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Permit B94-0060 - AMERICA'S BEST CONTACTS AND EYE - TENANT IMPROVEMENT
City of Tukwi& (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0060 Type: B -BUILD Category: ACOM Address: 17334 SOUTHCENTER PY Location: Parcel #: 262304 -9079 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: TICONI *095K4 Status: ISSUED Issued: 04/15/1994 Expires: 10/12/1994 Suite: Type of Occupancy: STORE Slopes: N Sewer: TUKWILA TENANT AMERICA'S BEST CONTACTS & EYE 17334 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER PACIFIC NORTHWEST GROUP A 5601 6TH AVE S, SEATTLE WA 98108 CONTACT REYNOLD P. RADOCCIA P.O. BOX 852, CLARKDALE, AZ 86324 CONTRACTOR TICON GENERAL CONTRACTORS 8314 154 AV NE, REDMOND, WA 98042 Phone: 602 634 -3349 Phone: 206 882 -4300 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INTERIOR TENANT IMPROVEMENTS. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: 80,000..00 Total. Permit Fee: 911.18 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Li- 0-q4 Permit Center AuthoT221262 ed Signature Date 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building peermit./ G�1 Signature: � l .0 1"L ` 2 -d�+ Date: Print Name: PA (YL.v' V i to f/ • cO Title: ?1 -e-.S i c1 4-✓l� 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 THIS CERTIFICATE ISSUED' SU PURANT TO THE` REQUIREMENTS OF SECTION 307 OF THE UNIFORM BUILDING GOD' ~CER,TrI PING• THAT AT THE °-TIME .OF ISSUANCE THIS STRUCTURE WAS IN . COMPLIANCE WITH >.TI1OARIOUS-f,ORDINANCES OF. THE.: CITY REGULATING BUILDING CONSTRUCTION OR;'{U$E ANDALL APPLICABLE 'CITY FIRE YCODES = , F,OR, THE FOLLOWING: Tenant:; y,AMERICAi' S BES-T,`°CON'TACTS :tV EYE Permit Building Addt'ess'47334 >.SOUTHCE TER f,A, .• .4*,_ Suite P a 'c,efl # Xg62304-9079"---- 8 .'Owner`': =��PACIFIC NORTHWEST' GROUP' OccUp''ancy: STORE 0ccuparcya' Grq.•t�p : ,` B -2 r::!`: Ts ;; 't {f � oS +F.,r,i kin O.ccupant;a Ld' ad: Type of •Const: •g ;E • CERTIFICATEIf1U E PREMISES CITY OF TUKWILLA Department of Cdy, . nunity Development — Permit Cente, .,. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER nu ()ND() PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. SUITE t 4 A DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMEN PROVE EQUIREMEN' t6 (ROUTE) CONSULTANT: BUILDING - Date Sent - initial review & -?4)-6114 MMEN..,:_ ................... . Date Approved - FIRE O PLANNING O PUBLIC WORKS Viigy INIT: s, 2 �$ ZONING: ��� REFERENCE FILE NOS.: FIRE PROTECTION: , Sprinklers Detectors FIRE DEPT. LETTER DATED 3 j/ y INSPECTOR: INIT: V (A. 2//8/fr INIT: _aft IBAR/LAND USE CONDITIONS? N/A OMNI" MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: O OTHER BUILDING - final review INIT bi& INIT: mot/ TYPE OF CO TRUCTION: iXt BUILDING OFFICIAL ,7j y� INIT: CERT. OF OCCUPANCY? �Yes O No UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: 55�i .03 CONTACTED no I d DATE NOTIFIED � ' BY: (init.) — i f 2nd NOTIFICATION RR ?Old BY: G` 'a� (init.) 1► r I 3RD NOTIFICATION 3RD BY: 01/08/83 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDII' PERMIT APPLICATION DESCRIPTION AMOUNT BUILDING PERMIT FEE rPLAN CHECK 5 NUMBER -I'00 PLAN CHECK FEE. BUILDING SURCHARGE OTHER: ED 351 L RCPT # DATE TOTAL.- G}I L S SITE ADDRESS SUITE # 17334 Southcenter Parkway 17334 & 17338 VALUE OF CONSTRUCTION - $ $80,000 (Approximately) PROJECT NAME/TENANT America's Best Contacts & Eyeglasses ASSESSOR ACCOUNT # 11 262 304- 9079 -06 41--262---304-91-26-09 TYPE OF O New Building L) Addition Tenant Improvemen (commercial) Li Demolition (building) WORK: 0 Rack Storage ❑ Reroof O Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: first -ev 1 ov kenos \ Inprov Qm -ent* BUILDING USE (office, warehouse, etc.) Retail-Mercantile NATURE OF BUSINESS: Sale of Contacts & Ey,.ylasses WILL THERE BE A CHANGE IN USE? ) No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 4000 S.F. Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? !(No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Li S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER TrammrellCrow Company (Property Managers) PHONE206- 762 -4750 ADDRESS 5601 Sixth Avenue South, Seattle, Washington ZIP 93103 CONTRACTOR To be supplied - Out to Bid , ,w_a PHONE [ZIP EXP. DATE ADDRESS WA. ST. CONTRACTOR'S LICENSE it ARCHITECT Architecture Works, Reynold P. Radoccia PHONE 602 -634 -3349 ADDRESS P.O. Box 352, 921 [Main Street Clarkdale, Arizona (ZIP 36324 HEREBY CERTIFY THAT .I HAVE READ AND EXAMINED THIS APPLICATION AND BE TRUE AND CORRECT, AND I AM AUTHORIZED TO APPLY FOR •THIS PERMIT. KNOW THE SAME TO DATE 2 -15 -94 BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE / / -/9 PRINT NAM Reynold P. - Raed�a• �CCi �-- PHONE602 -634 -3349 ADDRESS p.0. Box 852 Clarkdale, Arizona CITY/ZIP 86324 CONTACT PERSON Reynold P._Ra ec a (RUdcp_ci 0_ PHONE602- 634 -3349 APPLICATION SUB MITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Cuirununiiy Development prior to application submittal Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. • 1- DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES ciL1 1-1 COMMERCIAL ---- SUEMi 'TAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS pi Completed building pormit application (one for.each structure) .. C-i Assessor Account Number Two sots (2) of the following:: J Specifications I_ I Structural calculations stampod by a Washington State licensed '- engineer LJ Soils report stamped by a Washington State.licensod engineer:: . ( Topographical_survoy • �— Energy calculations stamped by a Washington State licensed • engineer or architect I.-1 Legal description Li Working drawings,'stampod by a vVashington State. licensed architect, which include :..: • • Site plan. • Architectural drawings . • Structural drawings • Mechanical drawings • Elevations :::. • Civil drawings Landscape plan LiComplotod utiity permit applicator one for entire project) 111 Six (6) sots ci c vil drawings NOTE: Soo ut ii y parrrit;applicatior; and chocklist for spacilic vtili sehmitral requiremen, ts.' HACK STOR.4.6E Completed building permit application Assessor Account Number.' Two (2) sets of plans, which include:.. Building floor plan showing: • Entire space whore racks will be located:: • Exit doors :' • • Dimonsions.of all.aicles ,� Tenant space floor plan showing rack storago layout, aisles and t_.. exits, NOTE: Include dimensions 61 rocks (height, and length), aisles n Detalisantanrta/satollfte :dish and method of attactimont COMMERCIAL TENANT IMPROVEMENTS Completed buildingpormitapplication (ono.for each nAssessor. Account Numbor: Two (2) sets of construction •plans, whlcl ) Ir,cludo: l,Site plan • r Location of tenant space •.,Existing .and proposed parking • Landscape plan (if applicable, r e „;chango,of use [1 Overall building plan Tenant location Use of adjacent (common Wall) tenant • • Ovoraif dirnensions_of building er square footage Floor plan of proposed terant space tenant space plan with use;ot each room labelind • • Exit doors, :ogress. patterns :New. Walls;< existing wall, ;and walls tobe dernolishe Construction details Cross sections showing :wall construction and method of attachment for.fioor and;ceptng Structural calculations stamped by a Wash,ingtonState 1' used enginearmay;be roquirs�d if structural work is lobo done`;. eta) • NOTE_ ;11 any utPuby, work Is to:be don.e,: submitseparate, utilr•ypermit application and plans REROOF . Completed building permit application (ono L7 Assessor Account •Number Narrative describing existing roof, meteriai baing;rontovt d, an --- Material being installed for each structure NOTE: 'A certilication, letter is required prior to final Inspection ancl oft of the pormrt ■NTENNAJSATELLITE: DISHES Completed building permit application L Assessor Account Number. Two (2) .sets of.plans, which include:' Sito Pian (showing budding andlocation of antonna/,atollite dish) Li Structural calculations scant. pad by a Washington State Itcensod L ].Structural calculations Stamped by a Washington:State Incensed • onginoor (rack storage a 3': and over): - ...enginoor.may be roqulrod 6RESI'D ENT) AL .o._.._. �.�....�.,_.._...... ... ...._.�._._...W..O._......_._ ....• NEW SINGLE •FAMILY DWELLINGS / ADDIT!ONS Complotod building permit application (one furaach •strut Lure [-1 Legal description( i J Assessor Account Number t L I Two sets (2) of working drawings, :which include :. • Site plan ,:----•-••,44s; (on plan, clasesrhydrant.io:arion. • Foundation plan Include access to ouidrg, shpwing ... • Floor plan . ; wr'cth and hingih nl access ) • Root plan ••.Building elevations (all views Building cross - section • Structural .framing plans u<'ashin jinn Slab Energy .Codo data l•^ Complotod permit application TJ Six (6) sets of site plans showing utiliros NOTE: Building site plan and utility site plan niay tin cornbined Soe • utility permit application and checklist lorspecilic i ubmittal roqulruments Ad:Utionni topographical and soils information rnny be required if unique sun conditions.. 'RESIDENTIAL: REMODELS, . �� Completed budding permit application (ano for each struc urc) 1 1 .Assessor Account Numbor { 1 two (2) sots of working drawings; which include • Site. plan,;: . Foundation plan Flcor.pirin •:: Roof plan Buih3ing'elevnhons (alt views) '3uilding'cross ; sirctiO 1 Structural frarTing plans ; NO E .11 any utility work iS to tin done :pro,ndo'urlbtypurrrtrt application and plans;;mut :be subrrrittod. : :RFROOFS j Completed building pem)it application. I Assessor Account •Numbor iJnrrativo describing existing root, material being removed; an material boind.instaliod.. NOTE A certrfrcatroit lettdr Is requtrtiu' pilot to`final inspootlon• arid sign aft o■f the perrdt ••io;''S i 3.,•',"•:*- • •••• , .■ • • ,•• t • • • - . g.,-yg rrefttui'ni, '••,• • • '• '',-• ' ' • ".'' City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. /1 ' f, 04. 's P)e.s/ K(vv-idt.. Retain current inspection schedule Needs shift inspection e. 2 tf..rPc/ 1y-- oc-6 Suite # Approved without correction notice X. Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: iV Permits: L.,() Authorized Signature 07/4 3-v3_, ate FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•404 • Fax (206) 3754439 *** *****•A ** * * *** *** ***** k********** kk * **k•kk**•k * *A****kkA•**k•h *** CITY OF TUKWIL.A, WA TRANSMIT ********* k*******•*** ******h* **• *kkhk* *k* ** *** *•k *h* k** kk*k** * ** *k* TRANSMIT Number: 94000433 Amount: 554.00 04/15/94 10 :53 Permit Nn: R94 -0060 Type: 8-RRUILD BUILDING PERMIT Parcel Na : 22623.04- 9079 Site Address: 17334 SOUTHCEN'fER PY 04/18/94 Payment Method: CHECK Notation: TIM, INC. l:rrit: SLQ 4 * *k * * * * * * ** * ** *** * ** * *•k* ** *•k* kit*** * *•k* * **k * * **k*** *kk•k *k **k **k* Account Code 000/322.,100 000/3116.904 Description BUILDING • NOWRES STATE .BUILDING SURCHARGE Total (This Payment): Total Fees: Total All Payments.: Ilal ance: 911.18 911.10 .00 Paid 54950 4.50 554.00 GENERA GENERA TOTAL CHECK CHANGE 1113A000 54/9.50 4.50 554.00 554.00 0.00 21 :30 **********************************************************A*** CITY OF TUKWILA, WA TRANSMIT ***************** k*************** *****k**** ** ***k * ***k*k*****k** TRANSMIT Number: 94000179 Amount: 357.18 02/17/94 07 :41 Permit No: 094-70060 Type: B-BUILD BUILDING PEf��I /94 Parcel No: 262304 -9079 Site Address: 17334 SOUTHCENTER PY Payment. Method: CHECK Natatian :'ARCHITECTURE WOR ]:nit: JLU ****** k* k******.****************** * * *k * * *** * * *kk * * * ** ** * ** * * ** * ** Account Cade Description Paid 000/345.830 PLAN CHECK •- NONRES 357.18 Total (This Payment): 357.18 Total Fees: Total All Payments: Balance: 911..18 357.18 554.00 GENERA 357.18 TOTAL 357.18 CHECK; 357.18 CHANGE 0.00 9290A000 22 :43 INSPCTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project i...A' \.0 end ,.: , ler% I" rasa. 4 Ml.. /i ! -7-9 .:..111 nstruct onS: Date "anted:;-, 3' _ q '"! am. p.m. Requester. jb' ,r ( Phone No. ff,D .. 41,.. 60 LX Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recepl rim i$e: • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 T l� iwa 5 )& Cern fge'.�5 1U - I Address: /Spsc 3b AIL i ee,f(k y i Date Called: / 6 — ,P6 -- '/ Gj / Special ions. Date Want • qt -1 Requester. Phone W.: c— g ?— 3D0 0 Approved per applicable codes. x. Corrections required prior to approval. COMMENTS: ied4-71,,t0,-c, 3 ' - e 52—x' 44_61 v/ ;•'ev 4-4W - �rCr Inspector: rtiLgi O $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dade: 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 P > Ch- r a 'el p (DA r' F P. ! 5 i T of Inspection �/j— (X A 44 t) d r 1-7 ®Called; pecial Instructions: Date Wanted: j._ ) q _ . (am)p.m. Requester. a 1 i n I �CU L Phone No.: ILApproved per applicable codes. COMMENTS: 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE UIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: � . Type of Inspection: 1� (ii""" Address /fu��c % °"' " ? Date Called: S_ /3�� Special Ir ns Date Wanted: /, ,5 -fy ;•p.m, Requester Phone No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. IInspector: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. wept `..: e: INSPECTION RECORD 0 Retain a copy with per it CITY OF TUKWILA BUILDING DIVISION R: v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 /4f �'7[_ICRd .6 ype :., ,�, Address: i33 C.. PKw� Date Called: 5 — / 2 spedat nstructians: •�` „„ Date wanted: -13 _ 9 in Requester. o �2 Phone No.: 8,--a . c3 od Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: e, Zeh Inspector: 1 .4 ■•■ 4 11if L ❑ $30.00 REINSPECTION E REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [eNo.