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Permit D99-0070 - Pyramid Pointe - Carport
City of Tukwila � (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT WARNING: IF. CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .115720 -0361 5711.5 152 PL NGAR DEVPERM HDR V -N DEVELOPMENT PERMIT 000 North: .0. South.:_. N/A' i o' e , s : .. Y .. Land Altering: Landscape Irrigation: Movi zed Load: Sanitary Side Sewer: Sewer Main Extension: S Drainage: Street Use: Water Main .Extension: License DALLYHI120L7 N' N N Ste N N N N N` Cut: rt Time No: Private: Listed Private: N Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: Start Time End Time Fill D99 -0070 ISSUED 03/31/1999 09/27/1999 1997 SPRINKLER /AFA .0 PYRAMID POINTE 57;1.1 S 152 PL, TUKWILA, WA 98102: PYRAMID POINTE ` H.Ph"one.: 206- 281 -1188 C/O J B MCLOUGHLIN & CO, ': 2 1ST AVE 'W: STE 302, SEATTLE WA 98119 MICHAEL HAINSWORTH Phone: 206- 328 -3276 ;;33,1'6 FUHRMAN AV SUITE #10,0', SEATTLE,. WA 9810 'DALLY, HOMES INC: Ph 206-328-3770 33'16 AVE EAST- #100' SEATTLE, WA 98102 * * *k. * * * * * iii. *** *.** ****A'*'*•k**** ** * * * **•k*i *.*is * **•k *k*.'k * *k *k Permit Description CONSTR'UCTION;OF'_A CARPORT!IN. FRONT`OF BUILDING Phone: 206- 328 -3770 * * *k * * ** * *A * * *Ar' *4 ** * * ** * ** .k4**** k************ kk******** *k *k *kk * * *k * *** * *•k * * * * *k*kkki Construction :.Valuation: $ 7,000.00 PUBLIC WORKS PERMITS: ` .:;* (Water Meter Permits Curb Cut /Access /Sidewalk /CSS :. N ir,e.":Loop Hydrant: N dbdGontrol Zone: N Hauling N Separate).. Eng. Appr: Sizetin): .00 End Time: Public: N Public: N ***********************************ik********** * *** * *•k *•k *•k *•k•k* * * * *•k *k TOTAL DEVELOPMENT PERMI•T $ 234.26 ***' k*********** k*****• k********* ik* **** k*********** ** * * ** **•k * * * ** * * * ** * * * ***1 Permit Center Authorized Signature: Date: & aI `q I hereby certify that I have read and examined' his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: ?/"414/16 44, d?j Date: 3-2/- 97 Print Name: _ . �G �jg. A/A/SM'/z7/L This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. d'ti r$:es`s T enan t a� I:;'S11 D YP, GE VFEF M applied 03/0;/199 a e 1 # 115720 r-c 0361. j I$ ued 03/ 3' 1 /1999: k4C'A9k',Nk' *N'R •kk•kkN *; * k�ic°tk.lk kfF;kA*#*4kk.k'•k k k', kkst, ic ilk• k kkkk*kN,k:•h*•k**•kk ** **.� k k* . * .' er Mi t Cond i t i ons • chaiig l 1 A be ,mad ;t :t he plans u n 1 es s appr'red 1) t n' in a nd the Tukwr la' Bui ldin Ot 1 , o 2 Wh speci i n.y p e tit i p r �yfi�ri , e ctu i ;.- r e �, .Fier the ow ner t rchite�.t 'or engine ryis'ri 1" "notity e t 1 * Tlk -'l a 4,. „,,.Bui.ld i'ng r,vislon of ap:ptitkn;.t „ : Dent ofi;lre a inc e ction . ager' y" ; e, p rior t ' N tie f i r t b u,i lril f an g i n s p a,c 0, G J e s o fz a J 7 :: -t7.6; v s tth l nspection . ci `r�t s fs ra , l ')131 i, ; su'bmiy tte4, to ;t,iie Bu � ii tt.g v1si'cn ` � ma»'i n er ; . q Re $ h a` ' 'i f / co3ita 1 rt,.�dir6 - $ s rolecC : p) T p ,pr n`i nu 'and : t3rpe'''ot 6 nsp e E tio rjt1 �rtwg e • rt or�r �`, ° :' . y C'Z J'A r 1 '. 4 . ..,s � bn.i i y . e;; sp� 'a i • risp ertgr sha,1 l S i t a final si „gne. , „;rep i t,; t ati + wheth tl7,e' wor k,�l'rii`ui r inga ins 'pect� t L a , n th ties t of th6 i nspe;c s itncwl edge, In ` . confor t c e \' i ts,,.': prd 1 p,lans:a ';spec f.:14Ations and the a'ppl,aab`ie o `r J n hip r r v i s: i o n . of . t h ey U! C' L ...,,. . },, $ . l' ons,truetion t,ii. be iipne,,�An' confarmanoe with appr ov.e j , • r , 1' r�” and `"equl renp ?ri•ts O.f tai, ez Uni �pr BUi�ldi 69 Code (1 d;;r ' ion) amended -t Un t ii 4) M.ec•ha,ni<<.:�1 Code s (19.97 E dttror�) ;5 ii , j i . 0tu.n�y.? tat Ene,r g�), code J(19 E dit io n > : � r 4a,.p r m,i e t.shal 1: ta ? lnecd t:hrouOh': t Washi rig tgn +, Cy L.abpri;axid; *t ryye.s an a .1.• elect C.'S , r I x � w,.) "b .i 11, e ti n,s pt c t6d /b ({40 6630 i , xr ' 4 Ail erOnits1, 1nspe4'001y c rs-eor d's,:i and p pr�1'(r61 s? d: plan sha11 b ava . 1 , abl�a zr;a the .a •ite prior t,, the :, t.vot an co6943 '.s. tr o � ion 4 �P- -= h6,,e ' ' d are 6j"''. ' irn ed and avat 1, able' ' y[ � J � . X+ r .. 1 •" ' r' +7}'u,� + } p . )A �t 11 talnatl in_,pection� approval 1$ rant 61' . h; A.11 t r rct' be/blot 0 + , �A . '.0, ' cerrt ie we:l $ $pecrail inspected t i 14BC - e ' ' t, '1p) r) ..; .,\11. 4 r ra �� ra ja ' . .. Cs ,A";f • • T,s+� Project Name/Tenant: y Ra.ii - /a' 4�A/ /e Valve of Construction: Leoo. Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing tel /Hotel El Office ❑ School /College /University Other C.4R PO/ r— Site Address: City State /Zip: r S. /s",7 place Tk.12tJ,G w,4 9 81o* Tax Parcel Number: / /Sa?d -° ti -41 Property Owner: Phone: Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating Street Address: City State /Zip: 33 tip -ra ll A r>7 -4A/ Aveg-5 L-c;1-e /00 Se . J.4 ?A 6 Fax #: Contractor: PALLY ii0111E5 Phone: -:?06 ..?Z$ -- 3 , 79a Street Address: City State /Zip: 33/ ip Fu h 4 rnl. 14 4 v e - S~ib+e. lob Scaii k -'A 981 Fax #: A n 690? Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Em E25o A) A i De time Y Phone: as3 39— /333 Street Address: City State /Zip: 3 /9157 Ave s w,4 9869z Fax #: r � Contact Person: �•' €7�.�{ /ivswo%!�- Ii Phone:. (?66) 34 6--_R 27 !o Street Address: City State /Zip: 33 /42 P4+1114/r14ti/ Ave swt< too Sc?tf lQ. rWA 4R Fax #: Description of work to be done: r xi to L r et.� tie,' tie,' C/e lg � r TA/ A ON I is . 