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HomeMy WebLinkAboutPermit D99-0401 - Ol Cara Apartments - Rebuild Deck'':'.•,.,' ,01 Cara Apartments ' I 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: Coast; Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OL CARA APARTMENTS 3515 S 146 ST, TUKWILA WA 98188 CHEN HENRY & CHEN WEI JEN 4661 138TH AVE SE, BELLEVUE WA 98006 TONY GRECCO 1750 124 AV NE #E, BELLEVUE WA 98005 SERCO INC 700 5TH. AVE #2400, SEATTLE, WA 98104 **************************************•***************•* * * * * * * * * * * * * * * * * * * * * * * * * *• * * * ** Permit Description: DECK REBUILD. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 18,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: Size(iri): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 488.36 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 004000 -0853 3515 S 146 ST AAPT DEVPERM RC 001 North: N/A .0 South: .0 Sewer: N/A Slopes: N License No: SERCOI *066DS Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Streams: D99 -0401 ISSUED 12/03/1999 05/31/2000 Occupancy: APARTMENT HOUSE UBC: 1997 Fire Protection: NONE East: .0 West: .0 Phone: Phone: (206)000 -0000 Phone: 425- 454 -2043 Phone: 425- 454 -2043 Date: 1 33 — C 1 I hereby certify that I have read and examined tFiis 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 riot. The granting of t is permit does not presume to give authority to violate or cancel the provi ion of any other state or local laws regulating construction or the performa ice of work. I am authorized to sign for and obtain this development p •m i t Signature:_ J,_ ._____ __ Date : 443/ Print Nam • _ _1 6rec CO 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. • CITY' •OF TUKWILA • 1 Address: 3515, S 146 , ST Permit No: D99 -0401 Sui Tenant: Status: ISSUED Type: UEVPERh1 Applied 11/090999 Parcel #: 004000-0853 Issued: 12/03/1.999 AA•L:- 1 :**k**. i****- A**AAA Atk• k* AAA*k• A** A****A A* A*A k• k*A A **A**AA**k *•k•k&A ** **k* Peroei:t :,Conditions: 1. No changes wi 11 benrade to the plans unless approved by th ',Engineer and the Tukwila Building Division. 2 'All . permits, inspection ,recor,ds and = .approved plans shall ' be .ava i i au l e at the "ob site prior to .the "start of any con- struct i:on . These a;do'cume.nts ` >ar >e to ,be ma i,nta ined;; avail - able` -until final inspect approval is granted. cons,truction to be done in' conformance w approved plans ' and requi rements of the ,Un;i f or. m ' Bui 1 ding (1991 Edition) as amended,. Uniform Mechanical Code (199.7 Ed i t i.on).., and Washington State .Energy, " Code' .(1977 Edition) Validity °of Permit • The 1ssuance,' a permit.:or of plans _speaif cations ,. .• arid:: domput:aions shall not , be> con s.truedito,be a permit for , or an 'approval of, any violation': of any of,_ the provisions of the::..bu i 1 d i n g code or of any other ordinance :of, the. iurisdiction:,': No permit presuining :t o', =givxe ;:authority to .violate or.` : cancel the provisions of,- this code; l . be valid: Project Name/Tenant: of Co truction: 0_2, p r C3L Cr >4 P'�-t < Site Address: r5z5_ ,....5 I r / SVCity State /Zip: L co f rc ua ber. 27 (Z Property Owner: ` /� + ` n • V 1 L l' V C l� 1. Phone P � _ / 1 ,y, f^J _ [ �� / �fL! / / (/ Street Addr ss: + I n Ci t / p: i 1- 4 to I� 1 4- S E �d1evu A Sta �b60(7 /^ ��. 