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:', #100, Tukwila, WA 98188 •TY: � s (206) 431 -3670 : Al ,i v V l • .s c Type of Inspect1on :1- 1/&1,Y..I.1� Q� Address; i 7 32, + SC K Date Called; Special Instructions: Date Wanted: -- c% 4 am. �fm. Requester 77( ISO rresP Phone NO.: g8 - 300 •• ❑ Approved per applicable codes. IET, Corrections required prior to approval. COMMENTS: rresP •• 4. APIMIll c.A . a • ti!s- U1.— Ce v"L' f • 16 ;al, drte-- - . 1.....•-ca_ (a..... ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece e: 0 " INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project:1L � 1 A $ S`r 77 (�j�, V Type of Inspection: , 4 Address: (127_j ,, Date Called: Spedal Inruions: Date Wanted; ^ '`T 7, �' q �, .. 1 � 1 a� P.. Requester; Pitons No.: % ' LT' -5 cCD ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' a4- 7; 6/4, /,,-u1"2,► z-e- 40AZ dc. Inspecttor: wry ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Recoil No,: t CITY OF TUKWIL,c Address: 17334 SOUTHCENTER PY Suite: Tenant: AMERICA'S BEST CONTACTS & EYE Type: B -BUILD Parcel #: 262304 -9079 Permit No: B94 -0060 Status: ISSUED Applied: 02/17/1994 Issued: 04/15/1994 * k *** k•* *•k *•k ** * *•k k************ *** * * *•k *•***-k *•k *•k* *•k-k * *** k•k ** k k* *•k k•k•k *-k-k** k* k** Permit Conditions 1. No changes will be made;: to:; -the. plebs Unless-approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall= be obtained through th•i,Seattle -King County Departmentof Publ;ic'.Health., .Plumbing will be inspected by- that agency, 'including all gee 'piping (296- 4722) 3. Electrical perms-.t shall be.,obt ained though 'the'Washington State Division of:: „Labor, and Industries and all e1e6tricai.'. work will' be '`ispected by that ',agency (248 -6630) 4. All mechanical work °shal i be .Under separate permit' °thlroug the C,ity of Tukwi.Ta. `, 5. All pe:r mi is :, i nspect i an..`.records,,.....and approved plan's shall ' mainta'•ined available at•:..the job siteprior to the star'oaf any c'onstruc;t i a'n . These docum'ents ,are to be ma i nta i.ned .. ava;i .l ab l e': unt i::f final;: inspection approval ..i s granted'. 6. When, special i nsp,ect.l.on :i s'-,requ`i r; ed '.e l then the owner,; architect o °r engineer. shall yiotifyt"t'hei;Tukwjla Building Division "of' appointment' of.• e inspeOion• agencies prior to;. the ;f ;firstus l.ding inspeOtion`.'. Cop°les."•of a;l l special::: inspe`ctio6 „,reports1shall` be;-sub'nitted•"to th "e Building;' Div�ls;ion Ina time`ly-',mann:er� °. Reports sh`a;i'•i --contain address.,, proj`Ot' name, permit number and type lot .thspection b,;ein`g,_, perf'or,m.. .... .,,;:. 7. The s•p;ci 1 iinspector shall submiit'f a,,.f�l,n'al�, signed ,repor_ *t°r stati'nzg•w e;tWer the work requirinj spec1 11Inspect°ion to the.�b``est of theiy nspectors know ledge, iiri corfarmance wit approved;•gip1ansand specification* andt�he,,.app1'icab1e1rwork- mansh i p x`provisions > of the UBC. 8. All structural 'corticrete 'shall be special.., inspecte'ci;:'`(Sec;.!;3'06 (a) 1, UBC)- 9, All high- streigth bolting shall be special inspected (Sec. 306 (a) 6 UBC):':. 10. Any new ceiling' grid <and light fiicture ;instal lation is required to meet literal.,braci'ng requirements = :tor Seismic Zone 3. 11. Partition walls attached to. °ce`is°lirlgr'. "gr1d must be laterally braced if over eight (8) feet in length. 12. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 13. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991 Second Edition). 14. Structural observation shall be provided for this project. Architect or engineer responsible for the structural design shall submit a written statement to the Building Official in accordance with UBC (Sec. 307). 15. All structural masonry shall be special inspected per UBC Sec. 306 (a) 7. 16. Notify the City of Tukwila Buildings Division prior to ,1\ 9placing any concre e. ?This procedure is in addition to any requirements for cial inspection.' 17. Validity of Permi . The issuance of a permit r approval of plans, specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or. violate or cancel the provisions of this code shall be valid. 18. There'shall'be no occupancy of the building(s) until.the final inspectio4n has been completed by the Tukwila Building ,Inspector. STRUCTURAL ENGINEERING, P.C. 5045 N. 12th Street Suite 135 Phoenix, Arizona 85014 TEL: (602) 274.7243 FAX: (602) 274.3543 CITY OF TUKWILA APPROVED MAR 2 1994 ms6i6k..) Pea r°P ©J1CT: J ©o WIDo 294 New Door Opening for AMERICAS BEST CONTACT and EYEGLASSES 17334 Southcenter Parkway Tukwila, Washington ARCHITECTURE WORKS 921 Main Street Clarkdale, Arizona 86324 G�L�NIU�SUOO G�: E.M.S. 2 -10 -94 RECEIVED CITY OF TUKWILA ' FEB 1 7 1994 PERMIT CENTER • 0170 5045 N. 12th Streol Sullo 135 441:110' Phoenix, Arizona 85014 TEL.: (602) 274.7243 FAX: (602) 274-3543 STRUCTURAL ENGINEERING, P.C. J00 2 9 st SHEET NO / or CALCULATED DV DAtE CHECKED DV DATE SCALE H-5-2-7/4•44-, - le!/Ai 4,0 . .; Ccz 71- ; : • 1 ,c75 - ; i 7 ! /6" ca , . ; • .4 /4 • ce' -'et• 5 -s?:: 16 • :* 45. . ; z-ic k.</• " ; : • ,. . 2 .. , ..,,3 c) 2 cn :t-,/ 6- i.-.3 , c. - .;,. . 7_,..; .;, 1 , 0 . ... 1 ,,-;; . ! , . t t,; ••• c'f.., ''. t44;e4;0-:, --1-7 /.-t7.?",1.•.-/, ; sN ; / 43•/ . • ; , , r :„ ; k!/. ..,1 50./-e-Y , .i4•,..4.4-4.- 7...rT PC/ •,: ,. /3,.6 W ;. ! ; ; 1 ; I • • • lg. . . 7.??A/5 • . .. 7Q ; 44 ...! //p • • I. : /.4' 4 7c). . . ( /2-- u>4 •e,t 92 • ! /5.5o 4:7! . . , • , • • 10/. „ , C:t • : 1 , „ ..1/0 /r> t4-44 ..:7,414e,e1es. c. t.e./ 41 12.• • 11100UCT ?GI 1 ISPOI 2031(PA10)(Aral/. orroo, mix OWL to Nu MIN Tat IKE mos WO 40rfo4 ENG STRUCTURAL INEERING, P.C. \7/ 5045 N. 121h Slreot Sullo 135 4410 Phoonlx, Arizona 85014 TEL: (602) 274 -7243 FAX: (602) 274.3543 SHEET NO Z" OF -S CALCULATED BY DATE CHECKED BY DATE SCALE (): 3" 5 6:5 7.. F........... ........ k Z. c7.41 . ` it 7 , w•y. c- .......iC?,..!.....4 -/r e.- , w4 CL 1... / 5, x.. /S_5i x.'.. 7 S. . . • , i I , 2/7.:4 :7o - ../..3c x 3a 7.... =.- i /'Y U J /=%' ? LG:IL • j�iL /.%� 'y . ; • • • • I I ;...LL Ems.. ?....4).x :.......:....../261..