4p c bed- e,v / JGr r 1 ,.,,....1, 4 t Existing use: ❑ Retail ❑ Restaurant L�J Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ ^ ^ Motel/Hotel ❑ Office ❑ School /College /University 'tf'9themo■+ Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing tel /Hotel El Office ❑ School /College /University Other C.4R PO/ r— Will there be a change of use? ❑ y no yes, extent of change: Existing fire protection features: sprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /a1000 existing 99,0 new Area of Construction: g� j�,v C Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes no quantities & Material Safety Data Sheets New Commercial / Addition / Multi - Family Permit Application J Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date a plccation _cepted: CITY OF T'CWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 NCPERM1T.DOC 1/29/97 Date.;,; •Ilca' e es. FOR STAFF USE ONLY Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC. WORKS:SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Addl I reviews. may be determine . y the Public .Works Department): Curb cut/Access /Sidewalk Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Est. quantity: gal Schedule: Appllca`j�Sn by: (Initials) PLEASE SIGN BACK 0' APPLICATION FORM Account Code esciiptior Amoont, : 000/32»j'1:00 "BUILDiNG.- RES. 139:25 '. 000/38b 904 : STATE BUILDtN3.. URCHAR - 19713 03/31 9717 TOTAL •43.75 • 1003 03/64 mo. TOTAL Phi DCD 90. 51 CHECK 90.51 03/04/99 10 0449 0097 1083 CITY OF TUKWILA • Project . `'; :,,.. O rd i rfl T ype of Ins ion it Addr s O� f � ` � s. pL Date ca 1 q Special instructions: �� A 'C U v� t � &:00 Date want f 5 .1„ . m. R ter e Phone: INSPECTION RECORD Retain a copy with perm' INSPECTION NO '`CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' PERMIT. NO. (206)431 -3670 COMMENTS: T /7Arz,E S / e e-Aw ;* proved per applicable codes. Corrections required prior to approval... InspeT WA S4 r $4 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: v.v.: 0 4 , 44: 1 '•.. • -"°,14‘..-.1.114'..1:,..a PROJECT .57721./cr URA L. CA LCUL-AnatlS 4— CoLeJA/A/ - C 46,16qC / L Ceti/ q FZ2 Ars ggesr .wow IV/ A1,0 80/8 y ORA) Dale / 77 n .E /1/17 .5 DENNEY ENGINEERING INV. 38809 19Ist AVE. SE AUHUHN. WASHINGTON 911092 PHONE I rAx (200) 939.13/3 VS C,1TY Of itiii,\NILA APPROVE Vel,PkIl 2 ti 1999 • 7:61 1 ,4G:d r Ig6 IILA MAR -. 3 1 " ( 1 PERMIT CENTER c37-0070 C 1)ENNEY I;N(:INIslsItING INC. U99U9 191s1 AVE. SE AUBURN, WASHINGTON 90092 PHONE ti FAX (me) 9994373 (as3) u.'. /1 /97 � 7 - /ZacTURAL. CALCULA7/DNS �-- COLUMN CARA: GrOMD /NA T /ONS . #5" /8o /a 4007e, eat%,ny l//est,`' N / -/? /8 IZ 27 yet. / = O.roo(8o)414z9ksc" G'/zQC.k _9-- 5 -cvN C'oia t. �: 5 eaeA. ca nli %rs edc.4 cote/ P 2/ i-' Loan= 24.20 psf See Load 1"..74/e Nextpaye (/,. 3)- Loac/'7r 4. £ ".3 paa con e. _ . (/o ,1 = 54 ,sf y 26. 20 frsc OWN 2 Check can64ver • De_termi,e section niodedas For 2- s ,Qah C046; uOUS itil = 54(4.5) = /3 7 'k 8 /37(/2)= 0.031 itukoo CanzVe ver ✓'dome., t i N - 22. 20 (2, 33) = 7 • / # _ -- 7/(/2) = 29 8V 0 psi <44600 pse O.03 6 OK • the !/c- u/ESZ` 29 ya, IV/ R/3 ZC iheathi''9 connection /r W1 ?du /ice Load per booL`= / /(i 44-) = 4.8. Sot I. / (See p. 17 Asr ev rideyoifi ) Psi,/ /- oat Cc c4 r of */1 -/9 7e,F screw /s1 2/0 � shep' e = 537 See %', 0 4 . \relarie'r } /=or 29 ja est /matte �u/ /over = 537(o/72/4247 la Pa//-out ca city i :1 /�a our /.n =770# See ,. 4. 5eaNdard screw apse.;-0 /2 n (4 screws iit 3li '14), s,4,g`) 0 /� VILVVe ,t 11r.r.1 OPIRma 4310 RidR. Ur, N,6. Saes, greinn 97101 503.303.71161 1.900.372.355 EAX1 1.600.261.8161 A nlvision or JAnnoc►c 6 P►, rnnnicnn►In, n+c. _- 4" __!__ 4• DESCRIPTION: HI - ib II fa A 36" coverage steel panel with 1 -1/4" high ribs at 12" on center. II can be used as a roof or wall panel wilh substructural members typically 2' to 7' ort canter depending upon actual load conditions and panel gauge. Inquire on Availability Ftfocliv. Onto. Miry 17, •I00.1 [HI-Rib II 4 " .� 12" • 2 nosing nit) • Load Spun 7.h►e. Sneed on Working Pre,. • Stool Yield Sheer! 80,000 pal • flexural uolign enelysls accordtny to AIM 'Sp.cibr.Gons lot the r►e•.ign of L amigo Cold•rorn►e'J sisal Structure! Members' Airy /1661. 12• 30" 3/4 ft • 1 12• • Continuous Span Loading applies lo sheets continuous one P . or mars spans • Weiphl o11M.hest ties been pnowpd tor • • Metal h nns.. on Sued on lnIns/n A3 M1 6‘410111011110n• tot t .Noeeble bed o 4 isban • t. cede may by biassed by IP la wbid bpd NO1 E: The following fond rabies hove been Compried for the design of Wei roofing and slang used An cantundlon with Ow wood or steel teemed structure. Vic watt Steel nssumes no responsibility either oxprrsnd or /MOW for Mil Yak rrtn.. elrbi«+ In r'nnngo wIthoVI 0011os FOe Seim. OA P. 3 1 6 W g. g. MATERIAL WAS (GA) DIAMETER STEEL SHEETING 1 NOTES 20 GA (.039) - 22 GA. (.034) GALV, 24 GA. (.026) GALV. 26 GA. (.021) GALV. WASHER TYPE None 5/8" 14Mm I5Men, GALV - • 1358 1008 713 1193 708 N/A 1344 q w i • 1590 1465 _.. 1008 — ___._,=r 720 , -- a .035 Melal sealing wisher used for puH over testify, S 1717 1525 1020 763 MA'T'ERIAL 1;20A. 14 GA. 1.104l (.011) SYJKSI • 50KSI 15 GA. (.064) 50KSI 160A. (.062) SOKSI .070 M. lenseglrl 200) PREDRILL DIA. PRUIDRILLING NOT REQUIRED I . AVE. PULI. OUT (POUNDS) )IAStI I 11;14 I 932 ' 770 1111 386 111 •'••• nr, #reT 4 CONSTRUCTION PASTENERS, INC. Technical Bulletin 1e -.14 HWH tbLATIID .• STATIC *BLP - DRILL IN0 113 Orr. 0.911 PHYSICAL PROPERTIES* Head-Across flats: .312•.:105 'thread Dia. (0.D.): .215. 'thread pia. (I.D.): .164-.1157 PULL OUT STRENGTH: /POUNDS ULTIMATE/ PULL OVER STRENGTH: wourvul ULTIMATE! tm!f k:R!Shk5:CM27.M„,.ano7X'31.`0..1i 4stiti rh X trt V.: Kn •k'+:ti17AS%fi'C•k.,`Wil,Te. Min. Tensile: 20 founds Min. Torsional: 91I Ins.