RT. ; 10" WALL, IG" 0C HOR. AND VERT. EACH FACE ; 12 WALLS I 4- g 12. O.C. NOR. AND VERT. EACH FAE. AT OPENINGS PROVIDE 2 - ADDITIONAL BARS TOP ANC BOTTOM AND 1- VERT. EACH SIDE EXTENDING BARS 2. BEfOND CORNS, EXCEPT 10 WALLS AND OvRF'ROVIDE 2 ALL 4- SIDES. AT CORNERs PR.OVDE CORNER CARS 40 DIA. IN OUTSIDE FACE OF SAtt\E SIZE AND SPACING AS HOR. RINFORCING. AT INTERSECTtON5 PROVIDE 90° HOOK ON HOR. BARS OR CORNER BAKS OF SAME SIZE AND SPACING AS HOR. BARS OF INTERSECTiNG WALL. PROVIDE VERTICAL STUBS ALL WALLs SAME SIZE AND SPACING AS VERTICAL STE..L. STRUCTURAL STEEL - ,ALL sTEL. fs = 22. N A .S.T.M.. A ' ALL WELDS 3 /162 '1 MINIMUM CONTINUOUS" FILLET .PERFORMED' BY WELDERS CERTIFIED IN AC.ORDANCE WITH A.W.S. SPEC. FOR ROD AND POSITION USING Hr..-"\P"! COATED ELC_CI AND ERECTION TO BE IN ACCORDANCE WITH A. i C. SFEC.I---iCATICNS. PROVIDE TMPORAKY I3RACNG ;UNTIL. PEMNENT STIFFENING IS INSTALLD• AL.I- 5OLT 3 /4. A32.5 FRICTON TYPE. EXCEPT As NOTED 'ON PLPNS. TENSION BY TURN OF NUT ,• METOD. APP-' ONE 'COT OF APPROVED SHOP PANT' TO AL.L STEEL NOT ,EMBDDED IN .ONCRETE. STEEL DECK - SHALL BE DSIGNED, MANUFACTURED AND INSTALLED PER TEL rEC.K INSTITUTE SPc.IFicAriONs. AWCHORAGE TO SUPPORTS TO BE SUFFICIENT TO RESIST A 30 * /13' UPLIFT. WELD PATTERN AT THE SUPPORTs PERIMETER AND FOR DIAPHRAGM ACTION TO RESIST A LATERAL D(..;E LOAD OF. 800 4 7LiN. FT. MINIMUM. MANUPAcTURER To PROVIDE STEEL. EERS T OPENINGs AT OPENINGS THRO DECK TO STIFAACTORIL. !DISTRIBUTE LOADS TO SUPPORTING MEMBERS STEEL JOISTS - OPEN WEB JOISTS SHALL - BE DE5IGED, MANIJPAC URED 'AND NSTALL PER STEEL JOIST INSTITUTE. SPcIFICATiONS. ALL JOisTS' SHALL • HAVE A LENGTH OF BEARING AT ECN END NOT LESS THAN 3". AND BE ANCHORED. WITH TWO 3 /4" DA. BOLTS OR' WELDS OF EQUIVALENT STRENGTH. ALL JOTS" SHALL" BE DLH SAES 30, 000 'VD" MAXIMUM DOUBLE ANC.ALE'CORDS. FABRIC,ATOR 'SHALL SUMIT :SHOP DRAWINGS FOR - APPROVAL PRIOR TO FAICTIO.' PROVIDE L3 3 Ac MItiktAtiM CROSS - BRIDGNG AND STRAIGT, BRIDGING WITH BOLTED OR WELDED CONNECTIONS AS NOTED ONPLANS. •.* LOAD. EATERD 100 TO . PROVIDE 2- MIN. qt•-ic:...R 25 %I 32,0 00 tLE 40 Yo' 20 $ /o ) TO 30 AbOVE GRAD ZON U.B.C. (1973 EDITON) NQTES' LO AD 1 . • (71 0 0 z. • • .% • • X,: • . . • • • -' " 2.-a )'31-o" C ROOF I441 II SEE - 2 MC 8.51 tLJ ' WELD ALL 5 I II HATCH ID1Et? . 54 II • 70 3 L 5 PACES g 2C (2 O) PA C c. ri 8 MODIFIED (12 C u DLt-4 Do DC 1 1 °' 1::1:0, 1 18 ST' ( DE-14-1L • 4 • (0) 711 • - ) s Pt-L. S . 