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HomeMy WebLinkAboutPermit 5818 - Nordstrom - Display Shop BUILDIN -9 PERMIT (POST WITH INSPE(,..ON CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: 5%1%. ll- S`j_i FEES DESCRIPTION AMOUNT RCPT N DATE BUILDING PERMIT FEE 815.00 3-1))4 I t-o-SL 10 -16 -89 PLAN CHECK FEE 530.00 2928 BUILDING SURCHARGE 4.50 OicD (o I1-QQ-TA ENERGY SURCHARGE OTHER: TOTAL • 1.349.50 PLAN CHECK #89 -314 PFZO.IF CT INT 011MATlor/ 435 Minkler R1 ref I' 150,000.00 PROJECT NAME/TENANT Nordstrom Regional Display Shop ASSESSOR ACCOUNT It 262304-9118-09 TYPE OF 0 New Building Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel [residential) 0 Other: DESCRIBE WORK TO BE DONE: Non - structural demolition, new interior partitions and mezzanine per contract documents and associated structural, mechanical and electrical work. PROPERTY OWNER Seaport Industry Group PHONE - 9 ADDRESS 5319 S.W. Westgate Drive. Portland, OR ZIP 97221 CONTRACTOR Dal ford Company PHONE 633 -3233 ADDRESS 4032 Stoneway North, Seattle, WA ZIP98103 12 -26 -89 WA. ST. CONTRACTOR'S LICENSE #f DALFOCI1810E EXP. DATE ARCHITECT The Callis_on Partnership PHONE 623 -4646 ADDRESS 1420 Fifth Avenue, Suite 2400, Seattle, WA ZIP 98101 CODE (:Or.11'I iAr10E USE -) FLOOR 4 SQUARE FEET OCC. LOAD SQUARE FEET occ. LOAD SQUARE FEET occ. LOAD SQUARE FEET occ. LOAD SQUARE FEET occ. LOAD , TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year III -N )88 SETBACKS: N— S— 1— W— FIRE PROTECTION: ® Sprinklers O Detectors 0 NIA UTILITY PERMITS REOUIRED O Yea N o Q (through Public Works) ZONING: C -M BAR /LAND USE CONDITIONSDYes ® No PRINT NAME: , -? ., L L a L), u �i'S CONDITIONS (other than those noted on or attached to permit/plans): APPtiOVED FOR ISSUANCE BY: . , ,4- ....1 , BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: //..-7,0"?? to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. I hereby certify that I have read and ex ned this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized --- DATE: / // /? COMPANY:'- 11 -.'_ /a-L . .. SIGNATURE: r-j c <-1 . _, :—, PRINT NAME: , -? ., L L a L), u �i'S 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 NO. DATE ISSUED: In10 1LIMO BUILDING PERMIT ./ (POST WITH INSPL fION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: 5%1% f3 -S9 "Si. • iDR S FEES DESCRIP IO j AMOK RCPT • DATE •' BUILDING PERMIT FEE 815.00 5-ip 292E 1 V . $t . 10 -16 -89 PLAN CHECK FEE 5,30.00 BUILDING SURCHARGE _____Lin_ 5(L._, PHONE 63- -1---9 ENERGY SURCHARGE Z1P98103 WA. ST. CONTRACTOR'S LICENSE # DALFOCI1810E OTHER: jEXP. DATE 12 = ?6 -8g ARCHITECT Th.. 1 'ar.nership TOTAL - W349.50 �, PLAN CHECK #89 -314 PROJECT INFORMATION SUI M VALU CONS UC 014-$ l._ 435 Minkler 131 150,000.00 PROJECTNAMElIENANT Nordstrom Regional Display Shop ASSESSOR ACCOUNT# 26230 - 6118 -09 TYPE 0—F —TD New Building CJ Addition [X) Tenant Improvement (commercial) Li Demolition (building) Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Non - structural demolition, new interior partitions and mezzanine per contract documents and associated structural, mechanical and electrical work. PROPERTY OWNER Seaport Industry Group SETBACKS: N _ _ E - W _ (throufl •u• i PHONE 50.-_-..21L.8.022 RE PROTECTION: ®Sprinklers [) Detectors (] N/A ADDRESS 5319 S.W. Westgate Drive, Portland OR JNING: C -M BAR /LAND USE CONDITIONSEyes No 1ZIP97 ? ?1 CONTRACTOR Dal ford Company )NDITIONS (other than those noted on or attached to permit/plans): PHONE 63- ADDRESS 4032 Stoneway North, Seattle, WA Z1P98103 WA. ST. CONTRACTOR'S LICENSE # DALFOCI1810E jEXP. DATE 12 = ?6 -8g ARCHITECT Th.. 1 'ar.nership iPHONE 623 -4646 ADDRESS 1420 Fifth Avenue, Suite 2400 Seattle WA IZIP98101 SQUARE FEET OW. LOAD SQUARE FEET oCC. LOAD SQUARE FEET OCC. SQUARE LOAD FEET OCC. LOAD , SQUARE FEET OCC. LOAD TOTAL 9QUARE FEET TOTAL OCC. LOAD DTAL 'PE OF CONSTRUCTION: I I I_NUBC EDITION (year)88 SETBACKS: N _ _ E - W _ (throufl •u• i • - RE PROTECTION: ®Sprinklers [) Detectors (] N/A UTILITY PERMITS REQUIRED? [JYes Go No JNING: C -M BAR /LAND USE CONDITIONSEyes No )NDITIONS (other than those noted on or attached to permit/plans): •►SHOVED FOR _ 3UANCE BY: /I ' )( % .', ,/,'. ( /;. ', ,,, { , BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: 1 . --Z/ - ` `t to tie true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. 1 hereby certify that 1-have read and exam'1ned this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized 7.1`_ -- • I DATE: / / /f i LINT NAME: _ , -� _, L (_ - i._,- �._) I� _��_ � �'� I COMPANY: `'�T I-�r' �) l � �• -c� 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. RTIFICATE OF CUPANCY NO, DATE ISSUED: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspec aoL\ Site Address .' 3 ,tom' Ldcv x PR W Requestor ' h .. a•+ ra....... w_..__. �__...._._....--...,._.._... ..._......._......... «.,......, w....wv..ue�.wR�S!Mt'd4 i.14.�.'<iHtC:�Y��'- INSPECTION RECORD Date 1 -a9 - 9 Q Date Wanted ] — 30-9.0 Project )On it ' 5 Phone # (Q .m Special Instructions Inspection Results /Comments: __ Inspector Zr- Date 4d CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tdkwila, Washington 98188 (206) 433-1849 INSPECTION RECORD PERMIT # -4Z4,8 Date 113 (TO Type of Inspection MI-00'9'W ti657.11A4Rf Date Wanted 114- p.m. Site Address-lett) gas" "'ilea-- Project AbaiOgIrLOit,i /)((Pi-1 stop Requestor r_14\3 -- DP5-01....240 w, Phone # 575- Special Instructions Inspection Results/Comments: 67-U.A6 1,41*5 e?7,c..49 e.76e4 0.1651L- 1-ks;", e_12-re r". ??, 12( 2-a2 he , Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # Lc-e/e Date Date Wanted /2..— 2. a.m. c 1 ) Project 4/tvel5/4-,op,-7 Phone # s- 17 Wirg4k Inspection Results/Comments: 6 t) .4ffifrp7e/e4./ 1-7 Inspector A-17./1-1 Date �e4�n4'dP�`3�y�:ti`�4Ri KCC�SJ.` n1Yf' viCitllYl' R ?Y[ +lYYX1wJw+wu- i.K ✓.wn.s2.�on✓ vwur. -r. �.... n. w..+ aw. rvNwMl. re. u. rxr. �w.. n. n+.. rrnt. X�mf:f. �. bl:' �MVYtsYwwnWas. rw ..a«.....— . ................ »... �. �. ......�.»......_............... «..........�.:. INSPECTION RECORD CITY OF TUKWILA Building Division Tukwila,tWashingtonu198188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions l o PERMIT # Date Date Wanted TiP,e4 (a.mp.m. Project l( /cry4.,Z.0._ !)� Jr1 Y3_< /0W6v 6= Phone # 7)— -- 7 -// 5 r Inspection Results /Comments: G(/ ,04,(4),,s_zp 4016-4 Inspector gu,7 Date /2-Ae/1 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requester Special Instructions INSPECTION RECORD PERMIT # 4(__)1S Date ) " O Date Wanted 1Q- "% ! Project Mor(biTorn Phone #�J .i Inspection Results /Comments: 11'77h-u i .� & moo /4 's /e" a' i 5 ea �/ ecg /o,z- r V/ L to t ,SG'OL- /l,�a 2s�t Y in evl /I 1-6 / co r 4'16r -JtJ /■ / /sue ����f'% - sue' 4- /i vf' i Dv /- - 6— tie :I G /QOM. /1.1 /!2e 'FTcl4, -) Inspector &A. A-73 Date lors'egironeisnaltra'SAIWK CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tdkwila, Washington 98188 (206) 433-1849 Type of Inspection V:fiann:ka Site Address Requestor INSPECTION RECORD PERMIT # Date EllioRgliiii;■4 110d=0Wimmatr"Ii==- Date Wanted IQ- 11-151 Project wordsimm5 Ken ei3s niipt Phone # e1S-11-tn cf,ao .m. Special Instructions Inspection Results/Comments: 41ofte4. ern /222 Inspector Date Aitlier;40;9:Jhaeileq0k..“..Z14,10,00,11.1,1,..74,01,1,1,..70 f. CITY OF TUKWILA Building Division ROO Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address Requestor /4;9_1, Vf3-4 Special Instructions INSPECTION RECORD /2-;-/5--- PERMIT # Date /2,--6 -5 Date Wanted /2- --7----67P p .m Project Phone # i7T Inspection Results/Comments: /Po "175' refrst f-704*- 40 5-1261/4-c S's fr /— M z 5rli /;,1c hoOF.:1-1 I.- er_4 se) rooci Date /-2/ey/rTY Inspector CITY OF TUKILA Central Permit System ;$ tontroI No. Permit No.' FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works [Fire Dept. ❑ Police ❑ Parks/Recreation Project Name Address Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is OT approved by this department; the following corrections are necessary: ( ) 01.1-t 0 / % /i_ 1(v / / ( ea 1- &,' '\ `rtrb(_ /5 .001 ,Yei () i(.c .. jr m ,-_, (c_. ( ) 1 C . t y '-r a i) /7c' 7- i `; /) z ' 51 a /f, ( ) / () () E VI Y1 Hex ( ) () Authorized Signature Date This project is approved by this department: Authorized_S'gnat.0 -e /---/6- r� Date CPS Form 3 REMARKS: (jok&& &r Q4(U•L- L ON.JlXlJ1 60 44E. QsF HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: OC, - TU g430 " C (2 -15 FIELD REPORT SIGNED' L129t9 CASCADE TESTU( LABORATORY. INC. TESTING & INSPECTIG .. C NGINEERS /GEOLOGISTS N.E. 136x.. PLACE KIRKLAND, WA6* Gf P4 gSO34 120A1•23 e00 EVERETT 12045 250.0817 .!O ' ► • `i PREVIOUS `.IC.V1/ O 55541 5 5 41 REPORT No DATE/ �//� / / // /��� /� /J� �g9 CiE O. j —' Zzc, TO. Pitt! dEGr�!�' ]� • ! /L LOCATION / asp �■•l %� .O ` =LDG. P - IT NO. l V J 7G�wil4 ic_ - - • OWNER AII. F k A L W� HER TEMP.5 v ATV)', fa C I AT PM 1 YJTr,LD?. 'I D3 ENGINEER , ATTN• ` ARCHITELL 'SD') CONTRACTOR TC (2) INSPECTION X. — PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEIJMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED KFOOTINGS _ AUGER CAST PILES — RI LLED PIERS SLAB _ _ COLUMNS — WALLS _ BEAMS — (4) LOCATION (AREAS) F7?S e Mier S'o e i C(1, (...A:46;:c.- i 8e*.___ I (5) CONCRETE/MM8MM' SUPPLIER SLUMP AIR MIX NO, 6 0 DESIGN STRENGTH (f'c) • i 41• •••---7` /06 TOTAL CU. YD. PLACED (INCHES) CONTENT SPECIMENS CAST T ( %) of SEE CYLINDER REPORT NO. . - YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS: (jok&& &r Q4(U•L- L ON.JlXlJ1 60 44E. QsF HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: OC, - TU g430 " C (2 -15 FIELD REPORT SIGNED' 1908 CiWof Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433 -1800 Gary 1. Vanousen, Mayor Plan Check #89-314: Nordstrom 435 Minkler 81 THE FOLLOWING COMMENTS APPLY TO nytE PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 3. All structural concrete to be special inspected (Sec. 306, UBC). 4. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 5. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. 6. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any request for special inspection. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 9. Validity of Permit. The issuance or granting of this permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other regulation or ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. BUILD!:IG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO � 1 DATE ISSUED: SITE ADDRESS: 435 Minkler 81 SUITE NO.: PROJECT: Nordstrom Regional Display Shop CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE APPROVED PROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433-1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening 433 -1849 11 12 r-- 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 L X 17 BUILDING FINAL 433 -1849 • (INSPECTOR COMMENT SECTION ON REVERSE) - INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. • 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department tor their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. a /28/89 PLAN CHECK NUMBER 8q- 3i4 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing X7 6 Masonry Chimney Framing 8 Insulation 9 Suspended Ceiling X10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL 1ogo T 1 THE FOLLOWING COMMENTS APPLY TO AHD BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER Ho changes will be made to plans unless approved by Architect and Tukwila Building Department. OPlumbing permit be obtained through King County Ilealth Department and plumbing will be inspected by that agency (including all gas piping). OElectrical work4laU.be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. OAll mechanical work to be under separate permit. OAll permits$14eilbe posted at job site prior to start of any construction. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. N'/ All structural concrete to be special inspected. (Sec. 306, UDC) X All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) OAll high - strength bolting to be special inspected. (Sec. 306, UDC). OAny new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. OPartition walls attached to ceiling grid must be laterally braced if over eight (0) feet in length. 15 O Readily accessible access to roof mounted equipment /required. XEngineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. O4ubgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. O Statement from roofing contractor verifying fire retardancy of :X roof will be required prior to final (see attached letter). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code ,(I49`68 Edition), Uniform Mechanical Code (196C )Edition). Washington State Energy Code (191' Edition), and Washington State Regulations. for Barrier Free Facility (1964 Edition). OAll food preparation establishments must have King County Health Department Sign -off prior to opening or doing any food processing. Arrangements for final Ilealth Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job. site. Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed 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 mini( presuming to give authority to violate or cancel the provisions of this code sliall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor November 16, 1989 Fire Department Review Control Number 89 -314 Re: Nordstrom - 435 Minkler Blvd., Tukwila, Wa. Dear Sir: 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 "A11 Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1-6.6) (UFC 10.301) 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 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302) (UFC 12.101) Exit doors shall swing in the direction of exit travel when serving an occupant load. of 50 or more. (UBC 3303) (UFC 12.101) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4-1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1-10.2) (UFC 10.307) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10 -22) (UFC 10.104) 5. Visible hazard identification signs shall be placed at all entrances to and in locations where hazardous materials are stored, handled or used in quantities requiring a permit. (UFC 80.103f) 6. Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UFC 3305g) (UFC 12.106a) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) 7. The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding smoke removal capabilities. (UFC 81.107) 8. Inside storage of flammable or combustible liquids in excess of 240 gallons, total shall be stored in flammable liquid storage room or liquid storage warehouse designed and constructed in accordance with the Building Code for a Group H, division 2 occupancy. (UFC 79.202b, UFC 79.203a and 79.204a) 9. Spray booth shall be installed per U.F.C. Sec. 45.201 (1988 Edition) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Cit Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 PLAN CHECK NUMBER FAX TRANSMITTAL DATE /TIME: c CT lag neci To: M. e. \ANZe.r... , T4 CASLU5O 4 11►QTNac i' (Name) (Company Name) (FAX #) 20V 4723. 44425 FROM: ����� FAX #: 433 -1833 PHONE NO: 441-126'15- L e '5 SUBJECT :1t� 5510% 0N PAGE(s):2.(+ Cover Sheet) COMMENTS: CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 'ROJECT iNtcscuvv,Die:::)e.04 ADDRESS 4 Mil\IKLe.R LV )ATE TRANSMITTED incx 3c:1;0_ n eft 611-kcse PLAN CHECK NUMBER 89- zyl- , DATE RESPONSE RECEIVED THE FOLLOWING CORRECTIONS AND/OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. wRiztacNtkoe.. 1::yrogAlpliON oF "TztEs:)E_ LAO-( _p_Rxe_e_.7.D...7a..._.1-Lrage._ A14. ..(4)4).. k.C231 I 074.102) 11 _ 71Z7t,NST. 'PRO DO,c, WRA. 140L t2) Tfl. € \k) Li. 61(..\(44..■.R.A. MOO T6_ of c ac witarteZIAL "Jot Ga_ALT-.9.114e km.m Q. RreA: LkZ cccopAmm, c-ttlatla Uo 7.1DX0IDEO Mr.tU_ !V=.9..oc.).1PetS. 'F09- 0144 nrcupAvsT D LoNv. 111 2t)O it OtAte4A CkkE. E54.rr KAtA be, 11 ____Agszktvr4w._6D -cl-kozeo AN kot14tt-ICAOL•itp. 1;konme 11 ""IffAz ik--...-Fpotn,"1-46$_____-ovAc.,_=-,_112a, .... exTezne.„._ola.. ICOL pw pev Ifk-t!!? 6tAbLitALV Foca. LeDoox). _FRAME- (-46ZUM____TOWieE El i. cO2 (n) - fl Plan nhartk riatcv n Plan submittal requested Comments nreoared'b fOiJeL4-1. • (PAGE 2j _lArag_r=7.6K 4 _Y. 4. •-*e es_r [7 -lb caupkLiF± claituAci oF r_Poo kw? eg(tActitt n _IA4c4_____GNs-r_co.g_c_zerE-_- c4L4s 0.1.9.ny1vet•-) ■■-\et-at Lia____="zAroE 1RACY, La_tck.k. 1.2Rovtoe. •TZMWeiAr . B Pge /gaaatze...o. To ise.._LAsie.&1u.,9 1Ar IF:A.P.Ac,e-v1.4._Nchtome_D 46,7_7re01:AZ. -'3L41.1e, . te; OSU4U-4.1 24E60t2.0 . :114S 161STALIATIO14/ .tizci(o)e-k.)EZz IF Viairo■X$ P§kz_Ir) 1145.TAA.u.sr) LJ -t_raxur4 ck_.?A_ea--. oF ".is .Mir) )cr-aNti'vt- ',E.‘icttge-C-2NCA: CALth Arqt:7 1>e:twits Foe_ vt,-17-41.4.44-cout_t PLAN CHECK NUMBER 11 E Waft-v-, Ckkao tevrt..,CLP)___T __"e(6TtNCv.:Rot?F___=1411e1, 710 Lt%-ex:3 Cx:).tN_EtsiTS t%st__ Pft,11c) "E 4.DestA\T- 7w� -04•b 7g1EQUICeDA_____ .4.,;11/14/89 08:56 Callison Architecture Programming Planning Interior Design Graphics November 9, 1989 Mr. Bob Benedicto, Plans Examiner City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Nordstrom Regional Display Shop Expansion 435 Minkler Boulevard Project Number 89060 Plan Check Number 89 -314 Dear Mr. Benedicto: The following are corrections and/or clarifications to your list dated October 30, 1989 regarding the above referenced project: Z002 Item 1. Wbrk Room #103 will be used for fabrication of display items. Nailing, stapling etc. will take place at work tables located throughout the workroom. work Rom #107 contains the approved paint spray booth. Work Room #108 is a drying and fabrication room for it which have already been painted. The existing Wbodshop area will remain at its current location in the existing Corporate Display Shop. Item 2. See attached sketch for exiting from the north portion of Work Roam #103. Item 3. See attached sketch for revised Paint Storage Room #105 elevated floor system. Item 4. See attached calculations for engineering analysis for new door opening at existing precast concrete panels. Item 5. The storage racks will be furnished and installed by Nordstrom, Inc.. A separate permit will be applied for prior to their installation. 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623-4646 FAX: (206) 623.4625 Date: NovW1ltt5E12- I4 t I8tt'S Time: t Facsimile To: + 45 e3m'm' c- �'T-•C Cover Sheet From: * (t. E- • VVA. •.. Project: NC:toRX"? Ta.CTN1 ` t.)K—VV 1 L.A. DISPLAY Hc.P a<P . Number of Pages: ✓ (Including a Cover Sheet) Remarks: PL-IWNIS l V'(e� 'ME G;n►L.rl^. 1 "i i i '.� yss Corponte Headgwrtea: 0 California Offkc 420 Fifth Avenue 950 Sixth Avenue Suite 2400 Sulte 200 Seattle, Washington San Diego, California 99101 92101 206 423.4646 (919) 232.32494 FAX 206-623.4425 FAX 419- 2324337 The Gibson Partnership, Ltd. A Corporation Architecture Programming Planning Interior Design Graphks �.K N sT oM vISPt ty T KwIL& wol eMCI.O • *11/14/89 09:00 i"3 7x4X RcCM (, PAi4 t' 441 STS C4/L\�'-r1 Cr.J iste" TyP ' owe to S(om &' tvte -ro L SmPS PlFa.ft FRATESP SETT I� 005 + ' Cr' 41/2") FlawovroseLa SECTl NS O� 1,e1Er F= lrR O RATMS 2")(Y4- "cor4Tr, -rtr w/ ,5/4"so X o' -4" 1M!?i., '1d a (T+S 7x4SWe° a ft- yz A7X 7 Q (2) 3A"ucp-)C 0' -4-' . ma S'T'V D3 /' - r T us46.-1144445.m.R. �c�sr1. , MAD cct.:G. CORD - ewe �1s1��r 0 ■ a• De:7AI L. er SKETCH: 1430 Fifth Avows Suits 2400 SHWA Washington 1111• (205)5274545 PAX 2011423462% tigel 7,„ . «„� nordstrom PR+F`: —. ASif: REGIONAL DISPLAY y4w i ;» SHOP EXPANSION DRWG REF: 5.rR irw.r Annisot DATE: JOB NO. 89060 4.11/14/89 08:58 1310U 0004 1420 Mtlt Avenue Ifl Aw�w* n rim sinol '".'''`''.,, ion Ow. `''"'� . AL DISPLAY PR*: c2M►W4M� ��++► •� :» DRWG REF: MX x.02244 a » SHOP EXPANSION DATE: JOB NO. 80060 +,11/14/89 09:04 • • 26. Ernst. G. C.; Hromadik, J. J.; and Rowland. A. R., Inelastic d sr *luig of Main and Reinforced Concrete Cofurntu, Mates and Shells, Eng Expenmental Sta. tion Bulletin No. 3. University of Nebraska, Lincoln, Neb., 1953. 