//.2,-z:;) C i € - - p � 4 r Pyle ants) 705 • t (P asdi (nens /. K. woa+. Ws, eun. Fe DN, PIM rat MC a am mum THE ENG PARTNERSHIP 5045 N. 12th ST. 0136 PHOENIX,ARIZONA 602 - 274.2919 Title : Scope : Number: Misc . Dengr : Date:10- Feb -94 MASONRY' SHEAR PIER DESIGN Page 3 DESCRIPTION » 8" CONCRETE BLOCK WALL » GROUTED SOLID )V/ �Etfr TOTAL LATERAL FORCE Seismic Zone Pier ID > DESIGN DATA PIER HEIGHT ft " LENGTH ft " THICK (nom) in : DEPTH HULT. FIXITY TYPE CODE... ....F-F =2, F-P =1 f'm: MASONRY Fs: STEEL SPECIAL INSP. psi psi y/n GROUTED CELL SPAC. in ---- RIGIDITY DATA - - -- Height /Length (H /L) ^3 Relative Deflection Rigidity = .001 /Deft Sun Rigidities X of Force Per Pier V = Shear Per Pier k Pier Deft *100000 in H / (V * Depth) -•-• FORCES & REINF - -- fv =V /112 *est *(jd)] ps Fv: w/o Reinf. psi Fv: w/ Reinf. psi Shear Av Req'd in "2 Moment iJ End ft -k "d" to tension As ft Bending As Req'd in "2 = 63.6 kips 3 LOAD DURATION FACTOR = 1.33 MODULI: Em= f'm * 750 Ev= f'm * 400 --- 1--- I--- 2--- I--- 3--- I --- 4- ..I..- 5-- I--- 6 -- -I. 8 8 10 18 8 8 0.9 0.9 0.9 0.9 0.9 0.9 2 2 1,500 1,500 24,000 24,000 N N 8 8 0.80 0.44 0.5 0.1 0.00 0.00 3893 8274 12166 0.320 0.680 20.35 43.25 0.012 0.012 0.400 0.222 2 2 2 2 1,500 1,500 1,500 1,500 24,000 24,000 24,000 24,000 N N Y Y 8 1 1 1 29.3 32.4 46.4 48.6 0.956 81.40 173.00 9.00 16.20 0.28 0.33 1-10 aa1,:7 pi e jtPe .4?' -r t.aL w.a4 c� icy t °LACI tAJA .L. /74) STRUCTURAL / ENGINEERING, P.C. 5045 N. 12th Street Sulto 135 . -ill- TEL Phoenix, Arizona 85014 TEL: (602) 274 -7243 FAX: (602) 274 -3543 JOB SHEET NO or3 CALCULATED BY DATE CHECKED BY DATE SCALE ....4 O O :.e) /1tv/ ! ..,,L;./...4,/...-:, . .. v.,.d G, C_.: , I i l I! I � , I , i i /../E V(.. 8......., c;C_... Le./..44 �-j . +. i i t . 4/ On % • • 1 • ' M JET........ �n -? /4%.?'1'� i I 1, i , i i . "' ' ', r C.v C, I./- '7 . i.:. f� � ;) d •••- ....... : :...... ..G. , , . . . #S t/Z1� .........C°'r... �,�' 6. G'.i2 0 ; , 7- -;./c.),4..'; ire .• ........ ...... cg' �� �- j oo r.� fo,'z . i. y /U, C.> L- !/. �.3. ; ' . /. ¢ .3 . i � ., r � ' ! 9 'i /n /.mil! / - ": r • la 1 1 ` i I i i , 1 I 1 c.d.,/ ' f� >1t_:4'r_LL7, • PPOOIXt2P1:( Sigk Vogul 20S• 1( Pi ddtd)( nrnal •roc.Woioo.Ara0112.toedunuxctal MIL Id0022S1100 1 THE ENG PARTNERSHIP Title : 5045 N. 12th ST. #136 Scope : PHOENIX,ARIZONA Number: 602- 274 -2919 Misc : Dsngr : Date:10- Feb-94 MASONRY SHEAR PIER DESIGN Page _5 °i DESCRIPTION » 8" CONCRETE BLOCK WALL P » GROUTED SOLID Pi //S/1-" /k '7• 3 TOTAL LATERAL FORCE Seismic Zone Pier ID > DESIGN DATA PIER HEIGHT ft " LENGTH ft " THICK (nom) in 'I' : DEPTH MULT. FIXITY TYPE CODE... ....F-F =2, F -P =1 f'm: MASONRY psi Fe: STEEL psi SPECIAL INSP. yin GROUTED CELL SPAC. in • - -- RIGIDITY DATA -- -- Height /Length ( H/L ) A3 Relative Deflection Rigidity = .001 /Deft Sum Rigidities X of Force Per Pier V = Shear Per Pier k Pier Defl *100000 in M / (V * Depth) -- -- FORCES 8 REINF - -• fv=V /t12 *eat *(jd)) ps Fv: w/o Reinf. psi Fv: w/ Reinf. psi Shear Av Req'd inA2 Moment 2 End ft -k "d" to tension As ft Bending As Req'd inA2 63.6 kips LOAD DURATION FACTOR a 1.33 3 MODULI: Em= f'm * 750 Ev= f'm * 400 --- 1--- �...2--- �--- 3-- •l -• -4 -- i-- .5...�- • -6 - - -) 8 8 8 9.33 18 9.33 8 8 8 0.9 0.9 0.9 0.9 0.9 0.9 2 2 1 2 2 2 1,500 1,500 1,500 1,500 1,500 1,500 24,000 24,000 24,000 24,000 24,000 24,000 N' 1J N N Y Y 8 8 8 8 1 1 1 1 1 0.86 0.44 0.86 0.6 . 0.1 0.6 0.00 0.00 0.00 3516 8274 2022 13812 0.255 0.599 0.146 16.19 38.10 9.31 0.028 0.028 0.049 0.429 0.222 0.857 1 1 I III 31.7 25.8 12.2 30.7 32.4 27.0 46.0 48.6 40.5 0.761 64.76 152.39 74.49 8.40 16.20 8.40 0.24 0.29 0.28 1 1/A6'7 -S o . /G r-L r 71"7-P 1 J Waive, Pr 5 1 L • 1.4:1 bl , • 1. • • ' I A A.2 7-7'11 11.1.1.7... • O • [ oi< • :4 — - — -- ..-- '1 .1. ...±....di — 7 • yi cme-i- 4 f-.0 L. o: 1 I I I •—••••1 0 0 • N s I - • • J-S At x 2 7 GL/5 L C4./1 `[ /G= '77 Cfro.=97 ,00 U V • ,q•5 te Q) 1. h , x -r —_ 0 L.494-01\ .0O \ Q F. • i'I L� ti . ?p a [ /7(=//i I. k 000 co 20- pi �� "aJ ro rujs�� 42.5'z .00 • /00 ' 1 4)l 1 1 1 4l 1 section .(i LA) cry 4/40A1:11.90 0-r JOB SHEET NO SK -1 OF 3 STRUCTURAL ENGINEERING CALCULATED 13Y DATE 5045 N. 12th Street Suite 135 Phoenix, Arizona 85014 602- 274 -7243 FAX:274 -3542 CHECKED BY DATE SCALE EXISTING 6' THICK — CONCRETE WALL C' -4' +/- VERIFY 18' -0' «/- VERIFY EXISTING 8' CONCRETE BLOCK WALL I , REMOVE EXISTING BLOCK WALL. FOR NEW DOOR OPENING NEW 8' CONCRETE BLOCK WALL w/1-115 at 48' O.G. and 1 -1t5 VERT. at EACH END and It i WIRE DUR -O -WAL at 1G' O.G. GROUT WALL SOLID PLAN VIEW at NEW OPENING GENERAL STRUCTURAL NOTES MASONRY MASONRY UNITS SHALL BE GRADE N, CONCRETE MASONRY UNITS, F'm =1.350 P.S.I. BRICK UNITS SHALL BE GRADE A, F'm ,32,500 P.S.I. LAY ALL UNITS IN RUNNING BOND. MAXIMUN GROUT LIFT 4' -0" WITH CLEAN - OUTS, PROVIDE DUR -0 -WAL REINFORCEMENT AT 10" o.c. IN HORIZONTAL JOINTS, (N0 WIRE MINIMUM), REINFORCEMENT SFIAI.L LAP A MINIMUM OF 36 BAR DIAMETERS. MORTAR - TYPE "5" 1,800 P.S.I. GROUT - 2,000 P.5.I, ROD GROUT IMMEDIATELY AFTER POURING AND ABOUT 5 MINUTES LATER. UCTURAL STEEL ASTM A -36, Fy"36 K.S.I. BOLTS, ASTM A -307. LATEST AISC AND AWS CODES APPLY. ALL EXPANSION BOLTS TO BE "WEJ -IT", RAM -SET, OR RED HEAD PHILLIPS (IBCO APPROVED) TYPE, WITH A 360 DECREE EXPANSIVE WEDGING ACTION, JOB SHEET NO. SK -2 OF 3 STRUCTURAL ENGINEERING CALCULATED BY DATE 5045 N. 12th Street Suite 135 Phoenix, Arizona 85014 802- 274 -7243 FAX:274 -.3542 CHECKED BY DATE SCALE 4i8 EXISTING G' Tl-ACK CONCRETE WALL - EQUAL SPACES EXISTING 8' CONCRETE BLOCK WALL NEW L 8 x 5 x 1/4 w/5 -3/4' DIA. RAMSET TRU- DOLTS TO EXIST. WALL 4 and TO NEW 8' CONCRETE BLOCK WALL NEW 2 - L 3 1/2 x 3 1/2 x 3/8 w/ 4' MINIMUM DEARING AT EACH END I I I I I I J REMOVE EXISTING DLOCK WALL FOR NEW DOOR OPENING L J NEW 8' CONCRETE DLOCK WALL w /1 -4t5 at 45' O.G. and 1 -tt5 VERT. at EACH CND and ttq WIRE DUR -O -WAL at 16' O.G. GROUT WALL SOLID ELEVATION at NEW OPENING STRUCTURAL ENGINEERING JOB SHEET NO 5K -3 OF CALCULATED BY DATE DATE 5045 N. 12th Street Suite 135 Phoenix, Arizona 85014 002- 274 -7243 FAX:274 -3542 CHECKED BY 3 SCALE EXISTING ROOF 5HEATHNG NEW L 3x8x1/4 w/8 -3/4' DIA. x G' LONG RAM5ET TRU -BOLTS TO EXIST. WALL and NEW CONC. BLOCK WALL 2 -85 IN 8' BOND BEAM BLOCK '• • NEW 8' CONCRETE — BLOCK WALL w /t15 at 48' O.G, and 1 -45 VERT. at EACH END w /lt9 WIRE at 16' O.C. GROUT WALL SOLID CUT EXISTING SLAB AND PATCH TO MATCH EXISTING AFTER NEW WALL 15 ERECTED +-- 115 DOWEL 10 LAP 24' N. w /VERTICAL BARS — DRILL 3/4' DIA. HOLE AND FILL w /HUN1S 100 EPDXY CXI5TING FOOTING CXI51ING 3' -G' FOOTING v �► City oi Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0060 (511) John W. Rants, Mayor March 1, 1994 Re: America's Best Contacts & Eyeglasses - 17334 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) 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 3304(b)) . 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 12.106(c)) 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. Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) Obstructions, including storage, shall not be placed City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W: Rants, Mayor in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 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 3314(A)) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) 2. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 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 0 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 3. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive 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 10.601) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -B of The Uniform Building Code. (UBC 4204(a)) 4. 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 10.301(a)) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. The total number of fire extinguishers required for your. establishment is calculated at one extinguisher for City oi Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor 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) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) 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 poss.ible), 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 10,505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Maintain fire extinguisher coverage throughout. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B94 -0060 Status: PENDING Keyword: UACT User: 1677 02/24/94 BUILDING PERMIT Tenant: AMERICA'S BEST CONTACTS & EYE Address: 17334 SOUTHCENTER PY Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 262304 -9079 Owner: PACIFIC NORTHWEST GROUP A Validated By: SLB Plan Ck Approved: / / Status: PENDING Applied: 2/17/1994 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of .0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: INTERIOR TENANT IMPROVEMENTS. Location: Category: ACOM (N= NEW /A =ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: Gas /Elec: Census Code: 437 # of Units: 1 # of Bldgs: 1 Pub Own:N Streams: Slope: N Wetlands: Water:TUKWILA Sewer:TUKWILA Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 80,000.00 Fire Protect: Type Const: V -N Type Occ:0023 STORE UBC Edition: 1991 Occupant Load:62 Occupancy Grp:B -2 F7= Update, F2= Previous Line, F1= Screen Index, ESC= Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 02/24/94 Activity document routing maintenance. BUILDING PERMIT Permit No: B94 -0060 Tenant: AMERICA'S BEST CONTACTS & EYE Status: PENDING Address: 17334 SOUTHCENTER PY Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Approved 02/22/94 02/24/94 02/24/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[OCC. LOAD 62 TOTAL ] 2[EXITS O.K. ] 4[ ] ] 5[FIRE PLEASE REVIEW AND COMMENT. ] 6[ 7[ BY KEN ] 8[ ] ] 9[ ] 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. 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" . r • 4 ' • ; 4.0444d InCANSPeent 41W VIA4WA41451100 H1 iett • • tietair4 ¶4,83 p .....TrimtPaftled £O$) G,E,14103112002 2 rott 31134833119.25 degree Narrow Flood ytr,;4`414-i;14:i:;**a•kr*viii4falpeitormitooitzteoirt's).:- • - • • 010• •,,..‘. 4 #42..t pi dics. i3181, Ciao* White. WAttic;4sitfiurii 60466-,-; *1.14 geo Gloss, (*.WOO, PcorpOlsla 24sa ::•-'41:*::•:004041,;Veri..0.1$1010407. 4)4 0nirrl Gloss, andtion, porpoigoo 0 20802 04, 01140641:0A.R6..•$018,04dontlds* Seer4 &kao $3.li1tiarr, Porpoise 4 prep* av-AAnp*o* rtifts, aim 010444 systo, Egyptian # • .!•Otoik.6114it. woo° oato ikto we* atiVrte.k EtIVOltit 436 1.tatOktio4 401M8s- 110004447SO. i,-FlOwifPikir4114.',. Black • " • -- M. . . -Aottlgracras.coutactiov.). *.14 x 4' Witt Aotrusrtie T,00 & Oita **OW tee °Oh* tool teitall$0.1144`r• CO*FiaV011i or cfroPfaved oino4 • - - • • ;Olt* Otnetsang - Pr eode Opened ", Tee 1$.4216" arr Myrsrtie:g1 ei,14011, aces.sed Incandescent Low Voltage, Light • 1400 TN .. Reusing , 1410 P8 b Trim olottahe Brest) 147031120112 2 80 MN:140FL IES Narrow 'Flood . , ••!=l4.-2efF41.1;:kV,'• .2x4 Recessed Fl0orollle0fiteclitre. . . - ' l ,W .2x4 Recessed newer:cat NM. um. on Nig174 .,.....,-....!/ili•f41g-.- `-"e•-••=•,'•.:, ' . • . .,• 74?...g,....", ; .2ip Flee:seed Fikareeeercti . , 0 „ ..,,.. bulb poresieln light fixture, ceiling mount' is INDUSTRIAL 2 tube Mr/ascent light otrlp, r"1•77'-71 hang above lilurninetati ceiling. ' • , . ..1,,..0. , illuminated Ente.rtitincY .„,..,,, . .• , *play reeeptaelemt. 0 15'!.e.f.f. traiess *lotted tar ,- ' 2..-10.°1140- 1- - . . • .1 Ittft!ipit fMerrup!cit.p"Itct.receptt$!le Single pole switch mt. 0 40 all 3 wev twitch trst.-0 48" Sine pole evritch wAlifilinet*ML 0 48" a.f.f. Thermostat for HVAC system. Mt 0 Ow Einitnitency NM* ink 0 T'S" Tettotioner outlet mt. 0 W' atf. unteeettOted. TithiapiKirre petr41. 2Q0 AMP Electric sub Panel. Cellirsg Mutest fan, 125 CFNI vent thru root 2444" ceiling air supply register. 24"x24" coiling 16:4 return register. NOTE: 1. Contractors to install Plastic Grommets 0 all Counter* for else appliance cords to pass thru to receptacles or telephone outlets.: Verify exact location we/Tenant 2. Refsf to Electric Drawings for exact fixture schedule. 717291 ra nral7G7SWITargir • '.■:% 42" x t 112" dta. StaliAless Steel Grab Bar. \ 6011CALMAITING •14-.., T.10.3 444004000 04401410 u. t, fatlwalt-44 2! 4' Sgscrata y In tilets (LE ARO) -$ it410)114) 01114141$1(14#0407772) Pr aftPreVO *14114'. • aw f#F701,f,Thlea 11? x ol VitiePeotOt traisilunein fte ehsatesfielisr-etistatiel ;• - • •", *WWI Wig RAT40 A PER CODE Ilf0fifflitEIWS. 01.404.441L0 Lanttnitte Owlet OAUtri410 tarniiiatiO CO) .000ti 0#114, 0 sees Lacquer. • r *4" thICK kraititt et $4 0" tai.tp,44140-14410-.0c0s#11,041- •-• • : • 1". , : :•;„ , ; • . • . ; MAPAL#P):*.. W4 ... -0 r.-44901002 0,6 iihirtibleg wail 4 itrtioylind *got {4v.. bp ogle Foot:- . - • ,s.' • - ,t048t0a2 08. titif 0116,014440, 10044 3 14" butt htngns is 0 tiaor) Web :Polished Brtuts • type 040 , YI244$420,,Isyst 0 este... - P011oired Orme:. Closures , Pollitt,m4 atastt en,t4;.*#(49141404.0.01,511.49$11.‘,. Finish Bless NakALUP44.0.04ku. suss V Q44.022131.i•SoilossOthoribtxtg*..:ttimo . /*oho 041186 1104,1*,14;13*114010 111{1 Cask main door. ' An d‘is tG :etch?* tilthev wah es*. or floor step* pi.#.6110:lanomrigt.. Signe ift‘altint(ir tept$ pitf onset 'acetone .. Color . —Black 1.4,00pp44. Vr DWI* PIPe Offitiiiiso$0)!atfhlitoto (0 reit*.nwiant.0.4" 001,0 WV 0 001144 ki.fa.k3 10 1" • 10,10414TION Marlits Wainscot o?dcitcl min. 2%0" •beyond fronts of fIxturse on ski* walla W.P. Gyp. Bd. witpcnty Paint finish 24" x 36" Stainless Steal Frame & n Mirror Stainless Steel Paper Towel Dispenser Cioar Plastic Globe soap Bulb w/Stainiess Steel Push Button disponser Well hung Poroelan (white) Ulvatory Wilaver handles & drain pipe & WW pips cOvered Or Insulated DoCrOri # 2 ST,DINA0A CM, .10\161,,1%, 0)Pk.0)\IV-D VOA 2. 