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HomeMy WebLinkAboutPermit D2000-355 - HIGHLINE PHYSICAL THERAPY CLINIC - REMODELHIGHLINE PHYSICAL THERAPY 73050 MILITARY ROAD SOUTH D2000 -355 Parcel No: 162304 -9175 Address: 13050 MILITARY RD S St: 01 Suite No: Location: Category: AOFF Type: DEVPERM Zoning: 0 Const Type: Gas /Elec.: Units: 001 Setbacks:_ North: Water: 125 Wetlands: City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Contractor License N OCCUPANT OWNER CONTACT CONTRACTOR DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Description: INTERIOR ALTERATIONS TO AN EXISTING 1 -STORY MEDICAL CLINIC. Permit Center Authorized Signature:_ Print Name: 14 Ely) Permit No: D2000 -355 Status: ISSUED Issued: 01/26/2001 Expires: 07/25/2001 Occupancy: OFFICE UBC: 1997 Fire Protection: NONE .0 South: .0 East: .0 West: .0 Sewer: RAINIER VI Slopes: N Streams: FERRIGCO37N1 (206) 431 -3670 HIGHLINE PHYSICAL THERAPY CLINIC Phone: 13050 MILITARY RD S, TUKWILA, WA 98168 RIVERTON CLINIC Phone: (206)000 -0000 13050 MILITARY RD SO, STANLEY E HARRIS MD, SEATTLE WA 98166 TIMOTHY MYHR Phone: 206 - 634 -0177 118 N 35 ST #200, SEATTLE, WA 98103 FERRIS /TURNEY GEN CONTRS INC Phone: 206 - 632 -2797 PO BOX 31109, SEATTLE, WA 98103 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** :***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation:. $ 75,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side, Sewer:. N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N L****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *' TOTAL DEVELOPMENT PERMIT., FEES:._ $ 1,355.44 *****************************************q?*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Size(in): .00 End Time: Fill: Date: _ j- --- Z& - c , / I hereby certify that I have read and examined this permit and know the same to be true and correct. 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 permi Signature: Date: I+ 1: 2' u l Czr5 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. � J o 00 ' co 0 w , J u_ w0 2 ° w z �' F- z t- uj 3 0 CO 0- 0 I- _ 1 ,5 -- 0 : . . z, 0— 0 H O z Address: 13050 MILITARY RD S St: 01 Suite: Tenant: Type: DEVPERM Parcel # : 162304-9175 CITY OF TUKWILA Permit No: D2000 -355. Status: ISSUED Applied: 11/09/2000 Issued: 01/26/2001 * ** k** * * * * ** k* A A*-A*** *•* * * *** k ** ***•A A A*• * ****** A*******•*** A* ** *** k** * ** Permit Conditions: 1.;No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. When special inspection: is : required .;either the owner, architect or _eng i near :shall notify.,, the Tukwi -1.k.,Bu i 1 d i ng Division of appointment of the inspection agencies prior to the first building ,insp Copies of all sp eci a l inspection, reports` sha1.1, be subs itted to :the Building. Division din .a timely manner ,R.eport,s, shall contain ad dress, .project nam number and type of inspection bei.ng., 'performed: 3. The special inspector shall ',submit :. :a final signed: repor stating.. whether the work requiring special inspection:; was' to the fbes of the inspector s knowledge, in conformance with., : a°ppro:ved plans and specifications and the applicable workmanship , pr;.ovisionsof the UBC Any``neav ce :.il ing grid,..and light f ixtur a install ati.an i regt,, red to meet ,l'atera_l braci ng requi remie;nts for Seismic. Zone 3 . ..An expos Insulations backing mater,ial.- -shall have a Flame Spread Rating of 25 or ;l essa`, '•.and ma,terr•ia l bear identi- fication showing the ",fire erformani e ratting thereof. • All construct on to be- dnne in conformance.- with approved ,plans, and_ requirements of the Uniform Bu i 1 d:i ng Code (1997' Ed i`st`on). a`s amended, Uniform Mechanical ' Code `.(1997 Edition and' Wa shington` State Energy Code (1'997 E'dition) • • Plumbing •p ermitsy, shall be obtained through the Seattle-Kin _ County,- ,Department :. of Public Heal th P l'.iimb i ng will be inspec .by that ;'agency, including (296 - 4742) Validity 'o.f Permit. The issuance of a permit or•;approva;l' of plans, specifications, and computations shall not be :con strued to be ;a, permit for, or an approval of, any violation of any of the ipr ov i s i ons of the building code or : of other ordinance of ;.,the i ur isd i ct i on.' ;No permit presuming to give, authority to v i of ate or cancel the provisions of t h i s code shall be valid . Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 10. All mechanical work shall be under separate permit issued by the City of Tukwila. 11. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12. All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC -• Sec. 306(a)5). • z IT- ce w 6 00 00 w w J CO LL w O 2 J ' L a s L o D �.W z� w ,- tu D Ca 0 � 0 � w = V H rii H A Z 51,414 , cft-!Tf i -T5 hereby .certify that I have read these conditions and will comply with, them as outlined. All provisions of law and ordinances governing this work: wi l l be complied with whether specified herein or not. The.grantinq of this permit does not presume to give authority to -::Violate-or-:cancel the provisions of any other work or local laws regul.atinq construction or the performance of work. Project Name/Tenant: i I6N1/INE ri I CA-1, T}Y `( ctrl Nl Value of Construction S DO C) Site Address: City State /Zip: I305 MIIAT Y Po. S ItigWI WA 1D10) Tax Parcel Number: iC12304 11 Phone: W6. 742. S100 Property Owner: 1-1'I61414/F mniaki, GROVP Street Address: City State /Zip: 1(05 GYWe5Wg Sb. sW soRrem wp i o lro& Fax #t: 24-1 S410 7 Phone: - 7 /(4.. Co Z . 279 Fax #: ‘f S7 c W Phone: "LOCO • • 4 177 Contractor: PrMS /7 OW COPPRAc7D1`ts Street Address: City State /Zip: P.O. 13 110°1 5t-Arn 1 wA 9 S1O%S Architect: /?"WUtK MwLit K 1 AYASP 1 AFe Street Address: Cit State /Zip: I1 ro N 35 � 17 ST. #' 200 5� w 9.4�10� Fax #: & • o I & _ Engineer: S�( Phone: Co 1 4 - � • (02- 2 Fax #: Street Address: City State /Zip: 212 TkEL11yt SVI TG� ttD2 SGA 'i'7 - (,E, U04 4 �121 Contact Person: Twur ly Knif or eiRvce--tt__ttt Phone: SOS .6 • 017 Fax #: 6 Street Add r �s: , , M( � Cit�State /Zi �f=j t IAYA ! I4 - st- A30 - Description of work to be done: IkT loP AlITp P IROAIS Iv Ail en5TiNG I ` 1 e WV/ G Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family El Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University `A Other CUNIG Proposed use: ❑ Retail El Restaurant ❑ Multi- family El Warehouse ❑Hospital ❑ Church ❑ Manufacturing ■ Motel /Hotel ❑ Office ❑ School /College /University Y4 Other GLJ Me:" Will there be a change of use? ❑ yes ,17(no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ' none ❑ other (specify) Building Square Feet: G45 existing Area of Construction: (sq. ft.) 5450 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Materia S ety Data Sheets CITY OF TUK''ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date aacat accob Project Numbers Permit Number: lJ (1./�1 _ ��J✓ 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. APPLICANT',RECUEST FOR PUBLIC. WORKS SITE /CIVIL PLAN :REVIEW;OF THE (Additional reviews may be determined by the P. ublic Works Department)= • ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone El Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): Size(s): Size(s): CTPERMIT.DOC 1/29/97 r-trev ii.1 stv. ':4f:mtvf,' il:fp!�p, El Hauling Size(s): cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only ❑ Water Meter /Permanent # El Water Meter Temp # ❑ Miscellaneous 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. Date ap l�hon epiresO Appllcat n by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW ER OR111 HOR/ZED AGENT: Signature: Date: ' j . 1 . OD Print name: I . ) mi y SM H. A 1 Ts Phone :. "Vl[� . . 01 7 7 Fax it. 2�0 . & 4.0/(,7 Address 11Q iv. �5 1„ 57 ..1+x., D City /State /Zip *, wA 1103 ALL COMMERCIAUMULTI -F ' Y TENANT IMPROVEMENT /AL .. "7 ATION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOL • WINO: • 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 ❑ / Complete Legal Description ❑ C3 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 : ❑ Cr 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) • z 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved H w 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 6 11. Location and gross floor area of existing structure with dimensions and setback ci O 12. Lowest finished floor elevation (if in flood control zone) w 13. See Public Works Checklist for detailed civil /site plan information required fo• Public Works Review (Form H - W H 9). w w Floor plan: show location of tenant space with proposed use of each room labeled 2 ❑ Overall building floor plan with adjacent tenant use; identify tenant space Wyse and location of storage of any hazardous materials; dimensions of proposed tenant space. N Cy = ❑ w Vicinity Map showing location of site �- z � f ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w rack. Structural calculations are required for rack storage eight feet and over. • p 71 U Indicate proposed construction of tenant space or addition and walls being demolished o w iE • U ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of u- p water supply to sprinkler vault with documentation from contractor stating supply line will meet or LLj Z exceed sprinkler system design criteria as identified by the Fire Department. �? P ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z z 117 Construction details • ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). U ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. r7r ❑ 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 201 Smith Tower, 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 ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 'Account .. , Cade 000/345,:830 :S't $�tf9I r r...fit:, *l•tk* *•Ik!r:kh. lt•A * * -1.k*k AkA *•kb **h : r t* 1 .! it• A•* 4 . 4 :t *•h*4*kk*:1:t•Ek4,S:tA.�4h tk C.I 1 y'" of l'UKWILA, WA l l (( JJ � � A* TR *•A A • Jr *** • �• t* •+1 *Ast1':AAk:tk.tAyk•tkk:k•.:t 1 •t *``:A•, 4 , t•4 *• *k,1�d .A.�• * *• •h *�4•k. R AN5MI1` Number: R900'0387 Aiiiourit,: 532.19 11/09;00 10 Pay3ae►;t' Method: CHI :MC No MILITARY R) PROP Irii t: `TL11 -.Par raft / o': :l)2> )0 -35 . 1' :ypae I)kt1P1;12I1 l)FVEl..OPPII :N.T PER'i�ilT ►Free 1,: Ala: '162304.••91,75 's1tt3 'Adlfr':e5s: .1305) MILITARY RI) a 5t:. 01. F l : Uri: ..if.)ta1 fees: 1,;3;i 'Tilts Eavmertt r,32. 19 Totri I ALL Pmt.: 5 13aiarice: t323.25 + t*• k*4** fr 4*4.4*>E *A ** *tt * *A4A. *4 * *1* 4#4. ••* n•A'k4 •fe** **k *:•sl *' * *4 ** * *•k *: C?Psrr^ .Amount IL 1N C :l1FC.K -' 1 IRE S 5'32.19' Sjr;la{�l r: ` N C�. i• % ..y °c`I.y tY�y , ,J.yi t - F ` .rit �t SC.'