29. Thomas. F. G., Studies in Reinforced Concrete VII. The Strength of Long Reinforced Concrete Columns M Shot Periods to Destruction, Building Research Technical Paper No. 24, Department of Scientific and Industrial Research, London, England, 1939. 30. Jakobsen, A. A., et al., Manuel on bccklrng• 1nsrohil• /ty, Bulletin D'Informalion No. 79, Comite Euro- pan Du Beton, Paris, France, May 1972. 31. Timoshenko, S. P., Theory of Mares and Shells, McGraw -Hitt, Inc., New York, N.Y., 1959. 32. atoms, B., and Viest, 1. M., Design of Long Rein- forced Concrete Columns, Bulletin No. 11, Rein- forced Concrete Research Council of the Engineering Foundation, Denver, Colo., 1959. 33, "Results of Laboratory Tests on Slender Walls," un- published experimental data, Portland Cement Asso- ciation, Skokie, 111., 1969. Appendix A. DESIGN TABLES Table At. Load Capacity Coefficients of Tilt.up Concrete Walls• Ih s 6 + /,' end ti lip 0 CO 15 psi) • • AeX100 b,Xh End eccentricity, e, In. 1.00 0.15 2.76 • w ki'd i. _. - .. J- hJI, _� Pu /+o at (cosh.) al 008 Mc to• 011/4P a 0 pal 1dulh g au lip a 15 pat lei lh Slenderness ratio, Milk . coef1.1 Slenderness ratio, U1,Ih = coettt. t 20 30 40 50 4 0.001 20 30 40 50 4 0.001 0.458 0.298 ' 0.196 0.137 • • 0.456 0.296 0.166 0.070 • 0.004 0.039 0.023 0.011 •' 0.067 0.021 0.004 - 49 0.25 6.25 1.00 2.75 8.25 1.00 2.75 6.25 1,00 0.016 0.012 0.007 0.004 0.458 0.298 0.203 0.137 0.110 0.051 0.030 0.017 0.026 0.020 0.013 0.007 .• 0.014 0.010 0.003 0.458 0.296 0.186 0.080 49 •• • 0.458 0.298 0.203 0.137 0.102 0.036 0.011 0.003 0.025 0.016 0.006 0.002 0,458 0.296 0.186 0.095 0.128 0.062 0.039 0.024 • • 0.123 0.054 0,024 0.011 •• •• •. 0.75 2.75 6.25 0.043 0.033 0.020 0.013 0.458 0.298 0.203 0.137 .• •• 0.148 0.074 0.048 0.030 0.059 0.045 0.028 0.019 .• 0.041 0.029 0.016 0.000 0.458 0.296 0.186 0.110 0.141 0.071 0.036 0.019 0.057 0.041 00.26 0.016 •• •• 'Obene the OIr•cllon 01 ultimate lrena14rse 101101 Iq ) and note the bending moments due to transverse loads are additive to those caused by IM axial loads Iliac. 2.4). A dash Indicates that the wall panel cannel sustain any Toad. **Walls with slenderness ralios,Aaulh.'fester then 50 are not recommended fThls column 01141 the values 01 the slenderness folios above which the walls hive nipll'Ibte Ioad.carryinp capacity. x•11'14'89 09:03 a 007 ?LM r. : (t• 4 .�• ii» 23) : P .. `, PtP /.9"- 1 - 1 7 9T M CPO"' 0 r Pd. Pc. 30•� p ✓F t 60-bx) )3"b x 3- C 7 4. (Yit) web Ar2c/ • I,r- .a). f v e.7 : 2S -Y )t ) •IL(1-11) 1 g 7G f owy.J /Iri � Cw � •ya� ; Ws. L.41- 3 GJt 2 0 , ? o cop !• • • SEW 'rrf4 Le. 1 Prss S ev v L o - zole a•124Ar' t1 <1./CC •.if. %► tr 1•� C 4a.44.1h / • e .4.2 C it rZ / s, 1° y e CizerF b, x 4. c 643lr !.t Jar 4ir 25' o 24.4Ca Liu %p'T, > •g%mi. C oEFF PO /get 4F Dooe'3 1S CuT Jam► P '9106 1)'' R E-4► 4;• y, N S P•'YEZ. W' 44_ Se' I9 $ L E `f o s LIP P047 u1. 04 w, rip 4P/., VE), T,e Lvia. stOF Sze y • 4 s TA) if S. o'.. ,lr /1c) 47•,► M UCH er'RerP Tioly 7`'•6 OFFMAN N G I N E E R S propcl S"1RoM . 15 chocked '11/14/89 09:02 413006 CHOclr TV?,C 24-' ir floor -r,)0u7> y tcwt.. '¢- T Roof a L ) S PJ IR +vp L Ls, 2,5- P s F pRN JS euT 84eAc or,' Tose S i7 11 c.. P N (L 7'x`4 i ed f " u s r,9 -r, a.'r. up L 4 P P- 8t:wi . H s W4 t t. 1:3C3)5,4 cLi) DF • As - 41 . \ho op L0,00 ea MPH axe a3 e B . cep �C P = )B'o p J p r , �- ♦ Cf 10/ r Q O F FM A N N G I N E E A S p-", Nom> s R 0 v1 to 1 S Ply by 0 P. .h..1 "` ,oc.,. T v K W I L A \ 4 . 'well 13 a9 cliont , '" C P• CCk 1ob no 915' tl11 Mr.' Bob Benedict° Nordstrom► Regional Display Shop Expansion Project Number 89060 November 9, 1989 page two -. Item 6. See attached sketch for detail of partition well connection at the existing roof structure. If you have any questions please do not hesitate to call. Sincerely, M. E. Wanzer Project Architect The Callison Partnership, Ltd. MEWsmc /14 cc: Nordstran, Inc.: Galen Dolstad Coffman Engineers: Dennis Firth Hargis Engineers: Ragan Corwin, Hob Olson Callison: Kevin Nauss l ljt ^ir vu Vuo uu Callison Architecture Programming Planning Interior Design Graphics November 9, 1989 Mr. Hob Benedicto, Plans Examiner City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Nordstrom Regional Display Shop Expansion 435 Minkler Boulevard Project Number 89060 Plan Check Number 89 -314 Dear Mr. Benedicto: The following are corrections and/or clarifications to your list dated October 30, 1989 regarding the above referenced project: Item 1. Wbrk Room #103 will be used for fabrication of display items. Nailing, stapling etc. will take place at work tables located throughout the workroom. Work Room #107 contains the approved paint spray booth. Work Roan #108 is a drying and fabrication mom for items which have already been painted. The existing Woodshop area will remain at its current location in the existing Corporate Display Shop. Item 2. See attached sketch for exiting from the north portion of Work Roam #103. Item 3. See attached sketch for revised Paint Storage Roan #105 elevated floor system. Item 4. See attached calculations for engineering analysis for new door opening at existing precast concrete panels. Item 5. The storage racks will be furnished and installed by Nordstrom, Inc.. A separate permit will be applied for prior to their installation. 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623-4646 FAX: (206)6234626 Mr. Bob Benedicto Nordstrom Regional Display Shop Expansion Project Number 89060 Nbvember 9, 1989 page two It 6. See attached sketch for detail of partition wall connection at the existing roof structure. If you have any questions please do not hesitate to call. Sincerely, M. E. Wanzer Project Architect The Callison Partnership, Ltd. MEW :mc /19 cc: Nordstrom, Inc.: Galen Dolstad Coffman Engineers: Dennis Firth Hargis Engineers: Regan Corwin, Bob Olson Callison: Kevin Nauss 24' floor 'TR )0 4.17 L oohs r ¢ P.? R.OFOL iS.O1ef R L 4., .2S PsF 'to P5 F 14t1 P • F' R N EL ) s c u (7- tic orar S • 7-416 740 '— P *9 N Ark_ TO*4 c"r 60 ' f L " 1J S pc p -r, 4..7-- up �. s v4 p- ibcom + y s vv,/ L ts P S) S N c v' P -TAB Ge- situ No 2t or, = 8 o M PN E X' d3 'se B . P ig't C N p 2. I <,b NA/r. a• S Or I•o k of3N 1S AE9FFMAN I N E E A S N4, D sTR o l e l ID I S Pl + T'v(WILA own' T C Q \N4 by 0j• shoo no Chet WI PO no a as *I vv 1 (f.4er:.sI * /-Tar 21) 9 : s Pc p 3a•‘ FJF M,1� 5P 'N or PdN!'Z Pt_ - (4h»5 X 3• 7 u 4.7 s-4,4 ),,rt) • to 3 (46 0 ism 4-24/ _ 1 g 7G Powyoj .2p r, 3e • car � C �' ., 2 c 4,p P.fr 44, r I S ear T#4 Le- 1 ors S crI P: jrite. 21 21-% e= ,•o r`,y. • • �.� r G /•a •r2C'mea. % $2, cchEFF c1.09 . PO ,'e2. (csfe y e ri co?F k b, x o, ) 3 gar !A ar Grr 2s'a o 4. G t s 1974 Oft F flooe S Cu N PiNet TmE RE *4 y) ti S p■iyl2 wo LC, 8E 4$ LE sr. O s uPPo6 1-146 VII N.p 4I rip L Eof a At t 4.%) Ara S •/ P d'z.'Y • A S 7"-d if S. 64.0 C 4r lac) .7.1 1 ) M v c H I R A-ap ! Tw.r A/ 'T"yet ,y e `'y4. 090 ; p cs.1 eo . A AFOFFMAN N G 1 N E E R S °IWO N o A n S 1 Rom p 13 P L.ii by D 0",' "` R. .•..., r u 1 1 L 4_ v' d ...ii i 3• s9, th. -E- G GhKUO 'OD h0 81 dale 2i. Ernst. G. C.; Nromadik, J. J.; andftrieland. A. R., Ibwleslir ArcAhns of Plain end Rer Nomad Cowart. Columns, Motet and Sheila. Ent Expentnentat Sta. tion Bulletin No. 3, University of Nebraska, Lincoln, Neb., 1953. 29. Thomas. F. G., Studses in Reirilorced Concrete VII. The Strength of Long R iri1orced Concrete Columns In Shot Periods to Destruction, Building Research Technical Paper No. 24, Department of Scientific and Industrial Research, London, England, 1939. 30. Jakobsen, A. A., et al., Manual on Burkhng• Instehi!• Ity, Bulletin D'Information No. 79, Comite Euro- pan Du Beton, Paris, France, May 1972. 31. Timoshenko, S. P., Theory of Plates and Shells, McGraw -Hill, Inc., New York, N.Y., 1959. 32. atoms, B., and Viest, 1. M., Design of Lang Rein - forced Concrete Columns, Bulktin No. 11, Rein- forced Concrete Research Council of the Engineering Foundation, Denver, Colo., 1959, 33. 'Results of Laboratory Tests on Slender Watts" un- published experimental data, Portland Cement Asso- ciation, Skokie, 111., 1969. Appendix A. DESIGN TABLES Table A1. Load Capacity Coefficients of Tlit'up Concrete Walls' (h a 51/4 • and Chirp cr 0 Of 15 pat) r Lu V4' / 1 -7 ti I.(1*' AsX100 b, X h h¢51/2• POP a (COetf ) b,nce pubs, c 0 pal iit„lh 0 Qu lips 15 pat a /h • Slenderness ratio, R/v /A l. t Slenderness ratio, 4Ju/h = coel End Sl .. well. t etcenlrIClty, a, , In. 20 30 40 50 4 0.001 20 30 40 50 4 0.001 0.15 0.25 1.00 0.458 0.298 0.106 0.137 • • 0.458 0.206 0.166 0.070 • • 2.75 0.094 0.039 0.023 0.011 • . 0.057 0.021 0.004 '- 49 6.25 0.016 0.012 0.007 0.004 • • 0.014 0.010 0.003 49 1.00 0.458 0.298 0,203 0.137 • 0.458 0.296 0.166 0.060 2.75 0.110 0.051 0.030 0.017 • • 0.102 0.036 0.011 0.003 • • • 6.26 0.026 0.020 0.013 0.007 0.025 0.016 0.006 0.002 ' • 1.00 0.458 0.298 0.203 0.137 • • 0.458 0.296 0.166 0.095 •• 0.50 2.75 0.128 0.062 0.039 y 0.024 • • 0.123 0.054 0,024 0.011 • • 6.25 0.043 0.033 0.020 0.013 • • 0.041 0.029 0.016 0.009 • • R 1.00 0.458 0.298 0.203 0.137 • • 0.458 0.296 0.166 0.110 " 0.75 2.75 0.146 t 0.074 0.048 0.030 0.141 0.071 0.036 0.019 • • 6.25 0.059 0,045 , 0.028 _ 0.019 1 • • 0.057 0.041 0.026 0.016 • •Obsess the direction 01 ultimate transverse toads tout and note the banding moments dus to transverse loads are additive to those caused by th axial loads (Sac 2 4) A dash Indicates that the wall panel cannot sustain any load ••Walls with slenderness rellos,ll,ly /h, greater than 50 are not recommended $Thee column gives the values of the slenderness ratios above which the walls hove negllplble Ioad•carrying capacity 11/1,1/0 bts: 55 Callison Date: t∎ICS (F65-17'. 14" 1 I 9'&9 facsimile To: l .15 gM-1•4 $ C„,—rO Cover *wt. Sheet From: Time: e t 4.0 0001 Project: *NenFaz) — '_"'['FZx:3 Tr)LVV 1 i.. ›15PL.A...[ HP 4 - . Number of Pages: (Including a Cover Sheet) Remarks: Pl....t E6 1 V' s`b, G;"J-.L_ S Corporate Headquarters: ❑ California Office: 420 Fifth Avenue 950 Sixth Avenue Suite 2400 Suite 200 Seattle, Washington San Diego, California 99101 92101 206 623.4646 (619) 232-3233 The Callison Partnership, Ltd. A Corporation Architecture Programming Manning Interior Design Graphics 40: Ci e• -if Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 1908 r,,sG4,y�n:Yt {:� ry t:. PLAN CHECK` NUMBER FAX TRANSMITTAL DATE /TIME: ��T �j tq a' TO: Ma�► � W Z / . �. � c . T t= u- (Name) (Company Nanie) (FAX #)Zorn/ (Z .4(025 PHONE NO: 45 - 1 E 5 SUBJECT: PAGE(s):_11(+ Cover Sheet) FAX /1: 433 -1833 COMMENTS: CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1 849 'ROJECT erkCP ;DDRESS 435 M I N KLE.R,, -V ATE TRANSMITTED ocx aoe nen PLAN CHECK NUMBER z141. DATE RESPONSE RECEIVED THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ] I. ThQV% E uNzcaPiTtoe. . _icym g-I ON__.OF -17- E.s.E (_g-K .� s t41 )._ . ?R % 5 __.. t4e ... t N..c.cDO2- K. ?RO.ol41.t -Ct ...EeGIOI P.t E 4)1 _ se ] 1-sac3, -4a� +-tau) "TI-AI \t LL L. Nit. - -1 - _1oo x Nct A MOOWT6 Or 4-0.,-z,e4 sl _.sue t44a Q 11.16 . CP+ic-\ . O. �-1' _ L DOR.K R•1 . PS Q► j Z CccOPMcf9 2. ()mK R ... \OZ D%L)Iceo_..‘ 1TQ.. C Et�1� "ctte.E.E Q‘irVAS, qi:i . low 7p pe - 4t4 ') A X - C���t,G. Two. k __? -sxa C_Q _. Tu?Q i s ..A4R , _ ZF-C tR.E� OtALLA ©Ne. 1 ____AggPxgAe2 ' . O `aS : JC '. A4. Aty u _ - 4f210i'DE 1 FOb _____L-CA1:>_..mt0__glAke....e-K1-7.-24)2,02. 444%k 7-3(1- 'N-0-6-A•A 1 �, -o•NS C SLL FOR, L _FRP.M. . W..00.&T ktQUtt .'D16 -� CoN -rD - V�F3.G: ,5Ec O2 (6) -- i EUIsE 11 1R_EQl. itzeU , 7 L I Plan submittal requested Plan check date: JO- Z" l - g9..__..._.._ Comments Rrepared b 4 PAGE 103 111 L] 4. "•-e -Dom _toR 'Recovaa EW.Oweer.e.mc 4w4L.14 --ro CatspL(Fcit c:)F _.-Vootexf4?EatlACI__M EALST- i0 11-] LIl a_____•Raceki6_ E al_Pge IREQ.ateems Li A A.7 7.Fecog..tr4e1. e.paceara I tAir Osuart-t-L REGzOtes0 r0R-146 itiSMUATI614, 1Jsasio_eoeie7 tF -14e. V.oc,v,s pAs.lb Ise NsTALIAT--,D -pul2Alci_CA5 pc.p4fax- sTegsvctr) iI1 43fts/CI:t" IF_OCetigE-Z-ZNICt (241...e5 Ago Fne.. Li CRlia_RDCY, t4GTALAATI c:44 11 111 V.Eapct.tr -ro -rtie CotAt_xettn 111 ttt. LE,TrFortA 4,Dest/t\T- Lil _______-.0.1tot4s1.-C14•blgeiZoiCar•. 2 Pill PARED 13Y GAIL PLAN CHECK NUMBER 89- tt (k)ccoOrmtt.IZAP) To 1EX151Mtc% vcoF ,viaquee, CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PROJECT t\logrpm:k ADDRESS 435 1,Att.ivIze. PLAN CHEC NUMBER sea7.-ZW. ORDINANCE COMPLIANCE CHECKLIST Uniforrn Buildin Code, 19f36 Edition. woctkhoP,k IL ctukd relmt9e-- 111 fr.CIIPANry -2- • r-{' rr5 797-40E:C;P•e-1%./ [-PE OF CONSTRUCTION 333z,IgISENAAKIRMEDI IE)(Ksmet F'LOCATION ON PROPERTY 114.7-A [ZKRIITI I1TW; HTESHT/NO nf "FLOOR AREA 1 CP-A ‘a-48 C.e.szss OCCUPANT LOAD cadoppkg-v-s. [/EX IT Iv, REQUIREETNTS MAX) c--e.1.1'S ‘Fle.CYM M FGA -40E4 -TEL.19 PSDOIDO).. _PEAR.__MOLSEX). .c:e.4t4 ts.b F-C4geSS-Malatatati4._ 2cC0 +7. ri 170_,Ale.■ LI r] DETAILED REQUIREMENTS: [211C.C.HPANCY t) ["TYPE OF CONSTRUCIION_ 14-5 coAspi2.-oaTAAs .4)-0f;. • [ENGRG. REGS. & gEgMTS. onIay.77.101-t,e17.7?im G4t erres„ i•VC BAEHR S - 1 0 14/A L: NOTES: :atacte...TD Flee 11-14-81 Lit 1.. [PIGS I t Qtd-Lc=c) "NiNAPD • fl ._Er____qc1LiA -cx2-Lvt-105 P19-EA- ‘5° 4._o 44(1-----/ r 8PLAN CHECK NUMBER 1-514 fl ""SfiSLOES 2 kb' Atm.\ 4-kritc-KatAra____M__14211___ 14otst_Ce•AtPt CcPbraTV,ResiirL. [7] _--rztAttAe iF 406e. LI -ttYer- __PigmucAtsc.i. eaoke.. u)/cAr woo cm:sr `to Get•teetay. LI 4- Li* 11 4120A 10-3_11o044- /ZCX? = -1042. ISO /100 = I OFFic*. 252. //00 2- -44r occoomil; _60aTA cbirmo 3coci0 - L415= Z 615- [-] ___gCMOA4iD5 tiOgki _ 2 zexiTs___:eerszoae) n Au- g(XXF-.S___419.0ED__QRS...7"TiARCLJ. Eirc VA‘74-F4Taor..-- • ><zransmittal Memorandum Callison To: CAT( a rU14V' /I L.4 4,,, -r' .13111.1 1 c-0 Re: NaCa-DSTRCM t' •5PL..6■:•( S+4 P Ea><fr3ts J S tit •4 Vie are sending you separate the following: ants )::ginals Submittal _: +in: ies Die: o c -t-o8 lter, 1 1989 Project No: e a ✓ C:56 O or 7uur' V. 7'•CrMatlor•, fl(, and •crn 'l'ent :_ ':; requested Action required' ._ As indicated .: '•10 action required For signature .;-r.1 return bU I 1-brt--IG, PetzM (T APPLICAT1 oN PL_4A4 -4 REM M 1 T- PEE (41 53 0'" 2. 5er5 e$L.U>Lpf -1TJTS 4:r GT pOCUMENTS 1 SET S Plsc- l P 1 C."7-1 ow S 1212- ,PP12 J !ED S11=P$2.0 Y 8 "1'7 -1 • RECEIVED CITY OF TUKWILA OCT 1 6 1989 PERMIT CENTER By 'M • E. • Vie"t4 R cc: 6.054.E11-4 iz0'L.Si NS r c iNer. , 1 t 4 C• k.E f 1' J 'f 144 US S - Gds.. Ld...1 of '.r enclosures are not as noted kindly notify us at once. ? Corporate Headquarters: : California (,'..ffice: 1420 Fifth Avenue 950 Sixth Avenue Suite 2400 • Suite 200 • Seattle, Washington San Diego, California 98101 92101 (206) 623.4646 .513) 232.12:3 FA ;(: 206- 623..625 FAX: 513- ?33? 40N.tf t The iailison Partnership Ltd. A Cornoration arcnitectura ?rogramming P!annnng • Interior Design Graphics t BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME Nerd 5tr orn SITE ADDRESS I SUITE NO. 435 1�'1i nkst -Pr 131 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) .................. OCC. LOAD SQUARE OCC. FEET LOAD ylS• w: S: SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD w DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. ,: DtiP,P::A :: :.: <> <. >"BJ1'#'tl: <'�::;:.:• }: {.:. ; {.{. >;:.: •:.:•:•:::.•.,•.:,:• }: >•. ?:. >:. tOOINEMIENTIV 1 �.; ..;,... •..:.. .. .. ..... i.: ^ ?v.:;: ^::::; } /,...{v.y;:::. }... i.; ..+,•: {. ^::::: ^:a.yv:: ?•::.?....; n,..a......; ... �:: i%:•:< if:• ,if ?;'.5(:i'i,.;ii:�i;:;:;:�:• (V BUILDING - initial review ip-, b _ �9 11-14-5°1 ROUTED i.' I' 11 pate - - 'ate • •rov • - 9 FIRE 11 _ (4-81 �q i - _ 9 -' --• a :': I • n ere Detectors -- FIRE DEPT. UTTER DA -1. - -- c INSPECTOR: 2_ _ O PLANNING `' r 1 IBARIUWD USE CONDITIONS? (-]Yes (y No REFERENCE REFERENCE FLE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- O PUE' PUPL$C LIC 1 1 ' PERMITS REQUIRED? ( ] Yes NQ No PUBLIC WORKS LETTER DATED: A INIT: O OTHER , -- ,. INIT: { BUILDING - ': feral review -ZI -:" STRUCTION: — UBC EDITION (year): 1:IZ N cPIl t4K • l ct INI . (i I ,FIEY.IEW COMPLETED WO NO. CONTACTED rtiL'ti:i rIEY tit. ,1;1.P dt1E5 DATE NOTIFIED 61.50 2nd NOTIFICATION 3RD NOTIFICATION L\- al `g1 B (InitY: .) BY: (snit.) BY: (init.) CITY OF TUKWILA BUILDW a PERMIT APPLICATION Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 /I'PLICA TION MUST DE FILLED OUT COMPLETELY FEES (for staff use only) Nun .74 :1a-n :kJ rel ∎7 111Mail:i ij:t42111+ PROJECT NAME/TENANT 1,(6) - OST,=oM- fz. /c 4 s$ L. 1jlS 2L..A.Y Hen G' 1xl•,a.>Y5 /Q31I PLAN CHECK FEE - o v;) NOM /014' Mr10141/11111MEM NATURE OF BUSINESS: 0 L N? /o Al ,tea Sro r.-A c >t/cae,OST&oM WILL THERE BE A CHANGE IN USE? No Yes IF YES, EXPLAIN: MOM ENERGY SURCHARGE BUILDING? 0 No Yes IF YES, EXPLAIN: NEW .v.6 /NT s-ra ,f'.- •THER: TOTAL - •111111111111111111111111111 . 13 1-1 . z SITE ADDRESS SUITE # 435 M /R/, L. &R I L-Y17 . VALUE OF CONSTRUCTION - $ ,,/�jO/ crz:rzD PROJECT NAME/TENANT 1,(6) - OST,=oM- fz. /c 4 s$ L. 1jlS 2L..A.Y Hen G' 1xl•,a.>Y5 /Q31I ASSESSOR ACCOUNT # H 2402304 -f/ 51 - 09 8 0 5 a A TYPE OF U New BuildingAddition Tenant Improvement (commercial) U Demolition (building) WORK: O Rack Storage O Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BBB DONE' No/L./ - snaoc.rue L O 7v1oL /T7oN, TlEY /1U7-��? /off few'•. ri7-7 a•7� -/S .4 i-lZ7 McA� Tl�l �c 14.1 71,L7S, Ass�ci4rE s�uc7,-ve..4 -L, n BUILDING USE (office, warehouse, tG etc. 1N�`/U ,s,?'UL/ N4 / USr ei-1 crJ S & NATURE OF BUSINESS: 0 L N? /o Al ,tea Sro r.-A c >t/cae,OST&oM WILL THERE BE A CHANGE IN USE? No Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: /:3-/ 6---0-0 5,,Jenant Space: 449 s.... oni, V Construction: lnaNS �. WILL THERE BE STORGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARD TERIALS IN E BUILDING? 0 No Yes IF YES, EXPLAIN: NEW .v.6 /NT s-ra ,f'.- PROPERTY OWNER LQ� ®;s�'�Y `1�� Lyp. e.os�7,t-L.Dp PHONE -6-3_ 3- z97- 8a Zt9 ADDRESS 53/3 5.W . fN- STc -AT- par- . Aotta7-t -A.r�v , a-,e. • ZIP 9722. / CONTRACTOR -7-�ip PHONE (033_ _�� a1 a ■ Iwa ��� '� f G—, .`� ADDRESS ---- Lt 03Q c >IO lQ n ►V . Secv Alpe ZIP sjQ3 WA. ST. CONTRACTOR'S LICENSE # 1 v C ;E_ EXP. DATE ,_.._- Dk l'--) CI- j IQ-06-tgl PHONE 62� -4 .1 c��- .L15v�/ p .7-•N � /� ADDRESS j 2 / / AVE . 5/ 7i5 2#445-6 5- 7- .- , WAs ZIP 9 fl /0 / .HEREBY. CERTIFY :THAT <1 HAVE READ AND EXAMINED:THIS A.PPUGATION AND KNOW TH >SAME TQ E. :TRUE AND CORRECT „AND I: AMAUTHORIZEDTO APPLY: FOR :THIS. PERMIT; . BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE_ �.`: ” —.= --- - - - - -- _ - DATE ��'o$t - 1 I,NA9 1 PRINT NAME T+t✓�-- ►s°'`' '►,r1•�• Wi�t�l� -- ��,�- r- ��.st.f.Ip PHONE toZ3-46,4Co ADDRESS , p ....r 1.4 �,,y - . s u Ir 24ao CITY /ZIP ,Nt-t- ,,:s Ia/ CONTACT PERSON VA4,1 f5 A.5 01.4B pV PHONE ._—, APPLICATION SUBMITTAL 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 Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. in all cases, a valuation amount snouid 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 architecUengineer, 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 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES Lt-tb-clb 09/30/8 COMMERCIAL SI.JMITTAL CHECKIIST ... . LI *cu. • - Overall butldtng plan • :•.• a-Liquors:, - Ftoor plan of proposed tenant spsce • Tenant space plsn wlth usa 01 each room tabelted • Exit doors egress pattems 'New walis, existing wall and wafls to be demolished .. . • .. an: by a Washington State Ucensed . .. . . No .......... appNcation and plans . . ......... .,.;::.REROOF.:::::::.......::.::::::::::::.:;::::::::::::...:::::.....„...:,...,:„..,,,.........,....,......., ‘ ,.. .. _.: .-:::...,,... . :......,...,-,...::,..:.:,.'