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HomeMy WebLinkAboutPermit D01-191 - ANDERSON FOURPLEX - REPAIRSTEPHEN ANDERSON 6516 S 153RD RD D01 -191 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 295490 -0350 Address: 6515 S 153 ST Suite No: Location: Category: AAPT Type: DEVPERM Zoning: MDR Const Type: Gas /Elec.: Units: 004 Setbacks: North: Water: N/A Wetlands: Contractor License No: OCCUPANT OWNER CONTACT .0 South: .0 Sewer: N/A Slopes: Y ANDERSON 4 PLEX • • Phone: 6515 S 153 ST, TUKWILA WA 98188 ANDERSON STEPHEN & LINDA Phone: (206)852 -3000 C/0 AROUND THE CLOCK PROP, PO BOX 6330, KENT WA 98031 ROBERT THORN Phone: 425- 754 -2162 10610 20'AV W, LYNNWOOD WA 98037 * * * * * * * * * ** * *•k ** k * *** * * ** * ** **** *fit ** fir * * * * * * * * **** k *** * * * * *k * *•k * * * * * * ** k* ** * * ** * * * * ** Permit Description: . WATER DAMAGE REPAIR TO EXISTING DECK AND BALCONY. . *********** . *************************** *-k*•k ** * * * *-k ** *** * * * ** * ** *** k* * * * * * * * * * * * * ** Construction Valuation: $ 8,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: .N No: Size(in): .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: 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 **.***************** * * * * * * * * * * * * * * * ** * * * ** * * * * * *•k- ***** * * ** * * *** * ** * ** * * * * ** * ** * * ** *-k • TOTAL DEVELOPMENT PERMIT FEES: $ 257. ^6 —********************************<K ****************** ** * * *•k * * * ** *k * *•k * *k **•k *k * * ** Permit Center Authorized Signature: I hereby certify that I have rea to be true and correct. All p work will be complied with, w 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 perf• nee of work. I am authorized to sign for and obtain this development Signature:_ Print Name: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: APARTMENT HOUSE UBC: 1997 Fire Protection: East: .0 West: .0 Streams: End Time: (206) 431 -3670 D01 -191 ISSUED 06/29/2001 12/26/2001 D -te• examined t is permit an know the same ions of law and ordinance governing this her specified herein or not. Date: 0 .,01/01 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. ::u::.ua %5:.4 cs.�.: +'�t�,he< >•� rint: :Name: ,CITY OF TUKWILA Address: Suite: Tenant: ISSUED Tvoe..DEVPERM r_ Applied: 06/27/2001 Permit No: 001• -191 arcel'::# 295490.0350 •kk : k•k•k•l * kkk.* k• kkk• kkk•k kkk•k• kkk• k kk;*• kk k• k•kFk4'kk ; #k•kk•k•bk•k•kk•k•kk•k kkk•kk•k ermit Oondit1ons No chanaes will - be made to the, p.i ans •• unless approved by they Engineer and the Tukwila Bolding Division. 11 construction to be done in conformance with approved l ° an :; and requirements '` of the Uniform Building Code (1997 cii t i on) as amended Uniform Mechani cal Code (1997. Edition) . and Wash ingto,n Y tate Energy Code °'(1997}. Edi t i on). V alidity of'Por The issuance of a permit or approval of 1aris, spec r fi oati ons , and computations .shall not ;.. be con- trued `to. be a permit for, or an 'approval` of , any v i o l a t i o n t any . =the provisions of • the building code or of ; any ther Ordinance of ..the' iur.isdi <ction. No permit rrre-uming lye authority to vi late or cancel the provisions of this de 0e11 be. valid. 