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HomeMy WebLinkAboutPermit 5466 - Southcentert Mall - Software Etc - Tenant Improvement• CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - is¢9 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Control # 88 -292 (512) 1004 SOUTHCENTER MALL RETAIL JACOBS BROTHERS CO. 25425 CENTER RLD_GE RD HOWARD HEIN CONSTRUCTION 10301 UNIVERSITY AVFNUF N_F FOR BUILDING PERMIT ONLY Suite # Tenant SOFTWARE ETC. Assessors Account # 262304 - 9023 -n1 Phone # (216) 892 -2300 CI FVFI ANA, nH Zip 44145 # HEINC* *12201 Phone # 774 -4222 (612) 780 -7912 SUTTF 21R k MINNIAPOLI ,MIZip 55433 Approved for Issuance By: S Ft. Sq. Office Storage/ Warehouse Retail Other Occ. Load 1st F1:— /9LD 1 'g7() 8 -2 51 . 2nd F1. '3rd Fl. Total _ Fire Protection: 54 Sprinklers ❑ Detectors Zoning (1 -) Type of Construction Special Conditions Date: /)- ?-Yij Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 44,000 Bldg. Permit Fee Receipt #633C, $ 376.00 Plan Check Fee Receipt # 5401 $ 244.00 Demolition Receipt # $ Surcharges Receipt #_L23.13. $ 3_O Other Receipt # $ Other Receipt # $ TOTAL $ 623.50 FUR SIGN PERMIT ONLY 0 Permanent ❑ Temporary ❑ Single Face [] Double Face [] Wall Mounted [] Free Standing Building face Setbacks: Front Side Square Footage of each sign face Special Conditions [] Other Side Rear Total square footage of sign 7. THIS PERMIT BECOMES NULL AND ABANDONEU FUR A PERIOD OF 180 I HEREBY CERTIFY THAT I HAVE GOVERNING THIS T ,Y�PE OF W0 W VIOLATE OR , UfNCEL TH Signed VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN 180 DAYS, OR IF DAYS AT ANY TIME AFTER WORK IS COMMENCED. READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT IS DNS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR I hereby affirm that 1 am lic sed Contractor (signature) CONSTRUCTION OR WORK IS SUSPENDED OR ALL PROVISIONS OF LAWS AND ORDINANCES DUES NOT PRESUME TO GIVE AUTHORITY TO THE PERFORMANCE OF CONSTRUCTION. Date —71011111010L- LICENSED CONTRACTORS DECLARATION I)r isjops of,the Business and Professions Code, and my license is in full force and effect. x( /�,,� Date // `� e�'Oo OWNER- BUILDER DECLARATION ( 1 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date structure is not intended or CITY OF TUKWILA ;y Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -Wg 041 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Control # 88 -292 (512) 1004 SOUTHCENTER MALL RETAIL JACOBS BROTHERS CO. 25425 CENTER RIDGE RD HOWARD REIN CONSTRUCTION 10301 U_NIVFRSITY AILENIIF I _ E FOR BUILDING PERMIT ONLY Suite # Tenant SOFTWARE-ETC Assessors Account # 2623n4- 91)23 -n3 Phone # 1216) 892 -2300 C1 FVFI AND, nH Zip 44145 # HEINC* *12201 Phone # 774 -4222 (612) 780 -7912 SLLTTF 21R i MTNJUAPOLI ,MI . ,Zip 55433 (.4 Date: /l- ) Approved for Issuance By: S q • Ft. ss t 7. Office Storage/ use Ware ho Retail Other Occ. Load - 2nd F . _ "3rd F1. Total Fire Protection: 54 Sprinklers [] Detectors Zoning (1-t) Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fi. $ other $ other $ Total Valuation of Construction $ 44,000 Bldg. Permit Fee Receipt #633C. $ 376.00 Plan Check Fee Receipt # 5401 $ 244.00 Demolition Receipt # $ Surcharges Receipt #1,_212. $ 3.5n Other Receipt # $ Other Receipt # $ TOTAL $ 623.50 FUR SIGN PERMIT ONLY [] Permanent ❑ Temporary [( Single Face ❑ Double Face [] Wall Mounted [] Free Standing Building face Setbacks: Front Side 0 Other Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANO ABANDONED FuR A PERIOD OF 180 I HEREBY CERTIFY THAT I HAVE GOVERNING THIS TYPE OF MO VIOLATE OR , CA CEL TH Signed_ VOID IF MORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF DAYS AT ANY TIME AFTER WORK IS COMMENCED. READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT IS9#6 OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR