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HomeMy WebLinkAboutPermit D01-109 - SOUTHCENTER PLAZA - SEISMIC UPGRADEDO1-109 SOUTHCENTER PLAZA 14900 Interurban Ave. S. City of Tukw %'n �" Community Development / Public Works • 6300 Southcenter Boulevard, Suite 10(7 • T;l Aii1a, Washington 98188 Parcel No: 359700 -0006 Address: 1 490() INTERURBAN AV S Suite No: Location: Category: AOFF Type: DEVPERM Zoning: RCM Coast Type: Gas /Elec.: Units: 000 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: Y Contractor License No: OCCUPANT SOUTHCENTER PLAZA Phone: 14900 INTERURBAN AV S, TUKWIA WA 98168 OWNER SOUTHCENTER PLAZA Phone: (2.06)455 -9981 EQUITROL INC - AGEN1 , PO BOX 40089, FJELLEVIJE WA 98004 CONTACT WAYNE FORTENBERRY Phone: 253- 638 -6431 PO BOX 1062, KENT WA 98035 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: SEISMIC RERTROFIT INTERIOR /EXTERIOR REFRAME AND ADD BRICK & GLASS 10 EXTERIOR. NEW TILE IN CORRI- DOR AND MISC. PATCH ON INTERIOR WALLS CONNECTING TO EXTERIOR. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 622, 400.00 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 H a u l i n g : N Start T i m e : End T i m e : 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: $ 6, 36,4 . 20 ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signatures Signature: Print Name: I} DEVELOPMENT PERMIT Dui _GA _Y L . - _ • This permit shall become null and void 180 days From the date of issuance, or for a period of 180 clays from the last WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Al THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: -c..Jc Streams: I hereby certify that I have read nd examined t is p e r m i t /and know the to be true and correct. All pro ' s •ions of law aid ordinances governing work w i 1 1 be complied with, whetter s p e c i f i e d herein or not. Date: (206) 4313170 DO1 -109 ISSUED 05/15/2001 11/11/2001 OFFICE 1997 SPRINKLERS /AFA .0 Date: 'IS 4� - U } same this The granting of this permit does not presume to give authority to violate or cancel the p r o v i s i o n of any other state or local laws regulating construction or the performance of work . Lam authorized to sign for and obtain t h i s development permit.. i f the work is not commenced within if the work is suspended or abandoned inspection. MML ••- F' Add r : '40() t•ITi i 1)(..)1 SI) i 1,f; eria tSc,Ilrf; lype: DLVF-T.PH 04/10/:)001 Parcel It; 1Y/700-0006 Issued: 0c)/1001 Wk******)(******WkAAlt*** Permit Conditions 1. No changes will he made to the plaw, unles approved by tn.. Lngineer and the lukwila Ouilding Division. When special inspection is required either the .piinee, architect or' engineer shall ootify the lukwila Ouilding Division of appointment oi the inspectioe agencie:J pf I O n the first building inspection. fopies of all special inspection reports shall be submitted to the fluilding Division in a timely manner. Reports shall cootain address, project name, permit number and type of inspcction beiwl performed. 1 he special inspector shall submit a final signed repurt stating whether the work lequiring insnection was, to the best of the inspector's Vnowledge, in conformance with approved plans and specifications and 1 .11(: appficable workmanship provons of the HOC. 4. Any new ceiling grid and light I ixturf. installatinn requirud to meet lateral braeing requirements fo7 Zone 3. I ) . Any exposed insulations backing material ,ria!I ha\le a f lame Spread Rating of or less, and material shall bear identi- fication showiny the fire performaoce rating thereof. 6. All construction Jf.! done in conformance with appre plans and requirements of the Uniform Ouildi(g trt)de (199 Ldition) as amended, Itniform Mechanical Lode (199/ Ldition), and Wanhington State Lnergy Lode 119')/ rdition). /. Plumbing permits shall he obtained through the c,eattle-Kind County Department of Puhlic Health. Plumbinq will be inspected by that agency, including ail gas piping (296 -4i??_) 8. Structural observation shall be provided for LhiY. project. Architect or engineer respowsible Int the structural design shall submit a written Ui Lcmi1 t hf ij 1 d iq 0 fficii in accordance with UHC - Sec. 307. 9. Notify the City of lukwila Ouilding Division prior to placing any concrete. Ihis procedure is in addition to any requirements for special inspection. 10. All wood to remain in placed concrete shall l.: treated wood tl. All structural masonry shall be special inspected per UHL 306(a)7. 1 Validity of Permit, the issuance 01 permit or , inpiovaI of plans. specifications, and computati()ns snail not be con• ;trued to be a permit for. or an approval of, any violation of any of the provisions of the bnilding code or Qt any other ordinance of the jurisdiction. No W:uMil, prt.:UMif!q L.C. give authority to violate or cancel the provisions oi this eode shall be valid. Llectrical permits shall be obtained through lne I ', I ;,f lr4t;a`)r t .'If.1 ir "t(Ji7`,1,)' 1'•( IC f I work ;':'1 1 I l)f' i r! pee: i': i'.. I.h,cI. 14. 1h':rf: shall he no Ce.cui!%in , of the building() until Lhe f i n a l inspection h:.1`, t)ft'.0 completed by the 1 uG w i l <i ; ji.1 t 1 11 rt'I Inspector. 1!). All mechanical work shall he under separate permit i s i by the C i t y of 'I iikw 1il . 16. All permits, inspection r(;ctjr(I°i, and approved pli,ri <s `.h:) t 1 he available at the job s i t e prior to the start oI any con- struction. 1 hf:sf: documents s ar'(: to he maintained and 11 /tl i 1 ab10 until final inspection npfir'r;vn I i ({war f1. 1/. All st.r'uc;t:ura l concrete ¶..ha 1 1 he special i f I`1tJe t_ed ( t 1'?t. Sec. 306(a)1). 18. A 1 I 5str'uctu Wf: I (i i rlcJ !",Fls.i 1 I ho (lorto h i ttr/ . A . t1 . f) . ( ;or I. i f i er1 welders and special inspected tIJIJC Sec. - 10(,(n) . 19. All high-strength bolting shall he special inspected ; Sec. 306(n)6) 1 hereby certify t,hat, 1 have re ;irl LitE :s,(: c o n d i t i o n s and w i I l e(-itrtfj 1 y w i t h them as o u t l i n e d . A l 1 p r o v i s i o n s of law irid or (t i rlilro;f::, governing this work will tie; complied w i t h , whether , l)0(: i f i + (.I herein or not. •1 hf; grant i rig of t,h'I `i perm i t, (tor ", not hrf.`,111nf: 1ri Cl'1 \ rf: ful,(1Or• i i y 1,fo violate or cancel the provisions o any ot.hf;t' worI !jt I IIC::1 l 1 %114 {i regulating c,c)riti't,ru(;t. i on or t_ho performance ()I wur i. . Signature: Print Name: Project Name/Tenant: $1:x.�CkJ% Ca" 4uyt t Ir!7_ A Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Kr Office Cl School /College/University ❑ Other Value of Construction: li (Q 2 -- Z- Li o Site Address (include suite numi er) NCI 0 0 :CAI t 4,,, A---: '-.: City tate/Zip: k ��■-•)',I 4 41A `I KI b g Tax Parcel Number: 3 6 /00- ©0 0 (c -01 Property Owner: L D. C CAAN L'A A G yz__ t Phone: a OG A 3 SS 1 Street Address: A ►/1 City State /Zip: Fax #: ,00(0 2-( 11 (oo Contractor: 1 i .---- CO r4 N (2....,, C. fit r.) Phone: _ 3 , Q 53 - ( n 3 Street Address: 0 �„ d (,.Z City State/Zip: <` .Ji" tC)A O3Y Fax #: 0(o X 1_ • L•1 ._ 1 Architect: g,t�N1r\OJ :� Ar Phone: O [a s &s� 05 Street Address: (01025 S. 1 CAL Si- 11 8 ivS , State/Zip: 1e.45.) WA . 9 Ho3 2 - Fax #: 9z5 (PSG" 050 Engineer: V ►55c-'YiGT-Asq JoGc(;..1q r City State/Zip: k . • t - WA . $ 0 z Phone: $953 (�3o Fax #: ._ (o o 1 IS I Street Address: + c O(o 2 t✓ 3 ao t" k. Contact Person: _- _ wAtitoc �it G Phone: QS -635i - (0 3 1 Street Address: - t V. _x_.1010 `Z City State/Zip: k.01 .1n. �i$ d 3� Fax #: � b td - ,... - I Z -- L j Description of work to be done (please be specific): , c : Z s wt ■ C. 12 e }-,e t'••. t P.C.': t; riA." -. G I Abc 71 aw 9,-: G 14- 4' 1 145 J iv 6 Fc t" (0 rR.. I v t.- -1k.. t i C- :.. (1 / r , L 1, r 1-1A1 5 c PA 1L/" c, r-a t i is t e./'.�; r7 sa.:,..Ak 5 C 1 1/41-4: <.4`; r4C ,�c t t,', ��.1' . t'3 1 Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Kr Office Cl School /College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi-family ❑ Warehouse ❑ t tospital ❑ Church in Manufacturing ❑ Motel /Hotel 15 ❑ School / College/University ❑ Other Building Square Feet: 513 0 O y existing No. of Stories: 2. Area of construction (sq ft): 6 — $ 000 Will there be a change of use? Cl yes A no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes IA no Existing fire protection features: sprinklers t/-v automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes M no Attach list of materials and stora location on se arate 8 1/2 X I 1 )a aer indicating; r uantities tC Material tiafct ' (l.tta Sheets Date application accepted: 11/30/110 cgrermailac CITY OF nip -NIA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop/Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage (7G—reel Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews ma be determined b the Public Works De • artment) Size(s): cubic yds. 0 Fill ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: Permit Number: ❑ Flood Control Zone cubic yds. Date application expires: — I O IM bl IIO lD-- Oo% W ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal 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. Applic atic taken by: (initials) Project Number: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application PLEASE SIGN: BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 9 - 1Q — 01 Print name: (iv yea r ' ( e_ u % — rri.► P Ion S (v 2 '' to cl 3 Fax ft: o (,) 2 ` 2 — 1 1 2 .7 l' Address p l7 o x 10 City /S� r its/Z t x :+ t ''` f 9 � APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: y' ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL. ENGINEER OR CIVIL ENGINEER L - DR4 ifw(I HetLL BE AT A LEGIBLWALE ANJ fgAtt.YYDRAWN Y 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) o 5Z at o o �[ 11/30/00 cIpenuir. doc 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 111.45.040), 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 located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 - 4787. (Form 11-5) 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 architectlengineer, 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 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. k'**** A** * *k* * * * * **AA*k**A * *kk* * * * *AAAAA A*A *AAAAk*AAAAA *A* AA *A AAA MTV 01 1EJKW1I A. WA Reprinted: O! /l!, /01 09:01 IRANSM11 ******** k**** AAkAA AA AkAAAA A AA AAAAAA AA*AAAAAAA *AAAA'AA*AAA*AA *Ak I IlANSM 1 Number: 1301 00611 Amount.: A . 82 ? . 50 0!)/1!)/01 09:01 Pavmcnt. Method: CI W CK Notation: 1W1 1 rl i t 311) Permit Nu: D01-109 1 y pe : I)E VPU 1*1 I )E V[ 10I 'I'IL W1 f'f I: t•i f "I Parcel No: :0 Site Ac1dr•r;4, =s : 14900 11\11 K 211F11)AN AV S 1 ot.a E few,: 6, 'it)4 . 10 1h19 Piyment. 3.1311.!its fotai At.I 1'mi.:;; 6,3t)4.10 Balance: .00 ******** ********* k** k* AA******* kk * *kk* ***k*****kkkk* *k* *AA** ** ** Account Code i)cl;cr i Est i on Amount. 000/322.100 BUN .DING - NONI;E= S 3.818.00 000 /386.90'1 S FA FF 130.11 I)iNta StJRCHAI cit 4.1;0 T •hl # ) 7 k * # ‚ O. * ± .? 4 0 0. 0 4 0 0 0 0 0 T 0 0 0 r ■ CITY OF rUgWILA. 40 b01 t 0 AA*7k7 7ft # * * Ikk1.± #..%0 0, 0 7' 0 0 0 0 0 0 0 0 0 0 0 r r 4 . 0 * 0 0 t p Or . ru.w.3141r 4.3e0or: R11 i;mcitot: 2.4f3t.7 Pwomeril Method: C.HECV Noti?1 lwr lr j Jit Permit No: 1101-10'i 1\ V. P41 NQ: S)ite AddreF.Eiz i tvi,TrAr 1 t Vr;ti.; : **f*A******sk*Mt.iktirAiss-*A1 Ac CoJi: 14,1ou PL PC - KISSIMMEBEraltak.,,a—Ale- P.. - tn tn h« ' ,t!•�«..Ter : r .IMf /f mini IoRq, .... ......'j.:J !Nr1Ra- 'it... BUILDING PERMITS INSPECTIONS PERMIT NO.: J " b ❑ 00001 Progress Inspection Status 7 4 00002 Pre-construction 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Strict ❑ 00071 Mobile !tome 'lie Down Insp ❑,00072 Marriage Lines 00090 Rested 0095 Footing Drains 00100 Foundation Footings 0020( Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00500 Shear Wall Nailing ❑ 00550 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 0055O Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ )6IO Chimney Installation /All Types 00700 Framing 00750 Roof /Ceiling Insulation ❑ 0 Floor Insulation y ! 00801 1 Wall Insulation `o ' )0802 Exterior Roof Insulation 00803 Glazing Inspection •w y, 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 0l0O0 Interior Wallboard Fastening ❑ 0100( Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- rcroof *01400 Final -Fire 01700 Final - Building 01900 Final - Reroof fr 03100 Site Visit 04000 Special- Concrete 04001 Spccial- l3olts in Concrete 04001 Special -Mom /Resist Cone Frame 04003 Special-Reiff Steel Prestress 04004 Special - Welding 04005 Special -I tigh- Strength Bolting 01006 Special - Structural Masonry 04007 Special -Reinf Gypsum Concrete 04008 Special - Insulating Conc Fill 04009 Special -Spray Fireproofing 04010 Special- Piling, Piers, Caissons 04011 Special- Shotcrete 04012 Special - Grading, Excav /Fill 04013 Special- Retaining Wall 04014 Special- Panels 04015 Special -Smoke Control System 4 TENANT NAME:; CONDITIONS 001 No changes to plans unless approved by Bldg Div 0010 Special inspection required. notify Bldg Div 001 I Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall he on site 0016 Exposed insulation backing material ❑ 0017 Suhgrade preparation including drainage. excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co 0020 Structural observation shall be provided for this project �❑— 0021 All food preparation establishments must have King Co 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete 0024 All spray applied fireproofing shall he special inspected 0025 All wood to remain in placed concrete shall he treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 11003 Electrical permits obtained through L & I 003( No occupancy of building until final insp by Bldg Div 0032 Remove all weeds, concrete, stone foundations, flat concrete Manufacturers installation instructions required on site ❑ "BTI I maximum allowed per 1997 \VA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0039 ❑ 0 A C' of () will he required for this permit 39 Final approval for all 'TI w /in the limits of the SC Mall >'0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to he in compliance with 8.2 'I �tC 1:1 00.31 Ventilation is required for all new rooms & spaces X0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected ❑ " "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector 0008 All high - strength bolting shall he special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.0.1 ❑ 0034 Removal of septic tanks require approval and compliance with King Co I lealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored....•' ❑ "Retool' x 0 ❑ 0036 .. 4.::il :. . •- '.TQ'!""'T'rwnyr- ri Plan Reviewer: Itn‘ Date: ' I 01 Permit Tech: I/ \ Date: (�/ Project: ,, arpcue /2t4 T ype ofinspettion: , riiwif,e,_ Ad ress: /V9.9-7711/0///e151/1 Date Called: /0 — - ■:)` — Spetial Instructions . Al/ ,5*, Date Wanted: /6 __„, .7.,,,_ ....--- a.m. P.m. Requester: /c) 9i/zit Phone Ncr: )3,c / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: k ( 0 pte --)ro N" (206 431-3670 T Z ( Approved per applicable codes. 0 Corrections required prior to approval. ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: - ee , c; , ,.. , ' ., e le ' , ,__ Type of Inspection: / 7 Address: ; 7,, ., /CI , / 7 ....- -5 Date Called: Special instructions: Date Wanted: !a.m. , .. oG• -- ii.tri. Wisuester: ------. Phone ;Al ' a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit rrk - Is /4 PERMIT inspector - / 2-/-6;2 -1=. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: Project Name - _ �" r -, Address f' �. FINALAPP.FRM Ciiy of Tukwila Fire Department Thomas P. Keefe, Fire Chief Retain current inspection schedule Needs shift inspection >., Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206 -575 -4439 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 7-- Permit No. Steven M. Mullet, Mayor Suite # Rev. 2/19/98 T.F.D. Form F.P. 85 COMMENTS / / / a 0 - Addres : . ...�- I/ - r .t-•-) Date called: 5- - (2? Special instructions: f £1—' Date want sf a.m. Request r: / Phone: . - •-■ t Pro' t: " (..7.4.-F,4 40,0 / / / a Type of Inspection: ......„;)-A Addres : . ...�- I/ - r .t-•-) Date called: 5- - (2? Special instructions: f £1—' Date want a.m. Request r: / Phone: . - 5") INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6390 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 a Approved per applicable codes. Corrections required prior to approval. Receipt No: Inspector: t-- C._ ! /" V $47.00 REINSPECTION SEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' Date: r it Date: 1 COMMENTS: / �'` ,�/ �G �f't^ .h , fit" r > .1l t" Type of Inspection: r t:'tyl_.k._ Addres : Date called: Special instructions: Date wanted: a.m. (! ` /g_ () r) ("p.m:? �.1� 1 , -- ;0- e -4.--- r / t � �"- - fir"', f., l „ .% / �v(.f (4s rr - � � ?, c , .1 � ,f :lr /1. _ =fi 41.4i$ , — rVM ilt- , ` 4 . 'r/ /i,f 1,, ( -s-rl1 /, ) -7 e / 2(.' °1 c--/ a e 6 , J ' t �. // l( I t >'9 t k'r�z ./ ..� '' +, ;► r2 a zx .1. / `� / 7.- / 7 1 ) / Project: �Q f / y� ! / � J f W,fri p .S4 / (,l /`( I IMIl Type of Inspection: r t:'tyl_.k._ Addres : Date called: Special instructions: Date wanted: a.m. (! ` /g_ () r) ("p.m:? Requester: Phon ;t , 'I`, 3 ' (J / `try ■ z-q INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit PERMIT NO. tX" (206)431 -3670 0 $47.00 (INSPECTION FEE ' E + UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: , rype • Inspection: ,). MS tt 'i9[ 7 /Mr IS 4-9 D / ' D _ `S ,,- Date called: _,,1 1 . Special instructions: I f Requester: Phone; 7 ---- 4j f-roject: /,t y Y),U rV l /e.‘ , rype • Inspection: ,). MS tt 'i9[ t ..,_ A¢d�ls; y ^ el /f f J Date called: _,,1 1 . Special instructions: Date wanted: 1 V e::::7 / /) , a. Requester: Phone; Lze CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Inspect INSPECTION NO. Receipt No: INSPECTION RECORD Retain a copy with permit LP oI- 9] PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: /` /.f .r ! l . r "°" )/"Z 47 i 0 REINSPECTION F REQUIRED. Prior t inspection, fee must be paid $ j Q P P at.6300 Southcenter Blvd., uite 100. Call to 5 hedule reinspection. Date: Ihr INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 fix (,)' /A 1 (,, Addressr 2 Specfial instructions: Typ of I'n'spe tion: ( , Date called: i j,.., � o f Date wanted:or 1 k / p i a y, . Requester: t/u i' Phone: .. ):g i A pproved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit Inspe • : Dat 441/4 ,/ 7.00 REINSPECT' N FEE REQUIRED at 6300 Southcenter Ivd., Suite 100. all to schedule reinspection. i rt?) I( i :IC Date: Dot-tog PERMIT NO. (206)431 -3670 - P/ Prior to inspection, fee must be paid COMMENTS: " l� L, l l . ..T . 11/ ie j.f,/, N^111 of L.r i - ee C ' / �, 6'7741, Typ;..f Inspection , A Z!) ' / 6.6 il, i.,/ 3 , �►�,,h D. . • S. I j , 7 o < -I L, C1,4 -1 .d S(41-441t- ).. r /3 L- A 4Jf -ki„ � r,.,i � ` s Lie" 47 $ 4 rf ? / 44h' r . %0e4 C`.�'/ /7 / /i) 441/ /r Yeet,/ 1, i �'7 dtJ/" ✓D l t G�f ,..-77 4 !� 'est t A 7i A a..-r,/ (4/(-- ' ,-t r9"1-1 e/ L r 0 - / ) i• J , / r.., . � s`s P oject: ei Ili 1 Typ;..f Inspection , b Ad re • � tea �►�,,h D. . • S. 2 c iut Special instructions: Date /2 1 ,a. Requester: t l J r Phone: �}� ., INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 h ( -j PERMIT NO. y (206)431 -3670 Approved per applicable codes. g Corrections required prior to approval. $47.00 REINSPECTION.!~ E REQUIRED..Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 04: OMMENTS: , /� /) t t f.5 f k: rope ..Sc ,I 4 .' 30 ..r l r ice,�,.ti _ , � 7 "4/f '` Date t.+ f�?0 / Date wanted: � /� � // f a.m. m. 10;-,2Aki T / ad / /2r? ail ,rt o 3. / Acri e ig �/ � 3, l � 5 S r k - 2 f " 04.w Foy RJ r ) 'rrv4. /2 S It s /0. 0 r r N r P oject: / / ^� (1 ?f /4 ( i C , V 71?cf //' 2- , /� /) t t Type of Inspection: _:), (7 -: f // i1 / Address: _�-- /� / 9 (JO / i\l- frY "r / 41/ Date t.+ f�?0 / Date wanted: � /� � // f a.m. m. Special instructions: Requ ter• 1 /A/ P P one: ,.., (., -,S`7 7S Z�J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. In sect INSPECTION RECORD Retain a copy with permit 1' - t9 -/() PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: ? r_a/ c / 47.00 REINSPECT! I N EEE REQUIRE +. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: e' ,Q 4 'I cJ /4. n. A) ell 1 1 rlc S l / C r Type f Inspectio,cr ,., — /7 ..% ..)i- 11/0" . -. Addr • 1' 00 .. //j k,',, .� . //it' Date called: Special instructions: (Air) / i Date wanted: // a.m. p.m. Requester: 1".,! /Al _ - Phone: t i /1 COMMENTS: e' ,Q 4 'I cJ /4. n. A) ell 1 1 rlc S l / C -S l'Y7 , . 7 - -? ; > f //, ,., — /7 ..% ..)i- 11/0" . -. r. .S 1.3^/ r? S "' - ids /./1/ ,,,,../1 _ / ' } y //t% "`.-- (Air) / i 1 S c?411 /? .t f1 vJ� r: VI " • 1 t i /1 nspecto i Date ^ 6 - 6 / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ti 6300 Southcenter Blvd, #100, Tukwila, WA 981 REINSPECTI N FEE REQUIRED at 6300 Southcentert Ivd., Suite 100. /- /OA PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. nor to inspection, fee must be paid all to schedule reinspection. Receipt No: Date: f COMMENTS: ?f , _ ( /2/ /, • [z2 -S // f r ,2 7 / r ,) /Ai,/ K` /7 1.' / 3 ' "7 - )4'',r)//'6 Address: _ I /P /e C 7/ , t/ a / —s ^" f S' ? // c.? / 0 - t'l?, )n. twY(w /) Special instructions: Date anted a.m. Re • uester: M Phone: ' - ��9O - is t' -- "�, project: 1 `"1 '1n n k v I / / z <L pe of Inspection: C!_ cc I l t ;e Address: _ I /P /e C 7/ , t/ a / —s D e a: 7/i lled . Special instructions: Date anted a.m. Re • uester: M Phone: ' - ��9O - is 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 Approved per applicable codes. ❑ Corrections required prior to approval. 1 0 -t1 c Date: ei/ p 47 0 REINSPECTION EE REQUIRED. P or to inspection, fee must be paid a 6300 Southcenter Blv ., Suite 100. C Ca I to schedule reinspection. c i t No: Date: Re e p COMMENTS: %.$ / 4 et f ..., . . . r r )9S 61 14 / -s rr-0,6 / /4 // '// n~7' t , 4 f / d79' / . : a r a� P h M 171 / A /2/ S / - J .64 a ' ' o 1 • Requester: ' • rt/ P ,..-. Phone: , r ' .4 ,:a ,7 - .r. Project: . //"" 0,,q (/ ,04//teee /`) /,3j Type of„(ns ection: ,/7 —1-4/474--.. �A / /�J»� %" D ate called:., S i r 5 ....../ ' 4s: C Addre .,�- O --/Abi ► rub"/ Special instructions: . Date wanted: S P.m. Requester: ' • rt/ P Phone: , _ .�Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY Of TUKWILA BUILDING DIVI§:CON 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. specto eCeipt No: 1 (206)431-3670 PERMIT NO. Date: 1 9 – a 0 REINSPECTION FEE REQUIRED. Prig to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call j6 schedule reinspection. Date: 1/A 4 Project: )( r /(,2 Type of I spectio :, .. Adfress: - / C ; itki , its 4 ✓. } D c.I I Special instructions: Dabt IA -: 0/ err p .m. R eque ter: 1N ltLirU. Phone: J INSPECT!t7N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0:j\ Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit - 1CM (206)431 -3670 Corrections required prior to approval. "C /610 0 / 65 )Al L .. ; 7/'P fr) Date: n 'e .r: /A/t4 ') / ? vt U �r / * 7.00 REINSPECT ' • N FEE REQFJ) ED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 140. Call to schedule reinspection. Date: PERMIT NO. Pr t: .... , C e p ` zck c/11 /'� _ Ty e of Inspection: 0.,1 V . a (I lGZ:u 21,l I .l ( 1. (P ? , , Late called 0 Date wanted: (m.� lit (Qr m. Address: go d' S instructions: Requ ter: 11) ! -1►' Phone: L INSPECTION NO. COMMENTS: IF, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 i Date` _ ; 7 - CD/ • a pproved per applicable codes. Li Corrections required prior to approval. 4/ / ' 7)/4 r' ., / P' / -- i / ivenv ,‘ r $47. ' I REINSPECTION I E ' EQUIRED. Prior o inspection, fee must be paid 4,6 00 Southcenter Blvd., S ite 100. Call t schedule reinspection. -Recpt No: ! Date: R COMMENTS: / Q Air MIERIEMMINEWAINMEM A ss 1 CO It +.. , • ti 7 (h J t/� r' € / P'r ver.6 //T P P i" r r- e,9 /./s . Date wanted: I/DPI a m. ��• D Requester: ri / a , / / ♦ •111/6/ r 4/ ��/ i ft-7 7 / 2 Ar)-, n A i ( -) /Q Fs/ .J ?i S /c EOM Pr ' t: 0 C Ptk4 7 e of Inspection: 7U1i 1 erf • G A ss 1 CO It +.. , , Date called: . 4.tffie S , NO i Special instructions: Date wanted: I/DPI a m. ��• D Requester: Phone .•r`" q C7 -7' 33 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspe cn r.t.t fC.t $47.00 REINSPEQTION FEE REQ at 6300 Southcenter Blvd., Suit 00. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 proved per applicable codes. J Corrections required prior to approval. Date: -- /n — a RED. Prior to inspection, fee must be paid COMMENTS: Type of Inspection: r R AM s NJ t.., ! t''445 t ( Id . Address: Date called: D m-r t -.7 D ktc' ./ F La) ( r - Rt M;c 4 •� 0 _ a.m. Requester: % Phone: to CC C:d - ? j o ` Oe l j i r 1+.)- ( 2 r L c fZ Q 42- IN r-) 2 — (a 2 Project: . r'.... A 7 Type of Inspection: r R AM s NJ t.., ! t''445 t ( Id . Address: Date called: Specia instructions: Date wanted: _ a.m. Requester: % Phone: to CC C:d - ? c INSPECTION NO. I a INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 tit . Approved per applicable codes. 7.00 REINSPECTION EEE REQUIRED. Prio to inspection, fee must be paid / at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. L Corrections required prior to approval. I Date: Date: (206)431 -3670 Project: Type of Inspection: - .%t re SAP' Address: ef too ,-11444.1144644 , ate calleZ9: , . g ( 30 ( U 1 Speci9l instructions: * Date wanted: a m. 3 U Requester: LA � Pho INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION y 63?0 Southcenter Blvd, #100, Tukwila, WA 98188 <;i,3 i` /00 Date: �'J 1lj` Dot -01 PERMIT NO, (206)431 -3670 Approv • er applicable codes. J Corrections required prior to approval. OMMENT -� El $47.00 R INSPECTION FEE" EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: p. 'mac- rtt�tCCV\ V� `�� P (Ct? 6 . Type of (ns ection: 1 +I .../r Su_ FTPAnN 4 A fr`1 G (9 i t ik (!f` r 1 th/S _r, Date ail i-1 c Special instructions: D to �antea.m. "' 13 CIO ! Cp Requester: Phone: rat -- .1(..' ; - 1 3? ito INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No: Inspector: `,.titer 1..01f INSPECTION RECORD Retain a copy with permit ��(� v.)rte P r/06 'r .n -r V I Date. I Date: PERMIT NO. (206)431 -3670 .00 REINSPECTION E REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Cal to schedule reinspection. 0,1) COMMENTSy / s l- r T pe of Inspection: - r t�+ - _ r • ' 4 7 1 . 4 � r LL, it / ( t •'j;yC. -t •, Specia instructions: ( ' L- 1 .44 -7 3 - 1k... _241 1 . Date wa '''). p.m. 1 I . 1 eke i-- - Y fJ 751. -� ��! �., rr lJ / ZAce I 1 f .jt�t ,/ / r1. - , . /ti t. f 1%)/e/13 // ta.„4-7 2 3 t/ �� ,-", I ' • ject: Ara t L T pe of Inspection: - r t�+ - _ r • ' 4 A • • red: 4. . i 1 . 4 _ J a. Dat • called: .+ , LL, it / ( t •'j;yC. -t •, Specia instructions: ( ' L- 1 .44 -7 3 - 1k... _241 1 . Date wa '''). p.m. Reque ter: _ ? Y fJ 751. -� INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspector: proved per applicable codes. Corrections required prior to approval. Date: Iar ='io y PERMIT NO. (206)431 -3670 n $47.00 REINSPECTION FE - ' QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i ')link cr - A77X P41 - Ty f Inspection: Ty nIIM1T 17 f ) 7s • �.. Toel4P,94d Al D a c led: Special instructions: , � y- � Rae "t /a) 1. /' Z - . D anted 1 a.m. p.m. Re tt)e uester: YN E. Zee) 32O -7 S - 33 INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS/ or L 7 C L '1 // Inspector Receipt No: INSPECTION RECORD Retain a copy with permit X1ZA /;# e4a Date: Date: Doi- - 10 / PERMIT NO. (206)431 -3670 Corrections required prior to approval. t c' -�/ -? -2-tto $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid -• at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P eject• .. l/ -/C , �t ? ddress: T e• a of Inspection: -- (e. /4.1 / [7( Date ca )led: Special instructions: Datew nte F)7 /C/ F)it Request : l? G /-E- h e: 00 —39() -- 7C 3: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 tgl Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit 0"c) Do 9 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Axed Inspector: � Date: $47.00 EINSPECTION FEI SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • .oject: t - tit � (. in Cf( ... Type of Inspection: - )rt 1 '� d ess: t ,� 0 .. O Nt t ��r 1 t'1' i 'I S Dategalled: t /17 / I Special instructions: at/ 2 cfCI want d: (Lm p.m: Requester: Phone: Nr ~ ''(I f — 75 `3 i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION �„ \ J 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Approved per applicable codes. COM ENTS: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. - / 444/ Inspector: Date: PERMIT NO. ` tom, /(-1 n $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: .. Type of Inspec i : --r~ A dr �s• • f !CC .7r t1�is,. ,�, Days r: Iced: : / Special instructions: D.. antecj: (L I(C ![)I a.m. P•111. Requester: Ph /). ( AO ` 7r - r --7& 3 INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval 14 AWaillifillffitailir El $47.00 REINSPEC ON REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1 V P) (206)431 -3670 PERMIT NO. Receipt No: Date: •rojec • - k t . zt T ,e of Ins ectioq• _ 4 , 1 6 / ! ... ) i Ad, ress: /Of 114( rvrimr14v. D c led: /f /0) Special instructions: nte Date; PI d . � t Req ter: t._a 1 C ..- Phone: _= 7111c .3 /!7 INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMME PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector. I� ! Date: • "7 / _ $47. REINSPECTION EEE REQUIRED. Prior to inspection, fee must be n Q P paid P at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 ,z, P oject: ,,,� L wd e Q yrikr 'Nat Type of Ins .ec ' . w„.rr••aMrlftCOs1rrok'.*►-. r — d � ss: r r !ilia A A. a J Date c • led: , p • as instructions: Da' 4 r. e7 a.m. } Qeq ester. 1 CC VI i Phone: ' t INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 (,1 /21 plAre.4 ,4) Inspector: El $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: O A ... proved per applicable codes. El Corrections required prior to approval. Date: PERMIT NO. COMMENTS: 0-2-11 1'' t j}{ tCP4 Ty a of Inspection: 1-(a if t r).3 d pss: x'29 c - Special instructions: - r r nte Da am� o /0/ p.m. R a e ster: Phone: _ gC _ > cit�- ts53 •• _ e t - 2.c. - )7/ot 4 t. )_. f s, t ` J Jr ' 3 !-_,_ 7,. : //- i76-tn - ee 4 -; v ,4 r ''L / 14 YP G✓, ^ - __ /\ P oject: U 0-2-11 1'' t j}{ tCP4 Ty a of Inspection: 1-(a if t r).3 d pss: , Dat called : Special instructions: nte Da am� o /0/ p.m. R a e ster: Phone: _ gC _ > cit�- ts53 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 at 6300 Southcenter Blv INSPECTION RECORD Retain a copy with permit • 1 01 PERMIT NO. Suite 100. Call to schedule reinspection. (206)431 -3670 l UP Approved per applicable codes. Corrections required prior to approval. EINSPECTION REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: COMMENTS: Type Inspection: / / , e / . (t/'''' / ' e"J /c'") Address • _ /°� l 00 'n/f't ? ,jfrni 424// Date called: 7 - .2 r - o / __ Special instructions: e _ 4 / ( ;-- ' ri )./.? 2 ,-- /- / vi /e TA/ - ..- ; r . _ / 2 ( ?F( /(/©a Tr, Pi ` Syr)/7 PM7 /t2 v ,/ . .. S / / } C Ar/ uF Alt) 6 L-t/ 43 (2c v,4 ? Project: / / ' " /� -, /t✓./r,r z Type Inspection: / / , e / . (t/'''' / ' e"J /c'") Address • _ /°� l 00 'n/f't ? ,jfrni 424// Date called: 7 - .2 r - o / __ Special instructions: Date wanted: a.m�,) 7 - .2 7 0 / p.m. Requester: � /1/6 Phone: o 6, - 57 , v - 2.3 3 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspe`cto S4 ---' at 6300 Southcenter Blv Receipt No: Date: INSPECTION RECORD Retain a copy with permit 444 icy. - Date: JO /- /c2 (206)431 -3670 p pro v per applicable codes. Corrections required prior to approval. 27 0 REINSPEC T I ON EREQUIRED. Nip f to i inspection, fee must be paid ., Suite 100. Call to schedule reinspection. Pr yrct: .0 ' f ! _ zc4 Type of Inspection: l'' Y . r k - Address: Date called: S eci I instructions: Date wanted: i a.m. Requester_ tdc.! /_ Phone: dd 7 •••• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Dor PERMIT NO. (206)431 -3670 U Corrections required prior to approval. gier 6ae mah* • w65re,e,44a, E")(c60 0 Inspector: Date 7 Z©-2.' U $47.00' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 7J- tNSPECIION NO, INSPECTION RECORD Retain a copy with permit PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 " Pect: _, , of I of Inspection: t ! c Date alled: fI / Date wanted: /( 2 / Requester: Phone: LL, (- ft! a.m. 7 Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. t,K v Inv .- W 73 VtCtt 1 Dater 13 01 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: �- — 0 V -...)C7,y.. p x .et---ii)v wIdl ; l L Lt * . I Address: 1 4 eon. t4er'ui?c,• Date called: t t‘ - - . r . r - _..,,,. i a.m. Requester! 41 4...11 I> Lik r ,\ y \ 'W 1•�� l P - - ' k-- -- -te VIA (. L i I" ,-- 1� 4/74 reS Cc Y'cl'1 Ye s,FC C '1 - 1 c it ev i -=a,6-, •, 1 Pro'ect: a, ti .. Type of Inspection: r : .. * . I Address: 1 4 eon. t4er'ui?c,• Date called: Special instructions: Date wanted: a.m. Requester! 41 1ne Phone: 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431- Corrections required prior to approval. Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 7 Receipt No: Date: it 00 co 0 (o W tO la t' W �UU Q O t W 1 O W z 0 COMMENTS: Typ of Inspection: t- r a . vii ( / .." / 4 / - C e 4.,• . ..._ _ .. /! / ! • .rte. �r A Requester: !` 2) i►'' COt --�r 5- r 7 J e i-r-f � 7,_. - ... i 1� ." e ,c, 444 >z-Ae,14, s Z.ri.4-- 7 /'2 c2 <`,r'r -? hied-C- L, _. -- s P eject: 5o `thO Q,144 - T i c{Zcc. Typ of Inspection: t- r a . vii ( / Address: f L/C1t') _1 rvurizei AY- D c Iled y o 1 n Special p ecial instructions: D Date me : 7// A Requester: Phone: ti ,✓J .IS�� ,9 cer : — 0 /0 [��+ . 7 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Date: CJ� PERMIT NO. (206)431 -36 0 Approved per applicable codes. Corrections required prior to approval. 7 $47.00 REINSPECTION E.Efe SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr • t: C / P a ze Type of Inspection: 1' _� _Li(fi, -'irrf cieei Address. I 00 art kt (--- Date called: -Q._, c Date wanted:/ ., U l u 0 / t' ()I �fa.m . 7 ) Special instructions: - C LCA 4 . - Requester: —. S.: J 1"0-t. `c i l P ) -.Z. `9b •- 7S3 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ` (206)431 -3 Approved per applicable codes. COMMENTS: I INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. 1 7 I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee just be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: l ej f ) ,,:>/) e o r ns s ection r y� �ry (� � 7 A d i tia1 piv( Dat e caled: l � . b 1 /0 f Special instructions: 04 t 6,• Z ' cX Date wanted: , 2� �/a m�) p.m. Requester: Phone: s J+ 40 755 z — 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit iag PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codef.) 0 Corrections required prior to approval. COMMENTS: . G , 4mac' 41 .A t v\ $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: gject: Type of Inspection: I Ad ress: i f , 0 0 ...4 -erfe wt x.Y1 A s. D to called: e. N. c • 4 -a .m t p.m. S pecial instructions: et .-a) t Date wanted. Po t1 ( op 3 g0 '79$ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188',\ (206)431 -367 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Date: .— PERMIT NO. Corrections required prior to approval. Inspector l I it/ l / , n $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: MG:mg SDP.DOC cc: Steve Lancaster, City of Tukwila STATE Of 1VASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional (Mice • .1190 160th Avenue St • Bellevue, Washington 9110011.5452 • 1425) 649- 7000 April 10, 2002 ce 111 v O Lyle Schneider N w JSH Properties u� z 14900 Interurban Ave. So., Suite 210 to Tukwila WA 98188 w (� J Dear Mr. Schneider: u. (0 The subject Shoreline Management Substantial Development Permit, to upgrade the existing landscape plan by the addition of plant material, repair of portions of existing asphalt trail and o installation of an underground irrigation system at 14900 Interurban Ave. So. within shoreline v jurisdiction of Green River, has been filed with this office by the City of Tukwila on April 8, u. 2002. z tii The development authorized by the subject permit may NOT begin until the end of the 21 -day appeal period, April 29, 2002. The Shorelines Hearings Board will notify you by letter if this Z permit is appealed. Other federal, state, and local permits may be required in addition to the subject permit. Re: City of Tukwila Permit # L01 -073 LYLE SCHNEIDER - Applicant Shoreline Substantial Development Permit # 2002 -NW -40019 s APR 1 5 207 .' COMUNI t • •. • iE11EL ( 0 I PMr:t -t If this permit is NOT appealed, this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely, M iefi e6 ,6,s, ID Marcia Geidel Shorelands and Environmental Assistance Program April 5, 2002 Wayne Fortenberry P.O. Box 1062 Kent, WA 98035 Dear Permit Holder: City of Tukwila Department of Community Development RE: Permit Application No. D01 -109 14900 Interurban Avenue South In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to May 26, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. 1301 -109 Bob Benedicto, Building Official Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 TO: Protect File Number: Applicant Type of Permit Applied for: Protect Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District City of Tukwila Department of Community Development Tor -Jan Ronhovde, Applicant King County Assessor, Accounting Division Washington State Department of Ecology Agencies with Jurisdiction All Parties of Record NOTICE OF DECISION This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION L01 -073 Tor -Jan Ronhovde, The Ronhovde Architects, Inc., as agent for Lyle D. Schneider, owner Shoreline Substantial Development Permit to upgrade the existing landscape plan by the addition of plant material, repair of portions of existing asphalt trail and the installation of an underground irrigation system. 14900 Interurban Avenue South DR -033 -79 Regional Commercial Mixed -Use ( "RCM ") II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Community Development Director has determined that the application for a Shoreline Substantial Development Permit complies with applicable City and state code requirements and has approved that application, subject to any conditions which are set forth in the Decision based on the findings and conclusions contained in the staff report. The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor Steve Lancaster, Director April 5, 2002 4- Notice of Decision Shoreline Permit L01 -073 April 5, 2002 III. YOUR APPEAL RIGHTS One administrative appeal to the Shorelines Hearings Board of the Decision is permitted. Any person appealing to the Shorelines Hearings Board may raise certain SEPA issues as part of the appeal to the Shorelines Hearings Board. Appellants should consult the rules and procedures of the Shorelines Hearings Board for details. Department of Community L.'velopment City of Tukwila IV. PROCEDURES AND TIME FOR APPEALING The requirements and procedures for appeals to the Shorelines Hearings Board are set forth in RCW 90.58 and WAC 461.08. V. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the Shoreline Substantial Development Permit are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m, and 5:00 p.m. The project planner is Deborah Ritter, who may be contacted at 206 -431- 3683 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. April 5, 2002 City of Tukwila Department of Community Development Steve Lancaster, Director Tor -Jan Ronhovde The Ronhovde Architects 6625 South 190th Street, Suite B -105 Kent, Washington 98032 VIA FAX 425 -656 -0501 Re: Design Review (DR- 033 -79) Southcenter Plaza 14900 Interurban Avenue South, Tukwila Dear Mr. Ronhovde: Your December 21, 2001 letter and revised plan sheet proposes changes to the design approved by the Planning Commission in 1979 under File No. DR- 033 -79. In particular, you have proposed to upgrade the landscape to complement recent improvements to the building (necessitated by the February 2001 earthquake). The landscape improvements include a significant increase in the amount of shrubs and ground cover around the building perimeter as well as an increase in the number of trees along the Interurban Avenue side of the property. Due to the site's proximity to the Green River, a Shoreline Substantial Development permit was required for these proposed landscape improvements (File No. L01- 073, issued on April 5, 2002). Per TMC 18.60.030(D), the proposed landscape design is approved as a minor, insignificant modification which will have no impact on the project design. Accordingly, review and consideration by the Board of Architectural Review is not required. These changes should also be reflected in your application for a Miscellaneous permit with the Public Works Department (which is required for installation of the irrigation system). Sincerely, Nora Gierloff Planning Supervisor cc: Deborah Ritter, Senior Planner Joanna Spencer, Associate Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor Send to: CITY Of TUKWILA From: Wayne Fortenberry Attention: Ken Nelsen Dote: 10 -17 -01 Office Location: BUILDING DIVISION Office Location: Tukwila Fax Number: 206 - 431 -3665 Phone Number: cell 206 - 390 -7533 Oct 17 01 09:34a L D Schneider Fll.�CP 0 Urgent O Reply ASAP O Please comment Please Review O For your Information Total pages, including cover: • Comments: Re Revision # 3 on Permit D01 -109 TWF CO4ISTRUCTIO4; PO BOX 1062 KENT, WA. 98035 253 - 638 -6431 206 -242 -4271 Ken, As per our discussion this morning the was that we are removing don't line up with our New exterior and some are beat up pretty bad so we ate removing them so we can get a cleaner look for showing. As I said the spaces involved are vacant. Thanks, Wayne`F6rienberry 206 - 242 -4271 p.1 RVSION NO, Dot CO lob z �w UO N LL w 0 ICJ • w n o O - of w O .z U u O CITY OF TUKWILA Id: routl30 Keyword: UACT User: 1165 12/27/01 Activity document routing maintenance. DEVELOPMENT PERMIT Permit No: D01 -109 Occupant: SOUTHCENTER PLAZA Status: ISSUED Address: 14900 INTERURBAN AV S Route: 1 Current Route Line: 12 of 15 Packet Units Description Station Status Received Assigned Complete Packet Units Action Station Initials Status Received Assigned Completed ROUTE 05 00 C STRUCT BLH Approved 04/19/01 04/20/01 05/07/01 Priority (0 /low..9/high): 0 Regular hours (HI- I.MM): .00 Overtime 1-Iours(HH.MM): Comments 1 [SENT TO DAVE SWANSON @ REID MIDDLETON FOR STRUCTURAL REVIEW ] 2[ON 4- 20 -01. 3[ ] 4[RECEIVED APPROVED STRUCTURAL PLANS FROM REID MIDDLETON ON ] 5[5 -7 -01. BLI -1. ] 6[ 7 [ 1 8 [ l 9[ 1 10[ ] F 1 =Help, F6 =Edit Date, ESC =Exit current screen. CITY OF TUKWILA Id: rout130 Keyword: UACT User: 1165 12/27/01 Activity document routing maintenance. DEVELOPMENT PERMIT Permit No: D01 -109 Occupant: SOUTHCENTER PLAZA Status: ISSUED Address: 14900 INTERURBAN AV S Route: 1 Current Route Line: 14 of 15 Packet Units Description Station Status Received Assigned Complete Packet Units Action Station Initials Status Received Assigned Completed PC 01 00 C PC BLH Approved 05 /14/01 05/14/01 05/14/01 Priority (0 /low..9/high): 0 Regular hours (HI-I.MM): .00 Overtime Hours(HH.MM): Comments 1[FINAL ASSEMBLY BY BLH. ] 2[ 3[ ] 4 [ ] 5[ 6[ 7[ 8[ 9[ ] ] ] CITY OF TUKWILA Id: routl30 Keyword: UACT User: 1165 12/27/01 Activity document routing maintenance. DEVELOPMENT PERMIT Permit No: D01 -109 Occupant: SOUTHCENTER PLAZA Status: ISSUED Address: 14900 INTERURBAN AV S Route: 1 Current Route Line: 3 of 15 Packet Units Description Station Status Received Assigned Complete REVIEW REVIEW 1 04/12/01 REVIEW 1 04/13/01 REVIEW 04/18/01 REVIEW 1 04/19/01 REVIEW l ROUTE 04/19/01 ROUTE 1 05/11/01 ROUTE 2 ROUTE 3 ROUTE 4 ROUTE 5 05 /07/01 PC CORRECTION LTR PC -BLI-I Passed 04/19/01 .. /.. /.. 05/14/01 PC 1 ASSEMBLY OF PLAN PC *BLH Approved 05/14/01 05/14/01 05/14/01 PERMIT CENTER CNTR -JTD Approved 04/10/01 04/10/01 04/10/01 TUES/THURS REVIEW -BLH Approved 04/10/01 04/12/01 1 LETTER OF COMP PC *BLH DENIED 04/12/01 04/12/01 PERMIT CENTER CNTR -BLH Approved 04/18/01 04/18/01 TUES/THURS REVIEW -BLH Approved 04/18/01 04/19/01 1 LETTER OF COMP PC -BIM Passed 04 /19/01 .. /.. /.. 04/19/01 START /END ROUTE START -BLH Approved 04 /19/01 04/19/01 BUILDING REVIEW BLDG -KEN Ap Cond. 04/19/01 05/11/01 FIRE REVIEW FIRE -512 Passed 04/19/01 .. /.. /.. 04/19/01 PLAN REVIEW PLANNR -DAR Passed 04/19/01 .. /.. /.. 04/19/01 PWD REVIEW ENG -LJM Passed 04/19/01 .. /.. /.. 