1 permits, Inspection-records, and approved plans shall be . uaj'lable at the 50b'siteprior to the start of any con otruction ,These dot. uirrents are to be maintained and 'avai e' until.:. final inspection approval , is." Granted Issued: 06/29/2001 e. ,grant of his permit :doe: not:..pr�esum.e ;to;.g. ve author'itv:;t • ol�at,e.` use�a.nce1 ;the: provisions of`':=any other work or local:: laws ulating;cons'truction . r the: performance :. of woir uer`ti that have read the:,e conditions ar,d wi l l c`ctimt�l i otrtl�ryeci', All `prrovisions of isW and,• +antes aioverning complied withywhethar not. z Z ry• • U O, t CO- ` W J H; CO LL. 0 W . N a z d: w z o • w Dia w W, .z h- U. Z'. U ff% .O z Project Name /Tenant: V lue of Constructs t: Site Address (include suite number) City State /Zip: 515 6_,6 dr. Tax Parcel Number. 215410 -o2 Property Owner: /;,fee AN,DQ Phone: Street Address: &S 15 S (6 �� / u 1 � S /7�ji Q Fax (l: Contractor: 177146.1n er g-' / Aor Phone: 4 �5• ' 3 - 23 3 Street Address: 2 4EfFEIA9i f , 1 L~/ t (,_l, Statc,g 1 Fax II: tzs _--7d5 - low Architect: CA4EIVM012.14C ✓ i4 G TU Phon z - - Ig� Street Address: � I : *1 069 '/ `R A t- 4 v tat I, e/Zi��: _ � F� V'Pt 7L�� Fax II: Phone: ' Engineer: Street Address: City State /Zip: 1 Fax #: Contact Person: r { 4 - C , i I `r - 1 t A Pho &MS— -7SLI , � l Ea v Street Address: City State /Zip: qt A0C' ' w . 1 • - 1 Fax 1t: gas.- -79s -9oac7 \ t�10 Description of work to be done (please be specific): LA-106.7-r -- PANN1t i-.f'i 4R .Co. I /A6q F3A G-€2 1 ' ( . Pv 2v-c-44 4 ,, Existing use: ❑ Retail CI Restaurant Multi- family El Warehouse r] Hospital ❑ Church C:1 Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant M Multi- family ❑ Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other ,- Building Square Feet: existing No. of Stories: Area of construction (sq ft): Will there be a change of use? ❑ yes no no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 71 no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) no Will there be storage of flammable/combustible hazardous material in the building? ❑ yes no Attach list of materials and storag location on se.arate 8 1/2 X 11 •a•er indicatin uantities & Material Safet Data Sheets 11/30/00 cipetn itdoc CITY OF TUR 'ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 .t�,ncvarn3su Project Number: Permit Number: D01-0 HI Commercial / 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 SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) /l: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Sto'rm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Flood Control Zone ❑ Landscape Irrigation ❑ I- lauling 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: Date application expires: / - z7 --'/ Applicar by: (initials) PLEASE SIGN BACK OF APPLICATION FORM - BUILDING O NE Al ;THOR/ZED AGENT: Signature: 4 ) j Date: (O /2_7) / Print name: b 4.. C , 6v\ Phone: .7--4 -21.62 