Date —- LICENSED CONTRACTORS DECLARATION I hereby affirm that I amPsed tinderistons of ,the Business and Professions Code, and my license is Contractor (signature) r1C /L /su. Date /%(-- (r- ao ( ) 1, as owner of the property, or offered for sale. ( ) 1, as owner of the property, am Owner (signature) CONSTRUCTION OR WORK IS SUSPENDED OR ALL PROVISIONS OF LAMS AND ORDINANCES ODES NOT PRESUME TO GIVE AUTHORITY TO THE PERFORMANCE OF CONSTRUCTION. in full force and effect. OWNER- BUILDER DECLARATION my employees, with wages as their sole compensation, will do the work, and the structure is not exclusively contracting with licensed contractor's to construct the project. Date intended Co- 861-oo3 Or CITY OF TUK WILA Central Permit System `Control No. q'� Permit No. 54' FINAL APPROVAL FORM TO: ❑ Building ❑ Planning 57�vC ❑ Public Works Fire Dept. ❑ Police ❑ Parks /Recreation 675-- Liyoz./ Project Name Sore k)'4 0+E E Address /0041 Type of Permit(s) e_Sts> • i'iitr' 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 NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date / This project is approved by this department: C/c) 0 / -2 -S9 Authorized Signature Date CPS Form 3 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address / C) a Requester Special Instructions INSPECTION RECORD PERMIT # -'�yC Date • Date Wanted T(,U.o �� -,3 a.m. p.m Project �,�✓�l� Phone # /-- ,3 S3 k Inspection Results /Comments: Inspector Date %i///. i. CITY OF TUKWILA Building Division Tukwila, ,tWashington Boulevard 8188 (206) 433 -1849 Type of Inspection Site Address /oas/ Requestor Special Instructions ...........�nn......y..w..i !•usoly vs....•w.nn•nw.a ”..1,4•x.. "b•JMF INSPECT 4N RECORD PERMIT # /� C Date /c0 , --ele%ALtz, r M%,ag /44 f/ Date Wanted 77/a4o 4,2-34 Int a.m Project teem/ Phone # y,,� /- 3s-.8 S • 11 •U. Inspection Results /Comments: A/g7 /g,,e4AV �i/9 /•;yY� Lr Inspector n--1 Date A./ Y -acr) CITY OF TUKWILA Building. Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection INSPECTrN RECORD PERMIT # S`r°cc Date .4`J( Date Wanted (.J)J „.,q • Site Address /6 o ,. )1/j0 JJ Project Phone # Requestor Special Instructions y) /- .3 • Inspection Results /Comments: r�Gd .e Inspector Date /��y c?ek- CITY OF TUKWILA Building Division 62b0 Southcenter Boulevard Tukwila., Washington 98188 (206) 433 -1849 INSPECT�QN RECORD f PERMIT # Date 2/Qq Date Wanted / O Project 5d 7fr�.�e: UC Phone # / Ty pe of Inspection C �l'�7Q�" (CO?1Z) a.m... ;ite Address tequestor special Instructions Inspection Results /Comments: Cr / ?,;(9, �2ri-' SGa'//et /8 /i Inspector Date /.- 077 CITY OF TUKWILA Building Division Tukwila, Washington Washington (206) 433 -1849 Type of Inspection J vr,1Q_a Site Address /06./ , Se-2,L d mav Requestor /low1,I t•iAi_ Special Instructions INSPECTrN RECORD PERMIT # Date /cc /a_ -sir ,, ,,7�7 , VPOSSd/ Date Wanted 44m& 1z�s a.m. p.m. Project cSaLawu,� Phone # y3 (_ 3.s ?9 Inspection Results //Comments: '4//..? 9/ G a,G242, we e Inspector Date ���5/JY` CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 O INSPECT rN RECORD PERMIT # 5166 Date /a-,88 Type of Inspection ! 41:/1/61—W Date Wanted i CS a.m. p.m. Site Address /044- % �� Project I�: e"� Requestor 1�c Ste( G� Phone #--31 Special Instructions Inspection Results /Comments: 04 7-2; Inspector 0.7i-N, Date /2 — CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection G //)1 q Site Address /U0'-/ J'- L � A- L`, Requestor Vim, 1NSPECTrN RECORD PERMIT # S-1/ 4. G Date //-2 g g _ , 7 10i53 o Date Wanted --i _ .29- ky 63, p.m. Project Sc Q �, Phone # 4-1,_ / – 3 s` 3 Si Special Instructions Inspection Results /Comments: e2 it- /2i5 4.444 6-7-- -'' C1-7-1 y 51€_„4e7-,;7M,77 A/- / 14 (ME- �D ef" 1-16,74, ,ir.,,. G"J't�' . i 44? CJ 'A/ 4, 4 Inspector ..1'#1 /''A- Date ,// THE FOLLOWING .COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKW I LA BU I LD,X NG PERMIT NUMBER Vie Hi. No changes will. be made to plans unless. approved by Architect and Tukwila Building Department. 