..::.::.::.::,.::,:-.:;:::•:..::::..:;-::::::,::...::::,:::::-:...:,...::::::::::.'.::::.::::,..:::::,..........,-,....::::..:.::..:::,.::......i.:.::::-.::::::::.,..:.::....:::.:.:,..::::..:-:.:..,.....• PmP lete 0.;:b:(!)idiiii:P.ii0 4.00411Ori.:(0.t,i*.t.Or!!..a.i.aCii::::0.44.1.44j:ji.:i.:..::::::::::':"..:::'::: NOTE „,..:*nOI,is::.:::::oe.$i)rofaAPc::....:.:ic::e:..;.:ttofH:lb..:;;?.,:.:r:r.aqy....:.'.:.:::..i.odo':...;oo..::...!r:f.:,..o,::.:..o::.:.oatf:..i....:.,:.,siI..:::..iiiiii:.::e;o.*i4:::::,.: • 4at-erial•..being..installedin:.•::0,•.;:,....:•:1::ii.i.":•)•!:..il:.•i:.!..::..::::::::11..iii:.:::MilEili:l..i•:.,1:Ni;...-1,c1 NanatiVii:iiiiiicAbli4:saisting:fOok::material:being.:..ieinOVed4and::::!:::::: • Off.Of thepennit.....i:,:i„,......,......,.... ... ,... .. . ........ , : ,, ,.. ... : . .. . )IHES :.9...+.010..0ii4....1$1•11:*iiii.....1111....,!: 1a...°......P...:.1141.........1:::.::::::•::„.. :••••••••••:•.::::::,:!,..:•:f,::::•••••••••••::••,••'•••••,-:i::.'"::•••••••:•.-:-::.•.:.,::: .•••••.:::,,...•.:...,:.;•:i.:„....,,:.::..,.:.•,:;.• .. .. Bat;:::ACCOUnt: ,NUMberi•."1.•:•?;:::;.1:-..:,..A,•,..„,:::•::•-.•••••:::,:ii, ....:.:...:.......::,,,::.....::::::::::;.•:::,:.....::::::.,...,,:::.:,...,,,f;i:::,::" . - • • • :•••,••••••• ...RACIC:STORACIE f'•••••••••• .. • • • ConiPieted bUilding • '" • ASsaitiOr.411iaaaint ::::::-.:::::::::::::::,.:::•••.: :'...:::::::•:•:Tvi. 0. (4101.0! IS111.! • . '— i..^0 . - • -. . , , ' :. Building floor •plan .showirig.., .-::•:,..,...--•:.::...•:::,,-,•••••,•••••••••:,•••:• . • •: •:•"•'•:'••••.'•gr)ldt tlrit apace ,., hefi:e.ai:Pli....,..91.(... 0:7,...!1...... .., doors ..:Dintens• ns 0 1 a . Tenant spaca floor plan showing rar.s..st!..70■,, .. „v..... .. : ... :::„......:......:-.............,..::... :: .....,....,.:',..xits..:::::::::::::::::::::.::.::;:•-.....:.:::..::::::: . •:::::::,,,,,..y:„:::,:::::,.:::::.„. . . . . . . . ..-.::.::::::::::::::...:::..... . • ::.:.•....,....::.:..:: .:,.:::, -:..,- •::-:,...,..:..... -.... .• • :::::,,:,:...... :.„ NOTE Include dimensions eigh OtrilcIte(h 4:.i"*.i.'..**:.. • ••.' 011400 isoyann an.•:.::::.•,•,'•:::V...::1 : :: ::..,'::::.!.1::•i•&•,...:.i.4......,.,•:.,............,,,.... ' -'••.- • . •:::'-•,••••,,..., •••• • : •'• • •••••• ::-: • •;.;:' • . : .. . . ' • :::' •-:: •: ••:•••••••;':•:::•.••'••••'.:::::•::::::.:•••.•'••:.•••::•....-::- , ...... ,.. ,,. .:.0e*isin4:CilOulatioris stamped bii:aWashingtan..§tiita:Ikanse. •••:.,.:-..angIneet(racilt-:iitofage 8.':•and.OVOr)•;!::::::-.:..;-.:•:::::::::;:::::::N;,;:,.::::::.::-:•'•"::::::::::::::::,::::iiii::::;:::::::::::::::• • • • .1.. • . . ,,, • , , • , ' . . • . RESIDENTIAL •NEW.' SIPIOLE•FAMILY.. . . ..„ . • • • .. pcompieted pannit application (Ona...foOlSChi:ob'actore . ••• Legal •-••••••••••••'..• •••••• • • . D. E:1),ssesso Account • • :::• ,...•••••• ,,E. Two :sets 42) wOrking. drawingo.*hickincl . „ . .• •-••••••••:. • • Situ • I0u1tth pan. • ... , pair plan. ',.••• ••••• •••:•••;-.%••••••• • Roof pan L.. ..••••'.. • .• ••••••"" • Bulking &Ovations .(all • • • iund.frianin tan ••• " ": ••: Building soction • • • • • • •• •• ••••••••.• • •••••••• 7 Washington state Energi Code data Compled utlity1)ermit appllcation : , •• • ESix (6) sets of site plans showing utilibas:... NoyE. Building site plan and utility' site plan ala), be eeMbiact e See uWIly Pim* aPPlicati°n and che. ckfist f°t. ... Adchional topographical and soils information may be requked it unique • s* conditions. . • • •• , • •. •" • •.•• 9cunalatad:Ouliding'panalt.appiCittiOri::(ana Assessor '••••••••••:<•-• • " • • Bite plan • • • •••-• ••• FloOf• plan • • • :•::: . .::.„ .. • Rool plan . . . • Structural framing plans • ••••• • NOTE It any utility .:WOIIC IsIo ibe:CIOOL fp!ans . inyst be . . . . .au . . . . . , . . • •• •• • VICINITY MAP BUILDING CLASSIFICATION 1. APPLICABLE BUILDING ('ODES a. 1). c. d. e. f. g. 1988 Uniform Building Code 1987 National Electrical Code (NEC) 1988 Plumbing Code 1988 Mechanical Code 1988 Uniform Fire Code Washington State Physically Handicapped Standard Applicable City Codes 2. SEISMIC ZONE: 3 (LJr3C, Chapter 2.3, Figure 1) 3. OCCUPANCY GROUP Pr-rposed Project Expansion Area Room Occupancy 101 (Office), 102, 105 (Storage), B -2 103 (Manufacturing) , 104 (Toilet), 106 (Utility), 107, 108 (Workroom), 201 (Mezzanine -) 105 (Paint Storage) H -3 4. EXISTING CONSTRUCTION: Type III -N (Existing) 5. PROPOSED PROJECT EXPANSION AREA First Floor Mezzanine Total 6. OCCUPANT LOADS A. Proposed Expansion Prc jec:t )%rea (1) FIRST FLOOR Use Manufacturing (Room 103, 107 and 108) Accessory Lases Office (Room 101) Toilet Roam (Room 104) Storage (Room 105) Storage (Room 102) Utility (Roams 106) (2) MEZZANINE Ma nufacturing(Room 20!) Total Occupant Load Proposed ( not including Accessory uses) 15,414 SF 1,235 SF 16,649 SF S.F. Factor 14,569 200 250 42 145 178 230 12.35 100 300 300 300 200 * Note: 2.5 =30: 1 exit required. [UBC Table 33A) ** Note: .48, .59, .77 <30: 1 exit required. [UBC Table * ** Note: 6.18 <50: 1 exit required. [UBC Table 33A] B. Existing Area Use Office/Work Area Manufacturing Total Occupants Load Existing S.F. 16,504 145 16,649 33A) Occupants 72.8 2.5* 1 .48 ** .59 *r .77 ** 6.18 * ** 78.98 Occupkants 150 85 235 Exits Required: 2 Exits Existing: 3 TOTAL OCCUPANCY IDAD Proposed Existing Total. 78.98 235.00 313.98 or 314. 7. NUMBER OF EXITS RIUIRED [UPC- Section 3303 (A) . Table 33A] 316 Oucuprmnts = 2 exits required. 5 Exits Provided 8. EXIT (XX)R WIFYI1i REQUI ;RED (UBC Section 3303A) 314 occupants divided by 50 = 6.28' or 6'-4" Ar:tual Exit: Width Provided: Proposed Project: Expansion Area: 6' -0" Existing Area: 11' - -0" Total 16'-0" cAKA. :• A 0 t SYM11.! CO BUILDING _PLAN 1-1ANOIC,\PPE•0 -- :;. - :<; 1 O ANDOVER PARKWAY WEST 1 0- xrr SEPARATE TEfNANT- %x ;st t=! I -r • •1111:1 l 'S-III-16i Exi 204 TO EXIT- -r AI5. S -...„, a **a,, •t`•`. .• .....................tiros... ,=,e,LE 50-d RDSTROM CORPOR TE DISPLAY Tr J Xk.-ri Noe i'AI Ft -xI5r L,�qy GENERAL NOTES • CODES AND REGULATIONS: All work shall comply with all applicable building codes and ordinances. In case oi: any conflict wherein the methods or standards of .installation or the materials specified cb not equal or exceed the requirements of the laws or ordinances, the laws or ordinances shall govern. Notify the Architect of all conflicts. Contractor shall obtain all required permits. Architect will submit architectural plans for plan review;. All debris shall be disposed of in a legal manner. Contractor shall not allow debris to accumulate on the premises. ▪ THE DRAWINGS AND SPECIFICATIONS: These drawings cover the furnishing and installation of all materials and work as called for on the combined Drawings and Specifications. Plumbing, mechanical, structural, and electrical drawings are supplementary to the architectural drawings. It shall be the responsibility . of each contractor to check with the architectural drawings before the installation of their work. Any discrepancy between the architectural and the consulting engineer (s) drawings shall be brought to the Architect's attention by written request for clarification. Any work installed in conflict with the architectural drawings shall be corrected by the Contractor at this own expense and at no expense to the Owner or Architect. 3. DIMEEISIOLl9S: Dimensions on plans are to finish face of walls or center line of columns typically. Exterior dissensions are to face of exterior material unless otherwise noted. Door and cased openings without location dimensions are to be six (6) inches from face of adjacent wall or centered between walls per floor plans. Contractor to verify all dimensions and conditions and notify Arch- itect of any discrepancies. DO N r SCALE DRAWINGS: Tha Contractor shall use dimensions shown on the drawings and actual fieldimmunuasmant. Notify the Architect if any discrepancies are found. ABBREVIATIONS: Throughout the plans are abbreviations which are in canon use. The list of abbreviations provided is not intended to be complete or representative of conditions or materials actually used on the project. The Architect will define the intent of any in question. • COORDINATION: Each contractor shall be responsible for veri f ication and coordination c l f all work, including all work by other contractors, to assurd conpliaroe with drawingr an specifications, and the accurate location of structural members and openings for mechanical, electrical, and miscellaneous equipment. STANDARD ABBREVIATION LIST a 0 1 1 A.B. A/C ACOUS. AC.T. �ADD�D.. ADJUS. AF.F. AGGR. ALT. AL., ALUM. ANOD. APPROX. ARCH. ASPH. D. BET. BLDG. BL.G. BM. B.M. BoT. BRG. BRZ. BSIAT. CAS, C.B. CEM. CER. C.G. (NAME. ANGLE AT CENTERLINE PENNYEL PERPENDICULAR PLATE POUND OR ILI.I3ER DIAMETER SOUARE FEET ANCHOR DOLT MR CONDITIONING ACOUSTICAL ACOUSTIC TILE AREA DRAIN ADDENDUM ADJACENT ADJUSTABLE ABOVE FHSH FLOOR AGGREGATE ALTERFNATE ALUIdIMJ U ANODIZED APPROXI ATE ARCHITECT ASPHALT BOARD BETWEEN BUILDING BLOCK BEAMKIi( BENCH MARK BOTTOM BEARING BRONZE BASEMEN BUILT UP CABINET CATCH BASIN CEMENT CERAt,NiC CORNER GUARD CHAMFER CJ. CJ.P. CIRC. C.JT. CLG CLR. C JA.U. CNTR. C.O. COL. CONC. CONN. CONST. CONT. CONTR. CORR. CPT. CSMT. C.T. CTR. CSX. CU. FT. CU. YD. DEMO. DBL. D.L. CAST Fi0N CAST -III -PLACE (CONCRETE) CIRCLE CONTROL JOINT CEILING CLEARANCE) CONCRETE MASONRY UNIT COUNTER CLEAN OUT COLUMN CONCRETE CC*INECTiON CONSTRUCTION CONTINUOUS CONTRAC TOR CORRIDOR CARPET CASEMENT CERAMIC Ti_E CENI,ER COUNTER 5lP' ( CUBIC FOOT CUBIC YARD DEMOLITION DOUBLE DEAD LOAD DET. DETAIL D.F. DRINKING FOUNTAIN D.H. DOUBLE HUNG DIAG. DIAGONAL D!AM. DIAMETER LY#I. DiMEtGION DiV. DIVISION ON. DOWN DP, D4 PERO0FING DPR. DISPENSER DR. DOOR DS. 0O N.POUT D.T. DRAIN TLE DWG. DRAWING DWR. DRAWER E. EA. E.J7. EL. ELEC. ELEV. ENCL. EAST EACH EXPANSION JOINT ELEVATION ELECTRICAL) ELEVATOR ENCLOSE(URE) ED. EDt iP. ESC. EST. EXCAV. ExH. EXIST. EXP. EXT. EQUAL EQUIPMENT ESCALATOR ESTIMATE EXCAVATE EXHAILST EXISIItw; EXPANSION EXTERIOR ' ere 15 fairs L III- K:X.eF!~r at ;<tel, L -( ) HANDICAP -3fD ACC cS$ R EA c. ' i i Ekj ;JORK J=- ez)H-11<Ui_ TJ ,4 To -rA Contractors shall verify sizes and locations of all openings for mechanical equipment with mechanical contractor as well as shop drawings reviewed by the architect, before proceeding with the work. Contractors shall verify sizes and locations of all mechanical equipment pads and bases as well as power and water or drain installation with equipment manufacturers before proceeding with the work. Shop drawings shall be submitted as required by architect or building department. Contractor shall not disrupt any building utilities or services with out prior approval from the building owner and tenants. Contractor shall provide record sepias of the work as actually crusted. The oar will contract separately for security, sound systems and phone work. Contractor shall coordinate these trades with his work. 7. EXITS: A11 exit doors shall be able to open from the inside without use of key or any special knowledge or effort. All exit signs shall have letters six (6) inches high minimums, and shall conform with applicable codes. Refer to drawings for exit sign locations. 8. 9. GLAZING: This project contains glazing that will be subject to federal glazing standard's and glazing subcontractor shall he responsible for adherence to the requirements. If glazing subcon- tractor finds anything in the dooments not in compliance with the standard, he shall bring discrepancies to the attention of the Architect before proceeding. No cleims for extras for complying with the standard will be entertained regardless of the content of the drawings and specifications. FINISHES: Offset studs where required, so that finish well surface will be flush. Provide galvanic insulation between dissimilar metals. 10. WEALNERPROOFING: At all exterior wall openings, including mechanical equ'.pments penetrations, flashing, and counterflashing shall be constructed in such a manner as to make them weatherproof. Contractor shall be responsible for providing minimum 4" curbs at all duct penetrations thru roof and flashing and counter flashing to provide a water tight assembly. Piping penetrations shall be flashed and counter flashed. 11. FINE PROTECTION: Extension or revision of the existing Sprinkler system is to be approved by the local fire protection authority prior to installation. All partitions extend to underside of structure unless noted otherwise. See wall legend on Sheet A-2. F.B.OJ.C, FURNISHED BY OWNER INSTALLED BY CONTRACTOR F.D. FLOOR DRAIN FON, F.E. F.E.C. F.F. FIN. FLR. FLASH. FLUOR. F.O.S. F.Q.C. r.o.F. Fp. FT. FTG. FURR. FUT. F.R.G. F.II.C. GA. GAO/. GGEN. GND. y.W.B. GYP. GFRC. H.S. H.C. is D. HOBO. HDCP. HOR. HOWD. HD1rR. FOW4)ATION FIRE EXTINGUISt- R FIRE EXTINGUISHER CABINET FACTORY FjNISH FINISHED) FLOOR FLASHING FLUORESCENT FACE OF STUDS FACE OF CONCRETE FACE OF FINISH FACE OF BRICK FACE OF MASONRY FIREPROOF FODT.FEET FOOTING FURRED, FURRING FUTURE FIBERGLASS REM:. GYPSUM FABRIC WALLCOVERINC GAGE GALVANIZED GRAB BAR GENERAL CLASS, GLAZING GROUND GRADE. GRADING GYPSUM WALL BOARD GYPSUM GLASS FIBER REIN. CONC. HOSE Bee HOLLOW CORE FEAD HARDBOARD HAWICAPPED i-EADER HARDWOOD HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR NT. WIGHT HTG. HEATING H.V.A.C. HEATING / VENTILATING/ AP. CONDITIONING H.W.H. HOT WATER HEATER I.D. I &DE DIAMETER I.P.S. INSIDE PPE SIZE INCL. INCLLRING INSUL. INSULATION INT. INTERIOR NV. INVERT JAN. JANITOR JST. JOIST J1. JOINT KIT. KO. KM- LAM. LAY. L.H. L. L.L. LT. LTL. LVR. MAS. MAX. M.C. MECH. )ED. WET. MIEZZ. MFR. Ai.F.B. MSC. MTO. i�(I,yL. 0 ! .nlUir eC. 7ifSw# e Y �D." Y F . ir��!i7S I I i iII 1 'II Ii ; lIi ; ' II I ! ! ! ;I I i I I l I i l i i (i 1 l I I iI , I I I I I i 1 ill III 111; 111111111�1111111111111111 11 i 1 1 1 1 1 H l 1 1 1 Illi1i.- l i 1 e i' , ,.�... i ✓✓� � rr..+;�74o .f ti y < ajr , ♦ .. �'(ii .,,bR 2 . - /., 5 6 7 8 __ r NOT7: if the microfilmed document is Tess clear then this t,._ notice, it is c'ue to the cuslity ct the oripinel cecunent. U �, ''' };'' G.: ve c : ee I,.: 6 c: TA Bt Gt 91 9t 71 • Cm Zt tl 01, fi E'i I. I ' ! t ,I! i!II t.. iI!i iii ,; r I �!,,il!!III�� !'t!lif!; I!i it I li �I:Illill tl!I i� ' I I I' ++ 1 1 ! I I 1. I I�:,I ,Iii,,, I .� I :,lh II I:!!! it !IIIIIIII,IJ!I.I!IIIIIIiiihmli hill) i!HJllll!IIUIIIIIi!��i� I I IIi, KITCHEN KNOCKOUT KICKPLATE LAMINATE(D) LAVATORY LEFT HAND LENGTH. LONG LIVE LOAD LIGHT LINTEL LOUVER .4ARBLE MASONRY MAXIMUM MEDICINE CABINET MECHAN C(AL) MEDIUM MEMBRANE METAL ME2 ZANINE WANUF AC T URE(R) MINERAL FIBER RD. MANHOLE M#NtNUM MISCELLANEOUS MOUNTED MATERIAL MULLION N. NJ.C. NO, NOM. N.T.S. O.A. O.C. O.D. D.F.R.D. OH. CIPP.H. OPNG. OPP. NORTH NOT 9N CONTRACT NUMBER NOMINAL. NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERFLOW ROOF DRAIN OVERHEAD OPPOSITE HAND OPENING OPPOSITE OPEN TO STRUCTURE PASS. PASSENGER N.B. PANIC BAR P.M. PARTICLE BOARD PERF. PERFORA'TE(D) PERi. PERIMETER Pt.. PLATE P.L. PROPERTY LINE P. LAM. PLASTIC LAMINATE PLAS, PLASTER PLY40. PLYWOOD PNL. PANEL PR. PAIR P.S.F. POUNDS PER SQUARE FOOT P.SJ. POUrOS PtR SQUARE NCH PT. POINT P.T. PRESSURE TREATED PO. PLANTER DRAM PIN. PARTITION PVMT. PAVEMENT P.T.D. PAPER TOWEL DISPENSER P.T.R. PAPER TOWEL RECEPTICAL Q.T. QUARRY TILL R. R.A. RAD. R.B. R.T. R.D. REF. REFL. REFR. REG. REINF. REQ. Rey. R.H. RMi. R.O. R.O.W. RCP. S. S.C. SCH. $ D. SEAL. SECT. S.F. SH. SHT. SHTG Slut. SL. sP SPEC. SO. S.S. S.STL. STD. STOR. STR. STRUCT. SIJSP, Fire protection contractor shall provide fire protection drawings as required to meet city /county regulations. Fire protection contractor may be required to relocate, at his cost, ariy fire protection equipment, piping or appliance which has been installed as part of this contract without the approval of the Owner and governing agencies and without the architects' concur- rence. Provide fire dampers at all supply air and return air outlets or inlets penetrating fire rated assenbli ys,. enclosures, and surfaces and as regp ixod by the fire department zo ad applicable codes. r Relocate existing and provide new fire extinguishers as required by the City of Tukwila Fire Department and applicable codes. • NtSER RETUi AIR ' RADIUS RESILIENT BASE RESKANT Ti1E ROOF DRAIN REFERENCE REFLECTED REFRIGERATOR REGISTER REINFORCING REOLIRED REVISION RiUHT HAND ROOM ROUGH OPENING RIGHT OF WAY REFLECTED CLG. PLAN SOUTH SOLID CORE SCIi t!ULE STORM DRAIN SEALANT SECTION SOUARE FEET SHELF SHEET SHEATHING SIMILAR SLOPE STAND PPE SPECIFICATION SQUARE SERVICE SNK STAI4 ESS STEEL STANDARD STEEL STORAGE STRUCTURAL STRUCTURAL SUSPENDED • 1. READ 1.6. TOWEELL BAR TEL. TELEPHONE TEMP. TEMPERED TERR. TERRAllO TEX. TEXTUREID) TONGUE AND GROOVE THK. II-HOLINESS) THRESH. THRESHOLD 1.4. TiJOLED JOINT TKBD. TACKROARD T.O.B. TOP V BRICK TV. TELEVISION TYP. TYPICAL TOS. TOP OF SLAB T.. DPR. TOILET TISSUE DISPENSER UNVIN. U.O.N. VAR. VEN. VER T . VEST. V.G. V.W.C. w. w/ w.C. WD. W/O ik1'. MSC T. WT. W.W.F. UNFINISHED UNLESS OTHERWISE NOTED VARNISH VENEER VERTICAL VESTIBULE ViSION GRILLE VINYL WALL COVERING WEST ,WIDE WITH WATER CLOSET WOOD WATER HYDRANT WITHOUT WATERPROOFiING) WATER RESISTANT WAINSCOT WEIGHT WELDED WIRE FABRIC 1111 T 111 111111111111111111!'II1 tlli!;Ii111�I;lIIIIf111I ri 1r) I 11 wcnF ,,. ,rwuu,. 12 y ' i 9 t' is l ;Ill�i ►Ililll! ;! ;,,!i pNGI1 A-1 GEgNERAL INFORMA_['ION A -2 FOR PLAN A-3 DETAILS A-4 SPECIFICATIONS A-5 SPECIFICATIONS S-1 FRAMING PLANS, SECTIONS, AND STRUCTURAL NCYI'ES M--1 ta* 1 ICAL LEGEND AND DETAILS M -2 FLOOR PLAN' - PAC P--1 PLUMBING FLOOR PLAN P -2 FIRE PROTECTION FLOOR PLAN E -1 E -2 E-3 E-4 E -5 E-6 ET.EC PRICAL FLOOR PLAN FLOOR PLAN FLOOR PLAN ELECTRICAL ir.rcrcAt, LEGEND, FIB SCHEDULE AND DETAILS LIOffINC -- POWER -. `I ELEPH)NF,, SOUND AND SECURITY SPECIFICATIONS SPECIFICATIONS PROJECT DESCRIPTION 1. Project consists of tenant inpravements to an existing c, rarehouse/manufact;uthig huildini. Work includes limited demplition of existing partitions, patching end repair as required, contraction of new interior partitions and nmez :amine, new interior and exterior doors and interior wLndowm per drawings. 2. Structural work as required to accomodate new meszan..ine and mechanical equipment. 3. Mechanical, electrical and pluthing work as required to accommodate new partitions and equipment. $,. Fire protection work includes modification of existing sprinkler system to net code requirements due to new partitions, ceilings, and storage shelving. - 5. Project includes all other work as required to accomplish scope indicated on combined construction drawings /specifications. LEGAL DESCRIPTION Lot M-4 Andover Industrial Park Tukwila, Washington LIST OF PARTICIPANTS S • r )91 ARCHI'1ECP: MECHANICAL/EL ECPRICFri, ] 3INFMS : STRLCTUNALr : NORDSTROM, INC. STORE PLANNING AND ARCHITECTURE 1501 Fifth Avenue Seattle, Washirngton 98101 (206) 628 -1793 Contact: Galen Dolst:ad THE CALLISON PARTNERSHIP, LTD. 1420 Fifth .Avenue, Suite 2400 Seattle, Washington 98101 (206) 623-4646 Contact: Kevin Nauss M.E. Wanzer HARGIS ENMEERS, INC. 1500 "lower Building Seattle, Washington 98101 (206) 682 -6452 Contact: Robert Olson Regan Corwin . _COFFMAN ENGDAMS 1601 Fifth Avenue, Suite 900 Seattle, Washi..ngton 98101 (206) 623 -0717 Contact: Dennis Firth REFERENCE INDEX COLUMN GRiD LINE DE TAi1_ WAL L SECTION E3UILI)INC SECTION DATUM REVISION NORTH REFERENCE TO DIM POINT ., CATCH LINE -.• rya,,...A.s..vn�lr✓ dos +a..- rrfc.�ra- cr+fw.r.,r..,,..- - -.... �+ 1 ----DETAIL NUMBER (OR LETTER) --- DRAWING N(1MBET1 -°- SECTION NUMBER (OR LETTER) --DRAWING NUMBER .- -- -- --- SECTION DES!CNA TION OR LET TER -o.- - - - --- DRAWING NUMBER ---ELFNATION :;EF TITLE BLOCK FOR REVISION. -'1 MUST RECENT REVISION SHOWN CLOUDED. 