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HomeMy WebLinkAboutPermit D97-0294 - SHEPARD AMBULANCE - ROOFCity of Tukwila C Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000480 -0010 Address: 13075 GATEWAY DR Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: ACOM DEVPERM 001 North: .0 .South: UNKNOWN Sewer: Slopes: Contractor License No::SGACO * *084BS OCCUPANT SHEPARD'AMBULANCE 13075 GATEWAY DR, TUKWILA, WA 98168 OWNER BEDFORD DEVELOPMENT Phone :" 206 241 -1103 12720 GATEWAY DR STE 107, SEATTLE, WA 98168 STEVE NAVARRO. Phone: 2221 FIFTH AVENUE, SEATTLE, WA 98121 CONTRACTOR :';,SGA CORPORATION Phone;. 641.4 204TH STREET S.W. #.200, LYNNWOOD, WA 98036 r************ ** * * * * * * * * * * * * * * * * * * *k * * ** Permit Description: CONSTRUCT STEEL ROOF STRUCTURE TO,EXTERIOR OF, BUILDING: ******************************• k************************* * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 28,.683.92 PUBLIC WORKS PERMITS: *(Water Meter Permits Curb Cut /Access /Sidewalk /C.SS: N Fire Loop Hydrant N No Size(in): .00 Flood Control Zone: N Hauling: N Start Time; End Time. Land Altering: N Cut; Fill: Landscape Irrigation: N Moving. Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm. Drainage: N Street Use: N Water Main Extension: N Private: N . Public: N r***************************************************** * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 640.99. rk ******** or * * * * * * * * * * * * * * * * * * * * ** ** * * * ** *********** x* * * * * * * * * * * * * * * * * * *•k * * * * * * * *k ** Permit Center Authorized Signature:` DEVELOPMENT PERMIT I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Print Name:_ � t !� (-- LA Occupancy: UBC: Fire Protection: East: .0 West: 4U Listed Permit No: Status: Issued: Expires: (206) 431-3670 D97 -0294 ISSUED 03/30/1998 09/26/1998 SERVICE STATION 1994 SPRINKLERS .0 206 441 -1449 206 7-78-2191 Separate) Eng. Appr: Date: N Date: 3 1178 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last Inspection. Status ISSUED App 1:i ed 09/05/1997 Issued :. 03/30/1994 k***• kkk' k****.'• k*** k* k• krk k* k k * * * *.k ** **.k *k'k ** dress S u'.,i te Tenan Type D,EVPERM arse 1. #: 0' l *4, k * lc* * k k* k *`k** * ** k * - *k kk ermit'Conditions 1 , No. changes ..wi1 1 be made to the Plans un1 es . approved by t,t Architect or ; Engineer and the Tukw -la Bui'1ding Division E1ectrica1 pe;rrniG� sllai l be o i dined ,trl r a:uytr the :Washington;. 'S.tate :D ion, of Labor "an'd "Industr ie� arrd��ai 1 e:lectri WC r k w:i 11 be inspected by that agency (24.x- 63 X1;1 permits,�t$iar,spe,ction recc�`tcs, } and'appri�v,eci; plan °s s hall val tab 6 at�,l o b sf :>ie 'pr�err to the . t an .. con- • truct'ion r rl =he ents a r s e,, to be mai ntoiped a rtd vai � .. .F• able int l .f iria 1 � specttorl appr-ova�. is, gr anted .. 4 , 1 coris,trurz, on. t {a: be done , wriA conformance et w 1 th Os. o ved x ,. l.ans r r ' rr � d requir enretjts .o f the Uniform Bu "i o d e Co e <t -k19 4 'd:z t i on) ai ame 2 1 i?.r Meth r ,i ca 1 Cade and �a:shi.rigton` :,,tote ,En i=43 \e L Code ,(1' :Edit icirii Wher , ,spe c 1. in spection i s required e 1 t:her the • own er:, {: ari.t"eet or eng n ee rtt ha Ait5 tify the TuE wi l:a Bu'i,,ician� �a ppo intment,'at the 'inspecti age T1Cl Apr i1 h 11 st hui id'ing `in5pecti Copies af' al 1: 666 fa 7rls�pection .re'por is .shalil be subm;itted+ to "the ` Bu . 1.11 ding Di :vision in a ti`intely mariner ; F cantairi actiire� pry :ect name, pert» It number =�and:: of .i•nspectiion" being pe' ',ForrneCl. ,. t Tlle, 'She lit _subtmit'a t trral signed ;r,e port* �. sia' ti�ng- whet k requ.i'r`i 's . 1 nspectl n.tYw to Lthe feet'ofY the inspec F now,i'edge, in'?•�oritot` mar ce' ' wittiys p proved {i;•Tans and specif lcti au. rain( „the applic bl;e work erish,i pr�ov,i s i ons : of the X ,} Va l i d�i4t�y of Perm( t The issuance of a mi t'. or' appr,ova 1 plans�`tispecifi cetions a nd co h&I1'no be con, ,; strued'kt be a permi�t. for, orari approyva7 of; an�rwig1 ti4 cis any ' ofy�,the p;nov;•i s i an j of the bu i 1 d � rtg rage o r•��``ot {wr,,• arly� . • other or iln #f the jurisdiction. r 341p' p give author,it~y. to: violate or cancel the pro,vis`ions;Chis ba, .va 1 i d . Project Name/Tenant /' � �� Value of Construction: Site Address: City State /Zip: 544177.6 Tax Parcel Nu ber: la Property Owner: eA57 Veft L LL C/ rwr f/ ('37/ Phone: 720 — / /JO Street Adde z ss: / �� ,,v Ave City State p: S F>�rn tG rift /Zi / Fax #: - 9 7th 0 3r Contractor: 5.