•Lbs. Min. Shear: 201.50 Pounds RECOMMENDED DRIVING TUJLS: 1900.2300 RPM Screwdriver tipped +vlW depth Iocslh,R nose place to prevenljoverdrlvin` and stripout. (Do lint use Impacting type drivers RECOMMENDED MAXIMUM DRILEUNt1 THICKNESS: 3/16: Approx. (Total tllleknes of sheeting and structural Including compressed Itrsuletlon thickness. Thlcknass may vary depending upon typsi of essenibly being drilled.) BUX 6)26, VAIN REED A1] SPRING, WYOMISSIN(;, PA 196W 215.)76676, FAX : .17rpA551 ATI ANTA C:IIICM;O IIU11Srvi los "%wolF% SAI Sr►mrRSFT 111tSh In(*mods. InRr)NFO P41 M DENNEY ENGINEERING INC. 38809 191s1 AVE. SE AUBUF1N. WASHINGTON 90092 PHONE A rAx 039.1373 (a5 Roof /519 h%79 Parb;74" 5pec/;?, /3,33 =- /20 Ift craRAZ. C4i.c4r/ws 4-- COLUMA/ CARPORTO wog, coetlimvAnotto .1.4Yero 4Jc/20 M eaAeggver /14 =220('1)7 -44(60# 2 c512/e .fian = (1 89 -04-670Goo Ake morneile at CenZer = 46 ie864 Declin 'moment 44(940# 6 ksi: II 40.640(.5 ksz - 4'36002) =4. 4 I44 44 re% - 3 0, 0640 ? /5 6":0 Asc 5=2.04 *3 5ee p. 7 else cg /6 -a,, 1)I;NNEY ENGINEERING INC. 388119 191x1 AVE. SE AUBURN. WASHINGTON 98092 MOUE 8 rAx (!M) 999.1979 (a ) ear T rh;l s LlD m /►�D o%/ (V= 270- ¢ .#) = /2D # 4 to = I n 2 o: 8 r PAP Co/rpater Output (See p/o. 8 Wlru //) 1.49 I.29 9 1, /8'; , I, ' 3 % • t / eathdvls 2.30k - 2..43 /.S9 k --sr/Zuc rt/RAL CALGUL r/DNS 4-- COLUMA/ CARPORT, a•rr CON19 /NA r/o v5 • o*r/80 l8 a 5 pjf Ib 9' /8' —4.86 2.30 k See pp. /" d // Max. _ ¢ 8'4 k' (Sarhe as 4 - CPr picr/ut) Lfse etx 3 x /G je. _.D ■st.. 8 / sp�utro 7 di olVar cle`nM is OK as per ¢ -Car souottic EllorIIve lIn1n: Mny U. Il'9a 4:1 HI I,f a Ur. Ill!. Seem, Thelon W/311) 501.39141ril 1.1100•372•11■1 rAxr 1•M10.2111.111ra A wanton HP JAI111(CK Illr61 ►A01111:Alllln Inn 1 PHYSICAL & STRUCTURAL PROPERTIES I: (I) >, ll_ V) C X .- It) •1 C., UP I') C) • Up 1•) I•) (V 1 • DU • (•) -I c1 ci c:i ( Il) U) d I-• tV V) II) I() (V (7 U) I() n1 (•1 • - l() l■ 1•) I•) ∎1 (.1 t), �i (•) t•) U) (1) C) C.) C.7 • Eh if) VP c1taCD! C, • �_ •- I,, •- u/ II) I- (•) Ill Ir) O O O O t UP (U C) IX) U) (1 N 11 'I o (x) O •- co ft! U Iv ri d 0 0l� I- I` I. Cl c O •- r r d , '1 rt iu w 0 r 10 V U) II) •.' N U) w UP O d l7 Q) C) •-- w N 'b• • ti O r •- V )) N r tV (7 r) In If) 't U) N r) 4 to cv 1- d d to .- N N 1D 11) tlj US t US N In CA N 01 RI CV �t W r r r U) O^ (9 Iri sr; 0 C 0 r r r N N N V. r r N N N 0 0 0 (D 00 0 r l'llrn• molt /nr1 In rhnngs MINIM nnlltll r r 1/ I-. to tc�ri (o O O O r- r N N O w ti et r co tai r) r) N �t7 • v OD UD E; (0 • 0) ( 10 0) r et 1 E 7 i ri v w 2Oro tJ ri vi r r r o c�a,� ID t0 I0 r r r (DI ID N N N (O O r cora § O r r 0 10 . tV ei O 0 00 •t Y ` V.• r r P. 7 FOB B.I., • ol 5! i 41m mop, I,. IS Setritt, thrown 0/ Mg' 11 1:PIR1.1/2,11.13 rnx, /Ai &MY A Ittvemm tor rnommas rum I Artilltt0 MM Mit I . I-II 'TENSIL" Z134 C SECTIONS 50,000 LD. MINIMUM YIELD Z& t; i 0 GAUGE •.)..3" - (i n Z It c; 14 & 10. GAUGE I ' --: ii 'A 1 I tO F & c: 14 GAUGE • _ 2W' - :1" - ay* iX IC;;;1 494 I . * vo ky,. 7111141 , ..-• r .1 I; .d .... ..... 'q.v.!' %it? A IP. • r/07 le ' .' • 1, 1 *1/V4 4 t rt% gialo In rIsnnJn Z SECTION 2:4" - ran Rohm, CM 64 JOINT` 6- CAR.PURLIN D +L X -RESTRAINT Rigidly restr'd 3 Unrestrained 4 " Unrestrained JOINT INFORMATION MEMBER 'LEFT,' END 'RIGHT' END NUMBER • Jnt. F/P 'Jnt: F/P 1 2 3 4 1 P 2 2 F 3 3 F ' '4 4 ' F. 5 SUPPORT INFORMATION' MEMBER F F F P. Y- RESTRAINT Rigidly restr'd Rigidly restr'd Rigidly restr'd PROPERITES AREA MOMENT of (in2) INERTIA (in4) .94 .94 .94 .94 9.41 9.41 9.41 9.41 ROTATIONAL RESTRAINT' Unrestrained Unrestrained Unrestrained MODULUS of ELAST (ksi) 30000 30000 30000 30000 JOINT - . BENDING MOMENT NUMBER . ..k=ft (+ clkwse) . . 2 -4.768372E-07 0 - . 3 s. -- -4.768372E-07 0. 4 -..... . 4.768372E-07 0. MEMBER JOINT . BENDING MOMENT AXIAL LOAD END SHEAR kips ( + up) • k-ft (+ clkwse) 1 (L) 0 0 2 (R). 4.859999 0 2 (L) (5 0 3 (R) 2.43 0 3 (L) -2.43 (R) 4.86 4 (L) -4.859999 5 (R) 0 SUPPORT REACTIONS . .. X DIRECTION kips (+ rght) MEMBER END ACTIONS kips (+ rght) '0 0 JOINT DISPLACEMENTS Y DIRECTION, kips (+ up) 1.215 .9449999 .9449999 1.215 1.08 0 JOINT ROTATION X DIRECTION Y DIRECTION NUMBER rad (+ inches (+ rght) inches (+ up) 1 0 0 I -1.004021 2 - 3.718597E-03 0 -2.295E-30 3 - 1.164153E-10 0 -1.89E-30 4 3.718597E-03 0 -2.295E-30 5 0 0 -1.004021 • I)ENNEV ENGINEERING .INC... 3B80S lilts' AVE. SE . AUBURN. WASHINGTON 911092 rolioNE 1 ITN( 000) 939-113T3 0 • I I6 . , • 2.74 4/. • . 69 =36 hsi • c 5 — 2 3g,c. -113 re$ — • 26 ase C.6 • , SrRacreiRAL CALCULAMOWS COLLIMA/ RiVte &Mg/ CD/1/13/A/A notta Aritro � C I)ENNI;Y ENGINEERING IRIN(. INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 I'IIONE 8 FAX (31001 919.1111 (as3) F /2-f 23 (162 /r) u.�. / /2.1Y x/4_).— 57.11 l ose; 23 6V./off' =�32�_Je z / osc: < 5.7349 1).54 ,5ektdihy due to /A cr/ M = 2!0(8) = /8•0 ' = l6eD (/z) = /5; 2r ' 343‘o ,St DA (. 2 9 Come/heel/ .: r .tses (See next rage) ,5 'T/Zuc r€/RAL CALCUL. MWS - COLUMN CARA7RTS anal ' COMD /,t/A T /ONS 4r /80 lB eOIU» -g Load 2 Cc iu_r n i5 TS 3.1, 3 x X3 A . 5 r/ 29 h' r- /. /4 15 7 .:•-• 46 ks � 3 o. &6 (1-6)= 3o..0 C _' / //. 6 Cdi:7d /Lle/i e d 2 i/e /o city 7 ev 44f Exposure 8 p z Ce G'8 ST I = O.6 2 (/. 3)(/ . 920 0) _ /5.2 $ NNory z o.i to / /•i d Fe rc e on Zany Side , per e'o /u »I'l = /3.2/. 83 (54/2).1 7 /3. 2(25 )'t /2 = 2/D /e 2.00 .Q = frytox. 42 .0 0 6 0 0 iJLr• /y = /44...149 > /, d Ce 1/ /• 6 / //. to 01< 1)ENNI;Y I;N(:INEERIN(. INC. 38909 191sI AVE. SE AUBURN. WASHINGTON 99O92 PHONE !1 rAx 939-11373 05 . 3) u. t. / ? ..57 rn/RAL CALc /L.477DNS 4.- COL UMA/ CARPORTS a ~pi c rvoNs e*5 /so l8 ',/z/ -7,13 ( J-r z'd) conik;74ed .5Zresse s Corha t/o7 1 30 2 d, 530 > O. /5 L/esc A /sC No ra4 a/8 • F 573rd. /lil /4/2 k Oittio 11'10_022 = 7 V iz c" F = .5 55 h sZ (A /sc 9 Tab /e 8) /.29 0.550 o. fs(78/4 _ La/ 0 4 83 (/ /F1)f 0- :4 DR Cor cY ?a -i , PGf -La.t F - (2 / )(3&)0 F) = 2 33'0 4- = 3 50 /655 -p s / j Lz '57 /l — 7 )(30, 344 Lise 7:5 x3 f = ¢lo kst . _ / 10 (12) _/5-6z0 /•v/ -- 0.2897 = 0.9/1< /.33 D/< I)ENNIYb ENGINEERING INC. 39909 19131 AVE. SE AUBURN, WASHINGTON 00092 PHONE IL m x (}.