2. ,Electrical 'work to be inspected by State Electrical. Inspectors and all required electrical permits-obtained through that agency.. 3. All mechanical work to be Under separate permit. 4. Al] permits to be posted at job site prior to start of any construction. Any new ceiling grid and light fixture :installation to meet lateral bracing requirements for Seismic Zone 3. 8L pended. ceiling shall be installed in accordance with W.L. design.P202. All mechanical installations and light'.fixtur-es are subject to the requirements of this specification. .Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. All.construction to be done in conformance with approved.plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (19846 Edition), and Washington State Regulations .For Barrier Free Facility (1986 Edition). City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fi.re Department Review Control Number 88 -292 (512) Gary L. VanDusen, Mayor November 2, 1988 Re: Software Etc. - 1004 Southcenter Mall, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by •The Fi.re 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. rt. of area. The extinguishers) should be or the "All 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 or the extinguisher is not more than 5 1't. •above the floor. (NFPA 1.0, 1 -6.6) (UFC 10.301) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements or Uniform Fire Code Sections 12.104 & 12.114. EXTT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a e'onLrnsting 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) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 3. All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work sha l 1 commence without approved drawings. (City Ordinance #1141) (NFPA 13, 1 -9. 1) (UPC 10.307) 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 40.307) Maintain sprinkler protection for all enclosed areas. (NFI ?A 13, 4- 1.1.1) (UFC 10.302) .1. A1..1. electrical work and equipment shall conform strictly to the standards of. the National Electrical Code. (NFPA 70) (UFC 10.104) Al]. electrical wiring is to be inspected by the State El ceytr i cal Inspector, Washington State Department of Labor & Industries. ( UGC 10 . 104 ) 5. 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, reproved or improperly installed. (UFC 10.401) All interior wal.L covering materials shall be fire-resistive or shall be treated to be fire- resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 All wall and ceiling materials constructed of wood, shall be I'.i.r.e retfirdant treated. (UFC 1(L401) Yours truly, • The Tukwila Fire Prevention Bureau cc_ T.F.D. file. nod e.'AIA. "General Conditions of the Contract ", current edition, shall appJ 142''1111„ :work on . :this project except as modified her.ein.. This Contractor 'shall al ;so,refer to the Architectural Plans and Specifications; which' ar Cortrart: IJcurrents'. Bidders shall visit the site and famil iariz, therrisel:ves. wi th' a.l 1 conditions surrounding the work 'prior to' ,submi t t l ni ,lnstai lat ion' All;.electr:ical work shown and Fequired shall be by this Contractor unless o`the�vlt,se;'.s'tated. • All' cutting and patching of existing condition' ,'requir;ed.' for the 'work of this Contract shall be by this Contractor. Al temporary wiring shall be furnished, installed and removed by this Contractor . Requirements • Al.l wor,k shall meet the current National Electrical Code or applicable :local';,•electr ical code, all other applicable codes, all uti l i t) requirements, and all Landlord requirements. This Contractor shall procure and. pay for all required permits and utility service charges. War t Sri t y• .