Loading...
HomeMy WebLinkAboutPermit 1445 - Morgan BuildingCITY f KWILA BUILDING DEPAE "IT 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (2061 242-2177 LOCATION OF WORK / NUMBER & STREET 6000 Southcenter Blvd. LOT BLOCK OWNER Bruce Morgan PERMIT NUMBER No 1445 SUBDIVISION See attached warranty deed ADDRESS 320 Andover Park East, Tukwila S' ��3 pd 14" 1, . PHONE 292-4900 NAME OF BUILDER Pacific Pines, Inc. n��.;�'J r K STATE LICENSE NO. PACIFI 248 MZ SALES TAX NO. C 600 194 327 ADDRESS 4501 Shilshole Ave. N. W. Seattle PHONE 789 -1012 INSPECTION RECORD FOOTINGS BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS April 24, 1978 ESTIMATED ALUE COMPLETED W• K $ 225,000. 00 FOUNDATION 362.00 PERMIT FEE $ FRAMING 235.00 PLAN CHECK FEE $ LATE PERMIT FEE $ TOTAL FEE $ 597.00 TYPE OF V N CONST. OCCUPANCY B-1, B -2 GROUP DATE ISSUED August 24, 1978 FIRE 2 ZONE USE C - ZONE 1 EXPIRATION DATE FINAL FIRE SPRINKLERS REQUIREI MAX. 74 OCC. LOAD L_lYes III No DESCRIPTION OF WORK: Construct single story 7,000 sq. ft. office buildi I, LSD" �Y I1 THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. Pacific Pines, Inc. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT BY SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR Al Pieper BY a/e-.0-e:/eiv v..Y l tl:. r., . ... il. �l 7 1 / l � S+i'i o✓ ti� i`i:3.l J i 1 +4� '1,1' �. s e-i sS . 6230 Southcentar Blvd. Tukwila, Washington 98067 Phone: (206) 242-2177 _OCAT IC.N OF WORK / NUMBER & STREET 6000 Southcenter Blvd. LOT OWNER BLOCK Bruce Morgan di 15 PERMIT NUMBER I'll a 1445 SUBDIVISION See attached warranty deed ADDRESS 320 Andover Park East, Tukwila PHONE 292 -4900 NAME OF BUILDER Pacific Pines, Inc. "' TCT STATE LICENSE NO. PACT.I 248 M1 SALES TAX NO. C 600 194 327 ADDRESS 4501 Shilshole Ave. N. W., Seattle PHONE 789 -1012 INSPECTION RECORD FOOTINGS IBU O LO ' P E WI M VOID IF WORK IS COMMENCED IN 120 April 24, 1978 IG 7 NOT DAYS ESTIMATED VALUE COMPLETED WORK $ 225,000. 00 `" FOUNDATION 362.00 PERMIT FEE S ERAMING 235.00 PLAN CHECK FEE $ LATE PERMIT FEE S TOTAL FEE $ 597.00 CONST. V N GROUP OCCUPANCY B-1, B -2 DME ISSUED August 24, 1978 • FIRE ZONE 2 USE ZONE C -1 ExNiRAnON DatE FINAL • FIRE SPRINKLERS REQUIRE1 y 1YesE1No MAX. 74 OCC. LOAD DESCRIPTION OF WORK: Construct single story 7,000 sq. ft. office building. THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PE RPAI TS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. Pacific Pines, Inc. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242 -.2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT BY SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR Al Pieper n � /e ( LX f BY L�t••i ' PLANNING PARKS d RECREATION BUILDING CITY of TUKWILA OFFICE of COMMUNITY . DEVELOPMENT February :27,:1978 Mr. Bruce Morgan. Reed, McClure, Maceri & Thonn 1701 Bank of .California Center. Seattle, Washington '98164'. 1r•. Morgan: A copy of a memo from Gary Crutchfield, Assistant Planner, to the Building Department is enclosed for your information Theirrformation will be required prior to issuance of a building permit. If you have any questions, please call me at 242 -2177. BUILDING DEPARTMENT AP /dp Enclosure 6230 Southoenter Boulevard. r Tukwila,`Washington.:98288.0 292 -2177 • . PLANNING PARRS & RECREATION BUILDING CITY of TUKWILA OFFICE of COMMUNITY DEVELOPMENT 23 February 1978 MEMORANDUM TO: Al Pieper, Buildin. Official FROM: Gary Crutchfiel - stant Planner SUBJECT: MORGAN OFFIC BUILDING (APP #77 -91) I have reviewed the plans submitted for the above - referenced project in pursuit of a foundation permit and note the following. Floor Area: A) Gross floor area = approximately 7,000 square feet. B) Net floor area = approximately 5,600 square feet. Parking: A) Minimum number of parking spaces required = 22 (7,000 @ 3.1 spaces /1,000 = 21.7) B) Parking area design must fulfill, as a minimum, the following standards: 1) Two 90° stalls with 2 -way center aisle must provide: a) 62 feet from inside edge of wall to inside edge of wall if stalls are 9.0 feet in width. —' b) 60 feet from inside edge of wall to inside edge of wall if stalls are 9.5 feet in width. 