0 FILE COPY i understand that the Pion Check approvals are subject to errors and omissions and app ova) Of plans does rot a'Jthori;:r tn.? v ado +FCi iola"i)en or any p' co•', cr arch; )ance %ir?%'erot of contractor's copy or approved ; 1a: :s acknovif (- y-�^ Perm :t No....... 4..1 C)1 CITY OF TUUKWILA APPROVED no I ' nnrdstram REGNONAi. DiSPl.A\?‘ SHOP EXPANSION ' ... TUKWILA, WASHINGTON BID AND PERMIT SEi IIRRIORIIIRSOWCIUMMUIWINEZIONIONIRBORMI The CaHison Partnership Architecture Programming Planning Interior Design II 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623 4646 FAX 206 - 0234625 950 Sixth Avenue Suite 200 San Diego, Calrf<wnia 92101 (619) 232-3233 FAX 619 - 232 -3337 A Professional Service Corporation ▪ CONSULTANTS ▪ REVISIONS ManagESMERENNERMIRMI No. Date Item 6 6 'ID G DIVISION PARTITION TYPES NEW PARTITIONS : SEE PARTITION S('H(: DUI. E ON S►+ i . MiSCE1..LANEOUS 0008 NUMBER T2 RE:FTREN(:F f)OQR Sf NF'(li 1! r ROOM REFERENCE ij aRIQR ELEVATION FIRE irrigUatilft ROOM NAME L 20? l 9 ELF VA r +nxi NUMEE R WALL STANDARDS • ▪ • RECENT!) WV 1UKWILA OCT + 6 1989 PERMIT CENTER COPYRGHT© 198 THE CALLISON PARTNERSHIP 1 » "s:.k.�•iv:.f /,•x r.^.. .r,,,... �r ^^r :.,>.r;.,'P: r� �.0 :..�a•!"1"s:. <x'r.»� x�!.'ft.fFirrri, w, isM; vyS' 9_ Y3rid., r, �o7 :,titfYa'r�%:?:.S,4iJ ✓.i',...6: :Tit ✓r. ; -.. ® APPROVALS IRSIMENNSWNEWINERENISI NAUSS / WANZER • Proffer". Architect SAL -'S /TORRELL/DIXON hretwn Checked Approved 4 2702 REGISTERED ARCHITECT VIDP.LINOtrf I ST ,T OF WASt INGTTIC- Registrations NI SHEET TITLE muniseffestrozzamavrassik7 . GENERAL 1 NFQRMA i ION '890601 Project No. 10 --15.9 Date J -...„, 41L-____ **a,, •t`•`. .• .....................tiros... ,=,e,LE 50-d RDSTROM CORPOR TE DISPLAY Tr J Xk.-ri Noe i'AI Ft -xI5r L,�qy GENERAL NOTES • CODES AND REGULATIONS: All work shall comply with all applicable building codes and ordinances. In case oi: any conflict wherein the methods or standards of .installation or the materials specified cb not equal or exceed the requirements of the laws or ordinances, the laws or ordinances shall govern. Notify the Architect of all conflicts. Contractor shall obtain all required permits. Architect will submit architectural plans for plan review;. All debris shall be disposed of in a legal manner. Contractor shall not allow debris to accumulate on the premises. ▪ THE DRAWINGS AND SPECIFICATIONS: These drawings cover the furnishing and installation of all materials and work as called for on the combined Drawings and Specifications. Plumbing, mechanical, structural, and electrical drawings are supplementary to the architectural drawings. It shall be the responsibility . of each contractor to check with the architectural drawings before the installation of their work. Any discrepancy between the architectural and the consulting engineer (s) drawings shall be brought to the Architect's attention by written request for clarification. Any work installed in conflict with the architectural drawings shall be corrected by the Contractor at this own expense and at no expense to the Owner or Architect. 3. DIMEEISIOLl9S: Dimensions on plans are to finish face of walls or center line of columns typically. Exterior dissensions are to face of exterior material unless otherwise noted. Door and cased openings without location dimensions are to be six (6) inches from face of adjacent wall or centered between walls per floor plans. Contractor to verify all dimensions and conditions and notify Arch- itect of any discrepancies. DO N r SCALE DRAWINGS: Tha Contractor shall use dimensions shown on the drawings and actual fieldimmunuasmant. Notify the Architect if any discrepancies are found. ABBREVIATIONS: Throughout the plans are abbreviations which are in canon use. The list of abbreviations provided is not intended to be complete or representative of conditions or materials actually used on the project. The Architect will define the intent of any in question. • COORDINATION: Each contractor shall be responsible for veri f ication and coordination c l f all work, including all work by other contractors, to assurd conpliaroe with drawingr an specifications, and the accurate location of structural members and openings for mechanical, electrical, and miscellaneous equipment. STANDARD ABBREVIATION LIST a 0 1 1 A.B. A/C ACOUS. AC.T. �ADD�D.. ADJUS. AF.F. AGGR. ALT. AL., ALUM. ANOD. APPROX. ARCH. ASPH. D. BET. BLDG. BL.G. BM. B.M. BoT. BRG. BRZ. BSIAT. CAS, C.B. CEM. CER. C.G. (NAME. ANGLE AT CENTERLINE PENNYEL PERPENDICULAR PLATE POUND OR ILI.I3ER DIAMETER SOUARE FEET ANCHOR DOLT MR CONDITIONING ACOUSTICAL ACOUSTIC TILE AREA DRAIN ADDENDUM ADJACENT ADJUSTABLE ABOVE FHSH FLOOR AGGREGATE ALTERFNATE ALUIdIMJ U ANODIZED APPROXI ATE ARCHITECT ASPHALT BOARD BETWEEN BUILDING BLOCK BEAMKIi( BENCH MARK BOTTOM BEARING BRONZE BASEMEN BUILT UP CABINET CATCH BASIN CEMENT CERAt,NiC CORNER GUARD CHAMFER CJ. CJ.P. CIRC. C.JT. CLG CLR. C JA.U. CNTR. C.O. COL. CONC. CONN. CONST. CONT. CONTR. CORR. CPT. CSMT. C.T. CTR. CSX. CU. FT. CU. YD. DEMO. DBL. D.L. CAST Fi0N CAST -III -PLACE (CONCRETE) CIRCLE CONTROL JOINT CEILING CLEARANCE) CONCRETE MASONRY UNIT COUNTER CLEAN OUT COLUMN CONCRETE CC*INECTiON CONSTRUCTION CONTINUOUS CONTRAC TOR CORRIDOR CARPET CASEMENT CERAMIC Ti_E CENI,ER COUNTER 5lP' ( CUBIC FOOT CUBIC YARD DEMOLITION DOUBLE DEAD LOAD DET. DETAIL D.F. DRINKING FOUNTAIN D.H. DOUBLE HUNG DIAG. DIAGONAL D!AM. DIAMETER LY#I. DiMEtGION DiV. DIVISION ON. DOWN DP, D4 PERO0FING DPR. DISPENSER DR. DOOR DS. 0O N.POUT D.T. DRAIN TLE DWG. DRAWING DWR. DRAWER E. EA. E.J7. EL. ELEC. ELEV. ENCL. EAST EACH EXPANSION JOINT ELEVATION ELECTRICAL) ELEVATOR ENCLOSE(URE) ED. EDt iP. ESC. EST. EXCAV. ExH. EXIST. EXP. EXT. EQUAL EQUIPMENT ESCALATOR ESTIMATE EXCAVATE EXHAILST EXISIItw; EXPANSION EXTERIOR ' ere 15 fairs L III- K:X.eF!~r at ;<tel, L -( ) HANDICAP -3fD ACC cS$ R EA c. ' i i Ekj ;JORK J=- ez)H-11<Ui_ TJ ,4 To -rA Contractors shall verify sizes and locations of all openings for mechanical equipment with mechanical contractor as well as shop drawings reviewed by the architect, before proceeding with the work. Contractors shall verify sizes and locations of all mechanical equipment pads and bases as well as power and water or drain installation with equipment manufacturers before proceeding with the work. Shop drawings shall be submitted as required by architect or building department. Contractor shall not disrupt any building utilities or services with out prior approval from the building owner and tenants. Contractor shall provide record sepias of the work as actually crusted. The oar will contract separately for security, sound systems and phone work. Contractor shall coordinate these trades with his work. 7. EXITS: A11 exit doors shall be able to open from the inside without use of key or any special knowledge or effort. All exit signs shall have letters six (6) inches high minimums, and shall conform with applicable codes. Refer to drawings for exit sign locations. 8. 9. GLAZING: This project contains glazing that will be subject to federal glazing standard's and glazing subcontractor shall he responsible for adherence to the requirements. If glazing subcon- tractor finds anything in the dooments not in compliance with the standard, he shall bring discrepancies to the attention of the Architect before proceeding. No cleims for extras for complying with the standard will be entertained regardless of the content of the drawings and specifications. FINISHES: Offset studs where required, so that finish well surface will be flush. Provide galvanic insulation between dissimilar metals. 10. WEALNERPROOFING: At all exterior wall openings, including mechanical equ'.pments penetrations, flashing, and counterflashing shall be constructed in such a manner as to make them weatherproof. Contractor shall be responsible for providing minimum 4" curbs at all duct penetrations thru roof and flashing and counter flashing to provide a water tight assembly. Piping penetrations shall be flashed and counter flashed. 11. FINE PROTECTION: Extension or revision of the existing Sprinkler system is to be approved by the local fire protection authority prior to installation. All partitions extend to underside of structure unless noted otherwise. See wall legend on Sheet A-2. F.B.OJ.C, FURNISHED BY OWNER INSTALLED BY CONTRACTOR F.D. FLOOR DRAIN FON, F.E. F.E.C. F.F. FIN. FLR. FLASH. FLUOR. F.O.S. F.Q.C. r.o.F. Fp. FT. FTG. FURR. FUT. F.R.G. F.II.C. GA. GAO/. GGEN. GND. y.W.B. GYP. GFRC. H.S. H.C. is D. HOBO. HDCP. HOR. HOWD. HD1rR. FOW4)ATION FIRE EXTINGUISt- R FIRE EXTINGUISHER CABINET FACTORY FjNISH FINISHED) FLOOR FLASHING FLUORESCENT FACE OF STUDS FACE OF CONCRETE FACE OF FINISH FACE OF BRICK FACE OF MASONRY FIREPROOF FODT.FEET FOOTING FURRED, FURRING FUTURE FIBERGLASS REM:. GYPSUM FABRIC WALLCOVERINC GAGE GALVANIZED GRAB BAR GENERAL CLASS, GLAZING GROUND GRADE. GRADING GYPSUM WALL BOARD GYPSUM GLASS FIBER REIN. CONC. HOSE Bee HOLLOW CORE FEAD HARDBOARD HAWICAPPED i-EADER HARDWOOD HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR NT. WIGHT HTG. HEATING H.V.A.C. HEATING / VENTILATING/ AP. CONDITIONING H.W.H. HOT WATER HEATER I.D. I &DE DIAMETER I.P.S. INSIDE PPE SIZE INCL. INCLLRING INSUL. INSULATION INT. INTERIOR NV. INVERT JAN. JANITOR JST. JOIST J1. JOINT KIT. KO. KM- LAM. LAY. L.H. L. L.L. LT. LTL. LVR. MAS. MAX. M.C. MECH. )ED. WET. MIEZZ. MFR. Ai.F.B. MSC. MTO. i�(I,yL. 0 ! .nlUir eC. 7ifSw# e Y �D." Y F . ir��!i7S I I i iII 1 'II Ii ; lIi ; ' II I ! ! ! ;I I i I I l I i l i i (i 1 l I I iI , I I I I I i 1 ill III 111; 111111111�1111111111111111 11 i 1 1 1 1 1 H l 1 1 1 Illi1i.- l i 1 e i' , ,.�... i ✓✓� � rr..+;�74o .f ti y < ajr , ♦ .. �'(ii .,,bR 2 . - /., 5 6 7 8 __ r NOT7: if the microfilmed document is Tess clear then this t,._ notice, it is c'ue to the cuslity ct the oripinel cecunent. U �, ''' };'' G.: ve c : ee I,.: 6 c: TA Bt Gt 91 9t 71 • Cm Zt tl 01, fi E'i I. I ' ! t ,I! i!II t.. iI!i iii ,; r I �!,,il!!III�� !'t!lif!; I!i it I li �I:Illill tl!I i� ' I I I' ++ 1 1 ! I I 1. I I�:,I ,Iii,,, I .� I :,lh II I:!!! it !IIIIIIII,IJ!I.I!IIIIIIiiihmli hill) i!HJllll!IIUIIIIIi!��i� I I IIi, KITCHEN KNOCKOUT KICKPLATE LAMINATE(D) LAVATORY LEFT HAND LENGTH. LONG LIVE LOAD LIGHT LINTEL LOUVER .4ARBLE MASONRY MAXIMUM MEDICINE CABINET MECHAN C(AL) MEDIUM MEMBRANE METAL ME2 ZANINE WANUF AC T URE(R) MINERAL FIBER RD. MANHOLE M#NtNUM MISCELLANEOUS MOUNTED MATERIAL MULLION N. NJ.C. NO, NOM. N.T.S. O.A. O.C. O.D. D.F.R.D. OH. CIPP.H. OPNG. OPP. NORTH NOT 9N CONTRACT NUMBER NOMINAL. NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERFLOW ROOF DRAIN OVERHEAD OPPOSITE HAND OPENING OPPOSITE OPEN TO STRUCTURE PASS. PASSENGER N.B. PANIC BAR P.M. PARTICLE BOARD PERF. PERFORA'TE(D) PERi. PERIMETER Pt.. PLATE P.L. PROPERTY LINE P. LAM. PLASTIC LAMINATE PLAS, PLASTER PLY40. PLYWOOD PNL. PANEL PR. PAIR P.S.F. POUNDS PER SQUARE FOOT P.SJ. POUrOS PtR SQUARE NCH PT. POINT P.T. PRESSURE TREATED PO. PLANTER DRAM PIN. PARTITION PVMT. PAVEMENT P.T.D. PAPER TOWEL DISPENSER P.T.R. PAPER TOWEL RECEPTICAL Q.T. QUARRY TILL R. R.A. RAD. R.B. R.T. R.D. REF. REFL. REFR. REG. REINF. REQ. Rey. R.H. RMi. R.O. R.O.W. RCP. S. S.C. SCH. $ D. SEAL. SECT. S.F. SH. SHT. SHTG Slut. SL. sP SPEC. SO. S.S. S.STL. STD. STOR. STR. STRUCT. SIJSP, Fire protection contractor shall provide fire protection drawings as required to meet city /county regulations. Fire protection contractor may be required to relocate, at his cost, ariy fire protection equipment, piping or appliance which has been installed as part of this contract without the approval of the Owner and governing agencies and without the architects' concur- rence. Provide fire dampers at all supply air and return air outlets or inlets penetrating fire rated assenbli ys,. enclosures, and surfaces and as regp ixod by the fire department zo ad applicable codes. r Relocate existing and provide new fire extinguishers as required by the City of Tukwila Fire Department and applicable codes. • NtSER RETUi AIR ' RADIUS RESILIENT BASE RESKANT Ti1E ROOF DRAIN REFERENCE REFLECTED REFRIGERATOR REGISTER REINFORCING REOLIRED REVISION RiUHT HAND ROOM ROUGH OPENING RIGHT OF WAY REFLECTED CLG. PLAN SOUTH SOLID CORE SCIi t!ULE STORM DRAIN SEALANT SECTION SOUARE FEET SHELF SHEET SHEATHING SIMILAR SLOPE STAND PPE SPECIFICATION SQUARE SERVICE SNK STAI4 ESS STEEL STANDARD STEEL STORAGE STRUCTURAL STRUCTURAL SUSPENDED • 1. READ 1.6. TOWEELL BAR TEL. TELEPHONE TEMP. TEMPERED TERR. TERRAllO TEX. TEXTUREID) TONGUE AND GROOVE THK. II-HOLINESS) THRESH. THRESHOLD 1.4. TiJOLED JOINT TKBD. TACKROARD T.O.B. TOP V BRICK TV. TELEVISION TYP. TYPICAL TOS. TOP OF SLAB T.. DPR. TOILET TISSUE DISPENSER UNVIN. U.O.N. VAR. VEN. VER T . VEST. V.G. V.W.C. w. w/ w.C. WD. W/O ik1'. MSC T. WT. W.W.F. UNFINISHED UNLESS OTHERWISE NOTED VARNISH VENEER VERTICAL VESTIBULE ViSION GRILLE VINYL WALL COVERING WEST ,WIDE WITH WATER CLOSET WOOD WATER HYDRANT WITHOUT WATERPROOFiING) WATER RESISTANT WAINSCOT WEIGHT WELDED WIRE FABRIC 1111 T 111 111111111111111111!'II1 tlli!;Ii111�I;lIIIIf111I ri 1r) I 11 wcnF ,,. ,rwuu,. 12 y ' i 9 t' is l ;Ill�i ►Ililll! ;! ;,,!i pNGI1 A-1 GEgNERAL INFORMA_['ION A -2 FOR PLAN A-3 DETAILS A-4 SPECIFICATIONS A-5 SPECIFICATIONS S-1 FRAMING PLANS, SECTIONS, AND STRUCTURAL NCYI'ES M--1 ta* 1 ICAL LEGEND AND DETAILS M -2 FLOOR PLAN' - PAC P--1 PLUMBING FLOOR PLAN P -2 FIRE PROTECTION FLOOR PLAN E -1 E -2 E-3 E-4 E -5 E-6 ET.EC PRICAL FLOOR PLAN FLOOR PLAN FLOOR PLAN ELECTRICAL ir.rcrcAt, LEGEND, FIB SCHEDULE AND DETAILS LIOffINC -- POWER -. `I ELEPH)NF,, SOUND AND SECURITY SPECIFICATIONS SPECIFICATIONS PROJECT DESCRIPTION 1. Project consists of tenant inpravements to an existing c, rarehouse/manufact;uthig huildini. Work includes limited demplition of existing partitions, patching end repair as required, contraction of new interior partitions and nmez :amine, new interior and exterior doors and interior wLndowm per drawings. 2. Structural work as required to accomodate new meszan..ine and mechanical equipment. 3. Mechanical, electrical and pluthing work as required to accommodate new partitions and equipment. $,. Fire protection work includes modification of existing sprinkler system to net code requirements due to new partitions, ceilings, and storage shelving. - 5. Project includes all other work as required to accomplish scope indicated on combined construction drawings /specifications. LEGAL DESCRIPTION Lot M-4 Andover Industrial Park Tukwila, Washington LIST OF PARTICIPANTS S • r )91 ARCHI'1ECP: MECHANICAL/EL ECPRICFri, ] 3INFMS : STRLCTUNALr : NORDSTROM, INC. STORE PLANNING AND ARCHITECTURE 1501 Fifth Avenue Seattle, Washirngton 98101 (206) 628 -1793 Contact: Galen Dolst:ad THE CALLISON PARTNERSHIP, LTD. 1420 Fifth .Avenue, Suite 2400 Seattle, Washington 98101 (206) 623-4646 Contact: Kevin Nauss M.E. Wanzer HARGIS ENMEERS, INC. 1500 "lower Building Seattle, Washington 98101 (206) 682 -6452 Contact: Robert Olson Regan Corwin . _COFFMAN ENGDAMS 1601 Fifth Avenue, Suite 900 Seattle, Washi..ngton 98101 (206) 623 -0717 Contact: Dennis Firth REFERENCE INDEX COLUMN GRiD LINE DE TAi1_ WAL L SECTION E3UILI)INC SECTION DATUM REVISION NORTH REFERENCE TO DIM POINT ., CATCH LINE -.• rya,,...A.s..vn�lr✓ dos +a..- rrfc.�ra- cr+fw.r.,r..,,..- - -.... �+ 1 ----DETAIL NUMBER (OR LETTER) --- DRAWING N(1MBET1 -°- SECTION NUMBER (OR LETTER) --DRAWING NUMBER .- -- -- --- SECTION DES!CNA TION OR LET TER -o.- - - - --- DRAWING NUMBER ---ELFNATION :;EF TITLE BLOCK FOR REVISION. -'1 MUST RECENT REVISION SHOWN CLOUDED. 0 FILE COPY i understand that the Pion Check approvals are subject to errors and omissions and app ova) Of plans does rot a'Jthori;:r tn.? v ado +FCi iola"i)en or any p' co•', cr arch; )ance %ir?%'erot of contractor's copy or approved ; 1a: :s acknovif (- y-�^ Perm :t No....... 4..1 C)1 CITY OF TUUKWILA APPROVED no I ' nnrdstram REGNONAi. DiSPl.A\?‘ SHOP EXPANSION ' ... TUKWILA, WASHINGTON BID AND PERMIT SEi IIRRIORIIIRSOWCIUMMUIWINEZIONIONIRBORMI The CaHison Partnership Architecture Programming Planning Interior Design II 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623 4646 FAX 206 - 0234625 950 Sixth Avenue Suite 200 San Diego, Calrf<wnia 92101 (619) 232-3233 FAX 619 - 232 -3337 A Professional Service Corporation ▪ CONSULTANTS ▪ REVISIONS ManagESMERENNERMIRMI No. Date Item 6 6 'ID G DIVISION PARTITION TYPES NEW PARTITIONS : SEE PARTITION S('H(: DUI. E ON S►+ i . MiSCE1..LANEOUS 0008 NUMBER T2 RE:FTREN(:F f)OQR Sf NF'(li 1! r ROOM REFERENCE ij aRIQR ELEVATION FIRE irrigUatilft ROOM NAME L 20? l 9 ELF VA r +nxi NUMEE R WALL STANDARDS • ▪ • RECENT!) 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CEILING CONSTRUCTION AT GWB CEILING P L; ri�1Cx`'i D PEC- �. ,., ill -r�li Air ;:Iuv OF TUKWILA APPROVED nov121 198, U RECEIVED CITY OF TUKWILA bilniffaDIVISION OCT 16 989 PERMIT CENTER COPYRIGHT@ 198 THE (ALLISON na,RTNERSHIP ameginommeseivameangelem nordstram AEGICINAL DISPLAY SHOP EXPANSION TUKWILA, WASHINGTON' BID AND, PERMIT SET The Callison Partnership Architecture Programming Planning Interior Design 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623 -4646 FAX 206- 623.462S 950 Sixth Avenue Suite 200 San Diego, Ca &for ni3 92101 (619) 232 -3233 FAX 619- 232 -3337 The C a1Gson Partner ship Ltd.. A Corporation IN CONSULTANTS IENISINGIMSNRINISMEINISIE Si REVISIONS NIMIONNONIERSNINSINNNINNISEMI No. Date item NI APPROVALS mozawmaamessownwaszen NAU$$ / WANZEA Project Architect ' fa LE$,TORRELL. /DIXON ►Drawn - Checked Approved 21021 RREG.`,TEiko ! RChl EC1 DAVID P. Ili Si: t \TATE OF WAS UNt11011 Registration .6666o Prriled No. !fir SNEET NC). 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PAN-r FRAME tax 4,1 ND, FAILS - -� 211 WD. 11 Po iSe43O.C: to IJoTE : RE+- 10vA,LE_ cr.ANN3 C CESlG- NJATED OPr01iJGS TO BE 12 "D,C- MAX, PlJ -=iOOR c MEZZANIJE RAILING @ MEZZANINE ^IoTE: I tovl2E o' 5TftlPlh)v Fog EIJT:RE L_EFW DH of kM PANTED 45• STRP 5EE SPECS F-OR FA \I T TYP STRIPE DET. AT ROOM 106 HOLLOW METAL WINDOW 3" .Ir -o4 DOOR FRAME F -ETOro DOOR RESL. TLE OR CCht. VIM EDGE STRA GLIiE -DOMH CARPET HASTC ELL CONCRETE SLAB }1 •.;i / CARPET / CONCRETE SLAB 1/ %UL-L SCALE DOOR HARDWARE LOCATIONS 42/17 on DOOR FRAA€ BEYOND DOOR - SEESr, D1LE METAL REDUCER STRP — PESLEM TLE OVER CONCRETE FLOOR RESILIENT TILE / CONCRETE 1 />_ FULL GALE: "Rities..--ov va•••'"^ '....ifr ,— 1 = 1 -U FRAMES % tp //�� e /2 STC� - e�F\ T Sf.' l: ODD�t";. ;Is. 9nOG ,I J 4,10 WOOD %� $ G. tr J,- — / • .' 0:-: _ �. C.LJK le; WAL.-1- A —/D HET: "i LIDS 1 T,D- CUR6, -- - a - t -- < s I 1 a 1 __ / N I ri : SF.4, i 1r 1111F0.1r L=1Yr e. • G.. _ 25 V4' TYP, D,N.O, �1 C -- - - -- 3 V2' P. 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'/A.3-- --__- - - - - 1 103, - - - - - - � - - - 1 ex's -I.*, vco‹, EPAIK k.IEAITI, ge-1VP Io3 a lo`i� • 106-A - A A A - 1 I_ - A A - - _ 2 /A_S 2/A,3 --- �Y;STdJ!o DooR, gEPAig -4 4 -r 4ERSTRIP I 2/A,3 SIM 2/A,3'.I1C,I �3l F3•iNT R_ ,g FR—"N'S 11'1 7111.F.T Fc.F.AX t:14 - - - - - -- 4 A - I 1 1 Z/A 5 51Ni. 2 /A.3 SIM. 21A.5-- __ 2 /A.3 - - — S - - - -- Tom' -`.., elo .• A 1 i _i - -.%' - -- I A 13 - -- F3 - X x - - -- _ x - -- IGS(x 1r, g - - 1. ,c fs L: - - -- 3 .2/A, 351M 2/A5 _- - -_._ - - --` -_ 69 l_ - -I - ---- 1 2/A.3�I"1 2 /A.g = 7 - ----- 2/A.5901 -- -- -- - ---- 2 /AS - - - -- --- - - - 8 /p r .xisTl l jxc - KE1 --,N ' aS g JIKp \ 1045A IC'd5 A ? I A 2 A - - i 2 2 /e., f, - k1 2/6.3 /6/ 16 /A.3 2o Mil1. me A.1, IA /A.3 - II DOOR TYPES A DOOR AND FRAME - MATERIAL AND FINISH H2t.L1-W MF71t- f A!Ni ; +'iii F ii +'vii�TGv .Hi14JVV h1C Al_ ,�L ✓` "'!GF'.: - " -tfiVr 3,..77,1:1.. DOOR SIZE - A. 31 - -,' t> G' • x .11_0,, otY�HFlA?J 4 \ tJo•T5 : 5. 