. /,�3 i, t� ` ,'i �rSv' : ° �n`� j� 3•l } 'i'• ∎ ;, fit `10,!t,14 • h**** h**** k************ * * * * * * * * * * * * *§ * * * * * * * * * * * * *** CITY OF TUKWILA. WA 1RANSMI1 * * * * ** * ** iii****** k*************** * * * * * * * * * * * * * * * ** * * * * ** * *k * * ** TRANSMIT Number: R0100109 Amount: 823.2: 01./26/01. 11:23 Payment Methods CHECK Notation: MI1_ITARY ROAD. PR Init: BLH _ T Permit No D2000 -355 Tvoe: DEVPERM DEVELOPMENT PERMIT ParCei No: 1I.,..,304-91.75 Site Addreug :» MILITARY RD •a St: 01 Fl: Un: total Feeq: 1.355.44 This Pavment 823.25 Total ALL Pmts: 1..35 .44 13aIancos .00 ********** k*********k****** h******* * * * * * * * *** * * * * * ** * * * * * * * * *'k ** , Account.. Code Descr i pt i on Amount 000/322.100 BUILDING - NONRES 818.75 000/386.904 STATE BUILDING SURCHARGE 4.50 19.i 01/30 9710 TOTAL 823.25 f. rtehL” i..•& ..„s; `m. 1.4 .,Y'„ s. Uw.tit +r}c�.'r i1 ati il:<,t >�4.:ew �U4 erg , W W 0 LL Q _ CY` H I, : Z I- 0 uj D 0` 0 I- W 0 _. Z U N ' Z Project; i , i 1-14, tine .. "1-15irtil 1 - k e i Type of Inspon: 00./ , r 4 6 Address: O() Vti lOGY Date called. – ---, Special instructions: r Date wanted: r_ Requester: Phone: INSPECTION RECO■,..d Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. WOOD - 35S PERMIT NO. 2.06)43 -3 0 Corrections required prior to approval. COMMENTS: C arieC, cchn (Olin I/UCH P ' co c D -- vt ‘ 0Ati. I Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ;Z,C;;.■' Project: �. 1 t i kc ' I r■Q.. ` l ru � d Type oflnspection: l T I Fro W1 G / 1 YN.Svi t7 �e Address: y Date called: 111 Special-instructions: ' Date wanted: a.m. 1-1-- c -01 alp Requester: 5 v e Phone: INSPECTION NO. INSPECTION RECC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 oclo PERMIT NO. (206)431 -36 proved per applicable codes. Corrections required prior to approval. COMMENTS: o Pre LIT a pPrd vt-o V•S A --I dh"" a ,D no ro ved [ec i p Pd t1 r_ °t 12 44tv�r E prrP c p Oro 1fo Inspectore^� J` � Date: LI 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300' Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ., ..0.iin:;.,,...r,! star+ Y+x w.,?M :Rt6r,6..mc d +�sl4:= i��'Fnx lasL.:.,�d1:ti)+ 4.JXi " " "iv'+fdu" •ii1i2Y:}�,5"R'.+W�A �Mritii V �nYh�'.' • �t.fk�'a4.Xs. W#:s`r`.:�7 � wY.t,41, ,,Ae ," a.'1 ii�:4t,.xkts i�i�.t ..wk2. f:.rdri..9 c.4 a,l 6 U 0 Wut J w 0 ., g J (g. w Z Z Ill 'Li D o 0 F- ; ILI =W — Z , !1J co 1. H z COMMENTS: n L AAC\ire.c.S .. 110v►n O ld YOYCI 0 4 — Address: 130S) H I L T A R Y 2..) AZT c-` 2 tar o- S 1()`(- (, o, et valve 0, sQppL v AM \Ps`'fri of \ e ' i . 1 G l i Abit r v 1 O r a.m. UIL Occvp.. fk-f‘Yes L-1 -15- O PhoQe: — - 1 6 15 — q5 z1 P Ac; , - °Lowey tt toA. .■ ‘•( 1 CtIOCYA vie di {W` w r(U vr C1 Project: P.WStoAL_ Type of Inspection: FNAL, - FI- .-- C—.� Address: 130S) H I L T A R Y Date c Ile Li 5 o i Special instructions: Date w me : L i 1 a.m. Requ ster: PhoQe: — - 1 6 15 — q5 z1 INSPECTION NO. Approved per applicable codes. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Corrections required prior to approval. Inspector. i (/ f;/ 3 0.4 j , Date: , O ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 6r:Saba�:.LS::4i.�dSf ' .c. a n .+... h ^'��'W.i.a K� '.5..:1&,''.''C.9 ' t:r.`.t ° 'F1w.+a" .':dLG.a��...� :.:i.�'w�..:..ci C.e.J �..B::w'�'3�� 1JtiuM.KKu':tat' LL`Y(u'U 'r�1rG'.rLU Z • Z re w 0 o O CO 0 W J w O 2 J I _ ; I— O Z I—; uj 2 ; w w . z W 0 0 = z Project: r h1 ;ite.. eht. s:'�f. T yp of In pectiom 'n Address: _ ; S 1305 m 1 \-�� Date car: i a 1 J - 3 ‘ Date wanted: , ` a m. Special instructions: Requester: Ve t adc. Phone: Zo (0 = 1- 3 —'-{ Tr2 -•�i ce (1 Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Sc- 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PEE MILT NO. end t (206)431 -3 Corrections required prior to approval. COMMENTS: e cwr oc i ov‘ 5 e +frltM V104 P ' 9 f) -€4-e - appravrI Inspector( Date: 3 - 2 9 - 0 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i tcl.. aF. l.:.' ��: t�::. 1.". ni•: d,.., �:: �,]; d.:, r. .ad:..tiaw:.�:.'�.:vA1:�:u.:it v'r.'�+drY 1'ii7i+k ? #L :+aatf+`s .1V ..t:.n;: Project: [ t • 011,\ t i \ �SAei Type o Inspection: , 4— F1na fi % Address: 11 172,( - 0 Wit it ar, Date called n 0-0 I Special instructions: 1 Date wanted: �-Tl � � "01 a.m. p.m) Requester: Phone: INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 E] Approved per applicable codes. Inspector: i\e u D - 355 PERMIT NO. (206)431- orrections required prior to approval. COMMENTS: I,) Ab4 rVI V\ eri L;1 u\ iv' 4- AV-C vv. . C 4 r) r a ro Pp Date: ` -1rn 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 0 1 INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 "� , ( 206 431 -36' ) t) t c Vim` Pro a t: Address. n , S \t -% t� Special instructions: T�e of Inspection: Ct Date ( palled) 0 1 Date wante 2g Requester: Phone: _ z36 -51 `(s 2- i COMMENTS: Sec at I 1 )1 1-Q ,c q c qv mt)v' c p PN 1 pl bnv-Q ,5t) n e I C e t . 1 ✓I is Approved per applicable codes. Corrections required prior to approval. —. Z I/vv & IN Ilnspector Date: 3 c Z_a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: it' ' ��wa +'P of "� r- �s6�. s*, �{;1. ,tc.'.i��.+��'�'..�•++-�.7 p7'""�L._i._�.��#s�'a�.ffiet�1 (1-yax '�'" .,. assrv+' sh% SsCL��e ` . ' alsaafa�s6i.� s:t t t'S � 't Lk : ;,,s. 5 "4:4141:t 7wtiA+eiici XTv :4 "vi';..:ld v : . 0 0 1 co a 11.1 = j J I- ILI 0 LL -J a . H . r ig P, I- 0 Z 0 to 0f w w = r. LL 11 Z : = I = � r tect / • • l 1 rr�� l( T f Ins pe do Q /J :p d .. d r's s �� rn << /�y ids.: Date called: /� �o , ecial instructions: Date wanted: 3'.., / a.m. . /is�� Requester: Phone: ? ", - 7/3" '7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. Inspector: 0 INSPECTION REC Retain a copy with permit PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: Ci -7 S oo-kir. \cil-P Date: 3 _ 7 _ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :;' 'adat 'C8t #84,0 ''� u1' a kaW r'n`}r ia v.&,v acf;,u.'g:4L,a ati .at • is T 34 J.)Q ft j CL W C C.) 0' to 0 W W . N W;. W O • cc - a O z W uj U � O -I 'CI F- W W! — O ZC 0 — : 0 z Project: Type of Inspection:. Address: 11 "'' /3050 Hi l ' fS. Date calle : ? / Special instructions: Date wa ted: 5/� / a.m. p. m. Requester: Phone: ..?vGo — '7 ?3 -fSZ'7 I INSPECTION RED Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 DZ - 355 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i.ays -.jle J( i,;, o. aa. d,:: t. i. sf tu.' �e»'t�L'Gl±IGi.u:lratrlia':w1iS tu"{ldtwia riiiV�.Yl s,,:y ui tiAslLtek4i :,,Z• n ' ,is^z:: ifi4 »nt »•JA S.. w } • 0 J LL Qr I — w Z F.. ▪ 0 Z H; U 0 ;O w 2 LL O ti Z 0 0 Z Project: Typ of Inspection: V Addres : , .I /3051 H/lifa4 12d S Date called: JJ f2 / Special instructions: v Date wante :� Req WI: a Sif.!/c.. a , Pu - '7` .3 tS2. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 3trial12 -2trL� "a.��°..::..�. -. ^•�.w.- '.:i• c'.( �3�tiLr +w'I:Ais.'•ii�,tlk�'ii �WttlS `S.dC,��.t'�"t /2k Yi r i I 1 1 I I II I PERMIT NO. (206)431 -3 Ig Corrections required prior to approval. COMMENTS: Me( G YNI Cat c e+r vv ;' • OA s �I 2) ?1r Q V 1 c\ P. -P v\r.� % ►1 . e-P Y5 �t - G vl� pt°c�[ CL(a (l2 \)- Way 19 \\ L)\C$-i � ctob t - C?P rU G!'i. "4-11s. lh Q Inspector D \ L Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .4x :71td- w.44 l.:'x3s.:vJs.w411<.'°u5B irr 114i.vAtt.' ..i ??3.i .;�?rww:i�r.[tiitMlr /AMA: P.t , U\V∎14,..P W 0 0 U) o (a W z w O' u. Q '. C 0 ; z W 0 0 C - I2 1 0 H W W co — r. 0 F = . O z f_Adi Johns Manville Description Johns Manville's Thermal- SHIELD unfaced commercial building insulation is a flexible, lightweight thermal insulation made of long, resilient glass fibers bonded with a thermosetting resin. Applications Thermal- SHIELD insulation is recommended wherever thermal efficiency is required; where light weight, resilience and ease of installation is essential; and where resistance to vibration and shake -down is important. Where vapor control is required, a separate vapor retarder can be used. ,-1 his unfaced fiber glass insulation meets air erosion standards up to 1,000 fpm (5.08 m /s) per UL 181. - New onsC Thermal- SHIELD insulation is designed for friction -fit installation between framing members in walls, ceilings and floors. Retrofit. In addition to installation in metal and wood framing and on non - framed surfaces, unfaced insulating batts can be used as a backfill above panels in suspended ceiling systems. Installation and Performance Advantages High Thermal Efficiency. Thermal- SHIELD commercial insulation provides effective resistance to heat transfer with R- Values up to R -38 (RSI 6.7). Strength. Bonded glass fibers intertwine to give high tensile strength to the insulation. They won't pull apart during normal applications and won't sag when properly installed. Durability. Because glass fibers are non - cellular and non - hygroscopic, they resist the effect of moisture; are unaffected by oil, grease and most acids; and provide no sustenance for fungi or vermin. They will not rot, mildew, or otherwise deteriorate. They also will not accelerate corrosion of metal studs. RECEIVED MAR 3 0 2001 BUILDING DEPARTMENT Building II1titII:)ti(ll Thermal-SHIELD' Unfaced Fiber Glass Thermal Insulation Fire Safety. These unfaced batts are rated as noncombustible per ASTM E 136. Resilient and Flexible. Thermal- SHIELD insulation resists settling, breakdown or sagging from vibration. Forms readily around corners and curved surfaces. Cuts easily with an ordinary knife. Also installs easily by simply pressing in place between studs; adhesives or fasteners may be used. Packaging. Thermal- SHIELD insulation is compression packaged which means savings in storage and freight costs. Limitations of Use Check applicable building codes. Specification Compliance and Fire Hazard Classification" Flame Smoke ICBO SBCCI BOCA Spread Developed Unfaced All Types All Types All Types 25 50 'Per ASTM E 84 HIG•1075 1.961 Replace 22.961 1�9^�4?:St;f'F�?1t�FY' iEt:f Y/K pRSi1Cf,?C11�5tIyfnY('„y • "jF;� .r�i.. 'V^•t'• ` `'4HW/i10r,}•,rym, ,,, r_i:..�:+WtL..ant.+... •'.*'.i.. - ..,.