1 /4" ki) Ps :52,5 OLT - EINVO , MC 6, 1 r-: r I i Nt • 5 -1 F x4-X0-7 '.: I." j0' 1 rz:- 5RIDGING - • • • 1 3 / / . 2 ' • • DETAIL Z.. F .„, END PCST�F 51'1_ JOIST • :( 4)5P. E 6) " ":1 - • 1 - C'ANITy‘..EVE SPAIN "'."-••••• • TC'•"C, HAEL ti.Ni •,j K • I: 2 • •. • • • TOP CHOK1 OF 9(c DLti ST L JOIST • SIARIPrIr 3" Dp, STL TV:17 DECK • I --4: e iV1C6xI2. • • 1'‘. 6" A A%teL - 70 FIT 5.K.ID `1') CF 10 ,JP1 JC 5 TRii5c Ti SECTION A-A DETAI 1 162. OvERALL (2.0) 5PACES@ 947 L.k 8 jcvsTe TYPICAL bRIDGING 1/ A t.‘ x I X 3 /10 W E L E OR, I...)OLT ED TO JOIST;:, (2 CAr;•/.. / a ATTACH • _> E318 • SOLI( ' 5R • peTWE-6K1 10 JP 12,Xitsis (AEMtLE 6LE k 130 '- O' 0...60.00■PreMg• t TOP CORD OF 9G D1-1-1 ST'L. JOIST' L TOP , CHO OF 9e DLN STLJCLST • • /2 0 4' SE TO° CHORD OF (e- DLA JOIT C•ISr WILL 3E FARCATED7:::LE (3) SEGNI EtslTS ZS CC:NT PAN ) ANC/ FIELD ASSEMBLE DEPIINDING ON Skii - P N C, t CETEZ5Ak1 NIA"f 5E 4 Z.CATC ,N PIECE e : F; 50 MANUFAC.:T i-- RE R. 1.41(..;5T GAN i IT..S 3" DP. 57' DecK CONTINUOUS 12 GAGE 54-1, MIL CI-4PJ€1_ -j ■ CONTINLCOUS 12. GAGE 34-1T. ito,t".1_ CHANNEL WELDED To W10 AS IN SEC_T. S ECTh GN F- F tt% • 1 1 -O SE C -c f • \ • ROOF FRAMING PLAN & DETAILS 5C.A AS ,4-40fr4 S x 3 x E5oLTEL) TO JC• I SI'S (e F.P C-(.0= - SPA:. • r" 1 2- !r • kr) • t (f- TOP CHORD OF TRuSS Ti r.) )=- ,g- kiv lo Tore ci-icRo CF TRs 10" x CHANIEL FROM 1Z. GAGE 5HEET MTL. • .772-2, <STAGGER • 475 VV -4` ' • 00 _ % i"••••• f 4 w 2 (r) 'SLOPES DK. „ . • • ' . 5" P SLAB) Se 16" 0.C. R■OOF .6.11111111L#MIRMLINORNMMO. .17:••■■•••■••■•■•■••• (E-LE V. IC P CF SL.A5 r • 't": „:•■ " -44 1/2 I • .i..45-71 . \\\ I I / 1 UP \ \ !. • 1 ! ! . .* // ; ••• • • • ,' • • " - • • ,O • • • *.‘ • • • • • 41' 2se-c) D D WEST STAik T PP1NG LEVEL PLAN WEST STAIR 5TORAGE PIT LEVEL PLAN TY P. 1Z" WALL RE.114 F, -W C C.C. EA, FAC E VE:RT. ; *4 eve C.C. EA FACE EAST 3TAIR ORAGE PIT LEVEL PLAN ',""•-* • ""••• • ',rt.. -7;7 Tw4: 1 P T;it t? .1 0AL L 41.010,c. (: E vERT CAL ,N WALL) LEV. 2'-e 'i . -1 7 ----------=-- (2) - #4- - ryr. , . ------____ ........ Qcucie tl ...,_• • rit- a' A4- S. EC.T • - • f 5AR TyP. 3 ......•■••■••••••■••wwww.•■••■••••■••••■ 7- A , Vat FAC E G I_ a 4 3-2 4 " • 1 • " • ,•• ••• t • • • • 11111...0. Ty P. 44 ----J@.>12 Co" X 3 oPEN. Ci.) EAST STAt R G 4 kiC71 CURE AR0;.;NID OPEK. i - NORTH ELEvAT1ON EN/1PLOYE FACILITY • tscr.. 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