6 ^ Z • Fax #: �v 3 ContractoS Phone: , ( , 4/6 ---41_ 2 „, (.63 5 U l `t` �C..� G J SD�Zip: ,t e�ddr r A 6 f d t�ate/ #: � � Fax � i i 5 e 2, ,,,1 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer• Phon Strs,Addrees� Apo City : State /7 (jOd J �f � JJ �I Fax #: 4 1 1- 6it Contact Pe ) i .�► Phone: , v A_i ce, �, ? Cle UU AJot, i S ate /Zip.. �s�r� fr Fax #: , %.,� �` __ , ' a Description work t, d � /� . �` Existing use: ❑ Retail ❑ Restaurant 1 ►: ulti- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ■ Motel /Hotel El Office ❑ School /College /University El ''s Proposed use: ❑ Retail ❑ Restaurant ,®-Multi-family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /H tel ❑ Office ❑ School /College /University _Other Will there be a change of use? ❑ yes 0—no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes f 4-rio Existing fire protection features ❑ sprinklers ❑ automatic fire alarm mone CI other (specify) Building Square Feet: (DOW existing Area of Construction: (sq. ft.) Y!" ; _ ' -C. Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes n41 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TU(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ommercial / Multi - Family Tenant Improvement / Alteration Permit Application 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 SITEICIVILPLAN REVIEW:OFTHE,FOL ' ,:. (Additional reviews may be determined by the Public Works'Department) ''. ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer It: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent it Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling Schedule: 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 application accepted: -9- 99 Date applica ' n expi s: _ - 2000 Application take (In/lials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 BUILDING R OR ' f RIZ D AGENT: / ' Date: 0 / �'� Signa u . P ' e �� Phone 7L.. -i " 2e Y , �2,7 A pra /2 `/" , A re_ ,, , 'to, a - 95Z 6i ALL COMMERCIAUMULTI -F/ LY TENANT IMPROVEMENT /ALA TION PERMIT APPLICATIONS MU_ BE SUBMITTED WITH THE FOL ING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is boated at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAy. €RWAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE URY BY ,THF'LAW F THE StrATE OF WASHINGTON, AND ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. CI'PI:IMIT.DOC 1 /29/97 ' ckk *4 *544**Irl**4A*AA*l A**A*• 4 .***•A*.A *har,1.4 * *.1ht1;F:lA *A**kklFAi.1.A I. 1TY CIF TU►1WILA WA' 671C7.-- Li C I TStlNt,M1'l :4*A.4i*4AA- ,SA*104k•4:1h A*•kkt*,*•k: * *A**4 * •kv4 * *k1 f RANSMIT . Number: 4(9€1u019 Amuurit� 29.7 `15 .12/0J/ 12:0 Pdvir<cr7.t Method. CHECK 1Jotation: 5k,ki.U.'INNC In it 4LB Perm i t Not D99- 0401 Tvoe DLVPERM DEVELOPMENT PERMIT Parcel No: 004000-0853 b to Address: 31515 b :146 T P v. m e r►:t 4'AA,h \.' ** k* i\ k Account Cede 000/322 100 . ,000r3tii6.`)04 Total I' e.,e. , 480 36 '97:75 Total ALL Pinta • 4.8$.:36 B i'l.an6e .t5.0 A. 4A:A A• kfc' h; A . " * #' * :4;k. ?; **v k 4.AAI* It Dec;t:r.rot1t)n is'•'LI..i }1:Nt• - RES — STATE BUILDING SURCHARGE Amount :":18 .25 4.50• ' •:...,-;},,—A.!,i—k•A 4r:A*t:A. A:ic** 4t it * * • ..A ;A A ..i'k *,1 * k•is 4...k 4 lti•A •.fi..