1--&67t\IG 0\100 , G.S, I G. G.& !.; .. ' _L-.. • • ; ' "^ • ' ' . . e ;:" • "*1. ;Mil' • 4. , - - , • 111 pi firji II 11[11111 ti I I 11 I 1.1 0011 iiir .4,11 1.11111111 I:111.014r 41,,u III #1,4 Amok Atwa 10 11- MADE R-1 riERW.Iff 12, 0 le TH; INCH 1 2 ' 1 ' 1 ' 1 ' 1 4 1 4 1 4 1 4 . 4 5 6 __. 7_ 1 NOTE: If . tile iiiereflimed -doCu—Went 18 less clear than this t , , i • notice, it is due to the quality of the Inriginal document. 1 0 C 6Z 9d LZ 9Z GZ liZ ' CE ZZ I.Z 0? 61 81 LI 91 St tt et Zt It 01, 6 8 I. ; 9 £ 97 E z L -... 0 IN1111111111111,11111111d1111111phIll1111d111 111111111111111b411111d1111,[0116U,611111111111141111111.1 I .,1,„,1„„1„„1„„1„„1„„1„„1„„1„„1,„,1„„1,„,h,„1 • 1 1 1 1 ROOF DECK ABOVE NO CHANGE 2 X +E ACOUSTIC TILE CEILING 2'x4' Acoustic Tile coiling. FINISH NOTES •.4..'_ .. - 2x4 blocking 0 Shelves as reti''d. 1 1/2 "x3/4" Backspiash w /Piratic Laminate over. 'ADJACENT SPACE" V X 4' CONTINUOUS WOOD CLEATS 3140 PAINT GRADE PLYWOOD SHELVING. 2 X 2 SUPPOFITS 4'-0" O.c. .1' -0" or 1'-6" 1. All Plastic Laminate to be selfedging type. 2. Radius all outside comers (t 3/4 ") where shelving does not contact wails M ends. 3. Verify with Tenant locations & sizes of all Plastic Grommet holes in shelf tops for Eitc. Appliance Cds. •LUNCH ROOM: ALL PLASTIC LAMINATE SURFACES *TINT AREA: ALL PLASTIC LAMINATE SURFACES GYPSUM BOARD (PAINT) 3/4" PART. BOARD SHELF; WAPLAST. LAM, OR , MELAMINE OVER 'V PLASH. LAM. c3R.�,. MELAMINE NOSING 1 X PAINTED BRACING, PAINT WALL COLOR ELEC. RiECEPYr. • 42 4" X 4" HIGH PART. BD. BACK SPLASH &ICE SPLASH VAPLAST. LAM. OR MELAMINE OVER 1 1 INSULATION AD PER !ERA ". iiBETAL STUDS 2°4'° 0.C. • TOSS SI SWAM *Provide 1411 Most Miser , ... Cts, ee required BOTT0 PLATE Wad RAMEY 4'-it' 0.C. MAX IL!' GYPSUM BOARD BOTH SIDES NEW FULL fBATT SOUND INSULATION ..11VSr~ METAL IDS 24" r.+9.C. ! GUAGE NOTES 1. AN fssete'itng to be dome with drywall screws. 2. Paint &II wood members w /esrml•glose paint to match TRIM COLOR. 3. Ail plywood to be shop amide finished 1 aide. 1'-6" or 2'.O" 1 1/2 "x3/4" nosing w/Piast.. Lam. over. 3/4" Plywood Brackets w/Piast. Lam. over max. spacing 4'-O" o.c. (match Countertop color). �.„ProvIde Piaat. _„__grommets for Elec. Cds. 2 X 2 CONTtffUOUS EDGE, LET-IN SHELF AT TOP 4" VINYL BASE CARPET AARP'ET CONCRETE SLAB CARPET 2x4TOE KICK Continuous 1 1/2" x 3/4" nailing strip (paint to match Blast. Larn. color). -4" Vinyl Base Carpet. ROOM I/SHELVES HTS WIDTHS SIGN • IN CASH DISPENSING CLASSROOM 3'• 80 2'•6 "/44' -8" 2. -6" 1' -6" 1'.6" /1' -0" DOCTOR 1 8 2 WORK ORIENTATION if 1 11li, 2'- 6"14' -6" 3'- 6 "/4' -6" ... 2' - 6" 2'•0 "/1'-8" SEE PLANS 124" 3/41° PART. BO. W/PLAS i'. LAM. OR MELAMINE. COUNTERTOP A X" 'tc 0 0 Q3 CD llf z 0 X. (tt SEE DETAIL FOR VARIATION AND ADDITION TO "DOCTOR'S SHELF ". 1 X PAINTED GRACING 4$ PAINTED WALL COLOR 4" VINYL BASE CARPET OR VINYL TILI LE AT..• N SECTION NOTE: PROVIDE MELAMINE WAINSCOT BEHIND COUNTY 7O UNDERSIDE OF 431T OVERHEAD SHELF S EXTEND TO SIDE WALLS 4' - 0" 1l..F,F. AS SHOWN ON DRAWINGS IN INIMAn 1, STORAGE ROOM SHELVING TYPICAL COUNTER SHELF LUNCH ROOM / TINT AREA 1/2 "*V -0" GYPSUM BOARD Plastic Lem on slate of WC Portion —' ' Y%, grr%t'w•1✓w•:a..W.r,rY%'rY.�Y.f i,`'i.,r,'+►,ri�: t jf. 1 x 2 Chat ye/Pieces Lam. We Part. Bd. wharf" Resift edema sides) Laminate sucleves METAL STUD WALL 1 1/2" CLEAR NOTE: Provide plastic gromsts In Pies. Lam. Counter Top for else:. S tel. cord* (verify exact location s/Tenant) Provide P Gromat hobs for Tel. i5 robs. Cade, verity mot Iscaticao Wre 1 1/2" Dia Steel Handrail T & Paint Trim Color (High Gloss Enamel) 1/2" G.R. ON 3 6 /8" METAL STUD WALL - (SEE PLAN) -1:4+ '-WOOD BLOCKING 3 ,S" METAL STUD BLOCKING (CONTINUOUS) .SELF EDGING PLASTIC LAMINATE (MATCH STORE CABINET PLAS. LAM. COLOR) 3/4" PARTICLE BOARD NODS IA3� 1. 2 x 4 framed • Reload PI>n w/3h5" T&G Plywood. ix Prat. Bd. CO" lAmloato Woos • l.MOS.. CARPET 3/4" PLYWOOD WRAP CARPET AROUND CURB CHAN1E CARPET OLOR 0 THIS POINT ACCENT" . CARPET COLOR 3/4" PLYWOOD 4" VINYL BASE PAINTED GYP. BD. 11/2" X 3/4" BACKSPLASH W /PLAS. LAP4. 3/d" PART. BID. COUNTER TOP W/PLASTIC LAM. OVER 2 X 4 METAL STUD PTN. STUDS 2'-O" 0.c. SOUND 1NSUL. m�1Nn iIM.gf[iMlI11ii 2 "x 4" C 16" O.CCr. stomp INSUL.A CONC. SLAB ACOUSTIC INSUL. & 2" x 6" 0 16" O.C, FUPPEO TO CREATE 1/10 SLOPE 2" x 6" STRINGERS RIFFS° f9 • I1C SLOPE EXISTING CONC. SLAB E0. Plastic L.ern, surface • mt. Straawer Fred: w /cowl pulls (match door Irrdwr. color) Plastic. Lam. Brackets (4'43" o.c. tnarx spacing) �-4" VINYL BASE PLAS. LAID. it SR* FACE . DRAW R im \ BEHIND of �PLAS. LAM. BRACKET CARPET RAMP DETAIL 314" w l'-0" 10 : " 9 ,PRS SHELF sEC1IO •1 Tin ROOF STRUCTURE .. . NO CH.ANGE 2 X 4 METAL STUD FRAMING 2'"0" O.C. Ewen hung as. to ereeltasaa dhow ' °V Secure to Structure above 4' -O" o.c. Max. SECURE HUNG CL.G.-iO STRUCTURE ABOVE 4'-O" O.C. MAX. 2X4 METAL STUD FRAME, STUDS 2'-O" O.C. 5 i /S" SECURE 4' -0" O.C. MAX. 3 5 /8" METAL STUDS 2' -0" O.C. 2%4' ACOUSTIC CEILING 'TILE S'�yt %�ti... ..Lao.i+iwai'rYcf�.t ''." ?t° 4° Scow& 'I'1 Case 2' x 4' A.T. Ceiling -2 x 4 Metal 'Stud Frame, Studs 2'-O" o.c, 2'X4 AT.CLA b 1 � , TIMEf Y® METAL 0008 JAMB FACTORY PAINT "BLACK 2" I •. DOOR (SEE PLANS FOR SIZE A TYPE) "PAINT.. TRIM COLOR" 1A3� GYP B NIPS Witi color 1/2" GYP. BD. FACE - PAINT TFUM COLOR 12" Gyp. Bd., ;WM to color NOTE: ALL METAL STUDS TO BE 25 GAUGE 2' x 4' A.T. Coifing 1/2" X 1/2" X1/2" ACRYLIC EGGCRATE CLG: TILES (2' X 4') W/TRANSLUCENT PANEL ABOVE • -={ 4 A k`I • ../ ACOUSTIC TILE SOFFIT 3/4" a ' -0" 4 !UM. CLG @ FILES 1111111111111111111111111111111111111111111111110 11111 f14 11 11 111111. 1 l :111 1111; 11111 1 11111111 1111111.11 1111 -1,1.1 11111 j11 0 16T"$i11CH 1 2 '3 4 5 6 7 8 NOTE: if the ncic:rofiimed document is less clear than this notice, it is due to the quality of the original document. OC 6Z ee LZ 9Z 9Z 7Z ez ZIZ tZ O?.. 6t et Lt 91 1111111111I111111IIIII111IIIMIIII !111111111(I1Ilb,11I11, 141 ITillillllillllll1►1ifillalk, , "I111111111111.11141 1.1 11-1,411111111111111111111 9 10 3/4" = 1' -0" 1111111111111111111111 11 MADE IN GEgMANY 12k • gat 71 el Zl it Oi. 6 8 9 G 7 C Z i Ww 0 11111111 !'1,111''1' I 1 111411,1, l6111111 ll0.illilill,11111! hill ‘q104. 10111IILlI1111IIIIIIIIIIIi1111111fIIIL111111IlIIIII11II1IIlllill DOOR FRAME Oil Of APPROVE.D 1'! \R 2. 113' s• RECEIVED CITY OP ThKWfL.A FEB 1 7 1994 PERMIT cENTER : 0 z - �. 141 u i 03. Ye 1i 01140p..1 rboflom 12it x I d' OCT R 11131,1 !. t2e 1 • f 2 :Pi1c 1,4) iseseastoem rtw 'lryreiete. vestige:es nine} ss; • ".i,. L . T AREA es.711144, 0•41104 4444144 44111,44 44114•91 sf LE AREA,L 11 y iep 41 4 ►L a• � � 1• 1 ��� Tat Ham C) TR. ° 1 I.i',rM,. 11 -1 fix► `4•1 =M= ri •,uNr.