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HomeMy WebLinkAboutPermit D02-227 - PARKWAY SQUARE - SEISMIC UPGRADED02-227 Parkway Square Building A 16832 Southcenter Py I _ .- - '- G� ) i } FROM : CASCADETESTING FAX NO. : 425 -B23 -2203 Oct. 14 2002 03:46PM 1 fi r- CASCADE TESTING LABORATORY, INC. rES1'ING G INSP[CTInN / ENGINr_EI S KW 1 e 1A N.C. 126TH PLACE KIHKLANI7; (42$) 6Q3.8600 SEATTLE: (206) 525 -6700 K11aKLAND. WASHINGTON 96034 FAX: (425) 693 -3203 2V2RLTT: (425) 259 -061 7 October 9, 2002 I Cert No. 0208 -33 Z H w U O City of Tukwila Building Department J O U) w: i 6300 Southcenter Boulevard Suite 100 w = I Tukwila, Washington 98188 co w � Attention: Dave Larson g Q Reference: Parkway Square Shopping Center 012 = 0 16854 Southcenter Parkway f- _ Permit No. D02 -226 and D02 -227 . Z F' z0 Dear Mr, Larson: w 2 o This is to advise you that special inspections are completed for the above referenced project. o H w Special inspections were performed for the following activities and copies of reports have been sent H v , to the building department. u- p Z PERMIT NO D02 -226 w co E poxy bolts properly imbedded O I Clips at bay of building Z • Straps and holddowns PERMIT NO. D02 -227 Epoxy bolts properly imbedded 1 _ Clips and nails ' Holddowns . All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 10 -02 -02 and is number 52732. F : `' ;,> Respectfully, ; ° ° ° '; CASC E TESTINGLABORATORY, INC. :� t OCT 15 2002 > { ., . tf BUdLDING 4 v^ � i ..; DE 'AR`s MEN :„..,,-,,?, Def nis H. Stack. T 1 President OM • i :w. L`J.1 .r ^.LIB, :, .. _ _. ...... ............._........, .... _.. «__ ....r...,,,._., .... i...�..w..._ :...w... ,... M ....., i .... ,.. ,, ..w...sir•w+..t+wkn.w.,e .,.. nvm.wrw.........,. a,» a.- e.,„—. arn....„nwAUrR§ntttAtiR7:f.",,!4Ff 9.1'l7TYEit.,, .gtt . i . , "...WI( . - f .r . ' -s.. .. „,„„„A.,,, f .voics ,A1033 . rgo A 3 , _ Cit of T ukwila �yJ� Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 2623049128 Permit Number: D02-227 j Address: 16832 SOUTHCENTER PY TUKW Issue Date: 08/07/2002 QQ Suite No: Permit Expires On: 02/03/2003 U UO co 0 Tenant: u w = Name: PARKWAY SQUARE . LL i Address: 16832 SOUTHCENTER PY, TUKWILA, WA : W O Owner: � Name: CAPITAL & COUNTIES USA INC Phone: u Nam C L U e Address: 100 THE EMBARCADERO STE 200, SAN FRANCISCO CA CO d I-- _ Contact Person: Z F- Name: ANDREW W. EWING Phone: 206 622 -6822 1— 0 Address: KPFF CONSULTING ENGINEERS, 1601 FIFTH AVENUE, SUITE 1600 w W • Contractor: U N Name: W G CLARK CONSTRUCTION CO Phone: 206 624 -5244 0 h- Address: 408 AURORA AVE N, SEATTLE, WA W ! ' I Contractor License No: WGCLAC *370N0 Expiration Date: 08/01/2003 H U DESCRIPTION OF WORK: Z VOLUNTARY SEISMIC UPGRADE U N F. 0 Z Value of Construction: $20,006.00 Fees Collected: $557.66 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0023 ‘, , Public Works Activities: • . Curb Cut/Access /Sidewalk/CSS: N I Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time End Time: F"' P.,..,.;1 , Sanitary Side Sewer: N k4 ;• c,i , ,ri , Sewer Main Extension: N Private: N Public: N Storm Drainage: N} Street Use: N {e . ' Water Main Extension: N Private: N Public: N ° gil Water Meter: x ' Channelization / Striping: r . , Ati. ** Continued Next Page ** 4 Di'''.1,e w ii doc: Devperm D02 -227 Printed: 08-07-2002 • n,.,j „, 7 • o so.A. IN 841 ; , C ity of i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Permit Center Authorized Signature: � id c= , -, ,. ‘e' '' C'•' -Z Date: z" 2 ►— w re - - • 0,14N.1. ov 44 iiiii ll 4 �, Cit of 1 ukvvlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z ! PERMIT CONDITIONS . _ I cc L Parcel No.: 2623049128 Permit Number: D02-227 6 v w ti CITY OF TUK'ILA Permit Center Project Numner: ' ' At g 6300 Southcenter Blvd., Suite 100 x• t os 0 Tukwila, WA 98188 Permit Num (206) 431 -3670 2 -2.Z7 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Value of Construction: Everett Plaza Shopping Center dba Parkway Square 20,006 Site Address (include suite number) City State /Zip: Tax Parcel Number: . 