-a74. Phone: '77,8 - Z/9/ Street Address: 0 y/y' eo t/ S► 50 City State /Zip: Z. Ke.teove0d 760.sG Fax #: 77$ - Z1 Architect: / Sr l'ia/ r,cl F /4 ft, d.. , Phone: li g(1 (L(c' Street Address: 2'2,24 .S` y F..kr City State /Zip: ...5 4,r-rz N' yhr/ r / Fax #: W • ' ( Engineer: e --) ..) / E/1_ 0),V tt.ec. mfr., , c Z esc Phone: ycro - VO Street Address: � City State /Zip: x'$13 trrkc •(2 `ta ( ` 4v ,(.r�ieer/uF 71 XS Fax #: `($ - VD 762 Contact Person: l Phone: Street Address: l 2. 2' Z ( S ,4-d ' Cit State /Zip: .-- �er4'a'1 `" '/ L/ Fax #: e(f( L /76 / Description of work to be done: /GO/ r7 cht/ 0 S OF 57 rewte rV = xrert.rcO• L of c nta , Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel A Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel , Office • ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes a no If yes, extent of change: Existing fire protection features: ZI sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: _5 1 .( O existing new , Area of Construction: / 33 (p Will there be storage of flammable /combustible hazardous material in the budding? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes I. no quantities & Material Safety Data Sheets Date application accepted: Q- 6 an Date application expires: .9-5 -ciS Application tak • initials) CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s) ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Est. quantity: 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. PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 BUILDING OWNS OR AUT 1YED AGENT: Signature: 6.46,,,,teiv---- . Date: e _ 5-_ 9 7 Print name: s" ' /7,41,44/1.4 Phone: ,(i/7 . /v Fax #: crc,//, (.7j6/ Address: 44A7b4/4,,t/ ,S jr, / /ticroC", Z? -I/ S r`` 14L` City /State /Zip: Le J,4 9,6/ TI- FAMILY PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOLLOWING: *. 0 9/05/97 :•• Permt Na D7-02'44 Type DEVPL.RM LopitIENTH PERMIT Site ddres 13075 GA1LWAV DR Total Fee 640. This 1.0 ,ALL • It'• • Total .• 14,4,4***.**. Account CQde • 0 • • Amount • ecription ‘: Am 250 74 ..:::,,,,4v44;41 44 .. * 4;',..4*:*.1.: " •-•-: • PLAN CHCI( -. NONRES 250 74 • ''• • ; 3708 09/013 1717 TOTAL 388.70 • • . • • • • • ,: • „ • . . • :AITA:*;;ir:ilt,**:*".1t—krlicicA'zieic4, :1/44e*-Ade4s4c,A—k k..,k4 st::k1(. CITY.A3FTOKitlILA--1 • , . - RAN s mr t., lkANBNIT::\'Hitrqbfk,i":; R9.70()735 Amoiwt 3 25 03%36 4-.)• -', 1■4':, a 1; 131 H St3I-1 Prrnit NQ O97-Q24 rype DEVPERI4 DEyb.L:OPME PERMIr 1 Na 000 Site Addre4s: 13075 GArENAY DR - '• Total LL Pinter; - 640.99 UaInce 00 **41**.A*** oxii44.4,4-A*.*Ao*, AOcouilt, Code . • • D�scrptior Amount 000/322.100 • 'BUIL DING ‘" NONRES... • 385.75 • 000/386.904 STATE BUILDING SURCHARGE 4.50 • , • , • • ,. • • , • • • Fireproofing Aggregates Shotcrete Concrete Masonry , April 3, 1997 Asphalt Roofing 'Piling File: 97-296 Steel Soils Wood City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 CONSTRUCTION INSPECTION AND MATERIAL TESTING ". NATIONALLY ACCREDRED,LABORATONY • • Project: Sheppard Ambulance-Canopy Address: 13075 Gateway Drive Permit No.: D97-0294 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports are attached. 