2) One 90° stall with 2 -way aisle must provide: a) 43 feet from inside edge of wall to inside edge of wall if stalls are 9.0 feet•in width. b) 40 feet from inside edge of wall to inside edge of wall if stalls are 9.5 feet in width. Inasmuch as the entire parking is provided within the basement for which the applicant has requested a foundation permit, I request a foundation permit not be issued until the applicant has demonstrated compliance with parking standards hereinabove described. GC /ch 6230 Southcenter Boulevard r Tukwila, Washington 98188 u (206) 292 -2177 CITY :OF ;TU WILA. BUILDING DEPARTMENT TYPE OF' INSPECTION -STREET ��✓✓ ADDRESS OPT Li. CA,Tie. , d--9•6 A . LOT NO, PERMIT NUMBER A.M. - +CONTRACTOR. / 'e,,I it= /G 11C) 4/•6-s RD' LARKS d / 1L ,9 OWNER lovw•Xt • CITY OF .'TUKW'WILA: BUILDING DEPARTMENT INS.PE.CTIO -N MEMO Date TYPE OF INSPECTION A.M. INSPECT . I . CONTRACTOR OWNER #119 peo. .4* +' .. REMARKS: ffx 4,E$71' 44110 4 r, . 0-77E,4 .0- ISSUE C.O. INSPECTION RECOR U' /445. ,� Permit No. ADDRESS REQUESTED: It E OF INSPECTION `;4 .‘ - "2 - %B 3•'• ' .v 4 -9- 3 DA E /TIME REQUESTED DATE /TIME OF REQUE. • Special Instructions to Inspector 44.520. • INSPECTION: ___ DESCRIBE DETAILS 0 REMARKS: Sv I REQUESTOR (Ir1DIC E SULTS, DESCREPANCIEF RE•INSPECTJ%N REQUIREMENTS ETC.) CITY OF TUKWILA - •BUILUIUG DEPARTMENT. Insprctor�, :Y •i �'�r.tp. n �j U. S. POSTAL SERVICE ROUTING SLIP DEPT., OFFICE OR ROOM NO. FROM: DATE REMAR ❑ APPROVAL ❑ SIGNATURE ❑ COMMENT ❑ SEE ME ❑ AS REQUESTED ❑ INFORMATION ❑ READ AND RETURN ❑ READ AND FILE ❑ NECESSARY ACTION ❑ INVESTIGATE ❑ RECOMMENDATION ❑ PREPARE REPLY EXTENSION ROOM NO. eler0 t/ 8 ,OS % 0 ,// Ce /1n-- 7-44tee0 % de ze,E /old k GH 4/ edit/CO.60AI it ea/ e?d Tx''e 7d 4/ !fi ae .6 /dc) 5-04'77;4- deu 621/6,. ,1-7 7-64-/T , ,20,640/vs, Gt% / T7i A/A-rti 12boRes s. )41a4uce. ITEM 0.13 (Additional Remarks on Reverse) Aug. 1976 (Formerly 1•nrm 131 *USGPO; 1976 -- 654.401 EFIRTH SCIENCE ENGINEERING BOX 126 HOBART, WASHINGTON 98025 TEL: AREA 206 682 -6942 Pacific Pines, Inc. 4501 Shilshole Avenue N. W. Seattle, Washington 98107 Gentlemen: Reported herein are my findings on the soil conditions at •the site of your proposed office building. in Tukwila. The • work.was authorized by you a week or so ago following con- versations between myself,. Gary Scott, and Bruce Morgan. The building would be single story and of wood -frame con struction With underground parking. The site is imme- diately north of Southcenter and a few hundred yards west of `the new Tukwila City Hall. A wood -frame house presently occupies part of the proposed building area., The concern which prompted my involvement stemmed from.:,. the steepness of the downhill slope. immediately south of the south edge of the office building. A cut slope of 30 -33o extends from the north shoulder of Southcenter Boulevard to the approximate' edge of the subject site... The vertical height is about 35 -40 feet. Essentially no filling is proposed, and cuts will be limited to about six feet, primarily along the north side of the building to accommodate the underground parking. Conditions were explored by digging five backhoe test pits at locations shown on page 4, which is a partial, Page 2- • Pacific Pines, Inc. reduced • co . ; >...,..;.,,.,.