16832 South Center Pkwy Tukwila WA MAR 2,623(14 9129 - Property Owner: Phone: Rosen Properties 425 - 454 - 6611 Street Address: City State /Zip: Fax #: PO Box 5003 Bellevue WA 93009 425 - 454 - 6705 Contractor: Phone: w G Clark Construction 206 - 624 - 5244 Street Address: City State /Zip: Fax It: 408 Aurora Ave 14 Seattle WA 98109 206 682 - 7126 Architect: Phone: None Street Address: City State /Zip: Fax #: Engineer: Phone: 1<PFT' Consulting F.ngineerc 206 - 62 7 - 5 8 77 Street Address: City State/Zip: Fax #: z 1601 Fifth Ave Suite 1600 Seattle \'A 98101 206 - 622 - 8130 H Z Contact Person: Phone: Andrew W'/. Ewing - KPFF Consulting Engineers 206 - 622 - 5822 e n Street Address: City State /Zip: Fax #: J U 1601 Fifth Ave Suite 1600 Seattle 1' /A 98101 206 - 622 - 8130 U 0 cno Description of work to be done (please be specific): J w P6 A r $ �� u_ WO n Existing Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital g use: Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office u.. Q ❑ School /College/University ❑ Other H W Pr use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Z H ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office z O ❑ School /College/University ❑ Other W Building Square Feet: 7500 existing No. of Stories: 1 Area of construction (sq ft): X500 U O Will there be a change of use? ❑ yes © no If yes, extent of change: (Attach additional sheet if necessary) 01- W W U Will there be rack storage? ❑ yes Q no F- I.._. L - I - 7 O Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) uj Z U (1) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no ~O H Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone El Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: r C1 Miscellaneous s r ' —, 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. . amtlu' Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The A 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. ! ' 1 Date application accepted: Date application expires: Applicati : (initials) R O �,1-OA o` —,e3 WINt unik PLEASE SIGN BACK OF APPLICATION FORM row... mom opernur.doc f i' um All .•....,. ..... _...._...__... -...... ._ _ k . 1 t - - - r , - - (, APPLICAT S MUST BE SUBMITTED WITH TH LLOWING: > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 73 Complete Legal Description ® ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ® Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions • 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z identify by size and species which are to be removed and saved H Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W only) Q 11. Location and gross floor area of existing structure with dimensions and setback u U _ 1 12. Lowest finished floor elevation (if in flood control zone) 0 O 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). u) LLJ J 2 ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled I__ u) u- ❑ II W Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of Li 0 any hazardous materials; dimensions of proposed tenant space. ❑ tX>f Vicinity Map showing location of site c Cr n _ I� ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z H layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of ~ 0 rack. Structural calculations are required for rack storage eight feet and over. w P- uj ❑ ® Indicate proposed construction of tenant space or addition and walls being demolished U D ❑ 1371 Construction details Q I,.. w LJ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H U supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed u- p n sprinkler system design criteria as identified by the Fire Department. w Z ❑ Washington State Non- Residential Energy Code Data shall be noted on the construction drawings. o MI in SEPA Checklist - if intensification of use (check with Planning Department for thresholds). z 74 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other ., land use or SEPA decisions. ® ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ © Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Buildin g g pp registered architect/engineer, by Owner /Authorized Agent If the a licant is other than the owner re istered architect/en ineer or contractor l icensed b the State i ' n ' - ' �"'°' � 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 eraw 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. BUILDING OWNER OR AUTHORIZED AGENT: / ` �' Signature: / / Q r Date: C��� /G R ' '�►� ,/!a, l> /// jj/ Print name: i i Phqr Fax It. � A. not rt�,v k/. Ewi0,9 otl/I9- G , - SEr. a06 G022-- 873 Address 6-14, Ave J 5.0 ;,t / 6 0 6 City /State /Zi _ /( 7,_ 9e./ ' f ' _ j 11/30/00 law apennir.dr�c _ ' . .._.... ,..... .... .,....., w +.,..... .......n..w...w , . o....•. o •,«.rrr+.«t +vw•r:rtnnxK.r•.ec• ,..,., .. i...,. .r. „... wr*httra «irxsWwrcx st+vsT9tfM� ..,, .."'.9 Yfsh'� 'liNk!tx7t�5WWxgf.S l! ! { i I - i - Cr -- "r1 w"'4. w �.