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HomeMy WebLinkAboutPermit D97-0252 - MUSICIANS FRIEND - SALES AREAS. City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0070 Address: 230 ANDOVER PK W Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: Water: N/A Sewer: Wetlands: Slopes: ACOM DEVPERM TUC Contractor License No: KBINTCC160QF OCCUPANT MUSICIAN'S FRIEND 230 'ANDOVER PK W, TUKWILA WA'98188 OWNER SEATTLE. FUR EXCHANGE C /O'BEST PRODUCTS CO INC,. PO BOX 26303, CONTACT JON WHITE -.931 CHEVY WY; MEDF.ORD : OR 97504 CONTRACTOR ..K B 'INTERIOR CONSTRUCTION CO. •:..P.0 : BOX 14135, SEATTLE, WA 981140135 *************.********.***************************•********** * ** * * *. * * * * * * * * * * * * * * * * * * ** Permit Description: INTERIOR ALTERATION OF EXISTING TENANT SPACE TO CREATE :NEW SALES AREAS. DEMISING WALL TO. SEPARATE NEW TENANT' SPACES TO BE APPLIED FOR UNDER A' SEPARATE PERMIT. ***************^************************************** * * * ** * ** * * * * * ** * * *** * * ** ** * ** ** Construction Valuation: 200,000 :00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate).,.Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N . F :iretoop Hydrant: N No: Size(in): .00 F.lood'Control Zone: N Hauling: N Start Time: . End Timer Land Altering: N Cut: Fill: 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 ***************************************************.** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,293.46 ************************************************' k***** * * ** * * * * * * * * *• * * * * * * * * * * * * * * * ** Permit Center Authorized Signature DEVELOPMENT PERMIT I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I a) authorized to sign for and obtain this development permit. 1 . N/A N Signature Print Nam' L }�•1 `. ✓ ` ----- Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: (206) 431 -3670 D97 -0252 ISSUED 08/27/1997 02/23/1998 STORE 1994 SPRINKLERED .0 RICHMOND VA." Phone: 541 772 -5173 'Phone.: 206 726 -8000 k g.25abiaDate:q aT ct"1 Date: 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. CERTIFICATE OF OCCUPANCY. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, 'SUITE 100 TUKWILA, WASHINGTON 98138 ..,rua�•wc•wc.� u' :cow THISS CERTIFICATE ISSUED.: P+UR•CUANT. Ti THE REOUIPEMENT'; "OF SECTION 109 OF THE UNIFORM BUILDING" CODE CERTIFYING THAT : AT ::THE TIME OF ,ISSUANCE THIS STRUCTURE " WAS IN COMPLIANCE WXTii THE :VARIOUS`' ORDINANCES OF' THE:'CITY,REGULATING BUILDING CONSTRUCTION OR- 'USE"; :AND ALL .APPLICABLE. CIT,Y,IRE CODES FOR :-.1 FOLLOWING: Occupant MU .ICIAN,S FRIEND B.t d i tsg Add + 230 .. P! W • Parcei Owneir' S EPTTLE FUR E (CHANGE . Occupancy :STORE .� n,cy Gr-,o,u p; ccu M 0 8 INTERIOR OF EXISTING TENANT '',PACE TO CREATE NEW `';ALE'S .AREAS.. DEMISING,-WALL TO SEPARATE, NEW.: TENANT''.:•PACES' TO BE APPLIED; FOR UNDER A SEPARATE ( PERMIT. BUILDING Permit No: b97, -0252 Suite No : Occupant Loath Type of Cortst: — z9 -q8 CIAL DATE THIS CERTIFICATE MUST BE CONSPICUOUSLY. POSTED ON THE PREMISES CITY OF TUKWILA Address: 230 ANDOVER Pi•'. W Permit No: D97 -0252 :`Suite: Tenant:., Status: I SSUED type: DEVPERM App 1 i ed : 07/28%1997_ Parce:l`' #,: 022310- 0070. Issued: 08/27/1997 `****• k*. k'• k******- k**• k` k* 4 k*'*k**.• k* A* *•k * *"k * * *•k *•k•k *•k•k*kk * *• ** **•AkAk•k"N**k"k * *•k *•k *•k"k"k Permit Conditions: 1 No changes will be made to the plans unless approved by the Architect or Engineer and t.h.e..Tukwi;la,.Building Division. . Plumbing permits shall Abe ob tain'ed trhrough he Seattle -King County Department .of Public Health. Plumbing: will • be inspected' by that agency, ;incl al l" gas°'pipin ':.(296 -4722) . Electrical :permits ; :sha1:1 be abt a"ined .through :theWashington 'State` Div.i0ori of:.,Labbo.r and Industries and all e'lec.tri "cal work .will . be inspe'cted` by, that agency` , (248 - '6630') . All :mech a'1. work shall be under. separate permit the Cit4y 'Tukwila All perWits, inspection r ecor�ds, and: approved plans shall avai fable t' "at the -,te job si` 'p tor' - the start of . ,con- struct;ion These documents are,„-to be ma1ntained`'and able``'unt.11' f,:ina:l ins approval" is granted. ▪ All cans to be ,i'n' conformance with approved p.140 and '`requi rem,ent,s`'"o f the,Un i,fo'r m Building Code; ( 1994 Ed st.,ion) as a)iiend•e'd, Uniform M,e.chanicarl:,.Code (1994 E and'Wast�" n,gton 'Sta,te En.er 1('1`. Edi.:tion). ;4 , • Al I� :' or k Oat is an gr e11,ti,partY of; th;i,s •tenant improv but las, "defer:,ed`:.t' th'e bu 1ldi ig 'owne,,r to accomplish) ;. p. ,,. '�i ,. p A p p p r ct w� 1tl� have; °. :to Abe ��ni f ete ins ecte' "d: `an,da a roved x ~i r;" to. 'f,innf 1nsrpeot1 approval' and c_e:r;.t'i'f°i' cif s occupancy The ,e�; sha,lvtl vbe4 ^.no occupancy of ttie..,.bui.ldi`n. until ,thee f ina,l,'In'spe� has been complete) by`'�t.he-.Tukwi la Bu�i ld,in Ins e tor',. ' '. 9. ,. A CERTIFICATE OF OCCUPANCY WILL BE .REWIRED FOR ,THIS PERMIT;;;' 10. Validity, of Permit:. The issuance of a permit or approval- if plans, specifi`cat.ions ", and computations) shall not can strued to be a'permit for, or an approval >of, any violation of any of ;the provisions of t"he, b l d.i rig' code or - f of a,riy` other ordinance of the jurisdic " i tion. No permit presuming to give authority:to' violate or cancel tile provisions 0f'this code "shall be`:valid. Project Name/1 anent: 1,4v4,1 ci�e„v riLi�D 12 mil. sT Valve of Cornt on: 2 Pe! cnt9.AV Site Address: f � City Stale/Zip: -3 - 3 c� '4p A,1.'b PGA 414Zii+ eST Tex Parcel Number. Gr L3 /000` 0 Property Owner: 71/F 41414.4, W r,4 5 6 Ft{t r31lGt- Hr}ni[*rr 1N4. (wA Cop. P.) Phone: .b(o • 2 `t'-I • o Street Address: City Stats/Zip: 9. b. gox SS IS - 9 I 5ExtrrLa . WA 18i -At s Fax It: Contractor: Ka . .� Cl *& (k T. 4 . v. �1rlt '�1\ Phone: F) I I '55 T Xl Street Address: Ctty Stale/Zip: Fax r1: Ardhhecl: G rc/srs7rir c r fl at wee Phone: 2.474 . B OZ. . 01850 Street Addrses: City Slats/73p: 3 • i tasE Govt 11 /X- d�l�- .+1.- ,, Fax e: Z mG . 6 ft . 380E -- • Engineer. h/.a1 0! Phone 60/ 7 7 L . 7//5 Street Address: //L o .4fJ 4 AtG. , i�lO Zip: Fax fit S 9/. 777. 4707' Contact Person: )�H)TE j r mqt t ec 'X /i l �` 1 City Phone:(sYl� 7 7.2 - SI 73 Street Address: State/Zip: y3 / � N�-vy km y m674640, ore q 3s-c Fax Y: (5 4 /) -73-a. 2 Cc 98 Description of wort to be done: frvIrprze G AGTi,e.,4T /G•l Ac E,l.-/.177.1/!,. .en4 /4 J.• * Existing use: Ja Retail ❑ Restaurant ❑ Multi-family ❑ Warehouse ❑Fioepttal ❑ Church ❑ Manufacturing CI Motel/Hotel CI Office Other School/College/University ❑ Other COs Proposed use: Retail CI Restaurant ❑ Muiti•femlly ❑ Warehouse ❑Hospial 0 ❑ Church ❑ Manufacturing ❑ MotellHotel D Office ❑ SchooltCollep&NNvsrslty ❑ Other Will there be a change of use? CI yes ® no If yes, extent of change: (Attach additional shut if necessary) Will there be rack storage? ® yes ❑ no Existing the protection features: ® sprinklers 0 automatic Are alarm O none ❑ other (specify) Building Square Feet /0/ S 7 40 existing I Area of Construction: (sq. ft.) 1 1 L Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ® no Attach list of matarisis and store loca on separate 8 ft,1 X 11 paper indicating qurntktes & Malaria/ Safety Oats Sheets • ‘1,t tki-6cI Jul -24 -97 03:32P MADELINE SPEER ASSOC CITY OFD_. JKWILA "' Permit Center 8300 SouthcenterBlvd., Suite 100, Tukwila, WA 98188 (206) 431-3670 541 - 552 -9512 Project Numb r P«mfl Numbed Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application end plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. P. APPLICANT REQUEST FOR PUBLIC WORKS $ITE/CNIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined bli t e Public Works Department) CI ChannaltudontStriping ❑ Curb cut/Accraa/Sidewalk ❑ Fire Loop/Hydrant (main to vault*, Size(er ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer it ❑ Sewer Main Extension CI Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt 0: Slze(e)' 0 Deduct ❑ Water Meter /Permanent 0 Size(s)• CI Water Meter Temp 0 SIze(s)• Est quantity: ❑ Misceiansous CI Flood Control Zone ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Pubic 0 Private 0 Pubic 0 Water Only gel Schedule: Value of Construction -In all cases, a value of construction amount should be entered by the applicant. TNe figure veil be reviewed and is subject to paten* 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 iimitadon. The building official may extend the time tor 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 ecitlon). No application shall be extended more then once. I Doha+ s g I 1 I� g PLEASE SIGN BACK OF APPLICATION FORM DL"n715r'/G f.J41. Fb(Z `T lee tr xlST /, csl II) FIt-&IS 1) oz. r4 C PERMJT,DOC 1129/97 5t--f•,Kt+4Tt' ({rP.Mr r,.. R.Y ea. b rt y1 OwNFYZ, Jul -24 -97 03:32P MADELINE SPEER ASSOC Al t COMMFRCiAL MU Aral' V TENANT iMPROVEMENT/ALTERA ` PERMIT APPI !CATIONS MUST BE SULMTITTEO WiTH THE FOLLOWING• ✓Y ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER vl> ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN `) BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A Su5M17ED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there Is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H-10). Four (4) sets of working drawings (fivs(b) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 541 - 552 -9512 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analyses of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service awes 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) T. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries S. Identify location of sensitive area slopes 20% or greater, wetlanos, watercourses and their butters (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and butler (TMC 18.45.040). of those, identify by size and species which are to be removed and saved 10. Landscape plan with Irrigation and existing trees to be saved by site and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil/site plan information required for Public Works Review (Form H. 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Reck Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and welts being demolished ❑ ❑ Construction details ❑ ❑ SprInkler details - details of sprinkler hangers, specifically penetrations In structure, i.e., root; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as Identified by the Fire Department. ❑ ❑ Washington Stab Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - H iMen iflcation of use (check with Planning Department for thresholds). P.03 ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health Is located at 201 Smith Tower, Seattle, WA or call (206) 2064767. (Form 14-5) ❑ ❑ 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. "ANldevit in Lieu of Contractor Registration ". Rufld ", Own r /Autorlad Apart If the applicant is other Man the owner, rry/stered arcNlacr/sngln. r, or contractor licensed by the Stela of Washington, a notarized latter from the property owner authorizing the agar to submit this permit application and obtain the pemsl wilt be required as purr of this suorrnttal ! HERESY CERtiFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PEIQLIRY IV THE LAWS OF THE STATE OF WASHiNOTON, AND 1 AM AUTHORLZED TO APPLY FOR THIS PERMIT. ** A*** k k*** 44******* kk*** * *Jr* *•k * * * **k* * *AJk***•kk *k* CITY OF 1UKWILA. .WA r 1RANSMIT * * *k * * * * * * * * * * * *k * * * * ** *4** A * *A * * *k * * * * *k * *•k*•k * * *k * ** ** TRANSMIT Number: R9700620 Amount: 2 07/28/97 13:58 Payment Method. CHECK Notation: MUSICIANS FRIEND Init: KJP Permit, No D97-0252 Type: DEVPCRM DEVELOPMENT PERMIT, Parcel No 022310-0070 Site Address:. ' , ANDOVER PK W OZ Total Fees: 2 This Payment 2,2p-3.46 Total ALL Pmts: 2 Balance: .00 * ** 4************* * ** *A* *•k * *i * * .4* *** * * * * *A* * *4* *843 * **A* ** *k * * ** Account Code Description Amount 000/322.10.0 000/345.830 000/386.904 .BUILDING - NONRES PLAN CHECK NONRES STATE BUILDING SURCHARGE'. 1,387.25 501.71 4.50 25 :.L1 07/29 9719 TOTAL 2293.46 Project: , 1 � Type of inspect' n: � Address' cia � 7-~;-44‘e Date called: Special instructions: Date wanted: .. Requester: Phone No.: t!5 IAApproved per applicable codes. COMMENTS: Inspector; INSPECTION RECVnD Retain a copy with II. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 rf:t PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: s Z7-e/ (1 $42.00 REINSPECTION I E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , A ,, {^- ►/ RM 1Ct n-NS N-. t #9 Type of inspection: O ,R1 Address: z nr •e. w. Date called: Ir Jf� Special instructions: Date wanted: It /TM/ a.m. Requester: Phone No.: • • 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Soil "thcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECD Retain a copy with .knit I PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: rL 4 OA- • )r-tywvf L k ff A. CIC . 1 +7T1 N GI 47-A9 t rl/b0 ►/J G Do uc. G1 a.,c — tio►J S I Inspector: Date: 1 16 (. 7 P $42.00 REINSPECTION FEE REQUIRED. Prior to ins ecti fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ( 114 b Pt CIL 6(41 . C -14-.1 wt. . z P s 0 0 c „ rrrolt. <..R3 I i-c S iU tteCS11t -cerw 0 cults' • 3 c r �i orb A I�J►nSr (JtzrGN- Sr V 013 Date wanted: 1 a� 4) C (ZtKk-... i.v„ t i /liv t1■IG,IN 74+.3G R.-- IA us y e'. P c,Ia L.i v.. ,TS 5) 6":11%.‘ Um- - - Project: $ t Ct fps `l-r ►�`^ Type of inspection Ofrt. J Address: .2 O /9, P =.a . Date called: Special instructions: Date wanted: 1 a� Requester: Phone No.: PERMIT NO. (I .ter.- ,M...»,...,,..,. _ - INSPECTION REC Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: C Date: II ) (c $42.00 REINSPECTION` FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project 1M {n 51 � ; / t c, Type of inspectionL Address . , p p 4Uv Qt _ w . Date called: ( g - _c. 1 Special instructions: F t' (Q c`• • . ►�-. Date wanted: << i ot ,c1 1 1 ' r Requester: Phone No.: 4 __ b(0 a 0 13 Approved per applicable codes. INSPECTION REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188, b `rr viSi PERMIT NO. 431 -3670 C, MMENTS: , J r ► . f . RETIAA ILA. Corrections required prior to approval. Date: , f , k ( $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: / , ... Ty • e of inspec 'on: ' 4 A/ — A.. ..., Address: ' ate called: Special instructions: • Date wanted: Requester: Phone No.: INSPE TIC CITY OF TUKWILA BUILDING DIVISION • 6300'Southceriter Blvd., #100, Tukwila, WA 98188 COMMENTS: 4 Inspector: INSPECTION RECcicT Retain a copy with 6 6•Le- 1 4 1 9- 11- 1-- 6 Date: PERMIT NO. (206) 431-3670 Approved per applicable codes. KI Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ect • t\ ' u c la rn .Ari o nd ,Tyne of i e ctron: — c tN.� CZ x ress: oce Pv_ 1 Date called: c k � r ..., r q Special instructions: Date wanted: n ".Q — Qr p.m. Requesters ���' Phone No. • ` A \L\ — Di (p cm INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. C MMENTS: Inspector: Receipt No.: INSPECTION RECpulp Retain a copy with Ajnit I I Corrections required prior to approval. Date: • PERMIT NO. (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to in sp ectioh, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule teinspection, Date: tf ect: . . 5l c cor D___, Type of inspectior:. Nt1( Yv oTEMC V— d ress: % Ck OU-PkU)1 ate called: Specia instructions: _-.... ..- _ ....,...,,,,,.....,- ---.-.:3-0-. . E.o. „ \ ■ \ ..