���. t� rlks?t ►', ?i�r?rl + It• �e�'( ►t <<fi +5iil ►i. 2'711)( 1 -,; RR-1 Inc 1411 Ili SO 11 PP iPagH 71 sees t I A ACu X11 �1I • ?sari., till *1)-f M& . tz RR.) i1 it 1 14-0g Izo 1IIX tz," nil; .1,,1100 1 CIRCULATION / r:ri: �. Li - /3i• • +'Lr -' a tai'tc: t'!1141. 14170..C.,1 .1etk-,Crry° 6111 . X1162. 41erza.1 tz "OIL 1 b.!1K4A11 .. 11'0 1`1. TORAG 10 )41 �i cL ;off a,e J r:. 1, 4 • • DIVISION 15000 15010 GEHi'AAL PROVISIONS: 1. eCONDITIOOOF, 'HE,CE>NTR CT and 01Y15ION 1, as indexed, apply to ,this Division' 1S00Q. 2. SCOPE Teas Saction establishes and describes required standards Of quality.and perfensenco for products. systems and '*thads eochnpassed by 06visiori 0800. This Section alto.sumeaeizes the various systmee to be lostelled under 0ivf,sion 14000. 15010.1 a3PECI;s}, Ci1rI TYWii: The specifications and ectaagtany4ng.drawines are intended to ;over &1r4t ,s which vile fit the available specs, which will not interfere With the general structural design. Carefully examine the drawings for al'l bratnches of work and be respo Isibiae for the pvopere fitting of Warfel and apperates into the building. 1SU,1(42 :' 1601AItohs, C00Ga ANO tt'1;R1iITS: • `tiive ill necessary notices,,ebtate all permits, and pa all tau fee; and Other cesessn connection with arork; file all yne g .platen preOare all dot'imentt - end obtain ell necosse ► vain T�' �Rrf :i Of ,1l negulating autheritiet having Jeeltdtction; obtain al Z• ;shred: CBrt1'V eater .oi' ens ton for .fo >i�. rat and d413Skor ~same t+i . Ar :nett bafor` ` re ek for ecc tale t' Ina . ap and i. 1 i}g31!!'. far.. liilf e1.1 • :Cfl6 ItUIii10i1 o ti Cs Drtd are dt 1. Ails. a�eic for piping, - conducts and rlt. h is alit itidteatod in hell, - Sites of ti ins c,,,,dtlit 0fe 3 dt ^T� -Y p ••a► � �+(i3Iii7Fi Y�t end dixchterk and their loaetiebi%Aro andirated. but it ft net ' intend to ehpat every offset Of fitting er every structeral dif'.fieulty :that untheenemeetered during tnstelletiant s:t the sorb amn4li ot: OP "plGiad, c±nidift, or ductoort shall b.:e- verted fro that le4icatosl era the drawings_ ithptt extra :expense to.: the °Weer this neciseirYlnO7avOid striacteral Or enthewitel difficeltieil, or toy mid the *Oek` of .Pty other• trot:. 1500 :4. I.igiip..: : Parfoem tabor Mott a thorough and cb,lets aoa'loaarstike carer art eoith' 011, reasonable raked ty to the satl3factioti of the Arthitoa. ig»o.A ExparnYiot 441 lia,Itl ferforta ale necessary e:lcavation, shoring end heekfillittg reattired'for thaw proper laying of all pips: and'condiaite :es;ide 'rise building and promises, end utside es stay he necessary. 15010.6 ELECTRIC MOTORS: 1. Motors required to drive equipment shall be as follow s: Motors one -half horsepower and smaller - 120 volts, single pease. 60 cycle service; motors three - quarter horsepower and larger - 3 phase, 60 cycle service, unless otherwise noted on the drawings. Limit maximum motor speeds to 1,750 RPM unless specified otherwise. 2. furnish for all single phase motors grease lubricated ball bearing, permanent -split capacitor aaotor3, except that shaded Pole types may be acceptable for 1/E horsepower end under: Furnish single phase motors.eanufactured by Emerson, General Electric, Louis Allis. Westinghouse or Century. 3. Furnish all motors with nniaeplates with the motor information stamped into the plate. Verify all voltages with Eleltrieal Contractor prior to final equipment order:, 13010.7 cUTYI.iO AND PATCHING: 1• Cut cooplated construction work only if sleeves. 4peni:tggs, Chase etc., were inadvertently emitted and Only with the Dee s. ed Approval of the Architect. 2 Ie ne case shall reinforcing steel be cat without that ;specific permission of the Architect, 3 inhere cutting and Patching °tee s in streeis,�sfdettalks alleys, and .the ' like, cooparata' fully with the weer end eunie;iisal Authorities to maintain safe and rewired tr ff extras will 1 pe A .it flows. No be Allowed for traffic pRtrQlzme or overt slow . such • it r tirq�d by City. County, or. state effitiels. pat.. i .ff sAEI) Patching flg_ net sell i : ritiitg bf municipal or other govsrt►ti; bodies. 15010.9 GUAliAKEE: Each ccaatatete, systen shell be guerenteed for a preeiod of one year from tee d to of t cs tans 0f. ilia ,work by the Owner. The centrscter shied guarantee •Aces totem in writing to be free of deftest* of neateeial eretwortmenehip and to perform satisfactorily under all conditions. of Toed er service. The guersnteesl shall provide th WAitionei protective :srieaenwil peet4dada oeessir ktie syteaar +n4vipment epercte satisfactorily, that any faulty materiels or workmeeship. will boa ro*laced or repairod, tnd that on failure of the gearantar to do tale above after writtet notice from the Owner, tee Omer mey helm the work done at the cost of the guarantee. 13020 BASIC MTEh1AGS Ate brat"' ..a a+ioa .sqwy.�tcki„,,� '3411 F r CP M �iiV" *eta SSE: This section sets forth products andsoathods of installation for plumbing, hoatirg, ventilat;en and air conditioning, 5 a. k •1 W •1� F, T 114_ 11 zior H. OISi' N8 .%,„ airte„, (//- A MINIOMP 4044.4 ONPRIO Pr Nit ? eAR1 py Wilevomm =Wm. VIMMIRD OM11.44. 41,44440 Palaridi ..•016■1. 14:l1x 14d., a ! MO' ar l • OPTICAL �._ ,•...b. ._e4,. 142 M ii c i WNt 4) a raA L1'6ft pumt76,ifit, el i -,»1 _t11■J 1T 'KeN ,.. 11-x -1 1 asl t�_ • �t aisHa I Vial M I 11 11 1 11Ix� &JO CSI. FLOOR PLA 15020.1 SLEEVES: Where piping. ductwork„ stacks, etc., passes through such building elements as walls, floors, roofs, footings, etc., provide sleeves unless indicated otherwise. • 15020.2 ►WGERS AND SUPPORTS: Support hangel -s of horizontal pipe with vertically adjustable hangers on malleable swivel ring or Brought steel clevis type hargersuspended on threaded'steel rod hangers, equal to Fee and Mason Fig: 199 and Fig, 239 ,respectively with clevis type utilized for larger pipinc. 15020.3 VALVES: 1. All valves shall be Crane, Jenkins, Stockhaat or Mueller, designed for 125 psi ainisule. working pr:lssen. Lill pater valves thall be gate valves unless otherwise specified or required for special inataliation of flow control. Gate valves and check valves shall be bronze. All gate valves srall-be solid wedge, inside screw. rising steer, backseated gate valve. Check valves shall be fuel- opening; swing check, ell bronze. AVI water valves shall be of e the same rnennnfacture except as not and each valve for similar use shall be of the semi t i type connections. 