4 D =TAIL qJ Fop, - rrPIGA:, H, O;JAp,E. LOCATIONS 1 nordstram �III�III�lif�l�l! j1° illlln11111�111�1iI�IIllliliijl; Ilffllt; tiII11�lil�Ili�IJt�ljl! I! I�IiIIIIIIII; �lil�lil�lll�lllllll�111�111111i1; 1; llllil�illillt�; l�lil�lllllil�ll�ill�ilil !lillil!�I� 7 ? 9 1r) 11 ..,.,.._ „. 12 N3T ?: If the micrcflimcd documcnt is less Neer thin this r.eticc, it Is cue to ti,c eus!lty et the cri'inFl corument. �_ -- _ 1 E L t UG ___ _- bl 8- — l LI 91 SL et Cl Zl ll 01 6 -f L 1 t. e I l) ■N',L, u I ilOiY! III J,■I�� 111 I !f'. Ilfi,l I!1 gIIIIIII:UI III1I!II1IIII1IIIIIIIII II' "i'JI!II I lilllil h I'1I ri.�lpli Illllllili II illlilllq�l'.IIL.'� ill I;IIY OF TUKWILA APPROVED rlov BUILDI Fi 151 N SYNCH :W1LA oCI 1 6 1959 PER.MfCEHTER REGIONAL DISPLAY SHOP EXPANSION TUKWILA, WASHINGTON BID AND PERMIT SET The Cailison Partnership Architecture Programming Planning Interior Design 1420 fifth Avenue 950 Sixth Avenue Suite 2400 Site 200 Seattle. Washington San Diego. California 9E101 92101 (206) 623 -4646 (610) 232.3233 FAX 206.673-4625 FAX 619- 232.3337 The Call.son Par nenh,P ttd . A Corporerkn Y CONSULTANTS ■ REVISIONS ! — No. Date Item ■ APPROVALS NAUSS / WANZER Project Architect BALES /TORIRELL /DIXON - Drawn Checked Approved 2102 htG;;IECED RCHITEL:i AVID P t NDSEV STATE OF VIASHINGTO: Registration O SHEET TITLE IISISSEBEZZEMINSIEWEENIM DETAILS 89060 10 -16 -89 POject NO. — - - Daft O SHEET NO A -3 00700 GENERAL CONDITIONS A. The AIA A201 "General Conditions for Construction ", 1987 edition shall govern the work. B. The following supplements the AIA A201 "General Conditions for Construction ", 1987 edition. All unaltered provisions shall remain in effect. 1. Delete subparagraph 3.7.1, and substitute the following: "3.7.1 Unless otherwise provided in the Contract Documents, the Owner will pay for the general plan check fee. The Contractor shall secure and pay for the building permit and for all other permits, governmental fees, licenses, and inspections necessary for the proper execution and completion of the Work." 2. Add the following new subparagraph to 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES: "3.12.12 If the Contractor fails to review Shop Drawings, Product Data, or Samples to determine their responsiveness to the Contract Documents, or fails to substantially respond to Architect's review comments prior to resubnittal, or if he makes submittals which substantially alter the Contract Documents, the Contractor shall reimburse the Owner for the charges of the Architect for extra services required to review such submittals." 01005 ADMINISTRATIVE PROVISIONS A. Separate Work: 1. Items noted Not In Contract (N..I.C.) will be furnished and installed under a contract separate from this contract. 2. Contractor's responsibilities for separate work: a. Verification that elements of separate work and work under this contract are compatible. b. 'Coordination of separate work and work under this contract to assure efficient and orderly sequence of installation of construction elements. c. Coordination of the installation, connection and placing in service of separate work and work under this contract which have interdependent elements. B. Use of Premises: 1. Contractor shall cooperate with Owner in ninimizing noise impacts on adjacent properties. Coordinate construction schedule and operations with the Owner. Applications for Payment: Submit three copies of each application under procedures of Section G1300 on AIA G702 - Application and Certificate for Payment, or a form approved by the Architect. C. D. E. Coordination 1. Coordinate work to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. 2. Coordinate space requirements for mechanical and electrical Systems. Make runs parallel with lines of building. Utilize spaces efficiently, and maximize accessibility for maintenance, repair, and other installations. 3. Execute cutting and patching to integrate elements of the Work. Remove and replace with new all ill -timed work. 4. Uncover defective and nonconforming work and provide samples as required for testing. 5. Seal penetrations through floors, walls, and ceilings. 01045 PATCHING AND REPAIR A. Repair existing surfaces and construction as necessary to make Work complete. B. Provide a smooth, even, and invisible transition to.new construction. When finished surfaces are cut so that an invisible transition with new work is not possible, terminate existing surface along the nearest breakline, joint, or corner. C. Major patching procedures shall be reviewed with the Architect, prior to proceeding. 01200 PROJECT MEETINGS A. Progress Meetings: Attend progress meetings called by the Owner throughout the progress of the work. 01300 SUBMITTALS A. Submittal Procedure: 1. Identify deviations from Contract Documents. Leave space for Contractor and Architect review stamps. 2. Review and sign each submittal prior to submittal to the Architect. Unsigned submittals will be returned by the Architect. 3. Unless specified otherwise, submit the number of submittals the Contractor requires, plus one which will be retained by the Architect Transmit each item to the Architect under AIA Form G810, unless approved otherwise. Include project name, Contractor name, subcontractor or supplier name, and drawing sheet, detail number, or specification section number corresponding to the submittal as appropriate. 5. Make submittals as required to cause no delay in the Work. Allow sufficient time for possible revision and resubnittal of rejected submittals. Coordinate submittal of related items. 6. Revise and resubmit rejected submittals as required to obtain approval, identifying changes made since previous submittal_ , B. Shop Drawings, Product Data and Samples: 1. Shop Drawings: a. Submit shop drawings in the form of one reproducible transparency and one opaque reproduction. b. Unless specified otherwise, shop drawings shall show quantities, materials, methods of assembly, adjacent construction, dimensions, and all other appropriate information to fully - illustrate the work. 2. Product Data: a. Mark eaclt copy to identify applicable products, models, options and other data; supplement manufacturer's standard data to provide information unique to the work. b. Submit the number of copies which Contractor requires, plus 1 copy which will be retained by the Architect. 3. Samples: a. Submit samples as specified in the technical sections. b. Include identification on each sample giving full information. c. Submit three samples, one of which will be retained by Architect, unless indicated otherwise in the technical section. C. Certificates: Submit the original signed version to the Architect. 01400 QUALITY CONTROL A. Standards: Comply with industry standards except when more restrictive toles..., -..s or specified requirements indicate more rigid standards or more precise workmanship. B. Perform all work to meet or exceed the requirements of all applicable codes, ordinances, laws, regulations, safety orders, and directives from authorities having jurisdiction over the work. C. Perform work with persons qualified to produce workmanship of specified quality. 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS A. Temporary Utilites: 1. Provide temporary utilities, services, and construction as required to perform the work. Coordinate all temporary facilities and controls with the owner. 8. Construction Cleaning: 1. Control accumulation of waste materials and rubbish. Periodically dispose of off -site. 2. Maintain areas free of dust and other contaminants during finishing operations. 01600 MATERIAL AND EQUIPMENT A. Delivery, Storage and Handling: 1. Transport and handle products by methods to avoid product damage. 2. Manufactured products shall remain in manufacturer's containers or packaging, until ready for installation. 3. Unless specified otherwise, store manufactured products in accordance with manufacturer's instructions. B. Product Options and Substitutions: 1. Furnish products specified. Substitutions will not he allowed until after the close of bidding. 2. Substitutions will be considered only for the following reasons: a. A product becomes unavailable due to no fault of the Contractor. b. Subsequent information or changes indicate that the specified product will not perform as intended. c. A substitute product will be in the Owner's best. interest. 3. Document each substitution request with complete data substantiating compliance of proposed substitution with contract documents. 4. A substitution request constitutes a representation that Contractor: a. Has investigated proposed product and has determined that it meets or exceeds, in all respects, the specified product. b. Shall provide the same warranty for substitution as for specified product. c. Will coordinate installation and make other changes which may be required for work to be complete in all respects. d. Waives claims for additional costs which nay subsequently become apparent. e. Agrees to pay all costs of redesign related to the substitution. 5. Substitutions will not be considered when they are indicated or implied on shop drawings or product data submittals. 6. Architect will determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection within a reasonable tine. 01700 CONTRACT CLOSEOUT A. Final Cleaning: i. Thoroughly clean all surfaces prior to final acceptance. 2. Remove waste and surplus materials, rubbish, and construction facilities from the site. B. Project Record Documents: 1. Maintain a complete sepia set of record drawing:: which clearly and neatly indicate exact installed locations of items which will be concealed in the work such as conduit, piping, ducts, reinforcing, mechanical and electrical equipment, and similar items. Show all changes from the contract documents, and all uncovered existing conditions which will be subsequently concealed. 2. Record drawings shall be used for no other purpose and shall be stored separately from those used for construction. 3. Documents shall be in same format as the Construction Documents. 4. Keep documents current; do not permanently conceal any work until required information has been recorded. 5. At Contract closeout, submit documents with transmittal letter containing date, Project title, Contractor's name and address, list of documents, and signature of Contractor. C. Submittals: 1. In addition to'submittals required by the Conditions of the Contract, and submittals required by Section 01300 - Submittals, furnish submittals required by governing authorities, and submit a final statenent of accounting giving total adjusted Contract Sun, previous payments, and sum remaining due. D. Operation and Maintenance Data: 1. Submit complete data for each piece of equipment and component used in the work. 2. Submit operation and maintenance data for mechanical and electrical systems. 3. Arrange in a binder with a section for each system. E. Warranties, Guarantees and Bonds: 1. Submit all manufacturer warranties. 2. Furnish written guarantee, from each subcontractor performing work covered by the additional guarantee requirements specified in the technical sections. Unless specified or approved otherwise, the guarantee shall commence on the date of Substantial Completion. 3. Each guarantee shall be signed, and shall state that the work under guarantee was installed in accordance with the Contract Documents, and that the work will be free from defects in workmanship and material for the period of time specified, and that all defects will be promptly repaired without additional cost to the Owner. F. Spare Parts and Maintenance Manuals: Provide products, spare parts, and maintenance materials in quantities specified in each Section, in addition to that used for construction of Work. Coordinate with Owner, deliver to Project site and obtain receipt prior to final payment. 02070 SELECTIVE DEMOLITION A. Demolish in an orderly and careful manner as required to accommodate the Work. B. Except where noted or specified otherwise, take possession of materials being demolished, and immediately remove from site. C. Where cut edges of the existing construction will be visible in the completed work, cut in uniform straight lines. Saw cut concrete. D. Repair all demolition performed in excess of that required, at no additional cost to the Owner. 03001 CONCRETE A. Summary: 1. New concrete curbs and footings. 2. Sealing of new and existing slabs. B. Quality Assurance: Perform concrete work in accordance with ACI 301, unless specified or noted otherwise. C. Materials: 1. Concrete: As indicated on the Structural Drawings: minimum concrete strength of 3000 psi, unless indicated otherwise. 2. Accessories: a. Admixtures: As indicated on the structural drawings. b. Concrete Reinforcing: As indicated on structural Drawings. c. Curing /Sealing Compound: North Coast Chemical Company, Inc. (Seattle, WA.) "Creteseal ". D. Installation: 1. In accordance with ACI 301. 2. Finishes: a. Formed Finish at Curbs: Plywood formed finish or equivalent. b. Finish at top of Footings: To match existing slab finishes. E. Concrete Curing: Cure with specified curing and sealing compound. Sealing of new and existing Slabs: 1. Clean existing and new slab surfaces. 2. Apply curing /sealing compound in accordance with the manufacturer's recommendations. 3. Apply 2 coats of curing /sealing compound to all interior slabs occupied by Nordstrom. 05500 METAL FABRICATIONS A. Summary: 1. Chain safety gates. B. Materials: 1. Chain: General purpose, 1/4 inch diameter, hot dip galvanized. C. Fabrication and Installation: 1. Fabricate chain sections with snap cnnnectors at the ends. 2. Install eye bolts at equal inteeeel7 op the end posts at either side o2 the rail opening, 3. Snap connect chain to eyebolts. 05510 DESIGN /BUILD STEEL EXIT STAIRS A. Summary: Design, fabrication and erection of exterior exit stair, landing, and associated hand and guardrails. B. Requirements for Design /Build exit Stairs and Railings: 1. Stair and rail'systems shall meet the requirements of Uniform Building Code, as modified by the City of Tukwila, Washington. Comply with building department requirements for review of stair shop drawings. 2. Stair and handrail systems shall be fabricated from galvanized steel to generally match the existing adjacent stairs, except as required to meet specified requirements: 3. Tread and stringer deflections shall be limited to 1/360 span under design live loading. 4. Stair treads and landing surfaces shall have non -slip finish. Risers shall be closed. 5. Handrails: a. Handrails shall be capable of resisting a point load of 200 lbs at any point and a uniform load of 50 plf in any direction without damage or permanent set. b. Changes in direction at top rails and wall mounted handrails shall be accomplished with uniform radius bends. Mitered connections are not acceptable. c. Railings snail have intermediate rails spaced as required to not allow a 6 inch sphere to pass through. 6. Stair and rail systems shall accommodate the surrounding construction indicated. All modifications to structure as required to support or otherwise accommodate the installation, shall be the responsibility of the Contractor. 7. Handrails may be mounted to the stairs, or to building walls at the Contractor's option. C. Shop Drawings: 1. Submit shop drawings for design /build stairs and railings. 2. Show materials, finishes, dimensions, fastening systems, blocking requirements, and connections to surrounding construction. 3. Show elevations and details. 4. Indicate welded connections using standard AWS welding symbols. Indicate net weld lengths. D. Materials: 1. Pipe: ASTM A53, Type E or S, Grade B; welded jointing; 2. Steel Plate, Bars, Shapes: ASTM A36. 3. Tubes: ASTM A500 or A501. 4. Bolts and Nuts: ASTM A307 5. Primer Paint: Rust resistant primer.. E. Fabrication: 1. Fabricate stairs and rails in accordance with approved shop drawings. Unless indicated otherwise, rake all work square, plumb, straight, and true. 2. Make exposed joints butt tight, flush, and hairline. 3. Unless indicated otherwise, weld permanent connections. 4. Grind exposed welds, or welds subject to abrasion, smooth. 5. Drill or punch all holes. Torch burned holes are not acceptable. 6. Provide galvanic isolation between dissimilar metals. 7. Prime steel components as specified in Section 09900. F. Installation: 1. Verify locations of inserts and blocking, prior to commencement of stair installation. • 2. Install all work of this section securely, in accurate alignment, and as indicated on the Drawings and approved shop drawings. 3. Perform field assembly in accordance with specified fabrication requirements. 4. Repair all damage caused by installation: retouch damaged prime finish. 06100 WOOD FRAMING AND SHEATHING A. Materials: 1. Wood F raming: Kiln dried 19% maximum moisture content; WWPA or TECO grade stamped, and graded in accordance with WCLIB grading rules. a. Structural Joists and Planks (2x5 through 4x16): Hem -Fir, Douglas Fir larch, or SPF: No. 2 or better. b. Studs (2x2 through 4x6): Hem -fir or SPF Stud grade c. Blocking: •Standard grade or better. 2. Plywood Sheathing: As indicated on the structural drawings. 3. Plywood Trusses: As indicated on the structural drawings. 4. Accessories: • a. Adhesive: Maklenburg Duncan MD400 or equal. b. Nails and Fasteners: In accordance with code requirements and structural notes. Use self taping screw fasteners into metal framing, hot dipped galvanized fasteners at exterior locations, ring shank nails at sheathing and underlaynent. B. Preservative Treatment: 1. For above ground use, use AWPA Treatment C -2 using CCA waterborne preservative with 0.25 pounds per cubic foot of wood retention. 2. Treated wood shall have a maximum moisture content of 19%. 3. Treated wood shall bear the quality stanp of an inspection agency approved by the jurisdictional code authorities. 4. Preservative treat all roofing nailers, curbs and other wood in contact with concrete and moist conditions. 5. Site treat saws: ends with preservative treatment. C. Installation: 1. Sheathing: a. All floor sheathing shala be glued and mechanically fastened to the floor joists. b. All sheathing shall be placed with 1/8 inch spacing at ends and 1/8 inch spacing at long edges. c. Secure sheathing with edges on firm bearing. d. Stagger end joints when possible. 2. Framing: a. Unless indicated otherwise, space studs at 16 inches on center. b. Perform in accordance with UBC chapter 23 code requirements. c. Place horizontal framing members crown side up. 3. Blocking: a. Install wood blocking to receive mechanical fasteners for support of plumbing and electrical fixtures and equipment, handrails, door stop plates, toilet accessories, and all other wall and ceiling mounted components. b. Install fire blocking to meet cede requirements. 06602 DESIGN /BUILD WOOD STAIRS A. Summary: Design, fabrication, and erection of wood mezzanine stair, railings, landings, support posts, and footings. B. Requirements for Design /Build Wood Stairs and Railings: 1. Stair and rail systems shall meet the requirements of Uniform Building Code, as modified by the City of Tukwila, Washington. Comply With building department requirements for review of stair shop drawings. 2. Stair and handrail systems shall be designed of wood as specfied in section 06100. I�I�i�I;I�IIi�l�l�l�l Ij- I�IiIII�I�I�ijI�I�IjI�I�I�I ;I�i�lll�i• III( il�l�! �I�I�III�I�III�I�III�I�i�I�II (Ilj II�III ��iI'IIUI jli i;ii,�i�I�i�l�l�i�l�ljl�i�l��l II�I� 2 ? n 5 6 7 8 9 In 12 NOT?: If the microfilmed eocumcnt is less clear thin this ' notice, it i3 Cue to the eullty et the cririnEl cocument. _ Z.; tC QG E t 81 0 91 SE bt CI Z'. n C11 6 e J u C e E ^• U II I'! 1II tln!li 1I i•I1I,!!Ilii .I lI iI�I!I 1 I 1! 