____ Date voted: ,..... ...q ri to - IL-D 'n. Reqt.....Ier: sOV\i'm Phone No.. .LAL\ „ . I 1 o INSPECTION REC rkp Retain a copy with Init INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per a licable codes. Receipt No.: I I (206) 431-3670 Corrections required prior to approval. COMMENTS: C hlYAikk — "":” (err Inspector: Date: /1:5 / .. 5 ) 57 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Rya !got: ' I I.A5 C ( n Typetf ; ( ( \ V\ I dd ess: yo e( C. Date called: pecia instructions: _ - . ; Date r-N c -- 1 — L--et i i 111. Reqt.e_r__:_ ONCYrN Phone No.: 14(40 - (ucc) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Inspector: I Receipt No.; INSPECTION RECrip Retain a copy with Jnit 0 (206) 431-3670 Approved per applicable codes. n7 Corrections required prior to approval. A, .4(1.• Date: $42.00 REINOWION rE REQUIRE.. Prior to inspection, f e must be paid at 6300 Southcenter Blvd., Suit9400. Callqo schedule reinspection. \ # 1Ate: • • ect:, i � \()X �Qnct T y e of in s e ction: c 1 u - e � i—�`V 1 rt yet (,) t o l ' q J Special instructions: D want R `�—rde1n Phone Nq ` "t '...c) (1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 [ Approved per applicable codes. COMMENTS: 0/4)41 694.,),A 3 _A, /5 h? 2 4' 6--v-e-(, 9/ $42. 0 INSPECTION E RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter :Blvd. Suite 100. Call to schedule reinspection. Inspector: Receipt No.: INSPECTION REC Retain a copy with, anit Corrections required prior to approval. Date: Date: (206) 431 -3670 COMMENTS: . Type of inspe Pty v Os Dv L- RR— . -, cr W .A..... ~ a' G 4 t F D 41.4C pr■1 N ar- A f A`N - n P - ( - 14 - • MO A•, P.M. &O G t S 8 f 0,C . lN\ AX,,,,,v,N,. Sp � � 1 ern lea Date wanted: i Requester: Phone No.: C ifilicibictan's Fr (end Type of inspe amt Adetsee�;� r(�IUV l SIC }��� le r [� ��. Y`/ li insstructions: JDate called: ' fY3 ...- � Sp � � 1 ern lea Date wanted: Requester: Phone No.: L), i , f� A INSPECTION RECPRp Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: I 1 I Receipt No.: IPSW PERMIT NO. (206) 431 -3670 Corrections required prior to approval. "1) c \ p �:- . Date: j O ( $42.00 REINSPECTION FEE REQUIRED. Prior to inspectioft, fee must be paid at 6300 Southcenter Blvd., Sujfe 100. Call to schedule reinspection. Date: • Projec 1 S ; C j S tine t , r ( f y y Type of ins /U 3 io : m „ '� 7,',C Address: Date called /c7 Date wanted: o) ?. / ! �1� ) 31 Special instructions: Requester: Phone No.: _! -0(0'10 �: 9d�14VrMMUt INSPECTION RECAP Retain a copy with a k..kit INSPECTFON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. COMMENTS: /4,1te 11 / Inspector: I $42.04 - INSPECTI• FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: a fl Corrections required prior to approval. Date: Date: • Project: t ;� , t eit )Type of i s ec i , Addres : Date called: ci a.. Special instructions: Date wanted: of �Z Requester: ‘ Ir I A. Phone No 4 ' D(o 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Receipt No.: INSPECTION REC Retain a copy with kjnit 0oa w e1 4(L-- wfru_ Date: }' z d S PERMIT NO. I (206) 431 -3670 Corrections required prior to approval. Inspector: Date: Tl21/5/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Prqject: M UI S f C� a'tk� E I Q�VI Type of ins tipn: ...., (N� f it > Vl SIA . Date called: A P . 3 1 e Ad ress 50 q 3 half f `vv r v : i . t/ Special instructions: Date wanted: 74 9 Requester: Phone No.:* r 0( 90 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 EKApproved per applicable codes. COMMENTS: \)\1` 21- �l_. Wt�,.�,.1_ , Inspector: Date• I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: • INSPECTION RECD►' RID Ir, PERMIT NO. I (206) 431 -3670 Date: Corrections required prior to approval. rolect: ' Typ of -ins ection: . Address: Od�rt_)L'r UL) • d D all • — � p -C11 Special instructions: D wan e -^ ....co v 0 ry l Rens INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 )<Approved per applicable codes. COMMENTS: Inspecto I Receipt No.: INSPECTION REC Retain a copy with it PERMI Corrections required prior to approval. A/0 - Date: G Date: (206) 431 -3670 $42.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee (rust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: toS1G( S rV Type of insp S do � t . W d q _ i 91 d Ad r -� avw ft:- co , Date called: Special instructions: Date wanted: q a I /(ri - � a.m.' Requester: Phone No.: 51-11— A'zO- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. COMMENTS: "1 _ . wpAk._ e4.hc s Pin_ SL I Inspector: INSPECTION REC Retain a copy with it PERMIT NO. (206) 431 -3670 Date: eif ( t $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: .:w.v F.`.;c k•r e ' . -'67-' :a:q'rS v!It. °:p.r q ;. i'�- ,',`�.•. Address FINALAPP.FRM City of Tukwila Fire Department % Monitor: I Pre -Fire: Permits: (1144/U-ko.-/L4L- Authorized Signature TUKWILA' FIRE. DEPARTMENT FINAL APPROVAL FORM f Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm:. / fl1? / /t /G A - Hood & Duct: I" Halon: Ai f i p I T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief // Date Permit No. .i) /7" Project Name / t=omb Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 I ACTIVITY NUMBER Dil a` ©Z 52. DATE 8 4/ ' PROJECT NAME PO) C &'S Pm") - Grego*" el DEPARTMENT: B 1LDING DIVISIO PUB W ORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE PI COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE pi NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4 �' 7T APPROVED I I APPROVED W/ CONDITIONS C. NOT APPROVED (attach comments) [11 REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F 4 Codrowfior PLAN REVIEW / ROUTING SLIP FIRE PREVENTION ' I PLANNING DIVISION 7 N gab1 AA C - , 9_7 STRUCTURAL C PERMIT COORDINATOR NO DUEDATE 69 NOT COMPLETE n NOT APPLICABLE (If routed by staff, make copy to master file & enter Sierra.) DATE (Ccreiadon of occupancy requited. ) 74.0„c''inl F kci% �°b n�i tit � fti�.x3�i 4 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER St DATE 8 4147 PROJECT NAME (AV 5t' I S Fr. ' Coftecteen DEPARTMENT: BUILDING DIVISION FIRE PREVENTION I 1 PUBLIC WORKS STRUCTURAL E DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ri COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE NOT COMPLETE E NOT APPLICABLE ROUTED BY STAFF 1 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED WI CONDITIONS REVIEWERS INITIAL CORRECTION DETER'YMNATION: APPROVED I 1 APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE PLANNING DIVISION' .PERMIT COORDINATOR Q DUE DATE O9P NO FURTHER REVIEW REQUIRED DUE DATE WrA NOT APPROVED (attach comments) DATE gi/Z6/ DUE DATE NOT APPROVED (attach comments) Q (C:st ftasioa of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER '0% Z o St DATE a/ithil PROJECT NAME PAU 5r c row Fr. • Getectecteft 1. DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PLANNING DIVISION' PUBLIC WORKS STRUCTURAL n PERMIT COORDINATOR Q DETERMINATION NATION OF COMPLETENESS: (T,Th) COMPLETE E NOT COMPLETE Fl COMMENTS TUES /TH ROUTING: PLEASE ROUTE ROUTED BY STAFF l l (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F L 46 1 . DATE /24/7 DATE DUE DATE 464/17 NOT APPLICABLE NO FURTHER REVIEW REQUIRED-Er . APPROVALS OR CORRECTIONS: (ten days) DUE DATE EV071 APPROVED C APPROVED W/ CONDITIONS 1 NOT APPROVED (attach comments) DUE DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) DATE (C:rdficadon of occupancy rcquircd. — ) I 1 COMPLETE COMMENTS ' REVIEWERS INITIAL REVIEWERS INITIAL nu4�f��` h,', l'' �wi4, �{.` Y,`.' , �1; �±+ t. � >....'.:"kM;`�i:•1�3..,3.Vr+vsk 4 S . PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1) 41. 1 1.1 6252.1 DATE ekbp PROJECT NAME 1 C OW I S Fro '/eC41 * . DEPARTMENT: BUILDING DIVISION FIRE PREVENTION n PLANNING DIVISION' jg, PUBLIC WORKS n l STRUCTURAL n PERMIT COORDINATOR DETERMINATION OF COMPLETENESS: (T,Th) TOES /TIILTRS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED 1? ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED ' l l APPROVED W/ CONDITIONS • NOT COMPLETE NOT APPLICABLE DATE 9/7.6 (err DUE DATE �� DUE DATE Ef IVil APPROVED APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERMINATION: DATE DATE DUE DATE NOT APPROVED (attach comments) (C:nii c rion of occupancy required. ) 1 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PUBLIC WORKS K ti, STRUCTURAL PLAN REVIEW / ROUTING SLIP C ACTIVITY NUMBER T391 ai O Z 52 DATE 8 4/ / PROJECT NAME OAV5r cow iS Frini) ' CW PLANNING DIVISION' PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 86 6/ 9 COMPLETEK, NOT COMPLETE L___l • NOT APPLICABLE COMMENTS TUES /TEURS ROUTING: PLEASE ROUTE [1 NO FURTHER REVIEW REQUIRE ROUTED BY STAFF REVIEWER APPROVAL OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL staff, make copy to master file & enter Sierra.) DATE DATE DATE 'An DUE DATE NOT APPROVED (attach comments) APPROVED W/ CONDITIONS NOT APPROVED (attach comments) DUE DATE (Cetdficadoa of occupuuy required. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION Zi PUBLIC WORKS 11 PJ R 1(i-ct? DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E OA � REVIEWERS INITIAL APPROVED REVIEWERS INITIAL • Per** CwY CCi7 PLAN REVIEW / ROUTING SLIP D97 -0252 MUSICIAN'S FRIEND FIRE PREVENTION lAuJC STRUCTURAL Un TUES /THURS ROUTING: PLEASE ROUTE pi ROUTED BY STAFF fi (If routed by staff, make copy to master file & enter Sierra.) DATE P IAININ M PERMIT COORDINATOR II DATE 7/28/97 DUE DATE 7/29/97 1 NO FURTHER REVIEW REQUIRED E APPROVALS OR CORRECTIONS: (ten days) APPROVED r7 APPROVED W/ CONDITIONS 1 NOT APPROVED (attach comments) Z CC ( 'C- -(Cfi L ' (. maiVic/ - 1I - ql..) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE 11 DATE DUE DATE 8/12/97 DUE DATE NOT APPROVED (attach comments) (Certification of occupancy required. ) e U2 6 PROJECT NAME ACTIVITY NUMBER DEPARTMENT: BUILDING DIVISION • PUBLIC WORKS COMPLETE COMMENTS TS Cvlec J4:1 i?a: D97 -0252 MUSICIAN'S FRIEND DETERMINATION OF COMPLETENESS: (T,Th) FIRE PREVENTION ` I STRUCTURAL E S PLAN REVT.W / ROUTING SLIP DATE 7/28/97 PLANNING DIVISION PERMIT COORDINATOR DUEDATE 7/29/97 El • NOT COMPLETE NOT APPLICABLE L___1 ��? ��� rc7l ��''�K Gt} ►'n�Ja.� -ny ►�n t 5i 4) Q0c1.) � clr, ck / 6Y. Cci;Y i%S4411 TUES /TUURS ROUTING: PLEASE ROUTE ROUTED BY STAFF REVIEWERS INITIAL t APPROVALS OR CORRECTIONS: (ten days) DUE DATE 8/12/97 APPROVED n REVIEWERS INITIAL APPROVED C:ROUTE -F REVIEWERS INITIAL APPROVED W/ CONDITIONS H. NOT APPROVED (attach comments) (If routed by staff, make copy to master file & enter Sierra.) / 1 DATE /2 i `7 r CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE DATE NO FURTHER REVIEW REQUIRED „2 (Certification of occupancy required. DUE DATE NOT APPROVED (attach comments) Q 5 ;,4^x•' 1 y ^ l.iY ! S PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0252 PROJECT NAME MUSICIAN'S FRIEND DEPARTMENT: BUILDING DIVISION PUBLIC WORKS I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS ROUTED BY STAFF REVIEWERS INITIAL REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F L APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED W/ CONDITIONS :t.; ft4 g Pe. a .'3 ; ,r' M t .,0 2 0 .v 7,. , *_4 d ��.s .... t� ..Y' b. STRUCTURAL DATE DATE FIRE PREVENTION E C DATE 7/28/97 tostativ PLANNING DIVISION II PERMIT COORDINATOR C DUE DATE 7/29/97 NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE'te NO FURTHER REVIEW REQUIRED Et (If routed by staff, make copy to master file & enter Sierra.) DATE 5(((I t DUEDATE 8/12/97 APPROVED E APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) C DUE DATE NOT APPROVED (attach comments) C (Cercificadon of occupancy requircd. ) r, ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION — PUBLIC WORKS t DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED -E ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CO • • CTIONS: (ten days) APPROVED n APPRtI VED W/ CONDTI'IONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F PLAN REVWW / ROUTING SLIP L D97 -0252 MUSICIAN'S FRIEND FIRE PREVENTION PLANNING DIVISION' El STRUCTURAL C . PERMIT COORDINATOR Q APPROVED W/ CONDITIONS DATE DATE DATE DATE 7/28/97 DUE DATE 7/29/97 NOT APPLICABLE 7A/f7 DUE DATE 8/12/97 NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Ccrd!icadon of occupancy required. ) MiY,a SxrTat.l, PLAN REVI KW / ROUTING SLIP ACTIVITY NUMBER D97 -0252 PROJECT NAME MusICIAN's FRIEND DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PUBLIC WORKS II STRUCTURAL C S DATE 7/28/97 PLANNING DIVISION PERMIT COORDINATOR fI t DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /'TXURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF routed by staff, make copy to master die & enter Sierra.) DATE 7 41/11 A REVIEWERS APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED C:ROUTE -F REVIEWERS INITIAL • NOT COMPLETE APPROVED WI CONDITIONS L. NOT APPROVED (attach comments) APPROVED W/ CONDITIONS DATE DATE DUE DATE 7/29/97 NOT APPLICABLE fl DUE DATE 8/12/97 DUE DATE NOT APPROVED (attach comments) C (Cerdficacioa of occupancy required. ) �4 Weenreed4 & , 1444c4te4, Tee. CONSULTING ENGINEERS JOB MIA‘MALS FL.00 MAI NO I " 416 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772-7115 FAX: (541) 779-4079 a 1,604 • • UN - urrvoo<6,ific.p--- , 566 Ifigu reg- tc:rroft‘i pge 52 .rgeti Der 1 . 1.0111 la - W/11 1 41 t4I4e. (0-gtaeg Pi(c .1; 95 i9i= VJ r5r-Avii) 1 War orriPl 1,05" redia 6 s .1 )1 = gi rr <sp ?i1 2 G 1r 14 . 19 epr Lop corlotf72-.Err 9/1.5krfriP.= 4 ' 4 • cirpfe..* r. 0 14 541 151f CHECKED BY DATE DATE 74-17 CALCULATED BY SCALE R: pjjv CfM01 jee 5e1C 56'47 __Sf ) A0 Whirr 16 rt.r-- (itvc-Ryti /4;1 (i5ez )1 RECEIVED CITY OF TUKWILA, " •5• PERMIT CENTER No i p m Sheet of " • ‘ ' 71414.fued4, & Atuweitel, CONSULTING ENGINEERS MOM ti 5L Col BSS 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772 -7115 FAX: (541) 779 -4079 1it* - r yr.-14" v� Y wfreG (5 75r IA!1,) Adtd:c;---12-Le �� G M pe' s 112 00, .__.._ - -. - - - -. ._.. - -- sl s lo 6'6 ,33 41+ __ _35t 10/dr, - 56- IA) 56cr Fr: 55 5(S) =28,8 .= . _ 48,. 6)2:922 __'58TU 16 MAI NO. f" CALCULATED BY, DATE 7-1 1-97 7 CHECKED BY DATE SCALE _ - 4 �y �� - -- _12at ' ... M4 az O Subject Sheet No L of • 7/teasfuuea4 & Adoetccted Tee. CONSULTING ENGINEERS 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772 -7115 FAX: (541) 779 -4079 JOB / L U51(4 445 626/54#7 MAI NO. 7 -II -97 IF Aw -lV v =% 70 5$TU1 C°ak CALCULATED BY f - f/ { DATE CHECKED BY J DATE SCALE 9_ PP __ ----- L 12bd# U 5 —_ .p 40. �� z C•40 6 ► ! 951 1 ff 4 -1° --1 14)5 V4"(44-* 0 5 6 " d Gz 5- C? 1M5 _.`✓rVP 0 I,1 n6 or $A'-!$ oxvv5 IgidA _c 21e i G co! j ._ -91'2 _ It _ 12 1_ 3 , - gt44 @./u6D Subject Sheet No of at VisualAnalysis 3.0.c Report July 15, 1997 7:01:57 pm Project: ENTRY File: Untitled.Vap Engineer: RTM Billing: wilson Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Material Properties Material Strengt Elastic Poisson Density ksf kit K /ft ^3 Steel -NA- 4176000.00 0.300 0.490 Section Properties Category Section Theta As Shear A Iz Sy+ Sy- deg ftA2 ftA2 ftA4 ft "3 ftA3 AISC Sha TS3x3x. 0.000 0.018 0.000 0.000 0.001 0.001 TS5x3x. 0.000 0.025 0.000 0.001 0.003 0.003 Nodes Node Load Case X ft N1 0.000 0.000 Yes N2 6.000 0.000 " N3 0.000 9.000 No N4 6.000 9.000 " Member Elements Nodal Loads Member Section Material (1)Node (2)Node Length Weight Dxl Dyl Rzl Dx2 Dy2 Rz2 ft K M1 TS3x3x. Steel N1 N3 9.000 0.079 Fix Fix Fix Fix Fix Fix M2 " " N2 N4 9.000 0 . 