�.a:i.:,0�64'vx.:�..:''s:k Thermal - SHIELD'"-, Unlaced Fiber Glass Then. Insulation Specification Compliance and Available Forms" Specification Compliance ASTM C 665 Unfaced; Type I • Consult your local sales representative for other available sizes and R•Values IRSI•Valuesl. •• Thickness may vary by producing location. ° Special widths and lengths may be available. Check with your local sales representative. Specification Compliance Thermal- SHIELD unfaced fiber glass batts meet the performance requirements of ASTM C 665, "Standard Specification for Mineral Fiber Blanket, Thermal Insulation." Short Form Specification All insulation shown on drawings or specified herein shall be "Thermal- SHIELD Fiber Glass Unfaced Commercial Insulation" as manufactured by Johns Manville. Thermal Resistance "R" (RSI) values of the insulation shall be R (RSI) in ceilings, R (RSI) in walls, and R (RSI) in floors over unheated spaces. The product shall have a FHC rating of 25/50 or less. • e7 R -Value (hr•ft'•°F/Btu) 11 13 19 30 38 Johns Manville Insulations Commercial /Industrial Division P.O. Box 5108 Denver, CO 80217 -5108 Internet: http: / /www.jm.com HIG•1075 1.98(Replaces 2.961 Johns Manville RSI -Value (m'•°K/Watts) 1.9 2.3 3.3 5.3 6.7 North American Sales Offices, Commercial /Industrial Division Eastern Zone 713 Bankhead Hwy. Winder, GA 30680 (800) 644-4013 Fax: (800) 323 -0373 The physical and chemical properties of Thermal- SHIELD'" Unfaced Fiber Glass Thermal Insulation listed herein represent typical, average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. They are supplied as a technical service and are subject to change without notice. Any references to numerical flame spread or smoke developed ratings are not intended to reflect hazards presented by these or any other materials under actual fire conditions. Check with the Sales Office nearest you for current information. All Johns Manville products are sold subject to Johns Manville's Limited Warranty and Limitation of Remedy. For a copy of the Johns Manville Limited Warranty and Limitation of Remedy, call the 800 number below. For information on other Johns Manville thermal insulations and systems, call 800-654-3103. To access automated fax -on- demand service in the United States and Canada, simply call 1- 888 - INSULFX (1-888-467-8539) from a fax or phone. Printed on Recycled Paper Thickness ** (in) (mm) 3% 92 3'/: 89 6% 159 101/4 260 13 330 Western Zone P.O. Box 5108 Denver, CO 80217 (800) 644-4013 Fax: (800) 654-8173 Width° Length° (in) (mm) (in) (mm) 16, 24 406, 610 48, 96 1219, 2438 16, 24 406, 610 48, 96 1219, 2438 16, 24 406, 610 48, 96 1219, 2438 16, 24 406, 610 48, 96 1219, 2438 16, 24 406, 610 48, 96 1219, 2438 CERTIFIED nh a■ ins aelsis e .letw. el Retryded Glass I1 %rnkwmr rsrkel MIIM Ilnq PA 7%pa awns! glut. SCIENTIFIC CERTIFICATION SYSTEMS Properly insulating a structure using Johns Manville commercial building insulation helps preserve our environment by reducing energy consumption for heating and cooling, reducing the pollution resulting from fuel burning, and reducing waste through the utilization of recycled materials. Look for the cross and globe emblem on Johns Manville commercial building insulation which indicates independent certification by Scientific Certification Systems, Inc. of 25% or more recycled glass content. Canada International 4704 58th St. (303) 978 -2980 Innisfail, Alberta Fax: (303) 978 -4661 Canada T4G 1A2 (800) 661 -9553 Fax: (403) 227-7112 Printed in USA Structural Calculations For: RIVERTON HTS CLINIC Seattle, WA Client: Selkirk Miller Hayashi 23 May, 2000 Index: GRAY Gravity Analysis SIvenson Say 1:aget, Inc. I 11..1 I s, .1111c Structural Engineering I. z 00 c 6 o co , w uJ co w 0 a , 0 =.. z 1- z LIJ DO n U cn■ OVERv1EvN 6-e.Avt1Y LOAAS ROOF : A Ea e L' Swenson Say Faget A St nal ural Eng inev rin h l'U I•lwtalitnt --'r QErviovE rl lN1 Eel o2 QCARrN(r km S / Rr Pr - v✓ gE M S t‘ COL rim - +' l_A rsZAL s i FM unirtFFEL'Ii:/,, £Y't>=gioR tavA1 --S cow„ ?fzfs_ Lr4 E e -SrS7. c. SY STE/A. THaZ . PoTr 6.v Y G-eAv t EGE •s .ATrr_E, WA project cstAR s N fNrr_> = 30 a FF_L�r t12 1. PI -Ywoo a• S4 WSotAT /ON s USPE,VAEt AcovS C:c lt_ cg " @ l 6 " r,v C.A 5G •GYPSurh ANNE& KtVERTON MENt c EEA1(E 00 ku 7 (P S F ) 3.0 a. I ro_or - Is p s t I IzooF Li VF - ps date prof. no. T GRA design sh et 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443.6212 • Fx (206) 443-4870 • irvr '.u:is'�favlJir'.�GC.aleeiu::J f2: J::• 00 cn 0: W w; . CO LL. w N I— w � w '13 •€ 0 F-c ww I— Oi • 11/ Zi 0 Z TYP ?oov. $EArh, (At -S �► c 48d Ib I �+ 1i i - :i 'GYP Tzoo - % A (w - E 1yo r1, 13 CH o0S'F ?St_ 3'/a x .Q 1/x71 oR (3) a x ro c2 (� a x la 1 f PSG 1 k 1 r t a R ' E Q/1 = 3 I Po 11. � = 31ao IL N1 = to I" fflb V= 3 tb > a3 I�q = 1/1 U. v MAx r ;r1 ✓l1 = y 3 PO .4,1 /b Mq l`/ 4 f 0 /, / b 7 r=. 4, t SA," 3 k- PS L Swenson Say Faget :A Si YUr'11ira' Engineering rporal project RivF_R7onr / c- 1 =�iTEQ dale T CB design 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443-6212 • Fx (206) 443-4870 proj. no . sheet GRA C.OLt.CV" n/ A = 11 .1# P 3, l? k , ra I•yit k' = 6 K e 4 T RY L i >< <I TRY t: x t. ' 3. 4 ._ lc.: 13'. 3.5 = 3a - 7 13; s,5 - a4 b ot., .• f- t ?Jov C. 1=1 R t- I (i=. = l _ 7 E C. > CO✓v‘ P I SSE 6 ,c( '6 PI( K 't E Fc = 1350 Fri = 6 a s rL r :313 ps; IA Ps Ps: ( 6 >s :.,') _ 7 -6 K 313 1(I) -Ds .' ) - 3.r i F, -_ r e- F _ 6 'PS P s. A -_ 30 .as 1 = ( toaS 1(30•as I8.9 r< a. if. (- )'- ., ) = a a • �r O. k, k Swenson Say Faget A Si runt ltral Engtttt'l'rttIg Corporation project RtVE T' N 44 - u LAL CEIV'T S -7x•00 date ZS design alias ait1H.wi1•r:�t " 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443.6212 • Fx (206) 443 -4870 proj. no. 3 GRAY sheet Structural Details For: RIVERTON HTS CLINIC Seattle, WA Client: Selkirk Miller Hayashi 23 May, 2000 Swenson Say Faget, Inc. ?12.I Third ,\ t I(111. Seat!lc. \\ Structural Engineering I'h 2m, III 621 ? 1 'nt .0 ' 18 "0 0 0 O mo rn w� w0 . H=. , z W us MD 0 tu W • Z '0 N. Z Ex�STrKG t;ooF ax g a it, " o.c • PSG. 3'/1 x ' ► /a. 6F14M� Ex tST , nt G x 10 FLOG1 . S 0 1- T.== QE TAtL SCALE_ x t e S (Tr e') ExIST To Fbo 7►ni� A 1 A — +� CoN'CKAGTofZ SNALi- NeEsc IFY ALL EXtS T'.^1G CortiMENClA►(r AA/Y I�G,M i ►OAr cc. ste els& CAP 1 As gEQ'L TO I-17 isEAM P c- r (t x Co cot- CoN ?_ howt4 To 6 x t } LE,A/vt _ CvY sHEA1M,.vG AS RS.4'4 - v1=1ztFY Cytlsl tevC Corsi S. ALIGN w />G1tiSTi,vG COL. (pov FAR 13 t, Bc. SEgtES cAP As E`EQ'A 70 FIT BE4i.t E PoS i • COM1 ZA CTc,2 ► S gcSPoni5 g-E For SUPPOQ T =F, ST ••,YJ To THE t.UOKK SEGu nrmE5. Go�[ STt?vGTioN A S e_EQ'A e i i A MANNED . U17AQL ExIST,.vc, COL /BFAAi Co AzA Cor /A17:o BEFORE Swenson Say Faget Al itrtttural Enginvering Corporal ion project rtvEK7oN ME.A - AL CEN7E2 S.PJ.00 date T ag design 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443-6212 • Fx (206) 443-4870 proj. no sheet Liu -J 0 (.) 0, N 0 ' cn w WI W 0 � a; = z ▪ F- ; LIJ U ` O co' i. W W" Z W � N ' 0 Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic r- For Building Department Use K - 313 All Other Roofs Gross Exterior Wall Area F. - 3� Opaque Walls c 5 �J - • 5 T }Z -11 Below Grade Walls /� V -(,V . W fR Floors Over Unconditioned Space -19 Slabs -on -Grade 04 Radiant Floors N /" Maximum U- factors Opaque Doors U - °A° Vertical Glazing U - o•60 Overhead Glazing tJ - 1. 00 Maximum SHGC (or SC) Vertical/Overhead Glazing I r l/fcc Space Heat Type ❑ Electric Resistance X All other (see over for definitions) For Building Department Use Glazing Area Calculation Note: Below grade walls may be included In the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical & overhd) divided by Gross Exterior Wall Area times 100 equals % Glazing c 5 �J - • 5 T 26 i + X 100 00 = /� V -(,V . Concrete/Masonry Option p ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See recision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address !3d 50 MI14 1-,1 i- 1 fie - $ , Date - I I . .7 . b D 41114401 I A 19103, For Building Department Use wKwlt -A . . .. ... Applicant Name: Titi ortty N j /sMH kpc1- iyWf5 Applicant Address: jI 16 w. 4 14 # 201) SeATT.- 1$10 3 Applicant Phone: 'LJep . (0 3 . 0177 Envelope Summary • • I I , • a . . . . . .a - •• I' • • • ' •I -I - • 111 Climate Zone 1 ENV -SUM 1997 Washington State Nonresidential Energy Coda CompNance Forms 'Project Description Compliance Option Prescriptive, ❑ Component Performance ❑ ENVSTD (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Semi- heated space' Minimum insulation R- values Roofs Over Seml- Heated Spaces' I 0 A 'Refer to Section 1310 for qualifications and requirements Notes: ❑ New Building ❑ Addition Alteration ❑ Change of Use • First Edition • June 199E Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U -factor Is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 a0 Btu/ft'•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) ros U-factor Building Permit Plans Checklist ENV -CHK 1997 Washington State Nonresidential Energy Code Compliance Forms � iiii 14/1 L First Edition • June 1998 Project Address (dos MlurY ran s . - lam', t✓/t Date II. 7 . The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (circle) I Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 - Scope - Unconditioned spaces identified on plans if allowed . 1302 Space heat type ya no n.a Electric resistance — ya no n.a. •' er n.Ica a on pans a . e nc rest ance ea s no a ow- y.■ no , .a 1310.2 Semi- heated spaces - Semiheated spaces identified on plans rrfallowed l / 1311 Tnsufation ye no n.a. . no n.a. 1311.1 Insul. installation oo ce i ng nsu. - indicate densities and clearances n•Ica a - -va ue on roo se ions ora'Ics an o er roo s; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; _ Indicate face stapling of faced batts - y. no n.a. 1311.3 Wall indicate R -value on wall sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; ye no n.a. ¶311.4 'Floor insulation 'Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow through foundation vents yes no n.a 1311.5 Slab -on -grade floor indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation Is protected y.■ no . 1311 `Radiant indicate R -value on wall section or foundation detail; , Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 4? no n.a. ■ i3T2 'Glazing and 'Prov calculation of glazing area (including vertical and overhead) as percent of gross wall area y no n.a. 1312.1 1T-factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings y■ no n.a. 1312.2 SHGL` SC indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control no n.a. 13T3.1 'Vapor retarders Indicate vapor retarders on warm side • y no n.a. - 13T32 'Roof/ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood strut. co no n.a. 13133 Wall vapor retarder indicate vapor retarder on wall section . y no n.a. T313.4 Floor vapor retarder Indicate vapor retarder on floor section y}) no n.a. T313.5 trawl space vap. ret. indicate six mil black polyethylene overlapped 12' on ground 1314 Air leakage !fir . no n.a. 1314.1 Bldg. envel. sealing • Glazing/door sealing 'Indicate sealing, caulking, gasketing, and weatherstripping indicate weatherstripping (y no n.a. 1314.2 ao n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing RESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) y . no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" is c rcled for any question. provide explanation: 1994 V( ,ington State Nonresidential Energy Code Con Form F" d1EC2Stl1" d34�'^ RY�anmShif3'FN.e?FI'fi',1�n".