-,, { C of �l kl 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , . RECEIPT , 1 Z e4 us Parcel No.: 2623049128 Permit Number: D02 -227 -J U . Address: 16700 SOUTHCENTER PY TUKW Status: PENDING N CI i Suite No: Applied Date: 08/02/2002 Applicant: PARKWAY SQUARE " Issue Date: -J H 0 W WO ■ Receipt No.: R020001102 Payment Amount: 326.66 2 u.Q Initials: SKS Payment Date: 08/02/2002 03:15 PM N d User ID: 1165 Balance: $0.00 f=-- _ Z F- 1- O Payee: KPFF WA OPERATING ACCOUNT Z I— ILI 2 n Dp• TRANSACTION LIST: p E- Type Method Description W Amount I- O, Payment Check 8719 326.66 Z o N: H H '. O ACCOUNT ITEM LIST: Z Description Account Code ' I Current Pmts BUILDING - NONRES 000/322.100 104.25 PLAN CHECK - NONRES 000/345.830 217.91 • j STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 326.66 ,4 S ri. r, i �t t 1, � tf ` ,5 , y .l. r % .'iyi.� )8, )8, ,f? i s- ii'►'r,l :,;���; ,. 7� �� . L!rF }'4h 54 �'f'�i 1 doc• Receipt Printed: 08 -02 -2002 a ..j 4F � z ,. 3g ' .. . 1',t: .,... .r ... ....... ...t .. , ..1. !' .A'•u " "..wa:. >iSS WtlTaWaMMae ... r. s. nww .nv.:.t.u.��iA'Y. +'+- raa..nr.. .. rN.da.w+..aw . 7 ' , - ! 1 fir f . N, 5 ` ! 10 1 ' i:' $ City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' • RECEIPT , 1 Z CC 2 I Parcel No.: 2623049128 Permit Number: D02 -227 U O. • Address: 16700 SOUTHCENTER PY TUKW Status: PENDING u) O Suite No: Applied Date: 08/02/2002 W = Applicant: PARKWAY SQUARE Issue Date: J I.- U) WO ' 1 Receipt No.: R020001101 Payment Amount: 231.00 g 5 u. Q i Initials: SKS Payment Date: 08/02/2002 03:15 PM = CC User ID: 1165 Balance: $326.66 I— _ Z I- I- O Payee: CAPITAL AND OCUNTIES U.S.A., INC. w W 2 : U TRANSACTION LIST: 0 '- Type Method Description Ill W • Amount I U` I-- - :. Payment Check 0766 231.00 111 Z 1- I . o- Z i ACCOUNT ITEM LIST: . Description Account Code Current Pmts BUILDING - NONRES 000/322.100 231.00 ' I , Total: 231.00 i 1 I , ,'770,f2;' 'a L t• 3 vT , ., k I rr�aa',, � , 11" :::: : 41 doc: Receipt Printed: 08 -02 -2002 � i - - — . 1 1 I - .••• 7.�r ■ • Z I.-•K W o UO ' - . r --) . INSPECTION RECO 0,,2- z n l N ° IIJ Retain a copy with permit INSPECTION NO PERMIT NO. / CO U. : CITY OF TUKWILA BUILDING DIVISION -,441 w ° _,,`, :: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g , : : :.::'• Project : Type of Inspection:.,..., , IL Q T:,' Q,r -W() V `-�-_ V A r e, lc 1 Y.G1 1 N d Address: 1 Date Called: _ )(o 32 SC I0 ►h - 0 2 Zi Special Instructions: Date Wanted: I 6 - Ito - od p i z W lL Requester:b -�- n " Phone No: p N ■ ° I - W W Approved' per applicable codes. J Corrections required prior to approval. � '• f„'_" COMMENTS: Z tii co -P r f t ,« ti •-•e % y./At \ -{) r- z r rw\ h e 4 1 D 1( fhleLt 1 Fl vy„\ :Tt(W \t4 Co vA fl\ \v‘,,, 1 i� •I �! A i f ly, {{ ' ;5 �r �� --- ai r : Inspector: `' Date: 10-1(0- 02 � r � � m � � 0 $47.00 REI FEE REQUIRED. Prior to inspection, fee must be 4 � ' paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Y .,w.. `'" Receipt No.: Date: ' I }, I : Y . i' . ii'... < ,,. .. - .. . 4,4,,,'.4. riSS:�:• .04.1, tfl'.4.gair,:'tt! >::lt60.;11/ a:t.l d l $' 4 iqi(.; I+ • 1 -- - - - _ - ■ - I • Z r .. W � — J U . INSP CTIO RECD' 0 —"O 2 4;, ! , Retain a copy with permit e "2 11 w = ,. INSPECTION NO. PERa N/. N CITY OF TUKWILA BUILDING DIVISION : ' u_ Il 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 W O ;,; . • ect: 1, ' Type -of Inspection: g J • G V I�-t�t. /t ua . 1� Y a -Vin kr .,- Addr s• Date CY �= : pecial Instructions: Date /ante (�a.r ' ) Z _ ` o 1i f = o (2 p_ CQeT-Q.- 14A+ { parr. f I� Request r. W F— Lu �o . : , ; Phon o III st:. pproved per applicable codes. 0 Corrections required prior to approval . W • ;. = V I 6' : ' COMMENTS: rL ~O LLI 3'. U \ • „ �� t h(' A v � • Vii, ? ;. Z OA" Go L. 1 af.d C 40 f L v\ ( 1 4 3 S :. kr: 9:_ ' i ., :, • L. ' ' ' ,‘ t l' 0 y,^h tom : • , -'' >4 , , - , tfry `: Inspector : Date: " ,,ik El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be {py 'sn;r 1. 1. ,1 '4,;. , .. ! ' paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. y ;" ' ,':. Receipt No.: Date: 4 . y ., . ,. ... .. . ... . . .: ' ... , . '.... r.uav L.+..' laityd,,,, '•[ecit'i <q. 1a :.rrA7;;;;). i . i • . ,. . Z ■ 1 l' 1-- Z 1.11 rt 2 . 6 D CLA-A1- q ' 7.- ' 0 -; 't 0 $ 7. REINSPECTION FEE R UIRED. Prior to irispection, fee must be aid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • , , 7 ektp::, Re eip o.: Date: .. . , - ..... 1.-,,,,,,,,....,,;„;.,,,„, „,..p...a.ivi,„,,,,o.m4,x47,,,,,,A,,,,A.0,, ..q..0.1,A,b,,,,,„,-no,,,,.,i,,,,,,,mi,-,tit - - - ,,,., \- - - __•___ ' .. 