11. „In l�I ltll 11 iftl...lr ,I I.III r; 3. Tread and stringer deflections shall be limited to 1/360 span under design live loading. 4. Risers shall be closed. 5. Handrails: a. Handrails shall be capable of resisting a point load of 200 lbs at any point and a uniforn load of 50 plf in any direction without damage or permanent set. b. Railings shall have intermediate rails spaced as required to not allow a 6 inch sphere to pass through. 6. Stair and rail systems shall accommodate the surrounding construction indicated. All modifications to structure as required to support or otherwise at.cormnodate the installation, shall be the responsibility of the Contractor. 7. Handrails may be mounted to the stairs, or to building walls at the Contractor's option. C. Shop Drawings: 1. Submit shop drawings for design /build stairs and railings. 2. Show materials, finishes, dimensions, fastening systems, blocking requirements, and connections to surrounding construction. 3. Show elevations and details. 06400 CUSTOM CASEWORK A. Summary: 1. Wor'r, counters in Rm =103 and shelving in Room =102; 2. Wall standards and brackets. B. Submittals: 1. Submittals shall be made in accordance with Section 01300 - Subrittals. 2. Shop Drawings: Show all casework configurations, construction details, materials and finishes. C. Materials: 1. Plastic Laminate: Formica, color "925 "Champagne ". 2. Prefinished Board: Pickering "Plyguard "; color to match plastic laminate. 3. Particle Board: CS 236 -66: Medium density; in compliance with HUD 24 CFR Part 3280.308 for formaldehyde emissions. 4. Plywood; PS 1; exterior grade; "A" grade face veneer where plastic laminate is bonded to the face; touch sanded. 5. Hardboard: Tempered, thickness as indicated. 6. Hardware: a. Casework Shelf Brackets: Metal pin style support; throne finish. b. Wall Standards: Heavy duty: surface mounted; Knape and 709t So. S3, or similar. c. P1a11 Standard Brackets: Heavy duty, size as indicated. D. Fabrication of Work Counter: 1. Fabricate in accordance with AWI standard section 400; custon grade, unless indicated or specified otherwise. 2. Unless specified otherwise, exposed surfaces shall be plastic laminate clad particle board. 3. Semi - exposed surfaces and exposed surfaces inside the cabinet bodies shall be fabricated of prefinished board with r. xposed edges banded with PVC tape to match face coloe 4. Countertops: Plastic laminate clad plywood, unless otherwise indicated. 5. Cabinet shelves shall be fabricated from 1" thick prefinished board and exposed edges banded with matching PVC tape. 6. Provisions for shelf adjustment shall be by drilling at 2 inches on center in the cabinet body for the placement of shelf support brackets. Provide four supports for each shelf. Drillings shall in straight even lines. E. Storage Shelving: 1. Shelving: 1" thick prefinished board with exposed edges banded with PVC tape to match face color. Wall Standards: 1. Provide surface mounted wall standards and brackets at locations indicated. 2. Coordinate blocking or stud placement as required to support wail standards. 07510 ROOF PATCHING A. Summary: Patching of existing roof only as required to accommodate new construction. B. Submittals: 1. Make submittals in accordance with 01300. 2. Shop Drawings: Indicate new drainage pattern proposed for the roof to acconodate new construction. C. Qualifications of Installers: 1.. Approved by manufacturer of the existing roof membrane to preform work on the existing roof membrane in such a manner that the warranty remains in effect. 2. Minimum of 5 years experience; use only competent and skilled roofers familiar with the products and the manufacturer's current recommended methods of installation. D. Patching of Existing Roof: 1. Remove existing roof materials as required to accommodate new construction. Demolition shall be in accordance with requirenents specified in Section 02070. 2. Provide new materials as required to form a complete and continuous roof assembly. 3. Provide additional tapered construction as required to form new non - ponding drainage patterns around now construction. 4. As much as possible, the new patching materials shall match existing materials in quantity and quality. 5. Perform work as required to maintain warranty of existing roof. Verify with Building Owner. 07620 A. B. SHEET METAL FLASHING AND TRIM Summary: Section includes vent stack flashing. Quality Assurance: 1. Unless indicated or specified otherwise, perform work in accordance with the recommendations of SMACNA. C. Materials: 1. Sheet Lead: Hard tempered, containing 4 to 6 percent antimony, 3.0 lbs per square foot minimum for exposed sheet. Soft lead sheet, 4.0 lbs per square foot minimum weight for concealed uses. D. Fabrication. and Installation: In accordance with SMACNA. 07900 SEALANTS A. Submittals: Submit the following under the provisions of Section 01300 - Submittals: 1. Product data including surface preparaticn and installation instructions. 2. Samples of sealant colors for selection by the Architect. B. Materials: 1. Sealant: Trento "Dymonmic ", Pecora "Dynatrol I ", Sorneborn "Sonalastic NP -I ", or approved; color as selected from the manuafacturer's standard. 2. Accessory Materials: a. Primer: Non - staining type, recommended by sealant manufacturer to suit application. b. Joint Cleaner: Hon- corrosive and non - staining type, recommended by sealant manufacturer.; compatible with joint forming materials. c. Joint Filler: Closed cell polyethylene foam; round profile; thickness: 130% of joint width. d. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. C. Preparation 1. Clean and prepare joints in accordance with manufacturer's instructions. Remove any loose materials and other foreign matter which might impair adhesion of sealant. 2. Apply masking tightly around joints to protect adjacent surfaces from excess sealant. 3. Prime as required for proper bond to substrate materials. UM OF TUKWILA APPROVED 110V :$ BU DI ' DI ON MEWED CITY0f(V .A OCT 161969 PERMIT CENTER COPYiaGIR 5196 THE CMUSoN R4RT!aRSHIP nord5trom REGIONAL DISPLAY SHOP EXPANSION TUKWILA, WASHINGTON BID AND PERMIT SET Callison Architecture Programrnc,g Planning Intr. for Design Graphics 1420 Fifth Avenue 950 Sixth Avenue Suite 2400 Suite 200 Seattle, Washington San Diego, California 98101 92101 (206) 6234646 (619) 232.3233 FAx 206.623 -4625 FAX e19 -232 -3337 • CONSULTANTS A REVISIONS No. Date hem ■ APPROVALS NAUSS /WANZER ProjeccArchitect Draw Checked Approved -. AVID P. UNDSEY STATE OF WASHINGTONi Registration N SHEET TITLE fASCHAPIMArimarammat SPECIFICATIONS 89060 Project No. 10 -16-89 Date . ',SHEET NO. ISHLAASsARDAFFAFAANyelipen A-4 7saamoommesszemAINAIMeasezfate1111 4. Place backing materials to achieve proper sealant width /depth ratios. Use bond breaker where required. D. Installation: 1. Install sealant in strict accordance with manufacturer's instructions. 2. Sealant beads shall have a sectional width to depth ratio of 2 to 1, except no bead shall have a depth greater than 3/4 inch. 3. Tool joints concave, unless indicated otherwise. Finish free of air pockets, foreign embedded matter, ridges, and sags. 08110 HOLLOW STEEL DOORS AND FRAMES A. Section includes: 1. Hollow steel doors and frames, and window frames. B. Submittals: 1. Submittals shall be made in accordance with Section 01300 - Submittals. 2. Submit product data for proposed doors and frames. C. Acceptable Manufacturers: Members ot the Steel Door Institute and of the National Association of Architectural Metal Manufacturers. D. Fabrication: 1. Doors: Minimum 18 gauge for interior doors; minimum 16 gauge for exterior doors; vertical steel stiffeners or resin impregnated kraft paper honey comb core; close top of exterior doors with inverted steel channel ;seal joints watertight). 2. Frames: Double equal rabbet design; 16 gage for .interior frames; 14 gage for exterior frames; fully welded construction. 3. Glazing Stops: Roll formed steel; rust inhibiting shop applied primer. 4. Fire Labeling: Doors and frames shall be labeled to meet the fire rating requirements noted. 5. Fabricate to accommodate hardware. Provide reinforcincr for hardware. 6. Finish: G60 galvanized finish at new exterior door and frame; shop prime all new doors and frames. Field painting of doors numbered 101 -A and 104 -A is specified in Section 09900. 08360 SECTIONAL OVERIIEAD DOOR A. Summary: Manually operated overhead sectional door assembly including sectional door, track, hinges and fixtures, all overhead mounting supports, counterbalance system and all other accessories required for a complete installation. B. Quality Control: 1. Installer Qualifications: Installation shall be performed by installers employed by the manufacturer's approved distributor. C. Submittals: 1. Product Data: Submit manufacturer's complete product literature indicating specified items and method of installation. 2. Sleep Drawings: Indicate details and dimensions of fabrication and installation, including locks, track mounting and supports. D. Overhead Sectional Door: Overhead Door Company, 420 series door. 1. Panels: 20 gage panels. 2. Size: As indicated. 3. Factory finish: Manufacturer's standard finish.. 4. Manual operation. 5. Hinges and Fixtures: Galvanized steel. 6. Track: 3 inch; "standard headroom" track. 7. Lock: Manufacturer's standard. E. Installation: 1. Install door assembly as indicated in accordance with manufacturer's installation instructions. 2. Install door free from warp, twists, or distortion. 3. Adjust mechanism so moving parts operate smoothly. 4. Repair damage to overhead sectional doors to match manufacturer's original finish. Replace components which cannot be properly repaired. 08700 HARDWARE A. Submittals: Submit to the Architect, in triplicate, a complete schedule of proposed finish hardware. Schedule shall be completely detailed, showing all items, numbers and finishes for all hardware for each separate opening. Any corrections or changes necessary in the schedule, to make it comply with the requirements of the drawings and specifications shall be made promptly. B. Keys x� Keying: Provide construction cylinders and keys. The Owner will furnish permanent cylinders and keys after contract closeout, C. Manufacturers: The following are manufacturer abbreviations used in the hardware groups. BE - FA - GJ - MCK - PE SA - TI - Best Folger Adams Glynn Johnson McKinney Pemko Sargent Tice D. Hardware Groups: Provide the following hardware groups for openings as scheduled on the drawings. HW -1 1 -1/2 PR BUTTS 1 LOCK ]. CYLINDER 1 WALL STOP 1 SILENCERS HW -2 1 -1/2 PR BUTTS 1 EXIT DEVICE 1 ELEC STRIKE 1 CYLINDER 1 CLOSER 1 KICK PLATE 1 FLOOR STOP 1 THRESHOLD 1 DOOR SWEEP 1 SET WEATHERSTRIP HW -3 1 -1/2 PR 1 1 1 3 HW -4 1 -1/2 1 1 1 1 1 SET BUTTS PRIVACY LOCK CLOSER KICK PLATE WALL STOP SILENCERS PR BUTTS LOCK CYLINDER CLOSER KICK PLATE SMOKE GASKETS CAICAOR A. • V. eU LsI • CO. TA2714 26D 4 -1/2 X 4 -1/2 7745 OB 26D L/C 1E64 26D 60W 32D TA2314 26D 4 -1/2 8804 -PTD 26D 310 -4 32D 1E62 26D EN350 -P9 10 X 2" LTDW 2D FB19X 26D 171A 315AN S88D MCK SA BE. GJ GJ X 4 -1/2 NRP MCK. SA FA BE SA TI GJ PE PE PE TA2714 26D 4 -1/2 X 4 -1/2 0165 LNL 261? EN350 -P9 10 X 2" LTDW 32D 60W 32D TA2714 26D 4 -1/2 X 4-1/2 7737 OB 26D 1E64 26D EN350 -P9 10 X 2" LTDW 32D S88D MCK SA SA TI GJ GJ MCK SA BE SA TI PE HW -5 1 -1/2 PR BUTTS 1. _.00K 1 CYLINDER 1 CLOSER 1 KICK PLATE 1 WALL STOP 3 SILENCERS HW--6 4 PR 1 1 1 2 4 HW -7 4 PR 1 1 2 4 HW -8 1 1 BUTTS LOCK CYLINDER SURFACE BOLT STOPS & HOLDERS SILENCERS BUTTS LATCH SURFACE BOLT STOPS & HOLDERS SILENCERS TA2714 26D 4 -1/2 X 4-1/2 7704 OB 260 1E64 EN350 -0 10 X 2" LTDW 32D 60W 32D T4A3786 26D 5 X 4 -3/2 7745 OB 26D L/C X OPEN BACK STRIKE 1E64 26D 13 -3710 26D F4OXS 26D T4A3786 26D 5 X 4 -1/2 7715 OB 26D X OPEN BACK STRIKE 13 -3710 26D F4OXS 26D EXIT ALARM EN550 L/C CYLINDER 1E64 26D REUSE BALANCE OF EXISTING HARDWARE HW -9 ALL HARDWARE BY DOOR MANUFACTURER HW -10 HW -11 BUTTS EXIT DEVICE CLOSER KICK PLATE WALL STOP SMOKE GASKETS 1 -1/2 PR BUTTS 1 EXIT DEVICE 1 CLOSER 1 KICK PLATE 1 FLOOR STOP 1 THRESHOLD 1 DOOR SWEEP 1 SET WEATHERSTRIP HM-12 1 -1/2 1 2 1 1 1 3 PR BUTTS LOCK CYLINDERS CLOSER KICK PLATE WALL STOP SILENCERS 08800 GLAZING TA2714 26D 4 -1/2 12- 8810 26D EN350 -P9 10 X 2" LTDW 32D 60W 32D S88D TA2314 26D 4 - -1/2 12 -8804 26D EN350 -P9 10 X 2" LTDW 32D FB19X 26D 171A 315AN S88D X 4 -1/2 MCC SA BE SA TI GJ GJ MCK SA BE SA GJ GJ MCK SA SA GJ GJ SA BE MCK SA SA TI GJ PE X 4 -1/2 NRP NICK SA SA TI GJ PE PE PE TA2714 26D 4 -1/2 X 4 -1/2 7726 08 26D 1E64 26D EN350 -0 10 X 2" LTDW 32D 60W 32D A. Materials: 1. Clear Glass: Float Glass: ASTM C1036, Type I, Class 1, quality q3; glazing select, clear; 1/4 inch thick unless .indicated otherwise. 2. Accessories: a. Setting Blocks: 70 -90 shore A hardness. b. Glazing Tape: Tremco "CCN" sponge, cr approved. B. Installation: 1. Unless specified otherwise, glaze in accordance with the current edition of the Flat Glass Marketing Association Glazing Manual. 2. Place setting blocks at 1/4 points. 3. Glaze units with glazing tape. 09111 LIGHTGAGE METAL SUPPORT SYSTEMS MCK SA BE SA TI GJ GJ. A. Performance Requirements: 1. Rating Requirements: Provide assemblies meeting the hourly fire ratings indicated on Drawings. Assemblies shall be approved by the local jurisdictional code authorities. 2. Seismic Requirements: Conform to the seismic requirements of the local jurisdictional authorities. B. Materials: 1. Light Gage Metal Framing: ASTM C645; galvanized; provide "C" shaped studs, U shaped runners and other sizes and . shapes as indicated on the Drawings and as required in the standards referenced. 2. Screws: Self tapping; low profile head. C. Interior Wall Stud Gages: Provide stud gages as required to provide a maximum deflection of 1/240 under a 5 pound per square foot uniform lateral load. D. Installation: Unless indicated or specified otherwise, perform work in accordance with ASTM C754. 2. .Install studs at 16 inches on center, unless otherwise indicated. 3. Provide double studs at each opening. 4. Secure runners to structure above, except Provide detailing to allow for deflection of building structure. 5. Screw fasten framing at each joint. 6. Provide bracing to meet seismic requirements. 7. Installation Tolerances: a. Install members to provide surface plane with maximum variation of 1/8 inch in 10 feet in ar. direction. b. Locate assemblies within 1/4 inch of re.,uired locations. J. 09260 GYPSUM BOARD CONSTRUCTION A. Quality Control: 1. Code requirements: Provide assemblies meeting the hourly fire ratings indicated. Assemblies shall be approved by the local jurisdictional code authorities. 2. Installation Standard: Unless specified otherwise, perform work in accordance with Gypsum Association 216, "Recommended Specifications for the Application and Finishing of Gypsum Wallboard ". B. Materials: 1. Gypsum Board: ASTM C36; 5/8 inch thick unless noted otherwise; provide type "X" in fire rated partitions. 2. Accessories: a. Trim: Concealed flange screw -on type; metal; GA 216. b. Joint Compound, Tape, and Finishing Compound: ASTM C475 and GA 216. c. Screws: ASTM C1002. n C. 09650 A. Installation: 1 Screw fasten board to framing, unless approved otherwise. 2 Finishing: a. Fire tape only, except that interior of Room 4101 and Room 4104 shall be fully finished with a light orange peel texture. b. Finished gypsum board surfaces shall have lightly textured surfaces free of ridges, joint marks, fastener depressions, and joint filler lines. Tapered hoard joints shall be taped, filled, and feathered to 12, inches either side of the joint. Non- tapered board joints shall be taped, filled, and feathered to 18 inches either side of the joint. RESILIENT FLOORING Materials: 1. Viny]. Sheet Flooring: Armstrong, Classic Corlon series, Suffield pattern, Color 86805 (Platinum). 2. Rubber Base: Straight style, 4 inch height, black color. 3. Subfloor Filler: White premix latex filler, mixed with water to produce a cementitious paste. 4. Primers and Adhesives: Waterproof; of types recommended by resilient flooring and base manufacturers for specific application. 5. Transition Strips: Rubber. or vinyl reducer strip, one inch wide x thickness to match flooring; square one edge, tapered opposite edge; black color. B. Rubber Base installation: 1. Install rubber base in strict accordance with manufacturer's instructions. 2. Install base on solid backing. Adhere tightly to wall and floor surfaces. 3. Install straight and level to variation of plus or minus 1/8 inch over 10 feet. 4. Fit joints tight and wottical. 5. Miter or cope inside corners for accurate fit. 6. Maintain minimum measurement of J.. 1:, -es between joints. 7. Coordinate installation of bee( rith w: rk of Section 09680 - Carpeting. C. Resilient Flooring Installation: 1.. Install subfloor filler to fill low spots, cracks, construction joints, holes ant other defects, and as required to adjust level to meet :.c;'sce;i . finishes. Feather to maximum slope of 1/8 irnce t 3 feet; float to smooth, flat, hard surface. Prohibit traffic over filler. 2. Install resilient flooring in accordance with the manufacturer's recommendations. 3. Terminate flooring at centerline of door opening. 4. Install edge strips at unprotected or exposed edges where flooring terminates. 5. Flash cove resilient flooring to a height of 4 inches; install metal trim at edge. D. Cleaning: 1. Remove excess adhesive from floor, base, and wall surfaces without damage. 2. Clean base and floor in accordance with manufacturer's instructions. 09680 CARPETING A. Materials: 1. Carpet: Designweave, Stratus series, color 719-96 (-Sedgef ield) . 2. Accessories: a. Adhesives: As recommended by the carpet manufacturer for installation under conditions of this project. b. Latex Underlayment: White premix latex filler. c. Edge Strips: Vinyl reducer strips; size and configuration as appropriate for conditions; black color. B. Preparation: 1. Clean floors of dust, dirt, solvents, oil, grease, paint, plaster, and other substances which would be detrimental to the proper performance of adhesive and carpet. 2. Fill low spots and cracks over 1/8 inch in width with latex underlayment. Provide transition to adjacent floor surfaces. C. Installation: 1. Adhesively install carpets in strict accordance with the manufacturer's recommendations. 2. Install edging strips where carpet terminates. D. Cleanup: 1. Remove threads with sharp scissors. Remove spots with manufacturer's recommended spot remover. 2. Thoroughly power vacuum entire surface using equipment with motor driven brushes. 0973:1 URETHANE FLOORING SYSTEM A. Section Includes: Fluid applied urethane flooring at Paint Storage Room 5105. B. Applicator Qualifications: Minimum of 5 years experience in the application of urethane flooring; approved by the manufacturer of the flooring materials. C. Submittal: 1. Make submittals in accordance with Section 01300. 2. Product Data: Submit product literature and application instructions. D. Warranty: Furnish manufacturer's standard 3 year warranty under the provisions of Section 01700. E. Flooring System: 1. Gacoflex System: "GW- 14--U" by Gaco Western, Seattle, WA (206/575-0450): a. First Base Coat: UB-64. b. Second Base Coat: UB -64. c. First Topcoat: UB -64. d. Optional Top Coat (Required): UA--75. e. Color: Grey. f. Accessory Materials: (1) Provide all related materials recommended and approved by the system manufacturer for the installation. Related materials shall include without limitation, primers, backer rod, sealants, adhesives, sheet and liquid flashing, and membrane reinforcements. (2) Aggregate: Crushed walnut shell. F. Preparation: 1. Protection: Protect all adjacent surfaces from overspray. 