04/19/01 STRUCT REVIEW STRUCT *BLH Approved 04/19/01 04/20/01 F 1 =Help, F6 =Edit Date, ESC =Exit current screen. Route item edit is CANCELED. CITY OF TUKWILA Id: rout130 Keyword: UACT User: 1165 12/27/01 Activity document routing maintenance. DEVELOPMENT PERMIT Permit No: D01 -109 Occupant: SOUTHCENTER PLAZA Status: ISSUED Address: 14900 INTERURBAN AV S Route: 1 Current Route Line: 3 of 15 z Packet Units Description Station Status Received Assigned Complete 4.j Packet Units Action Station Initials Status Received Assigned Completed REVIEW 01 01 C PC BLH DENIED 04/12/01 04/12/01 04/13/01 Priority (0 /low..9lhigh): 0 Cr Re hours (HH.MM): .00 Overtime Hours(HH.MM): Comments I [INCOMPLETE LETTER #1 MAILED TO WAYNE FORTENBERRY co ON 4- 16 -01.] w 2[BLI-I. ] 3[ ] 1 4i 4[DENIED: BUILDING (RSB) ] - v 6[ ] 3 o 7[ ] WW 8[ 1 > a o[ ]] §D t w w F1 =Help, F6 —Edit Date. ESC =Exit current screen. z 14, Send to: CITY OF TUKWILA From: Wayne Fortenberry Attention: Ken Nelsen Date: 10 -17 -01 Office Location: BUILDING DIVISION Office Location: Tukwila Fax Number: 206- 431 -3665 Phone Number: cell 206 -390 -7533 Oct 17 01 09:34a L D Schneider O Urgent ❑ Reply ASAP O Please comment IL Please Review O For your information Total pages. including cover: Comments: Re Revision # 3 on Permit D01 -109 TWF COr4S1RUCT1Os4 PO BOX 1062 KENT, WA. 98035 253 - 638 -6431 206 -242 -4271 Ken, As per our discussion this morning the walls that we ore removing don't line up with our New exterior and some are beat up pretty bad so we are r emoving them so we can get a cleaner look for showing. As I said the spaces involved ore vacant. Thanks Wayne`f'f:rtenberry 206- 242 -4271 p.1 • r. i 110 ref. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director It 2 UO 2 w w 0 ur < H u. w z U N The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision O block. If your revision does not require revised plans but requires additional reports or other z documentation, please submit four (4) copies of each document. October 4. 2001 Mr. Wayne Fortenberry P.O. Box 1062 Kent, WA 98035 RE: Letter of Incomplete Revision #2 Development Permit Application Number DO1 -109 Southcenter Plaza 14900 Interurban Ave S Dear Mr. Fortenberry: This letter is to inform you that your revision 42 received at the City of Tukwila Permit Center on September 27, 2001, is determined to be incomplete. Before your revision can begin the plan review process the following items need to be addressed. Plannine Division: Deb Ritter, Associate Planner, at 206 -431 -3663, if you have any questions regarding the following: 1. See attached letter. 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 -3684. Sincerely, XCCI. I i i, i, C ,ICI LA-i - 't' Kathryn A. Stetson Permit Technician encl File: Permit File No. DO1 -109 6300 Southcenter Boulevard, Suite =100 • Tukwila, Washington 98188 • Phone: 0o --131 -3670 • Fax: 206-431 -3665 September Gam. 2101 Owner : Mr. Wayne Fortenberri P.O. Box 1062 Kent. WA 98035 VIA FAX 206 - 242 -4271 Gentlemen: City of Tukwila Department of Community Development Re: Scuthcenter Plaza 14900 Interurban Averue South Cn April 11, 2001 turder Building Permit D01 -109), the Cecarrnert of Community Development approved the removal of brick and glass and reiatec building repairs in connection with the February 23th earthquake. Prier to cur aperoval of :hat building permit, Ronhovde Architects confirmed that no oranges or alterations wculdce made to the landscaping. As we advised at that time, the original building and surrouncing landscaping were approved by the Board of Architectural Review in 1979 Any changes require prior approval under TMC 18.50.020(D), It has been brought to my attention that you have completely removed the !andscacing located along the budding perimeter, have dug trenches cn the river/yard side of the building and have removed three street trees. I verified this in the field today. This work requires prior approval by the Departments of Community Development and Public Works. You are to immediately establish temporary erosion control measures to prevent sedimentation off-site, into the Green River and into existing storm drainage facilities. These measures are to be in accordance with the 1998 King County Surface Water Design Manual. Implementation of these measures are subject to review and approval by the Public Works Department and the Fisn Biologist. The Public Works has the following additional comments: • From May lst through September 30th. inspect and maintain temporary erosion prevention and sediment at least monthly. From October 1st through April 30th. you must cover any slopes or stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unwcrked for greater than 12 hours. During this time period. cover or mulch other disturbed areas if they 'Mil be unwcrked more than 2 days. 0300 SoL'r.Zc'nter 3oulevard. Suite 4100 • 711.<w11a. ;Vsshin,ron Q81dd • ?hone: 2 Oo --t3 3o70 • F3x: 2 00 Acent: Tor-Jan Ronhovde The Ranhcvde Architects Inc. 6625 S. 190th St. 48 -1•05 Kent. '/VA 92032 VIA FAX 4 25-55-3-0501 Steven M. ;tifullet, Mayor Steve Lancaster, Director . Wayne Fortenberry Tcr -Jan Ronhovde September 25, 2001 Page 2 f Covered material must be stockpiled cn site at the beginning of this period. Inscect and maintain this stabilization weekly and immediately before. during and immediately following storms. All disturbed areas of the site shall be permanently stabilized prior to inal construction approval. Please contact Joanna Spencer, Associate E ngineer at 206-433-0179 immediately regarding ycur compliance with these requirements. The following will be required on or before October 9, 2001. If this information is not provided by that date, this matter will be turned over to Code Enforcement and the Department of Ecology. 1. Application for a Shoreline Substantial Development Permit. Copies cf this application packet can be obtained through cur website: www ci.tukwila.wa.us. Please contact me as soon as possible to discuss the requirements of this permit. 2. Request for administrative approval of proposed changes to the existing landscaping, parking, lighting and screening of service areas under TMC 18.60.030(D). Your proposal for street tree replacement and other improvements in the right -of -way must also be approved by the Public Works Department. No further landscaping or associated work within the Shoreline Zone is to occur until the necessary permits and approvals have been obtained. Your application for a sign permit has been put on hold until such time as your proposal for site work has been approved. If you should have any questions, please contact me at 206- 431 -3663. Sincerely, Deborah Ritter Associate Planner cc: Jack Pace, Planning Manager Robin Tischmak, Senior Engineer Joanna Spencer, Associate Engineer Jill Mosqueda, Associate Engineer Minnie Dhaliwal, Associate Planner Project: Address: Client: Contractor. Inspector and Date Rabe 8 -31-01 Conies to: Report Number. 006 Inspection(s) Performed: Brick Veneer Ora CAMor OTTO ROSENAU & ASSOCIATES, INC. South Center Plaza 14900 Interurban Ave. Tukwila TWF TWF Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle. Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Permit Number: Job Number. Architect: Engineer: Remarks Reviewed by: Visser Spot check at owners request: Masons are laying brick veneer at about the middle to the south end of west wall. Mortar mix is type S % SK lime cement about 22 shovels sand (typical mix). Masons said they are incorporating control joist about every 30' of installing weep holes. Noted about 1" air gap between brick sheathing per plans. Brick Is fastened to sheathing with #9 wire ties and dips '4 of west side were being pressure washed at time of visit. Masons predict completion about September 18. Methods and material appear adequate during site visit. SEP 1 7 2001 COMMUNITY DE ,,irLOPr.) 't!T This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: F -104 Revised: 09/13/01 Owner x Contractor x Architect x Building Dept. x Engineer Project: Address: Client: Contractor. Inspector and Date Rabe 8 -31-01 Conies to: Report Number. 006 Inspection(s) Performed: Brick Veneer Ora CAMor OTTO ROSENAU & ASSOCIATES, INC. South Center Plaza 14900 Interurban Ave. Tukwila TWF TWF Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle. Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Permit Number: Job Number. Architect: Engineer: Remarks Reviewed by: Visser Spot check at owners request: Masons are laying brick veneer at about the middle to the south end of west wall. Mortar mix is type S % SK lime cement about 22 shovels sand (typical mix). Masons said they are incorporating control joist about every 30' of installing weep holes. Noted about 1" air gap between brick sheathing per plans. Brick Is fastened to sheathing with #9 wire ties and dips '4 of west side were being pressure washed at time of visit. Masons predict completion about September 18. Methods and material appear adequate during site visit. SEP 1 7 2001 COMMUNITY DE ,,irLOPr.) 't!T This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: F -104 Revised: 09/13/01 September 6, 2001 Attention: Quality Control City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Southcenter Plaza Permit Number: D01 -109 Address: 14900 Interurban Avenue, Tukwila Job Number: 01 -289 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and speca icutions and the applicable workmanship provision of the building code. Our knowledge is limited to the contents of our handwritten reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Epoxy grouting 4. Strap welding 5. Cross brace connections Sincerely, OTTO ROSENAU & ASSOCIATES, INC. 3uca,n pf,Du Susan Rosenau -Moser Vice President 5RM/sem cc: TWF Construction OTTO ROSENAU & ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory RECEIVED CITY OF TUKWILA PERMIT CENTER Sp toj ly 5P< < dr5 C 0 v \C — 4 c v.-Sur SA--e-Q\ s &S t .\ %\ S-{ Y D �nc� -L \"Dc - 4 - t v� G V V C�� v c1 MCkSa p02-C D frc t: - l l OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory September 6, 2001 Attention: Quality Control City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Southcenter Plaza Permit Number: D01 -109 Address: 14900 Interurban Avenue, Tukwila Job Number: 01 -289 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to the contents of our handwritten reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Epoxy grouting 4. Strap welding 5. Cross brace connections 6. Masonry ties Sincerely, OTTO ROSENAU & A5SOCIATES, INC. 5uoan Plartuk_mo2iK Susan Rosenau -Moser Vice President SRM/sem cc: TWF Construction RECEIVED LUU1 Zv i i � C0MMUN;TY i)Ei.►ELOPMEN' Job Number Report Number. Permit Number. . .. _; r.., ..., . • .. t � ' ': j ., s p •frew` "+n u: ' _ i +i ;.cv ,- ;:. -_ Project: , � u C - �V. /1 ( Architect: Engineer. Address: Client: Contractor. Date: 0 S I r C. - - -- Inspector. '3 ,0 { ,_y � }' x.�,v "a _ i rF`f. t Reinforcing Steel • Nailing Fireproofing -Anchor Bolt Installation Structural Steel EredionNVelds Steel Decking Epoxy Grouting Structural Steel Fabrication Other (specify below) r-r" L'*- I. AA- S t (...t t k c • I-. 0 L„ InJL .4 f e tl�J ° .. l a 4 < • r ct-+- w tr 4. / ' c 1 -. lr1-a -5 Q a- i Ca AL.-/ - d --,. t t` . 1- I-1 e.___,. ' t. i ( , ".44 et r leA r tiy.l t ( j r -' _LP 1 2. f l c S C 1- .... O. G .. I .,.A ! / . -/ N 1 c. / ')pi , 4 ) i x .' ( tV i' A #' ft t'' v 1'v • -t. I f 4.1- ..Q .. \ .. I G(/ c a 4 J 4. /" "SIB eu 1 05 /' c t t 1 S k w k'" »rr4 a 4 .) .It a" t, La,1 • S'ct L J 006, ) c l ca 1 • r1_ l s ct • v - / e• et' J Ct I�jrt ..1, 1 . J C \lt' -k-.. 3 A 't ..,s j• t . : / i `4. /Z. c ♦. / 4 L1 t .r it ,� to , h /, t Y f ) /:•► , 71♦toa 1 - . j f f . •:.,.c (tjJ .,.. g..• g..• t t 4. r 1 9 / . t 1 ` _- c • - . - - j lt• C i /��j ) I -••• e Gus c f / cw 4 ;• i 74 le CA v I t 1 o tA.,e- % (" S 1 . U I . 1, t. r i". r. /. t r lt.!-,1 4•0 !• / C '1Kn 'AAA - r ) . s ' t ' ,._ !A rt. f o'. r 1. f ! o �.. j. I - I-. � ... -t gar (- u ..� {" S� jf /- _a , fri • -! 1 x\ c eii 4 `/!'✓e( ✓Y.'r../4. t`9 - ir.' Qr /!ry lc.. ' L-.-- t/' s ' I . • FIELD INSPECTION REPORT OTTO ROSENA U & ASSOCIATES, INC This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO - 4 -US -• Fax (206) 723 -2221 Reviewed by: Project: Address: Client: Contractor. Inspector and Date D. Johnston 6 -28 -01 to: sim----mi• OTTO ROSENAU &ASSOCIATES, INC AIMED Report Number: 005 Inspection(s) Performed: Structural Steel Erection I Welds South Center Plaza 14900 Interurban Ave. Tukwila TWF TWF Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:1206 .25.4600 • Toll Free:1888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Remarks Reviewed by: D01 -109 Visser Visual inspection was made of the welded 'X" brace connections in 7 locations on the 1" and 2 floors per details on S4.1 and S5.1 prints. Visual inspection also made of strap welds on 2 floor across columns. Welding performed by WABO certified welders and found to be acceptable. C&lnfotms This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report. except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 88&- OTTO -4-US — Fax (206) 723 -2221 Form No.: F -104 Revised: 07/03/01 Owner x Contractor x Architect x Building Dept. x Engineer Project: Address: Client: Contractor. Inspector and Date D. Johnston 6 -28 -01 to: sim----mi• OTTO ROSENAU &ASSOCIATES, INC AIMED Report Number: 005 Inspection(s) Performed: Structural Steel Erection I Welds South Center Plaza 14900 Interurban Ave. Tukwila TWF TWF Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:1206 .25.4600 • Toll Free:1888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Remarks Reviewed by: D01 -109 Visser Visual inspection was made of the welded 'X" brace connections in 7 locations on the 1" and 2 floors per details on S4.1 and S5.1 prints. Visual inspection also made of strap welds on 2 floor across columns. Welding performed by WABO certified welders and found to be acceptable. C&lnfotms This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report. except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 88&- OTTO -4-US — Fax (206) 723 -2221 Form No.: F -104 Revised: 07/03/01 Job Number: I 01 -289 [ Report Number: 1 004 1 Permit Number: j D 0,109 Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at 1 North A of east wall, East V of north wall; aeprox grids A line 1 to 12, 1 line A to E Job Number: I 01 -289 [ Report Number: 1 004 1 Permit Number: j D 0,109 Test Date Project Southcenter Plaza Architect Ronhovde Arch. Address: 14900 Interurban Ave., Tukwila Engineer: Visser Client TWF Const. Contractor TWF Date: 6 -25 -2001 Inspector: JD Rabe Inspected the resteel and placement at 1 North A of east wall, East V of north wall; aeprox grids A line 1 to 12, 1 line A to E 7 -2 -01 Resteel is • rade 80 as s • ecified, from Cascade Placement Data Batch Wei hts Supplier Miles Cement (sack/typefbs.): I /II 611# Sand (lbs.): 13b04 W/C Ratio: Admixtures (specify) Mix Numuar. 01650 Max Slump Allowed: 5' Aggregate (size/lbs.): 1830# 7/8" Aggregate (size/lbs.): Total Yards Placed: 30 Placed Via: Boom • um • A! • re •ate size /lbs. • 29.67# Vibrated: Yes Fly Ash (lbs.): ASTM C 78 Required pair c): 4,000 Water (lbs. /gal): Yards 20 Slump C 143 5' 340# Air % C 231 n/t Conc. Temp C 1064 87° Ambient Tem 60° Truck No. 109 Ticket No. 554667 Sampling and Casting of Samples (ASTM C 172, C 31/C 1921 Cast Samples: 1-4 Cast Samples: 4* — _ Cast Samples; — Weather: 1 Partly cloudy Slump Range: [ 4' -5" Date Samples Picked Up: 1 6 -26 -01 Comments X Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 7 -2 -01 7 6x12 _ 28.39 29.68# 119,360 4200 ASTM C39 X 2 7 -23 -01 28 6x12 28.30 29.67# 174,680 6170 ASTM C 78 3 7 -23 -01 28 6x12 28.30 29.70# 173,670 6140 ASTM C 109/109M 4* — _. — Compressive X Flexural ---_—..._. 1 Conforms I x Doe Not Conform 'Discarded Copies to: , • : ; ., rim,. OTTO ROSENAU &ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 • Tel:(206) 725 -4600 • Toll Free:(888) 070-4-US • Fax (206) 723.2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms x I Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Resteel is grade I 60 J , as specified, from Cascade Contractor x Placement Data x Batch Weights Supplier: Miles [ Cement (sack/type/lbs.): MI 611# j W/C Ratio: Specimen Number Owner x Contractor x Architect x Building Dept. x Engineer 1 Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 7 -2 -01 7 6x12 28.39 29.68# 119,360 4200 ASTM C39 X ASTM C 78 ASTM C 109/109M Corn • ressive Flexural Conforms ] Does Not Conform Job Number: Ins Mix Number: Placed Via: Vibrated: Conies to: OTTO ROSENAU &ASSOCIATES, INC Cast Samples: Cast Samples: Project: Southcenter Plaza Address: 14900 Interurban Ave., Tukwila Client: TWF Const. Date: 6-25 -2001 ed the resteel and • lacement at Max Slump Allowed: 5" Total Yards Placed: 30 Weather: I Partly doud 01650 Yes Re • uired • sl f'c : 4,000 Boom pump Sampling and Casting of Samples (ASTM C 172, C 311C 192) Cast Samples: 1-4 Date Samples Picked Up: 16 -26-01 Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(2061723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory 01 -289 r Report Number: J 004 I Permit Number: Sand (lbs.): Aggregate (size/lbs.): A • • r- • ate size/lbs. Aggregate (size/lbs.): Fly Ash (lbs.): Water lbs. /!al : Yards 20 CONCRETE REPORT Architect: Ronhovde Arch. Engineer: Visser Contractor: TWF Inspector: JD Rabe • • North 'A of east wall, East 'A of north wall; a Slump C 143 5" • Comments TEST RESULTS 340# Air% C 231 n/t Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 1360# 1830# 7/8" rox grids A line 1 to 12, 1 line A to E Conc. Temp C 1064 67° Slump Ran e: 14 " -5" I Conforms 1 x J Does Not Confor Ambient Tem p 60° Truck No. 109 00 -109 Admixtures (specify) LI Ticket No. 554667 Job Number: ( 01 -289 I Report Number: I 003 I Permit Number: ( v v 00 -109 f Owner x Contractor x Architect x - Building Dept. x Engineer Ins • ected the resteel and lacement at Walls: • rids: K/1 to 7, 7/H to J. Walls with !rade beams !rids H/7 to 12, 1/E to K. Job Number: ( 01 -289 I Report Number: I 003 I Permit Number: ( v v 00 -109 f Test Date Project: Southcenter Plaza Architect Ronhovde Arch. Address: 14900 Interurban Ave., Tukwila Engineer: Visser Engineering Client: TWF Const. Contractor. TWF Const. Date: 6-18-01 Ins•ector: Rick Har• Ins • ected the resteel and lacement at Walls: • rids: K/1 to 7, 7/H to J. Walls with !rade beams !rids H/7 to 12, 1/E to K. 6 -25 -01 Resteel is 'rade 60 , as s • ecified, from Birmin • ham Placement Data Batch Wei)hts 29.88# Supplier: Miles Cement (sack/type/lbs.): I/11 611# Fine Agg. (lbs.): 1380# Coarse A. (size/lbs.): 7/8" — 1830# W/C Ratio: Admixtures (specify) Rheobuild 32oz Mix Number. 1650 Max Slump Allowed: Total Yards Placed: 40 Coarse Agg. (size/lbs.): Placed Via: Punt • Coarse A • • . size/lbs. : Vibrated: Yes Fly Ash (lbs.): Water (lbs. /jai): 34ga1 ASTMC78 Specified Strength (psi): 4000 Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Alr % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 5.5 69° 58° 110 553680 Cast Samples: Cast Samples: Compressive X Weather: Cloud Slum • Ran • e: Date Samples Picked Up: 6 -19 -01 _ Comments Other ASTM Methods Used I Conforms I x 1 Does Not Conform ( Specimen Number Test Date Field Cure Age IDays) Size (Inj Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 6 -25 -01 T 7 6x12 28.35 29.88# 137,990 4870 ASTM C 39 X ASTMC78 ASTM C 109 Compressive X ' Flexural [ Conforms ( Does Not Conform Copies to: Form No.: T -102 Revised: 07/03/01 OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 - 3216 TeI:(206) 725 - 4600 • Toll Free:1888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WEE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Vibrated: Yes Fly Ash (lbs.) Birmingham S • ecifled Stren th (• si): 4000 Water lbs./sal : • • al Placement Oata Sampling and Casting o Samples ASTM C 172 31 Cubic Yards Slump C 143 Air1 C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 5.5 28.43 69° 58° 110 553680 Resteel is grade I 60 I , as specified, from Birmingham Contractor x Placement Oata x Building Dept. Batch Wel hts Supplier: Miles I Cement (sack/type/lbs.): I /II 611# 7 -16 -01 W/C Ratio: Specimen Number Owner x Contractor x Architect x Building Dept. x Engineer X 1 Specimen Number Test Date 6 -25 -01 Field Cure_JDays) Age 7 Size (In.),_ 6x12 Area (Sq.ln.) 28.35 Weight 29.88# Max Load (Lbs.) 137,990 Strength (psi) 4870 Tested in general accordance with ASTM C 39 X 1 2 7 -16 -01 28 6x12 28.43 29.95# 192,800 6780 ASTM C 78 3 7 -16 -01 28 6x12 28.43 29.93# 185,570 6530 ASTM C 109 4* Compressive X Flexural I Conforms 1 x Does Not Conform Job Number: I 01 -289 I Report Number: 1 003 1 Permit Number: I 00 -109 Project: Southcenter Plaza Address: 14900 Interurban Ave., Tukwila Client: TWF Const. Date: 6 -18-01 Architect: Ronhovde Arch. Engineer: Visser Engineering Contractor: TWF Const. Inspector: Rick Hardy I nspected the resteel and placement at I Walls: grids: K/1 to 7, 7/H to J. Walls with grade beams grids H/7 to 12, 1/E to K. Mix Number. Max Slump Mowed: Total Yards Placed: Placed Via: Weather: I Cloudy Date Samples Picked Up: 1 6 -19 -01 Other ASTM Methods Used: 'Discarded Conies to: Form No.: T -102 Revised: 07/17/01 OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel.(206) 725 - 4600 • Toll Free:(8881 OTTO.4 -US • Fax:(2061723.2221 • Website: wwvi.ottorosenau.com V /BE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory 1650 40 Pum CONCRETE REPORT Fine Agg. (lbs.): Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Coarse Aaa. (size/lbs. 1: 1360# 7/8° — 1830# Comments TEST RESULTS Slump Range: Reviewed by: mixtures (spec Rheobuild 32oz Con orms x ( Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Project: Address: Client: Contractor: Inspector and Date Conies to: Report Number: 004 Inspection(s) Performed: Epoxy Grouting, Resteel and Structural Steel Erection / Welds Craig R. Bechtold June 13, 2001 Bob Schaefer 5 -18 -01 Dwayne Helgeson 6 -20 -01 OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 'it King Way South, Seattle. Washnngton 98118-3216 Tei:(206) 7254600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: v.ww.ottorosenau.com WEE /2F5913684 • WABO Registerea Agency • A2LA Accredaed Laboratory CONSTRUCTION INSPECTION REPORT ,(� crr OFeT South Center Plaza Permit Number: 14900 Interurban Ave. Tukwila Job Number: TWF Architect: TWF Engineer: Remarks D01 - 109 Visser PFMMIT CENTf Arrived on site as scheduled to perform epoxy and resteel inspection. Epoxy of #4 bars for grade beams at 1 line between E and J, and H line between 9 and 12 per plan. Holes were drilled to depth, and cleaned with compressed air and a brush. Simpson Set 22 high strength epoxy used. Placement of epoxied bar complies with approved plans. Inspected placement of resteel for grade beams 1 line between E and J, and H line between 9 and 12 complies with approved plans. Base plates at 1 /F, 1 /H, H/10 and H/11 need nuts and washers installed on embedded part of the all- thread prior to concrete placement. Column at H/11 missing one (1) stud, which needs to be replaced prior to concrete placement. Placement inspector to verify clearance and deanliness of existing footing prior to concrete placement. Visually inspected steel stud welds to exterior columns of the first level. Welds performed by WABO certified welder Mr. David F. Cherpeske cert #44-9850CHE. Copy of Mr. Cherpeske card is on file and available for view. Referencing the details of approved on site design drawing S3.1 and S2.1 foundation plan (for location) stud welding is acceptable at the following locations: at N4 thru 7, A/16 thru 19, H/9 thru 12, H /16 thru 19 and 25/A thru D and E thru H and 1 line/E thru J. Witnessed epoxy at footing running N and S on east side of bldg for grade beam A line 4 to 7 line. 21 total holes drilled, cleaned and blown prior to #4 dowels being epoxied into place. Epoxy type used Simpson Strong Tie ICBO #5279 Reviewed by: .: /4• %rc 1h1t1if This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: F -104 Revised: 07/02/01 Owner x Contractor x Architect x Building Dept. x Engineer Project: Address: Client: Contractor: Inspector and Date Conies to: Report Number: 004 Inspection(s) Performed: Epoxy Grouting, Resteel and Structural Steel Erection / Welds Craig R. Bechtold June 13, 2001 Bob Schaefer 5 -18 -01 Dwayne Helgeson 6 -20 -01 OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 'it King Way South, Seattle. Washnngton 98118-3216 Tei:(206) 7254600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: v.ww.ottorosenau.com WEE /2F5913684 • WABO Registerea Agency • A2LA Accredaed Laboratory CONSTRUCTION INSPECTION REPORT ,(� crr OFeT South Center Plaza Permit Number: 14900 Interurban Ave. Tukwila Job Number: TWF Architect: TWF Engineer: Remarks D01 - 109 Visser PFMMIT CENTf Arrived on site as scheduled to perform epoxy and resteel inspection. Epoxy of #4 bars for grade beams at 1 line between E and J, and H line between 9 and 12 per plan. Holes were drilled to depth, and cleaned with compressed air and a brush. Simpson Set 22 high strength epoxy used. Placement of epoxied bar complies with approved plans. Inspected placement of resteel for grade beams 1 line between E and J, and H line between 9 and 12 complies with approved plans. Base plates at 1 /F, 1 /H, H/10 and H/11 need nuts and washers installed on embedded part of the all- thread prior to concrete placement. Column at H/11 missing one (1) stud, which needs to be replaced prior to concrete placement. Placement inspector to verify clearance and deanliness of existing footing prior to concrete placement. Visually inspected steel stud welds to exterior columns of the first level. Welds performed by WABO certified welder Mr. David F. Cherpeske cert #44-9850CHE. Copy of Mr. Cherpeske card is on file and available for view. Referencing the details of approved on site design drawing S3.1 and S2.1 foundation plan (for location) stud welding is acceptable at the following locations: at N4 thru 7, A/16 thru 19, H/9 thru 12, H /16 thru 19 and 25/A thru D and E thru H and 1 line/E thru J. Witnessed epoxy at footing running N and S on east side of bldg for grade beam A line 4 to 7 line. 21 total holes drilled, cleaned and blown prior to #4 dowels being epoxied into place. Epoxy type used Simpson Strong Tie ICBO #5279 Reviewed by: .: /4• %rc 1h1t1if This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: F -104 Revised: 07/02/01 Job Number: I 01- 289 ] Report Number: I 002 1 Permit Number: ) .A9 -4-99- Owner x Contractor x Architect x Building Dept. x Engineer X Inspected the resteel and •lacement at Grade beam grid lines H 16 -19, 25 H -E. Job Number: I 01- 289 ] Report Number: I 002 1 Permit Number: ) .A9 -4-99- Test Date 6 -15 -01 Project: Southcenter Plaza Architect: Ronhovde Arch. Address: 14900 Interurban Ave., Tukwila Engineer: Visser Engineering Client: TWF Const. Contractor. TWF Const. Date: 6-8 -01 Inspector: Tom Lachnit X Inspected the resteel and •lacement at Grade beam grid lines H 16 -19, 25 H -E. Resteel is grade I f , as specified, from Placement Data Batch Wei hts Supplier: Miles Cement (sack/type/lbs.): I /11 607# W/C Ratio: Mix Number. 1650 Fine Agg. (lbs.): 1430# Admixtures (specify) Max Slump Allowed: Coarse Agg. (size/lbs.): 7/8" - 3258# Rheobuild 32oz Total Yards Placed: 32 Coarse Agg. (size/lbs.): ASTM C 109 Placed Via: Pump Coarse Agg. (size/lbs.): Vibrated: Yes Fly Ash (lbs): Specified Strength (psi): 4000 Water (lbs./gal): 21.8 al Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C i43 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1 -4 20 5'/: Compressive 78° 60° 049 0552701 Cast Samples: Flexural Cast Samples: Weather: Clear Slump Range: 5 %" Date Samples Picked Up: 1 6 -11 -01 Comments Other ASTM Methods Used: — 1 Conforms x j • Does Not Conform f Specimen Number Test Date 6 -15 -01 Field Cure Age (Days) 7 Size (In.) 6x12 Area (Sq.ln.) 28.37 Weight 30.01# Max Load (Lb) 120,570 Strength (psi) 4250 Tested in general accordance with ASTM C 39 ASTM C 78 X 1 ASTM C 109 Compressive X Flexural [ Conforms I Does Not Conform Conies to: Form No.: T -102 Revised: 06/19/01 OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:(206i 725-4600 • Toll Free: (888) OTTO-4-US • Fax:(206) 723-2221 • Website: wwwi.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Reviewed by: TEST RESULTS DO I- This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 01 -289 I Report Number: I 002 I Permit Number: 00-109 x Contractor Project: Southcenter Plaza Architect: Ronhovde Arch. Address: 14900 Interurban Ave., Tukwila Engineer: Visser Engineering Client: TWF Const. Contractor TWF Const. Date: 6-8 -01 1 Inspector: Tom Lachnit 7 Inspected the resteel and placement at I Grade beam grid lines H 16-19, 25 H -E. 30.01# 120,570 Resteel is grade I I , as specified, from ASTM C 39 Placement Data 2 Batch Wel jhts W/C Ratio: Supplier: Miles 6x12 Cement (saddtype/lbs.): I /II 607# Mix Number: 1650 170,640 Fine Agg. (lbs.): 1430# Admixtures (specify) Max Slum • Mowed: 3 Coarse A! •. size/Ibs.: 7/8" - 3 ?58# Rheobuild 32oz Total Yards Placed: 32 6x12 Coarse A. (size/Ibs.): 30.06# Placed Via: Pump 6320 Coarse Agg. (size/Ibs: Vibrated: Yes Fly Ash (lbs.): Specified Strength (psi): 4000 Water (lbs./gal): Cubic Yards Slump C 143 21.8gal Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Sampling and Casting of Samples ASTM C 172, C 31 Cast Samples: 1-4 20 5 W Compressive 78° 60° 049 0552701 Cast Samples: Flexural Cast Samples: Weather: I Clear I Slump Range: 5'/." Date Samples Picked Up: I 6 -11-01 • Comments Other ASTM Methods Used: ( Conforms x Does Not Conform ]� Specimen Number Owner x Contractor x Architect x Building Dept. x Engineer 1 Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 6 -15 -01 7 6x12 28.37 30.01# 120,570 4250 ASTM C 39 X 2 7 -6-01 28 6x12 28.37 30.07# 170,640 6010 ASTM C 78 3 7-6-01 28 6x12 28.37 30.06# 179,300 6320 ASTM C 109 4 ~ Compressive X Flexural I Conforms ( x Does Not Conform mig...=.= OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle. Washington 98118-3216 Te1:1206) 725.4600 • Toll Free:1888) OTTO-4-US • Fax:1206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT • Discarded Copies to: Form No.: T -102 Revised: 07/10/01 LTS Reviewed by: € !� This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Report Number: 003 Inspection(s) Performed: Resteel Project: Address: Client: Contractor: Inspector and Date Copies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Southcenter Plaza 14900 Interurban Ave., Tukwila TWF Const. TWF Const. Form No.: T -104 Revised: 06/12/01 Don Conform CONSTRUCTION INSPECTION REPORT 1)D \-10 Permit Number: 00-1 Job Number: 01 -289 Architect: Ronhovde Arch. Engineer: Visser Engineering Remarks Ross Bogle Visual inspection of rear for grade beam and wall section located in lines K at lines 14 to 25 and E to K on line 6-7 -01 25. Reber fond to be as per plans. Grade 60 from Birmingham Mills. Reminded contractor to remove wooden spreader before placing concrete over them Reviewed by. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report. except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Owner x Contractor x Architect x Building Dept. x Engineer _ Report Number: 003 Inspection(s) Performed: Resteel Project: Address: Client: Contractor: Inspector and Date Copies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Southcenter Plaza 14900 Interurban Ave., Tukwila TWF Const. TWF Const. Form No.: T -104 Revised: 06/12/01 Don Conform CONSTRUCTION INSPECTION REPORT 1)D \-10 Permit Number: 00-1 Job Number: 01 -289 Architect: Ronhovde Arch. Engineer: Visser Engineering Remarks Ross Bogle Visual inspection of rear for grade beam and wall section located in lines K at lines 14 to 25 and E to K on line 6-7 -01 25. Reber fond to be as per plans. Grade 60 from Birmingham Mills. Reminded contractor to remove wooden spreader before placing concrete over them Reviewed by. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report. except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Report Number: 002 Inspection(s) Performed: Epoxy Grouting Inspector and Date Copies to: Form No.: T -104 Revised: 06/08/01 Conk= OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:120.61725.4600 • Thu Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • VYebsite: w wr.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT V 1/4. ) l\ Project: Southcenter Plaza Permit Number: 00 -109 Address: 14900 Interurban Ave., Tukwila Job Number: 01 -289 Client: 1 WF Const. Architect: Ronhovde Arch. Contractor: TWF Const. Engineer: Visser Engineering Remarks Nile Plouffe On site to witness epoxy application of rebar dowel placement. Contractor placed #4 bar at a 7" embed in clean 6-6-01 dry holes per instructions. Dowels are placed at 32 "inax oc or less. See details 5 -10 an 18/S3.1. Work was done at grid 25 /E -H and H/16 -19. Simpson High Strength Epoxy #5279. Reviewed by. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Owner x Contractor x Architect x Building Dept. x Engineer Report Number: 002 Inspection(s) Performed: Epoxy Grouting Inspector and Date Copies to: Form No.: T -104 Revised: 06/08/01 Conk= OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:120.61725.4600 • Thu Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • VYebsite: w wr.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT V 1/4. ) l\ Project: Southcenter Plaza Permit Number: 00 -109 Address: 14900 Interurban Ave., Tukwila Job Number: 01 -289 Client: 1 WF Const. Architect: Ronhovde Arch. Contractor: TWF Const. Engineer: Visser Engineering Remarks Nile Plouffe On site to witness epoxy application of rebar dowel placement. Contractor placed #4 bar at a 7" embed in clean 6-6-01 dry holes per instructions. Dowels are placed at 32 "inax oc or less. See details 5 -10 an 18/S3.1. Work was done at grid 25 /E -H and H/16 -19. Simpson High Strength Epoxy #5279. Reviewed by. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 01 -289 1 Report Number: I 001 I Permit Number: I 00 -109 Owner Project: Southcenter Plaza . Architect Ronhovde Arch. Address: 14900 Interurban Ave., Tukwila Engineer. Visser Engineering Client: TWF Const. Contractor: TWF Const. Date: 6-1 -01 Inspector. A. Novikoff/D. Helgeson Ins • ected the resteel and • Iacement at Wall from east ent to south ent . 6 -8 -01 Resteel is grade I 60 I , as specified, from Birmingham and Cascade Batch Wel hts Placement Data Supplier: Miles Cement (sack/ty�e/Ibs.): I /II 611# Fine Agg. (lbs.): 1360# W/C Ratio: Admixtures ( Mix Number: 16b0 Max Slump Allowed: 5" Coarse Agg. (size/lbs.): 1830# Rheobuild 3 gals. Per 10 yd Total Yards Placed: 37 Coarse Agg. (size/lbs.): Placed Via: Pump Coarse Agg. Fly Ash (lbs1: (size/lbs.): Vibrated: Yes Specified Strength (psi): 3000 Water (lbs. /gal): 340# Sampling and Casting of Samples ASTM C 172 C 31 Cublc Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Tamp Truck No. Ticket No. Cast Samples: 1-4 10 5' 70° 60° 049 551822 Cast Samples: — Cast Samples: Corn • ressive X Weather: I Slump Range: I Date Samples Picked Up: I . Comments Resteel checked b D. Hel t eson on 8 -1 -01 Other ASTM Methods Used: on orms A Does Not Conform Specimen Number Owner x Contractor x Architect x Building Dept. x Engineer 1 Specimen Number Test ..... Field Cure Age Da s Size In. Area S • .In. Wei • ht Max Load Lbs. Strength • si Tested in general accordance with 1 6 -8 -01 7 6x12 28.43 29.59# 127,630 4490 ASTM C 39 X ASTM C 78 ASTM C 109 — Corn • ressive X Flexural Conforms Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Construction tnspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:1206) 725-4600 • Toll Free:1888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS oa Coates to: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Form No.: T -102 Revised: 06/13/01 Reviewed by Page 1 of 1 #X-Xxer Job Number: I 01 -289 ) Report Number: [ 001 1 Permit Number: 1 00 =109 Owner x Contractor x Architect x Building Dept. x Engineer Client: TWF Const. Contractor. TWF Const. Job Number: I 01 -289 ) Report Number: [ 001 1 Permit Number: 1 00 =109 Test Date Field Cure Age (Days) Project: Southcenter Plaza Architect: Ronhovde Arch. Weight Address: 14900 Interurban Ave., Tukwila Engineer: Visser Engineering Tested in general accordance with Client: TWF Const. Contractor. TWF Const. 6-8-01 Date: 6 -1 -01 Inspector: A. Novikoff /D. Helgeson 6x12 28.43 1 Inspected the resteel and placement at j Wall from east entry to south entry. ASTM C 39 X Resteel is . rade 60 , as s • ecified, from Birmin • ham and Cascade Placement Data Batch Wel hts 29.84# Supplier: Miles Cement (sack/type/lbs.): I /II 611# W/C Ratio: Mix Number~ 1650 Fine Agg. (lbs.): 1360t Coarse Agg. (size/lbs.): 1830# Admixtures (specify) Rheobuild 3 gals. Per 10 yd 28 Max Slump Allowed: 5" Total Yards Placed: 37 Coarse Agg. (size/lbs.): 178,680 6300 Placed Via: Pump Coarse A gg. (size/lbs.): Fl Ash lbs. : 4' Vibrated: Yes Specified Strength (psi): 3000 Water (tbs. /gal): 340# Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 5' Compressive Flexural 70° 60° 049 551822 Cast Samples: Cast Samples: Weather: J Slump Range: { Date Samples Picked Up: I Comments I Conforms I x Resteel checked b D. Hel•eson on 6 -1 -01 Other ASTM Methods Used: Conforms x Does Not Conform Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sg.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 6-8-01 7 6x12 28.43 29.59# 127,630 4490 ASTM C 39 X 2 6 -29 -01 28 6x12 28.34 29.84# 185,270 6540 ASTM C 78 3 6 -29 -01 28 6x12 28.34 - 29.99# 178,680 6300 ASTM C 109 4' Compressive Flexural X I Conforms I x - Does Not Conform ANNIE OTTO ROSENAU & ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:I2C6) 725.4600 • Toll Freea888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS *Discarded Conies to: Form No.: T -102 Revised: 07/02101 Reviewed by: "f1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, inc. Reproduction of this report, except in full, without written permission from ourfirm is strictly prohibited. Page 1 of 1 Project: Address: Client: Contractor: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:(206) 725 - • Toll Free:1888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Southcenter Plaza 14900 Interurban Ave., Tukwila TWF Const. TWF Const. CONSTRUCTION INSPECTION REPORT W(2 Report Number: 001 Inspection(s) Performed: Structural Steel Erection/Welds, Epoxy Resteel Permit Number: 00 -109 Job Number: 01 -289 Architect: Engineer: Ronhovde Arch. Visser Engineering Inspector and Date R. Schaefer 5 -18 -01 T. Lachnit 5 -29 -01 Copies to: Form No.: T -104 Revised: 06/07/01 Discussed SSE and epoxy requirements with the contractor. Witnessed brushed, blown and epoxy of resteel #4 (13mm) at 32" on center of #4 beam and #9 beam on page S3.1 as referred to by #15 on page S3.1. Epoxy used: Simpson Strong Tie Connectors, ICBO ER #5279, model Set22. Conforms This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Remarks Reviewed by Owner x Contractor x Architect x Building Dept. x Engineer Project: Address: Client: Contractor: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle. Washington 98118 -3216 Tel:(206) 725 - • Toll Free:1888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Southcenter Plaza 14900 Interurban Ave., Tukwila TWF Const. TWF Const. CONSTRUCTION INSPECTION REPORT W(2 Report Number: 001 Inspection(s) Performed: Structural Steel Erection/Welds, Epoxy Resteel Permit Number: 00 -109 Job Number: 01 -289 Architect: Engineer: Ronhovde Arch. Visser Engineering Inspector and Date R. Schaefer 5 -18 -01 T. Lachnit 5 -29 -01 Copies to: Form No.: T -104 Revised: 06/07/01 Discussed SSE and epoxy requirements with the contractor. Witnessed brushed, blown and epoxy of resteel #4 (13mm) at 32" on center of #4 beam and #9 beam on page S3.1 as referred to by #15 on page S3.1. Epoxy used: Simpson Strong Tie Connectors, ICBO ER #5279, model Set22. Conforms This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Remarks Reviewed by VISSER ENGINEERING May 3, 2001 Torjan Ronhovdc The Ronhovde Architects 13105 6625 S 190 Kent, WA 98032 Re: South Center Plaza, Tukwila, Washington Plan Check of May 2, 2001 Visser Engineering Pn ject 01 -053 Dear Torjan: The following comprises our response to the above referenced plan check: Item #2: As shown in the attached calculations, the floor diaphragm is flexible in the east -west direction. Additional calcuations are attached incorporating accidental torsion in the north -south direction which show that actual torsion effects are less than those assumed in the original design. Item #3: Allowable compressive stress reductions are included in the original design as clouded on the attached calculations. A stress reduction summary table is also attached. Item #4: Elevation 9/S4.1 has been revised. Item #5: Additional calculations for the existing beams are attached. stern #6: Additional calcuaations for the existing columns are attached. Please call if there are any additional questions. Sincerely Visse E ;'neering Company, Inc. ke Pnncipal So L fh e oiler Plaza, :2& - 01- 00.5-D03 -02_ f [' MAY 4 2001 F;EID MIDDLETO ..,.,....„, t^ ; OCT. 21. 7 1 02 '•L i20th >t Kent. \ \:\ u;;04.: 'b \'oict 25 1 010 •1 x 251 c, iL) 2;:51 MA"j 01 11:26a 05 /02/01 15:01 Reitl itltlletutr May 2, 2001 File No. 26- 01-005 -008 -01 Dear Mr. Coffin: 206 242 4271 L r Ichneider r:VI 425 741 3900 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Prom 425- 141.3800 la 4 25.741.3900 RE I D M I 91)111 ON Reid itIdlelOn Subject: Building Permit Plan Review - First Submittal Southcentcr Plaza (D01 -109) Main 20' Dq. 3 Lila_ * of pope rLi[ foie,c- //Ss" t=70- We reviewed the proposed project for coinpliancc with the structural provi of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. A copy of this letter was forwarded to the project contact for your convenience. 1. The following list of comments should be responded to in itemized letter form The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All Information should be submitted directly to Reid Middleton, Inc. 2. The existing 3 -inch concrete deck as shown on the Floor Framing Plan. Sheet S2.2 is considered a rigid diaphragm. Torsional irregularity of the building should be evaluutcd per UBC Section 1630.7, Table 16 -M. In addition, documentation should be provided verifying that the analysis includes the 5 percent shift of mass required per UBC Section 1630.6. 3. The braced frame design begins on calculation page 2.3; however, documentation should be provided indicating that the allowable compression stress reduction was considered for all braced frames per UBC Section 2213.8.2.2. 4. Calculation page 3.5 indicates that the braced frame at Grid l requires 'IS4x4x5/16 brace elements; however, Elevation 9/S4.1 shows a TS3x3x3/16, please verify. Weshingtci Oanon Alaska barmen P bosom S Reid Middleton, Inc 7181 ?41h Sturst SW Sate ?OD comer,. Wt. 98204 Ph. 425 141 -3800 Faa. 415141.3900 Mai 03 01 11:27a 05/02/01 15:01 i'.a.l 425 741 3900 ul:ID M t uut.ETON Mr. Duane Griffin City of Tukwi May 2, 2001 File No. 26-01-005-008-01 Page 2 L 0 Schneider 2 0G - 242 -4271 P -2 � 02 Z 5. The existing inverted chevron bracing is checked on calculation page 13. S Documentation should be provided indicating that the existing beam is capable re w of supporting the tributary loads if the braces did not exist per UBC ta v Section 2213.8.4.1, Item 3. U 8 8. 6. The capacities of the existingTS6x6x114 columns for braced frames in the North -South direction of the building arc checked on calculation page 2.6. Documentation should be provided indicating that the columns in these frames and the frames in the East -West direction have enough strength to resist loath resulting frum the load combination% per I JI3C Section 2213.5.1. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. D O 0 y If you have any questions or require any additional clarification, please call. �] W W Sincerely, o Reid Middleton, Inc. tt! Z F+ z Kylie K. Yamatsuka, P.E. Bryce Falkin Project Manager Design Engineer bjr126se •planrevw \tukwils1014008rt.doc\bf cc: Torjan Ronhovde, Ronhovde Architects Wayne Fortenberry, TWF Construction Reid iddicion' Reid iddleton Dear Mr. Griffin: Sincerely, Reid Middleton, Inc. May 4, 2001 File No. 26 -01- 005- 008 -02 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Southcenter Plaza (D01 -109) We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed arc the drawings, structural calculations, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. FoI C ylie K. Yamatsuka, P.E. Project Manager bjr\26se\ planrevw \tukwila \01 \t008r2.doc \bf Enclosures cc: Torjan Ronhovde, Ronhovde Architects Wayne Fortenberry, TWF Construction -- Bfyce Falkin Design Engineer Washington Oregon Alaska Engineers Planner; Surf ors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741.3800 Fax: 425 741 -3900 VISSER III ENGINEERING STRUCTURAL CALCULATIONS PLAN CHECK RESPONSE Project: South Center Plaza New Lateral Bracing System Tukwila, Washington Project No.: 01-053 Client: The Ronhovde Architects Kent, Washington Contact: Torjan Ronhovde By: Mike Visser, P.E. Date: May 3, 2001 ir 17-1 )1 r t L l Y -- II , MAY 4 2001 (MD ik,7!notErcs: .• F FIRES OCT. 21, VISSER ENGINEERING KT 41.2 , (2. 4 164. `DS CALCULATII SHEET Title: o ( - 7 c r-L4-3 Va (L.‘e• t's L.. I 2 424 . 2. lj LPjL / ?). ,t [1)5 *. )./!, •2775. /e 13 c f Lco /L PUS 5 1-4-1 g-- [2.1 A 2.R1/4- t'• SI . . l ac; • 1.