Fax it: LIZS-7y5 Address ;e10-111 City /State /Zip APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: 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 ❑ r 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 : ❑ 174 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 gf 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 2O% 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 F ❑ 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. ❑ 71 Vicinity Map showing location of site r ❑ 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 1 ❑ 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 located at 999 Third Avenue, Suite 700, 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 'li the applicant is otheir 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 L; required. as part of this.submittal .-T"' RJUR,Y BY THF LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF 11/30/00 cipermir.doc • VaXel hAtt drhsik # dr' #9r* . ltdk**,* *A* •iF' *khA•k.•k* A** : -8 . 4c.1ra4 *.,; tAis :kk.h***A*k:A**:4****A.*A k;l CT,1'V OF T'UKW LA A 1'ft��i' #5�i11. h k A t':h de k do yk. df h.y4 s1 dr * yk.�k oC k h zti d<:� t �r do d< h.>4 di >k k di dr dr .4 4 dr./r :k k A k k 4 fi k dr 1r !c' TD�INSMITt Number c 80100829 Flai'uut7t.« 157:75 06/29401 ,1tjw '1 Nata't`ron. PA if:IC.. NEST COS' In i t: •JT() P r.: t)EVPERi'I )EVELDPMEW PER 141:1 `' P r up N ., 295490 X03 7O S t'ti? 'Hddresa �1 S Total :Fes.. 1 57.36 P ayment : 157.75 Tata1. 1L.L Pints: 257.36 Balance N00 ' * *, * ti •****dt*A* *4*•*** * *** * *A'***** **'** ****dr.Adr1 * * *dr* A ccount Code. , Df 9cri pt fan Amount ` Q 00` /3 :45.8311 PLAN. CHECK NONRES -°`_�` .�';9. U OO /322 100, i:3UILDINO RES 153.25 0 00 /3415N830 PLAN CHECK • RES `(O0/3,SG.904 STATE BUILDING SURCH'ARCi« 4.50 • OT: 9 .'yy,W ( ,WwY. y '. • t>15V1'r u,sA j WI : •' 'A r A •/cA:*4e i'. ?f.****k **1.4iC „.Ak dark: 4:k1lk:F "k***k** **.h*•.F+cAki fr:t: AA **h*k:F*** **it nr. TUIcWILA;. 14 TRANSMIT **F 4rhk� * 4. kmkh ;A;.1•h ; kh ' h.h. * *.k•I ie71.Ak *Akhk*ek,th;t J4t::k:4* 4*' ** ****** R , +mb r� R0140810 Ainc,uft : 99.61 ' 06/27/01 1.3:09 • • P.; vme:nt' ,Mel:hod :'CHECK NoGatien: PACIFIC WEST. Ct3A :fni G'a 13LH DEVPEPl4: DEVELOPMENT 'PERMIT • r�Gel No: 4 0.-0 50 Addy a 651. 8 1"3 ST:- • Total Fees: 25 /.3' This P avment 99.61 Total' ALL Pmts: 99.6. Balance: 15/.75 **** *ir*•**** **•*,*hA.h.** *Ali'* *hz' *** k****** *kA* **•A***•**:i****k•***iF** ** FI .C Qo'.nt; cnd DescrIation Amount 0 00/345.'E3 . 30, PLAN CHECK -. .NQNRE8 99.61. 411 ;;`lJ.�t %;P��y: P oject: Prrv' n Y Scyi 4 nrA Le.pe of Inspection: 1 n1.c Address: Date lled 42 j o ! U5 C/ 5 sr Spe instructions: �- =') eCc`.,,e. (" (� 1 hLL'(` ct krn. gat ante : L i i!r � 0 1 a.m,J p.m. Request r: Kt, e. V I n INSPECTION NO. J' INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 pproved per applicable codes. n Corrections required prior to approval. COMMENTS: i. /q2 /-< i l� >�=- /,off/ $47pi REINSPECTIO E REQUIRED. Prior t inspection, fee must be paid , Southcenter B vd. Suite 100. Call to s edule reinspection. Inspector:, Airr Receipt No: ate: Date: COMMENTS: . I ' " "N. 4 / .7.C' A /i.