�. +'" M�415;+ 11JW `;}'{f1RM"t77�T'PW.'vmy..ws:. '.NAY"° "°8"r',.�°a^.mcua.�••vr ,•«..,.... .n.. .m•R.ri""R"M++�•vs..r .e �v.. , Project Info Project Address 10 5.-0 MI 1,1 TA Y go. S • Date 7 .00 tV kW 1 tA WA q O j (0 ° For Building Dept. Use Brand Name' Applicant Name: - rimg myHA SP'I1� A��1'1 - -� G TRi / Applicant Address: IA N. St� #200 SEAatz WAr loc Applicant Phone: . f 01-7-7 Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA CFM Econo SEER or EER IPLV Location • Heating Equipment Schedule Equip. Brand Name' Model No.' Capacity Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency` Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control Location of Service Mechanical Summary MECH -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 V in ton State Nonresidential Enersy Code Con, fiance Form First Edition -June 1998 DG 'S(6N ^ w lt.D _____••__ IGA1 4Y5'i'� "I re -V5 o f e) 15t'iN FOrtzeo -,'rI 1'f'fA TING / A C 1 5tMM • nor* S(5"[f'M cONS15T OF (2) VIVYt 5 01vE ON NOPTH H111-F1 OWE-ON SOUfl PAW . c-ACN vNl r = 125 8 N /H1R. Project Description Briefly describe mechanical system type and features. Compliance Option ❑ Simple System Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) 'If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: VAV, constant volume, or variable speed. z re J U U 0 .. U) o W W'. u _ W O 2 u- co a I--W I z �. I— 0 Z t- 2 n U0 O N , 0 I— W W ' I I-- 2 ' U. O z z .., --- - - --- - - a - . - - -a- .- - - -. - - Number of W Watts/ W Watts Project Info Project Address 1395D M p u f/KY fZ 5 . Date (( 00 • For Building Department Use NKW WA Applicant Name: Timutl "( 5. p4 iP ISMH ,QG Gam-' Applicant Address: tit N, � S n s two 5E tt 7Nro3 Applicant Phone: j� • (, '4 , 0177 - -� - -� -- - - a Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0 . 2 W/ft Open Parking 0.2 W/ft Outdoor Areas 0.2 W/ft2 • Bldg. (by facade) 0.25 W/f1 Bldg. (by perim) 7.5 W/If - . _ _ , _•,_. "r..4.-.1 AItn...n..1 U /sHe Alteration Exceptions La No changes are being made to the lighting (check appropriate box) Less than 60% of the fixtures are new, and installed lighting wattage is not being Increased A avrv01cu a-I. .. AI....b ........b.. va....... _ .-.. -, • . Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Summary LTG -SU M 1997 Washington State Nonresidential Energy Code Compliance Forms s'. 1997 ' shin ton State Nonresidential Ener. Code Col. .lance Form First Edition - June 1998 (Project Description I CI New Building ❑ Addition Alteration Compliance Option X Prescriptive CI Lighting Power Allowance CI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Location (floor /room no.) Occupancy Description " From Table 15-1 (over) - document all exceptions taken from footnotes Allowed Watts per ft " Area in ft Total Allowed Watts Mowed x Area ' (May not exceed Total Allowed Watts for Interior) Total Proposed Watts may not exceed Total Allowed Watts for Interior T o t a l P r�p�� a s r Watta a E x t erior Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the g g defaun t able in the NREC Techni Reference M anual m ay also be used. Note: for building exterior, choose ether the facade area or the penmeter method, not exceed Total Allowed Watts for Exterior) Z W . Q g. J 00 . co 0 W I J I- WO g Q CO D _ _ Z O Z W 0 CI co W' — 0 I-- W W , U - rf O .. Z rJ c ! O Z - -� - -� -- - - a Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0 . 2 W/ft Open Parking 0.2 W/ft Outdoor Areas 0.2 W/ft2 • Bldg. (by facade) 0.25 W/f1 Bldg. (by perim) 7.5 W/If - . _ _ , _•,_. "r..4.-.1 AItn...n..1 U /sHe Alteration Exceptions La No changes are being made to the lighting (check appropriate box) Less than 60% of the fixtures are new, and installed lighting wattage is not being Increased A avrv01cu a-I. .. AI....b ........b.. va....... _ .-.. -, • . Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Summary LTG -SU M 1997 Washington State Nonresidential Energy Code Compliance Forms s'. 1997 ' shin ton State Nonresidential Ener. Code Col. .lance Form First Edition - June 1998 (Project Description I CI New Building ❑ Addition Alteration Compliance Option X Prescriptive CI Lighting Power Allowance CI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Location (floor /room no.) Occupancy Description " From Table 15-1 (over) - document all exceptions taken from footnotes Allowed Watts per ft " Area in ft Total Allowed Watts Mowed x Area ' (May not exceed Total Allowed Watts for Interior) Total Proposed Watts may not exceed Total Allowed Watts for Interior T o t a l P r�p�� a s r Watta a E x t erior Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the g g defaun t able in the NREC Techni Reference M anual m ay also be used. Note: for building exterior, choose ether the facade area or the penmeter method, not exceed Total Allowed Watts for Exterior) Z W . Q g. J 00 . co 0 W I J I- WO g Q CO D _ _ Z O Z W 0 CI co W' — 0 I-- W W , U - rf O .. Z rJ c ! O Z Alteration Exceptions La No changes are being made to the lighting (check appropriate box) Less than 60% of the fixtures are new, and installed lighting wattage is not being Increased A avrv01cu a-I. .. AI....b ........b.. va....... _ .-.. -, • . Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Summary LTG -SU M 1997 Washington State Nonresidential Energy Code Compliance Forms s'. 1997 ' shin ton State Nonresidential Ener. Code Col. .lance Form First Edition - June 1998 (Project Description I CI New Building ❑ Addition Alteration Compliance Option X Prescriptive CI Lighting Power Allowance CI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Location (floor /room no.) Occupancy Description " From Table 15-1 (over) - document all exceptions taken from footnotes Allowed Watts per ft " Area in ft Total Allowed Watts Mowed x Area ' (May not exceed Total Allowed Watts for Interior) Total Proposed Watts may not exceed Total Allowed Watts for Interior T o t a l P r�p�� a s r Watta a E x t erior Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the g g defaun t able in the NREC Techni Reference M anual m ay also be used. Note: for building exterior, choose ether the facade area or the penmeter method, not exceed Total Allowed Watts for Exterior) Z W . Q g. J 00 . co 0 W I J I- WO g Q CO D _ _ Z O Z W 0 CI co W' — 0 I-- W W , U - rf O .. Z rJ c ! O Z A avrv01cu a-I. .. AI....b ........b.. va....... _ .-.. -, • . Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Summary LTG -SU M 1997 Washington State Nonresidential Energy Code Compliance Forms s'. 1997 ' shin ton State Nonresidential Ener. Code Col. .lance Form First Edition - June 1998 (Project Description I CI New Building ❑ Addition Alteration Compliance Option X Prescriptive CI Lighting Power Allowance CI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Location (floor /room no.) Occupancy Description " From Table 15-1 (over) - document all exceptions taken from footnotes Allowed Watts per ft " Area in ft Total Allowed Watts Mowed x Area ' (May not exceed Total Allowed Watts for Interior) Total Proposed Watts may not exceed Total Allowed Watts for Interior T o t a l P r�p�� a s r Watta a E x t erior Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the g g defaun t able in the NREC Techni Reference M anual m ay also be used. Note: for building exterior, choose ether the facade area or the penmeter method, not exceed Total Allowed Watts for Exterior) Z W . Q g. J 00 . co 0 W I J I- WO g Q CO D _ _ Z O Z W 0 CI co W' — 0 I-- W W , U - rf O .. Z rJ c ! O Z Lighting Summary LTG -SU M 1997 Washington State Nonresidential Energy Code Compliance Forms s'. 1997 ' shin ton State Nonresidential Ener. Code Col. .lance Form First Edition - June 1998 (Project Description I CI New Building ❑ Addition Alteration Compliance Option X Prescriptive CI Lighting Power Allowance CI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Location (floor /room no.) Occupancy Description " From Table 15-1 (over) - document all exceptions taken from footnotes Allowed Watts per ft " Area in ft Total Allowed Watts Mowed x Area ' (May not exceed Total Allowed Watts for Interior) Total Proposed Watts may not exceed Total Allowed Watts for Interior T o t a l P r�p�� a s r Watta a E x t erior Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the g g defaun t able in the NREC Techni Reference M anual m ay also be used. Note: for building exterior, choose ether the facade area or the penmeter method, not exceed Total Allowed Watts for Exterior) Z W . Q g. J 00 . co 0 W I J I- WO g Q CO D _ _ Z O Z W 0 CI co W' — 0 I-- W W , U - rf O .. Z rJ c ! O Z Use' LPA (WIft Use' LPA (W /ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 • Barber shops, beauty shops 2 Atria (atriums) 1 H otel banquet /conference /exhibition hall'" 2 Assembly spaces ° , auditoriums, gym nasia ° , theaters 1 - Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants /bars 1 Cafeterias, fast food establishments 1.5 R etatl A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses '', storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages Sat Section 1532 W holesale stores (pallet rack shelving) 1.5 M all concourses 1,4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 40.8 .) Office buildings, office /administrative areas in facilities of other use types (including but not Gm ited to schools, hospitals, Institutions, museums, banks, churches) 1.2 - Prescriptive Spaces occupancy ❑ Warehouses, storage areas or aircraft storage hangers PrOther Qualification Checklist Note: If occupancy type Is 'Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Ughting Fixtures: %Check here if at least 95% of fixtures In the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two tamps, and 2. Lamps are T -5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts Lighting Summary (back) LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 V tin' ton State Nonresidential Eners Code Cot...aance Form Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Ta ble Firs Edition • June 1998 1. In cases in which a use is not mentioned