0 7 9 " " " " " " M3 TS5x3x. " N3 II 6.000 0.073 " " " Service Case 1 N3 Member Uniform Loads This item is empty. Check the selection state, or report properties. Member Point Loads This item is empty. Check the selection state, or report properties. Member Linear Loads Y Fix DX Fix DY Fix RZ ft Yes No No „ Node Direction Magnitude +DX 0.320 K This item is empty. Check the selection state, or report properties. Service Load Cases Service Case 1 Dead loads None Nodal Displacements Member Internal Forces Member Load Case Nodal Reactions N2 Load Case Load Source Self Weight Load Load Combination Summary This item is empty. Check the selection state, or report properties. Node Load Case DX DY RZ ft ft dig N1 Service Case 1 0.000 0.000 -0.621 N2 II 0.000 0.000 -0.621 N3 u 0.067 0.000 • -0.037 N4 II 0.067 0.000 -0.037 Offset Fs Fy !!z ft X X K -ft M1 Service Case 1 0.000 0.480 -0.160 .000 1.000 0.480 -0.160 .160 2.000 0.480 -0.160 .320 3.000 0.480 -0.160 .480 4.000 0.480 -0.160 .640 " 5.000 0.480 -0.160 .800 if if 6.000 0.480 -0.160 .960 if 7.000 0.480 -0.160 .120 if 8.000 0.480 -0.160 .280 9.000 0.480 -0.160 .440 M2 u 0.000 -0.480 -0.160 .000 1.000 -0.480 -0.160 .160 if 2.000 -0.480 -0.160 .320 3.000 -0.480 -0.160 .480 4.000 -0.480 -0.160 .640 " 5.000 -0.480 -0.160 .800 6.000 -0.480 -0.160 .960 " 7.000 -0.480 -0.160 .120 8.000 -0.480 -0.160 .280 " 9.000 -0.480 -0.160 .440 M3 0.000 -0.160 0.480 .440 " 0.667 -0.160 0.480 .120 1.333 -0.160 0.480 .800 2.000 -0.160 0.480 .480 " 2.667 -0.160 0.480 .160 if if 3.333 -0.160 0.480 - .160 " 4.000 -0.160 0.480 - .480 4.667 -0.160 0.480 - .800 if " 5.333 -0.160 0.480 - .120 6.000 -0.160 0.480 - .440 Node Load Case FX FY NZ X X X -ft N1 Service Case 1 -0.160 -0.480 0.000 -0.160 0.480 0.000 Prirr Limrrivnotis-4161, dA,40 t, Le )00(461)= ,', a le 1.1 1/(1)12 =196,344 Fl 6,3 f 7 1 .7 E c 35 < I ci'l - Fp . vei6 - 1 . s3)6A1/4 czt, e rs5)el 011 1 rict V15O' ' rrleP ' 1 Ls 4 44 4 . l5' (L 6z1 %) = 571s11- = 115(3)1)5115 s ESD 61) -- ah wmioaw - _S 1a rr 7y1!S mot pL =!0 (14)8 = llam- 2574- 252 r tx [/;2-(/) 195 I ` : - YJ5 f7 1/4141uead & r4v4oetated. 7.,ca. CONSULTING ENGINEERS 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772 -7115 FAX: (541) 779 -4079 JOBilit ii J 1- / F?2 I/P5 MAINO. CALCULATED BY 1 DATE , -11-91 CHECKED BY /// ' /// DATE SCALE -9( • ut.4. 1 30 a 2.2 ff it (104 o i xe m tatt* l 51o4 6 4fsff _.. 10 1)5f ° 6D = 0#' ) t V5-1 / v Duo s■04 = "4 1 = 89*- 1 j-C) f 2?-s(;s) - , $s 6 90 s 1 1 Halo cowls ,V'7' 1-94 Subject Sheet No of • See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F 33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with Fy 33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas ore based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. -10- 1.625' .375' Min. S � ... SECTION 5 psf 5 psf 20 psI 25 psI 15 psf 40 psI 12in 16in 24in 20 psI 12in 16in 24in 12in 16in 24In 25 psI 12in 16in 24in 15BCC20 30 if 6'11' 6' 3' 5' 6' 6' 3" 5' 8' 5' 0' 40 psf 5' 6' 5' 0' 4' 4' 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in 1SBXC20 10' 5' 9' 6' 6' 3' 7' 3' 6' T 5' 9' 6' 7 5'11' 5' 2' 6' 1' 5' 6' 4'10' 5' 9' 5' 2' 4' 6' 5' 2' 4' 9' 4' 1' 158XC18 11' 3' 10' 3' 811' 710' 7' 1' 6' 7 7' 1' 6' 5' 5' 7 6' 7" 6' 0' 5' 2' 6' 2" 5' 7 4'11' 5' 7' 5' 1" 4' 5' 15BXC16 12' 1' 10'11' 9' T 8' 4' 7' 7 6' 7 7' 7 6'11' 6' 0' 7' 0' 6' 5' 5' 7 6' 7 6' 0' 5' 3' 6' 0' 5' 5' 4' 9" 158XC14 12'1 O' 11' 8' 10' 7 8'11' 8' 1' 7' 1' B' 1' 7' 4' 6' 5' 7' 6" 6'10' 5'11' 7' 1' 6' 5' 5' 7' 6' 5' 5'10' 5' 1' 250XC20 14' 5' 13' 1' 11' 5' 10' 0' 9' 1' 7'11' 9' 1' 8' 3' 7' 2" 8' 5" 7' Cr 6' 8' 7'11' 7' 2" 6' 3' 7' 7 6' 6" 5' 5' 250XC15 15' 7 14' 2" 12' 4' 10 9'10' 8' 7 9'10' 611" 7' 9' 9' 1' 8' 3' 7' 3' B' T 7' 9' 6' 9' 7' 9' 7' 1' 6' 2' 250XC16 16' 9' 15' 7 13' 3' 11' 7 1D' 6' 9' 2' 10' 6' 9' 7' 5' 4' 9' 9' 8'10' 7' 9' 9' 2' 8' 4' 7' 3' B' 4' 7' 7 6' 7 250XC14 1711' 16' 3' 14' 2" 12' 5' 11' 3' 9'10' 11' 3' 10' 3' 6'11' 10' 5" 9' 6' 8' 3' 9'10' 811" 710' 511' 5' 1' 7' 1" 350XC20 18' 7 16'11' 14' 9' 12'11' 11' 9' 10' 3' 11' 9' 10' 5" 9' 3' 1010' 9'11' B' 7' 10' 3' 9' 3' 5' 1' 9' 3' 8' 5' 7' 4' 350XCIB 20' 7 15' 4' 16' 0' 14' 0' 12' 8' 11' 1' 12' 8' 11' 5" 10' 1' 11' 9' 10' 8' 9' 4" 11' 1' 10' 1' 8' 9" 10' 1' 9' 7 8' Cr 350XC16 21' B' 19' 8' 17' 2' 15' 0' 13' 7 11'11' 13' T 12' 4' 1010' 12' 8' 11' 6' 10' 0' 11'11' 10'10' 9' 5' 10'10' 9'10' 8' 7 350XC14 23' 3' 21' 1' 18' 5' 16' 1' 14' 7 12' 9' 14' 7 13' 3" 11' 7 13' 7 12' 4' 10' 9' 12' 9' 11' 7 10' 1' 11' 7 10' 6' 9' 2' 358XC20 19' 2' 17' 5' 15' 2' 13' 3' 12' 0' 10' 6' 12' 0' 10'11' 9' 7 11' 2' 10' 7 8'10' 10' 6' 9' 7 8' 4' 9' 7 B' 8' 7' 7 35BXC1B 20' 9' 16'10' 16' S 14' 4' 13' 0' 11' 5' 13' 0' 11'10' 10' 4' 12' 1' 11' 0" 9' 7' 11' 5" 10' 4' 9' Cr 10' 4' 9' 5' 8' 7 358XC16 22' 3' 20' 7 17' 8' 15' 5' 14' 0' 12' 3' 14' 0' 12' 8' 11' 1' 13' Cr 11'10' 10' 4' 12' 3' 11' 1' 9' 8" 11' 1' 10' 1' B'10' 35BXC14 23'10' 21' 8' 18'11' 16' 6' 15' Cr 13' t' 15' 0' 13' B" 11'11' 13'11' 12' 8' 11' 1' 13' 1' 11'11' 10' 5 11'11' 1010' 9' 5' 400XC20 20' 8' 18' 9" 16' 4' 14' 4' 13' 0" 11' 4' 13' 0' 11'10' 10' 4' 12' 1' 10'11' 9' 7 iv 4' 10' 4' 9' 0' 10' 4' 9' 4' B' 1' 400XC1B 22' 4 20' 4' 17' 9' 15' 6' 14' 1' 12' 3' 14' 1' 12' 9' 11' 2' 13' 1' 11'10' 10' 4' 12' 3' 11' 2' 9' 9' 11' 2' 10' 7 8'10' 400XC16 24' 0' 21'10' 19' 0' 16' 8' 15' 1' 13' 7 15' 1' 13' 9' 12' 0' 14' 0' 12' 9' 11' 1' 13' 2' 12' 0' 10' 6' 12' 0" 10'11' 9' 6' 400XC14 25' 9' 23' 5' 20' 5' 17'10' 16' 2' 14' 2' 16' 2' 14' 9' 12'10' 15' 1' 13' B' 11'11' 14' 2' 12'10' 11' 3' 12'10' 11' 8' 10' 2' 600XC20 28' 4' 25' 9' 22' 6' 19' 8' 17'10' 15' 7 17'10' 16' 7 14' 2' 16' 7 15' 0' 13' 2' 15' 7 14' 7 12' 2' 14' 2' 12'10' 10' 7 600XC18 30' 9' 21'11' 24' 5" 21' 4' 19' 4' 16'11' 19' 4' 17' T 15' 4' 15' 0' 16' 4' 14' 3' 16'11' 15' 4' 13' 5' 15' 4' 13'11' 12' 7 600XC16 33' 0' 30' 0' 26' 3' 22'11' 20'10' 18' 7 20'10' 18'11' 16' 6' 19' 4' 17' 6' 15' 4' 18' 7 16' 6' 14' 5 16' 6' 15' 0' 13' 1' 600XC14 35' 6" 32' 3' 28' 2' 24' 7 22' 4' 19' 6' 22' 4' 20' 4' 17' 9' 20' 9' 1B'10' 16' 5' 19' 6' 17' 9' 15' 6' 17' 9' 16' 1' 14' 1' 800XC20 35' 9' 32' 5' 28' 4' 24' 9' 22' 6' 19' 8' 22' 6' 20' 5' 17' 0' 20'10' 18' 8' 15' 3' 19' 8' 17' 0' 13'11' 17' 0' 14' 9' 12' 0' 800XC1B 38' 9' 35' 3' 30' 9' 26'11' 24' 5' 21' 4' 24' 5' 22' 2' 19' 4" 22' 8" 20' T 16' 0' 21' 4' 19' 4' 16'11' 19' 4' 17' 7 15' 3' BOOXCI6 41' 6' 3710' 33' 1' 28'11' 26' 3' 22'11' 26' 3' 23'10' 20'10' 24' 4' 22' 7 19' 4' 22'11' 20'10' 18' 2' 20'10' 18'11' 16' 6' B00XC14 44'10' 40' 9' 35' 7 31' 1' 28' 3' 24' 8' 28' 3" 25' 8' 22' 5' 26' 2' 23'10' 20' 9' 24' 8' 22' 5' 19' 7' 22' 5' 20' 4' 17' 9' SECTION 5 psf 15 psf 20 psI 25 psI 30 psf 40 psI 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24In 12in 16in 24in 12in 16in 24in 15BCC20 10' 0' 9' t' 7'11' 6'11' 6' 3' 5' 6' 6' 3" 5' 8' 5' 0' 510' 5' 3' 4' T 5' 6' 5' 0' 4' 4' 5' 0' 4' 6' 3'11' 15BCC18 10' 9' 9' 9' B' 6' 7' 5' 6' 9' 511' 6' 9' 6' 2' 5' 4' 6' 3' 5' 8' 5' 0' 5'11' 5' 4' 4' 8' 5' 4' 4'10' 4' 3' 15BCC 16 11' 6' 10' 5' 9' 1' 8' 0' 7' 3' 6' 4' 7' 3' 6' T 5' 9' 6' 9' 6' 1' 5' 4' 6' 4' 5' 9' 5' 0' 5' 9' 5' 2' 4' 6' 15BCC14 12' 3' 11' 2' 9' 9' 8' 6' 7' 9' 6' 9' 7' 9' 7' 0' 6' I' 7' 2' 6' (' 5' 8' 6' 9' 6' 1' 5' 4' 6' 1' 5' T 4'10' 250CC20 13'10' 12' T 11' 0' 9' T 8' 9' 7' 7' 8' 9' 7'11' 6'11' 8' 1' 7' 4' 6' 5' 7' 7 6'11' 6' 0' 6'11' 6' 3' 5' 6' 250CC18 15' Cr 13' 7 11'10' 10' 4' 9' 5' B' 3' 9' 5' B' T 7' 6' 8' 9' 7'11' 6'11' 8' 3' 7' 6' 6' 6' 7' 6' 6' 9' 511' 250CC16 16' 0' 14' T 12' 9' 11' 1' 10' 1' 8'10' 10' 1' 9' 2' 8' 0' 9' 4' 8' 6' 7'S' 6'10' 5' 0' 7' 0' 8' 0' 7' 3' 6' 4' 250CC14 17' 7 15' T 13' 7' 11'11' 10'10' 9' 5' 10'10' 9'10' 8' T 10' 0' 9' 1' 711' 9' 5' 6' 7 7' 6' 8' T 7' 9' 6' 9' 350CC20 17'11' 16' 4' 14' 3' 12' 5' 11' 3' 9'10' 11' 3' 10' 3' 8'11' 10' 6' 9' 6' 8' 4' 9'10" 5'11' 7'10' 8'11' B' 2' 7' 1' 350CC18 19' 5' 17' B' 15' 5' 13' 5' 12' 3' 10' 8' 12' 3' 11' 1' 9' 8' 11' 4' 10' 4' 9' 0' 10' 8' 9' 8' 8' 6' 9' B' B'10' 7' 8' 350CC16 20'10' 18'11' 16' 6' 14' 5' 13' 1' 11' 5' 13' 1' 11'11' 10' 5' 12' 2' 11' 1' 9' 8' 11' 5' 10' 5' 9' 1' 10' 5' 9' 5' 8' 3' 350CC14 22' 4' 20' 3' 17' 9' 15' 6" 14' 1' 12' 3' t4' 1' 12' 9' 11' 2' 13' 0' 11'10' 10' 4' 12' 3' 11' 2' 9' 9' 11' 7 10' 1' 6'10" 358CC20 18' 5' 16' 9' 14' 8' 12' 9' 11' 7 10' 2' 11' T 10' 6' 9' 7 10' 9' 9' 9' 8' 6' 10' 2' 9' 2' 8' 0' 9' 7 8' 4' 7' 4' 358CC18 20' 0' 15' 2' 15'10' 13'10' 12' T 11' 0' 12' 7 11' 5' 10' 0' 11' B' 10' 7 9' 3' 11' 0' 10' 0' 8' B' 10' 0' 9' 1' 7'11' 358CC16 21'5' 19'5' 17'0" 14'10' 13'6' 11'9' 13'5" 12'3' 10' B' 12'6' 11'4' 9'11' 11'9' 10'5' 9' 4' 10'8' 9' 8' B' 6' 358CC14 22'11' 2010" 18' 3' 15'11' 14' 5' 12' 7 14' 5 '13' 1' 11' 5' 13' 5' 12' 7 10' 8' 12' T II' 5" 10' 0' 11' 5' 10' 5' 9' 1' 400CC20 19'11' 18' I" 15'10' 13'10' 12' 6' 10'11' 12' 6' 11' 5" 9'11' 11' 8' ID' 7 9' 3' 10'11' 9'11' 8' 8" 9'11' 9' 0' 7'11' 400CC18 21' 7 19' T 17' t' 14'11' 13' 7 11'10' 13' T 12' 4' 10' 9' 12' 7 11' 5' 10' 0' 1110' 10' 9' 9' 5' 10' 9' 9' 9' 8' 6' 400CC16 23'2' 21'0' 18'4' 16'0' 14'7 12'9' 14' 13'3' 11' T 13' 6' 12'3' 10'9" 12'9' 11' 10' t' 11' 7 ID' 6' 9'2' 400CC14 24'10' 22' T 19' 8' 17' 2' 15' 7 13' 8' 15' T 14' 7 12' 5' 14' 6' 13' 2' 11' 6' 13' 8' 12' 5' 10'10' 12' 5' 11' 3' 9'10' 600CC20 27' 6' 25' Cr 21'10' 19' 0' 17' 4' 15' 1' 17' 4' 15' 9' 13' 9' 16' 1' 14' 7 12' 9' 15' 1' 13' 9' 12' 0' 13' 9' 12' 6' 10' 7 600CC18 29'10' 27' 1' 23' 8" 20' B' 15' 9' 16' 5' 18' 9' 17' 0" 14'11' 17' 5' 15'10' 13'15" 16' 5' 14'11" 13' 0" 14'11' 13' 6' 11'10' 600CC16 32' 0' 29' 1' 25' 5' 22' 2' 20' 2' 17' T 20' 7 18' 4' 16' 0' 18' 8' 17' 0' 14'10' 17' T 16' 0' 13'11' 16' 0' 14' 6' 12' 8' 600CC14 34' 4' 31' 3' 27' 3' 23'10' 21' 8' 18'11" 21' 8' 19' 5" 17' 7 20' 1' 18' 3' 1511' 18'11' 17' 7 15' 0' 17' 2' 15' T 13' T BDOCC20 34' 9' 31' 7 27' T 24' 1' 21'10' 19' 1' 21'10' 19'10' 17' 0" 20' 4' 18' 5' 15' 3' 19' 1' 17' 0' 13'11' 17' 0' 14' 9' 12' 0' BOOCCIB 37' 9' 34' 3' 29'11' 26' 2' 23' 9' 20' 9' 23' 9' 21' T 18'10' 22' 0' 20' Cr 17' 6' 20' 9' 18'10' 16' 5" 1810' 17' 1' 14'11' 600CC16 40' 6' 36'10' 32' 2' 28' 1' 25' 6' 22' 3' 25' 6' 23' 7 20' 3' 23' 6' 21' 6' 18'10' 22' 3' 20' 3' 17 8' 20' 3' 18' 5' 16' 1' 800C Ci1 4 ��l ..�crri � 3' ..14 $7 �jrt 25' ,2 :...2 0 19 A w .2.1►g ;' .9 7 ra • 1r., r — 21 -. .r.. Sal ..•�r 1 .♦ ..�4 .ir.',rr. 4 `.������HA �. j.1` .I •m'f'r. r A'- -_ .. r -.� • �•, .• .. •. . �1 5 • 1. Heights based on properly attached sheathing on each flange over the entire length of the stud. 2. Lateral load multiplied by 0.75 for strength determination per AISI A4.4 3. Heights for 14 and 16 gunge studs based on Fy- 50ksi. 4, End reactionwLoad (psf)•Spocing(in).Height from toble(It) /24. Cheek web crippling table for allowable reaction. 5. Heights based on web punch —outs a minimum of 1.5 times the web height from the edge of bearing. (See page 52 for detail) 4; L,' —23— 11240 DEFLECTION 11240 DEFLECTION„ yi 9 • • �c. 73 n 9". SECTION 8FT. 10FT. 12FT. 14FT. 16FT. 18FT. 20FT. 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in 158XC20 0.210 158XC20 0.46 0.42 0.33. 0.31• 0.26o 158XC18 0.410 0.30o 158XC18 0.63 0.62 0.53• 0.47. 0.42• 0.31a 0.320 0.26a 158XC16 0.76• 0.660 0.490 0.460 158XC16 0.84 0.84 0.84 0.68 0.68• 0.58o 0.52. 0.47o 0.37o 0.37o 158XC14 1.15• 1.06. 0.870 0.75o 0.640 158XC14 1.15 1.15 1.15 0.91 0.91 0.88• 0.72. 0.680 0.590 0.53a 0.480 250XC20 0.68. 0.380 0.47• 0.28o 250XC20 1.06 1.06 1.01 0.93 0.85 0.69 0.68 0.58. 0.410 0.47• 0.370 250XC18 1.13 0.82• 0.85• 0.640 0.290 0.47a 0.26o 1.41 1.41 1.41 1.23 1.23 1.07 1.00 0.90 0.71• 0.73• 0.62• 0.43o 0.52a 250XC16 2 1.85 1.62 1.48 1.31• 0.99a 1.020 0.830 250XC16 1.85 1.65 1.85 1.59 1.59 1.59 1.35 1.35 1.23. 1.13 1.04• 0.87a 250XC14 0.76o 2.50 2.48 2.11 2.00• 1.67o 1.56• 1.37o 1.03o 1.08o 0.890 2.50 2.50 2.11 2.11 2.11 1.76 1.76 1.76 1.45 1.45 1.30• 350XC20 1.62 1.45 1.12 1.18 0.95 0.53• 0.76• 0.490 350XC20 1.63 1.63 1.63 1.51 1.51 1.43 1.36 1.28 1.06 1.09 0.96 0.71• 350XC18 2.26 2.25 1.90 1.90 1.64 1.18• 1.35 1.06• 0.540 0.86• 0.560 2.26 2.26 2.08 2.08 2.08 1.87 1.87 1 1.67 1.62 1.47 1.21 350XC16 2.97 2.97 2.97 2.69 2.69 2.33 2.28 2.03. 1.58o 1.69• 1.420 0.96o 1.20o 0.94o 2.69 2.38 2.38 12.38 2.07 2.07 1.98 1.77 350XC14 3.92 3.92 3.92 3.52 3.52 3.49 3.08 3.00 2.569 2.49 2.21* 1.760 1.87• 1.600 1.130 1.37o 1.110 2.65 2.65 2.65 2.25 358XC20 1.70 1.54 1.21 1.28 1.05 0.61 • 0.84• 0.57• 358XC20 1.70 1.70 1.70 1.58 1.58 1.53 1.44 1.37 1.15 1.18 1.04 358XC1B 2.35 2.35 2.03 2.04 1.78 1.314 1.48 1.18• 0.64a 0.98• 0.660 2.35 2.35 2.35 2.19 2.19 2.19 1.98 1.98 1.81 358XC16 3.16 3.16 3.16 2.88 2.88 2.55 2.49 2.23 1.77. 1.87• 1.59• 1.10o 1.35o 1.070 3.16 3.16 2.88 2.88 2.88 2.56 358XC14 4.16 4.16 4.16 3.76 3.76 3.76 3.31 3.28 2.810 2.74 '2.46• 1.96o 2.07. 1.780 1.290 1.530 1.260 4.16 3.76 3.76 400XC20 1.83 1.76 1.45 1.55 1.31 0.87• 1.11 0.824 0.30o 0.69• 0.313a 1.85• 1.77 1.664 1.42o 1.83 1.63 1.83 400XC18 2.57 2.57 2.38 2.42 2.16 1.69 1.87 1.55 0.97. 1.320 0.97. 0.36o 0.85o 0.50o 0.65• 0.490 0.22a C 400XC20 r 400XC18 2.57 400XC16 3.57 3.57 3.57 3.34 3.34 3.15 3.05 2.83 2.33. 2.43 2.12• 1.570 1.83. 1.510 0.95o 1.320 1.010 0.89. 0.58o . I. 400XC14 4.87 4.87 4.87 4.49 4.49 4.49 4.03 4.03 3.65 3.53 3.22 2.66• 2.730 2.40• 1.840 2.07a 1.750 1.68. 1.71 1.55• 600XC20 2.06 2.06 2.06 2.06 2.06 1.76 2.00 1.76 1.31 1.69 1.39 0.820 1.34 0.97. 0.310 0.98• 0.57o 2.62 2.62 1 600XC1B 2.94 2.94 2.94 2.94 2.94 2.89 2.94 2.88 2.40 2.80 2.47 1.84 2.37 1.96 1.22. 1.90 1.40 0.620 1.43. 0.940 600XC16 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 3.84 4.16 3.87 3.18. 3.59 3.17 2.41 • 2.94 2.50• ' 1.710 600XC14 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.05 5.26 4.94 4.14• 4.53 4.06• 3.220 800XC20 1.99 1.99 1.99 -c, cinrn 1.99 1.94 1.99 1.96 1.62 1.93 1.70 1.25 1.69 1.40 0.83 1.43 1.07 0.39. 1.15 0.72.1 500XC18 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.48 2.82 2.61 2.08 2.63 2.28 1.63 2.34 1.93 1.160 1300XC16 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.87 3.90 3.90 3.49 3.90 3.71 3.06 500XC14 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 4.83 Allowable Axial Load In kips (10001b) -37- 5psf LATERAL NOTES: 1. Allowable loads based on mechanical bracing of the weak axis at 60' 0.C. maximum and properly attached sheathing on both sides of the stud. (See page 52 for details 2. Lateral and axial load multiplied by 0.75 for strength determination as per AISI A4.4 3. Alowable loads for 16 and 14 gouge are based on 50ksi yield stress. loads for 18 and 20 gouge ore based on 33ksi yield stress. 4. Deflection limitations unless otherwise marked ore for L/360; • for 1/240; o for 1/120. 5. End reaction =Lood(psf).Spocing(in)•Height from table(1t) /24. Check web crippling table f or allowable reaction. 6. For construction loads, the 5psf lateral load tables may be used for studs with mechanical bracing only, spaced of o maximum of 60" 0.C. 4rl" tfYS .lCrSl• � 1 C11AL'` " SECTION BFT. 10FT. 12FT. 14F7. 16FT. 16FT. 20F7. 12in 16in 24in 11in 16in 14in 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in 12in 16in 24in " 158XC20 0.46 0.42 0.33. 0.31• 0.26o 158XC18 0.63 0.62 0.53• 0.47. 0.42• 0.31a 0.320 0.26a ,r 158XC16 0.84 0.84 0.84 0.68 0.68• 0.58o 0.52. 0.47o 0.37o 0.37o 158XC14 1.15 1.15 1.15 0.91 0.91 0.88• 0.72. 0.680 0.590 0.53a 0.480 250XC20 1.06 1.06 1.01 0.93 0.85 0.69 0.68 0.58. 0.410 0.47• 0.370 250XC18 1.41 1.41 1.41 1.23 1.23 1.07 1.00 0.90 0.71• 0.73• 0.62• 0.43o 0.52a 0.410 , 250XC16 1.85 1.65 1.85 1.59 1.59 1.59 1.35 1.35 1.23. 1.13 1.04• 0.87a 0.86• 0.76o 0.60a 0.650 0.56o 1 . 250XC14 2.50 2.50 2.50 2.11 2.11 2.11 1.76 1.76 1.76 1.45 1.45 1.30• 1.20• 1.11• 0.940 0.930 0.840 350XC20 1.63 1.63 1.63 1.51 1.51 1.43 1.36 1.28 1.06 1.09 0.96 0.71• 0.83 0.58. 0,440 0.60• 0.46a 0.220 0.430 0.290 350XC18 2.26 2.26 2.26 2.08 2.08 2.08 1.87 1.87 1 1.67 1.62 1.47 1.21 1.25 1.10 0.83• 0.95• 0.80• 0.54a 0.71. 