-/ G' f— , ) Afe z l if D\ /.ey Type 4f.; rj .ec - n, Address: , ... 41 f2 ice 4,...„...,,,, ..e.A.,..„...1 4e....\- _ /6.69.. ;r, ,Z 7 . I/tiri/ Jie-f /lS r-e i . ( -4-• f i t f s-, (r13�C_t.f -i d )'fi 1'-' I ? ? r S .t/7 4 .94 , D A „/VD tJi 4 A./�t' ;), O - pt 1 04._,, Projec :: • r c `; , :J. Type 4f.; rj .ec - n, Address: ¢ +�'•: °f Date can � Special Ins • t Date wanted `. �`; a.m. /L.../ � Requester: r)0 Phone: f�L" : INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Receipt No: INSPECTION RECOR Retain a copy with permit :. ,4:•:..s +u.. 6'i,..«:ai.Sd.Y "1 , Date: PERMIT NO. (206)431 -3670 n Appro\gd per applicable codes. i lgCorrections required prior to approval. Date: 510'0) v $47.00 REINSPECTIQ EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. i.:. •44.. p ia '. %l:iFlcixJ'.:L'��ttrsxn t;;ul5th fP oject: ArclevSbv-) --IL) P Iex Type of Inspection: PlL4t, - Tec k. No t )tv1/ Address: rs 1, S I S3 34-- Date c lied: "( /1 Ir i o I —_ Special instructions: dQc-K, in bac K.. F ,,Y, , + Wilt 4ae hc,nc c.cjc�'in,s_ L . c l \ unctJ r dc' Date ante : 7y -7 Di .m. .m. — Requester: Ir'�'" Phone: INSPECTION NO. OF TUKWILA BUILDING DIVISION 0O Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. t INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: • Tj 9 r01)etA y ; n Ur A-Pc r ef'', r 0t a A,n • *r: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. v ror Date: 1 , 1 _ Reeipt. No: Date: .410,31: 4re2;t3.r tukwilla Choice Conditions Data lakt...cat.1.\( ii Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 1346 Date: 6/22/01 4x 6 DF -L #2 BASE Fb = 875 ADJ Fb = 1138 '91 NDS Min Bearing Area R1= 2.2 in R2= 2.2 in DL Defl 0.02 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 3.75 ft 4.68 # 18# 1262 '# L / 240 L/360 Reaction 1 1346 # Reaction 2 1346 # Maximum V 1346 # Max V (Reduced) 1017 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 1 LL Reaction 2 LL 844 # 844 # Section (in Shear (in TL Defl (in) 17.65 13.31 OK 75% 19.25 16.05 OK 83% 0.04 0.19 OK 22% 0.03 0.13 OK 21% Fb (psi) Fv (psi) LL Defl E (psi x mil) Fc I_ (psi) Base Values Base Adjusted 875 1138 95 95 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 BeamChek has automatically added the beam self - weight into the calculations. Uniform TL: 713 = A Uniform LL' 450 Uniform Load A SPAN = 3.75 FT Uniform and partial uniform loads are lbs per lineal ft. /\ R2 = 1346 BeamChek 2.2 2-% RECEIVED CITY OF TUKWILA JJi 27 2001 PERMIT CENTER Doi- X91 • i" � itiifFM: i�sab�• L' u: :< l'•' r�`'' �: %1 ?;+4F�`:''';:';��s�75�s.+t 'a5�:, ...,., ..� Z . 