2. Cleaning: Thoroughly clean substrate surfaces of all dust, oil, grease, and other elements which would effect the bond of the waterproof materials. Sandblast if necessary. 3. Prepare cracks and joints as recommended by the waterproofing manufacturer. Fill all joints with sealant compatible with the urethane flooring. G. Membrane Application: 1. Apply urethane membrane in strict accordance with manufacturer's recommendations, unless specified otherwise. 2. Apply membrane as follows: a. First Base Coat: Minimum 1 -1/4 gallons per 100 square feet. b. Second Base Coat: Minimum 1 gallon per 100 square feet; embed evenly broadcast aggregate into wet materiel. c. Top Coat: 1 -1/4 gallons per 100 square feet. d. Optional Top coat (Required): Minimum 3/4 gallon per 100 square feet. 3. Cove urethane flooring up wall to form a minimum 10 -1/2 inch high base. 4. Provide reinforcement at all joints, changes in plane, drains, and other stress locations. H. Cleaning: 1. Remove all debris resulting from this work. IIIIIH IiIII!IIII.I 111!W,; Ii!!! W IIIi H!!ill!i!I!!I11j11111 !ll) T HII IIIIII !IIIIHI M I!liiiII V III,I�L�INili 111111111111H H III H j111 i a 5 6 7 . g. 9 NOT:: If the microfilmed document is less clear then this (4, t3 r. r- I notice it is cue to the quality cr the cri inel document. he c ee tG () tit fit Lt GI Sl alt t l ct tl UG E i'i11�.lii! 1 �I I��!I!I�II iiil 1 1 'Il 11 I I I I•. I i l ii i i I I !!� i i. ,� � � �i I illi�! IIIt�II�I�llli 'III;iii,���,li�lil� �lll! il!! IIII!! I! I! flllll�l! IIIiI! iII! IIIIIII� ,!II!I!'��,�I!I!i!i�lli, 1 1�1�111!I!i'I��ili!I i;ljlj!Ijj�I1 1 1r) 11 12 Y (■ G L ..:, () ii t ! I I Ii';III 2. Clean overspray from adjacent surfacer. Repair damaged adjacent surfaces to original condition. Protection: Protect flooring from damage during subsequent installation of equipment. 09900- PAINTING A. Quality Assurance: 1. Unless specified otherwise, perform painting in accordance with the "Custom" grade standards of the Architectural Spec:ii.cati.on Manual (ASM) of the Washington Chapter of the Painting and lecorating Contractors of Ameri ea . 2. Paint coatings shall be free of dust, dirt, flow lines, streaks, sags, blister. pinholes, runs, dust, dirt, or other surface imperfections. 3. .[n addition to the coats specified, provide additional coats as required to obtain adequate hide. B. Materials: Unless specified otherwise, provide premium grade products from manufacturers listed in the ASM manual. C. Surface Preparation: 1. Previously painted surfaces shall be scraped and wire brushed to remove al) loose paint and rust; spot prime exposed metal; glossy surfaces shall be sanded. 2. Wash all surfaces to remove all. dirt, dust, and foreign matter of any kind which may impair the proper adhesion of the finish. 3. All surfaces shall be clean, dry and free of foreign material, and surfaces made smooth, prior to the application of finish. 4. Steel and Iron Previously Painted or- Primed Under Other Sections: Remove rust and scale by wire brushing, sandblasting or by other means to clean surface. Remove dust, dirt, oil and grease; clean surface by solvent wash. At field welded. or abraded spots, apply a phosphoric acid etch solution let set for time recommended by acid etch manufacture; rinse with potable water and when thoroughly clry immediately apply a prime coat. Touch up damaged prime painted surfaces. Lightly sand all prime painted surfaces to receive paint finish. 5. Galvanized Steel: Remove surface contamination, wash metal with t.oluol or xylol, followed by wiping with a solution of 3 lbs. copper sulfate to 1 gallon of water, and fresh water rinse. 6. Concrete: Remove all contaminants including oil, grease, dirt, dust, etc., by washing and wire brushing, or sandblasting, as required to provide a surface for bonding of new coating . D. Special Application Requirements: 1. At ;.nteri or. gypsum wall board use roller application or use spray application followed by back rolling. 2. In addition to the paint coats specified, provide additional coats as required to obtain adeq ate hide. E. Systems: 1.. Gypsum Board - Latex System: a. System: 1 coat PVA primer, 2 coats of eggshell sheen latex paint. b. Location: Interior walls and ceiling of Room 4101. 2. Gypsum Board - Alkyd System: a. System: Provide PVA primer and a minimum of 2 coats of gloss sheen alkyd paint. b. Location: Interior walls and ceilings of Room 4104. 3. Ferrous Metal System - Alkyd System: a. System: Primer and 2 coats of semi -gloss alkyd paint. b. Location: Provide at metal fabrications, hollow metal doors and frames, and other ferrous metal surfaces as indicated. 4. Safety Striping: a. One coat, machine or brush applied, Alkyd Traffic Marking paint, yellow. b. Location: Floor of Room 4106. F. Color and Sheen Schedule: 1. Interior Paint: Benjamin Moore; 41555 (white). 2. Exterior Paint: Color shall match existing; semi -gloss sheen. 10800 TOILET AND BATH ACCESSORIES A. Provide Eobrick accessories as specified below: 1. Toilet Paper. Dispenser B -6977. 2. Sanitary Napkin Disposal: B -353. 3. Paper Towel Di.:,penser: B -262. 4. Grab Bar 8 -490. 5. Mirror: B -290 series, 18 x 36. 6. Soap Dispenser: 8 -111. 10999 MISCELLANEOUS SPECIALTIES A. Corner Guards: 14 gage galvanized sheet steel corner guards; 2" x 2" x full height ef opening; exposed countersunk screw fastenings at 12 inches on center each side; ease all edges. END tail' OF TUKWILA APPROVED Nov A1t' 8 BUILPi D ' . ION RECEIVED IVED CITY OF 'TUKWILA OCT 1 6 1989 PER1M14T CENTER COPYRIGHT ) 198 THE CAI.LISON PARTNERSHIP nordstram REGIONAL DISPLAY SHOP EXPANSION TUKWILA, WASHINGTON BID AND PERMIT SET Callison Architecture Programming Planning Interior Desion Graphics 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101 (206) 623-4646 FAX 206-623-4625 950 Sixth Avenue Suite 200 San Diego, California 92101 (519) 232-3233 FAX 613- 232 -3337 The Cannon iartnnslup ltd. A Co•po•dt.on 61 CONSULTANTS REVISIONS IMINGOIMMUIMEMEOMME No. Date item ® APPROVALS IEIEIIPAIIEIIMSINMIBSSIIECISZIIRIIIIXMII NAUSS /WANZER Project Architect Checked Approved 2702 REGIS AR' I r t;. ; DAVID P. LINDSEY STATE OF WASiii`!G it" Registration IR SHEET TiTI.F SPECIFICATIONS 830-00 Project No. SE SHEET NO. INKEIRMI A-5 10-16-89 Date CITY OF TUKWIU\ APPROVED NOV X19, yT' :. i .. al G DlViSION BUY P. c S a S 4 DM?' ae+r 4 • 3 •'r� the", '•:. Chen! Ysa Y. - w.:. yz. .. . s..�...� ,F . ,l..:Y.S - J�?" . .,�y`, . ��1;GttaT�{I:.�INC'•. � �v° .....�. ....h:.!rc'w..:?kn.' .x.,.:r',�' .�... J_.,. , ,. ..r_ `_.:.. - : ♦ .X _. �l':..d , t�:. . _ �, _� ._ . ?+ N _ _ ..eF ...�. :l_ ' � :,�.S ,._t _ . . ._ x. . _'a. 4 . �.� b� .f,. ?r r` S � �r .5i.+ Y �f... 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ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, AND UNIFORM BUILDING CODE, 1985 EDITION, AS AMENDED BY THE CITY OF TUKWILA. 2. DESIGN CRITERIA (PER TABLE 23 -C OF UBC) FLOOR L.L. STOCK AREAS 125 PSF 3. SHOP DRAWINGS PRIOR TO ANY FABRICATION. SHOP DRAWINGS FOR REINFORCING STEEL. STRUCTURAL STEEL, AND GLU -LAM BEAMS SHALL BE SUBMITTED TO ARCHITECT FOR THE ENGINEER'S REVIEW. SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMTTTAL_,SUPPLIERS INVOLVED IN THE DESIGN AND FABRICATION OF ITEMS SUCH AS WOOD TRUSSES SHALL SUBMIT CALCULATIONS AND DRAWINGS BEARING THE SEAL AND SIGNATURE OF A WASHINGTON STATE REGISTERED STRUCTURAL ENGINEER PRIOR TO FABRICATION. SHOP DRAWINGS BEARING THE SEAL OF A WASHINGTON STATE REGISTERED STRUCTURAL ENCINEER SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION. ..: s.'.-.z ,.>.Yd,S.ar..7sa.i%y'�x: .e�hff�1Y..(-I.+L..�,..slt:..r . -r. • ,. � �.w,.,i�: v i' -r. 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INSPECTION CONCRETE CONSTRUCTION AND JOIST PLACEMENT SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 305 OF THE UNIFORM BUILDING CODE BY A QUALIFIED TESTING AGENCY CERTIFIED BY THE TUKWILA BUILDING DEPARTMENT AND DESIGNATED BY THE ARCHITECT,THE ARCHITECT, STRUCTURAL ENGINEER, AND TUKWILA BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. 5. CONCRETE MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS -FREE, SURFACE WATER.WATER /CEMENT RATIOS FOR VARIOUS MINIMUM 28 -DAY COMPRESSIVE STRENGTHS (Cc) SHALL BE AS SHOWN BELOW. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS. MIX DESIGN SHALL BE ACCORDING TO PREMIX PLANT STANDARDS, AND SHALL BE SUBMITTED FOR REVISION PRIOR TO CONSTRUCTION. IN LIEU OF SUBMITTING SPECIAL CONCRETE MIX DESIGNS FOR APPROVAL, THE FOLLOWING PROPORTIONS FO WATER AND CEMENT MAY BE USED. F`C 3,000 MIN. NUMBER MAX. WATER OF SACKS CONTENT U.S, CEMEN1 PER GALLON PER CUBIC YARD 94 /LB. SACK 5 1/2 6 -1AX . GAL. OF WATER PER SACK OF CEMENT WHEN ENTRAINING AGENT 5 1/4 uSE ALL CAST -IN -PLACE CONCRETE (CONCRETE FOOTINGS, WALL, SLAB ON GRADE) A WATER- REDUCING ADMIXTURE. POZZOLITH (SEE UBC STANDARD N0.26 -9), USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE DESIGN MIXES UPON REVIEW BY THE ARCHITECT, AN AIR - ENTRAINING AGENT, CONFORMING TO THE UBC STANDARD NO. 26 -9, SHALL BE USED IN ALL CONCRETE MIXES FOR WORK WHICH IS EXPOSED TO EARTH OR WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5 PERCENT +/- I PERCENT VOLUME. 6. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO ASTM A 615 -82, GRADE 60. fy =60,000 PSI. EXCEPTIONS: BARS TO BE FIELD BENT AND /OR WELDED SHALL BE GRADE 40. fy 4 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 -79, AND SHALL BE 6 X 6 -W1.4 X 41.4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 - ?4 AND 318 -77. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 1' 6" MINIMUM.PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 1' S" MINIMUM, LAP ADJACENT MATS OF WELDED WIRE FABRIC 6 -INCH MINIMUM AT SIDES AND ENDS, NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. WELDING OF REINFORCING STEEL SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES, AND IN ACCORDANCE WITH AWS 012.1 -75 REINFORCING STEEL WELDING CODE. REINFORCING STEEL„ PR1OTECTION (UNLESS NOTED OTHERWISE); USE FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES IN DIRECT CONTACT WITH EARTH BEAMS, COLUMNS, AND SURFACES EXPOSED TO WEATHER (TO TIES AND STIRRUPS) SLABS AND WALLS (INTERIOR FACE) 7, STRUCTURAL STEEL STRUCTURAL STEEL FABRICATION SHALL BE BASED ON THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," 8TH EDITION. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. 8. CONCRETE COVER (MINIMUM) 3" 2" 1 1/2" 3/4" TYPE OF MEMBER A) B) C) D) E) ASTM SPECIFICATION PLATES. SHAPES, A36 ANGLES AND RODS PIPE COLUMNS A53 (TYPE E OR S, GRADE 8) STRUCTURAL TUBING 1300 (GRADE 8) (SQUARE OR RECTANGLE) ANCHOR BOLTS (UNLESS NOTED OTHERWISE) (EMBEDDED IN CONCRETE) CONNECTION BOLTS A307 (UNLESS NOTED OTHERWISE) (3/4 -INCH DIAMETER UNLESS SHOWN OTHERWISE) WELDING: SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE CITY OF TUKWILA. USE E ?OXX ELECTRODES. , WELDS SHALL BE 3/16-INCH MINIMUM, UNLESS OTHERWISE NOTED. ( NAL A.B.O. G 12. IFIeb �O 1.0 ) PLYWOOD FY 36 KSI 35 KSI 46 KSI PLYWOOD FLOOR SHEATHING SHALL BE (1 1/8") STRUCTURAL II TONGUE AND GROOVE WITH PANEL INDEX (2.4.1) AND SHALL CONFORM TO APA C-0 INTERIOR GRADE WITH EXTERIOR GLUE AND WITH UBC STANDARD 25 -9. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED.) FOR 1 1/8 -INCH PLYWOOD FLOOR: :OD • 16- INCHES O.C. AT SHEET EDGES UNLESS NOTED OTHERWISE. 100 • 10- INCHES D.C. AT INTERMEDIATE BEARING POINTS. 9. PREFABRICATED WOOD TRUSSES PREFABRICATED WOOD JOISTS SHALL BE MANUFACTURED BY TRUSS -JOIST CORPORATION. OR "APPROVED EQUAL." SHOP DRAWINGS SHOWING LAYOUT, DIMENSIONS, DETAILS, AND REQUIRED BRACING, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. THEY SHALL BEAR THE SEAL AND SIGNATURE or A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. 10. WOOD FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER ND. 16. LATEST EDITION, FURNISH TO THE FOLLOWING MINIMUM STANDARDS: STUDS., PLATES, AND MISCELLANEOUS LIGHT FRAMING: HEM -FIR NO. 1, MINIMUM BASIC DESIGN STRESS, FC =1050 PSI, OR DOUGLAS FIR NO. 2, FCm1000 PSI, FBx1450 PSI. MINIMUM NAILIN3 REQUIREMENTS: UNLESS OTHERWISE NOTED. MINIMUM NAILING SHALL CONFORM TO TABLE "NO. 25- P- NAILING SCHEDULE" OF THE UBC, AND AS FOLLOWS. BLOCKING BETWEEN STUDS - TOENAILS EACH END 2-10D DOUBLE TOP PLATES - LOWER PLATE TO TOP OF STUD 2 -16D ALL NAILS SHALL BE COMMON WIRE NAILS. WHENEVER POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED INSTEAD OF TOENAILS. THERE SHALL BE A MINIMUM OF 2 -INCH NAILS AT ALL WOOD CONTACTS AND JOINTS USING 8D NAILS FOR 1 -INCH THICK MATERIAL, 160 NAILS FOR 2 -INCH THICK MATERIAL, AND 400 NAILS FOR 3 -INCH THICK MATERIAL. ALL CONTINUOUS CONTACTS PROVIDE MINIMUM NAILS AT 12- INCHES O.C. WITH NAIL SIZES AS CALLED ABOVE. ALL WOOD STUD WALLS SHALL HAVE TREATED WOOD BEARING PLATES WHERE IN CONTACT WITH CONCRETE ATTACHED WITH 1 /2-INCH DIAMETER ANCHOR BOLTS AT 4'0" D.C., UNLESS NOTED OTHERWISE. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT 'WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE IN ACCORDANCE WITH AMPS -FDN. AND BEAR THAT QUALITY MARK. memo OCT 1 6 1989 PERMIT CENTER COPYRIOiIT cQ 198 THE CALL ISON PARTNERSHIP nordsfram REGIONAL DISPLAY SHOP EXPANSION TUKIIVB_A, WASHINGTON BID AND PERMIT SET The Caiiisan Partnership Architecture Propressi ns Plen+,tn0 Interior Movie, 1423 FIRh Avonta Hutt• 2400 $sottl.. 11.0h0n,04n 98101 (td) 823 -4848 no Col eon PxsoseeAlp, A taw:wettett ▪ i O 1SLFLTANT$ ineememeineemisesereamearemenetiertreo NGINEERS 1601 Firth Avenue, Suite 900 Seattle. Washington 96101-1825 208 823 0717 Fax 206 624 3776 es REVISIONS No. Coto Itaee In APPROVALS esassimesegwasentwiffensmoreseeecome NAUSS / WANZER Project Architect RPP Deepen Chocked Approved Eiygt&trotion FRAMING PLANS. SECTIONS, AND STRUCTURAL • NOTES 80060 Projeet No. OCT 16, 1989 Dots refohEET NO.scommureemmoomeemmwommommame S -1 LEGEND SYMBOL Wogs Ammo .._.. ...,y. Ye10. --- -0 V.T.R. loUP DN A, P' F, F. F. D. 47774 EINAIV 22/14 -CRP BRANCH FMA IN rci=b 0," Olio 8 /B '40- -NECK 5IZP NCHE. �- AIF: (JUAN TIT Y ( GFM C-- --- ^ ROUND DUCT DO V4I N `---- Lz RECTANGULAR DUCT °OWN DESCRIPTION ExI5rINCI WORK NEW WORK SANITARY WAST% PIPING VENT PIPING COLD WATER PIRINCa HOT WATER PIPINCj compRessED AR PIPING FLOOR DRAIN VENT THRU ROOF CLI± NOUT - FLUSH 1,4/FLOOR PIPING UP !WIPING DOWN BALL VA LV E CHECK VALve. ABOVE FINIJHED FLOOR FUNNEL FLOOR DRAIN GAS PIPING SPRIKLER PIPING PENDENT $PIRINK LER HEAP' TEE 1A/ONE CAPPCID END CO3 R5 tAI /ONE CAPPED END SUPPLY DUCT UP SUPPLY DUCT DOWN IqETURN/E.XHAUST DUCT UP OR CEILING RETURN /ExH. GRILLE/REGISTER RETURN/EXHAUST DUCT DOWN DUCT RISE IN DIRECTION OF ARRON DUCT DROP IN DIRECTION OF ARROW SOUNDLINED DUCT FLEXIBLE CONNECTION TURNING VAS MOTORIaE.D tDuc- PAMPER VOLUME DAMPER SACKDR'AFT DAMPER (B.D -D.) p'IRE DAMPER (F.D.) SMOKE. DETECTOR CEILING DIFFUSER W/FLEX. DUCT ( TIDE OR TOR INLET, PEPGNDING ON CONDI TION B ) SMOOTH TRANSITION FROM 26/16 TO 22/14 1011 !N510E DIAMETeR DUCT SINGLE OR DOiJ8L e., LINE, (t3 DENOTES FLAT OVAL DUCT )4\ 2G 11 BY 1�-II INSIDE DIMENSION DUCT; SINGLE OR DOUBLE LINE.. CONICAL TAP OR TEE. FOR ROUND DUCT. 4S° ENTfY TAP OR TEE. FOR RECTANGULAR DUCT'. CONICAL TAP OR TEE go° STRAIGHT TAP OR TEE 45° TEE. 4.50 ENTRY TAP (RECTANGULAR DUCT RFrCTANGULAF' TO ROUND TRANSITION 12%4" 4li SUPPLY REGISTER GRILLE. REGI5 T ER OR DIFFUSER TYPE. OR HAW DUCT CONNECTION To E.R. ME CHANT COL EG/UIPM�NT TA ® T HERMQS TAT CAIC!•glr A. C 1. IIV7.3•,11111 Co. • r, :i; .F, tc6,0:4 0.g- �;M.:'';Y .ersc x „saN" TTµ. III! !II;II I; !1 O14 T11'!,rlr .. 40 Uf: 1 MECHANICAL SPECIFICATIONS USUAL 1. COORDINATE WORK WITH THAT OF OTHER TRADES TO ENSURE PROPER ADEQUATE INTERFACE 3F THEIR WORK WITH THE WORK OF THIS SECTION. 2. USE SUFFICIENT JOURNEYMAN WORKMEN AND COMPETENT SUPERVISORS IN THE EXECUTION OF THIS WORK TO ENSURE PROPER AND ADEQUATE INSTALLATION THROUGHOUT. 3. CUTTING AND PATCHING: A. DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL MATERIALS AND SYSTEMS SPECIFIED AND SHOWN ON THE DRAWINGS. B. CUTTING SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER LIMITING SCOPE TO ONLY THAT WHICH IS NECESSARY TO ACCOMPLISH THE NEW WORK. REMOVE ALL CUT MATERIAL FROM SITE. PATCH TO MATCH EXISTING. C. DO NO CUTTING OF STRUCTURAL MEMBERS WITHOUT PERMISSION OF THE OWNER. D. TAKE PRECAUTIONS TO PROTECT BUILDING, CONTENTS AND OCCUPANTS AND REPAIR TO LIKE -NEW CONDITION OR REPLACE IF DIRECTED, ALL DAMAGE TO BUILDING AND THEIR CONTENTS. 4. THE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING A BID AND NOTE ALL CONDITIONS AFFECTING HIS WORK. NO EXTRAS WILL BE ALLOWED FOR COORDINATION OR RELOCATION OF EXISTING CONDITIONS NOT SHOWN ON THE DRAWINGS. FIELD VERIFY LOCATIONS OF EXISTING WORK. 5. PROVIDE ALL RACKS, STANDS AND SUPPORTS FOR MECHANICAL EQUIPMENT, PIPING AND DUCT WORK AS REQUIRED. 6. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR DAMAGES CAUSED TO THEIR WORK AND THAT OF OTHER TRADES, IN THE EXECUTION OF THEIR WORK, AND SHALL MAKE, OR PAY FOR, ALL NECESSARY REPAIRS TO RESTORE DAMAGE TO LIKE -NEW CONDITION AT NO COST TO THE OWNER. E .Q4P.._ O.F WORK THE PARTY PERFORMING WORK OF THIS SECTION, REFERRED TO AS "CONTRACTOR," SHALL FURNISH ALL MATERIALS, TOOLS, EQUIPMENT, AND PERFORM ALL LABORS, SERVICES, AND PAY ALL COSTS AS MAY BE NECESSARILY EXPENDED FOR A PROPER, WORKMANLIKE, AND OPERABLE INSTALLATION AND THE COMPLETION OF ALL MECHANICAL AND RELATED WORK, AS SHOWN ON THE DRAWINGS, AS SPECIFIED, AND /OR AS INDICATED THEREBY. PROVIDE DEMOLITION, REMODELING AND NEW IIVAC, PLUMBING AND FIRE PROTECTION WORK AS INDICATED ON THE CONTRACT DOCUMENTS. DEFIUITION DEFINITIONS USED SHALL BE AS FOLIOWS: A. PROVIDE: FURNISH, INSTALL, AND MAKE READY FOR SERVICE B. EXPOSED: VISIBLE FROM OCCUPIED AREAS C. CONTRACTOR: PARTY DOING WORK UNDER THIS SECTION D. OR EQUAL: EQUIVALENT AS REVIEWED BY THE ARCHITECT DRAWINGS THE MECHANICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC, COMPLETE DETAILS OF THE BUILDING WHICH AFFECT THE MECHANICAL INSTALLATION MAY NOT BE SHOWN. FOR ADDITIONAL DETAILS, THE CONTRACTOR IS REFERRED TO THE ARCHITECTURAL, ELECTRICAL AND OTHER TRADE DRAWINGS. IF ERRORS, OMISSIONS, OR CONFLICTS BETWEEN THE DRAWINGS AND /OR SPECIFICATIONS OCCUR, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO BIDDING'. NO EXTRA PAYMENTS WILL BE ALLOWED WHERE OBSTRUCTIONS IN /THE WORK OF OTHER TRADES, EXISTING STRUCTURAL CONDITIONS OR WORK UNDER THIS CONTRACT, REQUIRE OFFSETS IN PIPING OR DUCTWORK. MATERIALS AND I:,O iPMEN. ALL MATERIALS SHALL BE U.S. ;HOP DRAWINGS U SHALL BE NEW AND OF COMMERCIAL QUALITY. THEY MADE AND BEAR U.L. LABEL WHERE APPROPRIATE. FIVE COPIES OF SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. OBTAIN REVIEWED SHOP DRAWINGS FROM ARCHITECT BEFORE ANY WORK IS STARTED. SHOP DRAWINGS SHALL INCLUDE MATERIAL SUBMITTAL AND EQUIPMENT LIST. CODES. ORDINANCES AND? REI*ITTE ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. TAKE OUT AND PAY FOR ALL INSPECTION FEES AND PERMITS. COMPLIANCE WITH CODES AND ORDINANCES SHALL BE AT THE CONTRACTOR'S EXPENSE. TAKE OUT AND PAY FOR ALL REQUIRED PERMITS AND FEES. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WJRKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEP"_'ANCE END SHALL AGREE TO REMEDY, WITHOUT DELAY OR EXPENSE TO THE OWNER, ANY DEFECTS PROVIDED THAT IN THE JUDGEMENT OF THE ARCHITECT, SAME ARE NOT THE RESULT OF MISUSE JR ABUSE. AS- rJUI1,T Ih).R WINGS THE CONTRACTOR SHALL KEEP A SET OF REPRODUCIBLE DRAWINGS AT THE SITE DURING THE PROGRESS OF THE WORK AND SHALL RECORD ALL LOCATIONS OF PIPING AND EQUIPMENT. THESE PLANS SHALL BE KEPT U1� TO DATE DAILY. DELIVER THESE AS -BUILT REPFcODUCIBLES TO THE ARCHITECT AT THE COMPLETION OF WORK, PRIOR TO FINAL INSPECTION. QEI�ULITZO1( REMOVE, ALTER OR EXTEND ALL EXISTING WORK NOTED ON DRAWINGS, OR AS REQUIRED TO FIT NEW WORK. WORK NOT SHOWN ON DRAWINGS, THAT INTERFERES WITH NEW WORK SHALL BE ALTERED OR RE- ROUTED AS NECESSARY TO FIT NEW WORK, AT CONTRACTOR'S EXPENSE. INCLUDE CUTTING AND PATCHING OF EXISTING FLOOR SLABS, WALLS, ROOFS, ETC. THE DRAWINGS DO NOT SHOW ALL EXISTING WORK THAT WILL BE REMOVED. CONTRACTOR SHALL VISIT SITE TO DETERMINE THE EXTENT OF ALL SYSTEMS NOTED TO EE REMOVED OR ALTERED. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENT OF GENERAL DEMOLITION WORK. M CH_AMXCAL E A. SEWER PIPING: BELOW GROUND SEWER, PIPING SHALL BE STANDARD WEIGHT CAST IRON SOIL PIPE AND FITTINGS. 1. JOINTS: a. ALL CAST IRON PIPE JOINTS TO BE CAULKED. CAULKED JOINTS TO BE FIRMLY PACKED WITH QAKUM AND SECURED WITH CAULKING LEAD NOT LESS THAN 1" DEEP AI''t) MADE IN ONE POUR WELL CAULKED. TYSEAL OR NO -HUB JOINTS MAY BE USED AS APPROVED BY CODE, b. ALL JOINTS TO BE WATER AND GAS TIGHT. c, JOINTS BETWEEN STEEL PIPE AND CAST IRON MAY BE CAULKED OR SCREWED. d. SCREW JOINTS SHALL BE AMERICAN STANDARD WITH ALL BURRS REMOVED BY REAMING. rxiy..Cr'�ittk` r,: Warr. EEEE.s. EE ,4u:EE1:Y..ta, EEEEs:r.EEE.toEEbi %`�:!`fYa esl�fi"..�X: °"' ...,.. ,�:.. .. E _... , ,- EE ' y�c.. ;. , I' I 11 �� I� � ! i� I l i I .r:�9ds"�rah.a+�3' r7zr��. �`�r�:�°.�rr�.�5ry.:.,�,.��,�'�' `" "l.i� ^rtr.�,v;+. uc.•iati]V��r<.6rr�cx I.I If 1IN E IiiN IIN1N i11Illijiii1IIIIIII IIIIIIIII�IH II111IIIIIIIII1 IIIIIIIIII;IIII1IIIIH IIIIIIN1 liE E I;III!IIIIIIIIIo il;�II;II�{ EE E1 ;I1I;EINI I 1 I I { I ! I I 1 I �I 5 F, NOT _: If the rnicrcfilmcd c'ocument is Tess clear then this notice, it is c'ue to the cuality cr the cririrrel c'ccvment. kI, Jl IIIi'I'IIII�II!!I;ifi �!il'I� 1 ��ii 1 c(: e�; t� OG f-I W it 9t ;I hl et ZL 1. pi, 6 f? L 11111AI: . III: I' Ilil. tllHILliiill :Il,nIi�I:IW111l1ll. Hii,r lIIIII;I�I;IIIi�IIIIII illll�lijlll�.• �I e l ". •I•.� ��Iii; I�III�iIIIIIUI�i�ill!III1In1ll� 1111��!1 B. 2. 3. PITOLEAL PITCH ALL PIPING 1/4" TO 1'. MAINTAIN UNIFORM PITCH. ALL SEWER PIPING STUB SHALL BE LOW ENOUGH TO ALLOW FUTURE EXTFVS I ON BY TENANT TO ANY LOCATION IN THAT TENANT'S SPACE. ELE NOUxs: a. PROVIDE ALL CLEANOUTS REQUIRED BY CODE SHOWN ON PLANS, OR WHERE NECESSARY FOR CLEANING= vF PIPE. CLEANOUTS UNDER CONCRETE SHALL HAVE A FLUSH PLATE AT FLOOR LINES. b. CLEANOUTS, DRAINS SHALL BE J.R. SMITH, JOSAM, ZURN, WADE OR BLAKE. J.R. SMITH NUMBERS ARE GIVEN TO ESTABLISH TYPE AND QUALITY ONLY. INTERIOR CLEANOUTS SHALL BE 4020 SERIES, NICKEL BRONZE. NdD__QOMPRESSED AIR PIPING: 1. PIPING ABOVE GROUND SHALL BE TYPE L HARD DRAWN COPPER TUBING, 2. FITTINGS SHALL BE WROUGHT COPPER FITTINGS. 3. VALVES SHALL BE GATE THROUGHOUT. 4. JOINTS SHALL BE SOLDERED USING 95/5 SOLDER. 5. rIPE THROUGH WALLS OR CEILING OR FLOORS SHALL BE PROTECTED FROM BREAKING WITH SLEEVES. 6. PITCH ALL PIPING TO DRAIN (1" IN 40'). 7. ALL PLUMBING SHALL BE INSTALLED PER UPC. 8. TEST PIPING SYSTEM TO 150 PSI. REPAIR ALL LEAKS. 9. INSULATE ALL WATER PIPING WITH 1" THICK FIBERGLASS INSULATION WITH ASJ. C. PRI:NKLER REVISION: 1. PIPING FOR RELOCATED SPRINKLER HEADS SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED JOINTS. 2. NEW HEADS SHALL MATCH EXISTING. 3. MODIFY EXISTING SYSTEM TO ACCOMMODATE NEW PARTITION LAYOUT AND OTHER ARCHITECTURAL CHANGES. PROVIDE ALL WORK IN COMPLIANCE WITH NFPA 13 AND TUKWILA FIRE MARSHAL REQUIREMENTS. SUBMIT SPRINKLER SHOP DRAWINGS TO TUKWILA FIRE MARSHAL FOR REVIEW AND APPROVAL PRIOR TO PERFORMING WORK. COORDINATE SPRINKLER WORK WITH WORK OF OTHER TRADES. D. andaiiAL.S.M._PIPIEWEE 1. FURNISH PIPING MATERIALS AND FACTORY FABRICATED PIPING PRODUCTS OF SIZE, TYPES, PRESSURE RATINGS, AND CAPACITIES AS INDICATED. WHERE NOT INDICATED, PROVIDE PROPER SELECTIONS AS DETERMINED BY INSTALLER TO COMPLY WITH INSTALLATION REQUIREMENTS. FURNISH MATERIALS AND PRODUCTS COMPLYING WITH ANSI B31.2 WHERE APPLICABLE, BASE PRESSURE RATING ON NATURAL GAS PIPING SYSTEM MAXIMUM DESIGN PRESSURES. FURNISH SIZES AND TYPES MATCHING PIPING AND EQUIPMENT CONNECTIONS; PROVIDE FITTINGS OF MATERIALS WHICH MATCH PIPE MATERIALS USED IN NATURAL GAS PIPING SYSTEMS. WHERE MORE THAN ONE TYPE OF MATERIALS OR PRODUCTS ARE INDICATED, SELECTION IS INSTALLER'S OPTION. 2. BUILDING DISTRIBUTION PIPING: A. PIPE SIZE 2" AND SMALLER: BLACK STEEL PIPE. PIPE WEIGHT: SCHEDULE 40 FITTINGS: MALLEABLE IRON THREADED. B. PIPE SIZE 2 -1/2" AND LARGER: BLACK STEEL PIPE. PIPE WEIGHT: SCHEDULE 40. FITTINGS: SO"KET- -WELD, CONFORMING TO ANSI B16.11. 3. GAS VALVES:, A. GAS VALVES 1.1/2" AND SMALLER: 175 PSI NON - SHOCK WOG, BRONZE STRAIGHTWAY, FLAT OR SQUARE HEAD, THREADED ENDS. B. GAS COCKS 2" AND LARGER: 175 PSI NON -SHOCK WOG, IRON BUOY BRONZED MOUNTED, STRAIGHTWAY COCK, SQUARE HEAD, FLANGED ENDS. C. INSTALL AT BRANCHES AND RISERS AS INDICATED. LOCATE WHERE EASILY ACCESSIBLE AND WHERE THEY WILL BE PROTECTED FROM POSSIBLE INJURY. 4. INSTALL NATURAL GAS PIPING IN ACCORDANCE WITII APPLICABLE CODES AND LOCAL UTILITY COMPANY REQUIREMENTS. 5. USE SEALANTS ON METAL GAS PIPING THREADS WHICH ARE CHEMICALLY RESISTANT TO NATURAL GAS. USE SEALANTS SPARINGLY, AND APPLY TO ONLY MALE THREADS OF METAL JOINTS. 6. REMOVE CUTTING AND THREADING BURRS BEFORE ASSEMBLING PIPING. 7. GROUND GAS PIPING ELECTRIrCALLY. AND CONTINUOUSLY WITHIN PROJECT AND BOND TIGHTLY TO GROUNDING CONNECTION. 8. INSTALL DRIP -LEGS IN GAS PIPING AT ALL EQUIPMENT AND WHERE REQUIRED BY CODE OR REGULATION. 9. INSTALL "TEE" FITTING WITH BOTTOM OUTLET PLUGGED OR CAPPED AT BOTTOM OF PIPE RISERS. T.O. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED TOGETHER. 11. INSTALL PIPING WITH 1" DROP IN 60' PIPE RUN (0.14 %) IN DIRECTION OF FLOW. 12. EQUIPMENT CONNECTIONS: CONNECT GAS PIPING TO EACH GAS -FIRED EQUIPMENT ITEM WITH DRIP LEG AND SHUT OFF GAS COCK. 13. PIPING TESTS: TEST NATURAL GAS PIPING IN ACCORDANCE WITH ANSI B31.2 AND LOCAL UTILITY REQUIREMENTS AND TO A MINIMUM 10 PSI. E. PUCrl' NBE . 1. ALL DUCTWORK SHALL BE INSTALLED PER UMC 1988 AND /OR SMACNA LOW PRESSURE DUCT REQUIREMENTS, WHICHEVER IS MORE STRINGENT. F. SkISKI RESTRAIN G. PR.OVTDF. SEISMIC RESTRAINTS DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES FOR ALL FANS, UNIT HEATERS, WATER HEATERS AND SPRINKLER PIPING. PROVIDE SWAY BRACING ON ALL PIPING PUNS OVER 40' IN LENGTH. c2N 'RQ$$: 1. PROVIDE TEMPERATURE CONTROLS FOR UNIT REAPERS. CEIVED CITY "•lA OCT 16 1989 PERMIT CENTER COPYRIGHT ® 198 THE CALLISON PARTNERSHIP nord5trarn REGIONAL DISPLAY SHOP EXPANSION TUKWILA, WASHINGTON BID AND PERMIT SET • The Callison Partnership Architecture Programming Planning Interior Design Graphics 1423 Tl'ird Avenue Suite um Seattle, IA'ashington 98101 (206)62346 950 Sixth Avenue Suite 200 San Diego, California 92101 (619) 232 -3233 The CaIIi ;on Pa'• tnership Ltd., A Corporation • CONSULTANTS SWJAMMINSMIMINCZN 1 HARGIS ENGINEERS MECHANICAL / ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206.682.6452 di REVISIONS No. Date Item Elii APPROVALS NAUSS /WA;'.JZER Project Architect R.CORWIN Drawn R.CORWIN Checked Approved Registration SHEET TITLE MECHANICAL LEgENp, DETAILS 89060 10116/89 Project No. Date IR SKEET NO. M -1 0 DUCT UP 45° SLOPE. 3 ri.-\\ HOOD DETAIL M ° 4 f NO SCAL!*_ CA AO[ •• 4[. [VMU[4 CO. GALV. METAL I„6 I1 A.F.F, I8x18(LINED) FLEX. CONN. LAP M IMP BDD 511 FLUE UP UPTu -U gt.rr 4 W V.451 P. PFOOVIDE N /jli� -(R. t 1.5 RADIUS ELBOW .- -16114) DUCT UP TO EF-5 ON ROOF czn 4 E F -3 FAN SWITCH LOGAriON (5I~E ELECT. DWG 5,) 4aI„, ,1 , �1_HPI BOTTOM AT 01- &"A,FF, Blx 31 -411 EXH. LOUVER ( CSI 4157) MIN. 44% FREE. AREA L eDD 20x c,.I,o 1,5 RADIUS 1 ELBOW —' —LINED 3h x36 PLENUM . (sL: PE BOTTOM DONN `TOWARD LOUVER LINED) 0 ck(4L4T 1-I077 W' x 6'! PIACf" rv/ L 'J t2.IIx6Il R, N lr H i2" xGi" I'2F'CI ISTive UP TI4AN5ITION TO 1011 q' t7UGr UI% -'WJ RF vt/ 5) gc P. CONNEc.T TO E F-- 2 ON ;ROOF, 11 , ;?AMF - >i"rT,, -1 -1- 12.IIAPP) 16 )00 LINED E3OOT N N '-.NIGHT 5ETMACK T'STAT. PROVIDI =- IN/ BATTERY LOCK 4 ALL IZEG O RELAY) 12x6 TRAN 5I TION IS)IO (LINED) IC X12. PE R FO?ATE. 0 FACE GG,. �12x I2 PERFORATED FACE GG. x le? IX) (5EE ME}r�:4 . PLAN ) x 1G EXH. REGISTER N/ BOTTOM AT Gil A.F,F '18 x Ie E,IZ. N/ BOTTOM AT 811A.P,F, FAN SNITCH LOCATIQN (51:°: ELECT. DNGS. ) '-24x 24 TRANSFER' GRILLE. ( BOTH 510E5) N/ BOTTOM Ai 71--6n A. F. ) FLUE UP - l6 xI2. GG ERr: FACE ) iGxIO LINED 130.1- :.5+'.f.`iri..,uiLtr"Jdai'ehy / rlirdlX Fli"u!S!F'!}alr. I ''';• r ,f . :• .u'w , r s3 € t I I I; � II I i1!JIII ! Ijl1l1l I !II1IIf 1 (!1 I II l f I ( � I111 I li{I 0 2 5 6 7 8 I i! ':. i1lll'I'11f: srliill;ssnl r«as�va 11 N:.1•(.II f.f VNdrlr 12 40 NOT'=: If the microfilmed c'ocument is less deer then this ncticc, it is Cue tc the cuelity cT the crinin l c'ccument. }i•. f!i I �!ll!I i! ,f!II 1 1 !1III!�i J L 1111,1 t'c' EL tG OG tst tat Gl 9t fit C,L Zl It OL 6 f? I i �II�I!I'I1,11 i!�Iillllll I�I;jIIIIIII�III II!�III!IIIII!1!ljj1l�Iii 11�'!Illililll ll IIli1; 1r1 l!!II ilil 1!!:111111 IIIIII!i I, 111111 u 1 I.1111111i1 11t1ll Illltii.,iil • rT.t, 11;' iII111lI1 I' {Illil'I :ii�{II! i1, ;III!!Ililil!illlli!ii!Il {I 1TH 11"111 UNIT HEATER INV L. UC UP THRU ROOF 0 EQUIPMENT SCHEDULE E^...1 TOILET EXH — COOK GEMINI 4-15A, WITH INTEGRAL CEILING GRILLE, 100 CFM @ 1/4" S.P., 63W MOTOR, 1550 RPM, WITH BDD, 120V/10, WITH TIME DELAY SWITCH TO RUN FAN 5 IMIN. AFTER SWITCH IS TURNED OFF. EF -2 PAINT STORAGE EXHAUST — COOK 90R 15D 400 CFH @ 3/8" S.P., 1/10 HP, 120V/10, 1550 RPM, WITH CURB. FAN CONTROLLED BY LIGHT SWITCH. EF -3 HOOD EXH — COOK ACE —B 180CB5, 2400 CFM @ 1/2" S.P., 1055 RPM, 1 /2HP, 120V/10, WITH BDD, WITH CURB. FAN CONTROLLED BY WALL SWITCH. EF -4 FIOOD EXH COOK ACW—D 150W -10D, 1600 CFH @ 1/2" S.P., 1/3 HP, 120V /10, 1075 RPM. FAN CONTROLLED BY WALL SWITCH. Ex--5 ROOM 108 EXH — COOK 135 SQI—B, SET FOR .600 CFM @ 3/4" S.P., 1512 RPM, 0.44 BHP, 1 HP 480V/30 MOTOR, FAN SHALL HAVE CAPACITY OF 2100 CFM 0 1,25" S.P. (1.OBHP) . LINE HOUSING, PROVIDE FLEX DUCT CONNECTIONS, SPRING VIBRATION ISOLATORS. MOUNT FAN MIN. 8' ABOVE MEZZ. FLOOR. EF--6 EF°-7, 8, 9,10 ROOMS 101, 102 TRANSFER FAN — COOK GEMINI 6 -15, 500 CFM @ 3/8" S.P., 1/4 HP 120V/10. CASABLANCA CEILING FAN — ACME CT60-- B —STW, 60" BLADE, 111W MOTOR, 120V/10, WITH SOLID STATE SPEED CONTROL. MOUNT AS HIGH AS POSSIBLE. EF -11 GENERAL EXH FAN — COOK ACE —B 21006B, 4500 CFM @ 1/4" S.P., .66 BHP, 3 /4HP MOTOR, 480V/30, 835 RPM, WITH BDD AND CURB. FAN CONTROLLED BY WALL SWITCH. UH -1 & 2 UNIT HEATER — REZNOR FE -250, 250 MBH INPUT, 3360 CFM, 1/6 HP MOTOR, 120V/10, POWER VENTER, WITH VENT CAP, 24 V CONTROL XFMR, COMBUSTION AIR PRESSURE SWITCH, COMBINATION GAS VALVES, INTERMITTENT SAFETY PILOT, THERMOSTAT AND RELAY KIT. MAX. 14" W.C. GAS PRESSURE. GENERAL NOTES : 1- REFER r0 SPECS, * LEGEND ON #D&A:C -,. M--1 2. PROVIDE NATERPROOF INSTALLATION AT ALL ME CHAN4GAL- ROOF EXTERIOR HALL OPE fdlNG5., PRC`iIDE CUTOUr3 N eXI5TiNG CON5TRL.'CTION FOR E(UIPMENT /DUCTWORK . PATCH OPENINGS TO MATCH EXISTING. MY OF TuKvintA OCT 16 1989 PEA CENTER norstrom REGIONAL DISPLAY SHOP EXPANSION TUKWiLA, WASHINGTON BID AND PERMIT SET Thy C.a69icon Partnership • •w mv. .rv■ • • s.• �• .v• Architecture Programming Planning Interior Design Graphics 1423 Third Avenue Suite 300 Seattle, Washington 98101 (206) 623 -4646 950 Sixth Avenue Suite 200 San Diego, California 92101 (6/9) 232-3233 The Callison Partnership Ltd., A Corporation CONSULTANTS BINANNIIIMPEIGNEEMMIGN HARGIS ENGINEERS MECHANICAL/ ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 208. 682.6452 ERVAMONSSEMOOMMUMMUMMOMMIMMS No. Date Item COPYKIGHT/' 198 THE CALLISON PARTNERSHIP IV APPROVALS leitiMEINIIMMIIMMERMISI NAUSS/WANZEI Project Architect R C.ORWIN Drawn A.CQf tNlN Checked Approved Registration i SHEET TITLE EINEINCIMINEIBWIDAINFR FLOOR PLAN -PN t V. A I C. 89060 Project No. 10/16/89 Date dS SHEET hi0. INNIMWERIRMISMISEMESEBB M -2 1216L.64 11a6 i- trip / 1�MI�J '7'At•Jt71PI EL.Ierx vALve oFeisiic 4r .. • e7eAce, ' WATE:a HSATS2 TO kJAL,L. t----- ULL. -iE!C 1.rl !.JAL):.• -- -224A S /4110Ei.rEF LTIN5 TO } WATe22 i-I5ATEJ. 11 X!r EAU 121 W.A;,.l.- /cei I.. No reuGTUze 'up';- F 7. ! r) WATER HEATER DETAIL NO �E ri✓AN C,c". %.7T NJUA"riUN 0 GG►�er NAT ALL: pip!r~.4 kJ ?ANT eprap■ STN ANI7 exHAueT 2U6T', MA - UP Ac UNI?',d,NP puer A'JI2 ` APZ ''aC7Cr�' - O L 4TE ex;eri I'`.e4 PI9Nei A� 5Q J!eE2r --__. __.____- 1 / \ / / \ / Ex; ,cFnhJ fAAq,? u To Arvv pev L INe LIP T-kil u. [ems". / ` o ,JKE� NW E' To eXVINJlg. \ , Gki c7N•T F'.4 G' Ji E'Cl" !4'l . TC) / j � l'N \ 5W '.JN .T. 2‘;' N 1 .i r,,,,., i _ ,�. �,; ! _ � G t yl ._ .__. � �1 3 /4I Tp e,leA'i -"4 1 ---e+ 2. i;v �. "'IW. Ur -e).4 1 ?=NTH L -- I' - { - 1;1-. a Fa :' coN NJ. .ra.s: x*,),T.-e-L. -1 _L_Si _3''::� j A. �_V�, AA GoNNEcr TO EX!erIN 2!!G�Aa LANE. CC. t7ik,A"rE ANJ9 PA`rA!..t.. PaC To ►��A6TIVA'T .- WINO Mme; X0110 L.K.1 1!lea Fr-‘3,-/1 2 C ;F - roe P°T'rJw 'Ai!c L.JN1T ( S20M .'H ) . p © \Jii C�A'a cULATCarZ ANI7 F'I V Ac rO Uiiiiv2 P V9E 1Csa i W.G• F'IZEb SiUOE , PZ ON /! L7F: \JAL,VE: AfU,V5 ?OOP= 1-7"--,r '/ C/--741 / t k PARTIAL. PLAN scALe 111= :^o rA G 1;'2,,A, tU U� 1 1%2.ii F- a2M AI Z CON1'r ANJ " \ FF57. CAICAbt A. o k. PkArkttt CO. �, \/t.rr0. ri.L' AI -'•� 64oNI pye1r 4, Sp, J 0-1 2, i 71,`l. -- - ---- { I G 1 AJ - .J.4F; £60 I ') ' !: . rl:. ---� • J A ./ G �O d G --CAP I 1 ildc, ki Aso !�, FIXTURE CONNECTION SCHEDULE x-ru 4.V51-= 1/6'vT ^44:7E12 2142g . 4os w T 0 ,vim_ r2 G.a,..~ . E- -;.,0ti i, ;'°" k ' c'a:. \J''t a g en "*Ar- .7 -r 61.4P2S. , 2-2 dr-JALL. !Q a L..AVATOV ;dN!�±'ie.Aw ei-T N17,4,is2 Cass. 012 .r!.J6 NE 20 X15 1,,'.i ,~JAL,:, y1A:N.lc V. '' -i A J FALZE:T abfr.. ,o4,i i,,,i - Jr 22,K1 cTop,, 1 l /,s : 11/11' . 1 ', j '2 er6eVic ei1~'4 "4/`'15I 'GANJ .Q3+1.,. A4I N "1'apciS. <21e, .€64::),2 2 =A' e EiT ,s.1 \/044. re -7 "A!tiJ✓ 77498;..1 "?fry i•J ` a r-! r. 4LJAZi6 ='' 2 ' P ENA,Ve" NG\,' EY i.JA - WEN gal -1E7 6..iC oME -1 FL,AT7- im'aI2A6i:_1Er4cn -i ;: GENERAL NOTES PE5EI TO trE4)FIc^,,•ATiONS ANA%' L.• eNP 0\1 71 . Y1 -1, .'UJ+i...i.'�i� /'it..•/A.r�_v .v ...il.. .a: .r.J..�- tut /.: t r ..> uY .'..�w. ..�j� l:.' }J.0 :i �� t! J' .I k�f�. f �vi� N): :.Y YmCw. .. i .. ..x,r,�ir�4:Kit?� I i � ' I � I � i ' I ! ' ! � I I I I � 1 , ....�. ,. , �~ , • ,. •- :- "' X' Gd�t'' Yxf1�". 1". P. ��ir�t�+ �. G7c' Y% �417ieb°+ iir�t« i,- f�' r. i�. �. I.. � '.Ti- f.'"3.i�i.E'�iYG'J�"c.�ry, Iiii�I�! +Ii,I1111 l!,i III; iII! I�illli;, Iiiliii. ilil; iiili Ilillijl 'II!illl'!I!Iif!I! ' i'I!I!1!J!j!iil!lilii H!!il!I!f ili;!li ii!��lii!:'jlil�l;' Iii!1 i�!;il!I!;Ii! illlliijlil;i!! 5 h� 7 8 y �� 1 12 NOTE: If the micrcfilmoci docurnsnt is Tess clear then this ncticc, it is cue tc the cuslity cr the cric'inel c'ocurnent. CE II Gc tc: UG bl $t Ll �1l �l +�! el i'.I IL O( Ei R 9 7 F L t w�' n(h 111 I, � !! ! !!ii I!!' I i!;' ;II, !jljlj'i lj';Ililjllij ;ill!ill ililjlll! i; jlli! ii' iill�ijlll,IlljIIIjI,IIi�II11Il I i !I I ;II I Ii t 'I I . 0 If, 'II!. t•It •: ( '; Itlllil�l�l J{. L. t I 044;a sYe'?`r M L.) ■ — DETAIL \IO KEY NOTES DETAIL 1, COMPRESSED AIR OUTLET AT 12' -0" A.F.F. SEE DETAIL 2/P-1, 2. COMPRESSED AIR OUTLET AT 2i-6" A.F.F. AGAINST WALL. SEE DETAIL 3/P-1. 3, AIR LINE UP (SEE MEZZANINE PLAN). 4. CONTINUED ON FLOOR PLAN. 5. RUN 1- 1/210 AIR LINE APPROXIMATELY 55' AND TTE INTO EXISTING 1 -1/2" AIR LINE. 6. J.R. SMITH FUNNEL FLOOR DRAIN FIG. 2005 —A WITH 6" DIA. FUNNEL FIG. 3581. 7. RUN NEW 4" WASTE LINE BELOW EXISTING FLOOR. SAWCUT EXISTING FLOOR, TRENCH, BACKFILL AND PROVIDE CONCRETE FLOOR TO MATCH EXISTING. COORDINATE WORK WITH REMOVAL AND REPLACEMENT OF STORAGE ITEMS IN AFFEC'T'ED AREAS. SLOPE WASTE 1 /8" PER FOOT, 8. CONNECT NEW WASTE TO EXISTING. VERIFY EXISTING INVERT ELEVATION AND WASTE STUB IOCATION. 9. WATER HEATER — RUUD EGLS-6S, 6 GAL., 6 KW 480V, 3 PHASE. MOUNT ON PLATFORM PER DETAIL. 10. RUN 3/4" CW TO P -3 SINKS. RUN 1/2" TO P -1 WATER CIOSET AND P -2 LAV. CONCEAL PIPING IN WALLS. 11. :. -1/4" DRAIN LINE FROM OVERFLOW PAN; RUN TO P-3 AND SAFE WASTE. 12. PROVIDE 3/4" GAS REGULATOR AND PRV TO NEW UNIT HEATER. RUN RELIEF UP THRU ROOF. RECEIVED CITY OF TUKWILA L :CT 1 6 193 PERMIT CENTER COPYRIGHT) 198 THE [ALLISON PARTNERSHIP norstram REGIONAL DISPLAY SHOP EXPANSION WASHINGTON BID... AND PERMIT SET The Callison Partnership Architecture Programming Planning Interior Design pJ CONSULTANTS HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206.652.6452 al REVISIONS No. Date Item EN APPROVALS somoszencentaffenanzen ''NAUSSi WANZ R Project Architect R.CORWIN Drawn R.CORWtN Checked Approved Registration WI SHEET TTtt,E FININSWEbinflaririerilMe PLUMBING. FLOOR PLAN 89081!: 10/10.169 Project No. Date 0 SHEET NO. 0 V./ CAMAS* A• A 1. /YAI.1011 CO. b 1 1 1 islOVIPY LL LL AMA MOM 0 0 PROVIDE SIDE NALL HEAD AT TOIL OF PAINT 80TH STACKS •••• •••■• EXTRA HAZARD ORDINARY HAZARD ( UNLESS NOTED OTHERIJIISE STOCK SHELVING F3RANCH LINE (ONE EACH SHELF) N/ PENDENT SPRINKLER 3 SHELVES HIGH ) -- ot; r' h ' L,' lG UG lit 9I LA 9i GI 7l Gl Zl Li Q G 0 L t i';; II 'II!III:ililjjljiijf!II''liili ;III i 111 �l' I `! Illlliilll !IIIIIIiI!Ilil!III!tlll!II II !i lili'I I'jll II III ill i IIIII'Il Il I I ! ll !! II ! I I l I II I I + I ! i�l, . :I.IIIIIiI ►II,II.II!I�iIIIIIIiI l;il,, ;Ii�ll;lll 1111!!'!11 {I r Ara .moo: us. l�- +! .�l .d ,.� liI ! I I � IIII I !il�Il�� � l` � !Il lil � . .V, tli llllJ, 11 'Illlll1 Ir I lil: ll V� llll,I; I.+�11 I L i I; jllt a lii1lli!�: lii it , ; N.iIru l i ;Illl. til1Tklli. Y!� Y il iljlj��illi1i11! 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ADD NEN Fine t i05e VALVE. 3 MATCH MA (STING . a i , RECEIVED are OF TI.tKwaA c r 1 & 6989 PERMIT CENTER COPYRIGHT ©198 THE CAWSON PARTNERSHIP nardstrom REGIONAL DISPLAY SHOP EXPANSION TUKWLA WASHINGTON BID-..AND PERMIT SET The Caii;son Partnership A:chitectur -a Programming Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The Caliisan Partnership Ltd., A Corporation CONSULTANTS MOMMEMISRaMMMMISIMMIMI HARGIS ENGINEERS MECHANICAL 1 ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206.682.6452 ® REVISIONS No. Date Item 8 APPROVALS NAUSS/ WANZER - Project Architect R.CORWIN Drawn R.CORWIN Checked Approved Registration M SHEET TITLE OMMIMMEMMIESIMMIMMTIM FRE; PROtaQTEPR .FLOOR 89060 Project No. 10116/80' O/ 16/ Date ;Herr NO. IMIIMFAMMOMMIIMMENMEAM • PANEL A SCHEDULE 277 48oV 34),4w_ w/ A 1,,p WA1 S 1 A i B c- . . SERVICE UT • 41 A- H 3 } PAtkii -ANI7 pay INica PATk1"J r' SLRVIC.E A -> S3TO I ACt E - `~AT v 2 4 (0 a 10 12. 14 1'kar�tsr_rtE� MAK. -Up UNIT I2 N •F? ?�72Q 1372x7 PAINS JrrJT�i 1 �M�•► Ai E C.oM F'', G?� 38 40 TOTAL WATTS AMPS 1 0 f92.0,/IDs EAK.5R F -- coNTI2ci,. C ALA.,- l.I��- �TIf�J�► G n- . 0 tvrac /1DE I' L.GLtG -CA'I 7a/Ice ic2 iATUWAY LAAI -+ -r r i G fact, i-r 0 .I IZ!' U 1 T "1"O i CeN"T-gcLLE0 t3`r 15-ri ti C,arT Z $ - I M EGIIx- I N C'owrg4 L PANE_ PANEL B SCHEDULE 1267-08v 3 ¢ �4W w% I2 5 ,4 ' P •1AIN - tK 5 p SERVICE . - -,- - A- '. 1~„�,ry C --_. —. SERVICE 1 20 1 1F (11 2 I 20 1P pzei't%faI TIOtJ "72� Ilk�l i pc-r�- i- i.�r -10 vARDe-":Gi--'" 5' I A.-r U D7 v i ,A L,, L.,G1, ••• ;geaPP.r• k ilZg- :11 S. -76 e4 "PA° '!'U i eT'telP FLtJoRE SYL'r:14T e..--11.-11 1 - -7 ,\I e�T�t;lgb s�A!7L.�;n,.� �=� 11. :•: _it -' fJS eNNIeli 71, 4y?`k?IP iri .sC�E1\n" - _ � CQvJ kN ; X rr l,l l-r' � J/ cM E N G Y �A�6 PAD 1,71y;10 ✓AP..aeIC PecrF FxT J.-1 i-4 T ;;•:,1,1 5ME ai\JGY ,47'TE d' 1�Ai4 2-1-7 V 14) - ,� -xP I- 2410A 277 EQ 2- 5E-)4 i 1x 1 tUZFA' 6 ! ' Ut 2 FujogElzfai.rr r1X11UEE 2-77\/ 14) IHia 111 UHU I 1 1.E 1 -.A T ? Z I'- ' - - 0 13 11111 Is 11 uuIT HTr-fd #1ei .. ex, O +' 1.5. ' '!` 17 1,1 11 111 AIR f5k... %t HP ■ 1g f L 56k16 x o 111 20 az 1 125 -� ,1 III j 28 30 27 29 31 33 EMI 37 41 11 - �P,A R -- - - --� = ki ti III '32 38 40 �.-� I 1-------- 111 4510 '37 42 TOTAL v.AT'TS 1 -1*.f. 521-15 Li Li AMPS16: CA74410II A :O S. OUP•U1111 Co. PRO/I2. 1,1514 1190A 3P H T N f�.1� I ran . 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