1. Reinforced concrete 2. Structural steel erection All work inspected conformed to Tukwila Building Department approved plans; specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President cc: Teutsch Partners SGA Corporation-Mike Davis, Jim Sylvester Tel: 881-5812 Fax 881-5441 • P. 0. Box 2523, Redmond, WA 98073 RECEIVED APR 0 6 1998 COMMUNITY DEVELOPMENT `INSPECTION RECOR^ Retain a copy with pe ..t '69 INSPECTIO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98 88 (206) 431 -3670 Type of in - : a on : . ll Approved per applicable codes. Corrections required prior to approval. PERMIT NO. Proje �Y7r 4/ j18 1 /lYT • Address Special instructions: a.m. P.m. COMMENTS: Inspector: 4/al • Date: 6 2 / pi $42.00 NSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: f t ^ Projec a airy( ..'a a 'I� 1fd1KJ 1 Type of inspectio • ' • a Addr s ' I - (:)1 6440 Cal Date called: Special' instructions:. G-2 o 0y / Date wanted: , (, - -- (ti -- a.m p.m. Requester: r t" --. + U Pone o._ „lel s'6O 1 , 1 a INSPECTION RECOFpr, Retain a copy with pe �` INSPECT! . N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Seuthcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: 1 I Receipt No.: PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: �t / /r1 H I C" 1 i $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. Date: �n.r.i +Wt'N'(�y ♦♦.+.IN,%I' }}.yy�ycl�l:wl.. �,+._.�.l ' Sprinklers: / Fire Alarm: - - T Hood & Duct: / Halon: / Monitor: Pre -Fire: Permits:, Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Needs shift inspection .TURWILA.FIRE DEPARTMENT FINAL APPROVAL FORM / le %) A /Z t • f rii /1.. n/C a (7/7-7-14-4--d/1-14 /' 1 Retain current inspection schedule ' 41t/(} Approved without correction notice Approved with correction notice issued Permit N Project Name T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief . 1)77 - cry -f5 Suite # 44 02 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 C: Cco Cop, PLAN REVIEW / ROUTING SL'P ACTIVITY NUMBER D97 -0294 PROJECT NAME SHEPARD AMBULANCE `{fief i i cm DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE E COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE DATE 10/20/97 FIRE PREVENTION PLANNING DIVISION 0 STRUCTURAL PERMIT COORDINATOR t DUE DATE 10/21/97 NOT APPLICABLE DUE DATE 11/4/97 APPROVED l l APPROVED W/ CONDITIONS n. NOT APPROVED (attach comments) 0 DUE DATE APPROVED El APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q (Certification of occupancy inquired. ) ACTIVITY NUMBER D97 -0294 PROJECT NAME SHEPARD AMBULANCE t e-1/ i5I 6Yl DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 DETERMJNATIO OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED 2 ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F DATE DATE 10/20/97 FIRE PREVENTION PLANNING DIVISION STRUCTURAL 'El PERMIT COORDINATOR Q DUEDATE 10/21/97 NOT APPLICABLE DUE DATE 11/4/97 • APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) DATE 1 O�Z�/ Ct ' APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q DATE 1 O / DUE DATE (Certification of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0294 PROJECT NAME SHEPARD AMBULANCE DEPARTMENT: BUILDING DMSION -- PUBLIC WORKS 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El NOT COMPLETE COMMENTS DATE 10/20/97 FIRE PREVENTION PLANNING DIVISION EJ STRUCTURAL .❑ PERMIT COORDINATOR 0 DUE DATE 10/21/97 NOT APPLICABLE El TUES /TTiURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED KI ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 4/ / / APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS fl. NOT APPROVED (attach comments) Q REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL DATE C:ROUTE -F DATE /v )-y ) DATE DUE DATE 11/4/97 • DUE DATE APPROVED ri APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 (Certification of occupancy required. - • COMPLETE n_ COMMENTS • REVIEWERS INITLAL APPROVED D REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0294 PROJECT NAME DEPARTMENT: BUILDING DMSION PUBLIC WORKS SHEPARD AMBULANCE ge J I s (6 1 DETERMINATION OF COMPLETENESS: (T,Th) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: FIRE PREVENTION E PLANNING DIVISION . STRUCTURAL •E1 PERMIT COORDINATOR p NOT COMPLETE E] NOT APPLICABLE p TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) DATE > Viz-IA - 7 c 1 APPROVED 1 APPROVED WI CONDITIONS NOT NOT APPROVED (attach comments) 0 DATE APPROVED WI CONDITIONS p NOT APPROVED (attach comments) 0 DATE DATE 10/20/97 DUE DATE 10/21/97 DUE DATE 11/4/97 DUE DATE (Certificadoa of occupancy required. ) • COMPLETE El COMMENTS • ROUTED BY STAFF REVIEWERS REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0294 PROJECT NAME sm PARD AMBULANCE tie v i ` :IOn DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 