-1 Project: Client: Date: Page: L t-.3rL. FEv Q 13L. c5 c: ,t- (la • 134 t L - IQ% t t t P- • 4-2 -. "-". lk 23f C 4C VISSER ENGINEERING \L1 L. GA St—A e, I ) cj: ' CALCULATIr SHEET Title: Project Client: Date: A 7 Page: Z e. 0V4) ; • L.. c: • crZ, 4 • L AC.), -2 ) 7 7„scc. (2. z 6. CC 7 Lv • i2' - 7 e /< , A i 1 :r W 4> 4> rrrrrr4>4>G WWwwf4G4f4 :n) rere 7C, r) u?S .' L4 4> (44 its'- C ul►Ts"4 ►T W TO C► il► Dv J+ LR4> G4A )' 0WO D ►T Ln4>C4A)6-- C.U►D"I U r! i le re N ft) i u r) i) f! i re r9 i i 00 fly i t. re i 1, re TO r) i) r. re no TO n) TO AO i) AO re : i) re i i) re re no l r) re re re ! i i U no re f.) re r i rig W. W G J W t. 1 i. 1 WC 4 rrrrrrrrCP cncr. Ln tR LRCntoLRCnTQNQN ►TQNQNQ►0QNJNTa'-. v-. -. '4 — 'l';'! • • , • • . • • • • • • • • • • • • • . • • • • . . • . • • . • • • • • • • . • • • • • • • • • • • SS 43 0ii'w T■ ; T►L'" - r0 n) WrCA QN- Tu,0 (.J►T vvQs u; 0G tip t4G:4> 4> :R u1 rr4 0'U? r0 CrOC W LP '4 0 •- W CA ON OD u1 C'- iO u7 ID CP44 C onn or. 4> 0 0 C. C' C.C.00e∎ 00 00 0 000C. 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C C Q 0` 2mit0o Su'u uCuci.4) u)C rt• - rC u:; J' ,' u, J' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. P. '11 T n `< N W N 0 r LnCa' X X Sr! (1) - S !ti :n 11 11 11 VI SS ER ENGINEERING Project. Client Date: Page: 1. 5 11.1 ce 2 A- •r2,4.• q 1.3 0 v 2 w o v A' 1' a S ';'. c3.4..k 4, w u. --,----) fa,_5, uj 0 1 , 1- • 103., • 4. i ci cog ■1— Ili —0 .4. TO ci,. e is' ,-s‘ott. Ni-s fvees 2 D LU n 0 o to O — 4-6, ‘63 4. So.\-- -%. Zet I t4— tu uj 0 t ° L ,i . t. " • 7 2s' ---•)? 62_ t Co v- /4 z 0 z -- 4 1- 4 2_6 e67t Lir = 6.u. s\ L/rz to. F % • so 6, -- :- 26 1 L. -- ■ct.`' --, (2.) kek Yet_ F L.t. 7... 2. %-.- 0:1St '■ t "-. 1" .. v L, z. 7-4. '6 '7 ---) ( 13 -K '4 K CALCULATIO SHEET Title: 1i / ; VI SSER ENGINEERING Project. Client: Date: ll Page: S. A / z re w T �_ .5 -2 : A- 2.Sq L'- r- (.to 4 r % los 0 i v w FL,% (3.4- -J Uo P, zo.Z3`` 13- o.GB 0 u. w -4. ----- ca.t 11 ' R . ) to--)1 P.J- P..lts t. 9.13 • z.Sg u. ' (ZcsaF c=.,p-A -Ct sfC -3. - i .5tc to to w 2. Lc,' Llto A. N►. -5 DA-Les c.)t. ? V- R 4 4. . 2-.'s :.41-17-. 11R r....tPs 2 D W o - 0 LS = 5 4 - OF yd L.) LL.P 1- * t tgl(i.I.3.711(`,) W W .. 1 8.84," u. rq 0 .z --; C ■o`er - Fv.r..s - a..'..os o = z Gass a -% CALCULATIO SHEET Title: 11 /5kii Pc.6 Ae ois t. 40;0 Lip z. 2 0.3 t G. C - r �t = tC)+t -lZ - u Y• tz- /1q.7-i- Og-LO •- �� - t • l5 �q .z z 2. z t� 6" I /d__. we oa•: Unit "eig t Zx = 66.5 cubic inches Mp = 199.5 foot -kips Cb = 1.75 :eg. tn. wt.t n. tri• wt. Se : 35 p • ISM • ute : ps . eet • eet 6 feet Reduced LL: 25 ps R = Reaction 1 Beam Reactions: 0 0 feet Location Reaction Beam # 0 0 feet Beam # 0 0 feet 0 = 0 pounds Beam # 0 0 feet 0 = 0 pounds 0 Beam # 0 0 feet 0 = 0 pounds 0 pounds Beam # 0 0 feet 0 = 0 pounds Beam # Beam # 0 0 feet 0 = 0 pounds Beam # 0 0 feet 0 = 0 pounds Beam # 0 0 feet 0 = 0 pounds Beam # 0 0 feet 0 = 0 pounds Dead Load: Unit Weight Zx = 66.5 cubic inches Mp = 199.5 foot -kips Cb = 1.75 Beg. nib width End crib width Se : 35 p 1.33333 inches allowed - OK Distributed: 15 psf 6 feet 6 feet Beam Reactions: Location Reaction Beam # 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds Try " • • x ) • sI Zx = 66.5 cubic inches Mp = 199.5 foot -kips Cb = 1.75 b/t = 7.05882 h/t = 29.5 Member is Compact Mr = 124.8 foot -kips Mn = 199.5 foot -kips Phi Mn = 179.55 kip -ft - > Mu - OK Lp = 60.9393 inches Lr = 177.273 inches Dead Load Deflection = 0.481947 inches Live Load Deflection = 0.578337 inches < Total Deflection = 1.060284 inches 1.33333 inches allowed - OK VISSIER L 0 A D I N G D E S 1 G N IIII ENGINEERING Steel Beam Design (LRFD) Beam Number: Roof at Cchevron Beam Length: 40 feet Member Forces Maximum Dead Load Bending Moment: Maximum Live Load Bending Moment: Maximum Factored Bending Moment: Project: 01 -053 Client: Ronhovde Date: 5/3/01 Page: Load Moment 1.2 1.6 ember is Braced (C) continually, (P) at point loads or (N) not Ira c 25 kip -ft 30 kip -ft 78 kip -ft Inc es Roof Beam.xls VI SSER ENGINEERING - 1 .1 �I��- is - 6t4. oY6.4 --,JtAft ¶0 CAA b 14.11" t(sa fomw 1:› 53 , 6 t•— 51f—tsti 65 CALCULATI SHEET Title: r7/64-.1 Project Client Date: Page: . 4' ( 2- • Cl p5C T 4 b f I(I.Z PPM -T rt J = 2 rb(• \S %• -3s�z o • • =Do �Rac a��t -�a.•l F4L. auk 4, .2 t - 7 • bra' te : 16.4 isysidA I 'Pik_ M .-- OA ,� � • �� r p `" £ f.1 �S, I'._ t t k c S D L t 14. z - • 4 S r te` k lS> 4. 21. l ZZ .%k-- 1-- PL s 4 47S `'� _ 15 P � ; (2:7X P3 P4.= ` x 1\1.6. : 65 /�4.s )z t- April 20, 2001 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Southcenter Plaza — (D01-109) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431-3672. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D01-109 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 VISSER II ENGINEERING STRUCTURAL CALCULATIONS Project: South Center Plaza New Lateral Bracing System Tukwila, Washington Project No.: 01 -053 Client: The Ronhovde Architects Kent, Washington Contact: Torjan Ronhovde By: Mike Visser, P.E. Date: March 29, 2001 1.f J I � c7 ~ 0 2001 APR 2 ;,ern l�'(�Dtf_ ?G. APR 1 8 ZOQ PE Rr I T C =r: TE R INCOMPLETE TR# 1- D x - k Oc4 VISSER ENGINEERING Gravity Loads A D L 0 A D L I V E L 0 A D Roof Load: Item: Unit Weight: eta ' oo • ec : .' ps Rigid Insulation: 4.0 psf Roofing: 2.5 psf Joists and Joist Girders: 2.4 psf HVAC, Sprinkler, Lights: 3.2 psf Ceiling: 2.0 psf 16.0 psl a oor oa 00 on': IT 3" Concrete Deck: Joists and Girders: HVAC, Sprinkler, Lights: Ceiling: Partition Load - Seismic Contribution: Snow Load: 25.0 psf Roof Slope: 0.125 in 12" Roof Slope = 0.5968 degrees Rs = (S /40) - 1/2 = 0.125 psf /deg Design Snow Load: 25 psf Floor Load: tern: Item: ni 3 7.5 pst 3.0 psf 3.2 psf 2.0 psf 10.0 psf 0.0 psf SS.1 pst Unit Weight: Office Loading: 50.0 psf psf Exit Facility Loading: 100.0 psf psf psf eig . Project: 01 -053 Client: Scheider Date: 3/21/01 Page: + .- • 2.2.c--)zA• 1 ` 1 . , \ .6 A- e I )l CD C 1 , 11 , 1 „„ trill III i ll , II Ifl „, I ll 1 ' III mit.ton:cm:111913111 trIll 1.111 Ill 1 illictoii.mtrniu = it 1 • 11,i11 11112 Ill bly 1111 / 1,111 11111 1,110:111 1 1.111 1 1.111 1.111 11111.1111111111 11111 1 11111 11111 11111 1111111111 Mill•V•rnwm.m.mmmemensvoussvmmnironmonermwwwwwwwww....wwwwwwww• 78111.11•111111MI1111 . • , \ki (15 (; 4 "1. 15 e NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. -■ Wind Load Calculation Level Height to Top Plate Length of Building Portion Roof Height From Top Plate Fx Vx Roof Floor Floor 24 feet 12 feet 0 feet 338 feet 338 feet 338 feet 2 feet N/A N/A 39927 lbs. 56153 lbs. 26781 lbs. 39927 lbs. 96081 lbs. 122861 lbs. Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wx hx Fx Roof 27 psf 28584 sf 771768 lbs. 24 feet 18522432 120446 lbs. Floor 67 psf 28584 sf 1915128 lbs. 12 feet 22981536 149443 lbs. Floor 0 psf 0 sf 0 lbs. - 2686896 0 feet 0 0 lbs. lbs. 41503968 Seismic Story Shears and Diaphragm Forces Level Story Shear, Vx Diaphragm Force Amplified Story Force rho Roof 120446 lbs. 120446 lbs. 126902 lbs. 1.0536 Floor 269889 lbs. 192368 lbs. 284355 lbs. 1.0536 Floor 269889 lbs. 0 lbs. 269889 lbs. i VISSER Lateral Load Calculation S E I S M I C W I N D ENGINEERING Building Portion: Front of House Page: 1997 Working Stress Level Seismic Base Shear V=(2.5 Cal/R)W/1.4 Z = 0.3 For Zone 3 Ca = 0.36 For soil type SD (cons.) 1= 1 R = 6.4 - Special Concentric Braced Frame V = 0.10045 W = 269889 lbs. ASD Project: -98t3i. Client: IVC- -T,,c Date:- fr8' I Design Wind Loading: 1997 UBC Criteria Design Wind Speed: 80 mph Wind Exposure: B Wind Stagnation Pressure, qs: 16.4 psf Gust Factor Coefficient, Ce: (0' -15') 0.62 Gust Factor Coefficient, Ce: (20') 0.67 Gust Factor Coefficient, Ce: (25') 0.72 Gust Factor Coefficient, Ce: (30') 0.76 Roof Pitch: 6.00 in 12 Horizontal Pressure Coefficient for Roof, (Method 1): 1.00 Pressure Coefficient, Cq: 1.3 Design Wind Pressure: (0' -15') 13.2 psf Design Wind Pressure: (20') 14.3 psf Design Wind Pressure: (25') 15.3 psf Design Wind Pressure: (30') 16.2 psf ri = 0.125 Ab = 28584 sf rho = 1.0536 z I cew, 00 w ca w LL< 07 W z l- O W h W � ON 0t- W Et w z O z VISSER ENGINEERING SOt CALCULATIO SHEET Title: Project: Client: Date: Page: J \ A, 99 tsr * t* a is 91. 19 19 a. p••■••■•■• t t9 Cli t a it 99 & ▪ t • t * 9L & & * a & I & 1 1 11 1 1 11 • 99 99 99 99 99 99 99 09 Wei ..../P CA.1 99 99 1 1 9, • * * It 1 1 1 1 1 a 1 a 99 SIAM PIA1011 1 1 1 1 P9 1 1 1 p9 a It It 09 1 1 a 1 11 ppP4 • 4 19 99 1) js " j" "1 • W )9* CLI 99 k k .0* JAM I--- I-- I— 1— -Lat=6— 4— 4-1-- --I— 9, ANN .0111 .0111 400 (L • 11 ti ---- .1, _ - 7 -- • -2 r 0 -r-\ It a r% 1 -, ■•• ---=, Nkl ' ?' i" r4 0% trl -/, r41, 4 tifc F. !N .4.) Z__. A < • es i ----..- r— % ,.. ,p ,: i Z__ r - .7: F.■ 7 :NI ' i"' :-. ' ..--■ 4 4.' 0! 4% : -4 v ■144 , .4.1 - • - 44, L6 L9 LE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. & 2 • -- H s T e �a s e a a a a B e s e e T" e a a S a s a a S B B B B 49- •• CA � 1 s B B B I B B e a s a 8 a • S J . _ t a, s e B e B B s a -n s B Vii' s. �� Vii' �' i' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. J 0 L VISSER ENGINEERING - r , • - x. •‘ 5 L A r • • c$''' / (3 CALCULATIC SHEET Title: Project: Client: Date: Page: L 2; ( c, 1 1 -• '' , , • t,"c VISSER ENGINEERING &a-- AO(trAi- Svr t1.AcTt a� rt-C TA 1 o /J t5 I C; F CALCULATION SHEET Title: t1 L Project: Client: Date: Page: T +C- ( Aprl( -Pro AAA- Pc o L0.0-0 120 & 5*= - 1 71 . f rt.x._vl- - 14 C • 1.0 S3 G / l4•U' � = 1.4' F MS 11 u F = ( �� • iq •-zi X15' - 2 V2.719•2. I C2 (2.4- 4 2 6.3 • t2/L421 = 53.G CA TS 3 .g.-- ---3 4..,r•.,..N - 3 `,/61 o /J-F-4) z o. l s" (y14)' cm:.. itcav 6Lnitag l s v .1) rt- 4 x 4 ,,;,,,, z o . i4 G, `-- ( e 7/ 1 t--, -I....7 0 •A - 3 - 2-`` C/2 EXIST. JOIST EXIST. COLUMN 111043 EXIST. EDGE ANGLE SPLICE PER PLAN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. lay EXIST. EDGE ANGLE SPLICE PER PLAN EXIST. JOIST EXIST. COLUMN I 5' t 2 ga l W1Ox33 / z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. •1 /. - g , 4 VISSER ENGINEERING e;.1__.,....,./,-1,4 P4 = S3 . 4, i- s¢.tsM 1: - 65 - 55:>. (,(,) t),.. /- 116 7 pp n r► or•1 - 24 fs` • \ S' • 3 sA ... c t Alt. ro Mb I "1" G_ /4 -- t Z' e ? ‘4 " -- 0:6 • =Do (gat' • 1••• 8 v-- L.- CRaoo.4-, AtZsc. I3 ,r-t\: Z k,1 3 " 't-p St .4 L 1, 4%4 4- CALCULATIC' SHEET Title: _17)34 14• Z' • (4<;: ES' 21 . I 27 . sL Project: Client: Date: Page: . C taI 1— 'R. is' t72- + 47S v— -- 15 p, = t222..t( P 2? 1\1.6. ��� : - (05/6-.s%)) — VISSER ENGINEERING tR - P l5 e 3Cx e)i 15 e - 2-4 1 = 4c + •,(e- = Q4 3 0-74 e 4 15 k 6 = q. -t) : zz5 -t 4 5 s •+ 4 S 9. ot C1-0D t 3 x) - ) ZZS -+ 9 S A = 4-44 i- .g ,c 15.1 '- 14 . t7 Locke z...42_ GRA b-. fe 6-P \ 14.2` P z x p (1 x� Foi 1, 1 i At To/-s.° t Q P ., •+ ? 4 = 4 ?.i CALCULATIO SHEET Title: 11 454- . I Project: Client: Date: 1 1 Page: 17 ,e1:3* .. R • I s ` + S -I VISSER ENGINEERING Orcolo p AC-aFortt• �'1 or►aG.�,� T' t a-.i • it Go!ut CALCULATIQ' SHEET Title: �s4 Project: Client: Date: Page: -7.. 6 1:Z1, $15) 2. C'r4 iA 14- 30 k /62: 4 . z7 `) L /30 /acs oir �vsl� •C.BS = 65 PS 113 ca /2. TC/O SPA e 674, 5 ? ( /CZZ ? -coe. • If " 5:7 Y/2_5:r....,1* Cj 72,7 - 4-05 I -r 4 ve of 3- 603 TZ 6 VISSER 'N • "41 ENGINEERING - 1k O.) %fax \Naa. L I I V CALCULATIr ' SHEET Title: Project Client: Date: Page: 7 •q eZ) . °."2 ttICID V 1 64,42N ( :j - (.L (Au- t (36-S) k *,S` t. 3-= C 2 -) * L - ' r• 4:- ``. LA-1 1 Rift- c-i-fi\( \i6f24. F cl• = l ( 3 7 1 Fz o .`t?f VISSER Title: a ENGINEERING Calculation Sheet Grade Beam Design Grist 1 I Spacing: 15 Earthquake Load: 81.9 Dead Load: 16.2 16.2 Footing Weight: 3 3 Grade Beam: Gravity Moment: 2203.88 kip-ft Earthquake Momen - 1228.5 kip -ft - Case 1 Footing Reactions 1 32.925 kips 49.1125 kips Actual: Footing Reaction) 2: Actual: Design Shear' 1: Design Shearl 2: Vu: Design Moment' 1: Design Moment' 2: 49.1125 kips 0.45 - 29.4625 - 22.7125 0.45 19.65 26.4 41.2475 0.225 0.225 Mu: 0.315 b: 'inches le 0 10.15 65.025 kips 32.65 kips 32.65 kips 16.1875 kips 16.1875 kips 45.7375 52.4875 - 52.4875 - 45.7375 73.4825 - 391.088 345.6 547.523 d: Project: Client: Date: Page: 15 -81.9 16.2 3 21.15 kips 16.1875 kips 16.1875 kips 65.025 kips 32.65 kips 32.65 kips 4 15 feet kips 16.2 kips 3 kips cg = 2203.88 kip -ft 1228.5 kip-ft - Case 2 -26.4 -19.65 22.7125 29.4625 41.2475 phi Vc: phi VsImin: phi Vulmin: 22.5 feet x = - 30.3855 feet P/Mot - 0.10042 x - 14.7494 theta = 1.0975 32.925 x - - 30.3855 fee: 49.1125 P/Mot - 0.10042 x - 14.7494 49.1125 theta - 1.0975 -0.45 kips kips -0.45 kips kips kips 40.7706 kips 29.546 kips #3 Q 12 "oc 70.3166 kips phi Vs19: 39.3947 kips phi Vu19: 80.1653 kips #3 ®9 "oc 345.6 0.225 kip -ft - 391.088 0.225 kip -ft 547.523 0.315 kip -ft ,15 inches F: O.9.18Sb kip -ft Ku: 5483+2- 155 rho req: - 0704425 c •c)p � L As req: 4.266 -sq- inches ? . �3 (6) #8-bars-Top-and- Bottom -- (6 -, r; VISSER ENGINEERING L aco-N, - • "*k P t...) L1 t • () 1. r") ■ N. t 05-44- OLD A.) Ce NC.., 4" I 4 "' 4 CALCULATIO SHEET Title: Project: Client: Date: Page: e) - ;- ..-_ (: •., 1-1 . I I , '2 1 1 (t;) ( cut) o t • • - L. C . • — I I I 111 \ -1 7 "IC 99 99 99 99 9 2 & & Irv** /FF1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. mm 9591 88 • rit tig 88 LI 1 88 8 88 It 88 1 a t T 8 t 1 .0111 ■ .0.11 4 .0.61 ,D411 8888 as Dl %IN t I ;It I 8 9111 9911 a a CI s : Qs . e Th r 37r (21 /- L L1 L L?) Lt7) 111!. C)i --,' Z Es_ T 0 r, T I T --.:, -4- 7_ -, E r 7 . _ ....... 7.5-- • • .. I( ? N? - . --) .- 3 c., 1 5 ) S1-4 -4 1 : I\ r • ; I.. u ;1 ' p t :r rc —1 ;... -,-, 1 c . 11 t'• 1 C \... 1\1 > • -K _f% ° -°- ,,J _a- r o N d R Ci -.1 ■,.., :c. Id F ,.=: — -, r\ • ■, -.: , ;\ •-_,, -, - -7, .. n ... , i :- „., . ... .*_ ----- _ •cl — ; ; ...1 — % • -:::- •-) i ,). •., '-', -;•*. .".. ..1 ..--. "•• . ../ , :•-• c ' . , 7, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 .;•IXttrt • -gor • ,..t..14f, . • • pt 15/54.1 • t Tuoth fal e' - ",' V zt tLit- ' S 10/54.1 ' of- X4. T510.;, -73 I s‘P. t 5 1.5*-0 (-3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 tb.4 g LJ Existing Brace Frame VISSER ENGINEERING 1 j At Title: k;rfe, j 4 "5.5. A'S t o CALCULATIC SHEET Project: Client: Date: Page: F i rt ;L. . VI SSER ENGINEERING ( t. t "Ft-, : l .._ 4 - 2 /14,, r. t 4.5 (2) r ( . 6 � 1)r i tV- t 2� CALCULATIO SHEET Title: Project: Client: Date: Page: �) L (3: _\11 i • �.. VISSER ENeuNrtRuNc Calculation Sheet Title: Grade Beam Design Project: Client: Date: Page: Said: E E I3 ,I Spacing: 15 20 8 feet Earthquake Load: 81.9 -81.9 kips Dead Load: 27 2.1 25.9 2.1 kips Footing Weight: 3 1.4 3 1.4 kips Grade Beam: 20.25 kips cg = Gravity Moment: 1649.88 kip -ft 2054.58 kip-ft Earthquake Momen -1638 kip-ft - Case 1 1638 kip -ft - Case 2 21.5 feet Footing Reaction) 1 85.3583 kips 0.79167 kips x = 0.14042 feet 67.202 kips 32.5652 kips - 13.6172 kips P/Mot = 7.25474 x = - 5.89715 Actual: 85.3583 kips 0.79167 kips 0 kips theta = 2.30912 Footing Reaction! 2: 52.0719 kips 34.0781 x = - 23.1511 feet 0.26098 kips 51.1585 kips 71.5174 P/Mot = 0.20681 x = 0.10255 Actual: 0.26098 kips 51.1585 kips 71.5174 theta = 2.54487 Design Shear! 1: 0.45 - 54.9083 36.45 -7.55 -0,45 kips - 48.1583 45.45 -3.95 kips Design Shear! 2: 0.45 30.45 - 41.461 27.1806 - 37.2369 kips 37.2 - 32.461 30.7806 kips Vu: 76.8717 63.63 43.0928 kips phi Vc: 38.6852 kips phi Vslmin: 28.0347 kips #3 ® l2 "oc phi Vulmin: 66.7199 kips Design Moment! 1: 0.225 - 772.775 46.225 0.225 kip-ft Design Moments 2: 0.225 507.6 - 231.62 0.225 kip-ft Mu: 0.315 1081.89 324.267 0.315 kip -ft N /� A b: 1 inches d: 2 6 inches F: 0.P92 kip-ft EobC h: 1203:44.-- inches Ku: 1403:4 603 0 rho req: -0.03f* d .ot As req: 1A474.sq,- inches- 1 6 .75 (3- 1}49 Bottom phi Vs19: 42.0521 kips phi Vur9: 80.7372 kips #3 ® 8 "oc VISSER (wait -- ENGINEERING 0 - Z5 : k Y�- IS �r 2 - ~ Z: 6, L ^^ t S� CALCULATI SHEET Title: Project Client: Date: Page: 3o. 7 act- -t ei-C .S IL z . I zS 1 I 1 .4 L 4- ,11 2 = Z IS' 4- L. 1"; ' Z .r 2• (S‘ t 4h.�} 1 .Zt_•mac_ 4 %C - 9 .et` VISSER ENCINIIRING Calculation Sheet Title: Project: Client: Date: Page: Grade Beam Design Slid: Spacing: Earthquake Load: Dead Load: Footing Weight: Grade Beam: Gravity Moment: Earthquake Momcn Footing Reactions 1 Actual: B 15 15 78 -78 2.1 2.1 27 1.4 1.4 3 14.445 kips 1170.5 kip-ft -1170 kip-ft • Case 1 51.4317 kips 42.8709 kips 51.4317 kips 0.03328 kips 17.155 kips 0.03328 kips �2 - 8.56086 kips 0 kips IL+ 0.1 feet kips 0.01 kips 0.01 kips cg 378.597 kip-ft 1170 kip -ft - Case 2 15.05 feet x = 0.00971 feet P/Mot = 103.085 x = - 4.99353 theta = 1.71439 I Design Shear' 1: 0.45 - 47.4817 - 40.7317 40.735 47.485 -0.515 -0.47 -0.45 kips kips Vu: Design Moment' 1: 0.225 66.4744 - 661.376 66.479 0.27425 0.721 kips phi Vc: 39.932 kips phi Vslmin: 28.9383 kips phi Vulmin: 68.8702 kips #3 Q 12 "oc phi Vs19: 38.5843 kips phi Vuj9: 78.5163 kips #3 ®9 "oc 0.225 kip-ft Mu: b: 0.315 inches 925.926 d: 0.38395 inches Ku: rho req: As req: 0.315 kip -ft N. 39 kip-ft 966618 - 4 4.02225 -, 0.60 -1 826365 sq. inches- 61 -.°28 /1 _)- #9'rars Top and Bottom Ci f VISSER tgi ENGINEERING Project: Client: Date: CALCULATIO" SHEET Title: Page: i E w cd 2 Oc Cc 7 rs-I 2 2 , --c..) /2:W /2:W / A: R fil 4__. _, c.:5, . 1 7: - ;51;(...1 r , 70 ---t. U) u . r 66 A-- uj 0 57 V U. -. U) 3 ILI V tu 2 D D CI d 8 D O i- tu 46 0.1 • ii) 1 ci e) , r q . z w 0 O _ 2 46. D f •■•■ e,2* April 16, 2001 Wayne Fortenberry PO Box 1062 Kent, WA 98035 Dear Mr. Fortenberry: Sincerely, encl 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -109 Southcenter Plaza 14900 Interurban Avenue S This letter is to inform you that your application received at the City of Tukwila Permit Center on April 10, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Bob Benedicto, Senior Plans Examiner, at (206)431 -3670, if you have any questions regarding the following: 1. Provide structural calculations to verify design. 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. L. Brenda Holt Permit Coordinator File: Permit File No. D01 -109 Steven M. Mullet, Mayor TO: Cizj' of Tukwila. Department of Community Development Steve Lancaster, Director g § COw � w U. Q N o w Do The Tukwila Board of Architectural Review approved the design of this building in 1979 under File DR- 33 -79. Due to significant earthquake damage which occurred w on February 28, 2001, it is our understanding that exterior building repairs and o related design changes are now required. . Cu z UN I have reviewed the proposed design for the building exterior based on the plans o submitted under permit application D01 -109, referenced above. Per TMC z 18.60.030(D), this design is approved as a minor, insignificant modification which will have no impact on the project design. Accordingly, review and consideration by the Board of Architectural Review is not required. Duane Griffin Brenda Holt FROM: Steve Lancaster DATE: April 11, 2001 RE: Southcenter Plaza Earthquake Repair (D01 -109) 14900 Interurban Avenue 4tfa 06141/ f^� Steve Lancaster, Director Community Development cc: Jack Pace MEMORANDUM DATE: q / D t Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 April 9, 2001 Bob Benedicto City Of Tukwila Permit Center 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Southcenter Plaza Seismic Retrofit Dear Bob, I have analyzed the exiting requirements for the above named project to determine the rating requirements of the corridors. 2 exits are required due to occupant load and 2 story construction. 3 exits are provided. Per 1004.2.3.3 there are not any individual spaces that require 2 exits per table 10 -A. (3000 SF of office occupant load). The exit path form the individual spaces complies with the definition of "Hallway" per 1004.3.3. No rated "corridor "components are required to exit this structure. If you have any questions please call. Sincerely, Tor -Jan Ronhovde, Architect The Ronhovde Architects, Inc. T H E RON HOVDE ARCHITECTS I N C 6625 South 190 Street, Suite B -105, Kent, WA 98032 PH. (425) 656 -0500 FAX. (425) 656 -0501 ACTIVITY NUMBER: D01432 DATE: 10 -10 -01 PROJECT NAME: Southcenter Plaza SITE ADDRESS: 14900 Interurban Av SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Is Issued DEPARTMENTS: ,0( Bui�ldiision �� Fire Prevention Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Approved \PRROU f E.DOC 5/99 TUES/THURS ROUTING: CORRECTION DETERMINATION: Approved n PERMIT COORD COPV PLAN REVIEW /ROUTING SLIP Structural Incomplete ri Structural Review Required APPROVALS OR ORRECTIONS: (4 weeks) I Approved with Conditions n C C r REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-11-01 Not Applicable n No further Review Required REVIEW R'S INITIALS: _ DATE: >rr:.iiAmtill'iti .O%1/. DUE DATE 1 1 -08 -01 Not Approved (attach comments) Fl REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions Ft Not Approved (attach comments) Ll n DATE: DEPARTMENTS: Building Division Public Works Complete C Comments: Approved \PRROUTE.DOC 5/99 PERMIT COORD COSY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -109 PROJECT NAME: Southcenter Plaza SITE ADDRESS: 14900 Interurban Ave. S. SUITE # Original Plan Submittal Response to Correction Letter # n c CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions Incomplete LL _ J , �iu� 5 REVIEWER'S INITIALS: DATE: 9 -27 -01 Response to Incomplete Letter # 74. Revision # 2 After Permit Is Issued n n Planning Division Permit Coordinator DUE DATE: 10-2-01 Not Applicable No further Review Required DUE DATE 10 -30 -01 Not Approved (attach comments) n n n I 1 DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Bui ing Division E of Public Works Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN RE SLIP ACTIVITY NUMBER: D01 - 109 PROJECT NAME: SOUTHCENTER PLAZA SITE ADDRESS: 14900 INTERURBAN AVENUE Original Plan Submittal Response to Correction Letter # DATE: 8 -15 -01 Response to Incomplete Letter # XX Revision # 1 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: CORRECTION DETERMINATION: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions REVIEWER'S INITIALS: Fire Prevention Z1 AOC $ -zo a Structural Incomplete C n Planning Division Permit Coordinator DUE DATE: 8-16-01 Not Applicable No further Review Required DATE: DUE DATE 09 -13 -01 Not Approved (attach comments) n DUE DATE II DATE: z ccw 00 COw N w w w < ZjE 2 p O N © F- wW U. ro w z p PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER:D01 -109 DATE: 4 -18 -01 PROJECT NAME: SOUTHCENTER PLAZA SITE ADDRESS: 14900 INTERURBAN AVE S SUITE NO: Original Plan Submittal Response to Correction Letter 1 Revision it AFTER Permit Is Issued Response to Incomplete Letter it DEPARTMENTS: Buil • i Division 611-v1 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: TUES/THURS ROUTING: Please Route Lf Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved WRX(X/ 1 MX' Fire Prevention pi Planning Division Structural Incomplete in Not Applicable [1:1 Approved with Conditions REVIEWER'S INITIALS: C Permit Coordinator DUE DATE: 4-19-2001 No further Review Required Not Approved (attach comments) PERMIT COORD COPY C DATE: DUE DATE 5-17-2001 Not Approved (attach comments) ri DATE: DUE DATE I I DATE: PLAN REVI W/ROUTiNGSIJP ACTIVITY NUMBER: D01 -109 DATE: 4 -10 -01 PROJECT NAME: SOUTHCENTER PLAZA (EARTHQUAKE REPAIR) SITE ADDRESS: 14900 INTERURBAN AVE SUITE NO: Original Plan Submittal Response to Correction Letter ft Response to Incomplete Letter # Revision / _ AFTER Permit Is Issued DEPARTMENTS: P /3 Buil Divi inn d u U Public Works DETERMINATION q(7._ Fire Prevention hf� 4—iZ -o) Structural F COMPLETENESS: (Tues., Thurs.) Complete Ej Comments: e nti f(i f ► jhr J mit i d 4 — 1( Incomplete TUES /THURS ROUTING: Please Route LI Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved [ Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n <MX Nr1 Approved with Conditions tide fl REVIEWER'S INITIALS: Planning ivision ) 4 - O Permit Coordinator • DUE DATE: 4 -1 2-2001 Not Applicable No further Review Required DATE: DUE DATE 5-10-2001 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: Revision Date Staff Date • Staff No. ; Received Initials I Issued Initials /5 / ' "„ c.. 7 ,' _ Summary of Revision: .