0.560 10.310 350XC16 2.97 2.97 2.97 2.69 2.69 2.69 2.38 2.38 12.38 2.07 2.07 1.98 1.77 1.74 1.51• 1.48 1.35• 1.120 1.17• 1.050 0.820 350XC14 3.92 3.92 3.92 3.52 3.52 3.52 3.08 3.08 f 3.08 2.65 2.65 2.65 2.25 2.25 2.17 1.91 1.90 1.67. 1.63 1.51. 1.280 358XC20 1.70 1.70 1.70 1.58 1.58 1.53 1.44 1.37 1.15 1.18 1.04 0.79• 0.90 0.766 0.50a 0.67. 0.52 0.270 0.480 0.340 358XC18 2.35 2.35 2.35 2.19 2.19 2.19 1.98 1.98 1.81 1.75 1.62 1.34 1.38 1.22 0.94• 1.05 0.89• 0.62a 0.79• 0.640 0.380 358XC16 3.16 3.16 3.16 2.88 2.88 2.88 2.56 2.56 2.56 2.23 2.23 2.1B 1.92 1.91 1.67. 1.63 1.49• 1.25o 1.30• 1.16• 0.92o 358XC14 4.16 4.16 4.16 3.76 3.76 3.76 3.31 3.31 3.31 2.86 2.86 2.86 2.44 2.44 2.39 2.08 2.08 1.85• 1.77 1.664 1.42o 1.83 1.63 1.83 1.77 1.77 1.77 1.64 1.64 1.43 1.45 1.31 1.04 1.14 0.99 0.70• 0.88 0.71 • 0.43a 0.65• 0.490 0.22a C 400XC20 r 400XC18 2.57 2.57 2.57 2.45 2.45 2.45 2.28 2.28 2.21 2.06 2.00 1.71 1.75 1.57 1.25• 1.38 1.200 0.880 1.07• 0.89. 0.58o . I. 400XC16 3.57 3.57 3.57 3.34 3.34 3.34 3.05 3.05 3.05 2.73 2.73 2.73 2.41 2.41 2.20 2.08 1.97 1.68. 1.71 1.55• 1.27a 400XC14 4.87 4.87 4.87 4.49 4.49 4.49 4.03 4.03 4.03 3.54 3.54 3.54 3.05 3.05 3.05 2.62 2.62 2.44• 2.25 2.19 1.91. 600XC20 2.06 2.06 2.06 2.06 2.06 2.06 2.06 2.06 2.06 2.04 2.04 2.01 2.00 2.00 1.74 1.93 1.77 1.43 1.71 1.50 1.12 600XC18 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.94 2.88 2.88 2.81 2.76 2.76 2.41 2.60 2.40 1.98 600XC16 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.16 4.16 4.16 3.87 3.87 3.87 3.54 3.54 3.44 600XC14 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.26 5.26 5.26 4.81 4.81 4.81 800XC20 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.99 1.81 1.99 1.93 1.61 b 800XC1B 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.78 800XC16 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 800XC14 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 Allowable Axial Load In kips (10001b) -37- 5psf LATERAL NOTES: 1. Allowable loads based on mechanical bracing of the weak axis at 60' 0.C. maximum and properly attached sheathing on both sides of the stud. (See page 52 for details 2. Lateral and axial load multiplied by 0.75 for strength determination as per AISI A4.4 3. Alowable loads for 16 and 14 gouge are based on 50ksi yield stress. loads for 18 and 20 gouge ore based on 33ksi yield stress. 4. Deflection limitations unless otherwise marked ore for L/360; • for 1/240; o for 1/120. 5. End reaction =Lood(psf).Spocing(in)•Height from table(1t) /24. Check web crippling table f or allowable reaction. 6. For construction loads, the 5psf lateral load tables may be used for studs with mechanical bracing only, spaced of o maximum of 60" 0.C. 4rl" tfYS .lCrSl• � 1 C11AL'` " .9) • See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F -33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with F - 33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI B1.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. -13- 1.375 GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES SECTION Area (in 2) Weight (lb /ft) I (in 4 ) R (in) I (in 4 ) R (in) Six (in 3 ) In (in 4 ) Yeg (in) MO (ft -lb) J (10 C. X0 (in) Ro (in) t 158SU20 0.147 0.50 0.069 0.688 0.030 0.452 0.052 0.057 0.971 86 0.059 0.014 -1.016 1.308 0.396 158StJ18 0.189 0.64 0.088 0.683 0.038 0.450 0.077 0.079 0.925 127 0.128 0.017 -1.023 1.309 0.390 158S1J 16 0.235 0.80 0.108 0.678 0.047 0.448 0.096 0.097 0.920 240 0.251 0.021 -1.021 1.305 0.388 158SU14 0.294 1.00 0.132 0.671 0.058 0.446 0.132 0.127 0.883 329 0.498 0.026 -1.019 1.299 0.385 250SU20 0.177 0.60 0.182 1.015 0.035 0.443 0.096 0.151 1.447 159 0.071 0.037 -0.892 1.422 0.606 250SU18 0.228 0.78 0.232 1.009 0.044 0.441 0.139 0.209 1.391 228 0.155 0.048 -0.897 1.420 0.601 250SU16 0.285 0.97 0.287 1.004 0.055 0.440 0.174 0.261 1.385 433 0.304 0.058 -0.894 1.415 0.600 250SU14 0.356 1.21 0.355 0.998 0.068 0.437 0.236 0.341 1.339 589 0.604 0.071 -0.891 1.408 0.599 350SU20 0.211 0.72 0.395 1.366 0.038 0.427 0.158 0.334 1.976 260 0.084 0.082 -0.787 1.633 0.768 350SU18 0.273 0.93 0.505 1.360 0.049 0.425 0.224 0.459 1.913 369 0.185 0.105 -0.789 1.629 0.765 350SU16 0.341 1.16 0.626 1.355 0.061 0.423 0.281 0.573 1.905 701 0.365 0.130 -0.787 1.623 0.765 350SU14 0.428 1.45 0.777 1.348 0.076 0.421 0.378 0.748 1.854 943 0.724 0.159 -0.783 1.615 0.765 358SU20 0.216 0.73 0.428 1.409 0.039 0.424 0.167 0.363 2.041 274 0.086 0.089 -0.775 1.663 0.783 358SU18 0.279 0.95 0.549 1.402 0.050 0.423 0.236 0.499 1.977 388 0.189 0.114 -0.778 1.658 0.780 358SU16 0.348 1.19 0.680 1.397 0.062 0.421 0.296 0.623 1.970 737 0.372 0.141 -0.775 1.652 0.780 358SU14 0.436 1.49 0.844 1.391 0.077 0.419 0.398 0.813 1.918 992 0.740 0.173 -0.772 1.645 0.780 400SU20 0.229 0.78 0.540 1.536 0.040 0.418 0.193 0.460 2.236 318 0.091 0.112 -0.743 1.757 0.821 400SU18 0.296 1.01 0.692 1.529 0.051 0.416 0.273 0.631 2.171 449 0.201 0.144 -0.746 1.751 0.819 400SU16 0.370 1.26 0.858 1.524 0.064 0.415 0.342 0.788 2.163 853 0.395 0.178 -0.743 1.745 0.819 400SU14 0.463 1.58 1.066 1.517 0.079 0.412 0.458 1.028 2.109 1143 0.785 0.219 -0.739 1.737 0.819 600SU20 0.298 1.01 1.427 2.188 0.044 0.385 0.324 1.262 3.420 534 0.119 0.291 -0.612 2.304 0.929 600SU18 0.386 1.31 1.835 2.180 0.057 0.383 0.505 1.695 3.193 832 0.262 0.374 -0.613 2.297 0.929 600SU16 0.483 1.64 2.283 2.174 0.070 0.381 0.634 2.121 3.185 1581 0.516 0.462 -0.610 2.290 0.929 600SU14 0.606 2.06 2.846 2.167 0.087 0.379 0.839 2.754 3.124 2094 1.027 0.570 -0.606 2.282 0.929 800SU20. 0.367 1.25 2.910 2.815 0.047 0.356 0.423 2.661 4.843 696 0.147 0.568 -0.521 2.885 0.967 800SU 1 B 0.476 1.62 3.750 2.806 0.060 0.355 0.738 3.522 4.340 1216 0.323 0.731 -0.521 2.876 0.967 800SU16 0.596 2.03 4.674 2.800 0.074 0.353 0.948 4.401 4.291 2366 0.637 0.904 -0.519 2.870 0.967 800SU14 0.748 2.55 5.837 2.793 0.092 0.351 1.316 5.669 4.134 3284 1.268 1.117 -0.515 2.862 0.968 .9) • See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F -33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with F - 33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI B1.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. -13- 1.375 See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F =33ksi for 18 and 20 gauge sections. 14 and 16 gouge sections may be produced with F =33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4,. Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. -12- 1.25 C f'2- GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES SECTION Area Weight I I., (in 2) (lb /ft) ; (in 4) R. (in) I (in 4 ) R (in) S., (in 3) I. (in 4) Y. (in) Ma (ft-lb) J (10 -3m') C. Xo (in) Ro (in) Q 1581U20 0.138 0.47 0.064 0.681 0.023 0.410 0.051 0.054 0.950 85 0.055 0.010 -0.901 1.201 0.438 1581U18 0.177 0.60 ( 0.081 0.675 0.030 0.408 0.075 0.075 0.905 124 0.120 0.013 -0.907 1.202 0.431 1581U16 0.221 0.75 ; 0.099 0.670 0.036 0.406 0.094 0.092 0.899 234 0.236 0.016 -0.905 1.197 0.428 1581U14 0.276 0.94 i 0.122 0.664 0.045 0.403 0.128 0.120 0.864 319 0.468 0.020 -0.903 1.191 0.425 2501U20 0.168 0.57 i 0.169 1.003 0.027 0.399 0.094 0.145 1.419 155 0.067 0.029 -0.785 1.334 0.654 250IU18 0.217 0.74 0.215 0.996 0.034 0.397 0.136 0.200 1.365 223 0.147 0.037 -0.789 1.332 0.649 250IU16 0.271 0.92 0.266 0.991 0.042 0.396 0.169 0.248 1.358 423 0.289 0.045 -0.786 1.326 0.648 25011114 0.338 1.15 0.328 0.985 0.052 0.393 0.229 0.323 1.315 572 0.573 0.055 -0.783 1.319 0.647 3501U20 0.203 0.69 i 0.369 1.349 0.030 0.382 0.155 0.321 1.943 255 0.081 0.063 -0.687 1.561 0.806 350IU18 0.262 0.89 0.472 1.342 0.038 0.380 0.219 0.440 1.881 361 0.178 0.081 -0.690 1.556 0.804 3501U16 0.327 1.11 ( 0.585 1.336 0.047 0.379 0.274 0.548 1.874 685 0.349 0.100 -0.687 1.550 0.803 3501U14 0.410 1.39. 0.725 1.330 0.058 0.376 0.368 0.712 1.825 918 0.694 0.123 -0.684 1.542 0.803 3581U20 0.207 0.70 0.401 1.391 0.030 0.380 0.163 0.350 2.008 269 0.083 0.069 -0.677 1.593 0.819 358IU18 0.268 0.91 ! 0.512 1.384 0.038 0.378 0.231 0.478 1.946 380 0.181 0.088 -0.679 1.587 0.817 35811116 0.334 1.14 0.635 1.378 0.047 0.376 0.289 0.596 1.938 721 0.357 0.109 -0.676 1.581 0.817 35811) 14 0.419 1.42 0.788 1.372 0.059 0.374 0.387 0.775 1.889 966 0.709 0.133 -0.673 1.573 0.817 4001U20 0.220 0.75 i 0.506 1.516 0.031 0.373 0.190 0.443 2.202 312 0.088 0.087 -0.648 1.690 0.853 40011118 0.285 0.97 0.647 1.508 0.039 0.372 0.267 0.605 2.138 439 0.193 0.111 -0.649 1.684 0.851 40011116 0.356 1.21 0.803 1.503 0.049 0.370 0.334 0.756 2.130 834 0.380 0.137 -0.647 1.678 0.851 4001014 0.445 1.52 0.997 1.496 0.060 0.368 0.446 0.981 2.079 1114 0.755 0.168 -0.643 1.670 0.852 60011)20 0.289 0.98 1.350 2.160 0.034 0.341 0.324 1.220 3.354 534 0.115 0.225 -0.528 2.250 0.945 60011118 0.375 1.28 1.735 2.151 0.043 0.340 0.495 1.637 3.155 815 0.254 0.289 -0.529 2.241 0.944 60011116 0.469 1.60 2.158 2.146 0.054 0.338 0.621 2.047 1147 1549 0.501 0.356 -0.526 2.235 0.945 60011)14 0.588 2.00 2.689 2.139 0.066 0.336 0.820 2.648 3.090 2046 0.996 0.439 -0.523 2.227 0.945 80011120• 0.359 1.22 2.772 2.781 0.035 0.315 0.421 2.583 4.775 693 0.143 0.438 -0.448 2.834 0.975 80011118 0.465 1.58 3.572 2.771 0.046 0.313 0.738 3.411 4.268 1215 0.315 0.562 -0.447 2.825 0.975 80011116 0.582 1.98 ! 4.451 2.766 0.056 0.312 0.948 4.262 4.219 2365 0.621 0.695 -0.445 2.818 0.975 80011114 0.731 2.49 , 5.557 2.758 0.070 0.309 1.289 5.480 4.096 3216 1.238 0.857 -0.441 2.810 0.975 See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F =33ksi for 18 and 20 gauge sections. 14 and 16 gouge sections may be produced with F =33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4,. Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. -12- 1.25 C f'2- • • See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gouge sections, F for 18 and 20 gauge sections. 14 and 16 gouge sections may be produced with F =33ksi. For 33ksi 14 and 16 gouge sections, multip allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. + Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. -7- v a) .a m 1.25' .375 Min. 1°) GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES SECTION Area (in 2) Weight (1b /ft) I. (in 4 ) R„ (in) I (in 4) R (in) S. (in 3) I.. (in 4 ) Y (in) Ma (ft-lb) J (t0-310) C. Xo (in) Ro (in) f9 1581C20 0.159 0.54 0.071 0.670 0.036 0.475 0.087 0.071 0.817 158 0.064 0.027 -1.194 1.449 0.321 158IC18 0.203 0.69 0.089 0.663 0.044 0.467 0.110 0.089 0.812 205 0.137 0.034 -1.195 1.444 0.315 1581C16 0.251 0.85 0.109 0.657 0.054 0.462 0.133 0.109 0.815 377 0.268 0.040 -1.184 1.430 0.315 1581C14 0.311 1.06 0.132 0.651 0.064 0.455 0.162 0.132 0.812 472 0.528 0.047 -1.169 1.413 0.316 2501C20 0.189 0.64 0.191 1.005 0.042 0.471 0.151 0.191 1.258 274 0.076 0.060 -1.051 1.529 0.527 2501C18 0.242 0.82 0.241 0.997 0.052 0.463 0.193 0.241 1.250 360 0.164 0.075 -1.049 1.520 0.524 2501C 16 0.301 1.02 0.296 0.991 0.063 0.458 0.235 0.296 1.254 667 0.321 0.090 -1.037 1.506 0.526 2501C14 0.374 1.27 0.362 0.984 0.076 0.451 0.290 0.362 1.250 843 0.633 0.107 -1.022 1.489 0.528 3501C20 0.224 0.76 0.418 1.366 0.047 0.458 0.236 0.418 1.760 428 0.089 0.121 -0.930 1.715 0.706 3501C18 0.287 0.98 0.529 1.357 0.058 0.450 0.302 0.529 1.750 564 0.195 0.151 -0.925 1.703 0.705 3501C16 0.357 1.22 0.651 1.350 0.071 0.445 0.369 0.651 1.756 1049 0.382 0.181 -0.914 1.690 0.708 350IC14 0.445 1.51 0.802 1.342 0.085 0.438 0.458 0.802 1.750 1334 0.754 0.217 -0.899 1.674 0.711 3581C20 0.228 0.78 0.454 1.410 0.048 0.456 0.247 0.454 1.823 448 0.091 0.130 -0.917 1.742 0.723 3581C18 0.293 1.00 0.574 1.400 0.059 0.449 0.317 0.574 1.813 592 0.199 0.162 -0.912 1.730 0.722 3581C16 0.364 1.24 0.708 1.394 0.071 0.443 0.388 0.708 1.818 1101 0.389 0.196 -0.901 1.718 0.725 358IC14 0.454 1.54 0.872 1.385 0.086 0.436 0.481 0.872 1.813 1400 0.769 0.234 -0.886 1.701 0.729 4001C20 0.241 0.82 0.572 1.540 0.049 0.451 0.282 0.572 2.011 512 0.096 0.161 -0.880 1.830 0.769 4001C18 0.310 1.05 0.725 1.530 0.061 0.443 0.363 0.725 2.000 677 0.210 0.201 -0.875 1.817 0.768 400IC16 0.386 1.31 0.895 1.523 0.074 0.437 0.444 0.895 2.006 1261 0.412 0.243 -0.864 1.805 0.771 400IC14 0.481 1.64 1.103 1.514 0.089 0.430 0.551 1.103 2.000 1605 0.815 0.291 -0.850 1.789 0.774 6001C20 0.311 1.06 1.513 2.207 0.055 0.419 0.504 1.513 3.000 830 0.124 0.396 -0.729 2.362 0.905 600IC18 0.400 1.36 1.926 2.194 0.068 0.412 0.642 1.926 3.000 1199 0.271 0.497 -0.723 2.347 0.905 6001C16 0.499 1.70 2.385 2.186 0.082 0.406 0.789 2.385 3.008 2242 0.533 0.602 -0.712 2.335 0.907 600IC14 0.623 2.12 2.952 2.176 0.099 0.399 0.984 2.952 3.000 2865 1.056 0.725 -0.699 2.320 0.909 8001C20. 0.380 1.29 3.074 2.845 0.058 0.392 0.662 3.074 4.276 1090 0.152 0.759 -0.625 2.939 0.955 8001C18 0.490 1.67 3.927 2.830 0.072 0.384 0.982 3.927 4.000 1617 0.332 0.956 -0.618 2.922 0.955 8001C16 0.612 2.08 4.873 2.821 0.088 0.378 1.218 4.373 4.000 3039 0.654 1.161 -0.609 2.911 0.956 8001C14 0.766 2.61 6.049 2.810 0.105 0.371 1.512 6.049 4.000 4402 1.298 1.400 -0.597 2.897 0.958 • • See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gouge sections, F for 18 and 20 gauge sections. 14 and 16 gouge sections may be produced with F =33ksi. For 33ksi 14 and 16 gouge sections, multip allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. + Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. -7- v a) .a m 1.25' .375 Min. 1°) kMws.�' +•. w u w wpewNV:+ 4wemn .. 77languam & Amouated. Toe. CONSULTING ENGINEERS 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772-7115 FAX: (541) 779 -4079 JOB M (�S�U ) � � MAI NO. 144- CALCULATED BY DATE 7-41-97 CHECKED BY DATE SCALE SuMM•Agt1 4u1 g- yin* V5E 14A% =1) s-rU D5 pier, riler, W44 MA -I s rd t .4 =11 grvo 58 rG 25SI ‘ e.' , vP5 3581 U 1(o Tor 35671) 140 &ir 1 (2e 4o01 @koc. 1 P5 400c✓_v-l+ '�o, 400 Z « 'R - r i ) T vite, = la u 56 w @J LocX (pooru I Go r T ti-e.4. SNP = got (000li) 20 9 7ru - U56 ciogqyA l �- �2)358XG14 {�og v " V%- cvo c i+ Felt T 0 7S5)(3 %f 'r�f T �5 Subject Sheet No r41_ of VO JAG 'AVI J3L Areeeciate4, y �Iscc. ` l ,n !, JOB thAl �O Et MAINO. "O CONSULTING ENGINEERS 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772 -7115 FAX: (541) 779 -4079 ILA CALCULATED BY IRTAA CHECKED BY c SCALE Now& DATE - 15 . 9? DATE EXP! 3 O Q 11 O • 31/4 i \\ \,g•A OWE kv]W. *Val 11 Hlat N6, 11 4 tar ,v1A 1!d H IC H rAgril 1 1 11 u WelVtlaed £ ' , Tic. CONSULTING ENGINEERS JOBMI/S) WA et10 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772 -7115 FAX: (541) 779 -4079 CALCULATED BY CHECKED BY SCALE MAI NO / 44149 DATE ! '4 DATE Subject Sheet No 1 "' of ... ,.,. OxIMM Toe. CONSULTING ENGINEERS JOe US«ig 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772 -7115 FAX: (541) 779 -4079 ur t CALCULATED BY CHECKED BY SCALE n gedg Fog tv) 1 , EXPIRES 001'5 -CgEANI iV M , w� TG9x3x1/4. ", -�0 E 4@Cotio-c, F.> 04 014 /c)/e, Akcii0 -3i 2 G 1 . 0 1 1 +q Subject MAI NO. 1' 1.6 4 124 DATE .o�, 17921 . F .< CI ' / ONAL 11 le 1 ?. Sheet No 1 of f MIS & ,1� T a . ������ JOB MUSIC/OS F!dIVD MAI NO 1 CALCULATED BY FAT • f DATE -H6-1/ CHECKED BY DATE SCALE CONSULTING ENGINEERS 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772.7115 FAX: (541) 779 -4079 G1c�. "T ShK oprio A frlo 001490__e$0, - c C2) Goo$c2o eA4/e4* c-gtevi ,T2A-4 �kl L r\ir* _ fog cori tl Subject Sheet No 1 8 01 5 'r017' 'S CHEpU LE _ Tor Lo onorl asruvo _TICK 11 ...._j3 Istzc2 _. 58IU Iry - - - i Nem L litievereed4 £ Atusceettel, ?me. JOB M sluerN3 MAI NO. 1-442.0 CALCULATED BY DATE i' CHECKED BY SCALE CONSULTING ENGINEERS 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772-7115 FAX: (541) 779 -4079 .. cu Y I I A .. __.3581c29 .- - . 3 5 8 9 0 1 1 366TO2o _. . c S*W.; 40oIc 1 . 