0 ... Z < • • 1 I I- CC al Parkway Square - Voluntary Seismic Upgrade Structural Calculations riLE COPY Prepared for Capital and Counties August 1, 2002 CITY D4 TUKW L APPROVED KPFF Project No. 102226 AUG - . G 2002 S I~I I SU LDING DM* 1 I Scope: Voluntary Seismic Upgrade of Wall to Roof Connections: Work consists of upgrading the out -of -plane anchorage between the CMU walls and wood roof of the Parkway Square Building. The connections have been upgraded to meet FEMA 178 standards. Calculations included: Pages 1 through 10 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622.8130 • RECEIVED CITY OF TUKWILA AUG 0 2 2002 PERMIT CENTER voluntary upgrade of wall to roof connections door connections between the perimeter cmu walls and wood roof diaphragm adding braces from walls to roof framing new braces types of upgrades were indentified out of plane upgrade for cmu walls in plane shear transfer to cmu walls check connections at wall 1 /0 N1`lr Anchoring Systems 4.2.2 HIT HY 150 Injection Adhesive Anchor HIT HY 150 Allowable Loads for Threaded Rods in INTO 1 /2 (12.7) 4 (108.0) .•.: ..... l.,r ` y n J 2 /4 (69.9) 1800 (8.1) 2103 ( 9.5) 845 (3.8) ti. %t ` `}`' . ' - i ' Y 1 3 /4 (44.5) 1700 (7.6) 1445 ( 6.4) 400 (1.8) i' "' 5 /e (15.9) 5 (127.0) f t 1 ' 2 3 /4 (69.9) 2725 (12.1) 2455 (10.9) 960 (4.3) °" ` %''' Allowable Loads for Attachment of Sill Plates to top of grout filled block wall with HIT HY 150 i �, ��.-r . Shear lb (kN) ' ,' r Anchor Olamenter Embedment Depth Edge Distance Tension Load Parallel Load Perpendicular ` . ., ',, in (mm) in (mm) In (mm) lb (kN) to Edge to Edge . ) 1 3/4 (44.5) 1395 (6.2) 1425 (6.3) 560 (2.5) ., L ` .p:: ! 1 /2 (12.7) 4 (108.0) t ;::,. ,,:, :;. 2 (69.9) 1795 (8.0) 2085 ( 9.3) 1110 (4.9) 1 3/4 (44.5) 1840 (8.2) 1800 ( 8.0) 680 (3.0) PI 5/9 (1 5.9) 5 (127.0) 2 3 /4 (69.9) 1965 (8.7) 3070 (13.7) 1110 (4.9) Ca . Loads are based on concrete or masonry failure. Steel strength must be checked separately. '' 1. ' "' "'"'. let .TaahnlcaCQulde2001. ".•Hilti.U.S .1. 800 - 879.- 80011Lwww.us.hilti.com • Hilti.CanadaL 4 .' 8 - .. :.: ...A.. • hilti.com... .. 73 _______ • out of plane bracing non load bearing condition clips into diaphragm strap design shear section a-a roof level cmu wall parapet in plane shear at load condition clip I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -227 DATE: 08 -02 -02 PROJECT NAME: PARKWAY SQUARE — BLDG A z z � SITE ADDRESS: 16832 SOUTHCENTER PARKWAY ,� z X Original Plan Submittal Response to Incomplete Letter # ..., c..) U O Response to Correction Letter # Revision # After Permit Is Issued , w w —J I— N LL w DEPARTMENTS: $ .�rOy ' '.,L 4 �pL f-�. Bui ding Division Fl Fire Prevention Planning r� ivis o LM Division d P I' Work © Z Structural 1',• F- w u 0 ,,,, � `�b�, Per mit Coordinator Z 1.- W O DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-06 -02 2 D U� • I Complete d Incomplete ❑ Not Applicable p 0 - Comments: w w 2 I– H LL- O Permit Center Use Only WZ cn INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: I F Z - Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES/THURS ROU NG: i Please Route Structural Review Required ❑ No further Review Required ❑ 0 , REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-03 -02 Approved ❑ Approved with Conditions ' Not Approved (attach comments) 1:1 Notation: .a;, ` �: #g ' s REVIEWER'S INITIALS: DATE: , i = fr, 2 Permit Center Use Only — � CORRECTION LETTER MAILED: t Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials : +'r „4 r 4 � Documents/routing slip.doc �£Rfzi; 2.28 02 a'?` 1V • , � 4' wr f '�prrrtll �Ymtar o��+ww�w� .urru�_ - - A,Smre�ae�av�m,,.rrMN.r ..........., . ..,.......,...... .. . ..... .. ................._.. _....„ ........,.,,., ., .r,aan:. ye p :...t ^a. :...vrmra...,:,+.•� '�5.1wce,.+�....,rc. 1 . . - PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -227 DATE: 08 -02 -02 PROJECT NAME: PARKWAY SQUARE - BLDG A Z SITE ADDRESS: 16832 SOUTHCENTER PARKWAY X Original Plan Submittal Response to Incomplete Letter # U CD 0 Response to Correction Letter # Revision # After Permit Is Issued w = J W 0 2 DEPARTMENTS: g Q { Building Division X Fire Prevention ❑ Planning Division ❑ d . w Public Works ❑ Structural ❑ Permit Coordinator ❑ z I0 — I— LL/ uj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-06-02 Complete E Incomplete ❑ Not Applicable ❑ 0 - I Com men ts: = w U p Permit Center Use Only s i Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: FU-- Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: Z • TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required . • REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-03-02 Approved ❑ Approved with Conditions tga Not Approved (attach comments) ❑ • Notation: r , ��r REVIEWER'S INITIALS: \ st_ DATE: % Of__ a''4 Permit Center Use Only IN; CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: { �r Documents/routing slip.doc 2 -28-02 110 WAL .(F c •. .....:.v;.... <, ....i���. I.r:.,. ,i %I.':9 .,'..� rt:.a- :y.�•. ..dM irEa,r..l:.tk •. a. ... ......,w<,.....,.m, <.. , ..... .... ........_...,.,...,,,.,........ ..«,.,..,....