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00-101164
t , _ • . . • • • City of Federal Way Community Development Services Building - Commercial Permit #:00 101164 00 - CO 33530 1st Way S Federal Way,WA 98003-6210 Inspection request line: 253.661.4140 Ph:253.661.4000 Fax:253.661.4129 (3:30pm cut-off for next day inspections) Project Name: FEDWAY CORPORATE CENTER Project Address: 34210 9TH AVE S Parcel Number: 926480 0090 Project Description: NEW COMM-New 70,767sqft office/warehouse building,includings plumbing&mechanical. *** HIS PERMITTSTOIDOCCUPANCY UNDER SEPARATE PERMIT**** Owner Applicant Contractor Lender ORTING ASSOCIATES,LW GRAMOR DEVELOPMENT*Mr Bol GRAHAM CONTRACTING LTD NONE 1133 164TH ST SW SUITE 107 1133 164TH ST SW 107 LYNNWOOD WA LYNNWOOD WA 9709 3RD AVE NE STE 208 SEATTLE WA 98115 NONE Includes: Census category: / 320-New it #1 #2 #3 #4 Occupancy Group: S-1 Construction Type: - Type III-N Occupancy Load: Floor Area(Sq.Ft.): 1st Floor Proposed Sq.Feet 70,767 Building Pre-con.Meeting Required Yes Census Category 320-New industrial building Fire Sprinklers Yes Mechanical Yes Number of Stories 1 Permit for Building Shell Only Yes Permit for Foundation Only No Plumbing Yes Special Inspection Required Yes • Total Proposed Sq.Feet 70,767 Will Certificate of Occupancy be Issued? No Zoning Designation BP " tv Plumbing Fixtures 4 Lp ([� I 3 "4' }n i - „.®» ® Drinking Fountains I 3 Sinks 8 Water Heaters — ,15 �F. Urinals 4 Mechanical Fixtures S .� r ^�xy -*¢.:a � W E$$'- -.-, « • 01'4'4„ Qu- x / . .;. Descraptiofi, 7 - r t ry 1c.z t� Air Handling Units I 10 Gas Piping 1 . ` CONDITIONS: 1)Allpew and refaced signs require a separate sign application and review.(FWZC,Sec.22-335(g)(6)) 2)A sparate building permit is required in order to occupy individual tenant spaces. 3)prior to CofO ROW must be dedecated to the city by way of a statutory warranty deed. PERMIT EXPIRES September 24,2000,IF NO WORK IS STARTED. t Permit issued on September 6,2000 I hereby certify that the above information is correct and that the construction on the above described prr, . . theoccupancy and the use will be in accordance with the laws,rules and regulations of the State of W.. ' gt r d the City of Federal "` Owner or agent: Date: �rA 1 • , } POINHIS CARD ON THE FRONT OF BUILD , BUILIDNG DIVISION VV AY INSPECTION RECORD • INSPECTION REQUEST PHONE#: 253-661-4140 Request must be received by 3:30 PM for next day inspection PERMIT #: 00-101164-00-CO OWNER'S NAME: ORTING ASSOCIATES,LLC SITE ADDRESS: 34210 9TH S ( ) FOOTINGS/SETBACKS ( ) FOUNDATION WALL lea a 9" + s, °I w 1TIL:.'-1'1W ABOVE IS�APPRO' D! w N Yd O DRAINAGE: Line I [�() Connection p O14_6 S,LA U.� 1-UT E'� Or i ,n�,S RO D rr;:, ", g ,. ., O UNDERFLOORI � PO ?'f -, //- / ( ) ROUGH PLUMBING: DWV - Water piping -- ( ) () ROUGH MECHANICAL 45''.3--0 I 5 Gas piping -2.,-- ) -O SHEATHING Roof Floor () SHEAR WALLS () ELECTRICAL ROUGH-IN Ditch Cover ( ) FIRE/DRAFTSTOPS 1-#3- / % ANY", xAL TE . M1 RE APPIROVED:PEIOk' t INSPECTION ( ) FRAMING/FIRESTOPPING .0*ABOVE41t7ST BLOPROVED P ' C*101 .SttATINs(R.SHEETROCKING () INSULATION: Floors k//�. Walls Attic ,v/✓I" r 'I BOE ST EAP b7PRIOR TO 'PLYING SHEE"I ,OQ f () WALLBOARD NAILING 6%'3 () SUSPENDED CEILING ^//4 TIDE ABOVE MUST BE APPROVEZ`PRIO '" 'O TAPING O,L STALLING+GCEIL1N '1'iLE ( ) ELECTRICAL FINAL () PLANNING FINAL d k �• i () PUBLIC WORKS FIN � I22*A Wr PU/(/ce 7,4* ( ) FIRE FINAL ( / THE.,. ,11170'.AYi.US ` E%APR VEDTRIOR TO BUILDING DEPARTMENT FINAL. O BUILDING FINAL : — si Ei� O NOT. C u ;y "7.