•) 9:19.197.1 (ass) 11.1• / .J7Nacre/RA4 CALCULAT/oA3 COL UMA/ CARIAORT.S ah c.'Om9 /r m T /OA/S •'leo lB O L "? S Ref. C/8C -94 .sect. /x'010.7. / f Tao /e /8 -L" -4 Assaf '71ed /45/5°- 2000 es(' c) /a'/a//:R. /? 'depMM ('.°% 3 72'y /e x .3 de e, cey, Area = C. 785'4(/. s)L = /. 77 sic 77� As /5p = 3DO• ,sf See / n. //) • i4ctua/ 5,81" _ 1/3?0 -1.‘1 3G10O / osf DI /. eAeck La terL4/ Goad c'ii e ;1? /YI= 2/0(9.e)= /796 guy ✓. LoZ. ,-a/ Load co Colu.m e. 14/ _ /50 0.77)(6) 797 # lees/..; Morneplit 4= 7970.6 Net 4 = /995" --59e /397' Lateral 5vrce = /3 97 = /4 9. S to Non - eanr rd, S/- /a dr- - A / -1-7f4:3G1i ) A..rz 2 U A / ri ,c?9. Die9d wt, Category 3 Sol/ 5, = 2000.5)(5/3)0.33) = oosF 4= 2, 34 4 /V7) l'. 6''73 ♦ d =o 37 /�- /7 A — 2.5¢ .Say 3L 0 2 0.573 // Bast c A513 AS5u 5 t ( p s ° f loco psf I)I;NNI ?Y I;N( ;INE ItlN(; IN('. 39BU9 191st AVE. SE AUBURN. WASHINGTON 99992 t't UUNE it rAX MPS) 9394373 71:t (ass) FoR PIER FM T "R A 513 AREA P tAerag AS BP AREA P FACTOR A53P AREA n 1.66 3000 1.17 sF 3 L 1.5'0 22 50 1.77 sF 34Bo 1.40 1400 1.77sf 240 4' 1.70 1.90 3 4o0 3 800 1.77 sf 1.77 sf 6020 (0730 1.70 1.90 25"50 2550 1.77 sF 1.77sF '/510 5c40 1.60 1.$0 1600 1800 1.77 sF 1.77 sf 2 i-30 3140 p MW.94 A:s:l:'.;A �':e�r.:r`.F:.:'r.Yf.57: S imi,^ . ` x. Fina rp�i; a �q!iNSl:.N,t, ";_,rM!` r�: 161 1Mi � PiO!O� r'.. + P:' /57 re/RA L CA4CUL A77cWs - COLum CAR. .sne✓ C w /,c/A T /ONS /349 /9 Em.6e.dded Poles "7 Co»rrete encase. ie,z" Re cetera ce.: t/ac- Tel Sect. /906. / T t CB=I - Er,d Be4vr.i,9 /4 /loua6les ALLpLj 5 13r FoR DIMENS /DNS 51-10.14M t) AMETER tog MINIMUM p110E1451014 (SQ oR RCct ) 20I' DE P i-1 4 , 1.53 1.73 3 060 3{60 1.184F Z.igtf 6670 7540 1.53 1.73 2295 2595 2.19 sf 2,18 sr 5000 5446 1.40 140 1400 1400 2. I e sf 2. sf 3050 94 1.93 3 e4o 2.18 sf 84 to 1.93 2895 2.18sf 6310 3` 4' 1.60 1.80 3 24Do 3 3./4 sF 3.t'{sf 10,050 11, 300 1.400 1.60 2 2700 3.14 se 3.14 7540 8480 1. 40 /. 400 1400 1600 3.14sf 3.1'5f 414 5020 S' 2.0 3.1isf •12,56o 2.0 3000 sf •1.8o 1800 9 .1 5F 5654 1)IE,NNI;V I' N(:INEI' UIN(. INC. 3000P 19191 AVE. SE AUUUflN, WASHINGTON 98092 PHONE A rAx (!M) 939-1 X79 (253) mote / .- 57"/ZUG Tl1RAL CALC[/LATI0it/5 '�-- COLUMA/ CARPoRTS anal COm9 /,t/A Hotta ALSO lB CB GSgSI '— 0.Co1(0.7)(/'.4 /. =7.1 pL = 2(z /3)= /.33psr Al et p 7.//—/.33 .5 Qsf Say !o C 1H.ecti 4,,d L/pl e 214•«,c Ara* Capacity ors' ' /2- /¢ 12A-Screw i.7 / j a, sheet = 3 77 ' (5ee p. / 4/ : reg!a/ a y480 = /, 27 2 /Ise (2) ' /z-- /4 7 ek -,scre d. in At (A x 4%x 0 c /Ws. Hass -- . Beak. /Column Cehne ction 40 ap/.. 't u p/. 2/40.69( ) = 1920' the m /:).( *) - 1/4$ A307 /olts + 377 153 261 151 238 142 N.A. 132 11 276 101 263 98 248 94 119 N 20 143 91 141 69 140 88 133 . . 53 Ileel Sew 12 14 11 11 20 Fasteners Mlicor Titelock screws No. S-CR comp•Rated Attaches metal lath to elude. Projecting head engages cementilious lacing to stud support. Has 08 shank. Length I'. Parkerized finish. No. 11-ML Attaches metal lath and accessories, metal panels, etc. The me dia. pan washer head spans lath openings. Has 08 shank. Length W. Parkerized finish. No. S-WH For self-furring metal lath attachment through sheathing. Has Na' die. flat wafer head and 08 shank. Lengths: IY and 1Vi . Parkerized finish. No. •-Fs Attaches fiber sheathing, rigid Insulation, etc. Has Vii dia. flared heed and 18 shank. Length we. Parkerized finish. ,,/ Sell - drilling, self-tapping. Used for fastening various facing materials to steel framing components — maxlmum 12 gage. gr r .,.5/ Pag:Awaials NOTE: Additional screw sizes available. Check nearest plant location for availability. Suggested design loads for screw connections (pounds) Suggested design loads for fillet and flare -bevel groove welds No. 11.00 For drywall or gypsum lath attachment. The vie Hated head seals firmly wllhout rupturing paper skin. Has 06 shank. Lengths: 1' and 1M`. Parkerized finish. viplH!:.1d!kv.r;r1kr Wm; z'.1..T.•V:i?r • Inryco /Mlicore stool framing 5.3/1n No. II-PL For plywood sub•Ilooring up to W (hick. Has Vie flared head and 06 shank. Length 1W. Parkerized finish. No. 104111 Used for steel to steel connections. Hes W die indented he washer heed and 010 shank. Length W. Zinc or cadmium plated. N.A. • Not applicable: two steal thicknesses of this gage cannot be connected by this size screw. N01(1: I. thou rho prllerl 61renp s err Ieaed en rally M61 rushy 01.1641 by a illy lades M 3.0. 1. MlnImrm resew rpscInO IM 4lalanc, km Hie shall nil N Nu Ilan 1ND ser Ins IMn Irby, whore 01s IM screw shank Nsmdd eM P Is Iw Own W. 3. When cennscUnp m61ellsl of 411161enI pp, lea leads shown ter IM ItpMd Ole. 4. Screw capabilities are Heal on s mint nrm connadN mslrlI simnel of I . 33.000 P31 A �. IMU 1..IN • -- •••M.• .r woe Oea34n Thickness (Inches) .1046 .0747 .0598 .0478 .0359 WON 340 Michel) K 1 14 • Ms.sbN Lead ILI.iIc.) 111161 1035 740 592 473 355 flare•Hv61 limes 826 592 473 379 284 NOM: 1. V l sue M IsernOsd b N hr vied M WWI* MIYIi Isk Isk ado 7. WdM mow Noosed N Mw we Mint N •1111 War of feel* skew. 3. Ware 4. Wiese Wilms oo Ism se as e�erfe IYIM M WI who el W 5. nere•kwN Mslw .sill en revel fkM am Woo 155•61015 nip 11 ON ewsMl W ow Nei M M MOM oMIMr• 11 Sere. SW 110. 