+.rw.aJs.K. ...... Wl.!YM^+. rn,:.r...... o.. r 4 OK to Occupy 10003 Electrical permits obtained through L & I S Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up . f' 10005 All permits, insp records & approved plans available • < I = structural P -Move Inspection ❑ 10006 All sctural concrete shall be special inspected • f Z ❑ 50 WSEC Residential • ❑ 10007 All structural welding shall be done by WABO certified r 2 ❑ 60 WA Ventilation/Indoor AQC 10008 All high-strength J U ❑ 70 NLEA Inspection/Modular Struct ❑ bolting shall be special inspected • ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected u) 0 ❑ 72 Marriage Lines kg 10010 When special inspection is required...notify Tukwila . w = Q 90 Resteel Building Division ❑ 95 Footing Drains 10011 The special inspector shall submit a final signed report v) u ❑ 100 Foundation Footings is 10012 My new ceiling grid and light fixture installation w 0 0 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid 2 ?- � ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment g 5 ❑ 300 Concrete SIabfSlab Insulation . ❑ 10015 Engineered truss drawings & cafes shall be on site LL < O 350 Crawl Span ❑ 10016 Any exposed insulation backing material shall have 52 d 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation = 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire Z I 500 Roof Sheathing Nailing retardant class of roof • 10019 All construction to be done in conformance w/approved l— O 525 Plywood Deck Nailing I/ 10019 Z F- ❑ 550 Exterior Wall Sheathing ply I IL/ al 600 Masotuy Chimney 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project U N • 700 F ram i ng ❑ 10021 All food preparation establishments must have King Co 0 F- 750 Roo0Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of uI 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete = U 801 Wall Insulation . ❑ 10024 All spray applied fireproofing shall be special inspected remain I �, $02 Exterior Roof Insulation ❑ 10025 All wood to main in placed concrete shall be treated tr 0 ❑ S03 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected lil Z ❑ 815 Lighting and Controls gi 10027 Validity of Permit V _CO ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit 1.7 H ❑ 000 Interior Wallboard Fastening Z , ❑ 001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 110 Pre -Move Inspection 0 10031 Comply with requirement of TMC 16.04 ❑ 115 Motor Inspection 10032 Remove all weeds, concrete, stone foundations, flat 0 120 Pre -Demo concrete ° ❑ 140 Pre -reroof ❑ 10034 Removal of septic tanks require approval and 1, O 400 Final -Fire compliance with King Co Health Dept. • ii 700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect 9® Final - Reroof ❑ 10036 Manufacturers installation instructions required on site 31® Site Visit 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit 4001 Special -Bolts in Concrete ? ❑ 10039 Final approval for all TI w /in the limits of the SC Mall 4001 Special- Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress • ' ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special -High- Strength Bolting ` 4006 Special-Structural Masonry ❑ 10042 .Fuel burning appliances { .;F . Reroof V:".i•A' Iiancesi ❑ 4007 Special - Reinf Gypsum Concrete ❑ 10043 A ' PP enerate • , which B �� } �� }. ❑ 4008 Special Insulating Conc Fill ❑ 10044 .Water heater shall be anchored . 4 . ❑ 4009 Special -Spray Fireproofing ❑ 10045 / I ❑ 4010 Special-Piling ial - , Piers, Caissons ❑ ... "Anchoring — All new construct and substantial., g ❑ 4011 Special- Shotcrete improvement shall be anchored to reve t flotation" ' B 4012 Special - Grading, Excav/Fill ` 4013 Special- Retaining Wall 8 Cl G.. ❑ 4014 Special - Panels Plan Reviewer Date: i ) ❑ 4015 Special -Smoke Control System Permit Tech: Date: ?) -- to o-- 0 2) ',4tf 4, ,r . ' .f.adv., -.r':� +i•,.::. •...d.. n ....iv l,iv' ., ..:lC CF.: .:N:.z%Yi err. :..,su ... .. ..r.,,.,,.,,. ,. .. .... ....... w., exs+.,+�. -rx; u4df.R4ke"liif?.t'FiU'1 • I 2 _ :` I -` - PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -227 DATE: 08 -02 -02 PROJECT NAME: PARKWAY SQUARE - BLDG A z 4 SITE ADDRESS: 16832 SOUTHCENTER PARKWAY cc w X Original Plan Submittal Response to Incomplete Letter # —J U 0 Response to Correction Letter # Revision # After Permit Is Issued w co 11J ■ �I N wo r 2 DEPARTMENTS: Building Division p Fire Prevention Planning Division p i a I--w Public Works ❑ Structural Permit Coordinator p . Z I Z o i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-06-02 2 D D • D Complete ❑ Incomplete ❑ Not Applicable ❑ o • L Comments: = wo • ii I— u" O Permit Center Use Only LLi Z g2 I INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: FU-- H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW El Staff Initials: z TUES/THURS ROUTING: Please Route ❑ Structural Review Re ui ed ❑ No further Review Required REVIEWER'S INITIALS: /L DATE: 0 /, /QZ— 1 APPROVALS OR CORRECTIONS: DUE DATE: 09-03-02 i Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: . y� ` V` •4ti REVIEWER'S INITIALS: DATE: ,;' } < <tj M Permit Center Use Only;, i CORRECTION LETTER MAILED: - ,. Departments issued corrections: Bldg Fire Pin PW Staff Initials: t ` T ;�' P g Hat.,,,,, Documents/routing slip.doc ' 2-28.02 { %3 p tok 3 .