__•,:.. copy of " preiimi'nary,• sheet 1. These were carried to a maximum depth ofd - 13.1; feet In- progress soil logs..;., were maintained based:`"'on'¢visual. and textural examination % of the soil. 'Copies of the•logs are shown on page 5:." In addition, I reviewed the technical documents applicable to that area and made. a reconnaissance of, the. cut slope." • t In digging test pit 5,'`the water service line to the house. was damaged: As a result, backhoe time beyond that originally estimated 'was incurred. Two basic soil types wera.noted in the test pits and along..;. the existing downhill cut:. First; the uppermost soil is glacial till which extends beyond the depth of test pit':1.`: It has a minimum thickness of near zero in the vicinity of pit 2. Till is a mixture of silt, sand, and gravel. Characteristically, it grades harder and less permeable downward with depth as a result of weathering. Underlying the till is a massive formation which consists mainly of sandstone. Where severely weathered, .. the appear - ance and general character of the rock is somewhat similar to till. Even well below the effects of weathering along the toe of the roadcut, the material is weak and friable by bedrock standards. It,,can easily be excavated with construction a qui'pment. At comparable shallow depths, however, the sandstone is stronger and less •com- pressible than the'glacial'soil. • Test pits' 1, 4, and . 5' encountered groundwater seepage at depths between 2A and 44 feet. This represents a shallow, perched condition totally unrelated to the regional ground- water level. The condition may be intermittent. It is.: important to this project only insomuch as it will be a nuisance during the early . stages of construction. Except for the relatively unweathered sandstone, all of the, • • materials logged are highly moisture sensitive; they tend' to mud if subjected to traffic or other disturbance under wet conditions. Once construction is completed,'the water - will not affect the soil's compressibility or strength. In my opinion, the hillside to the south is stable and need not be investigated further. Placement of the ' building will not lessen the stability unless revisions are made which would place large quantities of fill near'. the south property line. Conventional spread footing support of the building is recommended. • It will 'be`," necessary to 'found parts of the :. structure on glacial`' soil and parts . on residual sandstone. Since the till is weaker`'than the weathered rock at compara- ble depth, and to minimize differential settlement,, I' recommend that all footings be placed at least 4 feet below_, present grade and that bearing pressures be limited to- 4 ksf. . To comply w ,th' building code, no footing, either continuous or isolated 'should be less than 14 inches wide. Footing drains should be provided. I• understand, that s, small quantity of fill may be placed along the south edge of the parking slab. It will not be practical to use onsite` material for that purpose. A more` easily compact ble granular material is suggested. ,: If you,wish inspection service during construction or have any other questions, please give me a call. ' ours very tr Brown silty fine':'` coarse sand w /gravel (weathered till)•' ..L;`. „. 3'8 Light brown silty fine to coarse sand w /gravel=::: (relatively unweathered till) 13.0 Completed; seepage at Brown silty 'fine to "; coarse sand w /gravel (weathered till) Yellowish brown fine. sand with silt " (weathered sandstone) 'Completed; no groundwater, . 4.:. 0.5' 1.6 Topsoil (weathered from till) • Washed rock (abandoned dra inf ield) 0 0.6' Brown silty fine to coarse sand w /gravel,. (till, weathered to'' 4') Dark gray severely weathered7• 4.5 Topsoil (weathered from till) ` silt stone, Light gray to yellowish brn. fine sand (weathered: from sandstone) :'= .,., 12.0 Completed; seepage a Completed; no groundwater,.. 