12.11 ID .. .111:1 . Art•) 1 Ns. 10.11(0 • .13r; 1■ .13T) 1 No. 3.1110 - .131: 1 - .131) 1 Ni. 1, 411 to • .IM; T • Aw) (red r rpm 01 101Nn• TllHeas S Shear or B BOW Or S SOW Of s sow w Mew) 3 3earinO ► ►011111 l lino, / /West s swing / /111111 N Ns*, p p1i/M — 1� 12 3 324 3 327 3 314 N N.A. 3 303 N N.A. . . N.A. 14 2 215 2 286 2 205 N N.A. 2 200 N N.A. 1 183 Ileel Sew 12 14 11 11 20 Fasteners Mlicor Titelock screws No. S-CR comp•Rated Attaches metal lath to elude. Projecting head engages cementilious lacing to stud support. Has 08 shank. Length I'. Parkerized finish. No. 11-ML Attaches metal lath and accessories, metal panels, etc. The me dia. pan washer head spans lath openings. Has 08 shank. Length W. Parkerized finish. No. S-WH For self-furring metal lath attachment through sheathing. Has Na' die. flat wafer head and 08 shank. Lengths: IY and 1Vi . Parkerized finish. No. •-Fs Attaches fiber sheathing, rigid Insulation, etc. Has Vii dia. flared heed and 18 shank. Length we. Parkerized finish. ,,/ Sell - drilling, self-tapping. Used for fastening various facing materials to steel framing components — maxlmum 12 gage. gr r .,.5/ Pag:Awaials NOTE: Additional screw sizes available. Check nearest plant location for availability. Suggested design loads for screw connections (pounds) Suggested design loads for fillet and flare -bevel groove welds No. 11.00 For drywall or gypsum lath attachment. The vie Hated head seals firmly wllhout rupturing paper skin. Has 06 shank. Lengths: 1' and 1M`. Parkerized finish. viplH!:.1d!kv.r;r1kr Wm; z'.1..T.•V:i?r • Inryco /Mlicore stool framing 5.3/1n No. II-PL For plywood sub•Ilooring up to W (hick. Has Vie flared head and 06 shank. Length 1W. Parkerized finish. No. 104111 Used for steel to steel connections. Hes W die indented he washer heed and 010 shank. Length W. Zinc or cadmium plated. N.A. • Not applicable: two steal thicknesses of this gage cannot be connected by this size screw. N01(1: I. thou rho prllerl 61renp s err Ieaed en rally M61 rushy 01.1641 by a illy lades M 3.0. 1. MlnImrm resew rpscInO IM 4lalanc, km Hie shall nil N Nu Ilan 1ND ser Ins IMn Irby, whore 01s IM screw shank Nsmdd eM P Is Iw Own W. 3. When cennscUnp m61ellsl of 411161enI pp, lea leads shown ter IM ItpMd Ole. 4. Screw capabilities are Heal on s mint nrm connadN mslrlI simnel of I . 33.000 P31 A �. IMU 1..IN • -- •••M.• .r woe Oea34n Thickness (Inches) .1046 .0747 .0598 .0478 .0359 WON 340 Michel) K 1 14 • Ms.sbN Lead ILI.iIc.) 111161 1035 740 592 473 355 flare•Hv61 limes 826 592 473 379 284 NOM: 1. V l sue M IsernOsd b N hr vied M WWI* MIYIi Isk Isk ado 7. WdM mow Noosed N Mw we Mint N •1111 War of feel* skew. 3. Ware 4. Wiese Wilms oo Ism se as e�erfe IYIM M WI who el W 5. nere•kwN Mslw .sill en revel fkM am Woo 155•61015 nip 11 ON ewsMl W ow Nei M M MOM oMIMr• 11 a1 1)1 NNI;Y`:.I NGINEERING:. INC. 38909 19121 AVE. SE AUBURN:: WASHINGTON 90092 PHONE A FA)( (!M) 931x•1373 veCA Pa r /i) C /.p CUP /a/ LU /d AS E 70 X 1! 4' /e L'" m n e .side. /occ.9a6 welt/ SGsress: 2;oev ac/ Z o f ",4 " tae hi Ca #rr / 1 4 6 V ( 3 ) ( 0 .707) 2 7c' icli. - •1iJ(LIkl'GRIP x47 p - sc 3 /(G x 0 -6 3 /617 OF du P . .' S TRuc r[JRAL CALCuLAm ws 4- cocUM CARP T COM13/M4 770ws : ar/ao UI�,NNI;Y ISN(:INEFIIUN :39809 1911' AVE. SE `AUBURN; WASNINOION 99092 1'II0NF A FA)( O ) Y'IB•t373 '(a53) te/ti /a w! 5i O .e ., C n,, e c bc ' J at . See G Goan/ do-pi eve /5- /8) 2 /g7 q??, 6on1 :: co/a.4-7.7. YS 111 /!'Y ; (/D) # /2 Ass�trv1& a / /ow 'Ih' sear al /owa4(e . e;,. /2 oZ`a /& / /owa6 /Q /oao/= /D(¢50) 4/62:1 ' > 2/B7 aX< _TRCIGTemAL CALGUGA770 /S '/- C'OLC/MN CARAVRTS i► damp/ Am TIOA/.5 .4r/so Zs deck ioz.iy 4ofii'E 1)71-le p = c'.�z(o 0.5)(/G.4')('/. o)= /2.2rsf` ADC =2 rsc a p h A t - = 02.2-2 x 1 / 3 )( 34008) / 41 =176° 4 1 - L / p h F t r e s i . „Ce / l e e ( / f S. =45= /7/i(/.) r 26 449 le Use poi/ Cc r e 7 a J' _ 3/° 9 soi/ _ //0 pec 1) I ?NNE Y ENGINEERING INC. 30809 191st AVE. SE AUBURN. WASHINGTON 98092 MUNE A rim mom 939.19/0 (as3) C vat. .�3 /?7 Page-IL YrRac r[/RAL CALCULA77e ww - COL UN1 A/ CARAORT.S fi■es/ COMB /,VA r /ONs . . .*5 /fro lB r, d/2 =e. 75" ct. =,i Zah3/°- (.3.0)(O.(oo)= /.NO' r = r fa. _ 0.757 - /12 = r AL-4'2n 3/ 0 = (V• 55)/0.60 = V.2( / 10' orCovcreta _'d = 10.5') • 0)/ = ,3: 3O . c7 ( Igo /. o( 55// r r2h2 - r -11 ,) 7 - 1/o% of dower, 3 .� 11 —534 = 22.90 c)c C/JM -. o / Co /a ry . ` v.83 (9.5) _ e/5; 88' (M /ect Brh. 2lt.) !1iegaZnie C!'t: Ov Coyle re 1/4ic>' 4:15 5) = — /4.406 Nee= 4 1 5 ' . 88 -/ix 06=3/.8 Sa 32' TZ /&4 =(3 30)(/ )f(2.9&(80)* 32 =33/ 3 3 d/6 > 4/6 D/l Fs. =(3 3 y ( (o) =/.90 0/- /76.0) /'e /8 x3! O c>/ee n , Steven M. Mullet, Mayor April 14, 2000 Bill Rambo Permit Technician Department of Community Development Steve Lancaster, Director • Michael Hainsworth 3316 Fuhrman Ave Suite #100 Seattle Wa 98102 RE: Permit Status D99-0070 5711 S 152' Place Dear Mr Hainsworth: In reviewing our current permit files, it appears that your permit to construct a carport, issued on March 31 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non-complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431-3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, a t4lAirr Xc: Permit File No. D99-0070 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206•431-3665 March 12, 1999 Michael Hainsworth 3316 Fuhrman Avenue, Suite 100 Seattle, WA 98102 RE: Letter of Incomplete Application Development Permit Application Number D99 -0070 Pyramid Pointe Apartments 5711S152P1 Sincerely, Likatia, khzeti- Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0070 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Dear Mr. Hainsworth: This letter is to inform you that your revision for your permit application received at the City of Tukwila Permit Center on March 3, 1999, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Clearly identify where the carport is to be constructed. 2. Provide setback, in dimensions, from the other buildings on the site. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Bui • ing Division C 42-2,1 P Iic Works "IteL 3 '?5 TUES /THURS ROUTING: Please Route - 10 Fire Prevention -,� -* Structura AP 3 Approved ❑ Approved with Conditions \PR.ROUTE.DOC 6/98 Perrri• 4 COOYCI. PLAN REVIEW /ROUTING SLI C TIVITY: NUMBER: D99 -0070 DATE: 3 -22 -99 ROJ ECT NAME: '= PYRAMID POINTE APARTMENTS Origin Plan Submittal Response Letter # xx Response to Incomplete Letter Revision # After Permit Is Issued Planning D ivision 4/4. ❑ Permit Coordihator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -23 -99 Complete Incomplete ❑ Not Applicable ❑ Comments: Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -20 -99 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. DEPARTMENTS: Bu'I i ivision �PtAQZO 34141 PuIlIiWorks TUES /THURS ROUTING: \PR•ROUTE.DOC 6/98 ( cmou \ c-Mit+° Coorc • PLAN REVIEW /ROUTING SLI ACTIVITY NUMBER: D99 -0070 DATE: 3 -3-99 PROJECT NAME: PYRAMID POINTE XX Original Plan Submittal. Response to Incomplete Letter. Response to Correction Letter # Revision # After Permit Is Issued Fire Pre ntion Strilctural ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Comments. Incomplete Please Route ❑ Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Plann irg Division N,{R 3 411i Permit Coordinator DUE DATE: 3 -11 -99 Not Applicable E No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 - 8 - 99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: • Date: 3 Project Name: ci Summary of Revision: 0 Sheet Number(s) Response to Incomplete Letter Response to Correction Letter El Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Pyrbitsid P DiM 4414 Ms+ Project Address: 1111 1 1Z P1 Contact Person: Mialiel Hi4nSi4pa$3/41 f;C(eaYk idervhFieg Plan Check/Permit Number: 0010 ( hrta sitb P- 1 El Entered in Sierra on Phone Number: RECEIVED nrrY or Ttift MAR 22 1999 PERMIT CCNTER 09'1 "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center 3/4/99 ..„— " ■ ' • • . . " • • • •„ . , „ , • • • • . , " - • • " • ' _ , . , „ " • , - " • " - ' • . „ • . .• . ,„ _ _ _ _ _ _ _ _ _ / – / | / . ■ + Purlin Perimeter Purlin Perimeter ' 36' 0" Overall Roof Perimeter Trim to Trim ----- 0"mumcu PLAN VIEW- 4 CAR Foundation Layout ] Roof Perimeter Trim to Trim PLAN VIEW- 6 CAR Foundation Layout . / / ' | / i /'—`\ «'4" Out m Out, ,urlm ! I p���`--_---------____--_-L / / / / | / / 1 / c 4" '--------------- 9' 0" Post C/L to C/L ° ' ] Y �r0" `^ mrOut to m^purli= I • Sheet 'Title 4 & 6 Car Foundation Layout 1 _`'-0m 4 -36—erg 1)47-0070 Date: 1Dwn. By: !Scale: 1Tolerances IChk. By: m6" CITY OF TUKWILA MAR - �o PERMIT CENTEl="1 Sthactures Page No. 1 m^ 6 r 24' Cr' r■-8' 0" Edge to Post C/L 16' 0" C/L to C/L /Center I Lines- . I Sym.. I , I ra 1' 6" x 3' Deep 40' 0" Purlin Perimeter 24' 0" Post C/L 32' 0" Overall 56' 0" Roof Perimeter Trim to Trim L —8' 0" Edge to Post C/L 16' 0" C/L to C/L 9' 0" Post C/L to CIL 8' 0" C/L to Post C/L--•—', ---r3 1' 6" x 3' Deep Purlin Perimeter (C r : 13' 4" Out to Out, Puffins I 1 k, Line Roof Perimeter Trim to Trim PLAN VIEW- 8 CAR Compact Foundation Layout F PLAN VIEW - 4 CAR Compact Foundation Layout 64' IT' 9' 0" Post C/L to C/L T 1 3' 6" 4' 6" 8' 0" 4' 6 ' 160' 3' 6" 13 4" Out to Out, Puffins Project Four Post Carports Sheet Title Date: nPrvo Illf 3' I 8' 0" 12 6" Alternate Layouts 16 0" CITY OF MAR. PERMIT CENTER d,00 M Struct Ales ITolerances Chk. By: 'Page No. Dwn. By: 'Scale: I i ftr 1 1' +/- 1/16" la OF 6 T Rafter Min. 9' 0" 18' 0' 18' 0" 9' 0" 54 0 9' 0" 9' 0" I - i 7' 0" Rafter Min. 7' 0" Rafter Min. 28' 0" 3 Car Side Elevation 4 Car Side Elevation 18' 0" 0 OD Note: Materials remain the same for all sizes except for Purlin Lengths 6 Car Side Elevation 18'O 9' 0" 36'O" EXPIRES j ffS 0 I —9% T O" MIN. 7' 0" Rafter Min. 18'O" I 19' Project Sheet life 2 Car Side Elevation Elevations Date: IDwn. By: 'Scale: 10/20/95 I I.j.s. Ili 1/4 18' 0" Trim to Trim Min. to Top „ 7' 0-1/4" 4 of Columns — 9' 0" C/L to C/L END ELEVATION Four Post Carports Tolerances +1 1/16" —2' 4"---j, 4' 6" Finished Grade RECEIVED CITY OF TUKWILA MAR - i PERMIT CENTS:31 F r a g e,. 2 OF 6 hk. By. 2 2" 4' 6" 4' 6" 2' 2" 4' 5" 4' 6" 4'6" 4'6" _ 9' 0" 9' 0" 18' 0" Roof Sheet Edge 18' 0" C/I to C/L 36' 0" Roof Sheet Edge PLAN' VIEW - 4 CAR ROOF FRAMING Roof Sheet Edge 0" Roof Sheet Edge PLAN VIEW- 6 CAR ROOF FRAMING • 9' 0" 18' 0" 16" /8• 16" 2 34 4 2 # Qty 1 8 22 2 3 Date: 1 000195 Qty 4 2 TS 3x3x.120x10 90 4 Car Materials C8x3x1e_ga.x36' Purlins C5x6.7#x13' 4" 8x2x18ga.x13' 4"Galv.Trk 6 Car Materials C8x3x16ga x27' Purlins C5x6.7#x13' 4" 3 4 TS 3x3x.120x10 4 2 8x2x18ga.x13' 4"Galv.Tric # Qty 3 Car Materials 1 4 C8x3x16ga.x28' Purlins 2 2 C5x6.7#x13' 4" 3 4 ITS 3x3x.120x10 4 2 8x2x18ga.x13' 4"Galv.Trk Qtv 2 Car Materials 4 C8x3x162a.x19' Purlins 2 C5x6.7#x13' 4" 4 TS 3x3x.120x10' 4 2 8x2x1aga.x17 4"Oalv.Trk Project Four Post Carports Sheet Title 4 & 6 Car Roof Plans 4' 5-5/16" 4' 5 3/8" C'TYR n E n D WILfi i 4' 5-5/16" 'ERM1T CENTER I: _LiL .ty, Materials 51 12 High Rib II, 17' 11" 61 4 Eave Trim 71 41 Gutter I 8! 4 Gable Trim I # Qty Materials 51 181 High Rib II, 17 11" 61 5.51 Eave Trim 21 5.51 Gutter 8 i 4 Gable Trim I #1Qtyl Materials I 51 9.31 High Rib II, 17' 11" . 61 3.0j Eave Trim 71 3.01 Gutter I Bi 41 Gable Trim #1 Qty Materials 51 6.31 High Rib'? 17' 11" 61 2.0! Eave Trim 71 2.01 Gutter 81 41 Gable Trim Own. BE I i iii 1/4" = 1' +/- 1/16" IScale: Tolerances Chk. BE i e don Structures 1 Page No, 3 OF 6 e i, I- -- ..----, . . i .. 