6 O O, CO D. W W; W = J H. W • } O } : J u_ Q Z F.. H O: Z F- D O. U 0 I— .W tii Z: U p 10 Z Data Values 6515 S 153RD Choice Conditions Attributes Actual Critical Status Ratio Adjustments Loads /\ R1 = 301 1 2x6 HF #2 BASE Fb = 850 ADJ Fb =1105 '91 NDS Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 8.0 ft 2.0 # 16 # 601 '# L / 240 L/360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 301 # Reaction 1 LL 301 # Reaction 2 LL 301 # 266 # L/375 L/530 213 # 213 # Section (in Shear (in 7.56 6.53 OK 86% 8.25 5.32 OK 65% 0.26 0.40 OK 64% 0.18 0.27 OK 68% Fb (psi) Base Values Base Adjusted 850 1105 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 73 = A R1= 0.7 in R2= 0.7 in DL Defl 0.07 in TL Defl (in) Fv (psi) LL Defl E (psi x mil) Uniform LL: 53 Uniform Load A SPAN = 8 FT Uniform and partial uniform Toads are Ibs per lineal ft. . wanl!w - • Date: 6/20/01 /\ R2 = 301 Fc i (psi) BeamChek 2.2 CIT RECEIVED TUKW LA JON 2 7 2001 PSz 1MIT CENTER , ( .�Ol�3C� 6515 S 153RD Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads /\ R1 = 490 (2) 2x 6 HF #2 BASE Fb = 850 ADJ Fb =1105 '91 NDS Min Bearing Area R1= 1.2 in R2= 1.2 in DL Defl 0.07 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 7.5 ft 4.01 # 30 # 919'# L / 240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 490 # Reaction 1 LL 490 # Reaction 2 LL 490 # 430 # L / 524 L / 856 300 # 300 # Section (in Shear (in 15.13 9.98 OK 66% 16.50 8.60 OK 52% 0.17 0.38 OK 46% Fb (psi) Uniform TL: 127 = A TUKWILLA TL Defl (in) Fv (psi) LL Defl 0.11 0.25 OK 42% E (psi x mil) Uniform LL: 80 Uniform Load A SPAN = 7.5 FT Uniform and partial uniform Toads are Ibs per lineal ft. Date: 6/19/01 /\ R2 = 490 Fc (psi) BeamChek 2.2 Base Values Base Adjusted 850 1105 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. o ho CITY OF TTUKWILA JIJN 2 7 2001 PERMIT CENTER ACTIVITY NUMBER D01 -191 DATE: 06 -27 -01 PROJECT NAME: STEPHEN ANDERSON SITE ADDRESS: 6515 S 153 RD UNIT #1 SUITE NO: X . Original Plan Submittal Response to Correction Letter # Revision # AFTER Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building 'vision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: V'RROl1TEAOC v'rl PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions I I PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 06-28-01 Not Applicable No further Review Required DUE DATE 07-26-01 n n DATE: Not Approved (attach comments) I I REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ... ._. r n -��,�. '. �.fSt#tL' r.p`NbfttV'✓•c +•.4+F . .ti F625-0524000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY - LAW AS CONST CONT GENERAL r - - - - .1 - ,:NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS puE. TO THE QUALITY OF THE DOCUMENT. STATE OF WASHINGTON MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION PACIFIC WEST COAST, INC. 1902 JEFFERSON WAY E LYNNWOOD WA 98037 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE UNIFIED BUSINESS ID #: 801 540 523 BUSINESS ID #: 001 EXPIRES : 04 -30 -2002 e above entity has been issued tI business registrations or licenses listed DEPARN MENI OFUCENSING 'BUSINESSFiPROFESSIONSDIV �!} P ( BOX 90341 rOLYM WA 985079034 . (360)884 -1 400 t I w � . 1 1 , Director D c :Ln, �S.� .unrN�.Vi �kiM 11. } y. s..i f� ✓'1 ' . l r Y T' .. K .. `� .. rr,• s;'..!. �z° k�is�iY��. s.^' tt_. Y, 2frTt�i��elr ^.:,.Sr�i��rtrr..r:• ._tv!a�.�,t.Z�ts�,r .J5 0001132 AT U H O 0�O 00)) N W W W U. 0 H7 W H N �.