40osQ Ik - . 400 Tx _ 2o 8F—bp 400lc2o Gce2ulCv __ _ G ooL12o .$551C1.5 1581920 _ 35$IU2o agre. ; , AU- %up Ttg 1(2 13P-Ark W61. e t449-8 e266 KS 9 0 T. 41 . , AU/ w C 'G Dyer APs- C/S I G -✓ 7 ) NVA � p 04 O 4 - : ,; Subject DATE Sheet No 9 of Iffeinfaeta & A44e61te4, JOB ItiUSt ty(5 CONSULTING ENGINEERS 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772-7115 FAX: (541) 779.4079 MAI NO. DATE 7-101 DATE CALCULATED BY CHECKED BY SCALE 58Tuao I Ifear("7,41;f:4-$: = Ar ALLOW fog axis • .. tot44,-reor v4/a, - pAont .r1(44(e-xt-g 0/ Sublect Sheet No '26 ot Subject Miltejaesitt & 14424Ceetrel , lote.. CONSULTING ENGINEERS Jos M iJ SU �m` $ "F/ MAI NO. )41 DATE i 411 DATE 1120 EAST JACKSON P.O. BOX 490 MEDFORD, OREGON 97501 TELEPHONE: (541) 772 -7115 FAX: (541) 779 -4079 CALCULATED BY CHECKED BY SCALE Sheet No 14 of August 11,1997 Mr.Jon White 931 Chevy Wy Medford, Oregon 97504 Dear Mr. White: City of Tukwila Sincerely, - 748WZ L 4t Z5 , Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0252 Ww.waaMMlr.' 1NaTtM a John W Rants, Mayor Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0252 Musician's Friend Qtj '2 Pk E This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division. At this time the Public Works Department, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard Suite #100 • Tukwila Washi ton 98188 • 206 • DATE: August 6, 1997 PROJECT NAME: MUSICIAN'S FRIEND PLAN CHECK N D97 -0252 TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS Plan Reviewer: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments: 1. The plan submittal for this application will remain the record document for the building permit that is issued. Consequently, it is necessary to list the code references that are currently applicable. Sprinkler code: UBC Standard 9 -1 Fire Code: UFC, 1994 Edition Energy Code: Washington State Nonresidential Energy Code, 1995 Edition 2. The existing barrier -free parking spaces located at the main entrance to the West side of this building do not provide an accessible route of travel to the proposed entrance to "Musician's Friend" tenant space. Consequently, it will be necessary to develop a barrier free parking stall and access aisle directly in front of the proposed new entrance to "Musician's Friend ". Provide details to define the following requirements: ramp, ramp edge protection, stall and access aisle dimensions and signage related•to this development. 3. The two required exits located on the North side of the building will require the stairs, walkways to provide access to the public way and provisions for evacuation assistance. Provide additional details to describe this work. '4. Three exits are required to serve the overall tenant space. Two of the three do not meet the requirements of UBC Chapter 10. The following will outline the issues regarding each of the non complying exits. I. .UBC Section 1003.5 states that a room may have one required exit that passes through an adjoining or intervening room that provides a direct, obvious and unobstructed means of travel to an exterior exit door . The means of egress through "Keyboards" (room 16) does not meet this criteria. II. The corridor that begins at the Northeast corner of "Sales Area" and exits the building at grid line "H" is required to be of one hour fire resistive construction. All openings including the proposed access to the corridor must be protected in accordance with UBC 1005.8.1 & 1005.8.2 Please review space plan and revise as required to show compliance' with the listed code sections. 5. Provide notation to plans indicating that "safety glazing " is required in hazardous locations per UBC Chapter 24. ;,• Musician's Friend, T.I. D7.-0260 Page.2 6. The condition of the building shell in the location of the proposed tenant improvement is unknown. Provide information on the plans to indicate the existing or proposed installed thermal insulation at walls and roof to confirm that the shell will remain in compliance with the Washington State Nonresidential Energy Code. 7. Expand the lighting schedule or otherwise provide a lighting summary to show compliance with the Unit Lighting Power Allowances (Table 15-1) listed In the Washington State Nonresidential Energy Code. Note:. All work deferred to the landlord remains a condition of approval for this permit Final inspection approval and the certificate of occupancy will not be issued until the work delegated to the landlord is completed and approved. CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 aagkez J, / RECEIVED CITY OF TUKWILA AUG 2 1 1997 PERMIT CENTER REVISION SUBMITTAL DATE: /6// 7 PLAN CHECK/PERMIT NUMBER: .QC1 7)a5� PROJECT NAME: f YI A 1 (i Ck(i i S f (e nc PROJECT ADD ESSP � `1L7- p1f)d(,Ver P CONTACT PERSON: Ja4' ' PHONE: 722- * C- vi s/p v 2. / (4 0i, 2 /Aa B/ff�`' - 7) REVISION SUMMARY: EV'�'v g (A Ut 3 14 - Ma D/6/ ge GO 07704/5 2 8. Igfivozzvcro I Lv iA /9 7 Z r 9 / vP24.47 Gv .6E tr-eecerf t/ S L ZZ I : 44/ "Gwt /9/44/1 TD 6.!'i „e. 2)OD,e. /,erz . Gtr ��✓pe , .e. p .vim, -vGs /L�,✓ 40}44- /7��s 5 : / v‘-as.� „Wert' 6.A4Li -zi , /off USG . GyI� /rig, : '2ov -r ,d iiver - 1 1 ,0 9 ,fy fra - Ge;04 , Z, 3, : ALG A W- leere. .I"E ■I•fZ 4- X97 4-.�9P7 / Y Z- rbe SHEET NUMBER(S) AI, A C G A 2 , A 3, A¢, A ( , , , �l - 7 1 Ag A �( F 1 "Cloud" or highlight all areas of revisions and date revisions. 2e /s/0 z (,9d0 /i Z �E���r ie t∎/.frew 772 7frfrir 4- v09c4 S 77, 9 ,'A't / w/ Gt�G . Gib ; � - eese,e-rr.ve, SUBMITTED D T o � 9 e20c / 7 s 47 se .1'eF . Ai; CITY USE ONLY 3/19/96 DATE: August 6, 1997 PROJECT NAME: MUSICIAN'S FRIEND PLAN CHECK NO.: D97 -0252 TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS Plan Reviewer: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments: 1. The plan submittal for this application will remain the record document for the building permit that is issued. Consequently, it is necessary to list the code references that are currently applicable. Sprinkler code: UBC Standard 9 -1 Fire Code: UFC, 1994 Edition Energy Code: Washington State Nonresidential Energy Code, 1995 Edition 2. The existing barrier -free parking spaces located at the main entrance to the West side of this building do not provide an accessible route of travel to the proposed entrance to "Musician's Friend" tenant space. Consequently, it will be necessary to develop a barrier free parking stall and access aisle directly in front of the proposed new entrance to "Musician's Friend ". Provide details to define the following requirements: ramp, ramp edge protection, stall and access aisle dimensions and signage related to this development. 3. The two required exits located on the North side of the building will require the stairs, walkways to provide access to the public way and provisions for evacuation assistance. Provide additional details to describe this work. 4. Three exits are required to serve the overall tenant space. Two of the three do not meet the requirements of UBC Chapter 10. The following will outline the issues regarding each of the non complying exits. 1. UBC Section 1003.5 states that a room may have one required exit that passes through an adjoining or intervening room that provides a direct, obvious and unobstructed means of travel to an exterior exit door . The means of egress through "Keyboards" (room 16) does not meet this criteria. II. The corridor that begins at the Northeast corner of "Sales Area" and exits the building at grid line "H" is required to be of one hour fire resistive construction. All openings including the proposed access to the corridor must be protected in accordance with UBC 1005.8.1 & 1005.8.2 Please review space plan and revise as required to show compliance with the listed code sections. 5. Provide notation to plans indicating that "safety glazing " is required in hazardous locations per UBC Chapter 24. t ; a ' C 6. The condition of the building shell in the location of the proposed tenant improvement is unknown. Provide information on the plans to indicate the existing or proposed installed thermal insulation at walls and roof to confirm that the shell will remain in compliance with the Washington State Nonresidential Energy Code.. 7. Expand the lighting schedule or otherwise provide a lighting summary to show compliance with the Unit Lighting Power Allowances (Table 15-1) listed in the Washington State Nonresidential Energy Code. Note: All work deferred to the landlord remains a condition of approval for this permit. Final inspection approval and the certificate of occupancy will not be issued until the work delegated to the landlord is completed and approved. Musician's Friend, T.I. D97-0260 Page 2 • City of Tukwila Fire Department Ru* I, I qq Fire Department Review . `� Control # T1 � Re: T.I. at Ir1w5)ClOY)%5 Fr(COCI Dear Sir: Sir:D:330"Lta.kdMer Pk W The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely, attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575.4439 c, • / ' City of Tukwila Fire Department Page number Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable'fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where, otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or anon -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 3 City of Tukwila Fire Department . Page number 4 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submi to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code,. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Ail': r.•� ik��i ::VU.M+1taiYV..a4%e.•aww•au�.e e. sa. w.. ..u.nvwt>.n..ww.rwnmw..v+w+�m•w •v�...rr+:« Page number City of Tukwila Fire Department NoPtqf requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) John W Rants, Mayor Thomas P. Keefe, Fire Chief The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • John W. Rants, Mayor Thomas P Keefe, Fire Chief to Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 1206) 575-4404 • Fax (206) .575-4439 '.:".,.:, '.;:',.;!:'." 'pEOSTFIKIJON NUMBEA ! ' • .' , E)(FIFIATI(*DATE ''.. ' '''•'''',-;;.::::''' ';(.1‘6 T NIT 0t, .08./.18•1,f9E ' te 0 or ti :0E' .154i it:_Y:n.s 'id,i-,..1 Li t ;••••,:- •;;:,:: • . 94 =t17,M2 4 .2.1.V.akAmonz2:41".M2eXLMV.AM.Vo'ff . DEPARTMENT OF LABOR AND INDUSTRIES • THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A 421MigaZeIRENZZYMN=r4Y.t&Y r"..11.WANW:4;1:4'14 CLTh13T1 • OF. t • ; • 1.C. 13 ! INTER 101`. CONSTRUCTION :CO fie..., 1 . 'SFA7'11.:E.: WA 9811 40185 : . STATE OF WASHINGTON Christopher Lest Hungerland ARCHTECT 5301 Rose Loop NE Bainbridge Island, WA 98110 . 1 . 7 Tel: 206/842-0450 Fox: 206/842-3882 1 , SEPARATE PERMIT REQUIRED FOR: EXTECNANICAL 0ILECTRICAL IB ' PLUMBING Ds PIPING CITY OF TUKWILA BUILDING DIVISION 17 Pr' = ,r , , . , , I 11 ,, '" , 11 " if A / ,,, ,i/ , ..=. . -7-1 0111111 ' 1 ... --.1 ..- . ...Z. -.... - E. , I ri/A /,'*' :/' \,, A ,. DIII 1 - -L , _ --- --___. --- - 1 1 , 1„, ' , . ...... • ... ..,. ,. ' APPEI.'0'3V C:,,,,,ES S'IALL BE NIA,E TO MD MAT INCLUDE IDOMONAL PLAN REVIEW FEE. MADELlhE SPEER ASSOCIATES, NC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Suite B Ashland, OR 97520 (541) 552-9502 FAX: (541) 552-9512 L 1 RLE copy L ....._ L i I .bject ----=----.-- ...::' _ arLoptal coda or • •' , Robot of -• , • : • • ill - TuKwiL A wAsHINGToN P .--' Pm. No. D9-7-n,g REVISIONS A[ DESCRIPTION DATE ABBREVIATIONS GENERAL NOTES , PROJECT DATA SHEET INDEX A ADDENDLII I z^_, AD. SAM \§ ) \ | |\ \§ p - q h§h §5 | \] §hh \ &§a@ 6#gagg tam&§ £&;#J,Jaw£dgbwb&+ §" , /� ` -•® ° , § 1 „ ; ! - 1 t [1 J | | halOFIWO §R ABM [ ! /@LhQ da&22 a#&b WHIM /gaga h§w5@@ L EXT NOC4TED ON FLANS wows LOCATIONS OF ILUMNATED $4.* C. SEPERATE • 20. EMT SIGNS 504&L CalFLY EN NEC SECTIONS WO I 1013. EXIT SIGNS SHALL BE CIMDITTST. SEE R.00R FLANS AND ELECTRICAL DRAWS.. .1 eLOCK LETTERS, 6 MIN. NEIGHT WIN A STROKE NOT LESS THAN 3/4 THICK LIVINANCE ON FACE CF SIGN SHALL BE 50 UIX. DOT SIGNS SHALL C.CIIFLY 0I7I4 1. ALL EXITS STALL BE OFETATNIT FROM TEE ABIDE WITH= TIE USE . A T. SALES INFORM FIRE CODE ARTICLE U. AREA ENTRANCE DOORS WIALL NAVE A 61.1 STATE* MESE DOORS ... REMAN INLOCIED DURING MENEM 14CURS N GE-EWE ITN HIGH LETTERS. 21 WOW CONTR4CTC42 SHALL OBTAIN SEPARATE APPROVALS AND FEFairrs FRai APPLICABLE GOvERNIENT AGENCIES FOR NEE . 3. AN APPROVED SET OW PLANS (131.11LDIT*, FRE seRwLER FIRE ALARM ET. I.ALL . T. TIE JOB SITE •• cti. NO INSFECTICNS WILL BE M • - IANOE 22. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIN.* ALL NSFECTICNS AND TESTS ION . ...TIRED TO BIFLEIENT TIE PLANS AND SPECIFICATIONS RECO/ENDED BY TE SOILS REPCRT AND/OR REWIRED BY ANY GONE:WENT AGENCY. SPECIAL INSPECTIONS 4. STUD PARTRICNS SHALL WE CCRETTRICTED OF METAL STUDS PER STEEL STUD SCEIDULE I GEC SECTION nou REQUIRED FOR FIELD 1LELDf. AND POURED IN PLACE CONCRETE (S0(4 / 819/ CF MARQUESS 4 ASSOICIATES, INC. STRUCTURAL 81W000 DATED 1-15-91. OVER 2,500 ESL ALL METAL STUDS SHALL BE IC430 APFROVED AND PETALLED FER MANPACTURERS TRICTICNS. 23. CONTRACTOR SHALL COORDINATE ALL WORK WITH ININCIANIS FRIEND. 5. - 1' SEES A. ONERLTSE • CR SPECIFIED. 24. WOOD PRODUCTS THAT ARE USED 14 NQN-COMERTIELE EUILDINGS SHALL EE PRESSURE-TREATED WITH AN APFRCMED FIRE RETARDANT N ACCORDANCE WITH NEC S. CONCRETE BLOCK WALLS ARE DbENSIGNIED TO FA. CF .- 7- .,,.. SECTIONS PM 4 20110. PARTIN* . An DbLINSICNED TO THE FACE OF F511544 INLESS OTOWWESE NOTED. 1. CONTRACTOR SHALL FRONDE FIRE EXTIMUINERS WM REQUIRED SIGNAGE AS DI.CTIED BY TIE LOCAL TIRE DEPARTTENT. NOTED AS TO-I AND FE-2 .1 DRAWINGS. a CONTRACTOR SHALL PROVIDE CONCEALED BLOCK.* AS REQUIRED TO SUPPORT AND SECURE WALL FIND FUGLIFES, WALL STANDARDS, TOADS ACCESSORIES, ARDSTECTURAL AND MILLWORK ITEM, ETC. EX.PT FOR EXPOSED BLOCKING AT SALES FLOOR FIXTURE,. 9. COMPACTOR SHALL BE RESPONSIBLE PLR ALL FEES AWE ALL COSTS FOR LICENSES, FERMITS, SERVICE CRAFEES ETC ASSESSED BY ANY GOYER41104T AGENCY OR UTILITT CJOMPANY. 10. CONTRACTOR'S INSTALLATION OF ALL MUTES AM SUBSECIENT 1400K-UP SHALL BE AS NECESSARY TO ASSURE RFORTANCE WITH alum CCX-PANT. FE IL CONTRACTOR SHALL FRONDE ACCESS PANELS AS REGUIRED BY PLUMBING, AIR-.NDITIONNG " t2. .NTRACTCR SHALL BE RECUIRED TO BRING ALL UTILITY LINES (WATER SEILER, GAS A AND ELECTRIC. NTO THE MELD. FRMI TERINATICN PM. (NOT NDICATED CN PLANS) vERFY SIZE AND LOCATION . UTILITT U.S. FLOCR-CELING ASSEELY. OR FIEETRATE R. RATED CORRIDOR WALLS. 14. III DEW 0 11,14 I 5 AND OFIL56 A89(3191.1Ea ADDRESS 240 ANDOVER PARK WEST, IIIMUILA WA 9290.0 LEW/11=1E0Jan TAX LOT • 0223100010 2ABEESELEMO Z226 1. nicti MIMUILA CatIERCIAL) SITE AREA XX:MX SQ. FT. LN.ELPJNONEKETt 45' PEAlalia_NIMEE 2RaditlaMLE ADDER:VI 3 8/115/S1 Agali=861 Al TITLE SHEET ANT SITE FLAN A2 R.00R PLAN AS .FLECTED CEILING AND LIGHTNG FLAN A4 ROOM R41914 AM wax SCAEDULE5 AS DETAILS AS RESIROOM FLANS, ELEVATICNS AND DETAILS Al PAVER AND SIGNAL FLAN A , F2 FIXTURE DETAILS SH 121 91SLICTURAL DETAIL SLEETS, CALM A. SKETCHES TENANT IMPROVEMENT IDRAVVINGS .48PAIEBAIVInctill&L . OCOA,NCT GROUP METAL/ 5-2 C.STRUCTI. TYPE Ill-N RI, SFRSKLED EUILDNG CODE 1994 MC . _ .... _ .... .. _ SPRNCER CCM (DESIGN BY CONTRACTOR) MC STANDARD 9-1 : 1 FIRE CODE LEG, EDITION STATE N ENERGY CODE 000030 STATE ENERGY CODE, 1895 EDITI. SCOPE OF WORK mons MUSICIANS FEND a,30 '240. ANDOVER PARK WEST TUKWILA, . WASHINGTON 98188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772-5173 . INTERICR ALTERATION CF EXISTS. RETAIL SPA CE. MEW NET SALES NET STOCK N. mum. SF. WALLS GROSS A.4 ACCESS AMS/225-952LIEL STZ2.1E41111.0A2 RESPONSIBILITY SCHEDULE 19682 SF. •30 • 523 FERE°. 