1 4 DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRE APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED ° APPROVED W/ CONDITIONS FIRE PREVENTION PLANNING DIVISION STRUCTURAL ❑ PERMIT COORDINATOR 0 NOT COMPLETE E NOT APPLICABLE D ff, make copy to master file & enter Sierra.) DATE 4/ DATE REVIEWERS INITIAL DATE DATE 10/20/97 DUE DATE 10/21/97 DUE DATE 11/4/97 DUE DATE NOT APPROVED (attach comments) 0 APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) Q (Certification of occupancy required. • 1 D PART'ME ILDING DIVISION P ag , OA 94 -9'7 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Ej NOT COMPLETE El COMMENTS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED 0 C:ROUTE -F DATE PLAN REVIEW / ROUTING SLIP DATE /' ACTIVITY NUMBER T1 - o Z t'( PROJECT NAME 1140 A *b41/1`t (WAU Af P.Cf) P VENTION PLANNING DIVISION a Orr C' STRU RAL � ❑ P RMIT COORDINATOR 1 REVIEWERS INITIAL DATE DUE DATE NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED EJ ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DUE DATE % 3 /9? S/ Q 'Q APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) ur r� /� #/ r joitqz eae C�1 W�'�M REVIE� Ft;i INIT DATE DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) a KOxs�rmtru 4 1 7 $ ACTIVITY NUMBER 1) 4 11" • Q ?. V PROJECT NAME ,QpAnti AM►4AC.* DEPARTMENT: BUILDING DIVISION II PUBLIC WORKS ❑ DETERMINATI N OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED 11 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP FIRE PREVENTION STRUCTURAL ❑ CwAsi. AN*, Poze) DUE DATE NOT APPLICABLE ❑ DATE — -- 9 7 NOT APPROVED (attach comments) DATE 27" /7 DATE DUE DATE DATE Ts/ro- PLANNING DIVISION El PERMIT COORDINATOR ❑ DUE DATE a3/9? (Certification of occupancy required. ) 4 ACTIVITY NUMBER VIM • Q 4 1 1 4 PROJECT NAME Agelhbet)A#46.11, 4/1 CAL DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE U ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP FIRE PREVENTION STRUCTURAL APPROVALS OR CORRECTIONS: (ten days) APPROVED fl APPROVED W/ CONDITIONS DATE DATE DATE DATE *kn &moo Are.' Pecf) PLANNING DIVISION E PERMIT COORDINATOR 0 DUE DATE " NO NOT APPLICABLE 0 NO FURTHER REVIEW REQUIRED El 1 1 DUE DATE % 3/9? NOT APPROVED (attach comments) { I DUE DATE APPROVED ' I I APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) Q (Certification of occupancy required. ) a ACTIVITY NUMBER tY 1 •45 Z VI DATE *AP' PROJECT NAME aj./GpAni At b A4 1CAb (W*4 Pad) DEPARTMENT: BUILDING DIVISION fl FIRE PREVENTION p PLANNING DIVISION II PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR p DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE I / COMPLETE COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED g ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra,) REVIEWERS INITIAL 1 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED p APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) i J REVIEWERS INITIAL i CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP NOT COMPLETE El NOT APPLICABLE NA' 1!) DATE 9 /1/47 DATE DATE DUE DATE % 3/9? DUE DATE (Certification of occupancy required. I ACTIVITY NUMBER VIM • Q PROJECT NAME Q Aw wACA (WASA Mist ODCf) DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION El PLANNING DIVISION PUBLIC WORKS 1111 STRUCTURAL E PERMIT COORDINATOR El DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) 5-,t REVIEWERS INITIAL d/ APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) 0 REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP NOT COMPLETE 0 DATE DATE DATE DUE DATE DUE DATE DATE " fr!% DUE DATE . " NO NOT APPLICABLE (Certification of occupancy required. ) 1 DATE: (e) 0 PROJECT NAME: C. . CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: vl- r Oa q V • PROJECT ADDRESS: 13 0'7 5 GocitwAl 4.2— CONTACT PERSON: E TE)6 IdA 12120 PHONE: • (gq1 CI"1Y TU c /LA OCT 2 0 1997 PERMIT CENTER REVISION SUMMARY: Pdt5100S P&L roa j3f+� c ic-ro Co•w.i(3 r3 ct q -n- t7 / - c 0.044Callgu CeTT 1L rc F(CA-pctia or (0-« --q 7 (mac tfeo PE &vc). 4E (sousi . TYPE fDOE-0 To Slot TA -I °ccu ( Type 'woe° To Sc "r TA- I AA( (wt1,cwt (?( wtc'a..t St or.