specifically, the Unit PowerAllnwance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent-per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance far assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7: In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Bamrrw•rvr!mw4 truraMM7MtedrR '` 0 ilc q:MRr'stvw Lighting Permit Plans Checklist LTG-CHK 1997 Washington State Norwesidentisi Energy Code Compliance Forms First Eaton -June 1999 Project Address 13o5v MIL4TA-rzy Pn. S. Tvl‘wli 1 WA D a II. 7.00 The following information Is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability I (circle) I Code I Section !Component 'Information Required Location I on Plans Building Department Notes II9HTING CONTROLS (Section 1513) no n. a. 1513.1 Local controVaccess Schedule with type, indicate locations 210 n•n• 1513.2 Area controls Maximum limit per switch - 1513.3 Daylight zone control Schedule with type and features, indicate locations no n.a. vertical glazing Indicate vertical glazing on plans no n.n. overhead glazing Indicate overhead glazing on plans yes no • • 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location yes no n. a (a) timer w/backup Indicate location yes no n. (b) photocell. Indicate location 1513.6 Inter, auto shut-off Indicate location rug no n. • 1513.6.1 (a) occup. sensors Schedule with type and locations yes no 1513.6.2 (b) auto, switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans HTING WATTAGE (Sections 1520-22 or 1530-32) /.; no Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture ELECTROTORS (Section 1511) yee no .a. I Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency I 199". .shington State Nonresidential Energy Code Con ,,,,ance Form If "no" ts-cfrcied for any question, provide explanation: December 4, 2000 Timothy Myhr 118 North 35th Street, #200 Seattle, WA 98103 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -355 Highline Physical Therapy Clinic 13050 Military Road S Dear Mr. Myhr: This letter is to inform you of corrections that must be addressed before your 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 comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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 (206)431 -3672. Sincerely, 64q Brenda Holt Permit Coordinator end xc: File No. D2000 -355 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 00; N 0 ' rn w' !S w 0: w I— O W w; D O f p m o w. W V+ 0' Z sal Revision ' No.. Date : Received I Staff . '• Date Initials Issued "Staff Initials -4— 3— 3v -0 t . 4-1 I — eli- o t I .1---71J Summary of Revision: ce...-r. (4_ &.) S P n-0___ uks L r A D P • Received By: G.� ►a.C.vi u. Revision No. Date Staff I Received I Initials Date I - Issued Staff Initials I Summary of Revision: Received By: !..logs ...4.,I . PROJECT NAME: i %14 s Al Site Address: \ 3 0 So rn Revision No. .1 Summary of Revision: 1. Date Received REVISION LOG I Staff I Initials PERMI z©oo 3 5 Original Issue Date: Received By: Date Issued please print) (please print? ' (please print) (please print) I Staff •: Initials i l Revision No.' ' Date I Staff I. Date Received Initials Issued' Staff Initials Summary of Revision: Received By: Revision I Date No. • Received I Staff Initials Date Issued Staff Initials Summary of Revision: i Received By: Q2 J U 0 O , w W W J H W0 u_ Q SD— a ; � zF O i z 1.1J Lu U O I— I U U. III U . 0 . z DEPARTMENTS: Bu i'Iding Division �171 4 ° Pc l i ieil440 Complete V'RNbUIF.[)OC srry PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -355 XX Original Plan Submittal DATE: 11 -9 -2000 PROJECT NAME: HIGHLINE PHYSICAL THERAPY CLINIC SITE ADDRESS: 13050 MILITARY RD S SUITE NO: Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prev ention 'Va. Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions REVIEWER'S NITIALS: I VL4iu Q.P Plan i4�'rig Division 11 4-114 - 0 0 Permit Coordinator Not Applicable No further Review Required Not Approved (attach comments) _C>L -!P✓ DATE: DUE DATE: 11 -14 -2000 DUE DATE 12- 12 -2000 CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: W ' ry• 0 0 u) o • w J �. V) w w O; g �t w < D d Z � z0 1 • ui 2 o 0 0 - ; w uj .Z w c o 0 I 0 Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -355 DATE: 12 -11 -2000 PROJECT NAME: HIGHLINE PHYSICAL THERAPY CLINIC SITE ADDRESS: 13050 MILITARY ROAD S SUITE NO: Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division X 00 X2.62 -o° n Public Works I I Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved ■PRROUII.DOC Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator ot DUE DATE: 12-12-2000 Not Applicable Comments: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 1- 9-2000 Not Approved (attach comments) n I I DATE: DUE DATE Not Approved (attach comments) n DATE: 44:14 ts9 t: , Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I2' Dt7 Plan Check/PermitNumber: D2000 -355 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: HIGHLINE PHYSICAL THERAPY CLINIC Project Address: 13050 Military Road S Contact Person: Timothy Myhr Sheet Number(s): 51-1 WT A2. 0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �ntered in Sierra on '1,1(1/ h City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Phone Number: 'We. 6 .• 0177 Summary of Revision: AT ROOMS 111, 112, 116', I I B /Z I AND 122 TkE P L'AW HAS P,1G,ViV REVISED YD PPo vi DE 10" VNol3smore Roos spl(c& wool) 711Vr sT 'JN . Th CH 13eriv aovvv . 12/04/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 98133 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ,3 (3 ❑ Response to Incomplete Letter m ❑ Response to Correction Letter ❑ Revision m dr after Permit is Issued Project Name: 1.4 1 i / t v.v )(N. Project Address: rh (1 Contact Person: 5)4 c ... � Summary of Revision: Entered in Sierra on R e. S Tr :p ► n , Received at the City of Tukwila Permit Center by: Plan Check/Permit Number: C:32- i=O - 3 Phone Number: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision l kEVISION P1Q� rr QQ �' U' U 0 N CD w 0, 2 g Q � z p` o z l- w. CI; uy 0 I- I • wi • 0, Z' u i 1 I 0 ~ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 (3 t� LI Response to Incomplete Letter m 0 Response to Correction Letter # Revision m i after Permit is Issued Project Name: 1 I h 1 v� cj I Y\ S l LS ( T V\ Z.Y- p C 1 h �L 1 J Project Address: t .. iM ` c L RCC 5 Contact Person: 54C-JC. t & .� Phone Number: 3O‘. Sri s L E.ti�? Summary of Revision: e. n Va iti s )ats rx,l^et CA 0 Sheet Number(s): "Cloud" or highlight all areas of revision including dare of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on :, ad:+L ,a.�;al. +'+- e::• v1t ...,..`r:iuwr.sws.i�ti`:aZ+ <[.. mv`ai%:ul:.�*., City of Tukwila Department of Community Development - Permit Center 6300 Southcenter B lvd, Suite .100 Tukwila, WA 98188' (206)431-3670 Plan Check/Permit Number: �Z �=Oo — 3 s' 'S -3o -o ST6 re i l l J U U 0; U U ' M = J � N LL W O ; J. CJ H uj Z 1- O '. Z w W Di 0 0.== ww U. 0; Z lii 0 Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: -tIGN LA N4 COM MVN11T H05 Firm. - Pg51cAL T> 'fzi°rP`( U-1N1 C. Contact person at your company: GRAY IOPeT Title: N /fit Telephone: 'X(o . 242..51 F'(O lsiness Declaration '' Mailing address: 16Z51 5Yw WV SW SUITS (D' $I/til - N j WA C1 01(04' Type of business (What does your firm manufacture or produce ?):5ICk11, TN'etkAp( # 5 1'OR -TS CUN I G Number of business sites: Address of each business site ., No. of employees at site: RECEIVED 1. I* 050 MII.IrA - RAT S • 10 CITY OF TUKWIL4 2. 3. Use additional sheets if necessary. 40077 NOV - 9 2000 PERMIT CENTER Part H Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: f410111.1 t MMVWIT HtSP1tAt' Pftrsicfrt, Thw-fr S1fi cL -1P1U Site address: 130 50 M I 1..17A 1 D,kD S . TUI4W I L14 WA 7(3 Contact person: C'f A I G I.OPL�f' Title: tVA Telephone: S00 1.42. 5160 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in • roduction areas? Yes '� No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? Yes No H -10 D 2JX0 355 6 3 J U U 0- cn o! CO w u. W O: LL J Z 1-0 z � cy W LLJi !O N i0 U. w w` o , • O~ '; . . z I:6:3.0i .(wHI (ti,771 DEPARTMENT OF I AI30R AND IND( isTR INS REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01 FERRIGCO37N1 05/25/2001 EFFECTIVE. DATE 08/21/1997 FERRIS /TURNEY GEN CONTRS INC PO BOX 31109 SEATTLE WA 98103 ui'- ;'�....,. � (�•:wls �[ua..F.�:r'�.LL.� '�'.edi1'� GENERAL NOTES CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. CONTRACTOR MUST REPORT ERRORS, OMISSIONS, AND AND DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. 2 EXTERIOR DIMENSIONS ARE TO FACE OF CONCRETE AND FACE OF SHEATHING, EXCEPT WHERE OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF CONCRETE OR FACE OF STUD. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 3. ALL APPLICABLE CODES, ORDINANCES AND MIN. STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER ALL DRAWINGS, NOTES AND SPECIFICATIONS. 4. ALL WORK TO COMPLY WITH THE UNIFORM BUILDING CODE (UBC) CURRENT EDITION 5. REPETITIVE FEATURES DRAWN OR NOTED ONLY ONCE SHALL BE COMPLETELY PROVIDED AS IF DRAWN OR NOTED IN FULL 6. DRAWINGS ARE EXCLUSIVE PROPERTY OF THE ARCHITECT. ANY REPRODUCTION OF DRAWINGS IS PROHIBITED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. 7, ASBESTOS OR OTHER HAZARDOUS MATERIALS FOUND IN THE PROJECT ARE TO BE DELT WITH ACCORDING TO ALL APPLICABLE STATE OR FEDERAL STANDARDS/ SUCH WORK IS UP TO THE OWNER OR HIS AGENT. 8. CONTRACTOR SHALL VERIFY ALL EXISTING, DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 9. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING OPENINGS. 1. ENERGY NOTES 1. BUILDING TO COMPLY WITH WASHINGTON STATE ENERGY CODE CURRENT EDITION, AND ALL APPLICABLE LOCAL ENERGY CODES. 2. HEATING UNITS TO MAINTAIN 70 DEGREES F. 3' ABOVE FLOOR WHEN OUTSIDE TEMPERATURE IS 10' f. 3. MEDIUM EMENCY GAS HEATING PRESCRIPTIVE (21% GLAZING) MODIFICATIONS TO THE BUILDING EXTERIOR SHALL MEET THE CURRENT ENVELOPE REQUIREMENT ATTIC CEILING R -3B B ATTIC; R -30 B CATHEDRAL ABOVE GRADE WALLS R -19 FLOORS R -19 GLAZING U -0.60 EXTERIOR DOORS U -0.40 WATER HEATERS NO CHANGE THERMOSTAT NO CHANGE 4. CAULK ALL JOINTS AROUND EXTERIOR OPENINGS AND AT ANY JOINTS IN SIDING OR FLASHING WHERE INFILTRATION MAY BE POSSIBLE. 5. SEAL TEARS AND JOINTS IN INSULATION WITH TAPE. 6. MOISTURE CONTROL TO BE PROVIDED PER W.S.E.C. 502.2.3 7. SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED PER W.S.E.C. TABLE 5 -11. 