3.5' Brown silty fine to coarse sand w /gravel (weathered till) Brown silty fine to, coarse sand w /gravel'°:. (relatively unweathered till) Variable gray and brown. fine sand and silty fine. sand (weathered from- '• ,';;.. sandstone) • Variable loose fill and' topsoil 1.1.E Brown silty fine to coarse sand with gravel (till, weathered to 4.6') trF,,,y 4.6 'Brown silty fine to: coarse sand (weathered from sandstone) 13.1' Completed; seepage at 4.5' ". CITY OFIIb ILA BRIM aEPAI ,� II' 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242-2177 CATION OF WORK / NUMBER & STREET 000 T INER BLOCK 82UcE APP-77-91 SUBDIVISION S ,n- d,eGAN. DRESS P PHONE ME OF BUILDER. S STATE LICENSE NO•P/}C( F/ 21.18 M Z SALES TAX NO. C Ccc /4Y 327 1DRESS P PHONE • E Es."..m."74.6.1".""*""ig"."."."..."F E /soy o00. APPLICATION • P PERMIT FEE • $ 36'Z v6 FOR - p4) /F's,C'o F BUILDING PERMIT LATE PERMIT FEE $ TOTAL FEE Q4—/ q / r, is 6 0 TYPE TO. F Y O OCCUPANCY *3 2 _.Jl DATE TODAY F FIRE ZONE r' SCRIPTION OF WORK; C�vaJM.VG7 4- A!8`(W 70vo sq f=T Fic - 8'i/60/ ►/•G r I MANE OF TFNAi1T ! S ► SS: z-/--7 ftwiv viivf,L, r N' /. t- F'L ./f,; "r v '• l :1 y /13 . THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. APPLICANT pgc /F/ c p/nJ 6s /A/c 444640rn6. /2•412.4 BY 7,, WARRANTY DEED. ,fl a /.tr•. IW.A- 441 -1.M. Molt • a. i►. • .11..: O In the Matter of Pria.ary •. State Highway No.1, South 170th Street to KNOW ALL MEN BY THESE PRESENTS, That the Grantors South 126ih Street. ' T)dTh Z1 N. SCHi'Lfl AIID KtltTli& K. SCHILI.INO, husband and wife, also appearing of record as Harths B. Schilling, for and in consideration of the sum of(•+ .0.00) - - - ---_ Ten and p0/100 Dollars, end other valuable consideration hereby convey and warrant is the STATs or WASHINGTON, the following described reel estate situated to WIC • County, in the State of Washington, to the *anus extent and purpose as iJ the rights herein granted had been acquired under Eminent Domain statute of the Stele of Washington: • . - - .11 that portion _of.the following "described Pareol me lying Southwesterly of a line beginning at • peint.opposite Highway Znr.inenr'a Station 170•00 and 110 Northeasterly, • • then neitsursd at right mace, free the center line of the erleting Prirsry State Hit•,h- :.• rosy NO. 1 alt .thence tram Uighur/ Engineer's Station 170•0 north. eate:1y in as et:`Liilrt line and parallel with the cantorline of said hilway to lti;huU mWinurw's Station 166•003 'thence Northwoaterly from Highway atginner's Station 1669470 to liar hway Dt;imser' a Station 162464.97 and 90 £set •northerlj from the cantor lino of said hi,;hwapr. • •Parcel. :111 *•Shat portion' of Tract 12 Interurban addition to City of Seattle, ••.� ::: as per plat recorded in•Vo1une 10 of Plate, page 55, re•:ord., of • Hine County, lyin Northerly of Secondary State ItiChway H0.14, QC'T the Last 100 toot thereof; :JdA, the North 25 fent of the ,•List 100 feet of said Tract 12; .itute in the Timm of ?uicwila, •..',Z. ' C:umtJ; of inc, K State of Washington. • She lands heist onnveye4 herein contain an area of 27,225 square feet , nose or less, the specific details concerning all .f which are to bo found within that certain nap • new of record and on file in the oftice•of the Director of Highways at (fl pia, and • bearing date of app.