( To p(2ePE r7 I -( E f(ocJk( oA( St-4EEf TA- Z Z r I•60. fit. S iatarcE1 S(5iwt SHood 31 TA Z * Mct ( ((( ( ricv( K of Ezo(2CsS pc-a_ - M LCC ( L t r3 O6 R ezz EDI cro i NOOGD StiE'E` �A - Z SHEET NUMBER(S) 17 Z � 7 - "Cloud" or highlight all areas of rev and date revisions. SUBMITTED TO: geit(6DICirr) CITY USE ONLY Bldg. Planning Fire qVFI -wed cctiv. 1 / mo o/ci7 wk6 Public Works 3/19/96 October 11, 1997 Mr. Steve Navarro Marvin Stein & Associates 2221 Fifth Avenue Seattle, Washington 98121 Dear Mr. Navarro: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0294 Shepard Ambulance - Wash Area Canopy 13075 Gateway Dr This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division. At this time the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /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 City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Keeed 9,*eorir) Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0294 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 DATE: September 27, 1997 PROJECT NAME: Shepard Ambulance, Wash area roof addition. PLAN CHECK NO.: D97-0294 Plan Reviewer: Contact Bob Benedicto at (206) 431-3670, if you have any questions regarding the following comments: 1. The construction documents included with this application will represent the record documents for the building permit to be issued. Consequently, additional information must be represented on the cover sheet / site plan as follows: • a) Construction classification (per UBC). b) Occupancy classification (per UBC). c) Minimum dimension from proposed structure to South property line. d) Requirement for an automatic fire sprinkler system installed in accordance with UBC Standard 9-1. 2. The proposed roof over the wash rack area represents an additional use to the original "shell building". It also represents a building use inserted in the route of egress from the exit stair enclosure. This is not in keeping with the code intent for exiting. Please review space, plan and submit a proposed plan which eliminates or mitigates this condition. • TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D97 -0294 (512) September 10, 1997 Re: Shepard Ambulance - 13075 Gateway Drive - Wash Area Roof The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) Extend sprinkler protection into the wash area. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - John W. Rants, Mayor Thomas P. Keefe, The Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$.4404 • Fax (206) 5754439 special fire permits may be necessary depending o detailed description of intended use. An overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition_or_Kiolation. Headquarters a n: 444 Andover Paric East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Evv (206) 5734439 Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES • REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Arefi KNOZSMTIORIYAZUPBE vSOT ti OK Igitt 4e, . - CEF r,- Marvin Stelt Inc. p;annhg „_2. ,..,,• E` : 5, ../OE, NO.: B E. •F•5 k.lcvreD NO RE / e OTTr: INO,C4TE=. --_,._ I D4TE , — 2S — & 4.15 ,.... ,-,-( !".• .,LA ,...,, 76,r, , --' _.! ! . SHEPARD AMBULANCE D91- o WASH AREA ROOF T I OF Z. GATEI,IT DR:VE NOTE: EXTEPC _K TO PlATG-IEXI571,6 -NT31,35 L2.137' IN.751 11‘3 8 .r. -- I E sc6Ie v - 4,92• ( FT H I I - - - E,ST,Cy F_NCE TT/ c. E ii I rcoo " I r•EE --ITET 5D-2 FOR ENL4F6E,IENT Of TO. Of AREA OF WORK THIS PERMIT ' COO 36•Q - /. EYI5TIN, STORM 5ELLEF, OL, N64 3I, RI/ER N FILE COI plr nc: authorize the aerp, code or =Mama RoceSt of contractors copy cf opproyed piene adavowledged• e • O0, 3 )c) Permit No. Oig‘t SEPARATE PERMIT REQUIRED Fa, 9 MECHANICAL ErELECTRICAL 9 PLUMBING D GAS PIPING CI, CT TUKWILA BUILD:ITO DIVISION CITY OF TUKWILA APPROVED OCT 2 4 1997 i PLYILDING .47Zrait, OCT 2 0 1997 PERmIT can. SHEPARD AMBULANCE BUILDING SCOPE OF WORK THIS PERMIT: RELATED PERMITS: 2 F , PROJECT , D_A_T E A: = • IVlarvinStei ssoaates,Inc. planrang ,_,..ti dakr 2221 5, F. ue • Sectl V os, gt • (20E -1540 R_°RX,110' A_TE t 0, P'.1 I:. , DRAN, E, C. E`_ PC., E''' VSk- I< < YJ_ ", C <__ C, Cie, C _P,' CC E uSL- 19- e au JO. N.C.: 'alG:-T .