«:, nn.v,nax+.G•nrcoµna.--xn'." ". d''fh`L.�� 'fl`d.. I f -- . - - ' .fir - 1 • . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -227 DATE: 08 -02 -02 • PROJECT NAME: PARKWAY SQUARE — BLDG A Z SITE ADDRESS: 16832 SOUTHCENTER PARKWAY • 1- W cc 2 X Original Plan Submittal Response to Incomplete Letter # 6 . 0 Response to Correction Letter # Revision # After Permit Is Issued . w = J SQ LJ.. —. WO a i QQ DEPARTMENTS: LL 4 Building Division ❑ Fire Prevention ❑ P lanning Division W d Public Works ❑ Structural ❑ Permit Coordinator Z H I— O Z I— W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-06 -02 2 0 • • Complete 11 Incomplete ❑ Not Applicable ❑ O — O I-- Comments: W W • . 1- - � O :Permit Center Use Only • Ili Z u) INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H D • epartments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES/THURS ROUTING: E 1 Please Route ❑ Structural Review Required ❑ No further Review Required , REVIEWER'S INITIALS: j DATE: 0/ APPROVALS OR CORRECTIONS: DUE DATE: 09-03-02 i Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ I Notation: . : g , ` REVIEWER'S INITIALS: DATE: ,4 {Y1, a + ��4 i 1 un : Perm Center Use O nly ‘ CORRECTION LETTER MAILED: j ��^'"' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ P W ❑ Staff Initials: `i ;4'r, =>;?`. i ' 1 7 ' Zia 0;Nt Yl: is1 „ Al , . • Documents/routing slip.doc 2.28.02 k1v ti ti + M . YBL t`. {�s r . , . j ; , g '. '4 ! Y ';, il�. t via•. rt...ta.ry n.> y.,..n.. ....�a...ah •,.. a.�..,wt#.. +'n'.a,.9:A1D2'Xt6 ✓/'R'�. .tJ. � r . Y•..,' ., .1 ..'. •.�,,. �.:" :': .`';s. .v. •: n:li'.:t. i�'w ...:1t5.ffln �.:11Mi(„�v6L+Mi.Yrlun.,w. ...Jx. .'s tt.. ✓ '.HMiF .re -.i..v w.'... w .. .. .. ........• .. ..... ... ..... ... t PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -227 DATE: 08 -02 -02 • PROJECT NAME: PARKWAY SQUARE — BLDG A SITE ADDRESS: 16832 SOUTHCENTER PARKWAY ' w tr 2 x Original Plan Submittal Response to Incomplete Letter # - v U O Response to Correction Letter # Revision # After Permit Is Issued w U DEPARTMENTS: g J u.¢ Building Division F Prevention co 8 Cy g ❑ ❑ Planning Divisio ❑ = Public Works Structural ❑ Permit Coordinator ❑ Z H W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -06-02 Complete p Incomplete El Not Applicable ❑ p N Comments: w w 0 i IL" 0 Permit Center Use Only Z W INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U 0 '- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES/THURS ROUTING: Please Route p Structural Review Required ❑ No further Review Required `J' \ REVIEWER'S INITIALS: ©I,-Vyy\ DATE: B /o /o 7. APPROVALS OR CORRECTIONS: DUE DATE: 09-03-02 s � Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 4.N•1 Documents/routing slip.doc Cal �i� i i 2.28.02 4egiai . ^r;:.xti . .ix.;a ^Ai:...'Slaav #tr G" tva:yA.:.6r. t; YwW1 '�..5•` . ° '.K,q:{ ..t' G ' • .��4 .......,.. .. .. .. ....... . -. _.....•..�... «.,..» • m •• 1 LICENSE DETAIL INFORMA,)ION Form ,., Page 1 of 1 . STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Compliance ervices on . S o p O. BoxSpecialty 44000 Olympia WA 98504 -4 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: 1 z Q LICENSE DETAIL INFORMATION ' W Current Filter: None QQ D J f I Registration# or License WGCLAC *370N0 co o cnw Name W G CLARK CONSTRUCTION CO Address 408 AURORA AVE N w 0 Address City SEATTLE u_ j State WA H = Zip 981094609 ? � F-- O Phone Number 2066245244 w w Effective Date 7/24/1963 0 o • U Expiration Date 8/1/2003 O p i - Registration Status ACTIVE = w H V Type CONSTRUCTION CONTRACTOR u- 0 Entity CORPORATION v - Specialty Code GENERAL p H Other Specialties UBI Number 578015994 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * ***VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * *Nx' 10 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or..i= return to the L &I Construction Compliance Home Page 1ft i i 't;',,24 +'g,• https: / /wws2.wa.gov /lni/bbip /TF2Form .asp ?License= WGCLAC *370N0 08/07/2002 11'fWRf1?4YM ?MS4'tr#.wMtfn a�.atyH<.pvw.rw.•.nn. n..•. ................... .. ......... .. .. .... .. ... .. ... ..... ........ ......n rv.rw.