•Thl$ 'Contractor:shall unconditionally warrant all work under this Contract to,be:•;:free.., from defects in vorkrrenship and materials for a period of one year`;'1rorri•' the date of final acceptance by the Tenant . P.lans•.and Specifications ' Itl'sAhe intent of the Plans. and Specifications, to provide for a complete •'•3nst4ll,ation. Everything necessary for the completion and successful :. ope,rat.ioh 'Of the ,.work, whether or not herein .definitely specified or _• •Indi'cated,' shall be furnished and installed as if so specified or indicated without additional cost to the Tenant. • Th'e.drawings are diagrammatic and not intended to Show exact locations • unless ,dimensioned.. This Contractor shall verify all dimensions. and lengths :,.and shalt adjust his equipment and raceway locations to avoid conflicts with other construction or equipment. Wi r i.ng.; Dev ices Wit jng' devices shall be specification grade, ivory color, side - wired, 20 anip,: Hubbell: 1221 series Switches, 5362 series Receptacles; or equal products of Leviton, Slater, Sierra, or Arrow -Hart. Isolated Ground ' receptacles shall be Hubbell No. IG -5362, or equal. Plates shall be srt p'otti'.'•,_•i,vory .color plastic. Wall outlet boxes shall 'be knockout type, except' cast waterproof type shall be used in wet locations. Floor boxes Shall .'be cast,iron, semi - adjustable, with brass carpet flange and flush fittings., jiubbell,. or equal. install receptacles at 12" A.F.F. and switches '•at 4.8" A.F.F. unless noted otherwi se. •401.:0A: • 7lC<qGW.fiatitic hail. Y}.•y2•e:•i• 'Y4ad]uoUY� :r1 .A ....... }ISSi't7 "r� / :L! :Hti.;..n��•�c of iri'•J l:•L!!.' r'� • �. .. 'i. �i.r,.:.M 111 I :wiring 'shall be ins•ta! ed 'in steel.. • c to l eel. condu i t� tiniest' •ottierw'se;�'•i'ndieact.t or spec; i fled . n Conduit sha 1 I be EMT, except al j., conduit In caricr e.te! s`i ab?. or rnasonr. c• •truct'ion, or exposed to v►�eather 'shall be.,3/.10.!.4.10,0i*: • j gaI.vanize• 4MVY-• •hort • f final connect ions to mechanical equipment', ll'ighti•ng., ! #1xtur.es, . ransformers shat I be RC . (or LTRVC for we,t I oCat�.ions),. !Conduit shall be :concealed in • all finished areas', of the spade. :; .'': Fi;t t ings 'shall be setscrew or compression type as approps'iate, except; . fittings' '.ior,•. 1■; shall be threaded waterproof with anti - seize. cempound. • Conduii:j:.sha;l,l• not be run through or attached ' to •HVAC ducts. All .wire shall be copper,• Type TrI■V or as noted, No. 12 AV.G or as noted. ;Isolated Ground Circuits i ;An isolated ground circuit shall be provided for each isolated.gr.ou,nd. r.eceptacl.e, as shown ,on • Power Plan. isolated ground circuits :shall '.be irist-a!led in separate'conduit from .non- isolated circuits. Provide :.:a //12• AWG green insulated ground for each isolated • circuit. Up • to',.•t•hree• isolated circuits rn3y be instal led in one conduit. The ground wires.•sha11; be' continuous through local panel (s) to building rrnin electrical, service: ground•. Gr ound i ng to ' I oc a 1 panel (s) shall not be permitted. , Taped • split =bolt connectors shall be used to ensure •continuous i sal ated•!ground : :. VVirenuts , ot• permitted. JElectrical Equipment All equipment shall be new, UL listed, commercial grade,•,and'weatherptoof • If exposed to weather • This Contractor shall 1 provide the Engineer, with`,;; a • Minimum of • five cert if fled copies of al 1 shop and equipment drawings. : :' :tor. their approval, two of which' shall be retained by the EngineerOhe tre;reining• being returned to the Contractor. 