#.a .! 0 t UNTIL-is,.<,^,.. F�C -&.a, x, ' .D lirk • :9".4F..(CI: 11.‘%C.6 \I -4' ° 1 LN )1 A w o o I t 4 la ,. 1 \ ck,-. --i,, Oi _ _ Q d o ,..,..t.pr. :, kr v i ',.. - , \ L 2 k* 6/ g \\*Ni ), i' D `(' Z -C_;:c:?, ,.. i tA e+) 1 1 1 ‘Z, i -?• t .\1‘- 1' la \ c-r , , d ,\ 0 :e.).! -,-;f:.,,, w 0 2 V) Z ° S �°' l ) 1 ( N \ \ I ,,,r Ra 7 ti A A t.-. . ,i) v‘ vi ,r , vl .. s,,,,f,,, (i) v) v, th, v, v; $ ._ . , .,,,,,,,,., , .. Cl � � ` r �� r N • 4 .P,(101 . S31tt y Geo Engineers Rf. ,=D FILE t+� WAY December 17, 1999 tEPT. Consulting Engineers and Geoscientists Gramor Development Offices in Washington, 1133 - 164th Street Southwest, Suite 107 Oregon,and Alaska Lynnwood, Washington 98037-8121 Attention: Bob Hart Geotechnical Consultation Proposed Gramor Development Federal Way, Washington File No. 1124-039-00 INTRODUCTION The purpose of this letter is to provide an opinion regarding foundations for the proposed Gramor development in Federal Way, Washington. The site is located east of 9th Avenue South and north of South 344th Street. We understand that the proposed development will include a single-story warehouse type facility approximately 65,000 square feet in areal extent based on a preliminary grading plan prepared by Barghausen Consulting Engineers dated December 3, 1999. The building will be concrete tilt-up construction with a slab-on grade. Parking is planned on the west, south and east sides of the building. Truck loading docks are planned on the north and south sides of the building. The preliminary grading plan suggests that cuts on the order of about 4 feet high are planned on the west side of the site and fills up to 3 feet will occur on the east side of the developed area of the site. SUBSURFACE CONDITIONS Our understanding of subsurface conditions is based on test pit exploration logs prepared by Geotech Consultants, Inc. included in their letter report entitled, "Preliminary Foundation Considerations, Proposed Business Park, Lot 9, West Campus Business Park, Federal Way, Washington dated January 29, 1990. GeoEngineers did not visit the site nor did we complete explorations at the site as a basis for our opinions and recommendations. Based on the test pit explorations by Geotech Consultants, Inc. the site is blanketed with fill consisting of silty sand ranging in thickness from 3.5 to 14 or more feet. The density and moisture content of the fill encountered in the test pits is reported to be highly variable. Organics were observed in TP-2, TP-4, TP-5 and TP-6 and occasional brick fragments were observed in the fill in test pits TP-1 and TP-6. GeoEngineers,Inc. 8410 154th Avenue N.E. Redmond,WA 98052 Telephone(425)861-6000 Fax(425)861-6050 www.geoengineers.com F11 119edtxrr " P °! " Gramor Development • December 17, 1999 Page 2 A layer of topsoil is present beneath the fill in TP-2, TP-3 and TP-4 ranging in thickness from about 0.5 to 1.0 feet. Beneath the fill and topsoil the test pits encountered loose to very dense native silty sand and medium stiff silt. ON-GRADE SLABS In our opinion, the proposed building slab can be supported on grade on a layer of properly compacted structural fill. The thickness of the structural fill will depend on the