-3 C- i =J.E7, E': W.I5 .... = Go- 1 ET-4,_E: AS nJ orLD NC. RE i,S.ONE IK. C. - E_ --, •.., - E QEJK et. Ttwe r - Pea,•1 5u6rtlrriu. 1 -5 -97 ___AL 12EY15!o4 PEJ_CI, x 'J1 ,, !I-a 6-Q;.. 2 1.. IO.f,, G7 SHEPARD AM WASH AREA ROOF TA- OF CD OMIT ANY REFERENCE TO THE 5' -O" CANOPY \ DELETED FROM SCOPE OF WORK - vra5o sect, zap ti! (T) S.= GTio A 2.EA GY'� i 1 �stcy � 'u�rf<•xccws.�a. T r.�GV..� � er �` �a� AN �. igniaQ MINIM 111111111•11111311 ' Me7F.47, Mt: I Y 3 I I_'. I i I PAM', PANEL, -- INTED ® WEST ELEVATION 5C/..LE 1/, • I •Ld„raf. a u TINTED e SOUTH ELEVATION N Tiff 11 -Y I I CITY OF TUKWILA APPROVED <. O CT 2 As No', LO SHEPARD AMBULANCE BUILDING SECTION A -1.0 SCR, SECTION D -1.0 SECTION G -1.0 ozq �M��_ •.. MIN CONDITION BETWEEN BEAMS SECTION B -1.0 SECTION E -1.0 SECTION H -1.0 T PL,w '0 CE - I T �I Z \ -, IN PIN.'. 5 . �. \ P cAF oN is DETAIL f SCSI 3: =1' BEAN'. PEP PLAN 0' -9'h w/ A325N BOLTS CJ'_UV". PEF P✓.N SECTION F -1.0 PLAN A325N BOL, SECTION J -1.0 Bo C 6c.c. 2 -3/43d SIN, INSPECTIONS: A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND TPE ARCHITECT BY THE TESTING AGENCY FOR REVIEW . THE TESTING AGENCY SHALL BEAN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DE ARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM ADDMONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL. ALSO BE PERFORMED. JOB STILE VISITS BY THE ENGINEER DO NOT CONSTITUTE UTE AN OFFICIAL INSPECTION. FOUNDATION - SOIS ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTINGS. AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITER SHALL INSPECT CONCRETE AND RIB. AS FOLLOWS. CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POUR BUT NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR FACII 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. TEST ONE CYLINDER AT 7 DAYS TEST REMAINING CYLINDERS AT 28 DAYS SLUMP, AIR CONTENT AND CYLINDERS PER UBC SECTION 1905.6. SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALI. FIELD WIELDING, HIGH STRENGTH BOLTING, AND EXPANSION BOLT INSTALLATION AS REQUIRED BY UBC SECTION 1701 5. SHOP DRAWINGS: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINE. FOR REVIEW PRIOR- TO FABRICATION. SHOP DRAWINGS CONSISTING OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL NOT BE ACCEPTS) AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS SUCH. U REINFORCING STEEL a)stsuaural oomrac & mans i.e, bcams, walk col. R8N nc. 2) STRUCTURAL STEEL ITEMS 3) PLYWOOD WEE TRUSSES Tiff ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION OF DLMEN'S'ONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR T. STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE STRUCTURAL ENGINEER FORA CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OF TY.E STRUCI ux . DRAWINGS AND FOR LOADS IMPOSED ON THE BASIC STRUCTURE. T. COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPIES: REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND ST," LIED Bl' THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER SHOP DRAWINGS ARE M' AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RFSPO.NSBILITY OF THE GENERAL CONTRACTOR TO MAKE. CERTAIN THAT AIL, CONsT RUCTION IS IN FULL AGREEMENT WITH THE LATEST STRU:CTLEAL DRAWINGS. SPECIAL CONDITIONS: DURING CONSTRUCTION THE CONDUCTOR SHALL PROVIDE ADEQUATE SHORING. BRACING, AND GUYING. ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL 'TRADES .AND VERIFY DIMENSIONS EN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL TIE. CHANGES_ SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR MD WALL FINISHES, ETC GENERAL NOTES CODE. UNIFORM BUILDING CODE, 1994 EDITION LIVE LOADS: CANOPY ROOF. _._ .23 PSF SNOW LOAD WIND._.._ ..............__........._80 MPH ZONE EXPOSURE B' SEISMIC... _..........._._...._.._._IONEB 'k MEZZANINE FLOOR.