1,438 SF. .300 • 5 PERSONS LIST CF ITEMS NOT SPECIFICALLY IDENTPIED al DRAW./ ..' i4 la*8 1 24 Plei -lag; '02 2ft 11)10 SP. 020 PERSCNS .2. 105 L xxxx, SE IN. IN. ALL DOORS NULL BE ' . MN1TE LAISELED WITH DRAFT CONTROL GASKETS AND SELF CLOSERS. ALL ( AT OPENINGS SHALL TOE PROTECTED BY 45 MEWS WEED G IN LAZG. ALL DUCT FEREIRT,...5 SHALL HAVE C.1.3.11CN FIRE DAMPERS =WORMING TO WC STANDARD NOS. 43-1 AM 4342. • 15. HAZARDOUS MAMMALS MAY NOT BE STORED DISPENSED OR USE. TO FRONDE AN APPROVED F. SFRINKLER SYSTEM PER FETPA STANDARD 13, AND IBC SECTION 00412 AS REGULATED BY LOCAL AUTHOR, 5.8111 DRAWMS TO CITY FOR APPROVAL PRIOR TO CMIENCNG WOW. n. THE MAMMY FLOE SPREAD CLASSIFICATION Of FINISH MATERIALS USED ON TIE 1NTEROR WALLS AND CEILNGS SHALL NOT EXCEED THAT SET FORT. N LEG SECTION 204 TABLE 8-A AND TABLE 8-5, FOR TYPE 19 ocaPANcr. 18. LIGUT AND VENTILATION SMALL COIF, ILAN UBC SECTICN t202. TO GLAZED BULL COMPLY WITH IBC CHAPTER 14. CF EXIT WOOFED .... 00 LW IN. FRONDED. (1994 LEC 100322 A III EXITS REQUIRED - 131 510115 PROVIDED OMIT I IL ITT ACCESS PANELS II CASIERAP FDGURES CABALIRAP .GISTF_RS/WIRD* SALES TULL FIXTUIES SALES '2iE.,. ........ 10 'I TV 7- 7 -7 7 - - --- = - -. • .. - --, ‘.; igge . - ... • - Y.21 4 • RINP• W - - W RISIPP . W ' 'maw A --, • - SCAB (SEPARATE PERITO RE EXTINGUINERS DB1METRATION (MD Saw LIGHTING II X DEMONSTRATION .ONSTRATICN FIXTURES AND EQUIPMENT PA i URA. E3 REQUIREMENTS THE BUILDS., PARKNG FCR THE INJILDNG, AND PAIN CF TRAVEL TO THE BUILDNG SHALL COMPLY WITH 'ADA- ArERICANS WITH DISABILMES ACT CF IS INCLUDING ACCESSIBILITY GUIDELSES (ADAAG) REFER TO SITE PLAN FOR PATIO OF TRAVEL Pt. SUB PANEL NIGH END GUITAR DISPLAY ECLIPMENT X STOCK SHELVNG ME CLOCK X X LMTEL. L CONTRACTOR IS IESPC00oWLE FOR ALL PEES AND COSTS FOR FERIITS, LICENSES, EDT. 2. CONTRACTOR IS .5PCNSIBLE FOR COSTS OF INSFECTIONS AND TOOTS. MATERIAL LEGEND REFERENCE SYMBOLS . ADDITIONAL DESIGN CRITERIA SITE PLAN REF-ER TO SHEET AU FOR DETAIL AREA MAP WALL AND PARTIT LEGEND MINIMUM MECHANIC. REQUIREMENTS .. \ sa.moacrm ( xew..... SHEET TITLE :"FIA • E A RT I-1 ( 0€ C T lal , r METAL. (SECTION) C..L1-114 GRID REFERENCE MAX. INSIDE SUMMER TEMP.: 76 DRY BULB MAX. INSIDE WINTER TEMP.: • • - 4 •ULI3 EXPOSED ROUND/ELLIPTI4 •L GALV. (SMACN DUCTWORK (PAINTED) RIGID OR FLEX CONNECTION AT DEPPS IN 2X2 GRID AT •■ FFICES/TOILETS (INSULATE CONCEALED DUCTS). MAX AIR VELOCITY: 2,000 FT/MIN IN MAIN SUPPLY DUCTS 600 FT/MIN IN LOUVERS ZONE SYSTEM FOR UNIFORM TEMPETATURE 8 DISTRIBUTION: TOILETS: SPACES CONNTIONED 6 AIR CHANGES/HR. STOCKROOM, 12 AIR CHANGES/HR. 4 AIR CHANGES/HR. MINIMUN 20 CFM OUTSIDE AIR PER PERSON (35 CFM IN SMOKING AREAS. BALANCE SYSTEM AND PROVIDE REPORT. PROVIDE IS BOUND SETS OF EQUIPMENT AND CONTROL OPERATING INSTRUCTIONS. NATURAL GAS: AS REQUIRED. TITLE SHEET TO CENTERLRE $1,1120L DESCRIPTION ... CONCRETE fSECTICN, 16919011IIIIINIIIIIIIII .E.T M..- ISLES') .TAIL RIMER E XISTING WALL FRUSI4ED MILLUMRK WET NMEER IMENEMIII TO REMAIN .._,. .--......„ \ ..._‘, ,.,..:__,,,,_ (ARCHTTURAL/ NEW PARTITION - UON. ___1 .. , = 1 , :iz 1 EL &W ok VI / CONCRETE BLOCK (STRUCTURAL, A.' SECTION OR DRAWN W t. DATE 01-11-91 (FLAN ■ SECTION, aggWgE K ''' ELEvATION REFERENCE - = TO BE E.XIST. 9.1.4 = REMOvED i V / ,', ri. •KT — r _ .1_o ( , I L • ■ WV OF 111PM 1LA APPROVED AUG 2 6 2.07 Al ,3;a CHECKED CD PROJECT NO. 9111 . SECTICN) • PLASTER (SECT. D00121.93. RILL REDO-On tuALL 4 ELEvATION4 Vila= CERAMIc TILE HARDWARE REFERENCE -,-- - APPROVED me WOOD-IBLK.G (STRUM./ ... I I ROOM OW SPACE INIMEER ErU,L,,, ,. .,,,,, ... !:TEEL STUD WALL I i ELECTRICAL REQUIREMENTS RECEPTACLE 50A 0 4801 ( REQUIRES TRANSFORMER) LIGHTING: 200A a 120/208V (INTERIOR ONLY. HEAT/COOL S: 126A a 120/206V (REQUIRES TRANSFORMER( 1MAY VARY WITH LOCATION) 475A (1.251 PROVIDE 1300A, 3-PHASE, 277/480V MAIN FIRE SPRINKLER REQUIREMENTS SALES AREAS: ORDINARY HAZARD (GROUP 2) DESIGN DENSITY OF 0.17 GPM PER SQUARE FEET STOCKROOM, DESIGN DENSITY OF 0.39 GPM PER SQUARE FEET I ' i n n . H U If - ' FILE NAME TU , INSULATICN '222.)L2SL e.,,_T CPLAN cZ_V 4 P lammum 71:=:' 110 WALL . NSION I - _.-...-•••0 if b TOO GA %%RA AUG 1 1997 PERM SETREE SHEET NUMBER Al SHEET I OF E = 5TRANDER 5OULEVAIRD GLASS (SECTION, Doi 2_ 5 2- NI.IOR ELEVATION KEY 3 SITE PLAN AU SC. I 20' -0' ENTRANCE EXIT WIDTH 6' -0" ENTRANCE EXIT WIDTH 6' -0" AREA OF WORK EXISTING RETAIL SPACE FOR TENANT IMPROVEMENT 11,594 SQ. FT. EXIT WIDTH 3' -0" D7-oz5z- ii:i: NOTE: BARRIER FREE PARKING, ACCESIBLE ROUTES OF TRAVEL, WALKWAYS, ACCESS, AND PROVISIONS FOR EVACUATION ASSISTANCE FROM TENANT'S SPACE IS WORK PREFERED TO LANDLORD UNDER SEPERATE PERMIT. S ELUDING SETBACK LANDeCAPE BIKER 7 e I r 15' LANDSCAPE EXPFER Lifer 355' -b • 1 STR4NDER EOULEV4RD EXISTING RETAIL SPACE NOT IN SCOPE OF WORK PROPERTY LINE v ,arzwnn 11997 PERMR CENTER Christopher Leet Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 Tel; 206/042 -0450 Fax: 206 /842 -3882 MADELINE STEER ASSOCIATES, INC. DESIGN CONSULTANT 1709 Siskiyou Blvd. Site B Ashland, 04 97520 (541) 552 -9502 FAX: (541) 552 -9512 REV I S I O N S A I DESCRIPTION ) DATE /7\ AVDMM2 6/699 ADDENDUM 3 6/6/31 TENANT IMPROVEMENT DRAWINGS MusIciANs FRIEND SHEET TITLE SITE PLAN DRAWN BL CHECKED CD APPROVED M5 DATE 01 -11 -91 PROJECT NO. 9111 FILE NAME 111-Al -1D116 SHEET NUMBER A1.1 SHEET OF 12 a30 240.. ANDOVER PARK WEST TUKWILA. WASHINGTON 98188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 Christopher Leet Unfledged ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 iiihi Tel: 206/842 -0450 Fax: 206/842 -3882 MADELI E SNEER ASSOCIATES, NC. DESIGN CONSU.TANT 1109 Siskiyou Blvd. Suite B Ashland, OR 97520 (541) 552 -9502 FAX: (541) 552 -9512 R E V I S I O N S A DESCRIPTION DATE L' \ Amara, I. 8J1/91 2 ADDFNDIM 2 818197 2 ADDENDUM 3 8115J91_ MUSICIAN'S FRIEND � ANDOVER PARK WEST TUKWILA, WASHINGTON 08188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE FLOOR PLAN DRAWN DATE JD 01 - 11 - 97 CHECKED PROJECT NO. CD 9111 APPROVED MS FILE NAME N -A2000 SHEET NUMBER A2 SHEET 3 OF 12 ccr FLOOR PLAN scuE US' • bq o2-52 24' -6" J 24' -0" 24'. -0° 24' -0" i 24' -0" TYPICAL INTERIOR KEY UNLESS OTHERWSE NOTED EXISTING SIDEWALK TO REMA DEMISING WALLS NIC. wow TO BE COMPLETED BY LANDLORD UNDER SEPARATE CONTRACT. ADJACENT RETAIL SPACE NOT N SCOPE OF WORK NOTE: EXISTNG CEILING OVER TENANT SPACE U/ 9 -30 INGID INSULATION 15089 CLASS S BU ROOF TO REMAIN 24' - 0" NOTE: PR OUT WALLS 3• N FRONT OFj COLUlMB THIS WALL ONLY 24' - 0" ADJACENT RETAIL SPACE NOT N SCOPE OF WORK 24' -0" 24' -0" FUR OUT WALL TO R;Lf STRICT.G PROVIDE INSULATION AS REL. (557) RIR OJT WALL TO PROVIDE NSULATI O (SIB) : -0" 4' -9G 5' -9" 15' -8" 6 -0" NOTE ALL SALES AREA U44LL5 TO BE 11' - 0• LION. 22' - 9" SELF SUPPORTING LIGHT BAR ABOVE • 14' -0• AFG MICR. SUPPLIED 4ND INSTALLED BY 555/AN9 MEND r r T 6 -0" 22 -9" TO MATCH WALL a„ ' EXISTING 45 MINUTE RATED DOOR W/ PANIC HARDWARE AND CLOSER TO REMAIN 10 lir 6' -0" I0'- 0 11/16" TIM 22'-0" T{I-�- N 1/16" 6' -0" ' -2 9/16" 12 -IF i5 A0'0 Cal NOTE LANDLORD TO CONSTRICT DEMISING WALL WITH PANT READY, WNTERRIPTED GYP BOARD SURFACE ON INTERIOR SIDE OF 5I15ICIAN9 FRIEND LEASE SPACE NOTE: WALLS AND CEILING IN HALLWAY' 4410 EXIT CORRIDOR TO BE OF I HOUR RATED CONSTRICTION ADJACENT RETAIL SPACE NOT N SCOPE OF WORK EXISTING LOADING ACCESS AND TRICK MANEUVERING AREA Cm OF nue.'stn AUG 2 6 1'x;7 IIECENEp CITY aF TUKWLLA AUG 2 11997 PERMIT CENTER Christopher Leet Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 1J ......,.. Tel: ZTN/842 -0450 Fos: 206/842 -3882 NADEL* SPEEN ASSOCIATES, NC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Suite: B Ashland, OR 97520 (541) 552 -9502 FAA (541) 552 -9512 REV I S I O N S NOTE: OMIT (2) 'yB' LIGHT Fl 5 - ADD (3) • • LK+Nt FIXIIFES. MID fU'X° IXlt SK3{ © = � I EXISTING SIDEWALK TO REMAIN S `t 0 p ---� Qp // TH -I (7YP OF 3) TH x '7 Y x P /H - (ilP OP 9/ B B A A A B - Y - *'u- .. A V1 .• ® � � 1 , 0" ANDPE IGHT ( � cA . AID TRUCK MANEUVERING AREA - 6,111/6'. I (TYP cF TN 24 A A A in A A A A- x 3) II A A B B B x : x : III , I A _ SHEET NUMBER A3 SHEET 4 OF 12 FRI LAYAWAY /y / -- I a '..I I 1 ST-2 1 �- _ _ __ III S7 III ST I I : 97.4 �'tE B ST 21 n A o _ A« At I II 6 " A '.II! - 1 5/16' 1 1' II 5/16 III n I 'III A II! ' III A III III III' t II'. ,I I I I. ' A .�i 6 - l' - ®" FR2 FR2 \ti / / - Q RL �, ..I ■� 9iy -- - ' i:: I A : ( : » 19A2 . T -I0 S.)1 - A B A v x x x - T14-1 ITYP CF 31 0 - - A ST . 1 $ -- 'I I! I I', 5 B a A A : :: 6 6: - - -- rH -1(TYP OF 6) ST. TH•I (TYP r 1 i: OF 8) .. r I iu/ A , _. C r w !L _ • 1 FRI I ° Q i• // n ST -S -. B B B ..-PL'.!--' (25 0'AF#� . FR2 REFrINNC i x x i ST -K TH -I cm. !F t) : ,>,e, 1 4FFFOATp e� © Y II I A o e= EXISTPIG TO • _. FRI: II oQOiOLM/ An ST 10 / _____ -. <MT II, EASSG ICLOS p IS ,,, f 11 O B- TYPICAL 8T -II °.-.. - 5 5 stn _- - - "1 - . - 19'- ICI - L.1 - I 16o : • 1 . OEM . - \ \ @® �! T. TCH TELY 1 I 1 SWITCH SEFERA - I � - 7 ^Oil II ADJACENT RETAIL SPACE NOT IN SCOPE OF WORK ° _. -- - °- .... .. ._ eRFA 0 -. 0 I IP° i � � ■// 17 i ■■„ i -- $ ..- m mill V �■ ...v. A .101111 Q_.. -... - - . °I ° ae,F S A - .... .. ® - ._..-- -- -- II I i t ' 1����� � i� y t -{ ®;.__ WANOWNINII Ilk EfT- /© ,l - - -O © TN in O- ' O0 1 - 11 II -_ ' , . -' --- _- .� -_... _ p_I DE LES60Ntf+ ODOR , -STRIKE SIDE Cf -TYP. - i� L 1 - - - -- - - - L I_t _ - - - - 6 to to oil MM►/■■A R miN,1- '..maim I JJ 94-1,P Cf 31 AAA 4 Leo RETAIL SPACE . IN SCOPE OF WORK TR MAT. TO 2 DA'Pff23) FOR 2 CIRCUIT TH-2 (TYP CF 6) RID FILTER'S.' SLUE i.UEFILTER'B' No FLIER w' (FILTERS t0 BE HOUSED M BARN DOOR aCCEBSORY) - I 1 01) 15'-5 1/16" I 9 v RFrfxnar. - fTTP OF 3) 114-1(TYP OF 6) TH -I (TIP OF 6) 4/ O A , / / '7' p•, '' 4 / "74;1'4 / .1e.'''' T.: - • \I Atoll B\% : „, =v T -11 ` A I ACOUSTIC 1 -- r 8T A .'I ST - �T - 4 B B A ST -16 - 9T -16 A A B B 4 ap 14.1 Eter 'r 144-1 ST IL T I,.. ST A ' vBIDOR I I I � A T a I 1 1 3 • I I A. A A MP CR B) :i:' I A Q 4 ST 0 b. I A 1 A 1 A ” 9 q« A. A. �F Q 5 r ST-ST-2 I II � �— . 3/4" I3 - - �. B v -- 3' -0 I/i4' 6 ' - B 0 O -- SHEET NOTES ' v O 1 / A 1 , I . �.. A ' e .. 1 I n U - ` Ao , / o /w J\ � A _a • FI FfTGir_ dMM 0 ita A II 0 - • A A III I I' • • i a I I II - a .. L FLIORESCBdr FIXTURES, TB LAMPS SHALL BE ECUIFPED WITH GE T. 3500 LAMPS _ A _ ' " - 7 , - rS = .. .:t OR AD - 'DISCRETE" ELEOTR7AIC T9 2. }*HTINGPLAN SHALL - e.ctoF'EB -Atio PROVIDED - BY- PAINCI R TEND- FOREAEN FR EGF. *an* PLAN SERVES AS REFERENCE CNLY FOR DIAGRAMATIC FURPOSES. A SITE-SPECIFIC- JTB AS •.• B • - 3. FRONDE SEISMIC BRACING AND COMPRESS • ` .119115 RE. , - LIGHT FIXNRES SHALL BE SUSPENDED IN COMPLIANCE UM GOVERN.* CODES. 4. UNO. ALL TRACK LIGHTING TO BE CENTERED CH WALLS. I I s 11 I I - 11 ! 1' Pfd? AaDlO ' ` - THAI A OF 3 I I' 1 IP I I A 8 TB I (T'P A A A Ill 8T IB z z z z x s z II of n) III TM -I rTIP A s) 24 _. ' ,ST -BA A A II I' A A A Bt -S A A A A A A A Q ST -ti "� A r 1 ® 9'-0'AFF ATI '.. NEW ADJACENT RETAIL SPACE NOT IN SCOPE Cf UIORK 144'_6" REFLECTED CEILING AND LIGHTING PLAN A3 .. IV • I'-0' A NOTE: LIGHTRG SUMARr AND CCMFLIANCE d WASH. STATE NONRESIDENTIAL ENERGY CODE TO BE SUBMITTED UNDER BEFERATE PERMIT FOR ELECTRICAL WORK. LIGHT FIXTURE SCHEDULE ,�� ._..m .! -. _ BELL mow' Cd1PACT FLUOfECEM UTILITY DRd"I LICi1T/ 1 LN1P LIGHT - - TU' - Or FIXTURE " " BUNTING T SCHEDULE VO TAG • •4 110 29 AM QTY 1 ► A PESCRIPTION MANUFACTURER/MODEL MOUNTING CEILING VOLTAGE l20 nl`l AM QTY C. A O A B• RECESSED run LAMP COMPACT FLUOrESCQU DOIWLGHTE PRE5COL.HT CFR326EE -492 58 bCE /•p 2 - -4- L INCLOSED METAL HALIDE Lao, aim. SUSPENDED INDUSTRIAL tA° n 0' • 14' - AFF TO BM. OF FIXTURE 11 0 300 +ARE BUFER F4`LO -ARO PIS 2 . FRO.. I FIXTURE SPEC.. USN HOCK AND 3' CHORD AND PLUG / VERIFY MOIMRG METHOD dCOI1F R •., :+' Y\ WALL MOUNT GOMPACT FLLORECEM SGCNCE - . 101 x B TUN L P L MOUNT 110 19 GE Fl30XlSPXA5/830 CMS. FIXIIIRE J^ , ANSIN CMS. FIXTURE Q ' _ p0 . 20 n L, - SURFACE WALL M 425 CtNT _ ■ B ti. SUSB PENDED INDUSTRIAL 0.UORESCENT STRIP WITH REFLECTOR 2 LAMP B FOOT LENGTHS AB- 296H0 -U -U0 20 GE P*Te/5P35M0 1 I y p TRACK SYSTEM 34/TSB/TBII - EL - MOM n'-0' A. CCNIRACTOR TO HELD MEASURE FOR REQUIRED LENGTHS A`✓D t0 VERIFY SUPPORT METHOD _ 1' X 2' RECESSED RUOR9CEM d PARABOLIC REFLECTOR 2 LAMP I1LNE COLLMBIA i- 1- 31U6- G- LB -33 -S E158-20v 0 TO GE F321-8/51,35/U/6 2 C YLINDER TRACK LIGHTS - PAR 3E HOLDER PRESCOLITE TNI4 -BL GE 60PARMIRP.30 GE 100PARMIRTFL73 I I LOCATIONS INDICATED • 'A' ON PLANS LOCATIONS INDICATED • 'B' ON PLAINS SURFACE STRIP FLUORESCEIN - 2 LAMP LENSED COLUMBIA rL2 ®- MATTE APAL ACRYLIC LENS U0 f i F317BrsPX35 1 CT'LINS)ER TRACK LIGHTS - PAR 3Q HOLDER d SARI DOOR a COLOR FILTER PRESCALITE MB - BL -T63 QO GE 50PAR...N.125 I G I Y Of TZIV, T Q3, TI43 ACCESSORIES 0) EACH !COLOR FILTERS) FPRCUEO COOSETECK COMPACT FLUORSCENT BALL FEATURE LIGHT DELRAY F2425EU99 120 41 PHILIPS PL- T42W/35 /4P I CCfFRa'I L::OArION IN FIELD - RELATIVE TO EIGEAC£ INSTALLS ONTO CABRETRY BALK TRACK LIGHTS TRIFLE SI SIGN L IGHT PRESCOLITE Thos -BL _J_ 'e MARCE TRIPLE-SIDE 8 - 50052L -4 SS -SI8TEL-4 I10 100PAR38HRFL25 GE AUG 261997 SURFACE MOUNTED EXIT 5rt4 d LED LAMPS AND INTEi AL EATTERr LITHONIA ti- etiA10A11 D0 15 RED BU .B - NCANJD. I CO�R maw • B'-0' AFF Ce1TERLRE LESSCH R cti DOC� � _, R: "., .:.'. -:•. _ .... t til2T):: VERIFY VOLTAGLE W ELECTRICAL ENGINEER OR CNCNTRACTOR PRIOR TO ORDERS.* FIXTURES - .. N i_ VERIFY VOLTAGLE d ELECTRICAL. ENGINEER OR CNQITRACTOR - PRIOR TO ORDERS* FIXTURES bc)-7._ 0 a �� "2 SHEET LEGEND S RECESSED DOUN -LIGHT FIXNRE 04 PENDANT HIND FLOODLIGHT FIXTURE A EXIT LIGHT OR COMBNATICN eaTosRGQICY LIGHT TRAC -LIGHT FIXTURE nECErvEO CRY OF TUKWIU O RECESSED DQIN -LKFNT FIXIIA2E Q IAd1.L- MOWTED FIXIL9E �-� PB•mANT HLNG FLOODLIGHT FIXtUI� O FLQR�BCBIT LIGFIT FIXTURE AUG 2 11G97 LIGHT FIX 0 PENDANT HUG DC9N -LIGHT FIXTURE $ WALL- MOWTED FIXTURE ® 24x48 RECESSED FLAMES*. FIXTURE 2i EMERGENCY LIGHT Male, PBN/R ceHren p RECESSED LCE VOLTAGE FIXTURE Christopher Leet Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 1J ......,.. Tel: ZTN/842 -0450 Fos: 206/842 -3882 NADEL* SPEEN ASSOCIATES, NC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Suite: B Ashland, OR 97520 (541) 552 -9502 FAA (541) 552 -9512 REV I S I O N S A I DESCRIPTION I DATE I TENANT IMPROVEMENT DRAWINGS MusIciAN ANDOVER TUKWILA, Medford, 98188 MUSICIAN'S 931 CHEVY (541) 0 - PARK WASHINGTON FRIEND WAY Oregon 772 -5173 WEST 97504 SHEET TITLE REFLECTED CEILING AND LIGHTING PLAN DRAWN CARD DATE 01 -n -91 CHECKED CD PROJECT NO. 9111 APPROVED MS FILE NAME 111 -A3DWG SHEET NUMBER A3 SHEET 4 OF 12 CD FINISH MATERIAL AND SCHEDULE DOOR O SC41 es.. NOT TO SCALE ( DOOR SCHEDULE scuc: Nor TO SCALE ROOM IdI C WALLS F FNI&N MATERIAL P• PANT FINISH CEL.NG IEMARKS - DOORS FMLEB l32V1,11 NOEL REMARKS /: ADDENgtt 3_.._ -__. fib' 131_ 3 4 5 6 V4° CLR TENANT IMPROVEMENT DRAWINGS IBYB ` O I �ma�m NOTES 0 ANDOVER PARK WEST TUKWILA, WASHINGTON F MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE ROOM FINISH I I LJ SCHEDULES / ' ® DATE JD/EL TEMP. GLASS 5 ' PROJECT NO. PANIC HARDWARE uVALARI ND. DESCRIPTION OP BUNG SIZE THICK MAIL TYPE J • = SHEET NUMBER S SILL MAIL cm rows Ar !� 1101 Iii1 O 0 ��0� 0■ VEKLNt -0° ¢asON F O ©O O LOOC6ET °, iPLATE ♦ - LOO�BEt I 3 -00' 0. EE 3' -0' x T-0' :68ON F Q N d N d O N d ■S ® -0' IO © 013 0 3'-0' z 1' -0• I -3/4' SC H'1 A © :680 `.E F 1 F - -8 1 02 0 O �= ■S 9 -0• I!MI { O4 LESSON 3' -0' x 1' -m' I -3/4' SC FM A 0 © LOUVER 6 9 /TILES =RE READ) O LESSON ROOM 3 x 1 i -3 /." 