expected floor loads but will not exceed 2 feet. Some settlement of on-grade slabs should be expected due to the variable fill conditions. Settlement of floor slabs may result in cracking and "warping" of the slab. We do not anticipate abrupt discontinuities in the slab that would result in a "bump." SHALLOW FOUNDATIONS The test pit explorations completed at the site indicate that the existing fill varies in thickness and density which can result in large total and differential settlements of shallow foundations and on-grade slabs. In our opinion, the building can be supported on shallow foundations bearing on a zone of compacted structural fill ranging in thickness from a minimum of 2 feet up to about one-half the width of the footings. Shallow footings supported as described should be proportioned for an allowable bearing pressure of 2,000 psf(pounds per square foot). We recommend that we complete additional test pit explorations prior to beginning construction to obtain additional subsurface information and finalize our recommendations regarding foundation support and structural fill thickness. The variable fill conditions may result in total settlements up to 1 to 1-1/2 inches and differential settlements up to about 1 inch in 100 feet. The continuous perimeter footing will support the concrete tiltup panels. The majority of the settlement of these foundations will occur shortly after the concrete panel is placed onto the foundation. Post-construction settlement and panel cracking can be reduced by delaying completion of the final connections of the panels until after the majority of the settlement has taken place. Because of the variability of subsurface conditions at the site and the limited subsurface information available at this time, we recommend that we retained to provide construction observation services to verify that the subsurface conditions encountered are consistent with those expected. There is a possibility that additional remedial measures such as GeoPiers will be necessary to provide adequate support for some of foundations for the proposed development in order to limit settlements to tolerable levels. A GeoPier is a crushed rock "column" that extends down below the footing through the fill to the underlying competent soils. We will advise you immediately if we encounter conditions that warrant a change in our foundation recommendations. G e o E n g i n e e r s File No. 1124-039-00-1130 411 Gramor Development • December 17, 1999 Page 3 LIMITATIONS We have prepared this letter for use by Gramor Development and members of the design team for use in design of a portion of this project. The report is not intended for use by others and the information contained herein is not applicable to other sites. The data and report should be provided to prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. The site development was in the preliminary stages at the time of this writing. When the design has been finalized, we recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. Our scope of services did not include completing subsurface explorations at the site to develop our opinions and recommendations. We relied on test pit exploration information reported by Geotech Consultants. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods,techniques, sequences or procedures,except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the explorations and variations are also possible over time. A contingency for unanticipated conditions should be included in the budget and schedule. Additional explorations should be completed prior to construction for this project. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations,to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not and foundation earthwork installation activities comply with contract plans and specifications. Within the limitations of scope,_schedule and budget, our services have been executed in accordance with generally accepted geotechnical practices in this area at the time the report was prepared. No other conditions,express or implied, should be understood. G e o E n g i n e e r s File No. 1124-039-00-1130 • ' Gramor Development • December 17, 1999 Page 4 We appreciate this opportunity to provide Gramor with geotechnical engineering services on this project. Please call if you have any questions regarding this letter. Respectfully submitted, GeoEngineers, Inc. .(. A. v 1 ajii,,,,,,,,, Mary S.Rutherford,P.E. Principal MSRla 5.P:\00\finals\I 124039001et.doc .--4" Vit.1 '" . x. Three copies submitted , ''Ai) A/ *7:4Wr- / nIr.,' J i PP"e r 4 ,, /, t--71 --1.--7,- GeoEngineers File No. 1124-039-00-1130 BUILDING DIVISION arvo4G • • 33530 First Way South ww1!^. — Federal Way,WA 98003 FTY neC rVet) (253)661-4000 Fax(253)661-4129 MAR. 2 $ APPLICATION FORRWWY PERMIT PLEASE PRINT 3 2 O APPLICATION# 00-- 10 SITOMMIONNiiiiniggiiiiEREEMEM Site address Tenant name Lot# Assessor's Tax# Building ( Address Owner's Name 6PA- oQ. P ve -4'4l E,vT ( t 33 /6 V1--k S 5.1v (e27 City ttwi dII (State (v A-- Z�I 7 3O3' IPhone Description/of Work 61(4S4�'u70,761 7F © 1vre- i-dfrekjcn. a ���•�a Ti �r'N/3 jArEtSAfitEMEEMERMEgmgal Name(F,M,L) a0.4-12—T / DEvcLepm 7- -Address City State Zip Contact Person Day Phone Other Phone Fax I7Ob 1 v y Z�- 71/7- -S .1 f 1 ao(, -362, 3/ ' /2s-7Y3 5-'c's-3 Federal Way Business License i Li n # Company Name / -r© 8.0 , tAA Address City State Zip Contact Person Phone Fax Contractor's #(card must be presented) Expiration Date Verified 0 Yes 0 No il,/:li ..,.: MON Name )� I (e A✓vVlt` v7 Address r y� -I I✓r. 5a; ��� City lea 4-4(e State w A-- Zip 6 8 Contact Person Phone Fax Pave ,etile LEGAL DESCRIPTIONey- (/vE w s7 (7 4.4?(/' �li'S I�v SSS F.44 ?�1 � 21 , T- , I� Ll�, (4'44 Please Complete Reverse Side 7 Proposed Use ... ...3._... 0_40.i A......—— i Use P Existing 9 Permit includes: NBuilding k(Plumbing 0 Mechanical 0 Other., Type of Work: 0 Residential 'New 0 Remodel 0 #of bedrooms 0 Deck (3t'Commercial 0 Addition 0 Repair 0 Garage 0 Shed Enter 1st Floor sq ft 2nd Floor sq ft 3rd Floor sq ft Existing Floor Area sq ft Area Basement sq ft Decks sq ft Garage sq ft Proposed Total Area sq ft Water Availability Sewer Availability j' r�On-Site Septic System Availability 0 Project Valuation $ I `S30, V3. Zoning g P I Lot Size Existing Bldg Valuation $ i •tigi!:iiMinigiMi§iiiiiiiiiiiiiiiiiiigiiiiMigni§iiiiigiggiiiiiiKi For in w residential only - Proposed sellincost: Name / Address .y\.X 5e,.? (1�(`e v JJ 1 u City State I Zip IfiagaidagiatiainE Contractor Name Address City State Zip Contact Phone Fax License # Expiration Date Verified 0 Yes 0 No t r ..":TlMME<.'•.'