8. TOILETS TO HAVE A MAXIMUM OF 1.6 GALLON FLUSH PER CODE.. 9. GLAZING PERCENT CALCULATION: TOTAL GROSS EXTERIOR WALL AREA = 2548 SQ. FT. TOTAL GLAZING = 532.5 SQ. FT. TOTAL GLAZING = 532.5/2548 SQ. F. = 20.6% OPTION V - GLAZING AREA = 21% MAX PER W.S.E.C. PRESCRIPTIVE REQUIREMENTS CLIMATE ZONE 1 - HEATING BY OTHER FUELS FIRE PROTECTION NOTES 1. PROVIDE SMOKE DETECTORS AS REQUIRED BY CODE AND BASEMENTS PER U.B.C. 1210 A. SMOKE DETECTORS TO BE POWERED BY BUILDING WIRING, WITH BATTERY BACKUP. 2. PROVIDE RREBLOCKING, DRAFTSTOPS AND FIRE STOP PER U.B.C. 708 PROVDE FIREBLOCKING AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES AROUND VENTS, DUCTS, AND CHIMNEYS AND AT 10 FT NTERVALS ALONG WALLS. VENTING /MOISTURE PROTECTION 1. MAINTAIN CONTINUOUS 1" MINIMUM AIR SPACE FOR CROSS VENTILATION IN ALL ROOFS PER CODE. 2, PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND FRAMING. 3. FLASH ALL OPENINGS WITH MIN. 24 GAUGE GALVANIZED STEEL TO ACCEPTABLE INDUSTRY STANDARDS. 4. 5. MAINTAIN ATTIC VENTILATION FOR ROOF AREA WITH MINIMUM NET FREE VENITLATING AREA OF 1/300 OF THE AREA OF SPACE TO BE VENTILATED. BUILDING SHALL COSTLY WITH THE WASHINGTON STATE INDOOR AIR QUALITY CODE & MECHANICAL CODE CURRENT EDITION AND ALL AMMENDMENTS TO DATE. SPOT VENTILATION EXHAUST FANS SHALL BE LOCATED IN AS SHOWN ON PLANS INCLUDING ALL TOILET ROOMS. ALL SPOT FANS SHALL BE DUCTED DIRECTLY TO OUTSIDE. SPOT VENTILATION EXHAUST FANS SHALL BE 100 CFM. 7. MAINTAIN CRAWL SPACE VENTILATION FOR AREA WITH A MINIMUM NET FREE VENTILATING AREA OF 1/300 OF THE AREA OF SPACE TO BE VENTILATED. SAFETY / SECURITY NOTES 1. GLASS WITHIN 18" OF THE FLOOR AND GREATER THAN 18" IN LEAST DIMENSION SHALL COMPLY WITH IMPACT LOAD REQUIREMENTS, SECTION 5406 AND STANDARD 54 -1 CODE INFORMATION SEISMIC ZONE: 3 0 - OFFICE DISTRICT BUILDING ZONE: FIRE ZONE: USE: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: AREA OF SITE: AREA OF BUILDING: OCCUPANCY LOAD: OFF- STREET PARKING: NUMBER OF SPACES REQUIRED: 17 (3 PER 1000 SQ. FT. USABLE AREA) NUMBER OF SPACES SHOWN: 30 (EXISTING) SYMBOLS SECTION INT. ELEVATION e - DETAIL C)- WALL TYPE; CONTROL/D1TUM POINT e DOOR t I 100 • ROOM NUMBER MATERIALS 3 PIIYSICAL THERAPY CLINIC B - PROFESSIONAL OFFICES TYPE V NON RATED 26,950 SQ. FF. 5,450 SQ. FT. 54 PERSONS r DRAWING # SHEET ( DRAWING # SHEET {Y ( DRAWING M SHEET # LIMMEfi EARTH GRAVEL CONCRETE BLOCK / CMU METAL FiZa FINISHED WOOD WD FRMNG, THRU MEMBERS !� WD FRMNG, INTERRUPED PLYWOOD BATT INSULATION I2 S L _ SI RIGID INSULATION E9�iI9G�l 0 VICINITY PLAN NO SCALE SHEET INDEX A1.0 GENERAL NOTES, SYMBOLS, VICINITY MAP A2.0 FLOOR PLAN A2.1 DEMOLITION PLAN A2.2 SCHEDULES A3.0 EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS 0.4.0 WALL SECTIONS & DETAILS A5.0 INTERIOR ELEVATIONS A5.1 INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS RC1.0 ELECTRICAL /REFLECTE) CEILING /MECH. PLAN BIB STRUCTURAL NOTES 52.0 FOUNDATION & FLOOR FRAMING PLAN 53.0 ROOF FRAMING PLAN 54.0 STRUCTURAL DETAILS OWNER HIGHUNE MEDICAL GROUP 16259 SYLVESTER RD. SW BURIN, WASHINGTON 98166 ADDRESS HIGHUNE COMMUNITY HOSPITAL RNERTON SPECIALTY CENTER CAMPUS 13050 MIUTARY ROAD SOUTH TUKWIA, WASHINGTON 98168 TAX ASSESSORS PARCEL NUMBER 1623049175 LEGAL DESCRIPTION THAT PORTION OF THE NORTH 1/2 OF THE NORTHEAST 1/4" SECTION OF SECTION 16, 1WP. 23N, RANGE 4E W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF MILITARY ROAD, 1. BEGINNING AT A POINT ON THE SOUTH UNE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 16, DISTANT EAST 561 FEET FROM THE SOUTHWEST CORNER !HEREOF; THENCE NORTH, AT RIGHT ANGLES 184 FEET, THENCE WEST ON A UNE PARALLEL WITH SOUTH UNE OF SAID SUBDIVISION TO THE EASTERLY UNE OF MILITARY ROAD, THENCE SOUTHERLY ALONG SAID EASTERTLY UNE OF MILITARY ROAD TO AND INTERSECTING WITH A UNE PARALLEL WITH THE SOUTH UNE OF SAID SUBDIVISION AND 184 FEET NORTH OF SAID SOUTH UNE OF SAID SUBDIVISION MEASURED AT RIGHT ANGLES THERETO; THENCE EASTERLY ALONG SAID PARALLEL UNE TO POINT OF BEGINNING, AND EXCEPT THAT PORTION OF THE 1/4 OF THE NORTHEAST 1/4 SECTION 16, TWP. 23N , RANGE 4E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 2. BEGINNING AT THE INTERSECTION OF THE SOUTH UNE OF THE NORTH 160 FEET OF SAID SUBDIVISION WITH THE EASTERLY MARGIN OF MILITARY ROAD; THENCE EASTERLY ALONG SAID SOUTH LINE 200 FEET; THEN NORTHERLY AT RIGHT ANGLES 160 FEET THE NORTH UNE OF SAID SUBDIVISION; THENCE WESTERLY ALONG SAID NORTH LINE TO THE EASTERLY UNE OF SAID MILITARY ROAD, THENCE SOUTHERLY ALONG SAID EASTERLY UNE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION, IF ANY, CONVEYED TO KING COUNTY FOR SOUTH 128TH STREET, BY DEED RECORDED UNDER AUDITOR'S FILE NO. 5274608. I I A K ENT S. 120 HIGHLINE PHYSICAL THERAPY & SPORTS CLINIC ■ RESERVED PARKING A Cc &A HANDICAP SIGN W/ INTERNATIONAL SYMBOL OF ACCESSIBILITY; TEXT TO MEET WASHINGTON STATE STANDARDS; COLOR TO BE WHITE ON BLUE MOUNT TO WALL OR ST. PIPE CENTER SIGN ON PARKING STALL TYPICAL 0 TWO LOCATIONS ,� � HANDICAP PARKING SIGN • EXISTING ' DRIVEWAY EXISTING PLANTING EXI TING P NG iAGERNATIONAL SYMBOL PAINTED ON PAVEMENT 24' -0" WALKWAY STRIPING PAINTED ON PAVEMENT EXISTING I BED TYP• PLANTING 1 1 � 12 EXISTING STALLS L EXISTING ROOFING 7 ❑ ❑ ❑ ❑ EXISTING CLINIC BUILDING 5,450 SQ. FT 50 -0" EXISTING PARKING LOT 30 PARKING STALLS TOTAL NO STALLS ADDED OR REMOVED 9 EXISTING STALLS ■ 1 25\ R AR T T MA D EXISTING FLAMING -` ADA -VAN 0 1/16" = 1' - 0" 149.7' PROPERTY UNE 107.0' PROPERTY UNE SITE PLAN 1 HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROADS. TUKWILLA, WA 98168 SHEET TITLE GENERAL NOTES SITE PLAN FILE PY I enders _,^i the Flen C;^ c!: approvals are S ENSED too and omissions and approval of o!ana dces riot sLthorize the violation OT any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. t r By Date ` 4 // 1h 3 Permit No. RECEIVED OITY OF TUKWILA PERMIT CENTER PHASE PRICING SET DATE DECEMBER 22, 2000 REVISIONS SELKIRK MILLER HAYASHI 1113 North 35Th Sfrebt, Suite 200 Saahle, We31989fon 88103 Tel: 208434-0177 Fax 208434-0187 SHEET NO. A1.O © 2000 SELKIRK MILLER HAYASHI ARCHITECTS eg 1,41490- 45 J L__ -REF/ER FOLDING ( JACUZZI EXAM 1 126 1 W/D � NEW CASEYIORK OFFICE LAUN Y 1 125 VV EXAM 1 124 I 101 1 ALIGN NEW WALL HALL 1 127 1 EXAM 1 102 1 INELL AT EXIST. DOORS EXAM 1 123 1 16 DIA COLUMN WRAP 4' -10° C, 1 '6 ° IN EXAM 12 EXERCISE 1 128 1 EXAM 104 1 NEW COUNTER NEW GLAZING NEW 5-11 CASEWORK 4 e MIN EXAM PRONE FROSTED PRIVACY FILM AT LOWER (2) PANELS OF. WINDOWS IN EXAM ROOMS TYP.S INALL WALL NEW DOOR C F I PROVIDE NEW // -- + FROSTED PRIVACY/ TIN ON INTERIOR SEE INT. ELEVS OT ROOM EXISTING CASEWORK TYP. NEW WINDOW -- RECEPT 1 120 1 C DESK COPIER I NEW CASEWORK NEW POCKET DOOR 3 -7" 001 PROVIDE FROSTED PRIVACY ALM AT LOWER (2) PANELS OF WINDOWS IN RECEPTION j P EXISTING SK1`UGHT TYP. L _ EXERCISE 19 C 1 -7 1 -2 108 -4" O.T. ROOM 1 106 1 -1I r NEW EIITRY If NEW ENIR( O FLOOR PLAN 1/4" = 1' - NEW DRINK. FOUNTAIN N �S \ l TOILET) i �i iimiii a iimii i i iii i • , , -0 1 107 1 L_� 0 0 N AS.D VEST I1o TOILET ITosI WAITING NJ= OFFICE IToo l S.T. ROOM NEW ONE -WAY O WINDOW C OBSRV. 17 NEW CASEWORK 16 DIA COLUMN WRAP ern -NEW ONE -WAY WINDOW C TOILET 13 ) 1 U) OI LET, 10 S.T. ROOM HALL 1 133 1 STAFF NEW WINDOW NEW CASEWORK NEW WINDOWS 13 CI) FLOOR PLAN (L) ELEGY. METER CORRECTION LTR# I D2coo-35 Q HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA 98168 5222 FLOOR PLAN LEGEND SHEET TITLE NEW PARTITION EXISTING PARTITION FLOOR PLAN NOTES 1. ALL DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE 2. VERIFY ALL EXISTING DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. �' PROVIDE FOR PATCHING AND REPAINTING AT. ALL ; EXISTING WALLS TO REMAIN. 4. TYPICAL PARTITION UNLESS INDICATED. OTHERWISE 5/8 OWB,',3'.5/8 26 GA. METAL STUD 16 O.C., SOUND BATT, (2) LAYERS 5/8" ORB. ALL PARTITIONS. CONTINUOUS TO STRUCTURE ABOVE, U.N.O. NO ARE RESISTANCE RATING REQUIRED. DATE NOVEMBER 6, 2000 REVISIONS DECEMBER 8, 2000 1 BUILDING DEPT. CORRECTIONS SELKIRK MILLER HAVASHI 118 North 35th Street, Suite 200 Seattle, Washington 58103 Tel: 206-634-0177 Fax: 2084340167 REGISTERED ARAI IITECT BRUCE "PVHANASHI STATE OF WASHINGTON PHASE U SHEET NO. A 2.0 2000 SELKIRK MILLER HAYASHI ARCHITECTS II U \r V — 7 I / C f�l i i t 75 F60271 L Lt ==-°_1 Ij / L l�=J CD) T � t I I 'n I / ' II I LW II y DASHED UNES INDICATE EXISTING PARTITIONS, DOORS, FIXTURES, ELECTRICAL ETC. TO BE DEMOUSHED DEMOLITION PLAN Fi U N J I I I I I I I I L -REM VE EXIST. — CABI EIS. PATCH & REPHNT, DEM EXIST. W FOR NEW WINDOWS V II \ u rr=, -= I1 LAJ F L I II II 9- I�1 5 DEMO EAST. WALL FOR NEW WINDOWS -1 DEMO EAST. WALL FOR NEW WINDOWS 2l HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA 98168 SHEET TITLE DEMOLITION PLAN DEMOLITION NOTES 1. PROVIDE TEMPORARY SUPPORT FOR ALL STRUCTURAL ELEMENTS, UNTIL PERMANENT SUPPORTS ARE IN PLACE. 2. REMOVE ALL PLUMBING FIXTURES AND ROUGH PLUMBING NOT SCHEDULED TO REMAIN IN CLINIC SPACE. TERMINATE ALL PLUMBING IN PARTITIONS, BELOW THE FLOOR OR ABOVE THE CEIUNG. 3. REMOVE ALL ELECTRICAL FIXTURES AND ROUGH WRING NOT SCHEDULED TO REMAIN IN CLINIC SPACE. TERMINATE ALL WIRING IN JUNCTION BOXES, BELOW THE FLOOR OR ABOVE THE CEIUNG. 4. REMOVE All MECHANICAL DIFFUSERS AND DUCTS NOT SCHEDULED TO REMAIN IN CURIE SPACE. 5. REMOVE ALL EXISTING FINISHES NOT SCHEDULED TO REMAIN IN CLINIC AREA COORDINATE WITH ARCHITECT DURING DEMOLITION. 6. PROVIDE PROTECTION OF ALL EXISTING FINISHES, CASEWORK AID FIXTURES. SCHEDULED TO REMAIN IN CURIE AREA PHASE DATE NOVEMBER 6, 2000 REVISIONS REF TUTU^ LA clTV o tud PEHMIT CENTER SELKIRK MILLER HAYASHI 118 North 35th Sheet, Suite 288 Seattle, Washington 88103 TeC 208-834-0177 For 208-834-0167 5222 I REGISTERED I At HITE SHEET NO. A © 2000SELKIRK MILLER HAYASHI ARCHITECTS DOOR SCHEDULE DOOR NO SIZE (W X H) DOOR TYPE FRAME TYPE FIRE RAT'G HDWR TYPE GLASS - TYPE HEAD DETAIL JAMB DETAIL THRESHOLD DETAIL REMARKS . 