%..l'i 4c.1,::A *.4 '4. ..41%; 7.. . . 1 WA , ' .... : >•• — . . • , , , , • , .. , • t. : '‘ ..• " - '. . I . .. ... '.*** 'A :.‘"K•rli ..A.;ir iic:., A ./e4 A .4. A ***A* 4e* .. ..Pr***•.. 4—. *A *4 lc.*** . •Afti'', It'..1:1SyS'A 4ft 4. * -, ..• ' 1 P. fill $ ti r.r.';: N u m i..,. r.:...':R.,P . 001 Ei a ,t1o16(tri - .: .'1 'O .:ell: iiip 9/.9.9: J.0 ,-,!:■ ".... . . . . ,.. - . •:.".:•'.:1 .:::.No'tAt i (36% SERC0 'INC .•• 1 •: ': ': Ini 1:: 14I•FR ' - •.:..L: f .:„ . f ' f : . :1 tif.j t: ..140": D99"0401 '-:, • 'Is., pp :i.I)E PERti . '01...VILLON41:14T 1 r4 I ...• i',14rce 1. : '(iO40()() - 0853 31' •Adrire , 3515 9 14i:. ST -: " •.: - :: , , l . - , :•:: . • „ ..: : , •:.. .• • . •. - •: - • - : :• .• • : : lotal .F,LiOsi: -:. *.- i• . '4813.36 Thi.s.' Payment • ' .. . 1.90 .61. . Tota.-1 . ALL Plittiit' i ,. '• : 190.61 .k 4 ti* ii.1*./..*k4 A*,\ 4...k.44.4.14.4, 4, ii.*44....kwol,:•4.*4 .A.,4.0*4.4*;\,,i-A4,4.0 ••• Account Jsdotle• .' 1)escr- in :' .. - . ' Affiginit :,.• 00 .: . PLAN 'CHECK 11696 ii/10 1710 TOTAL 1.90.61 Projecti (1 Cernr Type of Inspectio. Address: / 1 /_ /.>424(2„ Date called: ' /l '" Specia instructions: Date wanted: 0 ..,. -g . Q p.m. Requester: - (_oG/ Phone: t . i„,/ t -~ - INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT N (206)431 -3670 COMMENTS: Approved per applicable codes. 0 Corrections required prior to approval. .. Dater e D 0 $47.00 REINSPECTION Fj REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 1 Type of Inspedio : Address: Date called: 76)27 Special instructions: Date wanted: /.../.,..3. C:y p.m. Requester: Phone: .. �....... mow».vrowrxrs�uex�icsx.x�^uer9� I ECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ► .. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECTION FEE QUIRE. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspectlon. Receipt No: Date: Project: Type of Inspec(iofes CAE. F(' Glen. Address: Sls c / /�& Date called: / l / — S ecral instructions: VA IL L Date : wante �'�' / --12 CO •- Requester: fr / � Phone: " 2 . - - < - - -7 - '35' ?f Yin INSPECTION RECORD `Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: G- 512 e/-19 u Approved per applicable codes. D Corrections required prior to approval. El $47.00 REINSPECTI a FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter : vd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: /) 3_4,,,( ,I.„_,,. ,,, , 7 u (...1( ce) / Typ spection: ` / .S `i 4 ,041 /71"-S t. / 0 5 Da called: ]/ ,_ 44 I'" o, S f141 e. l. Date wanted: l� am ' 40 4 4- Requester: 71 4144 Phon 5 764r 9 " 3\) s rIA-, 5(1- 4 ,s �� y c- / at 0 1 vim, .-, S-{ rA a S L i) g 7 .0,, L,; / r, k Q , ', l $ (e )- i A ' 0 4- .- ! L* i / , / on o Projic /�� (` Typ spection: ` / Ad r.��s. /. S. Nom .S� Da called: ]/ ,_ Special instructions: Date wanted: l� am //,�, �v�� LL/U p.m. Requester: 71 4144 Phon 5 764r 9 " INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 1 IN ' ECTION RECORD Retain :a copy with permit IVA PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1300 Dexter Avenue North, Suite 100 Seattle, Washington 98109-3542 STRUCTURAL CALCULATIONS for OL CARA APARTMENTS SOUTH BUILDING DECK REPAIRS 199%Doi-toi )EXPIRES 12-11 7 9 RECEIVED CITY OF TUKWILA NOV - 9 1999 PERMIT CENTER Project No: ' °S3 °Zq Date: gTit J9 8' Sheet: Of: Project Name. L C ._ Comp.