__._....._ 125 PSF LIGHT STORAGE FOUNDATIONS: FOUNDATION DESIGN PER REPORT 05710-001 -1150 DATED MARCH 31, 1997 BY GEO ENGINEERS, INC. ALL FOUNDATION WORK PER THIS REPORT. ALLOWABLE SOIL BEARING 1500 PSF PER REPORT. ALL EXTERIOR FOOTINGS TO BE A MENiMNM OF 18 INCHES BELOW LOWEST ADJACENT GRADE. SOBS ENGINEER TO INSPECT AND APPROVE FOUNDATION EXCAVATIONS PRIOR TO POURING. ALL FOOTINGS SHAM BEAR ON 3' -0' MINIMUM OF COMPACTED STRUCTURAL FILL. ALL SLABS SHALL BEAR ON 1' -0' MINMUM OF CONTRACTED STRUCTURAL FILL SEE GEOTECHNICAL REPORT FOR STRUCTURAL FILL REQUIREMENTS. CONCRETE: ALL CONCRETE SHALL BE STONE - AGGREGATE CONCRETE HAVING .A (NIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: fc ° PM psi FOR ALL STRUCTURAL CONCRETE CONCRETE IN ALL EXTERIOR SLABS TO AIR ENTRAINED 6% PLUS OR MINUS 1, CONCRETE SUBMITTALS SHAH CONFORM TO SECTION 1905 OF THE IBC. MIXING AND PLACING OF ALL CONCRETE SHALL' BE IN ACCORDANCE WITH THE .0 AND ACI CODE 318 -95. PROPORTION OF AGGREGATE TO CEMENT SHALL. BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A M.AXDNLM SLUMP OF 4 INCHES. WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 344' CHAM'ER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTf♦ERWTSE ON ARCHITECTURAL DRAWINGS. GROUT FOR COLUMN BASES SHALL BE -.MECO' MASTER FLOW 0713 BY MASTER BUILDERS, INC. OR APPROVED EQUAL. EPDXY: EPDXY FOR FASTENING ANCHOR BOLTS AND RF.BAR INTO EXJS7L'NG CONCRETE TO BE HIT FP/150 INJECTION ADHESIVE AS MANUFACTURED BY HILTI. ANCHOR BOLTS AND REBAR TO BE INSTALLED IN DRILLED HOLES PREPARED IN ACCORDANCE WITH MANUFACTURE. SPECIFICATIONS AND IC. REPORT 05193. REINFORCING STEEL: ALL REINFORCEMENT SHALL. CONFORM TO ASTM A615- 82,1). ALL .11:FORCING SHALL BE GRADE 60 (Fy - 6fi, 60 psi; A - 23,000 p-.). LAP CONTINUOUS. REINFORCING BARS IN CONCRETE AS INDICATED BELOW, F -7' MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-7' BEND) WIt BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRA ICE OF DETAILING REINFORCED CONCRETE STRUCTURES. MINIMUM LAP SPLICE LENGTHS BAIZE fc=3000 MJ TO NS 26 06 ll' THE FOLLOWING NINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS): CONCRETE CAST AGAINST 8 PERMANENCY EXPOSED TO B) CONCRETE EXPOSED TO EARTH OR WEA HIER (CAST M FORMS) 06 THROUGH 018 BARS. 05 BARS 8 SMALLER..:. __....... ....__..__.. 1 -1(2' C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WAILS 8.X)IST - 1/11 BAR 8 SMALLER.... 3/4 BEANfS 8 COLUMNS .1 -I MECHANICAL, FIRE PROTECTION AND EL ECTRTCAL SYSTEMS: STRUCTURAL STEED: IT SHALL BE THE GENERAL CONTRACTOR AND:OR SUBCONTRACTOR'S RESPONSIBILITY S S SHAM. CONFORM TO ASIM'A500, GRADE B (Fy = 46. b0 psi). STRUCTURAL TO PROVIDE SCOPE A lt NECESSA5.s ENGINEFJ2PIG UI D EONSTRUCTION D 1 E N. D FOR STEEL SHALL CONFORM TO•ASIAN 5-36 - 36,000 APPLY PRAM - ER COATS PER THEL4 SCOPE OF WORK THISSHAlt INCLfIDE THE DESIGN OF T}E SYSTEM AND AN1' �S. �)' REVIEW AND ffICA OF THE BASIC RAL SYSTEM SHOWN THESE ARCHTTECNRAL SPECDICATIONS. WELDS T.SPECIFBD B 3/ CONTINUOUS REQUIRED R D BY THEIR DOCUM MOD TE AS WELL AS Ml" ADD STRURTLAAL ON SUPPORT CILIFF M )SRI_DERS WELDS FRESH ACCO NE L C SHALL TR D E 1 -92 16' AND 85' WABO REQUIRED BY T SYSTEM. CCERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODEES. MISCELLANEOUS STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. NAIL ALL HOLES WRFC NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS: MACHINE BOLTS TO BE A307, HIGH STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325N; EXPANSION BOLTS INTO CONCRETE SHALL BE HILT! 'K WIK BOLTS -H' (MANUFACTURED AND INSTALLED PER ICBO REPORT 04627 DATED JULY 1996) OR APPROVED EQUAL. ANCHOR BOLTS INTO CONCRETE SHALL BE A307. ...RIM EMBEDMENT FOR ANCHOR BOLTS IN' CONCRETE SHALL BE PER UBC TABLE 19- E, UNLESS INDICATED OTHERWISE. STEEL ROOF DECKING: ROOF DECKING SE'-'_ BF STANDING SEAM ROOF DECK AS SPECIFIED BY THE ARCHITECT AND SHALL BE CA.P.LE OF SPANNING 5' -0" SIMPLE SPIN WITH A 25 PSF SNOW LOAD. THE DECK SHALL BE ATTACHED TO THE SUPPORTING STEEL FRAMING SUFFICIENT TO RESIST A MINIMUM NEIL WIND UPLIFT OF 18 PSF FRAMING LUMBER: BASE VALUES 2 X 4 STUDS.........__ ............. _........._.D.F. STUD GRADE. ....... Fb= 675 psi LUMBER NOT NOTED SHALL BE D.E. 02 OR BETTER ALL GRADES SHALL CONFORM TO WWRA WESTERN LUMBER GRAD). RULES - 1991 EDITION, ALL BOLTS READS AND NUTS BEARING AGAINST WOOD SHALL BE PRINTED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIIUM MOISTURE CONTENT 19% AT INSTALLATION FOR AU- LUMBER. PLYWOOD: FLOOR SHEATHING ._. 