•i::::::: Contractor NameAddress City State Zip Contact Phone Fax License# Expiration Date Verified 0 Yes 0 No itiUMBINMR1011/1000ONTMERNE . Water Closets Sinks Urinals Lawn Sprinklers Bathtubs Dish Washers Drinking Fountains Other Showers Electric Water Heaters Sumps Lavatories Washing Machine Drains 'Croak n*hire.ir'ount t i ty �`:. tetkri< "`` ; MECHANICAL EVALUATION ONLY $ Fuel Type(gas/electric/other) Gas Dryer Air Handling < = 10,000 CFM 15-30 Tons Length of Gas Piping Range Air Handling > = 10,000 CFM 30-50 Tons Furn <100K BTUs Gas Log Unit Heater 50+ Tons Furn >100 BTUs Fans , Miscellaneous Fuel Tanks Gas Hwt Hood Boilers Above Ground Cony Burner Duct Work 0-3 Tons Underground BBQ's Wood Stoves 3-15 Tons `1`k'tal Ur1lt Gaunt DISCLAIMER:I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the owner of the above premises to perform the work for which permit application is made.I further agree to save harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the City of Federal Way,but only where such claim arises out of the reliance of the city,including its officers and employees,upon the accuracy of the information supplied to the city as a part of this application. Zt--/(""j rjjgI-----Owner/Agent: Date: 3--). BUND..O.APP rrtvsEo 5115199 to APR-24-20 0� (66d1�0�, 0 0 CPR 1 G 2536614159 36 No .005P P .02 002 CITY 0F FEDERAL WAY A — N j Proposed Use permit tntiu : or Boding a Mao d Other Type of Work: 0 Residential %New 0 Remodel O I of bed/eorsa 0 Deck A'Canm.rdal Q, inion 0 Scow O oe.aQs 0 Shod , Enter 1st Rear ea ft tree Roos ea ft 3rd Feer sq ft Existing Roes.Area sq ft Area Berrornent sq ft Decoke so ft Geroge eelft Proposed Toldes Arest_n Water AvaIabllk ✓v 19 Sewer Ara7l.blHtyOn-ante Septic System Availability 0 Project Vdwdon ,$ I 1 Q 30. viol,El Zonow S p fart elite Estlidnaltia Valuation_s For new residential only-Proposed selling Cost: Nan1s / Address pyL (�e !�cQ 1.71..k Ave. -vim. ,, t:ity � 8 v� ` � "' _stet. w�4— I `ICY Contraater Name 71-.1;13, .Q, Address City Stet* Zin Canter Phone Pax jos I 6miratlan Delta Vedfl�d 0 Yee 0 No ` Contractor Name �, 2. Address P a City Stats ZIP Contort Phone Pas r Visiones I Essir•rbrt Date Yignfol a Yes 0 No A 44tir6)41 Water Closets /5- Sinks OR Udeals 47 Lawn§afinld.rs Bathtubs Di*&Wsshen Drinking POunt*lns 3 .Other Showers fil.otrla Water Heaters Burma .avenges Weehisi Msehins _Drainsf °_: F ' ;i MECHANICAL EVAWATION ONLY i Pad` ,•• I • Gas Dryer Air Handling< • 10.000 CM 1540 Tone __� a,,,, of Oa • ,s • Air — .-, h;i, 10.60 Tons ■_rt* <1001C BTUs One L.• the P ' LDC2 504- ,I Aim >100 BTUs , Fans �IS.edleneous r v .Find Tonto , Gas Ft._t Hood Boilers g TC/ breve arorro Cow eumse Oust Welk 0- o tit'-`*&;44.4110- V-",1• 110-; BBQ' 3.15 Tone ;7 �MCood titoyea __i ...,. �1;.' e;.�fis�:ti�: onICLAVA :I awdy order pevaay d1,14a71W di.idbrrembin ikon ind by nue is tree end oras soave tet dory ImeYNssay and Martha,tnc I sr evdviad try iso saner ter tie above plinth's topoltemthe woes lDrshirkPadtapptiaotienrsAsada tfurther wee issewhernias es.Day atiWUWay astoany dabs(bol•fasOesits,spews. and massy!Om irrsated to iausniMlioa sad/dimes ofsidit doing,winds maybe meds by w tror••a berhrdngOa osherlirad,fed filed oohed ire City acinus War.but only whoa wash darn saves oat ofti rd:aase dire city kolvfms N---""o allow sod employees,weeds.owrsoya Ii idtrasden supplied to I elbr es spat daie.I4geaied CisrNltesett '.w.j/ RE-VI% Por33M: .. NDATE 00 04/24/00 MON 09:19 [TX/RX NO 9346]