•By: A 5 Chk. By: Contents: (a CC 4 1<.. Frz �a►_,n I G, 1 - CD. E .re..R M I IJ.0 _ .:._ e Is.N _ . S. I_z E_._ I r_ • I 1 2.!. c o�.� _3 . 3 _ '= C -.... P S� - . . 1 I 2. Q> Y�. iOc�IJ - .__a_._. :.2 ..* . G Q .1 co i , 7 J. .... /0 _ ..GY s_►-} C -h.T 4 1 1-A (.= 1 ! 2. 8 j. s i I I � i • i I - ' 2 • I , I t" Cov, •5 2 9? '----- ' l ' e li - ' - ' - t, ---(L* * °-. • I.4 SH ' 4 ,_*4 4 ' Slz.cd.c. = - . M;.- (,Ii2)_1 1.. ; V ci O__p I.2 )- - t, - o _� __,/ . al-c...100' ... _. _ ........ -,1_._ 4._5 )__ (1 4.._ � ) y .� 1 4 r� • I .1 N 41_1) 17ikp0 1...r1, 1300 Dexter Avenue North - Suite 100 0 Seattle. Washington 98109 Telephone: 12061281 -7500 0 Facsimile: 12061 281.4611. 18001621.7300 Engineering Technologies • _a ' -9 ._44-1 .4' . _1__.._i , I r CITY OF TUKW LA N OV - 91999 PERMIT CENTER Project Name. Q L. C.4%. A► Comp. By: Ass Project No: ( le 3 9 9 Date: 10 )13 /a R Contents: Frz o- ro Chk. By 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington 98109 Telephone: 12061281.7500 0 Facsimile: 12061281.4611 18001621.7300 2•' -,? Si° 4'2-) '--- 4.5dc:;" --i - i -.1 s,JT . 0 s t" 1 g . 3 u -i S 0 - ©r c 77.b...,t _.. 7 4 IJ Q../. ft. 27 0. 1 - Jt _ -T._. _t I � Pacific Engineering .. Technologies • 1-- 6 r ... 4.14_ 5 7�...S. 1" ,' .. 1 , 5..... RECEIVED S " CITY or TUKWII.N 'NOV - 9 1999 • PERMIT CENTER -j 3J/ht.-I_ :S.!' ►ry- = .._ 2-2 Z50 (5/51 = 2 71 4 - -. 1 Project No • Project Name. Comp. By: Contents. D G K F rr.ba- •.1 c- I I i i i 1 f I 1 I i . , ' 7._ 9S.3.9 9 Date: 9/21 O C A S • d i - "___ _E_=.1.____( 3.3 _t__. C. O )0./2.) (. 2 lil 1J � Roc�F._ L P ' . L = (.92/2) __.- _(3.._:/x,.) _. .. ._-.. _ _3 ____..L_ i $ .rTc?t. -4_ CoLU.1 -►� .., ..:._Cc�r�1.r.Ct�L S -. . i •3 = _Le 7O. Of I I i Sheet: __ Chk. By: 4 _.._!.. __ } ST;�E..ss k w`r...(o : ,'.0._. : S.411: Cr p�tr � , - .10L- 1 1` ' P acific . Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: I2061 281-7500 0 Facsimile: (2061281.4611 18001621 -7300 RECellE.D CITY OF d't +r Nov 8' 1999 PERMIT CENTEF4 1 Pacific Engineering Technologies 9/3/99 01 Cara Job Number TIMBER E TIMBER Fc TIMBER Fb length X -X depth X -X length Y -Y width Y -Y Dur. Factor Wet Use (Fb) Wet Use (E) Temperature Size (Fb) Size (Fc) Flat Use Rep. Member Kce c' 98399 TIMBER BEAM - COLUMN DESIGN for VISUALLY GRADED LUMBER 6x10 Doug Fir #1 input required 1600000 psi 1000 psi 1200 psi 8.83 ft 9.5 in 8.83 ft 5.5 in 1 Cd 1 Cm 1 Cm 1 Ct 1 Cf 1 Cf 1 Cfu 1 Cr 0.3 0.8 Area 52.25 Section Mod 82.729 Ix/d 11.15 ly /w 19.27 1/d 19.27 FcE 1293 FcE /Fc* 1.29 1 +FcE /Fc * /2c' 1.43 F'c 772 F'b 1200 E' 1600000 Fc* 1000 Code ref. effective length effective length pg 2 -810 pg 2 -850 pg 2 -850 (Div. 7) pg 2 -810 & 849 pg 2 -810 & 849 pg 2 -849 1 or 1.15 for sawn lumber for sawn lumber input required Axial load' Moment 10692 891 F'c = 772 F'b = 1200 fc = 205 fb = 129 i Interaction Result = 0.20) RECEIVED • CITY OF TUKWILA NOV - 9 1999 PERMIT CENTER a (Artmilnits Stria4 : : Sksio 'WO • ftv irk. rt. st J. B. MOO, AIA g.Kanisr. ALA Galin 0.11161m.K. SE C.PtaralilysIor.P1. Si watery ,11, 2000 Mr. Wayne Bowen Slitc0 1750. 