101 EXLSIING 3' -0' X 7' -0" A A NR - - - - - - 102 COSTING 3' -O" X 7' -0° A A NR - - NEW -0 x -2" STOREFRONT NEW 10' -0 x 7' -2" STOREFRONT AXED/DOOR - - 103 EASING 3' -0" X 7 -O" A A NR - - - - - - 104 COSTING 3' -0 X 7' -O" A A NR - - - - - - 105 DOSING 3' - X 7' -0' A A NR - - - - - - 107 _ NEW 3' -0 X 7 -0" A A NR - - - - - - 108 NEW 3' -0' X 7' -0" A A NR - - - - - - - - ALUMINUM SYSTEM. SIZE TO NATCH EXIST. NEW 2' 7 -0" FIXED - - - ALUMINUM SYStEL SIZE TO MATCH EII<SL W12 W13 110 EXISTING 3' -0" X 7' -0' A A NR - - - - - - 111 EXISTING 3' -0' X 7-0" A A NR - - - - - - 112 COSTING 3' -0' X 7 -0" A A NR - - - - - - 113 EXISTING 3' -0" X 7' -0' A A NR - - - - - - 115 EXISTING 3' -0 X 7' -0" A A NR - - - - - - 116 EXISTING 3' -0" X 7'-0' A A NR - - - - - - 117 COSTING 3' -0' X 7 -0' A A NR - - - - - - 118 EXISTING 3' -0" X 7 -0' A A NR - - - - - - 119 NEW 3' X 7' -0" SEE WINDOW SCHEDULE 119A NEW 3'-0" X 7 -0" SEE WINDOW SCHEDULE 120 NEW 3' -0" X 7 -H A A NR - - - - - POCKET DOOR 121 NEW 3' -0" X Y -0 A A NR - - - - - - In EXISTING 3' -0" X 7' -0' A A NR - - - - - - 123 EXISTING 3' -0" X 7 -0' A A NR - - - - - - 124 EXISTING 3' -0" X 1 -0" A A NR - - - - - - 125 EZOSI1NG 3' -0' X Y-0' A A NR - - - - - - 126 DISTING 3' -0" X,7' -0" A A NR - - - - - 127 COSTING 3 ._ 0 . X.7. -0. A A NR 129 DUSTING 3'-0" X'.7' -0" A 1 NR - - _ -. - - 129A NEW 3' -0' X 3'-0" GATE 131 NEW 3' -0' X 7 -0' A A NR - - - - - 132 NEW 3'-0" X 7' -0". A A NH - - - - - - 133 EXISTING 3' -0 X 1 -0" A A NR - - - - - - WINDOW SCHEDULE NO. UNIT SUE - W x H TYPE HEAD JIM 51. REMARKS W1 EXISTING 2' - X 7' -0" AWNING /AXED N/A N/A N/A 10' 7' FIXED /DOOR - - - ALUMINUM SYSTEM. SEE ELEVATION W2 W3 NEW -0 x -2" STOREFRONT NEW 10' -0 x 7' -2" STOREFRONT AXED/DOOR - - - WOOD SYSTEM. SEE EIEVAipN 4' 4' FIXED - - - WOOD SYSTEM. SEE ELEVATION W4 NEW -0" x -0' NEW 5' 4' AXED - - - WOOD. WRIFY EXIST. MOW OPEM G W5 -0 x -0' NEW 5' 4' AXED - - - WOOD. VERIFY MST. {WIDOW OPENING DBE7€iNS W6 - x -O" NEW 5' 4' AXED - - - WOOD. VERIFY EXIST WIDOW OPEQNG D W7 - x -0 NEW S' 4' FIXED - - - WOOD. NERIFY EXIST. 'WINDOW OPRONG ENUISOONS W8 -0 x -0" 4' AXED - - - WOOD. ONE WAY GLASS, NEW FROM ODSfRUAlAP. W9 W10 NEW 4'-0" x -0 NEW 4' -0 x 4' -0" REED - - - WOOD. ONE WAY GLASS, NEW FROM OBSERVATION. W11 NEW 2' -6' x 7 - FIXED - - - ALUMINUM SYSTEM. SIZE TO NATCH EXIST. NEW 2' 7 -0" FIXED - - - ALUMINUM SYStEL SIZE TO MATCH EII<SL W12 W13 -6" x NEW 2' -6' x 7' -0" FIXED - - - ALUMINUM SYSTEM. SIZE 10 MATCH COST. NOTES 1. EXISTING GLAZING AMOUNT = 484 SQ. FT. NEW GLAZING AMOUNT = 52.5 SQ. FT. TOTAL GLAZING AMOUNT = 532.5 SQ. FT. 532.5/2584 S0. FT GROSS EXT. WALL AREA = 20.6% 2. NEW GLAZING SHALL BE U -0.60 OR BETTER. SOLAR HEAT GAIN COEFFICIENT SHALL BE 0.80 OR BETTER. 3. PROVIDE SAFETY GLAZING WHERE REQUIRED BY UBC SECTION 5408. 4. HELD VERIFY ALL DIMENSIONS. 5. COORDINATE FRAMES ROTH DOOR AND HARDWARE SCHEDULED REQUIREMENTS A. PROIIDE EF05TED WINDOW FILM ON AAWE{Z ('.) GLASS TANELS IN AVV EINAM TKOOt4S. 0 ALUMINUM 0 WOOD O @ WOOD A / \ O W6 ® ® ROOD MATCH COSTING SIZE At DETAILS W1 Wi ALUMINUM DOOR TYPES A SOLID CORE WOOD B. WOOD /GLASS ', C: WOOD /GLASS 5 D. ALUM. /GLASS HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA 98168 RECEIA�D CIN OF `�r:1 "11LA Q _'u U U PERMIT CENTER SELKIRK MILLER HAYASHI 118 North 35th Stns., Suite 203 Seattle, Washington 88103 Tel: 200-8344177 Fax.' 208834-0187 REGISTEREI A CHITECT SHEET TITLE SCHEDULES PHASE DATE NOVEMBER 6, 2000 REVISIONS SHEETED. A 2 © 2030 SELKIRK MILLERHAVASHI ARCHITECTS PROVIDE FROSTED PRIVACY FILM INSIDE LOWER (2) PANELS OF EXAM ROOMS TYP. (4) O SOUTH ELEVATION = NEW ENTRY O 2 WEST ELEVATION 1/4 = 1' -0" REPLACE EXISTING ROOFING NEW ROOF: STANDING SEAM BHP 'DESIGN SPAN" COLOR: ° ZAQTIQUE" EXISTING SIDING & TRIM TYP. NEW, PAINT ON EXTERIOR TYP. EXISTING NEW PAINT ON WINDOWS TYP. EXTERIOR TYP. EXISTING SIDING & TRIM TIP. REPLACE EXISTING ROOFING NEW ROOF: STANDING SEAM BHP "DESIGN SPAN COLOR: "ZAOTIQUE" TE l NEW WINDOW n X93 HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA 98168 SHEET TITLE EXTERIOR ELEVATIONS PHASE DATE NOVEMBER 6, 2000 REVISIONS RECEIVED OIT' OF :iJ!(�NILA q LUDO PERMIT CENTER SELKIRK MILLER HAYASHE 118 North 3501 S9eet Suite 100 Seattle, Washington 98103 7. 20&6340177 Far 206- 634 -0187 REG STERED AI HITE, BRUC STATE OF Hy SHI ASH I ETON SHEET NO. A 3.0 © 2000 SELKIRK MILLER HAYASHI AflCHRLCT3 L -- L - -J GWB COUNG TIP. WAITING O BUILDING SECTION A BUILDING SECTION 1/4" = 1I -0" FIN ROOF ASSOeLY: DUSTING ROOFING EXISTING ROOF SHEATHING EXISTING ROOF JOISTS - SEE STRUCT. EXISTING VAPOR BARRIER EXISTING R -38 BATE INSULATION NEW SUSPENDED ACCOUS . CAUNG L - -J SLOPED ROOF ASSEMBLY: NEW STANDING SEAM METAL ROOFING NEW ROOFING FELT EXISTING ROOF SHEATHING EXISTING ROOF JOISTS - SEE STRUCT. EXISTING R -38 BATT INSULATION EXISTING VAPOR BARRIER FINISH COONS 4 DOSING 001000W WALL ASSEMBLY: EXISTING SIDING EXISTING BUILDING PAPER EXISTING SHEATHING EXISTING 2 x 4 STUDS AT 16' O.C. EXISTING R -19 BATT INSULATION EXISTING VAPOR BARRIER EXISTING 1/2° GM FINISH FLOOR EJOSDNG FLOOR ASSEMBLY: NEW FLOORING EXISTING FLOOR SHEATHING EXt511N0 A-11 BATS INSVl:P11GN cP AWL.' SPADE vAP77? 8A-PAIE.R 17000 11A .� UINMI! 11 1 111.1 .tl .ON I ! MWUI! IW'H!! I !01!!1d14I11 IWL.TW 810! I! NH NNIMNNI !a !Mt Mt POP1N911IN!II8Gt1 1t' 1UBI 1 1 M t 49W1�k+UUWII 11 1 SMDDP1LM�!A19AU,�Uihit6h!PP.D MMOMIlU9X. W. PPIiU11�t1u1�iJ�111�4fu +h68!XD1�119aW1ll1 t, _ tp itry ]!!H!l11!t!l!!!!1!!!!t!!!!!!!!! . !!! Dl!! Ill! 1 I tlf W/1M Mall N;tN 11!!!/1 NEW SUSPENDED ACCOUST. CEILING EXERCISE CRAWL SPADE FINISH CEILING FINISH FLOOR HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA98168 SHEET TITLE BUILDING SECTIONS PHASE DATE NOVEMBER 6, 2000 REVISIONS RECNED cmr of E nlKW. I I11 _. 5 2 00 0 PERMIT CENTER SELKIRK MILLER HAYASHI 118 Norm 35th 5 SUi1B 200 5.818 Washln8ton 98103 Tel: 208.834-0177 Fax: 208634-0167 SHEET NO. A 3.1 © 2000 SELKIRK MILLER HAYASHI ARCHITECTS /4° CLASS TEMPER AS REQUIRED -' WOOD JAMB 1/2" GWB REVEAL 5/8° GWB O 7 DETAIL - JAMB 3" = 5/8" GWB 1/2 GWB REVEAL WOOD HEAD 1/4" GLASS TEMPER AS REQUIRED WOOD HORIZ. I/4 GLASS TEMPER AS REQUIRED WOOD SILL 1/2" E WOOD BAS ED DETAIL- HEAD 3" = 1'-0" O DETAIL- MULLION 3" = 1 C DETAIL - SILL 1/2 WOOD BASE ALUMINUM STOREFRONT SEALANT & BACKED ROD 1x6 CEDAR TRIM � 3) DETAIL - JAMB 3" = 1' - 0" 1 x 6', CEDAR TRIM SEALANT & BACKER ROD ALUMINUM STOREFRONT O DETAIL - HEAD 3" = 1'-0 ALUMINUM STOREFRONT ED DETAIL - MULLION ALUMINUM STOREFRONT SEALANT & BACKER ROD 1 x CEDAR TRIM ' Q I I DETAIL - SILL 5/8 GWB GAB REVEAL 5/8 GAB GWB' REVEAL 1/2 WOOD BASE De),o 3 55 NEW WOOD STOREFRONT EXISTING FLOOR FRAMING L_ n c) WALL SECTION 1 "_ 1 , 0 EXISTING STRUCTURE NEW ALUMINUM STOREFRONT VERIFY EXISTING DIMENSIONS LANDING- L III - III =III - 111 =111 -Ill 111- 111 -111 1 - 111 - 111-111 111= 111 -111 -I I -I 11 - I I I 111- 111 -111 -1 111- 111 -III= III -111 -1 I - 111 -111 -111 -° I 111 11 111 11 111 1 111- 111 -11 -1 - 111 -111 111 111 -111 -I 111 - 111 -11 �I 1 1 I I V I I I II I I I� 11 1 I I IT I I I WALL SECTION O 0" EXISTING FLOOR FRAMING EXISTING FOUNDATION GITi OS IL *1L IL ?nIi`1F'L DEC 1i }t HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA98168 WALL SECTIONS DETAILS SHEET TITLE PHASE DATE NOVEMBER 6, 2000 REVISIONS aECE1VF CAT' OF Ti,. - PERMIT CENTER SELKIRK MILLER HAYASHI 118 Ps.th th Sv SNfe.200 See61e, 35 Wes 2.7-634-0177 eef, n 46707 Tel: 4 Fe. 288- 834-016] REGISTERED A. HITECT SHEET NO. A4O 0 2006 SELKIRK MILLER HAYASHI ARCHRECIS PTD. GWB 1YP. MIRROR PLAN COUNTER W /LAVATORY COVE BASE PTD. GWB TYP. MIRROR PLANT COUNTER W /LAVATORY A EQ. O 1 TOILET ROOM - 107 1/2" = EQ. 2 . -0 " EQ. EQ. 3' -4" PLANT PANELS TIP. GRAB BAR COVE BASE NORTH O 2 TOILET ROOM - 108 1/2" = 1' -0" P.T. DISPEN ER & WASTE R EPT. EQ. EQ. EQ. EQ. / \ WEST P1 DISPENSER / \ & WASTE RECEPT. PLAN COUNTER W /LAVATORY EAST PLANT PANELS TIP. EXIST. WINDOW W/NEW FROSTED WINDOW FILM W/ l/4" REVEAL AT EDGES COVE BASE ETL SOUTH in PTD. RIB TIP. PLMM PANELS TIP. EQ. Sao GRAB BAR COMBO SEAT COVER DISPENSER & TP HOLDER NORTH 1 -• 0 GRAB BAR COMBO SEAT COVER DISPENSER & TP HOLDER EAST VI Of Rikl 9 VA HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA98168 SHEET TITLE INTERIOR ELEVATIONS PHASE DATE NOVEMBER 6, 2000 REVIS!ONS RECEP " CRY OF 5TV S PERMIT CENTER SELKIRK MILLER HAYASHI 118 North 35th Street, Sub 200 Seethe, Washington 98103 Tel: 206- 6340177 For 208.634-0187 (9 522; R GISTERED C HITE BALI •YASHI STATE OF WASHINGTON SHEET NO. A 5.0 © 2000 SELKIRK MILLER HAYASHI ARCHITECTS LIGHTING FIXTURE SCHEDULE MARK FIXTURE TYPE MANUFACTURER MANUFACTURER NUMBER LAMP TYPE FINISH RFNNtKS E ENING FLUORESCENT FIXTURE UGHTQLJFR FM SR OR EQUAL (2) 32W T -8 1 2' x 4' FLUORESCENT LIGHTOUER VISION SNARE 2' x 4' 4' DEEP PARPBOUC ( 32W T -8 ALUMINUM - 2 2' x 2' FLUORESCENT LIGHTOUER VISION SMART 2' x 2' 4' DEEP PARABOLIC (2) 32W T-8 ALUMINUM ,.. 3 WALL MOUNTED UPUGHT EUJPNPAR STYLE 113 F- 113- H232- E- 01 -1 -VO-0 (2) 32W HEX COMPACT FLUOR CHROME 4 RECESSED FLUORESCENT 1EGHI0UER 6' DIA 8031CLW -6132 (1) 26FTT - 3000K - 26W WHITE 'QE INDICATES Y BA FIXTURE W/ ENEMY BATTERY PACK 5 RECESSED FLUORESCENT WALL WASHER UGHTOUER 6' DIA, 8087CLW -71328 (1) 26FfT - 3000K - 26W WHITE - 6 WALL MOUNT ARTEMIDE MHO 70 (1) T -8 TUBE - 17W CHROME - 7 UNDERCOUNTER FLUORESCENT UGHTOUER TASKMASTER - 1SL0018W BPR (2) 8PH -18W WHITE 42" NOMINAL LENGTH I I � I 7 =1 k I I , �� rr�lllllllllll��o - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� -� it ��w RETURN mo ME I I, I I MI KIER 1 IIM 111111. Am � INVISMINIIIIII FM -- I I1 r EMIR I II I 1 ICE J I I II It CC EXISTING 20' x RETURN NR GRI VERIFY NO. & LOGY ON FOR FLOOR 0 AS REQUIRED FOR EQUIPMENT TYP. TREADMILL, TV, ET .' VERIFY EXISTING MECH. DUCT. LAYOUT STING 20 x 10' ETURN AIR GRILL NG 20' x 10' AIR GRILL - E — � I I IE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� C � \ �� .n. min mums offranfilimmi tompamirmat I� I RETURN _ R I 2 N 11111111 III. ME= E 1 E \�I 'I (C REFLECTED CEILING PLAN LEGEND LAY -IN FLUORESCENT LIGHT ROME E - DENOTES RUNG 1 X 4 SURFACE FLUORESCENT 0 TOGLSSTD DOWNUGHE • RECESSED NLIUSIBIE DOWNUGHT • RECESSED. WALL WASHER WAIL MOUNTED FIXTURE SWNTCHED UNOER(OUNTER FLUORESCENT ILLUMINATED RET SEU O SMOKE DETECTOR EH EMERGENCY LIGHT WITH BATTERY BACKUP F) EXHNIST FUR WC SUPPLY INFUSER NON; RERAN GRILL ENID EJMNIST FAN. POWER / COMMUNICATIONS LEGEND O E H DUPLEX OUTLET DUPLEX OU5ET - EUXUNG DUPLEX OUTLET - DEDICATED 4-PLE( OUTLET 2200 OUTLET 2000-355 1fr ifr fr D LIGHT SWITCH /SENSOR LOCATION UGHI SWTCH /SENSOR - E%ISON0 SWITCH - W /DINNER TELEPHONE OUTLET TELEPHONE CUTLET - CABINET DATA OUTLET DATA. OUTLET OUDEI - CABINET ELECTRICAL /RC /MECH. PLAN 1/4" = 1'-0' RC PLAN NOTES 1. CENTER CEILING GRID LAYOUTS IN EACH DIRECTION AT EVERY ROOM. 2. ALL SUSPENDED CEILINGS MUST CONFORM WITH UBC TABLE 25-A & 16 -C. EXISTING ELECT. METER HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA 98168 ELECTRICAL NOTES SHEET TITLE REFLECTED CEILING & ELECTRICAL PLAN 1. PROVIDE EXIT LIGHTING AS REQUIRED BY CODE. 2. PROVIDE EMERGENCY CORRIDOR LIGHTING AS REQUIRED BY CODE. 3. ALL WORK TO CONFORM TO CURRENT ELECTRICAL CODES AND ENERGY REQUIREMENTS. 4. TELEPHONE AND DATA LOCATIONS CONDUIT TO BE PROVIDED IN LOCATIONS SHOWN MTH PULL STRING. COORDINATE WITH THE OWNER PRIOR TO COMMENCING WORK. 5. MATCH EXISTING OUTLET STYLE AND FINISH FOR ALL COVER PLATES. 