6C PM A Q 1 m N O O ©� � I x O [O O O ©�Nm O O Mil m -� ■IS■ a 9 0° 9-0' 1O ©1O 013 SOLID O LESSON ROOM 3' -0' x 1' -0' I -1-3/4 SC 40.0 PP1 PANT GRADE CORE WOOD ELIASON' RNCP -10 ALM . COLOR CAL - GLAZED • -• • - PANIC HARDWARE w/ALAR1 1O © TO 0 CAL-WOOD OR ALGOMIA BIRCH 81MPACT BASE O : N STOCK SAFE, Y GLA99 RE-CURED D 9 O RECORD!. F Q • ml 0 Nm O © H an IL EO 1 g' FACE 'um PM FRAME, PAINTED. SIDE 4T HAZN�OLS.LOCATIONB 3/13' IPIDFJRNf. O © 1 O ® TLLO YEAR GUARANTEE ON ALL 20 MITE RUNG 6/ CLOSER PER URIC CFL 14 Q © ® LAA WAY • O CYMBAL ROO1 3'-0' x T' -0' I.3l4' BC .- N FT1 A _CORD. F - N l �C - =� ■�■ ■0 S U N U we 4J 9' -0' 9 0° B' `' r 9' -0' t 9 0' I 6 1 13 O O O O u O O O EXIT CORWDCR x '-0' 3' -0' T I -3/4' I -3/4° SC 9C "mpA INES" r� PP1 A _w 20 MR 2/ 8 L2 r _ ', ® N �t © ` L- N © D ® ® I I O W O.S TOILET 3' -0' z F-0' 9 C1 STUDIO Q Hi 0 0 C 0 O ) 0 O 0 0 ] N d Y 0 0 v O MEET'S TOILET 3'-0' l -0' J�_ I -3/4' 6C PM A M .RA 20 MN. RATING uV CLOSER g � /�\ STOCK / RECEIVRY I -3/4' S C � �� P 1� PI A W ao RAISE II R EXIT CORRIDOR MEN'S ME ,• 10 14 ® 5/b 5/6 l Ht I ! ` 1 N U N U s U © O 0 Y Q C 1® O O 5/6 Q© ®© O O 5;6 Q© o O © II ® ®' OVEfd✓EAD BECTIOIVAI�DOOR OPERATOR 422 LLV4003�0I. INTERIOR SLIDE BOLTS EA SIDE Q FNNE GOW7ER LOCKSET _ PANT GRADE SOLID CORE WITH t DOOR O FM FRAME. PAINTED. WTH D• PRE COMER C LUTHIER � 1.3/4' 9C ���� ,�- -_' U �7 W ® O ®0 © II © ® STOCK / RECEIVING 3' -0' x 1'-0' I -3/4' ��� R1 A ��T 0. STOCK / RECEIVING 10'-0' x B'-0' tairapar O © _ O CL�ET 3'-0' x l' -0' V -3/4' SC 13 87 C VKs I 1111 Q e © ' i_ - I� �� ■ ■n :1� ��� IIIII O Ifl I O ® 0 0400 ® ® �' 5 - - G 5 INI N�mle � m N , N 1� F O 0 G ® O O H o ® ® 5 6 S _ �/��L, m ■��� 0 . -1-('.14H- -71 0 ■ OD - � si r- -C : ■ S ■ ■IS Kum ■s ■ ■0 • 4 ■9-0' - 6 8 O O .� / 'te r �T© 3'-0' x 1' -0' 1 -3/4' SC I'M�,� PM A ��� A %A� 14 LUMIER 0 ©II 00 O ®O O O � � 6 ACOUSTIC CLIITAR 11 6ALESMALLUt4Y _ 6'-0' z T' -0' I -3/4' SC A 0 �M PM 6/ 20 RATING LO uJ CLOSER ■�.. 0 A- A KEYBOARDS 0 o ©1 _._ HARDWARE GROUP SCHEDULE WALE NOT t0 veI F n 0© O ON ®T USED so. NOT TO SCALE tl OSET 0000 NOTE: HARDWARE TO BE PER DOOR nF E - SPEC AS AND GATED BELOa A4 CAL: ALL N TO Ef6 TO BE BEST WITH FEUFGR7 LEVERS IM FBg DTHEBIpSE NOTED. HARUTARE FINISH TO BE 616 GROW BURS P'IrXIttEY 4x4 112 PAR RA 213 CLOSER L. SUPER WIS. STOP T ENTRY GORE RNCTILN 93KTABIIC 6. `GROUP B DOME TYFE KICKPLATE STAINLE68S7EEL BOTH 7.452113 FNl:TB M1rxlFrEr 4z4I V1 PAIR LATCHBET ! SUPER 9P700'TH CLOSER ENTRY LO OFFICE RUCTION •33K1ABLiC 616 STOP Gr. JOVt14CTE DOTE TYPE C CKPLAtE STARLE STEEL, BOTH SIDES ELIASCN NGPI SWING DOORS. ALMOND COLOR .4 MATQ4E IE U c88.8. D AND STAINLESS STEEL IMPACT 6.14E PLATES ON STOCK SIDE ONLY BUTTS McKINEY 4x4 I V1 PAIR RA 116 L. SO ER SMOOTH - LOCK.? STOP ENTRY OFFICE FlNCTIOPi 3'.KlAB14C 616 SMOKE GASKET STAINLESS LE88 91EEL, BO BIDES GROUP E BUTTS McKINEY 4x4 1 la PAIR RA 1 LOCKSET MORTISE/ EXIT RUCTION 95MFDNH 626 STOP GLY N N JO NSOTE DOPE TYPE 180• VEER PEECO , GR7 PF MAKNEY 4x4 I V2 PAR RA 2113 GLYFN JONBOE DOTE TYPE CLOSER LCN SUPER SMOOTH LCLKSET ENTRY OFI N E .33K 626 STOP SMOKE GASKET STAINLESS STEEL, BOTH SIDES ND I, f-�`�� MI II 0 0 �mNm. 0 0 G � P °m 0 ��' ■ 0 0 =C ■S S 000,0 I 2¢ VENDOR G ©O 21 Ii Q 11111C1 r a, la N m FI El ° ■�C ■ ° �� 0 A - 22 HALLWAY © V © U U N U' ® II. EN P 9'-0' 1 ©®® j ® (© r 23 ITPv N m 0 P m 0 N 0 ■ � � - _ V Co U 14 CORD. GEAR Nm m I ID N m N N U U e O ©O 25 O AUDIO ® C m ® n I OF B ® © tO 26 21 VENDOR VENDOR 11111111211.111 N m' O O i G 20 G 1 Pe (D 20 G 0 �■ • B - 0 ® O Im O ©l O 20 ELECTRIC AMPS Q 1111110110111111 1111110110111111 1111110110111111 1111110110111111 1 O _ C m 10 © 10 29 BASS GUITAR ' W © m O m o I C ® Nlm ® N CO ® N CO ® . - O ®O 30 BALES AREA IA EN Ill B CM g B _ SEE EET A -2 OO ©® 6F FOR ADDITIONAL WORM ■ ■ ■_ ■- ■� ■-�■ . 1111 ■ ■Milli. ■�- ■� ■ 1 FINISH MATERIAL LEGEND ERE NOT TO SCALE NOTES AND REMARKS m., •. NOT TO SCALE O COLOR SCHEDULE EE MOT TO SCALE I F I FLVSN MATERTIAL I F I PANT FINISH NOTES FEMMES BOA - FLAT /CRTPLEX 910 SEALER - 16 MIL, SUPER LATE< FF45H - 15 MIL L CONOF1E /CONCf2EFE BLOCK, EXPOSED A INTERIOR GYFWM R R 2. CONCRETE/CONCRETE BLOCK PAINTED B. INTERIOR GYPSUi BOAR - EGG SVELL ACRTPLEX 910 SEALER - ID NIL, A! KYD FINISH - L5 MIL C INTERIOR GYPS BOA C. UM R - SEMI GLOSS ACRTPLIX 910 SEALER - 10 NIL, 3. CONCRETE W/ HARDENER AND SEALER ALURY'PLEX 1650 LATEX 8811 GLOSS ENAMEL - u MIL 4 CONCRETE W/ SEALER D. INTERIOR WOOD DOORS AND TRIM- SEMI GLOSS RO -COTE 9135 UNDERCOAT - 10 MIL, 5. GYP., WALL BOARD A.CRYPLEX 1650 LATEX ENMEL - 15 MIL 6. ACOUSTIC PER LE NS EUS B. EXPOSED STRUCTURE, PANTED ACRYPLEx G50 LATEX ENAMEL - 15 MIL 1. ACOUSTICAL TILE M SUSPENDED T BAR E INTERIOR PRE- PRIMED METAL SEMI GLOSS RO -COTE 995 UNDE7L'OAT - 10 I9n.- QZc WATERBORNE 9. EXt'OBED STRUCTURE, U�ANTED F -a- ••. - .. EGG SELL ACRE FI EX SEALER - iv/ h.L, TEXTURED FINISH - U' NIL I0. VINYL COMPOSITION TILE WATERBORNE ETA 2164 El SAND OD SEALER IL NOT USED . .- ' - SATIN .1_11-14. 22 POLT$it - i4.6E VARNISH R. R. CAPoEET 13. NOT USED I. NTEROR UBREIED METAL- GOES KEL GUAR 1 GI FRtER KEL 1444 ne0 ACRYLIC ENAMEL - I5 NIL 14. 4• VINYL WALL BASE 5. 6' VINYL COVE BASE J. NOT USED 5. PLASTIC LAMINATE M. MDF SLATLIIAI i W CLEAR COAL OVER GYPSUM BOAR 5. 1/4' PIGBOAR OVER GYPSUM BOAR V JOINT, e R INS T G, 7 TIGHT KNOT OR BETTER CLEAR FINISH ' 10. V4' BIRCH PCT. OVER GYP. c•l� 2L 6' PINE BASE I. 1,1-025,2_ EVERY STUD AND GYPSUM BOAR , BOTH SIDES, EXTEND TO THE WDERSIDE 0 WON. ALL WALLS AND MATERIALS ABOVE II' -0' AR, PANT BDUAMIN MOO. 142a 0 OS TFE ROOF OR FLOOR ABOVE. O PANT GRADE CABINETS WILSONART,'ARIN GREEN', 4305 -90, 2ATFI ELASTIC LAMIINATE EVERY 8l1 AMID GYP81M BOARD OE SIDE OM.Y EXTENp9 TO TIE UNDER5IDE 2 WINTER SEE SHEET A6 FOR ADDITIONAL NOTES. Cf THE R OOF OR FLOOR ABOVE WALL FINISH OE SIDE ONLY EXTENDS TO FINISH CEILING O 11AR.ITE' FRP PA PEI. 5 -IOM ' WHILE SLATE' SMICOTFN BOTH SIDES. FULL- HEIGVN7 N MIENS AN WOMEN'S REBTROOM6, AND WAINSCOT N JANITORS ROOM SEAL OR PANT OF OR FLOOR ABOV ERT Dal TO THE r IA®ERSIDE CF TINE ROE. WALL WALL, A Apr, ANIPAcrie '8 ADHESIVE FRONDS ARE ESCUTCHEONS AND M EV FINISH (80TH BTUO BIDES) EXTENDS TO THE FINISH CEILING. MANIFAC7URER`S 8TA1DAlND TRM PIECES. SCRIBE FETETRATIONB. co STUDS ,..n WALL FlNiSHE9 EXTEND TO THE FINISH CELT. OR AS DETAILED. PROV IDE BLOCKRG AND BALKRY. FOR ALL FIXTURES. GENERAL CONIR.ACTOR TO O4 COORMATE WITH FIII12 NSTALLER F 14DE MR (31 ROWS 2x4 ILOCKING, SILOS AHD WALL FINISH EXTEND BEYOND FINISH CEILING. CONTROLS Al FlXTUFE 1,65 BPACRG REQUIREMENTS NOM CN DRAWINGS. 5/8 GYPal1 BOAR OVER 3 -518' x 25 GA METAL STUDS AT 16' o c WALLS OVER SEE M FIEVATIOkS, FLOOR AND CEILING PLANS RE EXTENT OF O5 FINISH MATERIAL ERIOR 16'-0' TALL : 811 BE 6' x 20 GA (MIN) PETAL STUDS AT K ac. PROVIDE I V2 ' CR �� NO LOCATION . MATERIAL FINISH M ANE • -.: - • OR NOTE S Arg .168: _ - - r _ � '�' � �7 ► ' - _ MIOOfE 911 1. rECORIfY STUDIO GYP. BD. E. SHELL BENJAMIN MOORS 911 ■ - I ���- ,,,,,A � •_: • -, ,, . - .. . N CYMBAL ROIL GYP. BD. EGG SNELL BEIamain., MOOR£ El 10. EXIT COBRIDOIR GYP BD. SEMI GLASS BE1W11N MOO RE 911 IL -Q. TOILETS GYP. BD. SEMI GLOBS EEI4J N MOORS 911 13 STOCK / RECEIVRG - - - - I4. LUTHIER IP. BD. G EGG SHELL BBi1NMM MDOfE 9U I5. ACOUSTIC GUITAR T1G KNOTTY FNNE CLEAR - - RS CHANEL BRIDGING FER MF RECOI7-ENDATIOIB. TYPE UAY GYPSUM BOAR • G 5I6 G1FN911 BOAR, TAPED - ONLY AT IXIT CORRIDOR TOILET ■ JANITORS AR ATT OC GYP. BOARD E WITH INDICATED, PER FLANS 1 DETAILS. ALL G7P8111 BOAR ATTACH'RNi SHALL BE IIATFN SCRUB. PP- 18H ON GTPEU1 BOARD BALKING. FIN A ROBERT: U 'GOL E N T COLOR - 6355 AT TAPE DIRECT IT E T F18 - © T O ROBERTS GOLDEN -1142614 264V + ED IL TAPE, JOFNBONITE CTA -28 -A RECi10ER K GYF'9U1 BOAR CEILING ON MT, FR, GR47 T MIL 1 EG•2B -N TO CONCRETE (MED z;;; ==: TEXTURE. O ALL EXPO OOR TO BE F AND CLEAN CF ALL TIRE MARKS, 1 OIL, CONCRETE FL AhD OTHER MABGINGS. L MD WALLS EXTENDS TO THE UNDERSIDE URE. O SEALER AlilA•O1RE VOX VOL. COMPLIANT ACRYLIC CURE AN D SEAL. CLEAR. © 411 WALL oR CEILE , FM16HE8 LE681Nr1N V4 THICK 6NALL BE APPLIED DIRECTL7 BEAD BLAST MA 7 BE RE-GLARED PRIOR TO SEALER APPLICATION AGAIN AN N CO1BUS tIB LE BALKING UNLESS R 18 M ACCORANCE OATH AN E FLOOR PLAN AND COLORS SCHEDULE FOR SIZE D LOCATION OF VINYL LOGO A TESTED ASSEMBLY, FER URIC SECTIONS 4203 ■ 4204. 9 BE BALES FLOOR © S/S• GTPSUM BOAR OVER METAL STUD WALLS EXTENDS TO THE FINISH r E42 VINYL CO1POSRION TILE: c.cmOLElt1 Y YEB AL -II ESC' CEILING OR 46 DETAILED. STANDARD GRADE 6NO2N ON PL.ON 46 TILE 8 . 0 EXIST - . .. .._ TO _ U 1242 VINYL CO'FEOSITION TILE • • = CIAL EFFECTS SE -99 BLUE - - NOUN GRADENOUN ON AS TILE 0 - I6. KEYBOARDS GYP. BD . EGG SELL BEET • ' • • -. • " O- �' -. -•�� I \.� H -10 VENDOR 1 1'16 .....° PiM.R. 0 w � �i ? - ''�� .T �`, 911 ' � •' EW SHELL _ 2 rEE ����� ' �� � ��' C. ('! CF T!5' ";';IL'. AF04LU AUG 2 6 1: U? AS N.,:., :., FREMAM PLAN ANTAM ETP. BD. T ING I HR RAT AT ' GELLING° S 6 20 G MA A MAM FIDE MTL Sil® JOIST RATED AT 16° oc AT LOMB. 6 .. `r. ".• : . •• -,- a = • 5/ W e' TPE X BOTH IDES. ENCL © USG 145O4543/4' MME, CM?U FlB &AfD •45 FLAT UNITE GRID: USG DOWN DM4 AT-I 8 TO - . - ® .. OR TO VEBFS' TYPE 9R" -:- • AM . • -. a•ED N A B MVIMAN I HR • At RA 5113 TYPE 'X' GIP. BD. EACH SIDE OF MIL STUD. VC AUG 19 2 1 1997 PERMIT CENTER Christopher Leet Hungerland ARCIITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 t Tel: 206/842 -0450 Fax: 206/842 -3882 MADELINE SPEER ASSOCIATES, INC. DESIGN CONSULTANT 1109 Siskiyau Blvd. Suite B Ashland, OR 97520 (541) 552 -9502 FAX: (541) 552 -9512 R E V I S I O N S I DESCRIPTION DATE -{ \ Z 1 AVIMIll NOEL /: ADDENgtt 3_.._ -__. fib' 131_ TENANT IMPROVEMENT DRAWINGS sili MUSICIANS FRIEND ,0 - IMO ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE ROOM FINISH AND DOOR SCHEDULES DRAWN DATE JD/EL 01 -I1 -91 CHECKED PROJECT NO. Co 9111 APPROVED MS FILE NAME 1U- A4DEEe SHEET NUMBER A4 SHEET 5 OF Christopher Leet Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 tit a OMIT OMIT REFER TO STRUCTURAL SPECS / (2) LAVERS (3S) 60110 ATTEHWTKLN FIRE-RATED cauLAncN EXTEND INSULATION (541) 552 -9502 FAX: (541) 552 -9512 6' T.TL 6110 �15 GA • 16' oc t0, .. t \ / . TOP RACK 6' TTTL ' TUD _ I , —V / E• / �• ARE 4' woo) i _ � i TENANT IMPROVEMENT ae MIT I S - ' - -' ;: u ii z Musrms 6' Y GA FTE. JOIST • • �• _4 — 24O ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 -. 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE CON.. 6' 6GA NIL. TRACK ' MTL TOP TRACK CQ'IPFE9SIBLE 'GYP 3 -52' MIL. 56" BIDES • 16 SUSPENDED FOAM TAPE MTOS 01 -11 -91 a AL.. REFER TO 5K3 / 5 -IS OPTION B `a PROJECT N0. P 9111 6 ML JOIST 1111 I M f;-:: MIL TOP TRACK SHEET NUMBER 518' GYP. BD. CONi. 6' 16GA MIL iRAOC 3 a/ CONT. 6' IEGA MTL TRACK / 5 B' GIP. t540 MIL 6106 .• c.c. , / , At�11O® O OfA ®f�6 � 9' - O AFF T -BAR M ACOUSTICAL TILE A I� I 9 0 AFF. %/, •/ ®. ?aTH oc 5R' GYP. W. BOTH r C7 P. SO SIDES \ I' ACQI6TI TILE �T BdR 3 -5A3° m/ 5B' GYP. BD. _ • SIDES J^ CDSUSPENDED GYP. I ;: 'ARD AT WALL p :USPENDED GYP. +ARD AT PARTITiO . .'. ALL iSPENDED ACOUSTICAL TILE AT WALL TILE AT PARTION WALL 3 -5AS' MTL STUDS Sir GYP. BD. _. SIDES Q : _ SPENDED ACC. TILE AT DEMISING WA SEE STRUCTURAL SPECIFICATIONS vSGUE 3' • r - SEE STRUCTURAL SPECIFlCATICLIS v sum: 3' • I' -.' 6E 61151C1URAL 6FECIFICATICNS v s1'• 3' • I' -0' SEE STRUCTURAL 6FECTFICATI015 SON£ 3' • 1' -0' XI 40 _ 6a SLATWALL 3/4' WOOD TRIM BY MILLWORK CONTRACTOR G.C. TO TRIM TOP 6 9LATW4LL _ LOOSE PATEJ_ SHIPPED U A L T P i0 BE ue ED I, v 0 b" TR 41, e Q 0 O v in \I, '.., 0 9 �g � p _ _ v Ig /, �' \ \`� ✓�� ��\�� M t TOP TRACK I /4" I I, JOINT a 111111 3 -5/8' M.IL 9TDS u✓ 518' '°"� , / BY ACTOR 3/4' :;; K SLATWA LL SLATWALL W METAL INSERTS 4i KEYBOARD RM ONLY BLAT UALL IV SLATWALL GYP. BOTH S e � PARTITION a FINISH BOOR �- P A WALL FINISH FLOOR PARTITIO WAL i v FR96H BOR - °SLATWALL DETAIL sr.. 6' • I' -E' AT TOP O ' I0 SLATWALL DETAIL AT BOTTOM 66 SLATWALL AT MAIN FLOOR bb SLATWALL AT KEYBOARD RM. 6c SLATWALL AT AMPLIFIER RM. AT BASS RM. sc.: V2' • I' -0' sum lir • 1'-0' sc4E: V2' • 1'•0' SG. IR' • 1'-0' 'L' TYPE CONTINUOUS ANGLE -\ WO NG TOP FINISH NNTL REDUCER - JO•NS07ITE TJRS-26 -C T IEDIU1 GRAY VCT, VERIFY 1111064.9 / / CONCRETE SURFACE ! - vERRY SEE WALL CONDITI018 FOR WIDTH 41/8" 41/8" „,___ 4 — V8" SETTING BED J // THINSET METHOD CONCRETE TO VCT TRANSITION { 5 --- MB. 51.05 AT JMH I/2 r • r - DOUBLE 61106 AT) (fin 1R 58' I 58' 12" CARPET I 5/8" x.RISOII REIXCER - 2 'MEOW 'MEOW GRAY' C'''''''' "'ACE 4 /6" 5/6" BEE B D. ntl SSED 1 � lI 1ldID VERFT FRAME ANODE. ALN'IR41'1 SADDLE =ail ' _ GA E r FRAM MITT. 1 nel n cGIaE Pure 1 SQUARE, NO STOP �. p lll���u■■��I1�Ig MME AL F E, MITRE N LLELD CoRff� �� I WARE, NO STOP V 4' x 4. MeV CON.. STEEL f{? 1 , • JAMBS (FACTORY MULLED/ BOOR 4 T FIELD R.A INSTALLED c,. (5ygp v . v CONCRETE TO CARPET TRANSITION ill ■' gg . CAET VR11'L REDUCER - JO- ILLNITE CT4 -215 CARPET TffDIUM GRAY' / VR1YL TILE FRAME WMrtERED FD pr,.. 2" 15/16 ^'� � � I a °INTERIIOR THRESHOLD I 5/5" 4. } ROBERT'S SMOOTH EDGE 5"I V VERIFY HAND MI P. ADHESIVE ® VINYL TO CARPET TRANSITION I4 STOCK DOOR HEAD (JAMB SIM.) °CASED OPENING (JAMB SIM.) I, TYR. FLOOR TRANSITIONS °DOOR - HEAD (JAMS SIM.) . ♦ W 1 114' °NOT USED °NOT USED sc.: NOT TO Fe F _ CITY � F iUK;'lIA 7FNt ^'1EJ AUG 2 6 1997 ', .' : kFI !_U:N(; T_ - ......,�., NOT USED 11ECEIV® — DcflOZ52- PA.L6 114' REVEAL BIRCH PLY - CLEAR SEALED q GLJED TO 5B PLY , : SEE BELOW i LRE CF MTL STD CCNTHSCUS , ,' `�� BIRCH UY REFER TO ELEVATION AND DETAIL �., VTIOi V.0 SPACE PAINT EDGES AID EXPOSED EDGES BLACK - /vim 1 NOTE: REFER TO ELEVAT1068 FOR LOCATION° OF BREAKS IN V4' PLY SATIN ACRYLIC Pa- TIRETHANE 171194 - SI11SMrt SAMPLE TO INE . _. a ASSOCIATES FOR . _ _ _, AL .. , ._ • .._. • ALL PANEL LOCATIONS WALL DETAIL e =Zee= RoaM P4 WALL (� FRUSN FLOOR 16 ACOUSTIC ROOM WALL ° PANEL sc... e' • I' _ 0' _ - _ " _ 0 scar: 6' . !' - 0' sCUF: NOT TO SCALE "" AUG 2 1 1997 FELT T ourrER sd1E Ur • r -E' Christopher Leet Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 tit Tel: 206/842 -0450 Fax: 206/842 -3882 MADEl,NE SPEER ASSOCIATES, INC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Site B Ashland, OR 97520 (541) 552 -9502 FAX: (541) 552 -9512 R E V I S I O N S A I DESCRIPTION I DATE i TENANT IMPROVEMENT DRAWINGS minum Musrms FRIEND Q.30 — 24O ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE DETAILS DRAWN DATE BL 01 -11 -91 CHECKED PROJECT N0. CD 9111 APPROVED 115 FILE NAME TU -ASDOO ' SHEET NUMBER A5 SHEET 0 OF 12 Christopher Leet Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 m Tel: 205/842 -0450 Fox: 206/842 -3882 MADELItE SPEER ASSOCIATES, WC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Suite B Ashland, OR 97520 (541) 552 -9502 FAX: (541) 552 -9512 REV I S I ONES A I DESCRIPTION I DATE LAV -I 3 8/6/91 0 ADDENDUM - ,OF FAUCET CHRCTE PLATED BRASS P -TRA DELTA BB UP P CHROME BJPPLIES I STOPS in. VP I-1/4 I - Vt' 2 8C -2 TOILET 8.008 MONIED MIANEFTELD 431.180 ELONGATED IILF ADA COMPLIANT ELKAY LK - 2432 FA:JEET. ELKM ILK -35 BTRARER C2RRhE -PLATED BRASS P -TRAP. CNRONE SUPPLIES AND STOPS. I/2 _ - _ 1 FTN -I 9510N2 FdNTA1N DUAL MEIGI, TENANT IMPROVEMENT DRAWINGS ......... MUSICIAN'S FRIEND a50 240 ANDOVER PARK WEST TUKWILA. WASHINGTON 98188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE RESTROOM PLANS ELEVATIONS AND DETAILS • DRAWN DATE CADD 01 -11 -91 CHECKED PROJECT NO. CD 9111 APPROVED MS FILE NAME TU- AbDIICT SHEET NUMBER A6 SHEET 1 OF 12 FIXTURE SPECIFICATION FIXT.CCFNECTICNS FIXr. CLAN REM DEOCRIPTICN MAYFACT FEFR1ODEL ACCEN8OR1ESSEMARC4 CW RU WASTE VENT LAV -I LAVATORY WALL MONIED MANEFELD .10E43 1 ; � B ADA COIPLIANt - ,OF FAUCET CHRCTE PLATED BRASS P -TRA DELTA BB UP P CHROME BJPPLIES I STOPS in. VP I-1/4 I - Vt' 2 8C -2 TOILET 8.008 MONIED MIANEFTELD 431.180 ELONGATED IILF ADA COMPLIANT ELKAY LK - 2432 FA:JEET. ELKM ILK -35 BTRARER C2RRhE -PLATED BRASS P -TRAP. CNRONE SUPPLIES AND STOPS. I/2 _ - _ 1 FTN -I 9510N2 FdNTA1N DUAL MEIGI, NO. 4114.. N STARLESS FINISH 4 BATE AELE88 BTEEI. ADA COMPLIANT ELKAY 4_K -2223 FAUCET. ELKAY 4.K -36 STRAINER 043:t'E -PLATED BRASS P -TWSP. CHROr'E SUPPLIES AND STOPS. W - 1 -V4' - I ID MODEL NO. ACCENeoRT DESCRIPTION BEICIECIEEE] JR 8530 JAMES RIVER 214585AL' ROLL TOUEL CRANK DISPENSER 401 -45 BRADLEY SANITARY NAPKIN DISPENSER 5104 BRADLEY TOILET PAPER HOLDER 584 BRADLEY SEAT COVER DISPENSER 8562 BRADLEY SOAP DISPENSER.. 