120 Avian NE, Suite E BdIevue, Washington 90003 Subject: Deck Columns 01 Cara Aparunents 3315 South 146 Street Tukwila, Wuhington • MN A. *Nem U Amu 1.1cArsida.ft.0 D ear M B owif • 11 1* acceptable to substitute pressure tasted No. 1 Elam Fir 6x10 timber columns for the Douglas Fir coins speckled on our Drawing S2, dated September 9, 1999, for this project. Sincerely, PACIFIC FiNGIEGFAIKG TICHNOLOGIZS, INC. 91309 Ards* colvarmkpc 141100 1 woomarlS tri • PAGE 02 Pacific, •Engineering Technoiogiis LELLPIRELL112 „ RECEIVED CITY OF TUKWILA JAN 1 2 2000 PERMIT CENTER 1300Di:tar Ave. North - S11311100 • Souttls, Vt'asAington 91110S TO (205) 2814500 • F•un MS) 251.4511 moo G1•70 ; 3I ?.:+' ?s nin.,fd itf,0%if 3'gg...V rk ontoomw:.�.a vaausi m wv: TRANSMITTAL DATE TO Company /Address Project Number Project Name We are Sending it: Quantity Date Art Schroeder, P.E., S.E. Associate cc: Harry Matsumoto September 9, 1999 Greg Cunnington Serco 1750 124th N.E. Bellevue ,WA 98005 98399 01 Cara Apartments Attached Description F:1998 Jobs 301 to 400190309 01 Coro Apts'98399 boll Sorcol.doe 019109 1, Under Separate Cover Pacific Engineering Technologies 4 FAX Number: Phone Number: 1300 DEXTER AVE. N. SUITE 100 Seattle, WA 98109 (206) 281 -7500 FAX (206) 281 -4611 Operator: Pages Faxed including transmittal Faxed ❑ 5 sets 1 set 9/9/99 Repair Drawings S1 & S2 Structural Calculations Remarks: The enclosed drawings and calculations are ready to submit for a building permit. Please call if you have any questions. CITY OF TUKWILA NOV - 9 1999 PERMIT CENTER Complete vi..leff:�Y t,« n,,w�:.; "' �q,„,, �:i w.�.,Attf.'' T4 t'rv' "F x �yar., ft.;. ..:E. ;A Y.: a..r..::: °t.r,4:/ >nr4.�`F.�_� rlTs` 7- , +.x1i�.;f.. ✓..,. `.t..; ,a. i7 ry , .....v... ,. 1r.'.. ...Y.t..t, *.fit.. x.:. .: � .. .. .. .... ..i...,.. ��. ... �._ I. .r x1i. �.,.... 4...+., iT•: iS,'' h�.,,. t.. rir� ,�'�;tK..Ft.x•,'v r'.�;.�'��.3- ..fin.. ,i..�14"L .,,. S(? `",.- ......... T .U1Y: NUMBER: •:D9940401 DATE: 11-9-99.... PROJECT' NAME: OL CARA APARTMENTS XX .' Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter .#. Revision #. _ After Permit is Issued: DEPARTMENTS: Building Division Aw& t2 - Hq Public Works CA . Itr DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES/THURS ROUT G: Please Route Approved WRROUTE.000 5/99 ¶ ERM1T COORD COPY`' PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fie Prevention 1 1-0-gq Structural Incomplete [1 Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Approved with Conditions C REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Plannin Division VllIL (l l -11 Permit Coordinator DUE DATE: 11 -11 -99 Not Applicable I I No further Review Required ❑ DATE: DUE DATE 1 2-9-99 Not Approved (attach comments) I I DATE: DUE DATE Not Approved (attach comments) fyr Tr DATE: iJ 1 't F625- 052 -000 (S/')7) F625- 052 -000 (8/97) DEPARTMENT OF IyA13OR AND INDUSTRIES And 1)(1 t 'cwlic:0c — REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 SERCOI *066DS 10/01/2000 EFFECTIVE DATE 03/10/1994 SERCO INC 700 5TH AVE #2400 SEATTLE WA 98104 Detach And Display Certificate. REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 SERCOI *066DS 10/01/2000 EFFECTIVE DATE 03/10/1994 SERCO INC 700 5TH . AVE #2400 SEATTLE WA 98104 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold GENERAL NOTES: L DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE PROCEEDING WITH WORK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEEDURES N CONNECTION WITH THE WORK- 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE UIORK . THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW Of THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 5. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT PUBLIC FROM INJURY DUE TO REPAIR WORK . BARRICADES TO REMAIN IN PLACE AFTER REPAIR WORK HAS BEEN COMPLETED. 6. PROVIDE BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE TO REMAIN. 1. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM REPAIR OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OFF SITE. 8. PROVIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DUE TO DEMOLITION AND CONSTRUCTION ACTIVITIES. S. PROTECT FROM DAMAGE, EXISTING WORK THAT IS TO REMAIN. 10. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR WATER DAMAGE OR DRY ROT. DOCUMENT ALL LOCATIONS OF WATER DAMAGE FOR INSPECTION BY ENGINEER II. CONTACT THAS OFFICE AT C20(7)251-1500 IF ANY ADDITIONAL DAMAGE IS FOUND DURING THE DEMOLITION WORK. 12. REPETITIVE FEATURES MAY BE DRAUN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 13. ALL VENTILATION OPENINGS SHALL BE SCREENED. 14. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND N ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTION AND RECOMMENDATIONS. 15. GENERAL CONTRACTOR SHALL GUARENTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE Sr OWNER EXTERIOR ELEVATED DECK AT EACH FLOOR LEVEL 60.00 91.41 PROPERTY LINE TYPICAL 0 LIU11I1llLLL I lllllillllll 1 8 SPACES AT 24' a REFER TO DECK PLAN ON TI-115 DRAWING FOR PROPOSED REPAIRS 166.13 EXISTING -- EXISTING CONCRETE WALKWAY AND CURB, TYP. STORY (poop FRAMED APARTMENT BUILDING WITH 24 UNITS lS UNITS PER FLOOR) EX STING TRASH r i — ENCLOSURE x r EXISTING RECREATION BUILDING VICINITY MAP: LEGAL DESCRIPTION: NW QUARTER SECTION 22, TOWNSHIP 23, RANGE 4. LOT 6 AND 1, BLOCK 1 PLATT ADAMS NOME TRACKS. NORTH 253.65 PT OF LOT 6 AND 1, LESS THE EAST 31.41 FT OF THE SOUTH 5 FT OF THE NORTH 253.65 FT OF LOT 1 LESS THE NORTH 115 FT OF THE EAST 50 FT OF LOT 1. ACCESSOR'S PARCEL No: 004000 -0853 BUILDING DATA: CONSTRUCTION TYPE: V -I HR OCCUPANCY GROUP: RI 0 EdrY48/983999839991 12401 R14 IEEE 1st, 2nd 4 3rd FLOOR DECK PLAN SCALE: I/4" • I' -0" NOTE: P.T. INDICATES PRESSURE TREATED 1,2 44 52 W o , L SITE PLAN SCALE: I" • 20-0" r L J I EXIST NG 3 STORY WOOD FRAMED APARTMENT EXISTING CARPORT (II STALLS) L J 128.80 SOUTH 146TH STREET EXISTING AC. PAVING AND STALL STRIPING PROJECT NARRATIVE: PH-.SE I OF THIS PROJECT IS TO REPLACE DECAYED COLUMNS AND ADJOINING BEAMS AT TWO STACKS OF APAKIMUNTS IN THE SOUTH BUILDING. IT 15 ANTICIPATED THAT SIMILAR REPAIRS WILL BE DONE IN PHASE II TO OTHER STACKS IN THIS'BUILDING IN THE FUTURE. THE PHASE II REPAIRS ARE NOT PART OF THIS PRESENT OUINER SPECIFIED SCOPE TE WORK THE STRUCTURAL REPAIR DESIGN OF THE NEW ELEMENTS CONFORMS TO THE 1991 UNIFORM BUILDING CODE. ELEMENTS NOT BEING REPAIRED HAVE NOT BEEN CHECKED FOR COMPLIANCE TO EITHER CURRENT OR PAST CODES. STRUCTURAL NOTES: CODE: THE UNIFORM BUILDING CODE (UBC) 1991 EDITION. LIVE LOADS: DECKS 60 PSF FILE COPY ._...3fSe the cr ordinance. Receipt Jd d lane 11cgfowled9e d Perrnit No. DqQ - X99 - oyo