�� • : -, ‘le(:, ic et-el e ...eez 6 ,;G %G Li-, .�tt1.4'C' ...G`,if, -c../ .-'000 .-Q„4 OeLe- -` . elril sr,-._.) / - ems /I✓) CZ 77 0 " ;- Ccrrz -- Received By: ' y...\ a. - f �.� Vic_ ' �,C.. < <• �. inla<a nnntl Revision No. j Date Received Staff Initials Staff 1 I Initials j Date Issued Staff Initials ._ I 9- . 7 -01 I I . Summary of Revision: . + . /A l . , r , , . :..A , i L. .. �;.. .I� �' /... _ .L. L4 ..,. , EL ' I Received By: Revision No. Date Received Staff Initials 1 Date Staff I Issued Initials ,___,_ /0-10-of ((? J I / ' ' -..' i- ,-/ I ,S %S Summary of Revision: �Z,t; i"�'l G Jt L( t i ` � tt t 1i' /Y' (t Lt ,, c► t.. i 1 c f: t/ Received By:_ PROJECT NAME: LZec-i% Site Address: /V /fli< ( . 9 /✓c- Revision I No. Date Received Staff I Initials Date Issued Staff Initials Summary of Revision: Revision No. Summary of Revision: ,/G' —.x'.9- - 4/ Date Received REVISION LOG PERM. NO:. .bv% - /C)7 Original Issue Date: Received By: Staff ' Date Initials Issued Received By: (please print) (please print) (please print) (please print) Staff Initials REVISION SUBMITTAL City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 0 - / d - 6 ( Plan Check/Permit Number: £ fD) * /0 9 Response to Incomplete Letter # C3 Response to Correction Letter # Tir Revision # 3 after Permit is Issued 0 ,4A - e Project Name: Project Address: /t1 9 00 Contact Person: LOA fA T-e Ito Iz to n vj Summary of Revision: 0Q.4. LL, : S C DA e 5 / M ©-u:t,_. RECEIVED CITY P TIUKWILA� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: If Entered in Sierra on / 0 /V - C Phone Number:0 (, - 390 - PERMIT CENTER ISO Na 3 08/30/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila. WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fair, etc. Date: C 7^ :l- 7-- D I Plan Check/Permit Number: 0 [ — 1 01 ❑ Response to Incomplete Letter if ❑ Response to Correction Letter It © Revision # g" after Permit is Issued Project Name: c \ CC4U C tz � Z_ Project Address: 19e4 ✓a i , Contact Person: 1t.11'4.0 �, A, c/L'�c.- �./ � c +rc._ Phone Number: pC) (0- 390 -7s 3 3 Summary of Revision: { 1. tcw S �7 { • c t v44.- t r rFs T Li4 c ; u RECEIVED CITY OP TUKWILA SEP 27 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio n Received at the City of Tukwila Permit Center bv: vkaA ) ❑ Entered in Sierra on 08/30/00 Date: 9 1 6 D R City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: O�-i+ 'AZA•- Project Address: \` cD O .- ,� i +e b ,4...i ( , Contact Person: LOlt1A c: 1.0 n.vz1 Phone Number: v2 Summary of Revision: V- 1C., & 1P4a - to c,e_,E1. Ci ) 5 Plan Check/Permit Number: 1) Q 69 Entered in Sierra on �? •'�' "v/ ACC-- ruff (SS H CEIVED Sheet Number(s): • t4 - D I PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: , )41 08/30/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 1 c6— C 1 Plan Check/Permit Number: DO 1 -109 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: SOUTHCENTER PLAZA Project Address: 14900 Interurban Avenue S Contact Person: Wayne Fortenberry Phone Number: 66' 390 -1 3 3 Summary of Revision: oZ 5G f 5 o '� 2v�L� (L e i.nLa t: o v- , s; 1.J Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Entered in Sierra on -- 0 ( C ;Tv .- r. APR 1 8 2001 "Cloud" or highlight all areas of revision including date of revisions PERK E�t +IT CENT Received at the City of Tukwila Permit Center by: ` 04/16/01 c:- V Signature Issued by DEPART NT F l.,�t3T.3R`k INDUSTRIES REGISTERED AS PROVIDED BY LAW A. CONST CONT GENERAL REGIST. # EXP. DATE CCO3 TWFCO * *137PZ 07/01/2001 EFFECTIVE DATE 10/09/1987 T W F'CONSTRUCTION PO BOX 1062 • KENT WA 98035 -1062 JOB NO /CMS MAIN 0Y. L1S/J06 CHECKED BY. TJR DATE' 4 . o9 • o SITE PLAN COVER SHEET 440.1.o1 o &MCT• sol5ns - _ - at --- spface-s M • ■ it lt • 7 9.9 tt E 'v ADD _- %;:\ rigtalEZTQatt n a _ —±• _ 0it2- 4ir}- 153/tAtit - -- -- . e4E.E.7 lNDE CO/ 6R 51 T I s s # 2 uv OVSRA . FL.�P. p1_p rJ 1"--T FL- • 1.IOR11 -1 HALF `e SouTH HALF r 1 "P 1-c;t9 - N ORTH HALF /H2 F 1..t:271z Gx0u TH (.141.F !r� TER 101 E=L2JAT1 OIJ 5 N au C:EaGT1 oi•JS SEGTIONS t'1411_ s q«+ wqc Lot -_-. IV ogLGN4 ✓ co tes ��lslit IS oF LT Co 1JS T12 uC.TI OI.1 . 7cc-a PsiIJ FL rR. P�tZf =A P�;.L -oI. -1 AdL P fZ �A N. Cope kio7�s EEG•( CO DE N 2 'JSEG GH 5I -II W CO1PLIP,NCE M T_Hop: I 'fZ i - =Loop. P'R� 9 1 5 - 7, 7I S1= TOTAL W ALL AREA : 1 7, Fcr CHEATEr7) To Tat GLAZIIJG AfaAAA : 0cX C i tJ c. DOCKS Sk. L k31-I T5) 1 /GL.a -11.16 FATIo; -1 ' ' 50 14/,& - Cy RT1c 1- caLH21QG OVSR -NEAO oLAZ1►.12: HO WE. f' °r 0 NE1•J �cR CGG; ,4 F I}.ISUL Ai tQIJ : '. r2O (.1= I ' D) PALL L i U SUt- PTIO1J : p- . 1 I C R 13 # 1 . I°I US 0) 0443 t' IM ; NOI.JE SCR 1X22 . 4t2 orPOUE Ozing43 N0IJE rl-ot GEp Dt) D ot V E (°1'76 de; 1 U P - � 7 51'R �1KLLn , - cF = i(-6 5 37, Co SF LJh1L, l.� ITEO PER S. 2 • 2-1:. Fr Q N T E- U - Q 6 A, - ►4 A V -_E t4 L g 1 C_ti4 [_r _Y_ //.. P ` == = t T¢aiL - Legal Des: notion . ?aBgaixlLT Tract 1 of Interurban Addition to S eattle, according to T� KIiSg$f�r s T8gltbf`dii 10 of Plats. page 55. in new that pnrticn lying Northerly of a line which extends Itprteasterly. ieriesdicular with the Westerly - .line of said tract._from a point on said Westerly line which is 685 feet Southeasterly from the Northwest corner of said tract. PARCEL B: • That portion of the following described.property lying :between the South line of South 289th Street as con - veyed by Puget Sound Power and Light Company to the City of Tukwila, by deed dated October_25, 1965, re- corded August 2E, 1965, under Auditor's File No. .6557639. and the South line of the Northeast quarter of '. Section 23. Township 23 North, Ranee 4 East, W.M.,-in . King County. Washington. - That certain piece of land 100 feet wide, 'being 50 feet in width on each side of the centerline of definite T of .the Seattle- Tacoma Interurban Railway (now Puget Sound Electric Railway) across that portion of =the William H.- &illiam Donation Clam lying within the - Northeast quarter of Section 23, Township Z3 North. Range 4 East, W.I., in King County, Washington. the centerline of said strip of land being more particularly - described as follows: . Beginning at a point of the North boundary line of the ' William H. Gilliam Donation Claim in Section 23. Town - .ship 23 North, Range 4 East, 4.14 _, 230_7 feet from the ..Northeast corner of said Donation Claim; -- thence South 22 ° 37' East 1 feet to point: 'thence curving to the left with a spiral having 9 chords '21 feet long. a distance of 189 feet, through 7 ° 3N' of curvature to a point; thence continuing tarttng_tWttirstkaft (right decree curve through 23 °08' of curvature a distance of 2d9.2 feet; thence continuing curving to the left with a spiral having 9 chords 21 feet long, a distance of 859 feet ' through 7 of curvature to a point' thence South 60'45' Last 509.5 feet to a point on the left bank df the White River, which bears South 29 ° 55' ' .East from the Northeast corner of said William h. Gilliam Donation Claim a distance of 2443.2 feet, said . EPT of land in King County, :1ashington. that portion conveyed to the State of Washington ;'(or highway purposes recorded under .auditor's File Noss - 6557639, 661+483 and 7212143434 AT . rt RM1T IRE , FOR: , ;HALICAL Ift�t TRICAL .:'KING 5 PIP:NG CITY OF TUKWILA BUILDING DIVISION FILE COPY - 1:nderiand tt : g Plan Check appron%ire eras r c.rassens arat appoint W •-! C SS nd>F.: r2s aye woARun o ari _d :ode !° Ce: ,ance Receipt tI 17a - v . .; co y of ap oued pans wanzaklacligs6. Per+-1 No 17vr. fi /ISIONS N Q J y a 1 1 - LL CC W H I-- 22 Z LLI U N =w I- :D � 0 0 0 a) • : SECOND FLOOR PLAN plc - NORTH STAIR FIRST FLOOR PLAN 140 BIC h ENTRY LOBBY LE: • REVISION NO1.3. bo or rE o c c E14-0,,,, 00 ¶ 8 2001 °Emir CENTER HO. 611111*...- 7.75 5: th Street, 54...fte. 03: (425)656-V-30C B FAX (42F--)656-Ci N344 SEPARATE PERMIT RED FOR: .I-;ANICAL • CTRICAL • MLS:NO V 6 PIPING :ITV OF TU)WILA :UILDING DIVISION 6E1 CONTENTS, FLOOR PLANS DATE JO!, NO 200E09 •-•fts A I 11•1 Meer_ tn.& Rf.CEIRED ARCEWI V 17 l -JAN Mt - S!Al. lk "Clad FILE COPY I understand that the Plan Ch ap7va:s are s to errors and OnliSS,S 4:nc approval of plans dces not soh,7 -a nf any adopted code or ordco Roc:: of cun- tractors copy of approved plans aP.KnaMedged. BY Date — Permit No. Amp( .4cm 7 ppl DESCRIPTION 94iEET NO. s a S L l « •1 PIEVIbIONI NO. KENT, W45 it sT ., 98032 (4511146-40500 • FAX (425) 686 -0501 rOnhavdearchitoctrzom 3 4 S 6675 S_ S ->ID5 N J vi a. I" ui CC cc z 3 IJ.IF- I w c o� z W Y W Z � o� 0 0 V♦ FLOOR PLAN 1ST. FLOOR NORTH END DATE JOB NO. WIN MAIN BY. LIA/JOS CHECKED BY. T. DATE. DEeCRiPTION • BFEET NO. A1.1 s LOOR PLAN v N C i4. M ' IQNT, WAS f TON 98032 (4251656-0500 • FAX (425) 656 -0sC1 r+ortawdesr W t.ctscom T[R- 1101/0AN SATE OF SI19NICTOi GREET CCNTENT6, FLOOR PLAN 1ST. FLOOR SOUTH EN D ND. 2 3 4 s DATE Me No, MOM DRAIN dY, Li aiJ 6 CHECKED BY. T. DAM. DESCRIrTION GET No A7.2 I 4 r M • • MALE . KENT, til." , NW OK. 98032 6425) 656 -1600 • FAX (425) 656 -0301 ►roricovdaarcJhitactarow N J 0- I- U- 'V U.I L f Q Z U L1.1 0(0 � H O 6FEET CG4TTEN113. NO DATE 2 3 4 JOB NOS 200109 DRAIN BY, LIS/J06 CHECKIED BY+ TJR DATE. �olyaw nf+aoE STATE OF rolCTa 0 0 0 NO 14 2001 HS too FLOOR PLAN 2ND. FLOOR NORTH END DESCRIPTlCN SHEET NO. A2.1 « 4 N • M • LOOR PLAN WALE. Va'• IV' to9 SHEET CONTENT& FLOOR PLAN 2ND. FLOOR SOUTH END NO 2 3 4 S . Na. Samos PRAM BY, Lt& CHECKED Ey. T,R DATE. 6625 5 f 90th St 3v' es 5- iOS KENT, 11,1486 -FNG 913032 (am) 656- 4SOC • FAx ( 425) 656 A rorhovdserchitscterw► DATE S Nt OF ILISSOCTOk DESCRIPTION 6•EET NO A2.2 I - Nl III III III III • III a III I1 ■N IN III III IN ■n III iii III - in Ili 111 In no III ■ HI n ill one in on In Al ism III III on on III no moo III I III Nuu •• Mu no II III III III 111 III III -- -- G::.'~`�^' 4 r --' ` ris•. Se ' a __ +al.aoe -- _ i':'" S - . ...►.ems ':_:3 yam:;;, ^C" =' ^c %:.e= _ .. _ - �s x ` s WEST ELEVATION SCALE. r• v EAST ELEVATION SCALE. I'. b'-0 SOUTH ELEVATION SCALE. I•. w'o• NORTH ELEVATION SCALE. I•. w'c• Go14G1E'E .—- BEAN (Pee STRUCTLRAU Gowc e •61RAOE TAW (ree STRICTIMAU CO VIVE • otAOE MAW O SneJC VRAL) INSULATED VISION GLAZING SPANDREL GLAZING CONCRETE BASE - /SEE SMALL SCALE ELEVATIONS FOR LOCATION OF CONCRETE "GRADE BEAMS ") NOTE: PROVIDE CONCAVE OR RODDED MORTER JOINTS CONCRETE BASE PILASTER SCALE. V4•• I' BRICK PILASTER BRICK SOLDIER COURSE EIFIS CORNICE W/ PAINTED CAP FLASNMG — --- - � nIliii r mn�ifih fl u uuiirftiiiinhuino Im= nnn1uiuuunnnnuniuunuiuiirmn1 = inmi1mnumuiuiu unnunum�uuumuiumnnnunnuum�iiuuiui - - _ PARTIAL WEST ELEVATION 1114.25 5 f90tt+ Sc S.. :s a -105 KENT, 1.1.45.- NdaTCfi•1 99032 (425)666-0300 • FAx (425)656-0501 ronhavd.arcrrt.ctaxo.+ lat-ivi Io sw•r or ws iec*a EXTERIOR ELEVATIONS OPTION 1 NO. DATE DEeC I TION 4 -l-a FF. FF. s3 - • EAS' 2A '-5 /6• • rEST EXISTING ADOBE BR:GK TO BE REMOVED EXISTING ADOBE BRICK TO BE REMOVED FOOTING TO REMAIN 0 EXISTING WALL SECTION YALE• 9/4•. I' -4 -- EXIST1N6 DBL. GLAZING STOREFRONT SYSTEM TO BE REMOVED EXISTING RIGID INSULATION EXISTING SUSPENDED ACOUSTICAL TILE GEILIN6 HAMBRO FLR SYSTEM EXISTING SUSPENDED ACOUSTICAL TILE CEILING EXISTING GONG. SLAB 4 MIL VAPOR BARRIER GRAVEL BASE 4', ON COMPACTED FILL FF. F.F. CLIP EAG•4 STUD TO SLAB EDGE BRICK VEA€ER I AIR SPACE 15* BLDG. PAPER VT GYP. SHEATHING (170‹,�I HEWS) 6' STL_ STUD•I6' O 20 6A W R19 INSULATION 5 /b' 6he NEW CONC. GRADE BEAM WALL SEC. W /GRADE BEAM YAL!• 9/4'. 1'-O• EXIST. R20 R640 NSA_ EXIST. PAGE OF COL. EXIST. 6R;D LINE EXIST. T5. C/A... f EXIST. SLAB FLOOR 2 I/2' 5TL. STUD •24' O.G. FURRING RI3 INSULATION EXIST. SUSP. CL&. • 9 -0' AFF EXIST. SUSP. CL6. • 9' -0 AFF FF. FP. DbHD CLIP EACH STUD TO SLAB EDGE BRICK VENEER 1' AIR SPACE 15* BLDG. PAPER I/2' GYP. SHEATHING (DENS- SHIELDS) 6' STL STUD•16" OL, 20 GA RI9 INSULATION 5th' 6WB NEW CONC. BASE WALL SEC. W/O GRADE BEAM SGALL. 9/4•. 1•-0' PATCH aR AT PERMETER 2 1/2' STL. STUD •24' O.G. FURRING RI3 INSULATION EXIST R20 Ra60 INGUL EXIST. SLAB FLOOR EXIST. .,, _ .C,L6. • 9' -0' AFF EXIST. SUSP. GL6. • 9' -0 AFF 0 S. fast. Sc_ S.'•..e We KENT, WA34- ^ - ON 98032 (425 636 • FAX (425) 656 -0301 ro*hvva•arcHtecucom Q N -J 0- I- Ii- JJI zo CC i— L1.1 Qci 2y I— :D 0 Sew cCNTENTS SECTIONS NO. 3 4 S DAM JOB NO. 200103 DRAWN dl's IYANOd CREC ED BYE Tit DAM, Dr OF T Ut(WIU APPROVED MAY 1 4 2001 w1tU DESCRIPTION SWEET NO. A4.1 V6R�AI r'= M FF. xN e• 3/4•. r EFt5 GORiotC.E CLIP EAC» STUD TO SLAG EDGE BRICK VENEER 1' AIR SPACE 15* BLDG PAPER V2' GYP. SHEATHING (DENS- SHIELDS) 3 STL STUDrit O.G., 20 GA Rig INSULATION 5/S' Gr6 , 4 WALL SEC. W /GRADE BEAM PATCH 9R AT P3i.NETER EXIST. GRID LINE EXIST. FACE OF COL `Q EXIST. T5. COL. 2 -1/2' STL. STUD •24' O.G. FURRING R13 INSULATION EXi T. R20 81610 Its.. EXIST. SLAB FLOOR EXIST. 5U5P. GL6. 1 q -0' AFF EXIST. SUSP. CL6. • q' -0' AFF F.F. F.F. W_ rf15 GC tCE CUP EACA STUD TO 5LA8 EDGE BRICK VENEER 1 AIR SPACE 15* BLDG. PAPER 1/2' GYP. SHEATHING (DEN5- 514IEL05) 3-I/2' STL. . STUD•Ib• O.C. 2C SA Rlq INSULATION 5/8 NEIN CONC. BASE SGAL!• %'4'. rO' 41 )D(Diq PA CM 9R A' PER.NETER WALL SEC. W/O GRADE BEAM EXIST. R20 R•47 16.l_ EXIST. 6R' ;. LNE EXIST. FADE OF COL. EXIST. TS. COL. 2 -I/2' STL. STUD •24' O.G. FURRING RI3 INSULATION /--- EX ST. SLAB FLOOR Ex 5T. SUS' GL6. • q - 0 • AFF EXIST. 5U5P. GL6. • q' - AFF r i r✓ iiPS 5_ ItiOtt 51.. :to 8 -105 KENT, ILLA.Si NGTah c2 (425)1.564 QO • FAX (42.1') •56-41150 renh vdomsrchitocumen N J EL � 0 a s WI- l__w c �o Z CC W � Z U gl 0 m T 0 SHEET CONTENT& SECTIONS REVIOIONE DATE 2 3 4 3 JOB NO. MVPS DRAM BY, Lie/JOIE CID BYE TJR DAR. ari ! b 4 1 It 2001 DEECIEPT1CN S1EET NO. A4.2 • • • i a • no in on iii III ■ lilili ji■ I In III IA III III I III III III II III MU III III III I III III . 1111I In III n■ oil III mu In III III 1111 In III CHI lB III 111 ill III n■ III - NMI III In III III III III 1111 III III IIII WEST ELEVATION EAST ELEVATION SGALC • . b'-0 CONCRETE 'BRACE BEAM (RE R STRUCTURAL) SOUTH ELEVATION SCALE. 6GA.6 r. w•-0' NORTH ELEVATION CONCRETE 'BRACE BEAM OM R STIO.CTURA) CONCRETE •BRACE BEAM' dhO! STRUCTURAL) CONCRETE 'BRAG[ BEM, Pat STTaIC - RA.) 1 SPANDREL GLAZING CONCRETE BASE PILASTER 1 INSULATED VISION GLAZING CONCRETE BASE - (SEE SMALL SCALE ELEVATIONS FOR LOCATION OF CONCRETE "GRADE BEAMS ") NOTE: PROVIDE CONCAVE OR RODDED MOWER JOINTS GACJ! E 'SVC! BEAK rat Silt! URA J BRICK PILASTER BRICK SOLDIER COURSE EIFIS CORNICE W/ PAINTED CAP FLASI -I(NG 1n11Innnn-' iiIiii111InnnI1nniII1uI1InI1Innnnnn1 11 f' i111111111111111' 1111n1111111111111" 111111 unmiiuum unmmuinin mmmnnnmm uo PARTIAL WEST ELEVATION SCALE. 114'. I'o' I DV ID9 • 6625 5. WO" St SR.'•a SACS KENT, W1L9i INGTON 95032 (425) 666-teC10 • FAX 145) 456 -4,604 renhavdRSa,critect.cos+ N J 0- I—, LL CC O W I -. ¢ l ¢ z o LLI Qco H 0 SWEET CONTL+ M EXTERIOR ELEVATIONS OPTION 1 No. DATE 4 - l - 0 Joe NO. MOM DRAM OY. UMM)06 CHEO4ED BY. TM DATE. 4 -9-01 ROA -JM immix SGTE Of rtSSPRGTO• DEecltlf'TION PERMIT SUBMITTAL 6llEET No. 0 0 ckr OW WO May a MI k - 3 010 A3.1 l�l F.F. FF. SCALE. 5/4•. r-0 23 -4' • EST 24 - 1-5/8' • rEST EXI5TIN6 ADOBE BRGK TO BE REMOVED EXISTING ADOBE BRICK TO BE REMOVED FOOTING TO REMAIN VAAES EXISTING WALL SECTION • TOP OF CARDER EXISTING DSL. 6LAZIN6 STOREFRONT SYSTEM TO BE REMOVED EXISTING RI61D INSULATION • 5 PL By -_'-P ROOF 2 -: R6D :t8JLAT10i. tR20; FETAL DECK ; -I/2' TMC. 5TEI ► 406 EXISTING SUSPENDED ACOUSTICAL TILE CEILING IHAMBRG FLR SYSTEM EXISTING SUSPENDED ACOUSTICAL TILE GEILIN6 EXISTING CONC. SLAB 4 MIL VAPOR BARRIER GRAVEL BASE 4', ON COMPACTED FILL �7F F.F. F.F. EALE. 5/••• I'-0' CLIP EACH STIR TO SLAB EDGE BRJCK VENEER I' AIR SPACE 15 BLDG. PAPER I/2' GYP. SHEATHING (DETSr914IELDSi 6' STL. STI D•16 OL., 20 6A ' - RIq INSULATION 5/8' 6WB NEW CONE. GRADE BEAM WALL SEC. W /GRADE BEAM PATCH EUR AT 93c ETER EXIST. 6R1D LINE EXIST. FACE OF COL. 5/8' 5443 EXIST. T om . COL. 2 I/2' 5TL. STUD •24' O.G. FURRING RI3 INSULATION EXIST. R20 !WV IN .L_ EXIST. SLAB FLOOR EXIST. SUSP. CL.6. M 4' -0' AFF EXIST. SUSP GL6. • 4' -0' AFF Do(-10 F.F. FF. lGILG 5/4•. P-0' W 4 in CLIP EAC 1 57LD TO SLAB ED6S ERICK VENEER I AIR SPACE 15 BLDG. PAPER I/2' GYP. St ATHiN6 (DENS - SHIELDS) 6' 5TL. STUD• 16' OL., 20 GA Rla INSULATION 5/8' 6WB NEW CONC.BASE II WALL SEC. W/O GRADE BEAM PATEN BAR AT PERT ETA EXIST. GRID LINE EXIST. FACE OF CO.... 5/8' 60113 EX'ST. TS. COL. 2 VT STL. STUD 124' OL. FURRING RI3 INSULATION (EXIST. R20 R161D IIE�IJL EXIST. SLAB FLOOR EXFT. SUSP. CL.6. • 4 ' -0' AFF EXIST. SUS. C.L. 6 • 4' -0' AFF &MT cCI TENTS. REVISICNO 7 3 4 5 DATE C 0425 & 150th St B -105 KENT, UAS$4 98032 (425) i3b-05010 • FAX (425) 656-0501 rafivvcis•rchtt•ctoccen Q N J vi 0_ i - Ui < < CC ac LU z cc z W Z (I) W o tg o 0 V♦ SECTIONS JCS NO. 11,0105 DRAWN FJY, LIIE/JOS CHECKED OY. T,JR DATE, DEECKIPTKJN 4 0 • PIf.? •.r!�� Cc .Cr. j fr o u S D ; E>=� Su L. GL-AZI . a ova -- J.-II =EF F- ce-E c.2 be W /GFou T OF-1P SF -.;.F GE A L - ¶ S -fl 4 a 5 1 1 /2 ''= I' -0 is iIGK I" AIR SPa =E 1✓� � !�E T CAf f ( ! I - TS GoL CEXI -GT) 1r`2" cal? SHT'CC ''/2 2J ��uvs @ I 6�'o.0. 13 IN6ULSATIOIJ GT. S uGp c'1' -ail C•/__.; F 1') 0 I Gov i L r6, 5. • GI LL C 2 N° r1L001Z o111,11aa -'( G'oL. t3EioJD I 1 -o" ar -F r7� j..a> 2 , 2'" Sit. GILDS 24 G4, >z 13 1NSUL 4 9 1,1 i NGt'1.1 SI R .. ! 0/2) 11JSuL. �LA21�tG ALuM. SToREFR I.JT' SELF FL -ASra + S✓ ice' SEALA�+T 611.1 aS !EaG C 1J i FJrX:1.1 S. LL G Cow C, t:'a4e 1l /21' : Icoil s/4'— 13F -LCIe- '/ENEEIL I W I I.4E.Ep NoLE5 e ? 41is, Po DP- IP SI -IEL.F — 4 - - -- 3/4' GNAM tc,ap. - ---- -/" 6, 1/2_1i_ -61/2 r• I. • /2 I' T - u Fs, GoL, 2" M (aL � 411 I , , METAL. oO6 Es 3 -0 Ts co L, gEfoN t7 C �J i lz IGK Val-JEER I N ' rAr-e IS * 51-17.G. FELT Vz" G-'P SNT' 6.111 C pE�-1 S • 1 IELfl) sti GA sit . S•fl C 16„ oc., R- 1.1 IIJSuL. Gat," GI,.I P> 5 /fo' 6LJ13 `31moL. • Si -auaFE_ r__ _1• coL (o►JD U 2/2 I sn, s FURR O2s{II (2 • I" I O G LI L. 5/8' G.-J13 IcKSILL-C GRACE- 6-AM LA 1 1 \DG• '24 O- 25 • 41 13FR tG i' I►+, r+>;EP - Ot; =� G 2 4' 0-G. 6ao1,7 c f - 4 - GNAW Icera - / 7 ` ¢ is SILL COt.! G . T F, 4 'i;.f�5 iZ 11/2 i ,, _ o ;� IS 15'.o .r 1.1. 4 5 Z I P( e►C 16-r ( /4 j1, 11,t ` 1 REv I SED t.J TIet LAN jE -TS C.oL E5E{o1Jo k12 g1R 'LL I' r. R °AC.e b -cc,. F6.' Vz :s/r SHAT G C D_lt *N ELD) 'z GA St. sw la-144 , +su- 6 rb" GL-05 21/2" s?L , sTu r' FLJ -Rh.i 24 , �e.c. Fz. 1 - 3 .JSjL S-i/b'Gl -Jr SCENT, 1,4A5."GTGT. 98032 (425) 666 -0500 • FAX (425) b 4,JO r+orfnvdssrchhactsum N J vi a ui ti > CC O a s Q z 3 WI- I z W IJJ � � Lou) I 0 CD: 0 CONTENTS. DETAILS REVISIONS NO. 2 9 4 3 DATE JOB NO 100109 DRAW BY, Lue/J06 CHECKED BY. T. DATE. • DEOCPEPflCN 6HfET NO. A5.1 General Structural Notes GR R: A THE SCOPE OF' TES PRO-ELT IS TO DACE TrE EXS'cNG FAILED LATERAL LOAD R STNG :Y5Tal YIN NEW BRA.'% AND 5'R`"�6T - THING ERA: BEAN'S AR: ADDED O RAT OVERTURNING FORCE. NEW EXTEfc:OR YIA,15 ARE ADDEE, ADD AS A B ..)T —DESIGN SYSTEM_ ALL Ne' ALS WORKMANSHIP, DEIGN, AN T RCTIO S+A_ COFORm TC T vcAMtN65, AV E UN FOR .. i JIL'JING CODE ;IBC; 19- EDITION_ Ntl'c 80 MPH EXPOSURE EA ... ZONE 3, R = 6.4, SOIL TYPE 5, cOvTRCA: 9'.A.i PROVIDE TEMPORARY BRACING FOR THE STRUCTURE A`V S" R:CTURAL COMPONENTS UNTI.. ALL FINAL CONNECTIONS HAVE BEN GO!..1P- :1 :N ACCORDANCE WITH THE DRAWINGS. T+E ;ANTRA :2'0R IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND TIE METHODS. TECHNIOJ!✓, SEQUENCES OR P OCCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WR TING TO NE AR;H ECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY N'! ? NOT SATISFY THIS REQUIREMENT. QRAWINGS INDICATE 612ERAL AND TYPICAL DETAILS OF CONLSTRUGTION. WEER" C.OV.TIONS ARE NOT SPECIFICALLY L Y INDICATED ET ARE OF SIMILAR C 4AR -LTI3Z TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRICTION SHALL BE USES SaECT TO REVIEW AND APPROVAL BY THE ARCHITa.T AV TEE 5TR,'GTJRAL ENG I NEER. A— STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING DELIVERY, HA..VI_ING, STORAGE AND ERECTION iN ACCORDANCE WITH INSTRi1GTION5 PR:PAR0 BY THE SUPPLIER. SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STt ' SHALL STRUCTURAL STEEL SHALL BE SUBMITTED TO NE STRJCT'JRAi ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. SHOP DRAWING REVIEW: DIMENSIONS AV QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD AND THER.EORE MUST BE VERIFIED BY THE CONTRACTOR. TEE CONTRACTOR SHALL. REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE WILL BE MARKED AND RETURNED. '0° DRAWING SUBMITTALS PROCESSED BY NE ENGINER ARE NOT CHANGE ORDERS. NE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER NAT THE CONTRACTOR UNDERSTAN705 THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING NE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN 5H0P DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR 70 OR AFTER, SHOP DRAY N& SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRA,NINGS OF DESIGN BUILD COMPONENTS, INCLUDING STAIRS AND G' -- THE-- IBIGN1N6 --I FE56IONAL- ENGINEEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD F R LOADS IMPOSED ON NE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRCCTURAL DRAWINGS. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. INSPECTION: CONCRETE CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD MELDING AND HIGH-STRENGTH FIELD BOLTING), EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATIONS, SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1101 OF NE UBC AND TEE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GONGRETE CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCGORPANGE WITH UBC SECTION 1905 AND ACI 301. STRENGTHS AT 2 DAYS AND MIX CRITERIA SHALL. BE AS FOLLOV : TYPE OF CONSTRUCTION 28 DAY STRENGTH MAX. MIN. CEMENT CONTENT (f'c) SLUMP PER CUBIC YARD A, SLABS ON GRADE FOOTINGS TOPPING SLABS B. CONCRETE GRADE BEAMS C. GROUT FOR TUBES 3,000 P51' 5" 5ii6 SACKS 4000 PSI' 5" 6 SACKS 2(000 PSI ' MIXES SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED. THE MINIMU►MI AM IAN S OF GEL► YT'.TKZ)S MATERIAL MAY BE CNAN6ED F A CONCRETE PERFORMANCE Mix IS 904= TO TT STRUCTURAL EN6!NE R AND TT EUTI D1y6 DfFARTM ENT FOR APPROJA` TY10 MEEKS PRIOR TO PLACING ANY CONCRETE THE PERFORMANCE MIX SHALL WAIVE THE AMOUNTS OF GEC : , FINE AND COARSE AGGREGATE, MATER NO MMIXTI AS FE i- . AS THE WATER -<O 4T RATIO, SUMP, GONCC ETE YIELD NV SUBSTANIATING STRE 6TH DATA IN ACCORDANCE rtTH AGi 318 -89, CHAPTER 5. REVIE3N OF MIX SLEHITTA S BY Tip EIIGI?EER OF RECORD POICATES ONLY THAT INFORMATION PRE WORMS 6ENERALLY WITH CONTRACT DOCC01434T5. CONTRACTOR OR SIJF'PLIER MAINTAINS RILL FESPONSIBLITY FOR SPF.LtFIED PERFORMANCE REINFORCING STEEL SHALL C.OPFORM TO ASTM MI5 (INCLUDING SUPPLEMENT SI). GRADE 60, h 60,000 Psi. EXCEPTION/5: BARS 5PECIFICALLY NOTED AS SUCH ON TEE DRAWINGS SEAL BE GRADE 40, fy = 40000 PS' GRADE 60 REINFORCING BARS YfrICH ARE TO BE WELDE , SHALL CONFORM TO ASTM A706. REINFORCE—NS( COMPLYING WITH ASTM AbIS(SI) MAY BE MELDED ONLY F THE CONTRACTOR SL6M1T5 MATERIAL PROPERTY REPORTS INDICATING GO fORMANGE WITH WELDING PROCEDURLt SPECIFIED IN AJIrS. 01.4. MELDED WIRE FABRIC SHALL CONFORM TO ASTM AI85. REINFORCING STEEL PARTIALLY BEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD S&LT UNLESS OTT-ERASE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE YIN ACI 315-92 AND 318 -95. LAP ALL CONTINUOUS REIN IN ACCORDANCE W TH 'TEE REINFORCING SPLICE AND DEV"r.IAPMENT LENGTH SCHEDULE.' PROVIDE CORNER BARS AT ALL WALL AND FOOTING INT1R5 LAP ADJACENT MATS OF YELPED WIRE FABRIC A MINIMUM OF 5' AT SIDES AND ENDS. CONCRETE PROTE (COVER) FOR REINFORCING 5TEE. SHALL BE AS FOLLO4'€': FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" FORMED SURFACES EXPOSED TO EARTH (Le. WALLS BELOW GROUND) OR TO WEATEER (*6 BARS OR LARGER) : 2' ets BARS OR SMALLER) COLUMN TIES (OR SPIRALS) AND BEAM STIRRUPS: SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS I6°): 4 4' ANGHORA6E EXPANSION BOLTS INTO CONCRETE SHALL BE 'KKK BOLT II', AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS, AS MANUFACTUREEP BY HILTI CORPORATION. INSTALL IN STRICT ACCORDANCE WIN IGBO R7ORT NO. 4627, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICBO REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. EXPANSION BOLTS AND INSERTS SHALL NOT BE LED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS L LESS CrEGIFICALLY APPROVED BY THE STRUCTURAL __E INFER SHOT PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE HILTI CORPORATION, SERIES DS, 0.!77" DIAMETER UNLESS OTHERWISE NOTED, OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICBO REPORT NO. 2588. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I' UNLESS OT1&WISE NOTED. MAINTAIN AT LEAST 3' TO NEAREST CONCRETE EDGE. EPDXY-GROUTED ANCHORS (THREADED ROD OR REINFORCING BAR) SHALL BE GROUTED WITH 'SET HIGH STRENGTH EPDXY' BY SIMPSON STRONG -TIE. INSTALL IN STRICT ACCORDANCE WITH (G50 REPORT ER 5279. SPECIAL INSPECTION 15 REQUIRED FOR ALL EPDXY- GROUTED ANCHOR INSTALLATION/5. EPDXY-6ROUTED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER STEEL STRLICTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.IS.C. SPECIFICATIONS AND CODES: I. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL. BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF NE FOLLOWING SENTENCE IN PARAGRAPH 42.1: 'THIS APPROVAL CONSTITUTES THE OSIERS ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE 540P DRAWINGS." B. rXECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. STRUCTURAL STE$. SHALL C0WORM TO THE FOLLOMNG REf3A T5: 'TYPE OF MEKVZ A PLATES, SHAPES, ANGLES), AND RODS A56 B. SPECIAL SHAPES NC PLATES (NOTED GRADE 50 ON PRANKSS) A5T2 50 KS G. PIPE COLIJNte D. STRUCTURAL TUBING MINI SPECIFICATION 36 K5 A53 (`TYPE E CR 5, GRADE B) 35 K.51 A500 (GRADE B) 46 K51 E. ANCIiOR BOLTS A307 L N..ESG NOTED OTHERW-SE F. 5TE.- TO STEEL CONNECTION BOLTS A325 -N ALL A325 COfNN CTION BOLTS SHALL BE APPR WE:0 SELF LOAD INDICATING TYPES (W CH AS BURET-ENT LOAD INDICATOR EOM, LeJEUN€ TatSION CONTROL BOLTS, ETC), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NE MAR FAGTUREERS INSTRUCTIONS. ALL WELDING SHALL BE IN CONFORMANCE WITH AISL. AND AYIS. STANDARDS AND SHALL- BE PERFORMED BY WABO. CERTIFIED YELDERS USING E7OXX ELECTRODES. ONLY PREQUALIFIED YELPS (AS DEFINED BY AAN.S) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. MELDING OF GRADE 40 REINFORCING BARS (IF REQUI RED) SHALL BE PERFORMED USING EIOXX ELECTRODES MELDING WITHIN 4' OF COLD BENDS IN REIIfORGING STEEL 15 NOT PERMITTED SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENT'S OF MEN BARS. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL. TO CAST -IN -PLACE CONCRETE AND THREADED STUDS FOR CONNECTION OF STRUCTURAL STEEL TO OTHER ELEMENTS SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO A5TM AI08 AND SHALL BE YELPED IN CONFORMANCE WITH A.S. REQUIREMENTS. DEFORMED BAR ANCHORS SHALL BE TYPE D2L ANCHORS BY NELSON STUD MELDING DIVISION, TRW ASSEMBLIES AND FASTENERS GROUP, OR EON ALENT. ANCHORS SHALL BE MADE FROM COLD ROLLED, DEFORMED STEEL CONFORMING TO ASTM A496. EXTERIOR kNALL FRAMING EXTERIOR WALL FRAMING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER USING THE WIND AND SEISMIC P SIEN CRITERIA GIVEN. IN ADDITION TO RESISTING COMPONENT LATERAL AND VERTICAL LOADS, THE WALL FRAMING SHALL BE DESIGNED AND DETAILED TO ACCOMMODATE VERTICAL AND HORIZONTAL DEFLECTION OF THE BUIL DING: THE BUILDINGS JOISTS SHALL BE EXPECTED TO DEFLECT VERTICALLY BY AS MUCH AS I'. THE BUILDING ITSELF SHALL BE EXPECTED TO HAVE A MAXIMUM HORIZONTAL INELASTIC RESPONSE DISPLACEMENT OF 03 INCHES AT THE FLOOR AND Ob INCHES AT THE ROOF, RELATIVE TO THE FOUNDATION. THE WALL FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS .:/F THE Iggl UNIFORM BUILDING CODE. SUBMIT CALCULATIONS AND SHOP DRAWINGS, STAMPED AND SIGNED BY A TONAL ENGINEER LICENSED IN TEE STATE OF WASHINGTON, TO THE ARCHITECT AND BUILDING OFFICIAL FOR APPROVAL. - - Fleit CA'TIONSHALt VT BE6tNttfftE DESIGN -15 -AI'PR -- Dk139 Jurisdiction REID..11Dlil,E ON.lvc;. Crule 12, view consultant REVIEWED This plan was reviewed for general conformance with the following: N IZ I Structural Provisions of the Uniform Building Code ❑ Non-structural Provistoc _ of the Uniform Building Code ❑ W351)414 , 011 State [farrier -Free Regulations (Chapter 51 -30 WAC) ❑ Washington State Energy Code (Chapter 51 -11 WAC) The proj•-ct applicant is respon,ible for conformance with ail applica'tle codes, conditions of approval, w i ctr.;it rr(, urements subi.: to the t c.;ui.v r nts and inteT,ct tions of the voveuning authority. This t , is ve 6,> Arc t •^.nd i:cginecr of Record of the responsibility for a complete design in ac:.ordancc w,ih the laws of the governing ju.— sdiction aad the state of Washing.on. Date 0 Wimp STRAJ64T DEVELOPEENv T LJ376TH ) f 'G : 3000 F5 f' = 4000 to 5000 P5 0 BAR 51E TOP BARS OMER BARS TOP BAR; G'EER BARS * s4 * •6 * i • 5 • 10 -f 'TOP BARS' ARE HOR Z 4TA_ BARS MtTH± MORE THAN 12' DEPTH OF GONGRETE CAST BE OY IF CLEAR CONCRETE COYER L.5 THAN 2x THE D ANET5Z OF TrE BAR OR. TrE CENTER-TO-CENTER SPAG *6 '5 L THAN (4, BAR 9IAr ET S, TI-el VALIE5 sHAL: ' !N REASED BY 43% MINIMUM LAP SPLICE ' 6TH5 ( es # (CLASS 5, f 't:: 3000 P5 rc = 4000 to 5000 PS BAR SIZE TOP BARS OTHER BARS TOP BARS OT ".Z BARS • 3 *4 *5 * x a *q * 10 22' .2q' 3E' 43' 62' 12' 8'' 23' 57' 56' Si' 43' 105" II8' *3 *4 *5 *b * "1 *5 *q *10 *3 *4 *5 * b •7 • * 11' 14' n ' 20' 22' 25' rr 22' 2E' 33' 48. 5 62' 0 ' 22' 29 " Jb' 43' 63' 72' al' p . F . 2 31 ' p ' 54` 42' 62' 48' 'T0' 54' 24' 33' 4 4 71' S'' q1 . 102' -►'TOP 3ARS' ARE HORIZONTAL BARS WITH MORE THAN '2' DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LESS THAN 2x THE DIAMETER OF TIE BAR OR THE CENTER -TO- CENTER SPACING 15 LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL SE INCREASED BY 43%. MINIMUM EMBEDMENT LENGTES (edh) FOR STANDARD END HOOKS A. for genera! uses. BAR SIZE rt. = 5000 PSI f'o = 4000 to 5000 P51 8' 10" 12' 15' 17" Ig" 22 ' 25' 1. SIDE COVER MUST BE EQUAL TL OR GREATER THAN 2Ti". 2. END COVER FOR q0° HOOKS MUST 9E EQUAL TO OR GREATER THAN 2'. 3. STANDARD HOOKED BARS SHALL HAVE EITI-ER A 180° BENV PLUS 4db EXTENSION (21 MIN.) OR 90° BEND PLUS I2db EXTENSION, AS INDICATED ON THE DETAILS. NOTE: USE TABU IV I V 5E OY1 ONLY MERE SPECIFICALLY INDICATED ON DRAHINfrS. MINIMUM STRAIGHT DEVELOPMENT LENGTH (Id ) FOR BARS IN COMPRESSION BAR SIZE FIG ?3000 PSI • 12' I5' la' 23' 2'1' 30' 54' 'iQ' MINIMUM LAP SPLICE LENGTH (e FOR BARS M COMPRESSION BAR SIZE f'c) 3000 PSI 12' 15' la' 23' 27' 30' 34' ta' 25' 3:' 37` 54' 62' 70' qq' 'Reinforcing Splice Development Length Schedule • If Lt s or. r. 200 I "HISSER ENGINEERING I°A62 SE 320th STREET KEN', WASHINGTON 98042 VOICE: (253) 630 -4530 FAX: (253) 630 -8151 N 0 Di LLB I-- It I I!- v a E IL I t --14 z a �o 83 t? as DATE tEtnslON • i mt} General Notes 01-053 NO_ WSWIMDV IMAM MUV t MDV GEtXER 04 - 03 -0I ' DATE' ,'j n • . _ l DIES, MYNA 51.0 R General Structural Notes GR R: A THE SCOPE OF' TES PRO-ELT IS TO DACE TrE EXS'cNG FAILED LATERAL LOAD R STNG :Y5Tal YIN NEW BRA.'% AND 5'R`"�6T - THING ERA: BEAN'S AR: ADDED O RAT OVERTURNING FORCE. NEW EXTEfc:OR YIA,15 ARE ADDEE, ADD AS A B ..)T —DESIGN SYSTEM_ ALL Ne' ALS WORKMANSHIP, DEIGN, AN T RCTIO S+A_ COFORm TC T vcAMtN65, AV E UN FOR .. i JIL'JING CODE ;IBC; 19- EDITION_ Ntl'c 80 MPH EXPOSURE EA ... ZONE 3, R = 6.4, SOIL TYPE 5, cOvTRCA: 9'.A.i PROVIDE TEMPORARY BRACING FOR THE STRUCTURE A`V S" R:CTURAL COMPONENTS UNTI.. ALL FINAL CONNECTIONS HAVE BEN GO!..1P- :1 :N ACCORDANCE WITH THE DRAWINGS. T+E ;ANTRA :2'0R IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND TIE METHODS. TECHNIOJ!✓, SEQUENCES OR P OCCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WR TING TO NE AR;H ECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY N'! ? NOT SATISFY THIS REQUIREMENT. QRAWINGS INDICATE 612ERAL AND TYPICAL DETAILS OF CONLSTRUGTION. WEER" C.OV.TIONS ARE NOT SPECIFICALLY L Y INDICATED ET ARE OF SIMILAR C 4AR -LTI3Z TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRICTION SHALL BE USES SaECT TO REVIEW AND APPROVAL BY THE ARCHITa.T AV TEE 5TR,'GTJRAL ENG I NEER. A— STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING DELIVERY, HA..VI_ING, STORAGE AND ERECTION iN ACCORDANCE WITH INSTRi1GTION5 PR:PAR0 BY THE SUPPLIER. SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STt ' SHALL STRUCTURAL STEEL SHALL BE SUBMITTED TO NE STRJCT'JRAi ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. SHOP DRAWING REVIEW: DIMENSIONS AV QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD AND THER.EORE MUST BE VERIFIED BY THE CONTRACTOR. TEE CONTRACTOR SHALL. REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE WILL BE MARKED AND RETURNED. '0° DRAWING SUBMITTALS PROCESSED BY NE ENGINER ARE NOT CHANGE ORDERS. NE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER NAT THE CONTRACTOR UNDERSTAN705 THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING NE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN 5H0P DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR 70 OR AFTER, SHOP DRAY N& SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRA,NINGS OF DESIGN BUILD COMPONENTS, INCLUDING STAIRS AND G' -- THE-- IBIGN1N6 --I FE56IONAL- ENGINEEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD F R LOADS IMPOSED ON NE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRCCTURAL DRAWINGS. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. INSPECTION: CONCRETE CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD MELDING AND HIGH-STRENGTH FIELD BOLTING), EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATIONS, SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1101 OF NE UBC AND TEE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GONGRETE CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCGORPANGE WITH UBC SECTION 1905 AND ACI 301. STRENGTHS AT 2 DAYS AND MIX CRITERIA SHALL. BE AS FOLLOV : TYPE OF CONSTRUCTION 28 DAY STRENGTH MAX. MIN. CEMENT CONTENT (f'c) SLUMP PER CUBIC YARD A, SLABS ON GRADE FOOTINGS TOPPING SLABS B. CONCRETE GRADE BEAMS C. GROUT FOR TUBES 3,000 P51' 5" 5ii6 SACKS 4000 PSI' 5" 6 SACKS 2(000 PSI ' MIXES SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED. THE MINIMU►MI AM IAN S OF GEL► YT'.TKZ)S MATERIAL MAY BE CNAN6ED F A CONCRETE PERFORMANCE Mix IS 904= TO TT STRUCTURAL EN6!NE R AND TT EUTI D1y6 DfFARTM ENT FOR APPROJA` TY10 MEEKS PRIOR TO PLACING ANY CONCRETE THE PERFORMANCE MIX SHALL WAIVE THE AMOUNTS OF GEC : , FINE AND COARSE AGGREGATE, MATER NO MMIXTI AS FE i- . AS THE WATER -<O 4T RATIO, SUMP, GONCC ETE YIELD NV SUBSTANIATING STRE 6TH DATA IN ACCORDANCE rtTH AGi 318 -89, CHAPTER 5. REVIE3N OF MIX SLEHITTA S BY Tip EIIGI?EER OF RECORD POICATES ONLY THAT INFORMATION PRE WORMS 6ENERALLY WITH CONTRACT DOCC01434T5. CONTRACTOR OR SIJF'PLIER MAINTAINS RILL FESPONSIBLITY FOR SPF.LtFIED PERFORMANCE REINFORCING STEEL SHALL C.OPFORM TO ASTM MI5 (INCLUDING SUPPLEMENT SI). GRADE 60, h 60,000 Psi. EXCEPTION/5: BARS 5PECIFICALLY NOTED AS SUCH ON TEE DRAWINGS SEAL BE GRADE 40, fy = 40000 PS' GRADE 60 REINFORCING BARS YfrICH ARE TO BE WELDE , SHALL CONFORM TO ASTM A706. REINFORCE—NS( COMPLYING WITH ASTM AbIS(SI) MAY BE MELDED ONLY F THE CONTRACTOR SL6M1T5 MATERIAL PROPERTY REPORTS INDICATING GO fORMANGE WITH WELDING PROCEDURLt SPECIFIED IN AJIrS. 01.4. MELDED WIRE FABRIC SHALL CONFORM TO ASTM AI85. REINFORCING STEEL PARTIALLY BEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD S&LT UNLESS OTT-ERASE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE YIN ACI 315-92 AND 318 -95. LAP ALL CONTINUOUS REIN IN ACCORDANCE W TH 'TEE REINFORCING SPLICE AND DEV"r.IAPMENT LENGTH SCHEDULE.' PROVIDE CORNER BARS AT ALL WALL AND FOOTING INT1R5 LAP ADJACENT MATS OF YELPED WIRE FABRIC A MINIMUM OF 5' AT SIDES AND ENDS. CONCRETE PROTE (COVER) FOR REINFORCING 5TEE. SHALL BE AS FOLLO4'€': FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" FORMED SURFACES EXPOSED TO EARTH (Le. WALLS BELOW GROUND) OR TO WEATEER (*6 BARS OR LARGER) : 2' ets BARS OR SMALLER) COLUMN TIES (OR SPIRALS) AND BEAM STIRRUPS: SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS I6°): 4 4' ANGHORA6E EXPANSION BOLTS INTO CONCRETE SHALL BE 'KKK BOLT II', AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS, AS MANUFACTUREEP BY HILTI CORPORATION. INSTALL IN STRICT ACCORDANCE WIN IGBO R7ORT NO. 4627, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICBO REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. EXPANSION BOLTS AND INSERTS SHALL NOT BE LED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS L LESS CrEGIFICALLY APPROVED BY THE STRUCTURAL __E INFER SHOT PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE HILTI CORPORATION, SERIES DS, 0.!77" DIAMETER UNLESS OTHERWISE NOTED, OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICBO REPORT NO. 2588. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I' UNLESS OT1&WISE NOTED. MAINTAIN AT LEAST 3' TO NEAREST CONCRETE EDGE. EPDXY-GROUTED ANCHORS (THREADED ROD OR REINFORCING BAR) SHALL BE GROUTED WITH 'SET HIGH STRENGTH EPDXY' BY SIMPSON STRONG -TIE. INSTALL IN STRICT ACCORDANCE WITH (G50 REPORT ER 5279. SPECIAL INSPECTION 15 REQUIRED FOR ALL EPDXY- GROUTED ANCHOR INSTALLATION/5. EPDXY-6ROUTED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER STEEL STRLICTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.IS.C. SPECIFICATIONS AND CODES: I. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL. BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF NE FOLLOWING SENTENCE IN PARAGRAPH 42.1: 'THIS APPROVAL CONSTITUTES THE OSIERS ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE 540P DRAWINGS." B. rXECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. STRUCTURAL STE$. SHALL C0WORM TO THE FOLLOMNG REf3A T5: 'TYPE OF MEKVZ A PLATES, SHAPES, ANGLES), AND RODS A56 B. SPECIAL SHAPES NC PLATES (NOTED GRADE 50 ON PRANKSS) A5T2 50 KS G. PIPE COLIJNte D. STRUCTURAL TUBING MINI SPECIFICATION 36 K5 A53 (`TYPE E CR 5, GRADE B) 35 K.51 A500 (GRADE B) 46 K51 E. ANCIiOR BOLTS A307 L N..ESG NOTED OTHERW-SE F. 5TE.- TO STEEL CONNECTION BOLTS A325 -N ALL A325 COfNN CTION BOLTS SHALL BE APPR WE:0 SELF LOAD INDICATING TYPES (W CH AS BURET-ENT LOAD INDICATOR EOM, LeJEUN€ TatSION CONTROL BOLTS, ETC), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NE MAR FAGTUREERS INSTRUCTIONS. ALL WELDING SHALL BE IN CONFORMANCE WITH AISL. AND AYIS. STANDARDS AND SHALL- BE PERFORMED BY WABO. CERTIFIED YELDERS USING E7OXX ELECTRODES. ONLY PREQUALIFIED YELPS (AS DEFINED BY AAN.S) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. MELDING OF GRADE 40 REINFORCING BARS (IF REQUI RED) SHALL BE PERFORMED USING EIOXX ELECTRODES MELDING WITHIN 4' OF COLD BENDS IN REIIfORGING STEEL 15 NOT PERMITTED SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENT'S OF MEN BARS. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL. TO CAST -IN -PLACE CONCRETE AND THREADED STUDS FOR CONNECTION OF STRUCTURAL STEEL TO OTHER ELEMENTS SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO A5TM AI08 AND SHALL BE YELPED IN CONFORMANCE WITH A.S. REQUIREMENTS. DEFORMED BAR ANCHORS SHALL BE TYPE D2L ANCHORS BY NELSON STUD MELDING DIVISION, TRW ASSEMBLIES AND FASTENERS GROUP, OR EON ALENT. ANCHORS SHALL BE MADE FROM COLD ROLLED, DEFORMED STEEL CONFORMING TO ASTM A496. EXTERIOR kNALL FRAMING EXTERIOR WALL FRAMING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER USING THE WIND AND SEISMIC P SIEN CRITERIA GIVEN. IN ADDITION TO RESISTING COMPONENT LATERAL AND VERTICAL LOADS, THE WALL FRAMING SHALL BE DESIGNED AND DETAILED TO ACCOMMODATE VERTICAL AND HORIZONTAL DEFLECTION OF THE BUIL DING: THE BUILDINGS JOISTS SHALL BE EXPECTED TO DEFLECT VERTICALLY BY AS MUCH AS I'. THE BUILDING ITSELF SHALL BE EXPECTED TO HAVE A MAXIMUM HORIZONTAL INELASTIC RESPONSE DISPLACEMENT OF 03 INCHES AT THE FLOOR AND Ob INCHES AT THE ROOF, RELATIVE TO THE FOUNDATION. THE WALL FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS .:/F THE Iggl UNIFORM BUILDING CODE. SUBMIT CALCULATIONS AND SHOP DRAWINGS, STAMPED AND SIGNED BY A TONAL ENGINEER LICENSED IN TEE STATE OF WASHINGTON, TO THE ARCHITECT AND BUILDING OFFICIAL FOR APPROVAL. - - Fleit CA'TIONSHALt VT BE6tNttfftE DESIGN -15 -AI'PR -- Dk139 Jurisdiction REID..11Dlil,E ON.lvc;. Crule 12, view consultant REVIEWED This plan was reviewed for general conformance with the following: N IZ I Structural Provisions of the Uniform Building Code ❑ Non-structural Provistoc _ of the Uniform Building Code ❑ W351)414 , 011 State [farrier -Free Regulations (Chapter 51 -30 WAC) ❑ Washington State Energy Code (Chapter 51 -11 WAC) The proj•-ct applicant is respon,ible for conformance with ail applica'tle codes, conditions of approval, w i ctr.;it rr(, urements subi.: to the t c.;ui.v r nts and inteT,ct tions of the voveuning authority. This t , is ve 6,> Arc t •^.nd i:cginecr of Record of the responsibility for a complete design in ac:.ordancc w,ih the laws of the governing ju.— sdiction aad the state of Washing.on. Date 0 Wimp STRAJ64T DEVELOPEENv T LJ376TH ) f 'G : 3000 F5 f' = 4000 to 5000 P5 0 BAR 51E TOP BARS OMER BARS TOP BAR; G'EER BARS * s4 * •6 * i • 5 • 10 -f 'TOP BARS' ARE HOR Z 4TA_ BARS MtTH± MORE THAN 12' DEPTH OF GONGRETE CAST BE OY IF CLEAR CONCRETE COYER L.5 THAN 2x THE D ANET5Z OF TrE BAR OR. TrE CENTER-TO-CENTER SPAG *6 '5 L THAN (4, BAR 9IAr ET S, TI-el VALIE5 sHAL: ' !N REASED BY 43% MINIMUM LAP SPLICE ' 6TH5 ( es # (CLASS 5, f 't:: 3000 P5 rc = 4000 to 5000 PS BAR SIZE TOP BARS OTHER BARS TOP BARS OT ".Z BARS • 3 *4 *5 * x a *q * 10 22' .2q' 3E' 43' 62' 12' 8'' 23' 57' 56' Si' 43' 105" II8' *3 *4 *5 *b * "1 *5 *q *10 *3 *4 *5 * b •7 • * 11' 14' n ' 20' 22' 25' rr 22' 2E' 33' 48. 5 62' 0 ' 22' 29 " Jb' 43' 63' 72' al' p . F . 2 31 ' p ' 54` 42' 62' 48' 'T0' 54' 24' 33' 4 4 71' S'' q1 . 102' -►'TOP 3ARS' ARE HORIZONTAL BARS WITH MORE THAN '2' DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LESS THAN 2x THE DIAMETER OF TIE BAR OR THE CENTER -TO- CENTER SPACING 15 LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL SE INCREASED BY 43%. MINIMUM EMBEDMENT LENGTES (edh) FOR STANDARD END HOOKS A. for genera! uses. BAR SIZE rt. = 5000 PSI f'o = 4000 to 5000 P51 8' 10" 12' 15' 17" Ig" 22 ' 25' 1. SIDE COVER MUST BE EQUAL TL OR GREATER THAN 2Ti". 2. END COVER FOR q0° HOOKS MUST 9E EQUAL TO OR GREATER THAN 2'. 3. STANDARD HOOKED BARS SHALL HAVE EITI-ER A 180° BENV PLUS 4db EXTENSION (21 MIN.) OR 90° BEND PLUS I2db EXTENSION, AS INDICATED ON THE DETAILS. NOTE: USE TABU IV I V 5E OY1 ONLY MERE SPECIFICALLY INDICATED ON DRAHINfrS. MINIMUM STRAIGHT DEVELOPMENT LENGTH (Id ) FOR BARS IN COMPRESSION BAR SIZE FIG ?3000 PSI • 12' I5' la' 23' 2'1' 30' 54' 'iQ' MINIMUM LAP SPLICE LENGTH (e FOR BARS M COMPRESSION BAR SIZE f'c) 3000 PSI 12' 15' la' 23' 27' 30' 34' ta' 25' 3:' 37` 54' 62' 70' qq' 'Reinforcing Splice Development Length Schedule • 9 • 55\ s 45 / 45 ! \ r - -- 0 155 L 0 155 r • - 1. L-]- \ L -I-1 E / 55 \ E r -- I — ---� -�— L �J 10/54.1 4. ,s-I 55 ` 9 Q 1 1 ,145 L L + 55 • 55 • \E ; r - , PP f r - 1 - 1 �,' r - (- l � J r � � E i r - i\ E r - -1 �+ i • _ ' - -• • 4/53.1 10/54.1 h " =1 1 - 5'-0' 45 \, E � FOUNDATION PLAN 520-0' in "(4-, '15 Q6 *Q' q 45 45 45 45 r L ± J (55 E r - 10/54.1 I 4/53.1 '"" I 4/53.1 1 c Lg ( 45 I (A5 t 45 E 7 `_ � r - -1 E / - - \ E - E t s-0' ( 55 �•, L + : :' r— L +0 ( 55 L _l.-. J g5 L E / 145 \ E` E ' r - 1 E ./ r - -1 ( Db L 45 • f -- 1 \ E r 1 L L L42-1 45 l 24 25 -t- 4.5 E I I ' L / 55 — PLAN NOTES: ALLOWABLE BEARING PRESSURE PER SOILS REPORT= 4000 psF 1. PROVIDE CONCRETE 6RADE BEAMS WHERE RVICATED BY TiE ELEVATION CALL VT5. 2. PROVIDE CONCRETE BASE WALL AT REMAND OF EXT ROR PER I-VER. AS SH044 BY THE ARCHITECT. 5. REFER TO ARCHITECTURAL FOR IWORMATION NOT 51•4OWx. 4. THE WA T53x3 cot SHALL HAVE BASE PLATES PER 20/55.' AND SHALL BE CO*tOTED TO THE SECOND FLOOR PER !g,'S5 THE cOL I SHALL BE D!RC,TLY ALisS ED WITH Tit EX!5T N6 SECOND F_00R JOISTS. • EVOENIf MAY - 4 2001 REID MIDDLETON, INC. FOOTING SCHEDULE 51ZE (UNLE55 OTIERAISE DIMEMBIONED) 4 x 5 x 5 x 45'-0' THICKNESS 15' 15' REINFORCING *5 BARS • I2'oc EA. WAY *6 BARS O IO'oc EA. WAY *b s 15 "oc EA. WAY *6. 