174" 13 -i- 9' 0" Post C/L 134» _,.. ' 7 — * . - H-C) T _. , 1 I 11 I T I CD 1 2 2" 4' 6" 4' 6" 2' 2" 4' 5" 4' 6" 4'6" 4'6" _ 9' 0" 9' 0" 18' 0" Roof Sheet Edge 18' 0" C/I to C/L 36' 0" Roof Sheet Edge PLAN' VIEW - 4 CAR ROOF FRAMING Roof Sheet Edge 0" Roof Sheet Edge PLAN VIEW- 6 CAR ROOF FRAMING • 9' 0" 18' 0" 16" /8• 16" 2 34 4 2 # Qty 1 8 22 2 3 Date: 1 000195 Qty 4 2 TS 3x3x.120x10 90 4 Car Materials C8x3x1e_ga.x36' Purlins C5x6.7#x13' 4" 8x2x18ga.x13' 4"Galv.Trk 6 Car Materials C8x3x16ga x27' Purlins C5x6.7#x13' 4" 3 4 TS 3x3x.120x10 4 2 8x2x18ga.x13' 4"Galv.Tric # Qty 3 Car Materials 1 4 C8x3x16ga.x28' Purlins 2 2 C5x6.7#x13' 4" 3 4 ITS 3x3x.120x10 4 2 8x2x18ga.x13' 4"Galv.Trk Qtv 2 Car Materials 4 C8x3x162a.x19' Purlins 2 C5x6.7#x13' 4" 4 TS 3x3x.120x10' 4 2 8x2x1aga.x17 4"Oalv.Trk Project Four Post Carports Sheet Title 4 & 6 Car Roof Plans 4' 5-5/16" 4' 5 3/8" C'TYR n E n D WILfi i 4' 5-5/16" 'ERM1T CENTER I: _LiL .ty, Materials 51 12 High Rib II, 17' 11" 61 4 Eave Trim 71 41 Gutter I 8! 4 Gable Trim I # Qty Materials 51 181 High Rib II, 17 11" 61 5.51 Eave Trim 21 5.51 Gutter 8 i 4 Gable Trim I #1Qtyl Materials I 51 9.31 High Rib II, 17' 11" . 61 3.0j Eave Trim 71 3.01 Gutter I Bi 41 Gable Trim #1 Qty Materials 51 6.31 High Rib'? 17' 11" 61 2.0! Eave Trim 71 2.01 Gutter 81 41 Gable Trim Own. BE I i iii 1/4" = 1' +/- 1/16" IScale: Tolerances Chk. BE i e don Structures 1 Page No, 3 OF 6 e i, I- -- ..----, 4' 5-5i i ( 1 --,- I ! ) 13 -i- 4" 9' 0" Post C/L i 1 I I ' 7 — * II 1 1 _. , 1 I 11 I ! CD 2 2" 4' 6" 4' 6" 2' 2" 4' 5" 4' 6" 4'6" 4'6" _ 9' 0" 9' 0" 18' 0" Roof Sheet Edge 18' 0" C/I to C/L 36' 0" Roof Sheet Edge PLAN' VIEW - 4 CAR ROOF FRAMING Roof Sheet Edge 0" Roof Sheet Edge PLAN VIEW- 6 CAR ROOF FRAMING • 9' 0" 18' 0" 16" /8• 16" 2 34 4 2 # Qty 1 8 22 2 3 Date: 1 000195 Qty 4 2 TS 3x3x.120x10 90 4 Car Materials C8x3x1e_ga.x36' Purlins C5x6.7#x13' 4" 8x2x18ga.x13' 4"Galv.Trk 6 Car Materials C8x3x16ga x27' Purlins C5x6.7#x13' 4" 3 4 TS 3x3x.120x10 4 2 8x2x18ga.x13' 4"Galv.Tric # Qty 3 Car Materials 1 4 C8x3x16ga.x28' Purlins 2 2 C5x6.7#x13' 4" 3 4 ITS 3x3x.120x10 4 2 8x2x18ga.x13' 4"Galv.Trk Qtv 2 Car Materials 4 C8x3x162a.x19' Purlins 2 C5x6.7#x13' 4" 4 TS 3x3x.120x10' 4 2 8x2x1aga.x17 4"Oalv.Trk Project Four Post Carports Sheet Title 4 & 6 Car Roof Plans 4' 5-5/16" 4' 5 3/8" C'TYR n E n D WILfi i 4' 5-5/16" 'ERM1T CENTER I: _LiL .ty, Materials 51 12 High Rib II, 17' 11" 61 4 Eave Trim 71 41 Gutter I 8! 4 Gable Trim I # Qty Materials 51 181 High Rib II, 17 11" 61 5.51 Eave Trim 21 5.51 Gutter 8 i 4 Gable Trim I #1Qtyl Materials I 51 9.31 High Rib II, 17' 11" . 61 3.0j Eave Trim 71 3.01 Gutter I Bi 41 Gable Trim #1 Qty Materials 51 6.31 High Rib'? 17' 11" 61 2.0! Eave Trim 71 2.01 Gutter 81 41 Gable Trim Own. BE I i iii 1/4" = 1' +/- 1/16" IScale: Tolerances Chk. BE i e don Structures 1 Page No, 3 OF 6 e 1. Code: 1994 UBC. 2. Design Loads: Seismic Zone 3 Roof Live Load =25 psf Soil Bearing Capacity ,= 2000 psf Wind Ve.1. 080 Mph. Exp. S 3. Structural Steel Steel construction shall conform to the AISC Manual, 9th edition. Steel tubing shall be ASTM A500, Grade B, Fy = 46 ksi. Structural Steel shall be ASTM A572 Fy = 50 Kst Cold formed shapes shall be ASTM A446, Fy = 50 ksi. Roof panels shall be ASTM A446, Fy = 80 ksi. 4. Screw Fasteners: Stitch and #12 - 14 Tek screws shall conform to ASTM A545. #1/4 -14 Tek screws shall conform to ASTM A545 Washers shall conform to ASTM A525 with EPDM ASTM D20 5. Bolts: All bolts shall conform to ASTM A307. 6. Welding: All welds shall be single pass Vs" fillet. U110 8. Concrete: Concrete Fc' = 2500 psi at 28 days. 9. Roofing: • STRUCTURAL NOTES: HI -Rib II, Span -Line 36, or structural equivalent, 29 Ga. corrugated steel roof panels W/1 -3/8" ribs w412 -14 x 1" screw fasteners at approx. 12" O.C. or (3) screws per each 36" wide panel @ each support. i No special inspection required on project 7. Foundation: . Footings shall be poured on undisturbed native soil having a minimum bearing capacity of 2Ce0 psf Contractor shall verify soil condition prior to construction. F-- 7' 0" Min. 3'0 "Min 18" Min s Minimum T 0 -" Column Ht. 1' 6" Min Slope 1 /8 " /FL 18' 0" 13' 4" 9' 0" Center to Center Section A —1 —v0 —3a -Ig 2' 4" RECEtV CITY OF pup 'ERA's Column C/L to Drip Line 4'6" Finished Grade eeJ P'°mi` Four Post Carports Sheet Title BUILDING SECTION, 2,3,4 & 6 Car Date: { Dwn. By. (Scale: 10/20/95 I I l s iti 1/4 " =1' vr�ve.r..r I .�.v. ee I oedo Tolerances 1Chk. By: +/- 1/16 "I met Page No. 4 OF 6 • x,r— — — — — — Mtnirnum � 18" Tram to Trim 9' 0 Center to Center Section A --' | w , �" Slapped Carport Roof Plan L -'--'--, 9' 0" to C/1 mcEsEwATmw Elevation x, 4' 6" ' ' ' ' ' ' ' ' / _-'-- ----------_—_--'--'-- '_-_'__-- ' Upper Roof I y0" Finished Grade I RECEIvED Materials List #; ()WI Materials :IA u / 4/ pumnn n! 41c5 x6.7 x13' 4" 4 (VI *| 1 51 418x2x18ga.x13' 4" Track Project Four Post Carports Sheet Title Stepped Carport, Elevation, f » structures Frished Gracie a Seem �� - ' m � ��^ ~ 1' p��"�� 'Page No. � 10/20/95 FB 41,3fter12-30* Car3045gra_ --V 2-13/16" — 1-1/2" 1 7 0-5/8° x 125" Slot (2) 2-1/2" Gauge 1 _ 6-3 I A 4 1.1. "'"" - ‘ , ....Top of Column I I I FB 3x1/4x 8" 3" TS 3x3x.120" Mum Column to Rafter Conn Mat FB 3X114x8" T Pucka Clip al Rafter End. FS 112-34" (2) 6 IFB 1-114x3116picesi 4' 5-5116' 2-1/2" 13' 4" Beam wio End Plates C5 x 61 Beam 4" 5-3/8" 9"0 „ C5 x 6.7 Rafter Layout 6 t Fit 63/166" Cax3x16oa. (2) Tekil12-24 (4) Tek *12-24 Splice FB 1-1144111613" Q Splice Joins Only TS 3x3x.120 Column I .111 Tek #1/4-14 (6) I i •..!itt t , -- - - ,--: - - - i ' , -H.* -,- - , - , : ,- -------77 r • !' .5.7 4... 1 I 4; '' 1-if --° '------ . !-- I_ 2x3x114 ip —k _Ti ! 7 1__ I [. , Tekit114-14 (4) 2 I , 2 Gauge H-- —r ASTM 545 1- Column Rater, &eloped Conn. , Mat L 2x3x114x3 0-3/4" !Sheet Tee Details 138 /20/95 Viewed from Rear Fortin Clip. Rafter, FB 4x3/16x6" (2) FB 1-1/4x3116x3" (2) t Splices] 4 I P ' jed Four Post Carports COY OF PERM . r eedoict ket stneures 1Scale: Tolerances iChk By: Page No. 114" = 1' I +1- 1116" 6oF 1 T O' Fuller liffn. ; t !! T 0' Railer NW I -I - r"P r le 7* a' Rafter Min_ 4 ea. 8x3x16ga C Purhos 26' a' 4 Cm Side Be‘ragon 4 ea 28' 8x3x16ga C Puffins sr a' 6 Car Me Bevr6 : 4 27 r if r 3 Car Side Elevafon rfit/I t ' b e :A OtrU EXP1R59 &ea 2T ex3yie Purlins 1f0 • No r .... i i \ 4 ea. 19' 8x3x16ga. C Puriins , I 7' T Rafter Min. i ! 