- f� 2 ( O D OL J z O PA! l� a�rr� �•-�� : Date ( /2 9 - O t P Permit o. PO I -Iq[ understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any 'opted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. F- SEES S J SITE PLAN 1/R" =1I -n° o 5-- -4--- - T 1 f S EXISTING 'PARKING AREA HEET 2 EXISTING DECK EXISTING LOONY EXISTING 4 UNIT BUILDING LOT9 40' -- - -• - -I — .- T PROJECT DESCRIPTION RECONSTRUCTION OF EXISTING DECKS LEGAL DESCRIPTION LOTS 8 & 9, BLOCK 3, GUNDAKER'S INTERURBAN LOT COVERAGE LOT AREA LOT COVERAGE EXISTING ZONING MDR OCCUPANCY R— DIVISION 1 APARTMENT HOUSE CONSTRUCTION TYPE V —N (LESS THAN 3,000 SF ABOVE 1ST FLOOR) TAX PARCEL NUMBER OWNER STEPHEN R. ANDERSON 6515 S 153RD ST., UNIT #1 TUKWILLA, WA 98188 DESIGN CRITERIA: LUMBER: PLYWOOD: ROOF LIVE LOAD: FLOOR LIVE LOAD: DECK LIVE LOAD: GENERAL NOTES THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT. COPYRIGHT 2000 BY CHESMORE /BUCK ARCHITECTURE. THESE DRAWINGS ARE FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. ANY INFRINGEMENT WILL BE VIGOROUSLY PROSECUTED. ALL CONSTRUCTION SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE (UBC) AND BE IN ACCORDANCE WITH THE WASHINGTON STATE LAWS AND REGULATIONS AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. CONTRACTORS RESPONSIBILITY: CONTRACTOR TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION. CONTRACTOR TO INFORM ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS OR FROM THE CODES. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHTECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON THE DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. ALL STUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT IF UNUSUAL, UNFORESEEABLE, OR UNEXPECTED SUBSURFACE CONDITIONS ARE ENCOUNTERED FRAMING 'NOTES 295490 -0350 25 PSF 40 PSF (60 PSF AT BALCONIES) 40 PSF ADDITION 8,800 SQ FT 2,296 SQ FT. S. 153RD ST PROJECT SITE VICINITY MAP ALL FRAMING TO COMPLY WITH UBC CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO UBC SECTION 2311.3 AND TABLE 23 —I —Q. ALL TIMBER KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST 'EDITION." BOLT HEADS AND NUTS BEARING WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL NAILING NOT NOTED ON DRAWINGS SHALL CONFORM TO UBC TABLE 23 -1 -Q. SEE MISCELLANEOUS STEEL FOR HANGERS. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS— BRIDGING PER UBC 2326.11.8 AND SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. PROVIDE SOLID BLOCKING OVER BEARING WALLS AND BEAMS. ATTACH TIMBER JOIST TO FLUSH HEADERS AND BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS OF APPROPRIATE SIZE. JOISTS AND RAFTERS: BEAMS AND STRINGERS: POSTS: STUDS, PLATES AND LIGHT FRAMING: GLUE LAMINATED TIMBER: ALL OTHER LUMBER: HEM —FIR NO.2 OR DOUGLAS FIR NO.2 DOUGLAS FIR NO.2 DOUGLAS FIR NO.1 DOUGLAS FIR OR HEM —FIR NO. 2; STUDS TO BE STUD GRADE. 24F V4 SIMPLE SPAN, 24F V8 — CONTINUOUS CANTILEVER HEM —FIR NO. 2 OR BETTER UNLESS OTHERWISE NOTED. PLYWOOD PANELS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF "U.S. PRODUCT STANDARD PS -1 FOR SOFTWOOD PLYWOOD ". EACH PIECE SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. PLYWOOD ROOF AND WALL SHEATHING TO, BE APA RATED SHEATHING PER UBC STANDARD NO. 23 -3, UNLESS NOTED OTHERWISE. MINIMUM PLYWOOD NAILING TO BE 6" 0.0 AT ALL SUPPORTED EDGES AND 12" 0C. AT INTERIOR SUPPORTS. NAILS TO BE 8d COMMON FOR 1/2" PLYWOOD, 10d COMMON FOR 5/8" AND 3/4" PLYWOOD ROOF AND FLOOR SHEATHING. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. NAILS SHALL BE, DRIVEN FLUSH BUT NOT FRACTURE THE SURFACE OF THE SHEATHING. SUPPORT SHALL BE SUPPLIED TO ALL PLYWOOD EDGES WITH PLYCLIPS, BLOCKING, TONGUE AND RECEIVED Crri' OF TI KWILA JUN 2 7 2001 Na Dam 0 m Le> o � W +— W 0 c0 CO Z W< N Y J < —J yk ce M _ - Y o_ Revision I— LL co LLJ en d c LO • < Ln Cfl SITE PLAN Sheet No. 1 1/4" =1' -0" 1/4" =1' -0" REMOVE EXISTING STORAGE CLOSET NEW ELASTOMERIC DECK COATING NEW GUARDRAIL UPPER DECK PLAN ocr'TItkI • UTH ELEVATION NEW 2X4 PRIVACY FENCE- +6'-0" as GALV STEEL DRIP EDGE WATERPROOF DECK COATING GATE 0 EAST AND WEST ELEVATIONS SIMILAR DEMOLITION NOTES 1. REMOVE EXISTING DECK SURFACE AND SHEATHING 2. REMOVE EXISTING GUARDRAIL NEW ELASTOMERIC DECK COATING 4X BEAM PRES. TREATED 2X GUARDRAIL UPPER FLOOR PRES. TREATED 4X POST WI PRES. TREATED 2X4 EACH FACE MAIN FLOOR 2X6 GUARDRAIL 2X2 VERTICAL © 5" 0.C. 4X4 BEYOND 2X4 BOTTOM RAIL 2X10 TRIM 4X4 TO RIM W/ (2) 5 /8" LAG SCREWS COUNTERSINK EXISTING 4X BEAM TO REMAIN P (--V EXISTING SLAB —ON —GRADE TO REMAIN P L _J L _J LOWER DECK FRAMING 1/4" =1' -0" LOWER D K PLAN 114" =1' -0" INSTALL NEW PRES. TREATED -------------) 2X DECKING, NAIL SPACED P 1/4" =1' -0" DEMOLITION NOTES 1. REMOVE EXISTING 2X DECKING 2. REMOVE EXISTING 2X JOISTS 3. REMOVE EXISTING WOOD GUARDRAIL NEW GUARDRAIL +3' -6" L 4X12 HF #2 BEAM F AMINE PLAN" UPPER DECK NEW GATE I L L EXISTING SLAB —ON —GRADE TO REMAIN F- 0 U X O • cV X W 4X12 HF #2 BEAM 14' -0" L co 1CCEIVL r`.K TUKWTL / '1, ; FMIT CENTER Na Date Revision CI w I L) w WCO co �co Z oe O U Ln c CO DECK Sheet No. 2 I a c) s • /NEW PRES. TREATED (2) 2X6 TYPICAL a 2X6 HF #2 JOISTS 0 16" O.C., TYPICAL • • L NORTH ELEVATION "<t) 114" =1' -0" EAST ELEVATION WEST ELEV. SIM. 1/4" EXISTING MARBLE —CRETE PLASTER 24 GA.GALV. 'L' FLASHING WATERPROOF MEMBRANE REINFORCED CONCRETE SLAB 3/4" APA RATED PLYWOOD SHEATHING W/ EXTERIOR GLUE •; As $ -11I ' Al DOUBLE 2X JOIST 1/2" T &G SOFFIT r7 ADD RAIL AND S EXISTING GUARDF UPPER FLOOR NEW CONC. TOFF NEW 2X FASCIA NEW PRES. TREA PRES. TREATED : FACE MAIN FLOOR P REUSE EXISTING POST, BASES, TYP. — MAIN FLOOR PLAN 1/4" =1' -0" 1/4" = 1-0" 1 1/2" SQUARE STEEL PIPE FRAME, GALV. AFTER FABRICATION STEEL ANGLES BACK —TO —BACK WITH 1 1/2" X 1 1/2" GALV. WIRE MESH WELDED BETWEEN BOLT NEW STEEL TUBE FRAME TO EXISTING GUARDRAIL EXISTING IRON GUARDRAIL CONC. SLAB WATERPROOF MEMBRANE 3/4" APA RATED PLYWOOD SHEATHING, EXTERIOR GLUE 2X8 FASCIA O EXISTING STAIR, LANDING AND RAILING TO REMAIN J BALCONY FRAMING PLAN r L J EXISTING CONC. SLAB —ON —GRAD L I • L J 0 L CONTROL JOINT CONC. TOPPING SLAB NEW GUARD RAIL BOLT TO EXISTING TY RECEIVED CITY OF TUKWILA er.) .0.. BALCONY PLAN , ' ` Zilui metal AI IT !"GMTFR Na Data Revision O w 0 w = W ooe Z co CD Q 0 4 CC " cspl— BALCONY Sheet No. 3