'Un.ess otherwise indicated on Plans: :Bra :�ch circuit breakers shall be bolt -on, 10,000 AIC, minimum, •for• 120/208. vol., center trip. Single. pole breakers shall be• 51.D rated. , Multi- pole. breakers shall be common trip. • Provide a typewritten branch circuit: •• directory in each panelboard door. Provide circuit breakers as required: to 'catch• exi st ing panel (s). Verify in field. ITire'switch shall be Paragon #7007 Series .general purpose .7= daywilh • 1Indoor case. • • ;Bu,.zer system equipment . sha11 be Edwards: /1725 Dixie Buzzer, :..-#600- Pu• button, 1/590 Class 11 Signaling Transformer, Buzzer system wire'need' • no- be installed in conduit unless - .. • .Telephone Provide raceways for installation of telephone system and out lets.shown;on ' Plan. Provide equipment, raceways, out let. boxes ,•junction boxes' and plate, covers. Outlet boxes shall be 4" square with raised single deviCe.cove!r and telephone plate. • Telephone cable (by' others) shall' be an••appr.oved,. low - smoke producing type; Install teiephone.outlets at 12 "�•A.F'.F :`.:'unless• -noted otherwise. • , • ' • • ." , -! ! ! ! 1 1 : , CASH REGISTER . 1 '.4120/1 1-+ 1 20/1! .3 1 NIGHT LIGHTING ! 1 1 ! 1 : k z CASH ViliAF' RECEPTACLE! .4120/1 1 3n-1 + SECURITY"RECEPTACLE ! DempNstRATIcty) DpOsi70A±ICN ! .4120/1 1117!. ! ! 1 sp.ILEsRgcp.T(8,cus r 1 .6120/1 113-+ . , FUTUOAMERA 1CPTIS1 .412011 115-1 1 1 1 1 1 1 1 1 .2120/1 F 5-11 ! 1 1 . 4120/1 1 7-+ 1 1 ! ! . 4120/1 1 9-! + 1 1 1 ! TELEPHONE RECEPTACLE! DESK-TOILET RCPT'S ! WATER. HEATER I BUZZER./TINE SWITCH RTU RECEPTACLE 1 SPAS SPAPE LO;D: 2.4 KVA 65 . 2120/1 117-! ! 1 ..6120/1.119-+- 1 1 ' 1 1.5120/1 121...! ! ! .2120/1 123-1 ! ! . 2120/1 125-+ ! 1 120/1.127-1 1 1 1 120/1 129-1 20/111.1 20/111.1 20/111.3 1 20/1! .3 20/111.2 20/1! .3 1, SALES LIGHTING ! •_4'a • .11,-.24.. SALES LIGHTING ! . • ! v4* cmict LIGHTING ! : DISPLNY-CASH LIGHTNG1 • . ! SIGN 1 ENERG EXITS-LIGHTINGrivz. TOILET LT-FAN I ! la STOCK-CORRIDOR LTG Cr. g a ata.4..= RECEIVING RECEPTACLE1'ou 'i„n w 11.• (0 a 1. i WOOL' Ea i.:4114 ! .2c 1 1 20/1! .2 ! ! ! +-18! 20/111.0 1 • 1 ! --I 1-20! 20/1! .2 1 1 1 1 ! 1-22! 20/1! .4 ! RECEIVING RCPT'S 1 1 ! 1 +-24! 35 /.13.3 ! ! / 1----! -26! / !3.3 ! RTU-1 1 / 1----! -281/ 3 13.3 1 1 !. +-301 1 1 SPACE AWS 1 DEMAND LOAD: ! 27.6 KVA 77 AMPS PR3VIU:41NNDLE LOCKS RR CIRCUIT NC6.: 1,2,5,12,14,15,17,23,(24,26,28). ELECTICAL NOTES: 1. No Romex, BX, etc. is permitted. Al]. wiring including low voltage', telephone, and speaker witing, must be in conduit. •, ncifideseent hting fixture wire shall be 150'C rated. TRANSMITTAL HEI CONSTRUCTION 10301 University Ave. N.E. • Suite 218 Minneapolis, Minnesota 55433 (612) 780 -7912 ' I OCT 28 1988 TO: BOB BENEDICTO /BUILDING DEPARTMENT /TUKWILA, WA FROM: LINDA /HEIN CONSTRUCTION /MINNEAPOLIS, MN PROJECT: SOFTWARE, ETC /SOUTHCENTER MALL /TUKWILA, WA SUBJECT: REVISED ELECTRICAL SPECS E -5 Howard Hein General Contractor FAX: (612) 780 -2267 DATE: 10/27/88 TOTAL NUMBER OF PAGES: 3 (INCLUDING THIS PAGE) NOTES: ENCLOSED PLEASE FIND THE REVISED ELECTRICAL SPECS E -5 WITH THE ENERGY CALCULATION TABLE. I HAVE ALSO ENCLOSED A COPY OF REVISED ELECTRICAL SPECS E -1 WHICH I FEDERAL EXPRESSED TO YOU ON 10/25/88. PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY QUESTIONS. THANKS FOR YOUR ASSISTANCE. HEINZ CONSTROCTION 10301 University Ave. N.E. Suite 218 Minneapolis, Minnesota 55433 (612) 780 -7912 25 October 88 Mr. Hal Pierce Design Resource Group 7416 Major Avenue North Minneapolis, MN 55443 Dear Hal: Howard Hein General Contractor FAX (612) 780 -2267 OUT 28 1988 RE: B. Dalton Software, etc #2190 Southcenter Mall Tukwila, WA On Monday, 24 October 88, I spoke to a Mr. Bob Benito, Plan Checker, City of Tukwila. He indicated to me that he has requested four items before he will send the plans to the Fire Marshall for his approval. The items are as follows: 1. Acoustical ceiling UL rating. Because Software, etc's space is adjacent to the Food Court, the ceiling must have a one hour rating. 