I CITY Of IUKWI A APPROVED DEC 0 2 1999 CITY pFEIVEe 7UKWILA NOV - 9 1999 PERMIT CENTER ALL INFORMATION ON THIS DOGIENT IS THE EXCLUSIVE PROPERTY OF PACIFIC E1 TECHNOLOGIES, INC. © COPYRICaF4T 1999 r 4x10 4x10 '' II EXISTING TAPERED 2x- DECK JOISTS GENERAL NOTES: L DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE PROCEEDING WITH WORK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEEDURES N CONNECTION WITH THE WORK- 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE UIORK . THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW Of THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 5. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT PUBLIC FROM INJURY DUE TO REPAIR WORK . BARRICADES TO REMAIN IN PLACE AFTER REPAIR WORK HAS BEEN COMPLETED. 6. PROVIDE BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE TO REMAIN. 1. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM REPAIR OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OFF SITE. 8. PROVIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DUE TO DEMOLITION AND CONSTRUCTION ACTIVITIES. S. PROTECT FROM DAMAGE, EXISTING WORK THAT IS TO REMAIN. 10. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR WATER DAMAGE OR DRY ROT. DOCUMENT ALL LOCATIONS OF WATER DAMAGE FOR INSPECTION BY ENGINEER II. CONTACT THAS OFFICE AT C20(7)251-1500 IF ANY ADDITIONAL DAMAGE IS FOUND DURING THE DEMOLITION WORK. 12. REPETITIVE FEATURES MAY BE DRAUN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 13. ALL VENTILATION OPENINGS SHALL BE SCREENED. 14. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND N ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTION AND RECOMMENDATIONS. 15. GENERAL CONTRACTOR SHALL GUARENTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE Sr OWNER EXTERIOR ELEVATED DECK AT EACH FLOOR LEVEL 60.00 91.41 PROPERTY LINE TYPICAL 0 LIU11I1llLLL I lllllillllll 1 8 SPACES AT 24' a REFER TO DECK PLAN ON TI-115 DRAWING FOR PROPOSED REPAIRS 166.13 EXISTING -- EXISTING CONCRETE WALKWAY AND CURB, TYP. STORY (poop FRAMED APARTMENT BUILDING WITH 24 UNITS lS UNITS PER FLOOR) EX STING TRASH r i — ENCLOSURE x r EXISTING RECREATION BUILDING VICINITY MAP: LEGAL DESCRIPTION: NW QUARTER SECTION 22, TOWNSHIP 23, RANGE 4. LOT 6 AND 1, BLOCK 1 PLATT ADAMS NOME TRACKS. NORTH 253.65 PT OF LOT 6 AND 1, LESS THE EAST 31.41 FT OF THE SOUTH 5 FT OF THE NORTH 253.65 FT OF LOT 1 LESS THE NORTH 115 FT OF THE EAST 50 FT OF LOT 1. ACCESSOR'S PARCEL No: 004000 -0853 BUILDING DATA: CONSTRUCTION TYPE: V -I HR OCCUPANCY GROUP: RI 0 EdrY48/983999839991 12401 R14 IEEE 1st, 2nd 4 3rd FLOOR DECK PLAN SCALE: I/4" • I' -0" NOTE: P.T. INDICATES PRESSURE TREATED 1,2 44 52 W o , L SITE PLAN SCALE: I" • 20-0" r L J I EXIST NG 3 STORY WOOD FRAMED APARTMENT EXISTING CARPORT (II STALLS) L J 128.80 SOUTH 146TH STREET EXISTING AC. PAVING AND STALL STRIPING PROJECT NARRATIVE: PH-.SE I OF THIS PROJECT IS TO REPLACE DECAYED COLUMNS AND ADJOINING BEAMS AT TWO STACKS OF APAKIMUNTS IN THE SOUTH BUILDING. IT 15 ANTICIPATED THAT SIMILAR REPAIRS WILL BE DONE IN PHASE II TO OTHER STACKS IN THIS'BUILDING IN THE FUTURE. THE PHASE II REPAIRS ARE NOT PART OF THIS PRESENT OUINER SPECIFIED SCOPE TE WORK THE STRUCTURAL REPAIR DESIGN OF THE NEW ELEMENTS CONFORMS TO THE 1991 UNIFORM BUILDING