-,...1 January 30th, 1962, revised July 13th, 1962, and the center line of which is also ,hew of record in Volts, 2 of Highway Plate, page j)0, records of Ling County. .,. ,. • _ • • .t ;,•3 ••.l�.0 Y: , IRSti �.:i.. ; L '�)�•a .e. u ti�.t i •: �: L••■• ." !r! �y.l �; *ce•.. •: : • Pastel / 1 -231* 1219- ✓ • !1 AUG 30 1962 PLANNING PARKS E RECREATION BUILDING CITY of TUKWILA OFFICE of COMMUNITY DEVELOPMENT 23 February 1978 MEMORANDUM TO: Al Pieper, Buildin• Official FROM: Gary Crutchfiel stant Planner SUBJECT: MORGAN OFFIC :UILDING (APP #77 -91) I have reviewed the plans submitted for the above- referenced project in pursuit of a foundation permit and note the following. Floor Area: A) Gross floor area = approximately 7,000 square feet. B) Net floor area = approximately 5,600 square feet. Parking: A) Minimum number of parking spaces required = 22 (7,000 @ 3.1 spaces /1,000 = 21.7) B) Parking area design must fulfill, as a minimum, the following standards: 1) Two 900 stalls with 2 -way center aisle must provide: a) 62 feet from inside edge of wall to inside edge of wall if stalls are 9.0 feet in width. b) 60 feet from inside edge of wall to inside edge of wall if stalls are 9.5 feet in width. 2) One 900 stall with 2 -way aisle must provide: a) 43 feet from inside edge of wall to inside edge of wall if stalls are 9.0 feet in width. b) 40 feet from inside edge of wall to inside edge of wall if stalls are 9.5 feet in width. Inasmuch as the entire parking is provided within the basement for which the applicant has requested a foundation permit, I request a foundation permit not be issued until the applicant has demonstrated compliance with parking standards hereinabove described. GC /ch 6230 Southcenter Boulevard • Tukwila, Washington 98188 • (206) 242-2177 4. • City of Tukwila Fire Department Edgar D. Bauch Mayor Hubert H. Crawley Fire Chief Al Pieper Building Department City of Tukwila Dear Al, Fire Prevention Bureau April 17, 1978 Re: Scott & Morgan Office Building In reviewing the above mentioned project plans, please note the following items: 1. Per UFC Sec 10.104(b), "All doors in or leading to exits shall be maintained open - able from the inside without the use of a key or any special knowledge or effort at all times when the building or area served thereby is occupied." 2, Per UFC Sec. 10.113, "At every required exit doorway, and wherever otherwise required to clearly indicate the direction of egress, an exit sign with letters at least 6 inches high and readily distinguishable shall be •maintained." 3. An automatic fire extinguishing (sprinkler) system is required and shall be installed, designed and tested per City Ordinance #730. 4. Hose stations are required per City Ordinance #730. 5. Fire extinguisher type, quantity and placement shall be per NFPA #10. 6. Protective guard posts or curbs are required around all gas meters, electrical vaults, sprinkler valves and hydrants. 7. Post the entrance driveway conspicuously as, "Fire Lane - -No Parking ". 8. Provide an outside location for the garbage dumpster. Otherwise, construct a one -hour rated room exclusively for the dumpster. Please include these comments in your review of the above mentioned project. incerely J H : V m a City of Tukwila Fire Department, 44 Sndover PaCikeesastH. kwi Tula, Was�iingttna98189a(206) 575 -4404 Al Pieper ; Fire Prevention Bureau. Building Dept: April 17, 1978 Page 2 - Is' the :'single `: exit from the main floor adequate? The '.other exit goes thru the parking. garage. drawing index general notes legal description code data site plan footing detail partition approved william b rigg albert w nelson jr floor plan foundation plan floor plan floor framing plan roof framing plan general structural notes wood framing notes elevations room finish schedule door schedule window schedule section a-a section c-c section d-d section b-b typical wall section ramp section details specifications general requirements