2. Storefront glass. Must have detail on how the glass will be attached to the storefront bulkhead. We understood that the City wanted shop drawings from our Subcontractor. Our Subcontractor contacted the City and was told that was not what was wanted. I understood Mr. Benito wants detail on the glass because it is not fasten on all four edges. 3. Detail on the suspended ceiling as to the lateral bracing. Mr. Benito mentioned the UBC 47 -1812 standard. 4. Compliance to the energy calculation table for interior lighting which he indicated to me was four watts per square foot. Until the above is received, plans for this store will not be approved. We have been working on receiving plan approval for over a month. Mr. Benito indicated to me that he has spoken to many people regarding the plans but has not received the details he is. looking for. Inasmuch as we do not seem to be getting anywhere fast, I would appreciate your following through on the above. Cif Design Resource Group 25 October 88 Page 2 There seems to be a gap in communication which is due, I think, to too many people being involved and not understanding what Mr. Benito wants. We have had both our Glass and Ceiling Subcontractors contact the City but because they do not know or understand what the City wants, have gotten nowhere. We would appreciate your intervention as interpreter as to what the City wants. Perhaps if there was only one person communicating with Mr. Benito and then passing that information on to whomever is responsible for getting these details to the City, we can get this matter resolved. The construction start date on this store has already pushed out three weeks and we wish to have this matter resolved as soon as possible. For your information, our Ceiling Subcontractor is Star Ceiling Company. Our contact is Roger and his phone number is (206) 364 -5880. Our Glass Subcontractor is McIntosh Glass. Our contact is Dave and his phone number is (206) 783.1884. Apparently Mr. Benito wants this information incorporated into the Drawings and Specifications. His telephone number is (206) 433 -1849. Please keep us informed on the progress of this matter. Thank you. Sincerely, HoWa'rd J. Hein General Contractor HJH /lb cc: Boba;Beh.i.t.o : Mitch Hetzler Paul Baumgartner OCT :. 281888 vayar,ii " ,tw M•c y� .a....• .wry.. 1'd. w!In KO4'4. 44 .n.r•• -+.y3 v( • �$PAttWNT .O/. COMSTAUCYIO... • AMO :AND' .� . ,SEATTLE ENV GY :C00E LlCHTING POWER Byrn • .. CCMPUAN.CE: FORM " For all new ',,Cbnstruction. aed new For remodeling of 'existing build is checked and signed: Er Proj.c: Address 'Vete of this Ad5ricat:on 3149. Proj. No. Te act :Electrical Permit No. 11 h:,iriq:tiyst,e�=.. complete this form. logs. 4 m mete •tilts fore jnlesl, one of the 1 Certify that nc changes art being. made to" the lighting. I certify that (a) remodeling .is being done to existing lighting and 'installed lighting wattage is being :maintained or reduced. or (b) a :+ is being instilled in less than an entire, floor or an entire tenant s exlsting.iastalled light "r'g wettest is being maintained or reduced. Z my Endres (print nama) For other instructions: Set reverse. PAW!: : x: Mus AS LOw O . i ti TA 'ED 1. T G 4T! WATTA ocat on CCLpancy *SC? ptlon (floor /room •Cre :ail less than 6000 SF, o. fi.': rkin r tc. . • A• l 1 —144147igil atts SF e LF " *111 r ed ea in r (LF for ext. **rim. It . ) Watts Allrw•_d X 1 . r . 2856 N 14,W/SF .x . SF ■ _.� W A610/111' x , 6 SP f W W /SF •x lira. • W W /Sf x SF • w W SF`x. Sf`• .W PART II: .. :PROPOSED L!GHT yG WATTAGE. Locstion. (flier /room I . `numb r) . Fixture T • • Tots. v rea 'Totilowed N *ber FixtuM Watts/ Future Wets Proccsad es • ■.. E? .•••...ol• .•••::. ...`;f ix. x _ '' W%Fi x: * .."""_- ,_r... " Fla.'s = W /Fix ..____ ,w. - "'rFis. x..:.:'W /Fix; a a i;� ,.w . 