15 "oc TRANS. BOT. *b • I2'oc LONG BOT. STREN6TH N WT TITLE 14062 SE 320th STREET aNT, WASHIN6TON 88042 VOICE. (253) 630 -4530 FAx. (253) b30 -815! OA R 01-053 Ja NO_ WSW / MDV MAIM MDV NEINNEO MIN a.c&ED 04-03-01 NAM • EET RIM 52 s 2 3 Foundation Plan ENGINEERING „: 0 H Ts) 16/55.1 1YP. • I -8 8 a A' -8 15-0' -8 -a 10/54.1 T -8 -8-8 0 o *0 -a a a; -a -a, a A 8 A C4.7 15-0• -8 1 6.6 1 1 8 8 -a 8 5ic ' -a 15 15-0' 10/54.1 1•-0• L 15-0' FLOOR FRAMING PLAN /--, Q "Q6:' 16-0• -8 EXIST. l_3 CONT. EDGE ANSLIE TYPALL -a -8-8 -8-8 •18` 16-0' 1054.1 I ; -8 -8 -8! A r424x1b -a -8 al -8 a: -a -8: -8 1054.1 -8 (272' `24 150' e 15 15 16/55.1 p 16/55. TYP. 0 4:1 tiA ft 2x • 4 ht2), 4 16/55.! • • MA Y - 4 2001 REID MIDDLETON, INC. • 19062 5E 320th STREET KEN KA5r411 9 VOICE: (253) 630-4530 FAx (253) 630-815 IT TITLE DATE 01 JOS No.. 1S1'1 / MON/ tuArt MDV ouvam, clamp 04-03-0i DATE !MEET MAMA 52.2 OAL TTO VISSER ENGINEERING IL U F.- 0 I o Floor framing Plan r a D n C%x 1 • • tiOx40 i Ii' R6; f 6-0' — R64 R O 10/54.1 s -0' R6 2 Chx& 2 ( ryi fV N4 3 .81 IV I • cbx: = • Rc - : R& 1 • 7 s (1 3 -8 4 8 GBxil 5 a a 8t $ R6: 10/54.1 6 '-0' B 4, 6-0" 6'-0' ROOF FRAMING PLAN --. R$2 6.-ca 6.-0' i6 �7 -8 B 1. 4 WIi71c� V II 8 H R4: 4 -8 6%0' Rbv R ,E R%,b Rtv �— EX_ 0T. L3x3x 4ONT. EDGE 10/54.1 AN ,LE TYP. ALIT 510E5 r+ FO � S P 1GE PER 1165.1 8 $ --► RC* ? r' i wi8x3= Dol 01 23` '24 25'' 6-0' rl ! �I G8x115 175 u - I MAY _ 4 2001 REID MIDDLETON, INC. • 0 VISSER 114 i9062 5E 320th STREET KENT, YiNGTON 98042 VOICE: (253) 630 -4530 FAX: (253) b30 -8151 Roof Framing Plan 01-053 ,t• / MDV Wirt NOV •EURED hmV aEaED 04-03 -01 •A ENGINEERING M IIEVROON MET IMFR 52.5 1 6 (4) 44' x 8' FEADED WELDING STUD • Ib'oc *3 HOOPS B 8'oc ., T (4) STUD AMAX COI.th TO MOOR COLS TO WAX DEW PER !WADE 9EAM PER N 11.511 Pi, c4 Firs 1 3 . (8) 511A5 ANCHOR COLUMN TO &RADE BEAM PER 17/53.1 W/ (4) STUDS *3 HOOPS • 8"oc 1400P5 PER ELEVATION s-0 • E: o .::* r PER 5/53.; AL_ HORZ. REINF. TO BE CEN?E P ON LENGTH OF &RADE BEAM 15-0' ANCHOR COLUMN TO &RADE BEAM PER I1/53.I Yi/ (8) STUDS ANCHOR COWNM TO &RADE SEAM PER CU53.I w/ (4) STUDS EQ_SPAGES 15'-0" 15/53.1 REINFORCEMENT PER 15/53.1 I THE INNER SIX LAYERS OF HORI2. REINF. TO BE CENTERED ON &RID F, THE OUTER FOUR LAYERS TO BE CENTERED ON LENGTH OF GRADE BEAM. REINFORCEMENT PER 10/53.1 INNER LAYERS OF HORIZ. REINF. TO BE CENTERED ON &RIDS G OR F, AS APPROPRIATE *3 ti0i0P5. 4bc Column Anchorage to New Grade Beam I - 1 SPLICE EQ. SPA 31' -0' 45' -0" 4T -0' 10/53.1 *4x18'EPDXY 20' -0' ANCHORS • 32 "oc *3 HOOPS @ 12'oc r ANCHOR COLUMN TO 6RADE BEAM PER 17/53.1 W/ (S) STUDS ANCHOR COLJJMN TO 6RADE BEAM PER n653J rV (el STUDS *3 HOOPS ® 12'oc ANCHOR COLUMN TO &RADE &AM PER I//53.1 W/ (8) oTUDS D ANCHOR COLUMN TO GRADE BEAM PER 1153.1 rt/ (8) STUDS 20/53.i 115 -�- 21-h' s 21-6" --K- 5-0' LAP SLP10E EXIST. BRICK TO BE REMOVED MD REPLACE MV NEW WALL SYSTEM. SEE STRUGT. NOTES ON 51.0 *3 HOOPS • 12'oc I1NCAi0R COLLW4 TO 6IRADE BEAM PER 1153.1 Y#' (4) 5TI,D5 IV Typical Grade Beam at Four Places 4 D E Grade Beam at South Elevation 8' -0' ANCHOR COLUMN TO &RADE BEAM PER I7/53.I WI/ (4) STUDS Grade Beam at Grid E thru Grid H 1 4 1'-5' 3 , — FINISH FLOOR 1 Sbx6 COLUMN Exist. Footing I q v tic O t -f '*3 HOOPS PER .EVATION FOR CAL-OUTS IN OMr(ON SE DETAIL 18/53.1 New Grade Beam to Exist. Footing *4 x 18' EPDXY -- — ANCHORS ® 32'oc (N En • w L • FOr. CALL-OUTS IN COMMON Sa PETAL 18/53.1 New Grade Beam to Exist. Footing FOR CALL -OUTS IN COMMON SEE DETAIL 18/53.1 Nev Grade Beam to Exist. Footing 1' -2' (1) *6 LAP e HOOK PER E.EV (2)*6x4O -0' 12)% x 37-6' • (2) *6 x 32' -6' (2) *b x 40 (24 ob LAP I HOOK PER HIV. (2) *' CAF' HOOK PER E:.EV. (2) *"' x 43'-0' (2) *? x 24`-0' (2) *7 x 16' -0' •3 H00PP P_R m ELEVATION T (2) tri x Ib'-0 (2) *7 x 24-0' — (2) *l x 43' -0' (2) *7 LAP HOOK PER ELEV. (2) *8 LAP HOOK PER ELEV. (2) *8 x 43' -0' (2) *8 x 24-0' (2) *8 x 16' -0' •3 HOOPS PER ELEVATION (2) *Bx 16' -0' (2) *8 x 24' -0' (2) *8 x 43' -0' (2) *8 LAP 4 HOOK PER ELEV. / (2) *8 LAP 4 HOOK PER ELEV. (2) *8 x 43' -0' *3 HOOPS PER ELEVATION (2) *8 x 43' -0' (2) *8 LAP 4 FOR CALLan - HOOK PER ELEV. IN COMMON SEE DETAIL 18/53.1 • 1 '-o• UDX r� New Grade Beam to Exist. Footing io Fe 15 .ter TTTiF VISSER 19062 SE 320th STREET KENT, WASHIN&TON 98042 VOICE: (253) 630 -4530 FAx (253) 630 -Si5 oc .Are LE V MAY - 4 2001 RElt? MI ETON NC. �tv 4 • ENGINEERING EASON Grade Beam Elevations 4 Concrete Details 01 -053 XII NO WSW / MDV Melt MDV A,E.WIEp MDV CIECAEtt 04 -03 -01 bATE .EFT NUA.Ek 53' at r, M !0 • 4155.1 ' ■ l� , 1 %,, . 7 1 , 1 , 1 , 1 , 1%. ♦ 1 I ♦ 1, 1 ♦ I' 1 ♦ 1' 1 ♦ I / ' 1 156.i N___ v T5 (E) — cAP 3orroM END AND FILL NV &ROUT - -- 1 -- ,`..t )-- 1 T53x3 ■ r L8x4x (LLH) 14/55.1 � . / / I 1 / \ ` N ! - `- -- - - - � - - ♦ , v I ♦ . I , 1 . . ♦ , ' , ' - r - - �-"Tc - - - � sF` - -' 1 --- - /I'r` j -- - � I , 1 ♦ I , 1 ♦ I , I ♦ 1 1 , I ' I , I ♦ I , I . I , , , , . , , , ♦ , , , ♦ , , 2 ,_._____,- L. 149,31 t W'r T51x-ix14 (E) ‘44r117141 ) CAP BOTTOM END AND FILE. Wt/ &ROUT 4155.1 ' ■ l� , 1 %,, . 7 1 , 1 , 1 , 1 , 1%. ♦ 1 I ♦ 1, 1 ♦ I' 1 ♦ 1' 1 ♦ I / 2 Wgx3l i 15/'S5.i --- - ♦♦ � i r 1 , r T54x4x L8x4x (L+-H) ' 15/55.1 , - -- 1 -- ,`..t )-- 1 T53x3 ■ r L8x4x (LLH) 14/55.1 � . / / I 1 / \ ` N ! - `- -- - - - � - - ♦ , v I ♦ . I , 1 . . ♦ , ' , ' - r - - �-"Tc - - - � sF` - -' 1 --- - /I'r` j -- - � I , 1 ♦ I , 1 ♦ I , I ♦ 1 1 , I ' I , I ♦ I , I . I , , , , . , , , ♦ , , , ♦ , , I T54x4x% - - , 149,31 �- T54x4x 15155.1 =- , V • b/55. 11/55.1 A H e II 4/55.1 14/55.1 18/55.1 15'-0 Existing Brace Frame Rk4 x 24" 1x21" 14/55.1 16/55.1 21_ F, 20 -0' 18/55.1 15'-0" Ri4x24" --- R1/4x21" R x24' RV4 x2' 7 ' New Brace Frame at North Elevation t l Nev Brace Frame at South Elevation I 18/55.1 New Brace Frame at East and West Elev. I 0 DDvWg • '•IV' grid L RED MIDi7(_ETnN INC 15 VISSER N ENGINEERING 4062 SE STREET KEI'1T, I148Mn.r0N 48042 VOICE (29) $0 -4,50 FAX, (EIS) 690-81 E Fr L MAY 4 2001 'U PEI() MAIDDLEt03 PINT ma 6 2 I 110. NVI IIY.1011 5 PLAN GHEGK Brace Frame Elevations 1 I 1 : ♦ .. % 1 ./. ' I , 1 , I ♦ 1 i / M \ II ' 15/55.1 , - -- 1 -- ,`..t )-- 1 T53x3 ■ r L8x4x (LLH) .` '‘,,, 1 -I 1 1 ; 1 ' � I •4bx31 Ts4x4x% - - ri I T54x4x% - - , • b/55. 11/55.1 A H e II 4/55.1 14/55.1 18/55.1 15'-0 Existing Brace Frame Rk4 x 24" 1x21" 14/55.1 16/55.1 21_ F, 20 -0' 18/55.1 15'-0" Ri4x24" --- R1/4x21" R x24' RV4 x2' 7 ' New Brace Frame at North Elevation t l Nev Brace Frame at South Elevation I 18/55.1 New Brace Frame at East and West Elev. I 0 DDvWg • '•IV' grid L RED MIDi7(_ETnN INC 15 VISSER N ENGINEERING 4062 SE STREET KEI'1T, I148Mn.r0N 48042 VOICE (29) $0 -4,50 FAX, (EIS) 690-81 E Fr L MAY 4 2001 'U PEI() MAIDDLEt03 PINT ma 6 2 I 110. NVI IIY.1011 5 PLAN GHEGK Brace Frame Elevations � , � m - - - -- - / .. , I �U..JJ7��J� 4. \ II � )-- Ts3x3x i r_ L8x4xlt (LLN) :�-111 I I - 7 - - -- -- -- , , 1 , I % I ♦` I ,, i 118x31 Ts4x4x% - - ri • b/55. 11/55.1 A H e II 4/55.1 14/55.1 18/55.1 15'-0 Existing Brace Frame Rk4 x 24" 1x21" 14/55.1 16/55.1 21_ F, 20 -0' 18/55.1 15'-0" Ri4x24" --- R1/4x21" R x24' RV4 x2' 7 ' New Brace Frame at North Elevation t l Nev Brace Frame at South Elevation I 18/55.1 New Brace Frame at East and West Elev. I 0 DDvWg • '•IV' grid L RED MIDi7(_ETnN INC 15 VISSER N ENGINEERING 4062 SE STREET KEI'1T, I148Mn.r0N 48042 VOICE (29) $0 -4,50 FAX, (EIS) 690-81 E Fr L MAY 4 2001 'U PEI() MAIDDLEt03 PINT ma 6 2 I 110. NVI IIY.1011 5 PLAN GHEGK Brace Frame Elevations NE:LD SCHEDULE BRACE GUSSET WELD B VELD H VELD V SPACER It T53x3x14 1t" 14'x10" 14'x8' 14'x6' x8 TS 4x4x416 It. %' 14' x lb' 14' x 13' 14' x 10" kb x 9 PLAN 2' SECTION PLAN <VERIFv 8' 1 n L- COPE BOTTOM FLANS Existing Brace Connection (5) SPACES @ bloc = (E! x ! (E) GUSSET Its (E) BASE F 114 ° x14" Drag Splice at Floor 16 (E) TSlxl BRACE (E) GUSSET 1t ! x lb x2 N ,/ 16' (E) T51x 7 Dra 9 Splice I ice at Roof 11 12 PER SC.FEIA LE (E) JOIST 6USSET PER SCHEDULE (E) COLUMN () tlxix12" W/ (4) %'m BOLTS SEE 14/55.1 FOR VELD SCHEDULE �\ 11 .\ II 5/55.1 " 11 V IO/aI w 0 .. \" I l/ 118x31 BASE 1E1' x 1' EXTINSION ON NONSHRINK &ROUT — NEW L8x4x1 u II ., 11 III II II 7P yl R 11 1 \\ \ \1wU ' 1 iLk4 x Lb D 1 9 BASE ttl' x l' EXTENSION ry (4) NEW %'s EPDXY ANCHORS W/ 12' EMBEDMENT GAP Vbx4x4 14 NEVI TS COLUMN • SECTION EXIST. JOIST 4 14 is SEE 14/55.1 FOR YIELD SCHEDULE Rote S to Gclumn and Joist 2' I o I O �n 4 w 1C�l5 IV (2) 44'$ A325 BOLTS D COL. SIZE L IN THICK. T5 3x3 10' 4" 4i' 4" ' ( - ' I � l' ' " I ^ �- - J REID MIDDLETON, INC. APR 1 0 2001 io 15 14 = UOX 20 rows MEET TIME 01 ,o. 1111: Y�SI^1 / MDV IMAM MDV MDV DEMME 04 -03 -0I HATE VISSER Ott 21. 2001 ENGINEERING 19062 5E 320th STREET KENT, WASHINGTON 98042 VOICE: (253) 630 -4530 FAX: (253) 630 -815 Typical Steel Details MEET NUMBER 55.1 g s i Mn VENISON a s • .:• r ilia easotal *pap 4 CAW. ler,.c es two" es,. cep.. ail I r- 1 I 1t ° * , ralv-•r=' erer hGPL� l" - 20.0" • lore* 144 "le Posevoolo,ai• ,t ¢ayy Aran. - 1 s i ' lata..s..n +tot... wR; - Wae ssa. *•4. (41F+. r ANNA. /ice wee r ., ...a4.11/ (PIMA Arr., • I'. ✓.It9 -f �• ,. � i ce' -rrr+t sr.,tS *A- frtwAr i-- nsb.. our, -I, f. K ?,:4 YEAR arrsae - � .ls Tw ur 051, `_ t? b C if)( heYrti( • G.GrT f .r cE xatCt_IIAtYU .me 4 pi °u ier jp 1)1 ( 191 4)l ti 1 RI' -l' PI. AN 1 I \(■ I)1'- 1 AIL_ r _, LANDSCAPE PLANTING PLAN r NC) Ahrec. C'nmmon Name_ frees: �MSP- ('F1' tl(' v J51(. .ICIR %t I l l shrub.: AZII(' A /.PS DVD DO II I - I' 11 1 - 11' Ii VD null NZF I(IIP,III k- 1(110 I( -01.1. SAR Slit' 051.1 I.,,, nls/ground enters; A Annual (blot Kk I'A( 511II VIN PLANT MA'I'ERIAI. LEGEND /*Mer - 1 can E,wee4 gUrn Jopanex Rte r- •1a9IC Capital Flowering Pear Ilinoke(')press Golden Japanese Green Maple Japanese Red Maple 1111. llembck I../AC Wet' fro, Alaska Cedar Azalea liino Crimson Malea Purple Splendor Dasid l ii,urnum Daphne Mediterranean Heather Mediterranean heather I'eegec Ilsdrangea Mounlain Laurel Ness Zealand Flax - Purple kh "P.151" Rhododendron Olio Lus ken Laurel Sarcococca Spring Routine! Viburnum MIA Aubretia Rokey's Purple CIA' ('audstuft I)1.1" A Da) Tills 101.1 It 1/ay bills l)I,V C I)ay Lilly IIl'I' II!pericum kmnikhmick Pachysandra Sarcocoeta - Dwarf V'inca F skiing frees, ',reser, c and protect. _Polemical .A'ame (,..t GlytdtoMlair hiy me ,,,,, n.cur Rai.rec rr Zaeoetoe.d Penns callerrana "Capered" ('hamaer_iparis nhrusa "Ilinnale Ace, pdmarum Accr palmanunr "llloodgnod" 1':suga merrrn.sia,a Charnaecypar,s nook+n[nsi .lame ,came I ihuroum dacidii Daphne ndura Erica caruea- Purrple Erica cameo-11 *de hydrangea panieulala 'Yirand,Jlnrn" A almia larifnlia Phnrnrinmrenal "fulropurpnrem" Saar Relocated Relocated S'arencan•a ruseifolia I iburu,,,in limits "Spring Bouquer" 0brrran+hu5 bwdKwood, lets!). Per Owner lnhrelia 'Raker', Purple' lheris sempen•irens Ilen,'ernallis ".lnr.ac" Ilrrnrnurallic "Stella de ()urn" Ilemerocallis "Ice Carnival" I/rperirnm ealrrinunr ,4rcin.Vtplg'los nee -ursi Pachysandra ierminalic .Sarcnc ucte hookeriana "ll,,nrilis" lima minor Latin Sod from Country (:recn 'I'rinity Supreme 1 1100.300 1763 6oIden" N 13• 14' Ir�r D s e+ 2 'cal.rl1&11 7' hgt. /B &Il hglrli &!i, Specimen ' Ilgl.111&h Specimen 7 $' hgl. (B4 e hst /64, 12 "x 12" /coal. 12"x 12 "'runt. 24" x 24" /corn., unlatched 16" hgl. /conl. gal. /corn. at 36" oc gal. /cnnl. at 36' no 24" hgl. /cunt. 24" hgl.%conl. 24" hgl. cunt. 15- I R "'coat. 18" hgl. /cam. 24" hgl.'conl. Pi' WI/. /rant .1ssume 4" pars (a F" oc I gal. /cnnl al 16" I gal./cont. al 36" oc gal. /colt. at 24" oc I gal. /cont. al 24" nc I gal. /cant. al 24" no I gal. /coil. at 36" oc I gal. /cont. at 36" oc 4" polls/cont. at 18 oc gal. cool. al 18" oc gal. /cnnl. al 16" oc Yiwe +,its t. •1 / wasa s -./ "1 E :;.1 1' ..f la•ROL ' MCI -r;. J ^�T gym.. I era• I Ink= .•mw -,a1 I sr,_ +suac 9/r. 1 4' ate .q A 2 tarsi Aalf.'x.•••- i-- Ara�_s• Ica.• axa►.t s'(� t Atays s rn,.c.r yet 5 _ •• -•i r rs s V! v saxn. eau. C+� 4 . 1. 0,1110CAMIL.. CONIFER PI.ANTIN(, DETAIL. INTE�u� - t 7 u SITE SPECIFIC NO sue.tt Lw .1.a c r; r 1.4 .& G I' ;NI' :RAI. CON STRU CFI ON NOTES I ri l t;r- 2 1 1 ti �1� c ntl, ,11R1 B PLAN I INC DETAIL I L-i r�1 UT ditik \ I -1✓IhF -e Rock outcrops 3-4 man Basalt, Lynch ('reek Quarrc, Puyallup, Washington. Machine set with flat Imps and square fronts and bun into berm. Berri In he minimum 3'- 6" height, smooth and rake into grade, plant per plan. limb up existing street trees along Interurban Avenue to 25' abuse grade. Prune trees for structure and health. thin out canopy. I tit new mulch rings for all street Trees. minimum 18" from base of all trees. Remove grass from site and mulch with . 2" depth specified mulch Preserve and protect existing Japanese Maple and I(hodoendrons. Remove existing English Iv) from planting bed. Dispose of debris off -sue. Refill planting bed with topsoil per General Site Specific Notes #2. Pocket plan) bed with ll pericum. Install slepping stone path. Stones from Lsnch Creek Quarry, Puyallup. Washington. Slone to be I '•." Thick set over 2" depth compacted rock and I" depth washed sand. Relocated Mail Boxes. Install extruded crub and add concrete pad, boll mailbox per l'SPS specifications Amend soil along interurban Avenue by adding 4" depth of (:ro -('o, from Sawdust Supply, Kent. 1V A. Rototill lhouroughl) with existing subgradc, rake and plant per plan. I. (•Ica, subgradc Ir) removing all undesirable segclatinn including grasses. weeds, blackberries, scotch broom and poplar seedlings including routs. subgradc in landscape areas ntinitttt 6" below pas lug. Remove all debris from sire. 2. I'roside uninimunn 6" depth 60 -40 mix from Puget Strum! Topsoil NO EXCEPTIONS I- I'l IONS 12511833 -0374 in all shrub (reds. Scarify subgradc bs rolnlilling and add Inpsoil on surface, mix topsoil and subgradc thoroughly. Add additional topsoil as needed In contour shrub beds including required bet ins. 3. Pros ide minimum 4" depth 60 -40 mix from Puget Sound Topsoil NO EXCEPTIONS IlONS 1253) 133 -0374 in all lawn beds. Scarify suhgradr Ire rolnlilling and add topsoil on surface, mix topsoil and sulrgrade Ihnrnughh' Add additional topsoil as needed to contour and level lawns. 4. I'u u n ide ' ' 2" depth fine blend Item -fir mulch to all planting beds. Slulch from Pacific '1upsoils, Kent, Washington. Fill all planting beds and lawn areas to within 1" of lop of all curbs and walks. Slope all planling beds and lawn areas to drain. 5. Prosidc one (1) year warrants for all plan) materials and workmanship. 6. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. (unit actor is responsible for an) resulting damages during construction. (•all locale before )nu dig at 1 ROO 424 - 7. All work performed shall conform with the King Counts and ('its of 'Inks, ila landscape and irrigation requirements. codes and specifications. N. Verify all quanlitics s on the plant list and plans. If discrepancies CCM between the graphic representation and the numeric totals. the graphic representation shall rule. O. All plant materials In be specimen quality with full, synm,clrical trunk and foliage, unless otherwise noted. Fertility plantings sill, "(Ismacote" plant granules. Install by placing al grade lend afler planted. Amaunls In he: 2 cups per tree larger Than 3 "cal., I cup per 2 ' - I" cal tree, ',', cup per 5 gal V. cup per 2& I gal.. 1/8 cup per 6 " &4 "pots. 10. Lawn - Sod from (' In Green Trinity Supreme 1 800 3011 1763. Provide soil preparation per note 1.1 11. Insure proper drainage of all planling holes prior to installing plant materials. If planling hales do null drain or if !mass clay soils are es Men( csrntacl landscape :uchilecl. 12. 1u' rdtnale drainage, irrigation and lighting with planling plan. 13. 1.nc:ue, protect. and avoid disruplion of all abuse and below grade utilities and rile features prior to construction. Contractor is responsible for any resulting damage during conslruclion. (cia 2 , .1 -%%1ji ii _ ' r GROI \D('OV F.R PLAN I I \G DETAIL AlL 1 HTr;LUP$ c -l REV!SIONNQ, z CITY of TuKWILA SFP 2 7 2001 PERM' CENTER DOI- I 0 L1.0 • • O • IRRIGATION PLAN L l 2.0'0" itirvfia �V ✓x1•TIr-14 J 1 2 '�- -v -mss 4 c1F -1 3 _ _ IRRIGATION LEGEND • 3f nu ucturer LOrn-IE-1..-T Sz c,a.T1 F� I,7f Rain Bird 1804 n 15F -LA NPR Plastic nozzle Ram Bird 1804 w- 15H -LA NPR Plastic nozzle Rain Bird 1804 no 15Q -LA NPR Plastic nozzle Rain Bird 1804 w 101 %IPR Plastic nozzle Rain Bird 1804 n 10H `1PR Plastic nozzle Rain Bird 1804 n 10Q MPR Plastic nozzle Rain Bird 1804 n 9SST MPR Plastic nozzle Rain Bird 1804 n I5SST MPR Plastic nozzle Rain Bird 1804 n 15FST '.IPR Plastic nozzle Rain Bird 1812 w 151 MPR Plastic nozzle Rain Bird 1812 w: 1511 MPR Plastic nozzle Rain Bird 1812 n, 15Q MPR Plastic nozzle Rain Bird 1812 so 101 NIPR Plastic nozzle Rain Bird 1812 w; 10H MPR Plastic nozzle Rain Bird 1812 n! 10Q MPR Plastic nozzle Rain Bird 1812 n. 9SS7 NIPR Plastic nozzle Rain Bird 1812 n• 15SST MPH Plastic nozzle Main Bird 1812 w' 151ST NIPR Plastic nozzle .� Proposed Trees 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Proposed 3 -4 Man Rocks. to he installed prior to irrigation. PSI Radius GPM Location 1 5 ' 15' 15' 10' 10' 10' 3.70 1.85 0.93 1.5' 0.78 0.39 9'518' 1.73 4's30' 1.21 4'115' 0.61 15' 3.'0 15' 1.85 15' 0.93 10' 1.57 10' 0.78 10' 0.39 9's18' 1.73 4's30' 1.21 4'115' 0.61 lawn Ian n lawn lawn lawn lawn lawn lawn lawn shrub shrub shrub shrub shrub shrub shrub shrub shrub v TI I I .-".. : .wo 4"," I' c' -ft1 # \J t PLIsTX In IRRIGAnt" 1IFA1) DETA11. ��I7TN� �UIl,C71Nl� �-��)1 NT O r.Onr±EcTIONI l � `'iTi� r - _ . i ., `` 0 d d CD ti f t i - AP- -c- ` " -7 ai ate - - - 12 � ifs - -��✓ 6 ® tom = -_ - ---a - - n' ____.,c, - --- 'v �. - -0 " - -QL IN T�I�u��r - �e- T A 64 i ` iAT 4i7'4 TV, 1 ® Hain Bird PEB Series Automatic Control Valve. size per plan and proside Amtex control box and min. 2 cu. ft. pea gravel. (9), Mueller Brass Isolation False. size per point of connection detail. install in round Am Amtet control box. V 1 � Eebco Double Check % ale. size per point of connection detail. install in large lmtes control box per detail. Rain Bird Quick Coupler Vabe 44101 . assume I" unless otherwise noted on plan. Provide hose 'nisei. Install per detail. Rain Bird ESP 121.X- - 12 Station .automatic Controller. Install on hack of Sign. Verify power source and connect controller to posser source. Glen Hilton NIC Mini Click II Rain sensor nigh By -pass Snitch. Install on building per owner. Schedule 40 PS C Main Line. size per plan. install at minimum 10" depth below finish grade. ('lass 200 PVC Lateral Line. site per plan. install at minimum 12" depth below finish grade. Schedule 40 P1 (' Sleesing. size per plan. install at minimum 12" hetnn finish grade. V 51.5 Kt ' 1 alse Number t r/; /s_ 1 abe Gallons per minute afse Size 2 a alse Operating Pressure 0 re, 4 • • * NA , . ta.�• r Riy.'s few.T., rs 1 40.1 1.40 I►40 AlaaWrllR Y�iA.'fE� BACKFLOW PREY ii tiTJON DETAIL t•iy ry• • - POINT OF CONNECTION DETAIL • I:: I cl IRRIGATION NOTES 15. 16. 17. s•^ 4a :wr ` 4 7 - 10 - q QUICK COUPLING VALVE DETAIL f Acr i 1 ; s ELECTRIC 'VALVE DETAIL I. Irrigation design and layout assumes minimum 55 lbs. static water pressure 55 i.PM at point of connection. Verify PSI and GPM. if discrepancy exists report to Landscape architect and owner before proceeding. 2. The Landscape Contractor shall inspect the site and serifs existing conditions and dimensions prior to bidding and construction. 3. Irrigation plan is diagrammatic. Adjust pipe. valves and irrigation heads according to field conditions and plant locations. Report any discrepancies to landscape \rchitect. 4. Coordinate irrigation points of connection and location of automatic controller with General Contractor. 1.5" Rater deter by General Contractor ('inordinate all work with other trades Involved. 5. All vales nill be placed in valve hones in a manner which facilitates access for maintenance. Locate vales in shrub and ground cover beds unless approved by Landscape Architect. So Vals a boxes in Iann • . 6. All components of irrigation system shall be installed and adjusted to provide adequate coverage and no over spray onto buildings. windows. or pased areas. Contractor is responsible for presiding a • complete working irrigation system. 7. Contractor is responsible for an damages to building and infrastructure during landscape Construction. 8. Bun control wires below mainline and tape to mainline every 10' o.c. 9. Flush mainline before installing vatses. Flush zone lines before installing nozzles. Test entire system before backfilling trenches. 10. Electric 1 ales and Backflow prevention assembly to be placed in below grade s alse boxes and Installed in shrub beds. Verify that salve boxes are not placed where plant materials are to he Installed. Provide sleesing under all payed surfaces. 11. Proside full coverage to all lawn and shrub beds. Install additional irrigation heads as necessary to achieve full coverage and water to all plantings. 12. 120 AC Electrical power source at controller location shall be provided by others. The Landscape Contractor shall intake the final connection from the electrical source to the controller. 13. All irrigation heads to he installed perpendicular to finish grade unless otherwise specified. 14. Winterizing the system: The irrigation contractor shall install a manual drain valve assembls. Draining the mainline shall he accomplished by introducing compressed air into the system th the quick coupler salve at the point of connection. Demonstrate working system to building maintenance manager upon completion and accepta Locate all utilities before digging. ( all 1 -10001 424 -5555. 18. Mount Rain Sensor near top of building. Place in approsed location nigh landscape Architect. 19. From controller install one spare y ellow wire to each sale box. 20. I ontractnr to provide reproducible mylar :1s -built drawings to Landscape Architect prior to close - Out of job. 21. Electrical control wires to he spliced in control homes onls. 22. Asphalt to be removed 4" from behind extruded curb. 23. Sprinkler heads to beset on parking lot line. 24. Install 4 -man basalt rocks prior to installation of Irrigation. • -409•117 3_e . • , -411440 P tdro•_ ,.t. - ..10 ,, - 1440 - '/"?C ' tom✓ gr.4 �O * a. 1t -laff , E/SION NO _) Install irrigation system in accordance with all applicable codes and ordinances. Dot-tog RECEIVED CITY (FTUKWILA SFP 2 7 2001 REMIT CENTER 4 S °! o ' n K. I L &° .. T_ A_ "c J S Orrs or 2A8 ae '.e:..AZ NC: atS r _ twin *5 L2.0