•w.l . �1 , •• --'- - - - • - . ■ CASCADETES', G LABORATORY, INC. TESTING & INSPECTION I ENGINEERS PREVIOUS 5 0 4 5 3 T 12919 N.E. 126TH PLACE _ REPORT No. No. \ I L KIRKLAND.WASHINGTON 98034 (42S) 823 -9800 10 EVERETT SSS , 9-0817 DATE CERT. NO. REC "N :, 09- 27- oz. O20 3' FIELD REPORT PROJEC • O C T 0 2 2002 I4 '$ 1 aiz LOCATION COMMUNITY /6s 3 Z 504174 czito' Pte'49 r . , TO: DEVELOPMENT - BLDG. PERMIT NO. OWNER rj oz- 227 a WEATHER TEMP. AT AM Z 2, /Dep,ZS AT PM .5 . andrew ewing ready for issuance EX PLYWOOD SHTHG EX PLYWOOD SHTHG (NEW) 2x BLKG BTWN o STRUCTURAL NOTES (2)5/8 "0x4 1/2 EMBED �— EX TJH JOIST PROVIDE PLYWOOD EX TJH JOIST EX TJH JOIST EX PLYWOOD SHTHG O __ _ _ HILT HY -150 EPDXY _ BLKG BTWN TP CHOR -- — D I _ _ CODE REQUIREMENTS Seismic design shall conform to the FEMA 178, "NEHRP - " -- - -- - -- ROOD 9 ANCHORS 0 5" GA -- 1 , EX TJH JOIST _ �� -- N MEMBERS OF R o so Handbook for the Seismic Evaluation of Existing Buddm 9 s. All construction - _ j ` - - - - -_ -- \ ^ _ - _�_�_ � _ - - - - -_ - �� I t 5 y e shall con`orm to the requirements of the Uniform Building Code, 1997 Edition. I \ . � , -_. � '� � � N SEISMIC LOADS I ._._.._ \ I u ._\ \ ►► \,\ c c LL Earthquake design is based on the following: _ Y Y � 2 \� 1 12d NAIL ® ' '. 9 \'• 1 i 1 -, / (3)5/16'0x2 1/2" 8"OC, MAX - (2) 034 CLIPS ®EA ry Building: V =Base Shear = CsW ' I 4 4 EMBED LAG SCREW BAY OF BLKG. PROVIDE m y N Where: Cs = L - I j ° (2) "0 0 307 BOLTS ` 0 1 "GA (4)18x5/8 SCREWS r • 2 Ao = 0.25 •I \ . •''I� `� INTO EX ROOF SHIED .c 3 N R = 3.5 F I' [ L3x2x1/4 (LLV) IL \ L3x2x1/4 (LLV) EA CLIP • S = - W = total seismic dead load 1 �, F , ` i I o m o I 7 1/2" ��_ 3/4'0 0307 BOLT IN \,,,� , I Elements of the structure and nonstructural components:, I �a. 1 y1/ — BRACE ANCHORAGE - - VERT SHORT - SLOTTED F-1-- PER B S -1 Fc = 0.67(AvCcH) i L '. \ HOLE / Where: Av = a i WT6x20x0'-6" " : '' Cc = seis seismic coefficient per FEMA 178, Ta 2.4.6 I I _ - Z .= . - .. B c„ We = weight of portion of structure or component I - - - 1 -- _ _ p v oF wasy .p EX CMU WALL 1 -) s ( i ' 'oy2 INSPECTION Special inspection, per UBC Sections 1701 and 1703, shall be I f ( i VERIFY TOP (2) I I I E)"• performed by on approved testing agency for epoxy anchors Installed in masonry. , $ i _ _ _ _ _ j COURSES A RE SOLID E - - - - - . ►'' SPECIAL CONDITIONS: Contractor shall vent all levels, dimensions, and existing r "-E C . CEILING WHERE OCCURS 1. PROVIDE BRACE ASSEMBLY AT 2EVERY OTHER JOIST AT BLDG GROUTED BOND BMS NOTES: 1 ^ _ y ( EVERY BRACE). tss�a Y 9 a j 1 E N NOTES: o s�css,� y conditions in the field before proceeding. Contractor shall notify the Architect NOTES: PROVIDE BRACE ASSEMBLY AT 8' 0"OC AT ' -8 C 1. SOME BLKG MAY ALREADY EXIST. CONTRACTOR TO CONFIRM EX CONDITION. CEILING WHERE OCCURS s awA ,,,/,,,, of any discrepancies or field changes prior to installation or fabrication. In ( ) ) FILING WHERE OCCURS case of discrepancies between the existing conditions and the drawings, the 2. CONTRACTOR TO CHORD /VERIFY BRACE CONNECTION LOCATIONS W/ 2. CONTRACTOR TO CHORD /VERIFY BRACE CONNECTION LOCATIONS W/ 2. REMOVE INSULATION AS REQ'D TO COMPLETE WORK. REPLACE WHEN COMPLETE. I WIRES 1/20709 I Contractor shall obtain direction from the Architect before proceeding. CONFIGURATION OF DIAGONAL MEMBERS OF EX TJH. CONFIGURATION OF DIAGONAL MEMBERS OF EX TJH. Dimensions noted as plus or minus (t) indicate unverified dimensions and are 3. REMOVE INSULATION AS REQ'D TO COMPLETE WORK. REPLACE WHEN COMPLETE. 3. REMOVE INSULATION AS REQ'D TO COMPLETE WORK. REPLACE WHEN COMPLETE. approximate. Notify Engineer immediately of conflicts or excessive variations from indicated dimensions. Noted dimensions take precedence over scaled SECTION AT JOISTS (BUILDING C) 11/2 " =1' -D" B SECTION AT JOISTS (BUILDING A) 11/2 " =1' -Q" C SECTION BTWN JOISTS (BLDG A & C) i 1 /2 " =t' - D' D dimensions - -DO NOT SCALE DRAWINGS. Contractor shall be responsible for all safety precautions and the methods, (6)034 CLIPS AT EQ SP D1 0 techniques, sequences or procedures required to perform the work. ALT FACE. PROVIDE (4) BLDG 'A' $8x5/8 SCREWS INTO EX 4x6 BLED ® CLIP FAR SIDE STEEL REFERENCE SPECIFICATIONS - o ROOF SHTHG EA CLIP FIRST (2) BAYS '^ Structural Steel - AISC - Specification for Structural Steel for Buildings - 9th Edition EX PLYWOOD SHTHG PROVIDE 034 CLIP 034 CLIP EA STEEL MATERIALS INTO EX PLATE � FACE, TYP _ y Connection material, embedded items - ASTM A 36 , e �- - - - - channels, angles, base plates, J : U i U �_j r T j and mist. steel p (- [ I t l I�,. ' 1- H Wood Connection Bolts - ASTM A 307 -._ - �_� -- -.