2. Provide valves and unions on each hot and cold water connection to each ?Were or. piste of *attainment which debt net have . stop yal+se,sppactfied.,Provide a gets valve in tech branch service. conneetion;to the building sad elsewhere as required to properly isolate and service equip�rt. afd s of fixtures. Lotato valve on service lists tq the building burled in service box. I503o. Insurer Gift • SCOPEC fern1sb all labor, retsrtei;, a uipment an services. necessary ,to tn#ta11 'fnsii�etion �iatrtet'ial to ductwork, pipes as - ihd.cated an &;swings end se.epticitiaki hareins Phi; se tioft sett forthepreducts and m thods of installation for p1t&bing. sir. conditioning, heating, and ventilation systems. 15033.1 OUCT INSULATION; Ail concealea supply and return duct work shall be :externally crapped with V. -thick •1/4 PCF density fiberglass (foil backing), aired in piece with It gauge galvanized wire, 18" o.c. 15030.2 PIPE INSULATION* 1. PeervIDE I!2` }il WS-AS£ MISIAJOION Vrni A1.I.eXERVICE. CON- DENSATE ES. PREMIX I'' FIBERGLAS lSU! TV34 VITP ALL- SERVICE JACKET ON VO* STIC HOT aA4TER AND HOT 'WATER REURCOLATING PIPES, MAINTAIN •VAPOR BARRIER ON COLD PIPING BY MEANS OF SEALANT AND TAPE, F- ht4c SPREAD AND SMOKE DEVELOPED HIDES SHALL NOT EXCEED esnts. SEA. EXPOSED ENDS 07 FYM A AS'S 1NSULe111ON VITN ArentS1VE foST =C. :l,bdY..�. rs,r�' :��X �r`'i. i=. f :- �`rr�• :.•` f� %t• d4Y . ,,e, eeeeeen..fne.:In'tnO,eeeeee-aeseeneet... 46.9 •il '',6rr N -11J w�i 94*. r1p. ,. "01'1.74!2. 2.4n-pqa..1 WA6'i`BN 1 14, ENTIIY 4000 2. Pipe insulation shill be applied over clean dry serfage after test has been•performed On piping and proven tight. All insulation shall be installed as described herein and shall be applied in strict accordance with the trade practices. 15040 WATER SYST9 S: SCOPE: Ooternire in advance . of construction, the location of all pipia;g sleeves, hangers, flow line elevation, etc. Install piping substantiaily,as indicated, parallel with the building walls, unless indicated otherwise. 1504.0.1 DOfESTlC WATER PIPING: 1. Domestic Water Piping (above ground): Cold watcr•piping shall be Type 'L' copper. 2.' Domestic Water .Piping (below ground): Cold water piping shall be Type 'K' (no joints) Wrought Copper with two oats of Polyvinyl black. tepee Fittings shall be cast Grass of wrought del/per suitable for sweet or brand corrections. Spider thrall be 95 -5 (95S TIN and 51 ANTIMONY), for pipes 1 -1/2" and smaller. We 1050 degree silger solder for all other sizes. Clean 'joints and ' apply non - corrosive flux before soldering All copper pipe vhall meet AS1114 8 -88 specifications, . TEST' AHD INSPECTION: Domestic ieeter piping shall tie pressure tented and rov P an tight. wttk :a csinislteae of .100 psi .hydrostatic tett, Prior to setting"... ' fixtures, ' flasi:: ctreuits, test, than backf Ott. Nel:if) Archtt: t 'prier to testi Final a ;ousel shat the City pp 1 he by tl► spettor, 15o BATE VATFA SYSTEMS; • iritermine in advance of stetsgruction tocetiee of sass; and all exfstins waste piing tuidergrened or site, and- in the adjeintng streets. Piping Patel .be as indicated and building unless otherwise directed. Farnish and instal l a with caeplete seeitery waste system, including connectto:t'ta -City *evert end building plumbing fixtures. 15350.1 SOIL AND WASTE iNSTALLATIOn; 1. 8Nry all exterior soil linos a minimum of 10' below finished grade. 2. Slope horfzoirtsi foil and Water pipes under building 1/8' dor foot for sizes 4' end above, and 1/4" for sizes 'less than 4". Slope shalt be uniform and •frlro of dips, traps, {ptc.: 15050.2 PIPING: 1. Under ground: Standard weight cast iron "no -hub' with rubber gasket and stainless steel fasteners. 2. Above ground: I.1 /2' and seedier shall be schedule 40 galvanized steel pipe. 2° and larger shall be the same as specified for soil pipe, or standard weight "no -hub'. 3. Fittings for cast iron pipe: Cast .iron soil fittings, for no -hub cast iron pipe, suitable in every way for drainage and vent purposes, of saes weight as the pipe. Fittings for steel pipe: galvanized cast iron, drainage type. ratings for clay pipe: vitrified clay, standard strength, ball and spigot type. 15050.3 TESTS AND I14SPECTIONs 1.e. Test sewer,, waste and vent piping under a water pressure equivalent'ta the height of the highest vent For no less than 6 hours. 2 Notify the Architect prior to testing. Approval will be by the Architect, City Inspector or both as directed. 14O O PLUMBING SPECIALTIES: SCOPE: Previdai nee' fjntursw;, drains,-. and other plumbing i n p went et speaified herein and oP pmts and install to o crate an intended. 9 11.5000...1 CtEliliOUTS: :I. Interior r finished floors or sideifalks, Y: Concrete and tile'fioars: 'Zuni ' A-1400.2 with scoriated nickel bronze .top. 3. - .Interior finished walls: 'Iurn' Z- 1443 -i. 4. Outside yard clea.novts: "Zurn'.I.143O.6 with 12 8x12' poured concrete,pad at swede. NOTE: Provide ail cleanouts with heavy threaded bronze plugs. 15070 AIR DISTR15U'TION Worh specified herein: Furnish all labor, sraterials, equipment and services necessary to 1rn tall the ttir distribution system an4 related iteats in accordance with *SAMNA° standards on as specified herein and indicated on plans. 15070.1 DUCT WORK: The ductwork s mechanics in a trade and be from the fall 1 NOTE SPECIAL INSPECTION 17rACi L N Bl AN APPROVED TESTING LABORATORY w IS FOR THE FOLLOWING. l Cov\cri 3) M v\‘‘ SA-eel 4) Bot-ts THESE INSPECTIONS SLIALL BE ADMINISTERED AS »ESC, !'B .D r1i U. .C. SECTION 306 PRIOR TO THE FINAL BUILDING INSPECTION. e pE,RMfl ED fait H,AHIc! L OT�ICA4- UMBI "D PIPING OF IUI(IVILA NG DIVISION 0 0 ttt i understald that u �ti+'lct to rrors does eat a ; Ad fie 17f r'' pyLl 1 By Dal PerJnit No. e Plan Check '< nd omissions and thorize the viol ordinance. decal t upt(rentSplans aOkn 1 ial sni ant Lei tee ea aft ees e.J Ltl I be fabricated and instailed by (killed rkoanlike manner using the best p actfces of galvanized shoet metal "Duct theist" s tabs: Oiameter or Greatest U.S. Gauge For Duct Distension Balvanixed Up to 12' 24 Up to 30' 22 Of the zed Traverse a arse Joints and rsi`ezing - S -slip drive slip 1" pocket lock on 8' center. S -slip, 1" pocket lock on 8' centers 15080 CONTf10Ls • Work specified herein: Furnish all labor, materials, c i nt , and services to install a complete electrical control sett-mewls! 'esett-mewls! ! specified herein, and as shows; on plans. �t • 15080.1 MAANTEE AND SERYICE: The control- subcontr ei actor shrill guarantee All �+rii~��t ftir�n #sated u,4 r: his cottract to be free frost ,defeat in rsftorielt; and workmanship far a period of one year. _ 110.2 1'f,$TI19t~t All control systems shall be totted and calibrated to their pro assure srbetitiit by 1loneytastl, In.:., or sppyovaD 14 ..q.7-1.10010.g*p -Fo.,;(414.7rOtit .46 ,atiFfIs0 cara4ic illus. =cr. 24 'X24 ' 2,t • C3XLIYG' riTh 31 / Cllr FR1,443408 i '1 1: JA B Hal a0 F, / Cl .1 • nx c i .• . 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