6Q Tgc 1"T.ii Total t *- •a•:"• I 1.:. , ;,,4`I :. a : ta :r . s �1r1 Lir' : •i i 01 1:5uo':'iaxi' 9' X. x / t I 0 . i fix. "`x:. W /Fix•.., W" F li "Fri x. japan: W. Fax. I`f i , W • W W • x•77'M /Fix ".11 ""'x...... W • • ..+..ow. wlaw« OOE • JgCET Project Address Oats of this Ap5T cat:on 31dg. Proj. No. Electrical Permit No. alc ;. Permit No. new iight,inQ systems, complete this fora. ai !dings, complete this form ,unless, one of the following statements ;es are being made to the lighting. :doling is being done to existing lighting end the existing :age is being maintained or reduced. or (:) a nee► lighting system less than an entire floor or an entire tenant space, er;e the itirg- wattage is being maintained or reduced. reverse. iTALL EO LIGHTING WATTAGE escriptlon ' Watts/ :ran 6000 SF, SF or LF 42raoe, etc.) _ Allowed ISPUIV r W_J.. SilthPrlanA x, Astn,iates, Inc. (company names Area in Sr (LF for ext. oerim. It ) Watts W /SF *lad_ Sr • 2856 rr W /SF x Sr • La W /SR x 726 SF • 2(IN W W /SF x SF • W �.` W /SF SF • _..._._. w W /SF x . SF • ----. 21 e r 876Q • d ..._ Total�rt Area e WATTAGE $ CPTiONAAL -N3r illy D AC usteo Adjustment Watts Factors Proposed Tvoe MumDer of Fixtures Watts/ Fixture I 'Watts Proccsed :x. x 00 M/. 1x.• x .3.5 W /Fit. +. x W /Fix . s x _,50W /Fix.= x jW /Fix.• x M /Fix.. x j�O.W /fix.• x W /fix.= 000 , x . x _.` x .... x . x _. x . x ......... x_ x -- x -%._ x '- x _�.� x .� x . x _."` a • s • • • • • • • • m 'w -" Fix. _5( M w 100 1 W iga W w W Fix . .�rir+- W �.3- Fitt. ��2.. Fix. Fix. I. Fix. Fix. ...._ Fix. """' Fix, -Fix. W lino W M iAnn w momommerm W W _ W W w _._.�.. x - W /F1x,• x .._. Wiz.. x--- - W /Fix . • x�W /fix.• x W /Fix.. x "-- a /Fix.■ ._._- W ---- W U _�_._ W ` W • -`i W �' -M `Fix. �"" Fix. W '� W -""- W W ------ W -_ Fix. W. `".`_ W "`_ Fix . x -' W/f l x . • -"-`._ W 42 a Torsi .l'^ : :se: P.o utter 7at41 Proocsa^ w Ira i (ore :0 ::1 vn s: ce 1att -s', owe: in ?%•: bs.,,.Uwt.. w[.M•' S = P A N E L S C H E D U L E == _ = = =- -= = =- = = = = = == == 'NC,:•' 1'LCCATICN :'""" "' " 1 "'A'B'C'"!' 120 /208"VCZT" 3'1414SE' 1 LA 1 STOCKRC7CM 1 * * * ! 100 ANP WIN C.B. ! 1 1 I 1 CIRCUIT DESCRIPT1a4 1 KVA1 CB'1 1 ! 1 CB 1 KVA! CIRCUIT DE ! 1 ! I 1 1 ! ! 1 ! CASH REGISTER ! .4120/1 1 1 -+ I -2 1 20/11 .31 NiGHT LIGHT! ! ! ! ! 1 1 l-- - - -1 -- ! ! CASH WRAP RECEPTACLE I .4120/1 ! 3 -! + -4 i 20/1! 1.5! SALES LIGHT! ! ! ! 1 1 ! 1 ! ! 1 SECI.RITY RECEPTACLE I .2!20/1 ! 5 -1 1 + -6 I 20/11 1.2! SALES LiGHTI ! ! ! ! 1 ! I I ! 1 DEN STRAT1CN .4120/1 ! 7 -+ ! ! -8 ! 20/11 1.3! CCRNICE LIGHT • 1 1 1 ! ! I----- I - - - -1- : DENLYSTRAT1cN .4120/1 1 9 -1 + 1 -101 20/1! .4! DISPLAY /CASH 1 1 1 r 1 ! 1 ! DF.NCNSTRAT 1CN ! .4120/1 ! 11- ! 1 + -121 20/1! 1.41 S1OO 1aCCM LI ! ! 1 1 1!! ! 1 1 SALES RECEPTACLE 1 .8120/1 113 -+ 1 -141.20/11 .4 ENERG /EXIT LI ! 1 ! 1 !1! 1 I FUTURE CAMERA I .4!20/1 115 -1 + 1 -16! 20/11 1.2 SIGN 1---- ! - - - - -1 1 ! ! 1- - - - -!- -- ! STM-KR3 i RECEPTACLE 1 .6120/1 117 -1 1 -18! 20/11 .2 BUZZER /TiNE ! 1 - -- 1 1 1 1 1 1 ! RECEIVING RECEPT ! .4120/1 !19 -+ 1 1 -201 20/1! .2 TELEPHONE EQU 1 1 ! 1 ! ! 1 ! 1 RECEIVING REC'EPT i .2120/1 121 -1 + 1 -22120 / .4! ! ! 1 1 1 ! I / -- -! ! RTU RECEPTACLE 1 .2120/1 123 -! 1 + -24! / ..41 E -1 ! 1 1 1 1! 1/ - - - - -1 112.0140 /125 -+ 1 1 -261/ 3 .4! ! - - - -! / 1 ! ! !. ! 1 112.0! / 127 -! + 1 -28! 20/1! ! SPARE 1 - - - -1 / ! ! I ! 1 112.01/ 3129 -1 I + -301 20/1 1 SPARE.. ! 1 ! 1 1 ! 1 1 ! 131 -+ 1 1 -32! 1 SPACE l---- ! - - - - -1 1 ! ! 1 ! 133 -1 + 1 -341 1 SPACE ! ! ! 1 1 ! 1 1 ! SPACE ! 1 133 -1 1 + -361 1 SPACE ' CC NNECTED' LAAD: 1 1 DEMAND' LOAD: ! 26.2 KVA 73 AMPS ! ! 