- Anchor Bolts - ASTM A 307 � / Threaded Rods - ASTM A 36 fabrication and erectors shall . •.. 5/8 " 0x4 1/2° EMBED - 1 STRUCTURAL STEEL: Structural steel design, ILT HY -150 ) PHD2 HOEDOWN, LSTA15 STRAP TOP CHORD. EX o conform to the requirements of Chapter 22 of the Uniform Building Code. 9 EPDXY ANCHOR j II - - FASTEN TO BLKG PROVIDE PLYWOOD BLKG - TJH JOIST I j Substitution of member sizes or steel grade will not be allowed without prior PER MFR BTWN TOP CHORD MEMBERS i approval of the Engineer. EX CMU WALL OF TRUSS o <<<<<< r CEILING WHERE OCCURS DRILLED CONCRETE ANCHORS: Drilled concrete anchors, including expansion H4 CLIP EA FACE bolts, adhesive anchors, and undercut anchors shall be as specified below or as AT BLDG 'A' otherwise shown on the drawings. Use of drilled concrete anchors where not i - -- --- ' - l - specified in the documents shall be subject to approval by the Engineer. I_ j i - j, 1 ADHESIVE ANCHORS: Epoxy or adhesive -type anchors shall be installed per the NOTES: U I♦ I manufacturers recommendation. Special inspection is required for all adhesive anchors. 1. PROVIDE BLKG ASSEMBLY AT 6' -0 "OC. 2. REMOVE INSULATION AS REQ'D TO COMPLETE WORK. REPLACE WHEN COMPLETE. D7 - CONDITION AT BLDG 'A' _ -- . SAWN LUMBER: Sawn lumber shall conform to "Grading and Dressing Rules," West Coast Lumber Inspection Bureau (WCLIB), latest edition. Lumber shall be o 1 the species and rode noted below. Design stresses are based on 1997 NDS. P 9 9 = H 1 - 1 1 1' 0' 2 G _ T- (BLDG A C) SECTION G & I S C O _.. � Use Grade Fb(psi) (single use) w � I Blocking ,, _,._, _,,,, 2 to 4" thick, 2" and wider Douglas Fir -Larch Na. 2 900 \- I _ �Framing accessories and structural fasteners shall be as manufactured by nL Simpson Company (or approved equal), and of the size and type shown on the EN t drawings. All other framing nails shall be common nails and shall be of the ` 1111 fl- size and number indicated on the drawings. z i � °z aaaaa� and s a d l y ' h zFp oval are subject to e o ns . :o al of I I plans cc vic.,tlor. or any adopt caU r erc o ,. .. �_<�, of Ben - - ,-If tra J ctor's copy of apprcved plans acknov,:edged. :` B UILDING A ey p _ Building A: Pored A Date O 7 Permit No. VO Z,l7 b,i o, B at the SE comer of the SE quarter of the NW quarter of Section 26. Township 23 North, Range 4 East, W.M. in King Canty WA. p - CO S!54th St . , .tA. ` % Rd S Thence N 89 degrees 43 minutes and 19 seconds W a distance of 619.81 feet; I ';H'' ,' 1 = ['tF e:iT F- Thence N 00 degrees 57 minutes and 48 seconds W a distance of 378.74 feet to the true point of beginning < R - i t7 FOR: W : .� „ o u Then continuing N 00 degrees 57 minutes and 48 seconds W a distance of 114.02 feet; 3 0 -. • � , „ rh Thence S 89 degrees 45 minutes 58 seconds E o distance of 260 feet; Ly io' = C;UAtUlCAL Z .. .. ».. 7 _ , - -:$ .5,.a Thence 5 00 degrees 14 minutes 02 seconds W a distance of 114 feel, G�F•. Le;TRiCAL Q .J �`� w � ; - Thence N 89 degrees 45 minutes 58 seconds W a distance of 257.62 feel to the true point of beginning. o - n Q CO k _ . - J - . >- ma f Parcel 3 of the City of Tukwila Short Plat Na. 77 -51 recorded under recording No. 770130634 v Q Also known as onion o i � 'IN" W �, � P Y 9 ( GAD P Q Also known as Parcel A of the City of Tukwila Binding Site Plan. Parkway Square recorded under recording No. 7912050783. v (n Z IL.L - k . CM( C= TLP .LA BUILDING Dit ION >- 0 0 j [: n m -. Q J Protect Si �' j O Siraeder Blvd Q V ` - Beginning at the SE co .f the SE quarter of the NW quarter of Secti• 6, Township 23 North, Range 4 East, W.M. in King Canty WA _' . Thence N 89 degrees 43 minutes a • 9 seconds W a distance ••1981 feet; G1 - [I. > Thence N 00 degrees 57 minutes and Dods W a di - e of 218.70; qi, Thence S 89 ms c• of b� Thence N 00 degrees degrees 45 14 minute 02 and second58 ses E . .ce tance of 22.50 321.57 feet; feet; � -`i s � `$ m i Thence S 89 degrees 45 minutes 58 seam. a distan•- • 300.00 feet to the east margin of m SE quarter of the NW quarter, rld` � ��� � � ///(����� Thence 500 degrees 25 minutes 58 ds a distance of 2' feet to the point of beginning _ -r a A Nso known os portion of P. ° 3 of the City of Tukwila Short Plat No. recorded under recording No. 770130634; ,.... rr Also known os Parcel • the City of Tukwila Binding Site Plan, Parkway Squor • arded under recording Na. 7912050783. ... Minkler Blvd .. E MACE T® n _ - ,, B . 5 _ L � ;. O O_ - r� iv I LA E017,; i su- , ' I N a tee A PE`nEW ,„„ _ k�Vy ,,,,,,,DE A N 'ova N A cn iui<t� ,- PROTECT NO_ 102226 VICINITY MAP SITE PLAN au rC,r: ooz ___ FERMI' CEr' rp SCALE AS SHOWN I DATE: JUNE 14, 2002 .,, S HEET NO. f Doe- 227 S -1 building a roof framing plan s-2 parkway square