6. PROVIDE SMOKE DETECTORS AS REQUIRED BY CODE 7. ALL EXISTING FIXTURE AND OUTLETS SCHEDULED TO REMAIN SHALL BE IN WORKING ORDER, FIXTURES DAMAGED OR NOT OPERATIONAL SHALL BE REPAIRED DURING THE COURSE OF THE WORK. MECHANICAL NOTES 1. MODIFICATIONS TO THE MECHANICAL SYSTEM ARE TO BE DESIGN BUILD. THE MECHANICAL CONTRACTOR SHALL PROVIDE SHOP. DRAWINGS AND COORDINATE LOCATIONS IN THE FIELD WITH THE ARCHITECT. 2. CONTRACTOR. SHALL OBTAIN ALL APPROVALS AND PERMITS FOR THE MECHANICAL DESIGN FROM THE LOCAL JURISDICTION. 3. EXISTING AND NEW DIFFUSER LOCATIONS SHOWN IN THE DRAVANGS ARE FOR THE CONVENIENCE OF THE MECHANICAL CONTRACTOR ONLY. PROVIDE ADDUONAL SUPPLY AND RETURN NR DIFFUSERS AS NECESSARY FOR A BALANCED SYSTEM. 4. RE -USE OR MATCH EXISTING DIFFUSERS STYLE AND FINISH. 5. SYSTEM SHALL BE BALANCED BY THE MECHANICAL CONTRACTOR PRIOR TO ACCEPTANCE BY. THE OWNER. PHASE DATE NOVEMBER 6, 2000 REVISIONS RECGTITO, clTVOl =n ' _ S ZULU HERMIT CENTER SELKIRK MILLER HAYASHI 118 North 38th Sheet, Sub 200 See n, Washington 88103 Tel: 208634-0177 Far 206-6340167 SHEET NO. RC 1.0 © 2000 SELKIRK MILER HAYASHI ARCHRECRS GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE UNIFORM BUILDING CODE (1997 EDITION). 3. DESIGN LOADING CRITERIA FLOOR LIVE LOAD 50 PSF ROOF UVE LOAD 25 PSF WIND 80 MPH, EXPOSURE "B" EARTHQUAKE ZONE 3, R =5.5 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBIUTY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS. MEMBER SIZES. AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS. TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBIUTY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT. SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY, THIS REQUIREMENT. 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS. SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW. AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.. GEOTECHNICAL. 17A. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUAUFIEDSOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN '..FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COULMNS OR WALLS ABOVE ALLOWABLE SOIL PRESSURE. 2000 PSF RENOVATION 19. DEMOUTION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE - PLANS. - SAW - CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOUTION DEBRIS) ON EXISTING FLOOR TO 40 PSF. CONCRETE 23D. CONCRETE SHALL BE MIXED, PROPORTIONED,: CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 ARE ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f' c=3,000 PSI AND MIX SHALL HAVE A MAXIMUM ABSOLUTE WATER: CEMENT RATIO OF 0.58 FOR NON - AIR':. ENTRAINED CONCRETE AND 0.46 FOR AIR- ENTRAINED CONCRETE CONCRETE SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS: THE MINIMUM AMOUNTS. OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY '.. CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT,.', FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 1905.3. REVIEW OF .MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPUER MAINTAINS FULL FOR SPECIFIED PERFORMANCE. 24A. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, Fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON. THE DRAWINGS SHALL BE GRADE 40, Fy=40,000' PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, Fy= 60,000 PSI. 26A. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER SURFACES CAST AGAINST & EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BAR OR LARGER) 3" (#5 BAR OR SMALLER 3" ANCHORAGE 28. EPDXY - GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. ER 5279. SPECIAL INSPECTION OF INSTALLATION REQUIRED. WOOD 56. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN WITH W_C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS:! (2X 7 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI BEAMS:: (INCL. 6X & LARGER) DOUGLAS FIR Na 1 MINIMUM BASE VALUE, Fc = 1350 PSI (4X MEMBERS) DOUGLAS AR NO. 2 MINIMUM BASE VALUE, Fc = 1300 PSI STUDS, PLATES & MISC. FRAMING: DOUG -FIR'. OR HEM -FIR NO. 2 61. GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN COMFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPANS BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, FB =2,400 PSI, FV =165 PSI ALL CANTALEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, FB= 2,400, FV =165 PSI. CAMBER AND SIMPLE SPAN GLULAM BEANS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISEON THE PLAN. GLULAM COLUMNS SHALL BE DOUGLAS FIR COMBINATION #5 FC =2,400 PSI, E= 2,000,000 PSI 63. STRUCTURAL PLYWOOD SHEATHING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL II EXTERIOR GLUE IN CONFORMANCE WITH UBC STANDARD 23 -2. ORIENTED STRANDED BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 64. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 66. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO.0 -98. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS " SERIES JOIST HANGERS. ALL PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. 67. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d' 2-1/2" 0.131 16d BOX 3 -1/2" 0.132" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. C. NAILS - PLYWOOD (APA RATED SHEATHING). FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED 68. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23- 11 -B -1 OF THE UBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (1997 EDITION.) WITH A LEAD BORE HOLE OF 60 %TO 70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2.4 STUDS ®'16" O.C. AT INTERIOR WALLS AND ALL EXISTING EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT. OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT. OF ALL STUD WALLS OVER 8' - IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP. PLATE TO EACH. STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD', TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP. PLATE WITH 16d 0 12" 0.C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE SIX 16d NAILS ®.4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS B 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) SI 4' -O" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT- UP POSTS SHALL BE NAILED TO EACH OTHER. WITH 16d XI 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON IN- TERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS B 7" O.C. USE 5d COOLER NAILS OR 1/2" ORB AND 6d COOLER NAILS FOR 5/8" OWB. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING ( (SPAN RATING 24/0) ON. EXTERIOR SURFACES. NAILED. AT ALL PANEL EDGES. BLO UN- SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH Rd B :6 O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d ®:12" O.C. ALLOW 1/8" SPACING AT ALL PANEL. EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING B 8' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO. 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH 16d B 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS B 6" O.C. TO. FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS. AND B 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND-GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW. 1/8" SPACING AT ALL PANEL EDGES AND ENDS. OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS. WITH 16d CO 12" O.C.UNLESS OTHERWISE NOTED. AT. BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA 98168 SHEET TITLE STRUCTURAL NOTES 000 -as PHASE DATE NOVEMBER 6, 2000 REVISIONS ECENE� GflY R OF TUIOI5 H g LUDO PERMIT CENTER SELKIRK MILLER HAYASHI 116 North 35th Street, Sofa 200 Seattle, Washington 66103 Tel: 206 -0340177 Fax: 2064340167 BRUC' N. HA ' HI STATE OF WASHINGTON SHEET NO. © 2000 SELKIRK MILLER HAYASHI ARCHITECTS rt P EXISTING 2 x 10 AT 16" O.C. 8 C PP E LP F 17-1 I EXISTING 6 x 16 BEAM TYP. LP L1 I I H H MONO 6 x 16 BEAM TtP7 L:_i w PP L EXISTING 6 x 16 BEAM TAP. iLP ED FOUNDATION & FLOOR FRAMING PLAN EB 1 H LP Pi -- I EXISTING 4 x 6 POST ' AT FOUNDATION WAII. (4) PLACES M EXISTING FOUNDATION WALL 1 1 1 DUSTING 2'-6" SO. x 1-0 DEEP FOOTING TAP. V191IFY LOCATIONS ri LT L Tac)(Do - s s EXISTING 2 x 10 AT 16 S.C. NO CHANGES ARE BEING MADE TO EXISTING FOUNDATION & FLOOR FRAMING i • ---) 2 ; ) i5) HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13060 MILITARY ROAD S. TUKWILLA, WA 98168 SHEET TITLE FOUNDATION & FLOOR FRAMING PLAN PHASE DATE NOVEMBER 6, 2000 REVISIONS SELKIRK MILLER HAYASHI 522 118 North 351h S3siat, Sol. 200 Seaga, Washington 98103 Telt 2064334-0177 Far 208-634-0187 ISTEREO CHITECk BRUC H ASHI STATE OF WASHINGTON S2.0 co PERMIT CENTER SHEET NO. © 2000 SELKIRK MILLER HAYASHI AFICKTECTS N EXISTING 2 x 8 AT 24* O.C. - — - - — NEW 5 1/8 x 18" GL D T E 5 1/8" x 18' GA_ camp 5 1/8' x 18 I MINNA I NEW 5 1/8Ix 12 G.L. g I ■•■ Jr—r EXISTING 5 1/8' x If G.L F easnrio SKYtJOFr OPENING EXISTING 4 x 12 J■ 1 , I I 1.1••• O ROOF FRAMING PLAN (2) 2 x 10 TAP. cos, WTI 5 1/8' x 18 G.L H EXISTING DASHED LINES INDICATE BEARING WALLS BELOW TYP. EXISTING (2) 2 x 10 TAP. 1 Alb N27,, j NEW 5 1/8" x 1C" G.L A 5 DOSING 2 x 8 AT 24° S.C. ■` 1 11 :,1 \ - NEW (2) 2 x 10 2 4 ) HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA 98168 SHEET TITLE ROOF FRAMING PLAN PHASE DATE NOVEMBER 6, 2000 REVISIONS RE CITYOT '" PERMIT CENTER SELKIRK HULLER HAYASI!! 118 Narlh 36th S2661 Suite 200 Seattle, Washington 28103 206-6344177 Far 206 REGISTERED AR ITECT A irk UC N. P Y HI STATE OF WASHINGTON SHEET NO. S3.0 © MOO SELKIRK MIL...WASH' ARCHITECTS D OOO5 5 �? O CONNECTION DETAIL 1" = , r l/4' KERF PLATE —•1 3/8' x 5 1/2' PLATE 3 1r 3/8'x 51 /Y KERF PLATE 3 /4' DIA N.B. RECESS HEAD & WASHER 6 6' EXISTING ROOF JOISTS BEAN PER ROOF FRAMING PLAN PREFABRICATED STEEL CONNECTOR SEE DETAIL 3 6-x 6 COLUMN CONF. TO 6 x 16 BEND AT FLOOR FRAMING 6 x 6 COLUMN CONE TO EXISTING 6 x 16 BEAM VERIFY EXISTING COMMONS ALIGN W /EXISNNG COLUMN BELOW EXISTING 2 x 10 FLOOR JOISTS BC SERIES CAR AS REQUIRED TO HI .M'& POST EXISTING 6 x 16 BEAN (1YP.) EXISTING COLUMN /BEAT CONNECTION EXISTING COLUMN /FOOTING CONNECTION EXISTING FOOTING CONNECTION DETAIL GLU —LAM BEAN PER ROOF FRAMING PLAN 3/4 ,DMA N.B. RECESS HEAD & WASHER 6 X 6 COLUMN CONT. TO 6 x 16 BEAN AT FLOOR FRANINS O CONNECTION DETAIL 1" = 1' -0" 0)C 1 HIGHLINE PHYSICAL THERAPY CLINIC HIGHLINE COMMUNITY HOSPITAL RIVERTON SPECIALTY CENTER 13050 MILITARY ROAD S. TUKWILLA, WA 98168 SHEET TITLE STRUCTURAL DETAILS PHASE DATE NOVEMBER 6, 2000 REVISIONS SELKIRK MILLER HAYASHI 118 North 35th Street, Sufis 2W SAMOA, WAAOOD n 88103 Tel, 208834-0177 Fax: 208834-0187 REGISTERED HITEFT SHEET NO. S4.O © 2000 SELKIRK MILLER HAYASHI ARCHITECTS RECEIVD i CITY OF TU NOV - 9 2000 PERMIT CENTER