13/32 APA RATED STURD -I -FLOOR T 8 G W/EXTERIOR GLUE OR APA APPROVED EQUAL ALL PLYWOOD SHALL CONFORM TO U.S PRODUCT STANDARD P . 1- SI,. NAILING SHALL BE AS INDICATED ON PLAN. TRUSSES: FLOOR TRUSSES ARE TO BE TI'S AS MANUFACTURED BY TRUE JOIST CORPORATION. TB'S SHALL BE MANUFACTURED IN ACCORDANCE 'WITH THE COUNCIL OF AMERICAN BUILDING OFFICIALS EVALUATION REPORT MER-200. ALTERNATE. TRUSSES ACCEPTED PROVIDED AN' HBO REPORT' IS SUBMITTED WITH T. BID. TRUSS. FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AND BLOCKING. BOTH PERMLANENT AND ERECTION. DESIGN CRITERIA SHAH MEET OR EXCEED THE FOLLOWING' FLOOR TRUSSES ....................... ......_.LOADING -. TOP CHORD........,..__. 125 PSF L L. PLUS 9PF L. - BOTTOM CHORD....._. 6 PSF D.L. FLOOR TRUSSES__....... _._.._ ..............:....._DEFLECTION -LIVE LOAD....._..._. 11480 - TOTAL LOAD___._ La, [NOTE: TOP CHORDS TO BE DOUGLAS FIR SPECIES) EVIL L',, SUPELJERS VOTE' THE TRUSS CONFIGURATIONS, INCLUDING. DEPTHS AND MEMBER SIZES, SHOWN ON THE DRAWINGS INDICATE THE DESIRED .TRUSS CONFIGURATION A. ARE TO BE COMPLIED WM1 WHEREVER POSSIBLE IF A TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS. CONFIGLRATION INDICATED, HE IS TO SUBMR WRTR'ENNOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR BID. IF A DIFFERENT SYSTEM - IS PROPOSED THAT 'REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER ARCHTIECT AND ENGINEER TRUSS SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER PA RALLAtt WOOD'MENIBERS: PARALLAM MENDERS ARE TO BE WS .P,:RALL.1 PSL NENIBERS AS NI ANUFACNRED BY TRUE. :101SD'NDACMMILLAN AND F::BRICATED IN ACCORDANCE WITH THE NATIONAL EVALUATION. SERVICE INC: REPORTONER -292.' THE PARALLANI M- `.BIERS SUPPLIED SHALL. PROVIDE STRESSES THAT MEET OR EXCEED THE FOLLOWING BENDING Fb.. =2900 psi HORIZONTAL SHEAR Fv =.290 psi COMPRESSION PERPENDICULAR TO GRAM PARALLEL TO WIDE FACE OF STRANDS Fc = 650 psi COMPRESSION PARALLEL TO GRAIN, Fc = 2900 psi MODULUSOF ELASTICITY. E = 2001 ks,, I .- ENFC�A N -`ES: GOIJTII.IUED ASCVE.LEFT SHEPARD AMBULANCE BUILDING SCOPE OF WORK THIS PERMIT: (C "LOTION OF it5i25 ROOF STRUCTURE CC T:E WEST SIDE OF THE SOUTH WING OF r/ THE BUILDING �G?.tio?Y TUR TTC'� MFIZ SIJ CUE `('E1 SDTW R]TE PERMIT ©k RELATED PERMITS: D_-- .VLSI: NEW BUILDNO PERMIT D97 —D187 TENANT IMPROVEMENT BLDG PERMIT FOR SHEPARD AMBULANCE e --- ::: Y � SHUTLER glfat Wink INEffilli CONSULTING 5ENY VMS 11011111 ENGINEERS Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Aaehi (OZ 98005 (425)450 -4075 FAX: (425)450 -4078 222 TIP .nvenHe • Seattle, Washington • (206) 441 - 1449 ENGINEER CHECKED BY: JS DATE: x- 15 -11 REVISIONS: NO. I REVISIONS INDICATED THUS / ? DATE: I ''., --e -0' —0, - PEKMIT SJhr+. T'� 1'1 - rr97 TENANT: MacvinStefn sodates,Inc. JOB O.: 97 -16.01 SCALE: NOTED T SECTION L 1.0 SECTION M -1.0 SCALE "_1' -0.... CITY OF TCIIOIIA REPROVED ..., `_:lilt...., SHEET TITLE SHEPARD AMBULANCE S - 1.0 I OF 2 Or L 02.'34 J >'M °SON �oLOnn N � l PARTIAL FOUNDATION PLAN SCALE: 1/,8" = 1 Ny' == Toa FIN.SHE, F' F ' LAE. AT LE,TION ..50' IS Pc. - DATUM I 0 REP...: EXI .':M1 "_:.'C_N. Or,c.... t: DIM.N:: r'. NS IN THE ,E STAP' Di CONET,C1,0% WASH AREA ROOF FLOOR FRAMING PLAN SCALE: 1/8" = 1' -0" NOT', rI FLOOR E_E:'ATION PEP ARCH - .."LRAM ORA, NAB PLYWOOD j:. T §';. INDEX`�-e.j w /ae COMM IN ( ; ''. M -M1I ':Jf! LENCTHiATE P< A_L suPPOarD _DSS; r: +'� � FI €� D 3, NAN ND, CLUE ALL PL1'N300 TO FRAMING: COY OF.'.TORIIILA'. APPROVED OCT 2 1997 RECEIVED ' c lnc�ruicwly 00 2 0 1997'. pERMR CENTER SHEPARD ' SHEET TITLE: WASH AREA ROOF FOUNDATION PLAN WASH AREA ROOF CANOPY FRAMING PLAN S -2.O I 2 OF 2 1x• :16( 2., PARALAM CO, OVEP G PNO 5' _ O tAE P E ER OF NO�Ke O\,1 \t FROG. �D£ SHEPARD AMBULANCE BUILDING SCOPE OF WORK THIS PERMIT: ` - - EL ,L,N CA�oP( oA TTED, MEZZAJ WE. PEK Ser'ARAC� PERM T) RELATED PERMITS: () ®® SHUTLEE -- - " - 5g_ 1151 M CONSULTING VOW WO ® ENGINEERS Inc. Bellevu 6ashinto g n 98005 (1251150 - FRX: (425)450 -4076 :C 1199; � enne. "i�no p aua. a+n �n "r.tane Icnm Shuuer ' e Eue�o e Iar. 22, stn , - ve Pea.tie. wash _ n (ppE) - , 449 EJ LDN PERMIT . =NT IVPROVEVENT FOR SHEPARD AVEJ-AN:E MarvinSteinAsociates,Inc.