1 ! ; ! ii ; 18' 0' 20' 0' 7 0" 2 Car Side Elevation Mast We Elevations IlDr 1 • Dos I 11 mins • tb.0 _ • 01" C_ RECEIVED OF TIJKWILA •• erriNct Strato Carports, 25/80/B Taiwan= +1- 1/16 OM Metni Structures 'N Mt By: Pegs No. 1 OF 4 IT '‘,.._. ,-, k 1 • :: : I 014 :, ''_S.--7.7:7",5":,:••••16> hyi \ V . . - I j .1.3 ,, .•,:: '.4-41 ; I . .-5 , 1 - 27 0 4111•■• ' i 1EXPFTS — 0 Materials List 9 *IQtyI Materials 1 4 "SS' - 8"x 3 C Pugin (4 Car 2 2 13' 4" - 8WF10 (4 Can 3 2 la -Tx arid 817 Tube (4 Car) 4 8 2T -8"x r 16ga. C Perlin (6 Car) 5, 3 13' 4" - 8WF10 (6 Car) Li m_ 3 4"x_180" Tube (6 Car) 7; 2 17 4". 8"x 3" 18 Ga. C Track 8r - - - _ - - W isir 1 PLAN VIEW- 4 CAR ROOF FRAMING 5(0" PLAN VIEW- 6CM ROOF FRAMING 7 ■•• RECEIVED CITY OF TUKWILA PERMIT CENTER 13 4 MiDi o0 t ■ • 1 F ,-...._, .:11 i i ; • 4' 6' [ i 1 • gi 1 ,i....-• ,,,, . f i —4---.-- 90' 1 11 I ' I! 1 H l i I I i 6' W i .---9 Post CIL to Sheet Edge — in , j_ Rnished Grade 1 ! End Elevation F'rchot Shed Tile ni Strato Carports, 25/80/B Met Roof & Elevation Plans Structures —44 Dela past 13r 1Scsic 1Taleasnoee tow Br Pep No. 111201951 Li.s. M I 1/4". 1' 1 +/- 1/16" I 2 OF 4 (.. 6 Car City rn Stolen 5 -13116 3' IE 2" SECTION A Not to Drawing Seats 8x3 C Ptrfim ("3"N %,„A„) 8WF10 lsxt4x.180 T.S. 2' lanimarn 9 ' Finished Grade 4 4 61 78: e A tt fur " P 'r-i'1l1ti rTR quil STRUCTURAL NOTES: 1. Code: 1994 UBC. 2. Design loads: Seismic Zone 3 Roof Live Load = 25 psf Wind Speed = 80 mph Exposure "B' Sol Bearing Capadty = 2 O psf 5. Bolts: s 3. Structural Steel Steel construction shall conform to the AISC Manual, 9th edition. Steel tubing shal be ASTM A500(B), Fy = 46 ksi. Structural Steel shall be ASTM A36, Fy = 36 ksi. Wide Flange shall be ASTM A572. Fy = 50 ksi_ - Cold formed shapes shall be ASTM A446, Fy = 50 ksi. Roof panels shall be ASTM A446. Fy = 80 ksi. 4. Screw Fasteners: Self-Drilling and Self- Tapping Screws shall conform to ASTM A545 AI bolts shall conform to ASTM A307. 6. Welding: Al welding shall be WIE741oC eIe.cfrocks All welds shall be single pass 3116' fillet except as noted. 7. Foundation: Footings - steal be poured on undrsbabed native sod having a minimum bearing capacity of 1500 psf and a mkmkeium laterial capacity of 150 psf. Contractor shall verify sod condition prior to construction. 8. Concrete: Concrete Fc' = 2500 psi at 28 days. 9. Roofing: 'Hi -Rib 6 or approved equivalent 29 Ga. steel roof panels Wf1-1/4' fibs w/t#12 -14 x Y screw fasteners at approx. O.C. or (3) screws per each 36' wide panel © each support. No special inspection required on project Strato Carports, 25/80/B NeatTilla BUILDING SECTION an. elm lade 0i51 9 1 t� r 1/4.1' I 911? _..... REC CITY OF E TUKWILA MAR PERMIT CENTS=', p ' 44 Vietql A Slzuctures I T 6 I cht er I F 4 • • flEfilteCtU � * : en CONS* , of Rain - al 'Foram 4511.158 SPUCE TO Rafter Corm on Mat FB 4x3/16xr FB PURIM TORake BID CECflCN FB 44Ned5.3/4' 1 WOOS 0 �'' RuinM Rader 4 Mat FB 4411616' 741412-14 +(4'TZ T L ) W3x13 Rafter Layout �� • PURL,N SPUCE 0 4 Robs END C43l4. kit FB 44/111c15-3/4' 34I• FS SHIM ON. SIDE 3/16' Strato Carports. 25/230/16 [ P FB 6x1 /4x V Gussets 3116' 2 -17 j 3 Column to Rafter Connection r Nat FB 4x1 /4x2' (RAFTER NOT SRN* RECEIVE Cily OF TixiMiA, MAR PERMIT CENT REV. M6/97 S �t►s. cc V 4' S-5/16' 4.5- 5A76" 1 i 1 � . t• gM t s 6-1/2' t I Jr 2 Gage 13'4' • • flEfilteCtU � * : en CONS* , of Rain - al 'Foram 4511.158 SPUCE TO Rafter Corm on Mat FB 4x3/16xr FB PURIM TORake BID CECflCN FB 44Ned5.3/4' 1 WOOS 0 �'' RuinM Rader 4 Mat FB 4411616' 741412-14 +(4'TZ T L ) W3x13 Rafter Layout �� • PURL,N SPUCE 0 4 Robs END C43l4. kit FB 44/111c15-3/4' 34I• FS SHIM ON. SIDE 3/16' Strato Carports. 25/230/16 [ P FB 6x1 /4x V Gussets 3116' 2 -17 j 3 Column to Rafter Connection r Nat FB 4x1 /4x2' (RAFTER NOT SRN* RECEIVE Cily OF TixiMiA, MAR PERMIT CENT REV. M6/97 S �t►s. cc V UNIT SEE WET FOR ENLARGED ,tREA GF GAZEBO/ SPA A PLAYSTRUC•GRE 1 I i 2 ..71'.7.,07ST Y :RD I LANDSCAPE I I I I / — — SHEET L.2 FOR 3/4NTER ISLAND% NIARGALENT - 29 Ae-1= — z , • •" NORTH - - " CAL.E 1=20' — 7 z , PARA1 ,-:. kEQ - I . :::: clE . ' s '• ' -. q - no70 Dcri-00-70 57« s. Icx- rt ERMIT 94103 157TH AVENUE Ark EX WAWA* (13 F PARALLEJ EX DECK EX NOM BLDG /- „ SOUTHEAST BLD / EX NORTHEAST BLDG EX MANAGERS RES TO BE REMOVED RvrB4R .440 CAP 'TRIAD 15336` t r 4 c.aR FRE ircs 1 oaRpow VICINITY MAP PYRAMID POINTE APT. PPNMAPDWG BL' - I ' • 412 MO REP,..AR Al0 CAP TWO t1336" SHE LIGHTING LEGEND • MILD.* liDN1E3 FIXTURE (LOCATED • 0.0-DbIG ENTRANCES) 0- POLE MINED FDCRIW r2 FLOORESCEW FIXTURE (LOCATED ER C4 SITE PORTIONS UNDER SEPARATE PERMIT - 1) 4 CAR AN, 0, CAR FW 1G MIL CARPORTS 2) PLAY STFAJCZW_ 3) GAZEBO AND SPA. 14) E4r4't■......11 " 5 ) s.0 vu. A RID Ilfr MBAR AOC CAP iseav saraciarmagrasoSE7E1404 CLIWGIRT l412 7273 . IT IR Ex a• comc 11 READIGLL t EX PARc.06 F) MainED LIGAT 1 minty SITE PLAN PLAN = 30' TEu 30 60 EX DECK (TYP) CUM_ CRANING& FOR EXISTM ACT FROFOSED muss, AND EMS** 74TITuRAY.T LOCATICT45). COVER 56.11 (ADM FOR PARGNG CACULATIONS 5) 51 LAILDSCAFE IDR4045 FCR LATCSCAPE PLATL 6) 0 CPA_ D305 FOR UTILITY EASMENTS. EX STARS GENERAL SITE NOTES OVIL DRASITY.5 FCR II CF CLEARITGGRADING WWI EXISTING 1 FPOSETI) TOPCX=RAFILY. EROSION CCRIRDL 11EA5UIF-5 4 TREE ELFFER PROTECTION I 4) CIVIL 'TRIUNES FCR LOCATC44 ATO SIZE OF EXIST06 TREES NCTE BY SCE AND SPECES TI4OSES TO BE MAINTAINED AND RuIDSE TO BE FEJ Ex OUIPSTE/2 Locs t 12 FR V I - ' RECEIVED CITY OF T.Q4NLA 'ERNIT CENTER crry JUN 1 0 1997 PERMIT CENTER SHEET