CODE. ELEMENTS NOT BEING REPAIRED HAVE NOT BEEN CHECKED FOR COMPLIANCE TO EITHER CURRENT OR PAST CODES. STRUCTURAL NOTES: CODE: THE UNIFORM BUILDING CODE (UBC) 1991 EDITION. LIVE LOADS: DECKS 60 PSF FILE COPY ._...3fSe the cr ordinance. Receipt Jd d lane 11cgfowled9e d Perrnit No. DqQ - X99 - oyo I CITY Of IUKWI A APPROVED DEC 0 2 1999 CITY pFEIVEe 7UKWILA NOV - 9 1999 PERMIT CENTER ALL INFORMATION ON THIS DOGIENT IS THE EXCLUSIVE PROPERTY OF PACIFIC E1 TECHNOLOGIES, INC. © COPYRICaF4T 1999 E: \1998 \98399 \9839952 (R14) 12 NEW SIMPSON H5 AT JOIST EACH SIDE OF COLUMN EXISTING 2 1/2" CONCRETE SLAB OVER ROOFING MEMBRANE EXISTING 2x- JOIST REPLACE DECAYED JOISTS WHERE FOUND REMOVE 4 REPLACE EXISTING CEILING AS REQUIRED TO INSTALL NEW BEAM 4 COLUMN TEMPORARY SNORING AS REOD GALVANIZED ii? 1/4 "x8 "xl' -0" W/ (2) 5/8 "ox5" GALV. LAG BOLTS TO COL. 4 (2) 5/8" m M.B.'S TO EACH BEAM NOTES: I. PAINT ALL CUT ENDS OF TIMBER W/ PRESERVATIVE TREATMENT 2 . REF. TO SECT. 2 ON 5D -2 FOR FIRST FLOOR DECKS 3 - REF. TO SECT_ 4 ON 5D -4 FOR COLUMN CONNECTION TO ROOF 4 BASE TYPICAL AT 2nd 4 3rd FLOOR DECKS SECTION SCALE: I" = I' -0" REPLACE DECAYED 6x10 COLUMN:WITH NEW PRESSURE TREATED 6xI0 DOUG. FIR 9 COLUMN (3) Sc COMMON NAILS TOENAILING EACH JOIST TO NEW BEAM REFER TO SECT. 3 ON SD -3 FOR TYPICAL COLUMN FLASHING 8d COMMON NAILS AT 6" O.C. TOENAILED TO NEW BEAM NEW CEDAR TRIM TO MATCH EXIST. W/95 BLDG. PAPER BEHIND_ RETURN PAPER 2" MIN. UNDER EXIST. ROOF MEMBRANE L 4x4xI /4x0' -8" GALV. NEAR AND FAR SIDE OF COL. W/ (2) 5/8" m MB.'S THRU COLUMN AND BEAM. PROVIDE 11/16x15/16" HORIZ. SLOTTED HOLE AT TOP BOLT TO BEAM NEW PRESSURE TREATED 440 TO STOP AT FACE OF COLUMN (OR REUSE EXIST. 4x10 BEAM IF UNDAMAGED) NOTE: REFER TO SECTION I ON SD -I FOR INFORMATION NOT 51 -I0WN TYPICAL AT 1st FLOOR DECKS SECTION SCALE: I" = I' -0" 2 REPLACE DECAYED 6x10 COLUMN WITH NEW PRESSURE TREATED 640 DOUG. FIR 9 COL. NEW 5/8 "o x 8" GALV. STEEL DRIFT PIN IN PREDRILLED HOLE IN COLUMN NEW SIMPSON MSTA2I WI (8) I0d COMMON NAILS AT EACH END Ist FLOOR LEVEL COLUMN SPLICE L 4x4xI/4 GALV. NEAR AND FAR SIDE OF COL. EXISTING SLAB NEW SILICONE SEALANT AROUND PERIMETER EXISTING ROOFING MEMBRANE NEW SILICONE SEALANT BETWEEN EXIST. MEMBRANE AND NEW FLASHING INSERT NEW FLASHING UNDER EXISTING ROOFING SECTION SCALE: I I/2" = I' -0" 3 EDGE OF SLAB INSTALL CONT. SILICONE SEALANT UNDER TOP EDGE OF FLASHING NEW 26 GA. METAL FLASHING WITH SEAL WELDED MITER CORNERS 6d WOOD SCREWS NEW 6x- COLUMN NEW OR EXISTING 2x4 BLOCKING AT 2' -0" MAX. EACH SIDE OF COLUMN NEW SIMPSON HS TIE AT BLKG. AT EACH SIDE OF COLUMN REFER TO SECTION I ON SD -I FOR CONNECTION. REPLACE DECAYED COLUMN WI NEW PRESSURE TREATED DOUG -FIR 9 6x10 COLUMN NEW 30" BUILDING PAPER UNDER COLUMN REUSE EXISTING DOWEL ROOF CONDITION EXISTING ROOF TRUSS. PROVIDE TEMPORARY SHORING AS REQUIRED NEW 4x10 PRESSURE TREATED BEAM OR REUSE EXISTING ROOF BEAM IF NOT DAMAGED. CUT OFF END OF EXISTING BEAM FLUSH WITH FACE OF COLUMN PRE -DRILL HOLE IN BOTTOM OF NEW 6x- COL. EXISTING FOUNDATION BASE CONDITION 1 NOTE: SECTION ) PAINT ALL CUT ENDS OF PRESERVATIVE SCALE: I" I' -0" TREATMENT )I iY (I 1IJ' /; -di[�• ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, NC. © COPYRIGHIT 1999 0 A d fi P e y g e OF G Job No. sg3ss.,0 S a