1805 BRADLEY 24 2 36 MIRROR e42-001 BRADLEY GRAB BARS (36' AND 40' LENGTH$) - DEODORIZER TIE DISPENSER WATER BURY CO. INC. -: (203Ai91 -1812 5-281 BOBRCK FOLDING Urns, SHELF GYP. BD. • ALL WAILS, TT. 4' VRIYL BASE • ALL WALLS, TT. WALL I FR HT SIDE LAVATORY WALL 2 B ALL DISPENSERS 440' MAX TO HIGHEST OPERABLE PART REQURIDl PREFERRED REQWREDI Ho •a¢U Z � _ = E CT GAL FORUARD REACH POSSIBLE SIDE REACH POSSIBLE DISPENEEC AGGESBORIES RESTROOM ACCESSIBILITY STANDARDS sc. V4' • 1' -0' ®DRINKING FOUNTAIN WALL ELEV. scue Ii4' . I' -0" D97-02.52_ DATER . 0ET CIRCLE EQUILATERAL TRIANGLE WOMEN MEN 1121_ arael RESTROOMS SIGNS BY GC. O SIGNAOE xNE V4' • I'•0' CALFORNIA SlHNSOE SPECS. BETA NOTE: THE ADA REGULATIONS GOVERNING THESE REQUIREMENTS ARE M THE PROCESS OF REVIEW VERIFY REQUIREMENTS AT THE TIME OF INSTALLATION THE 1994 INIFORN BUILDING CODE ACCESSIBILITY REQUIREMENTS SHALL ALSO APPLY. CALIFORNIA ACCESSIBILT' STANDARDS (1994 CALIFORNIA BUILDIYG CODE) ARE ALSO SHOJN VERIFY STANDARDS FOR OTHER JA7ISDICTIGNB. ALL CONTROLS SHALL NOT REQUIRE TWSTEG, GRABPMG, OR PINCHING CF /FE SET AND SHALL REEWRE A FORE OF NO GREATER THAN 5 LBS. TO OPERATE ALL ACCESSORIES SHALL HAVE OPERABLE PARTS NOT MORE NM 40' APP. B WALL 4 O WOMENS TOILET ROOM ELEVATIONS (MEN'S sim. opp. hand) NOTE: SEE DETAILS e AND a FOR ADDITIONAL DIENSIGHS AND SPECIRCATIQLS. PLUMBING FIXTURE SCHEDULE TOILET ROOM ACCESSORIES NOTES: ALL BOBRIQC AND/OR BRADLEY A000ESHORIEB ARE SATE FINISH STARLESS STEEL. ALIERL IES me.' TO APPROVAL BY MS51CIAN5 FRIEND. TOILET ROLM FIXTURES, ACCESSORIES, FR EIE8, SIGNS, ETC, SHALL CU'IPLY LATH ALL APPLIrnw F ACCE881131LI Y RE ILATIO B. (TPLAN e RESTROOMS AREA sc. V4. • 1' - 0' north CITY OF TUKWIU. APPIIOVEU AEG 2 6 =7 DECEIVED Cf1Y QF TUKWIfA AUG 2 1 1997 PERMIT CENTER K: \MusiciansFrIend \ Tukwila \Plans \RLA6 Christopher Leet Hungerland ARC.9TECT 5301 Rose Loop NE Bainbridge Island, WA 98110 Tel: 206/842 -0450 For 206/842 -3882 MADEIJ'E SPEER ASSOCIATES, INC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Suite B Ashland, OR 97520 (541) 552 -9502 FAX: (541) 552 -9512 REV I S I O N S A I DESCRIPTION l DATE ADD@JD4112 etwa a A!'13 _ MUSICIANS FRIEND D3o 2 ANDOVER PARK WEST TUKWILA. WASHINGTON 98188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE POWER AND SIGNAL PLAN DRAWN DATE CADD 01 -11 -91 CHECKED PROJECT NO. CD 9111 APPROVED MS FILE NAME N -A1DIW SHEET NUMBER A7 SHEET 8 OF 12 CD POWER AND SIGNAL PLAN 24' -6" DcY7 o252 24' -0" 24' -0" 24' 7 24' -0" 24' -0" 0 0 0 0 0 0 0 8' -I" y 3'- 3j1/I6" ,q 5 l .,_ :n CI ' N it W® e j '5' -2" 2'- II'3' -2 11/1b" 4' -6 13/16" 1/4" - e D 0 m g fi c o 1 0 3' -0 I/I6 "i 5' -4 5/6" L 6' -6" 5' -5 6' -9 I/16 ADJACENT RETAIL SPACE 144' - NOT N SCCPE OF UCRC b' -1 I/8" EXIBTNG LOADING ACCESS AND TRaICK MANEUVERRY AREA . LEGEND O DUPLEX LUAU_ RECF_F74CLE • CU DRAPLIX UWLL RECEPTACLE • STRIP PLUG MOLDING u✓ RECEPTACLES • E oc O ,.DICTION BOX, FLOOR HUNTED. C'W153 N SLAB REQUIRED FOR ELECTRICAL FORD © JUNCTION BOW UIN.L MDNTED 8 FHaE LEE O DUPLEX RECEPTACLE N FLOOR ® COAXIAL rnw F CITY OF TOO/ /11 AR/V T' /f 0 AUG 2 E 193 CRV EOFETUMWIL4 AUG 2 1 1997 PERMR CENTER Christopher Leet Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 lifi ��^^ ji Tel: 206/842-0450 Fax: 206/842 -3882 MADELINE SPEER ASSOCIATES, INC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Suite B Ashland, OR 97520 (541) 552 -9502 FAX: (541) 552 -9512 R E V I S I O N S A I DESCRIPTION I DATE 01 � � // / PAINT. BENJAMIN MOgE 911 J R NJAMM 1418 ON RE71NI R4 -80TH TH ENDS ON TENANT IMPROVEMENT DRAWINGS irmamme MUSICIAN'S FRIEND Dab 240 ANDOVER PARK WEST TUKWILA, WASHINGTON 88188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE WINDOW WALL ELEVATIONS AND DETAILS DRAWN DATE JD 01 -11 -91 CHECKED PROJECT NO. CD 9111 APPROVED MIS FILE NAME 111- ABDUXs SHEET NUMBER A8 SHEET 9 OF 12 PL D TO I/1' PLY BLACK ROLND HEAD ALLEN/HEX DRIVE u✓ WABHER.5 DC. 5x35 114' STEEL SRACR1C+ ABOVE WINDOW WALL & FRONT SLATWALL PLAN SINE I, • I 6'x I5 GA STUDS UNRNCHED BEYOND 3/B' TEMPERED GLASS POLISH VERTICAL EDGES I -V2° x 1 -VP x 3/16' L STEEL ASOLE JTh- SAM, GLAZRYN REQUIRED AT HAZARDOUS LOCATIONS PER L BC, CHAPTER 24 0 WINDOW WALL ELEVATION AT VENDORS scow VP • 1'-0' ° DEMISING WALL COLUMN BLOCKING DETAIL sxL IVP•1' -0' 2 X 6 STUDS AT 24. OL. PER LANDLORD DETAILS DEMISE. WALL BY LANDLORD J - BOX LOCATIONS SET - FL THIS SIDE ONLY PANT READY GYP. BD. I VP BLOCK. AS REO. EXISTING 9 - 80. WOOD COLLPN (4) VP 8L.40K ROM, MEAD ALLEN/EX DRIVE / LLIANERS 6 C IB GA SOS LEIPUNCHED POLISHED FINISH AT HAZARDOUS LOCATOD W 1'tK atx-, LNAYI tK l4 PROVIDE 3/" TEMPERED CLEAR GLASS I I Ir ISTALL 4• VINYL BASE • FLOOR STYLMAR( CORER EDGE TRH •20065 FRIOS 56 3 503' MIL STUD BLOCKNG TO 11 -0' APP EXISTING 9 -I/1 84 WOOD COLON 5/" GYP. BD. TO 11'-0' APF 3/33' CLR MIRROR 4' A. TO 11' -0• AFP PANT EXISTING COL ABOVE MIRROR BETLAMN MOOSE 1418 NOTE: FRONDE ALTERNATE PRICE FOR GYP. ED. W/ BENJAMIN MOOR£ MIN TO I1 -0 AFC. ( IE NO MIRROR PETALLED) LINE OF BLATWALL PARTITION\ M FRONT OF WINDOW WALL 2 2' - 6" J - BOX LOCATIONS A LOCATION OF 818154. PANTED GYPSUM WALL BOARD BOTH SIDES AND ENDS BEM)Mi8 MOORE 1314 (RED) 5x35 V4• STEEL BRALRG SEE STRUCTURAL SHEET SK-2 LINE OF SLATIU4LL PARTITION M FRONT CF WINDOW WALL PL FINKBE FORMICA 9' 2' -6x W PL PMI614 TO BE FORMICA 909 -5S BLACK- MATTE 509 -56 BLACK MATTE M51h1. TO WINDOW WALL EXCEPT WI-ERE NOTED b° x S GA SMOG UNFINCHED P 1.1658D'FRL'SH I -V1• GAP BERLEEN POLI6HED EGDE CF GLASS 1 PNIBHED GYP. BD. 3/0• CL TEMPERED GLASS POLISH VERTICAL EDGES 1 -1,2 X I -V2• X 3/16• L STEEL POLISHED FNI8H V4' BLACK 560ND HEAD - 80005EX DRIVE LW 8)44HEF6 TS 3x3xt/4• COLUMN (RE.ER TO STRUCTURAL SHEETS) STEEL STUD FER STRUCTURAL SPECS 0 PLAN SECTION AT END & WINDOW sou: I -v)• . r -m• LOCATION OF 8V 1406 PANTED 81585001 WALL BOARD BOTH SIDES AND 8805 8889068) MCOFE 1314 (RED) 5x35 1/4' STEEL BRACING BEE STR)CNRAL SHEET SK -1 LEE OF 9LA11WLL PARTITION M FRONT OF WINDOW WALL A 9 5) GYP. BD.• WALLS, TYP. PANTED 5' X 3" STEEL 58.4CNG BETLAMM MOOSE 1420 (VIOLET) 4 OWL BASE • ALL WALLS, TTP. Is SECTION AT BASE sc.: 1 -V2' • 1-0• 5 ) RECORDING ROOM WALL ELEVATION SLNE V1' . I'•0' 1,0 PLY BASE LATH PL FINISH SQEILEID TO STUDS - REFER TO ELEV. (BOTH SIDES) n DEMONSTRATION AREA WALL ELEVATION scow V4'• I' -0• SAFIEY GLAZING REQUIRED AT HAZARDOUS LOCATIONS PER UBC, CHAPTER 14 PROVIDE 388' TEMPERED CLEAR CLASS CITY JF TIII EN 000 2 6 19'7 OTY OF E 71 . AUG 2 1 1997 PERMIT CENTER 01 � � // / PAINT. BENJAMIN MOgE 911 J R NJAMM 1418 ON RE71NI R4 -80TH TH ENDS ON 4' VINYL BASE TO BE ARMSTRONG 60 JET BLACK WALL BASE PL D TO I/1' PLY BLACK ROLND HEAD ALLEN/HEX DRIVE u✓ WABHER.5 DC. 5x35 114' STEEL SRACR1C+ ABOVE WINDOW WALL & FRONT SLATWALL PLAN SINE I, • I 6'x I5 GA STUDS UNRNCHED BEYOND 3/B' TEMPERED GLASS POLISH VERTICAL EDGES I -V2° x 1 -VP x 3/16' L STEEL ASOLE JTh- SAM, GLAZRYN REQUIRED AT HAZARDOUS LOCATIONS PER L BC, CHAPTER 24 0 WINDOW WALL ELEVATION AT VENDORS scow VP • 1'-0' ° DEMISING WALL COLUMN BLOCKING DETAIL sxL IVP•1' -0' 2 X 6 STUDS AT 24. OL. PER LANDLORD DETAILS DEMISE. WALL BY LANDLORD J - BOX LOCATIONS SET - FL THIS SIDE ONLY PANT READY GYP. BD. I VP BLOCK. AS REO. EXISTING 9 - 80. WOOD COLLPN (4) VP 8L.40K ROM, MEAD ALLEN/EX DRIVE / LLIANERS 6 C IB GA SOS LEIPUNCHED POLISHED FINISH AT HAZARDOUS LOCATOD W 1'tK atx-, LNAYI tK l4 PROVIDE 3/" TEMPERED CLEAR GLASS I I Ir ISTALL 4• VINYL BASE • FLOOR STYLMAR( CORER EDGE TRH •20065 FRIOS 56 3 503' MIL STUD BLOCKNG TO 11 -0' APP EXISTING 9 -I/1 84 WOOD COLON 5/" GYP. BD. TO 11'-0' APF 3/33' CLR MIRROR 4' A. TO 11' -0• AFP PANT EXISTING COL ABOVE MIRROR BETLAMN MOOSE 1418 NOTE: FRONDE ALTERNATE PRICE FOR GYP. ED. W/ BENJAMIN MOOR£ MIN TO I1 -0 AFC. ( IE NO MIRROR PETALLED) LINE OF BLATWALL PARTITION\ M FRONT OF WINDOW WALL 2 2' - 6" J - BOX LOCATIONS A LOCATION OF 818154. PANTED GYPSUM WALL BOARD BOTH SIDES AND ENDS BEM)Mi8 MOORE 1314 (RED) 5x35 V4• STEEL BRALRG SEE STRUCTURAL SHEET SK-2 LINE OF SLATIU4LL PARTITION M FRONT CF WINDOW WALL PL FINKBE FORMICA 9' 2' -6x W PL PMI614 TO BE FORMICA 909 -5S BLACK- MATTE 509 -56 BLACK MATTE M51h1. TO WINDOW WALL EXCEPT WI-ERE NOTED b° x S GA SMOG UNFINCHED P 1.1658D'FRL'SH I -V1• GAP BERLEEN POLI6HED EGDE CF GLASS 1 PNIBHED GYP. BD. 3/0• CL TEMPERED GLASS POLISH VERTICAL EDGES 1 -1,2 X I -V2• X 3/16• L STEEL POLISHED FNI8H V4' BLACK 560ND HEAD - 80005EX DRIVE LW 8)44HEF6 TS 3x3xt/4• COLUMN (RE.ER TO STRUCTURAL SHEETS) STEEL STUD FER STRUCTURAL SPECS 0 PLAN SECTION AT END & WINDOW sou: I -v)• . r -m• LOCATION OF 8V 1406 PANTED 81585001 WALL BOARD BOTH SIDES AND 8805 8889068) MCOFE 1314 (RED) 5x35 1/4' STEEL BRACING BEE STR)CNRAL SHEET SK -1 LEE OF 9LA11WLL PARTITION M FRONT OF WINDOW WALL A 9 5) GYP. BD.• WALLS, TYP. PANTED 5' X 3" STEEL 58.4CNG BETLAMM MOOSE 1420 (VIOLET) 4 OWL BASE • ALL WALLS, TTP. Is SECTION AT BASE sc.: 1 -V2' • 1-0• 5 ) RECORDING ROOM WALL ELEVATION SLNE V1' . I'•0' 1,0 PLY BASE LATH PL FINISH SQEILEID TO STUDS - REFER TO ELEV. (BOTH SIDES) n DEMONSTRATION AREA WALL ELEVATION scow V4'• I' -0• SAFIEY GLAZING REQUIRED AT HAZARDOUS LOCATIONS PER UBC, CHAPTER 14 PROVIDE 388' TEMPERED CLEAR CLASS CITY JF TIII EN 000 2 6 19'7 OTY OF E 71 . AUG 2 1 1997 PERMIT CENTER Christopher Leet Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 i Tel: 206/842 -0450 Fax: 206/842 -3882 MADELNE SPEER ASSOCIATES, NC. DESIGN CONSULTANT iy u 1109 Sisko Blvd. Suite B Ashland, OR 37520 (541) 552 -9502 FAX: (541) 552 -9512 REV I S I O N S 7,1 DESCRIPTION DATE L� ADDENDIMI BLIfil_ _ _ _ - - L? 1 ADDENDIM 3 ✓1 TENANT `RAP RO V EMENT DRAWINGS simmosimmisi MUSICIAN'S FRIED . a31D 240 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE ELEVATIONS AND DETAILS DRAWN DATE JD 01 -I1 -31 CHECKED PROJECT NO. CD Bill APPROVED MS FILE NAME N- AWDIIEs SHEET NUMBER A9 SHEET 10 OF - 12 a 4'-0" 9 4' -0" 4' -0 " 4' -0" 4' -0" O ACCOUSTIC GUITAR ROOM ELEVATION (DEVELOPED ELEVATION) SCUD V4' • P -0" b• WOO BASE T HIGH END VENDER ROOM ELEVATION sLC V4'•1' -0" 4' - 0" t E6L FINISHED OPENINGS. S GUITAR SHOWCASE WALLS SC . V4" • 1' -0' LXCATION CF NONAGE ALIGN FINISHED OPENINGS. 4 J/2" 4'-0" D 2' -1" 3, -8" 16'-6" 22' -9" 0 SALES AREA WALL AT OPENING .SAE V4'•1'0" 9' - 0" SLATLLIALL PAINTED GYP. BD. 4 VINYL BASE AA WOOD TRIMMED OPENING sCNt 3' • SLATUALL GYP. BD. 3/4" DOOR TRIM T HIGH END VENDOR REAR WALL (TYPICAL) sr,. V4'•1 II' - II 3/4" " LOCATION OF SIGNAGE b' WOOD BASE 4ff °ELEVATION WOOD TRIMMED OPENING 22' -9" N SALES AREA WALL (TYPICAL) sCUE V4' • I' -0' LOCATION OF SIGNAGE SLATIWALL PAINTED GYP. ED. 4' VINYL BASE CAY OF Il1KAID ASS 2 6 Na? Christopher feet liingedend ARCHTECT 5301 Rose Loop NE Bainbridge Island, WA 98110 II1 Tel: 206/842 -0450 Fax: 206/042 -3882 MADELItE SPEER ASSOCIATES, INC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Suite B Ashland, OR 97520 (541) 552 -9502 FAX (541) 552 -9512 REV I S I O N S A I DESCRIPTION I DATE �! MUSICIAN'S FRIEND a 2 ANDOVER PARK WEST TUKWILA, WASHNGTON 98188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE FIXTURE FLOOR PLAN DRAWN DATE JD 01 -11 -91 CHECKED PROJECT NO. CD 9111 APPROVED h65 FILE NAME SHEET NUMBER Fl SHEET 10 OF 24' -b" F OFIXTURE FLOOR PLAN i SLNe IR" • Y-0' D -0252 24' -0" 24' -0" 24' -0" 24' -0" LAYAUwY ACOUSTIC GUITAR SALES AREA u1PELD.M1C6 WAGE F3ra ADJACENT RETAIL SPADE NOT N SCOPE OF WORK ECKSB021 RECEIVMG 33 LE MO( e,arw L ALL FIXTURES MID FURLTURE TO BE PROVIDED BY MUSICIAN'S FRIEND AND MSTALLED BY G.C. 1. MUSICIANS MEND TO S PPLY ADDITIONAL RR4ITII E TOT • ICATED • FLANS Christopher Lest Hungerland ARCHITECT 5301 Rose Loop NE Bainbridge Island, WA 98110 DI II Tel: 206/842 -0450 Fax: 206/842 -3882 MADEUNE SPEER ASSOCIATES, PLC. DESIGN CONSULTANT 1109 Siskiyou Blvd. Suite B Ashland, OR 97520 (541) 552 -9502 FAX: (541) 552 -9512 REV I S I O N S DESCRIPTION I DATE / QI I WWI I ADPF•n1t9 2 A@Q 012 8/8/91 TENANT IMPROVEMENT DRAWINGS MusICIANNS FRIEND Q ANDOVER PARK WEST TUKWILA, WASHINGTON 95188 MUSICIAN'S FRIEND 931 CHEVY WAY Medford, Oregon 97504 (541) 772 -5173 SHEET TITLE FIXTURE DETAILS DRAWN DATE CADD 01 -0 -91 CHECKED PROJECT NO. CD 9111 APPROVED ma FILE NAME 11.1- F2DIUG SHEET NUMBER F2 SHEET II OF 12 11 -4" CHECKOUT FIXTURES Scut I' F -1 CARPET TOP AND SIDES To BE: CU'EERLAND CARILLON 2 • -112 - MIMMEEMMI FLEYATION I/4• CLEAR TEMPERED CLASS TOP AND FRONT D -o252 F -2 CAA'ET TOP AND SIDES 9 - SC -1 & SC -2 SHOWCASES .A 4' -0" -FLUOR LK•FIT W/ REFLECTOR LOCKABLE SLID10 DOORS O ADJ. GLASS "WELD N4ELF STANDARD ELM NOTE: 00415040E0 TO BE 'ECala - IY• GRADE UV PL WIDE AND CUT INCL. 0009. ENDS AID SAVE TO NE UFNISHED. PL TO BE: FOR110A 933- 58111081R1UNITE' MATTE FINISH LLNITE PL. BABE FORMICA 933 -58 MISSION U4ITE' SECTIONED MIRROR BACK TO MATCH DOOR H0GED MIRROR BACK DOOR OV FULL -a 5/18 F£R -ECTFD CEILITY PLAN (TYPE 4J RAN (TYPE BJ F °9 DISPLAY CE C -1 REGISTER ST !'.D I X 3 V4• a1TCUT SERVICE SIDE SECTION e NOTE: ALL N1EWOR &maces TO BE 443000 MELAMINE ALL E)SOBED %MAGEE, TO BE FORMICA 1244-58 'SUN WASH• MATTE FINISH 11/8 X 3 I/4• CUTOUT I•X3 V4 CUTOUT 3/4' RADIUS CORER .-� FOR CASH [NAILER r w F TRAY DE ACCESS PANEL 90044 CONCEALED HINGE DOORS MIRRORED LCUVT9 CLG. OPEN TO ABOVE VINYL GGVE BY GC. C -2 CORNER FILLER FRONDED AND INSTALLED ST FUSOGAMS 09004, COVE 640W BY GL. MOP OLA11LL4LL TO MATCH SALES AREA WALLS BASE SHELF TO BE FORMICA 933 -50 111091ON WHITE' MATTE FINISH P. LAM. FRONT TO BE: FORMICA 909.90 BLACK POL104400 0IN1514 HARDWOOD CAP TOP AND BIDES LW CLEAR FINISH I' -11 V2" . I' -11 V2" I' -II V2" 6 -0" SE 0124 SERVICE SIDE F -8 TABLE surf: sr • P - 0' 4T-11/8 PULL CUT [RAILER /2J ADJ 22 SELVES PER BAY 3/4' DOOR ON CONCEALED HINGES NOTE: ALL NTEROR SU€A.CES TO BE ALMOND MELAMINE ALL EXPOSED SURFACES TO BE FORMICA 1244 -58 •51J14 WASH' MATTE FINISH raECeNeo cm OF Try.!sVNA AUG 2 1 1997 NO k L PLATFORMS TO BE MANFACT.I ED M SECTIONS AS OHWN 2. GC TO LEVEL AND JON SECTIONS N FIELD. LAMNATE tNCARPETED EXPOSED aFFACE5 W/ FORMICA 4148 'VERTICAL CORRLGATED MATTE ALUMNI,' CARPET TO E1E. QI®ER-MID CARILLON 26 -112 - 006 CHARCOAL DEMONSTRATION FIXTURES i• NOSNG 1• NOSIN ELEVATION WOMAN 16' -I 3/4" I• N08NG - 11410 SIDE DE `i .STRATION FIXTURE OF °4 DEMONSTRATION FIXTURE scree 1/4• •.1 scuC V4• • I' 1397NT ELEVATION 4' -II" ALL PIPES AND F1TTNGB TO BE ALU1RU1 - L ELEY6t193 rem - 1440 arol �� 5 13/16' OF -5 DEMONSTRATION FIXTURE srvE V4' P-0' NOTE: TOP TO BE 3/4' BIF9'4 PLY UV CLEAR BATN WATER BASE FN1044 NOTE: TOP TO BE 3/4' BIRCH PLY Ill/ CLEAR SATIN WATER BABE 0511814 ALL PIPES AND FITTNGS TO BE ALUMNI/1 E2D ELEVATION 3 -II" TOP FRM1MG PLMI 2.40 FRGT4T ELEVATION O F -7 BENCH acre I/1• . I' -0' WEI I ■ I BBD ELEVATION