30.9 KVA 86 MPS S -1 1 ! SPACE I ! SPACE \ PROVIDE HANDLE LOCKS R:R CIRCUIT NO6. :1 ,2,5,14,15,16,18,20,(22,24,26), (25,27,29). • xv• titementS system Nur REVTITrir AdjuSTAG Watts Proposed IA t 1.1•••■••■■ 2 == 2= === PANEL SCHEDULE 'titY:"11.0CATIOY: *********** ' ''' 1-AC LA , STOOKROJO C I RCU IT DESCRIPTION N CASH REGISTER CASH WRAP RECEPTACLE SECURITY RECEPTACLE DENCNSTRAT I CN DEM:NSTRATICN 1Mt4STRAT IY SALES RECEPTACLE FUTLRE CAMERA STCCKROOM RECEPTACLE RECEIVING RECEPT RECEIVING RECEPT RTU RECEPTACLE 5-1 SPACE ! 4 ! ! KVA! 05 I I 1 .4120/1 I 1-+ 1 1 . 4120/1 1 3-! 1 1 .2!20/1 1 5-! 1 ! .4120/1 ! 7-+ 1 ! 1 . 4120/1 I 9-1 1 1 .4!20/1 !II- ! 1 .8!20/1 !13-+ I 1 .4120/1 115-1 ----1 .6120/1 117-1 1 ! I .4!20/1 !19-+ .2120/1 121-1 .2120/1 123-! ! 1 12.0!40 /!25-+ / 1 ! 12.0! / !27-1 ----1 / ! 1 12.01/ 3129-1 SPACE SPACE .'CCNNtCTED* WAD: ! 26.2 KVA 73 AMPS ==== B C ' 1 1 1 1 1 .1.120/208"VIOLT-3'PHASE"41VIRE' ! 100 PM'?1NC.B. CB ! KVA! - 2 20/1! .3! -4 20/1! 1.5 1 1 - 6 1 20/1! 1.2 1 1 CIRCUIT DESCRIPTION N NIGHT LIGHTING SALES LIGHTING SALES LIGHTING • - 8 ! 20/1! 1.3 1 1- - -101 20/1! .4 1 1 +-12! 20/1! 1.4 CORNICE LIGHTING DISPLAY/CASH WRAP LT STCOCRCCM L IGHT I N3 1-14120/1! .4 1 1 1-16! 20/1! 1.2 ----- 1---- +-18! 20/11 .2 1 1 1-20! 20/1! .2 I 1 1 1 1-22120 /1 .4! 1 1 / +-241 / 1 ..41 1 1 / 1-261/ 31 .4! 1 1 + 1-28! 20/11 1 1 I +-301 20/11 1 1 1 = • == • M =2 = PROV 1 DE HANDLE DUCKS FCR CI RCU I T 1 ENERG/EXIT LIGHTING 5 IGN BUZZER/ T I NE SWITCH TELEPHONE EQUIPMENT E -1 SPARE SPARE SPACE SPACE SPACE ="'=== =ZS= = 1 DEMAND LOAM 30.9 KVA 86 AMPS NOS.:1,2,5114,15,16,18,20,(22,24,26), (25,27,29). ' • • 1 N TO: FROM: DATE: SUBJECT: (R City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM FILE - LICA NT" I7LJ 1-0D4-1 `'2 —c Nc% psi N a ussb lei .. Pryprnot\tAL- CALL oo , 19 a c o -- LAE,i tssag CALL mot-- oM N� I TCF 13t=TZLiF-e., "SQFpi) P (p 11/ ffi5--A0o02 (10 /T2.MEMO) ORDINANCE COW .IANCE - PLAN CHECK PROJECT: Sheet 2 of Date: 9-Z1 -Sn 6-to 19rtAQ12 * 88 -292 o-evuQ. Caumbegi Z13/313-4-143 The following corrections and /or clarifications are required to complete the plan review. so) Gai.Ez ,6,-,,,i, 0,,Th(41"j- 22 -S°v co le 414.014 4 enut te4 ii4.t. o- - ii.c usre C --77 4 1:4-. aiG o .. 124.0.4%, citsL. HA¢a.sed1 4o k►u 40-Z-68 Asc.,ear.wjA -(,fix- 13.6, '._....0 G. A2.C1 '5404. — 11,6).2-31,Z(.9 Chicago Metallic Corporation 111 5501 Oo-ncy .d L. Mx Gtlorn:. 58.2U•582•lac •. July 8, 1987 TO: ACOUSTICAL INDUSTRY SUBJECT: UNIFCRM BUILDING CODE 47.18 ZONES2, 3&4. THE UBC 47.18 IS PROVIDED TO GUIDE THE DESIGN AND ENGINE£RING'COMMUNITY, AS WELL AS THE INSTALLING CONTRACTORS, A GUIDE FCR INSTALLING SEISMIC RESTRAINED ACOUSTICAL CEILINGS. IT IS DERIVED FROM THE CISCA STANDARD WHICH WAS CCMPOSED OF ELEMENTS OF THE ASTM C-635; ASTM C-636; ASTM E -580; AND ENGINEERING EVALUATICNS TO MEET BASIC MINIMUM SEISMIC CRITERIA. WBEi EXTRAORDINARY LOADS ARE Etc-POSED CN THE CEILING SYSTEM (FIX•IURES, • PARTITICNS, HVAC CCMPCN NTS ETC.) IT ALSO PROVIDES FOR A REQUIREMMT OF A•- DESIQV CALCULATION BY THE ARCHITECT AND THE APPROPRIATE DETAILS TO MEET THOSE EXTRAORDINARY NEEDS. ENFORCEIEVT OFF TF2 CODE IS SU.,.� ACT TO EACH INDIVIDUAL D TERPRETATICN, AND LOCAL. CODE AGE +CY, PART IaiLARLY WcDI T' E PROPEL DETAILS ASE ABSENT FROM TEM CC t ACT . DRAWINGS. • . IN THE ABSENCE OF ARCHITECTURAL CALCULATIONS AND DETAILS, THE ARCHITECT HAS BY IMPLICATICN, AGREED TO ACCEPT THE BASIC MINIMUM SEISMIC CR.ITERIA SPECIFIED IN 9C:47.18. • SINCE THIS IS THE DOMINANT CURRENT PRACTICE, AS b GUIDE TO YOU, WE ARE PROVIDING CUR INT;...R.9R EATICN OF THE BASIC MENIMMI AS WRITTM IN UBC 47.18. • 1. ALL CEILINGS REGARDLESS OF SIZE. MUST BE DESIGNED AND /CR INSTALLED PER THIS STANDARD. 2. THE 144 SQ. FT. EXCEPTION PERTAINS TO LATERAL LOAD REQUIREMENTS ONLY; I.E. A 12' X 12" -4 WAY WIRE BRACING IS NOT REQUIRED FOR CEILINGS LESS THAN 144 SQ. E1., WITH PARTITICtNS TO STRUCTURE, BUT ALL CEILINGS MUST HAVE THE PMIMETER WIRE'S AND • BORIZCNTAL STRUTS AS NOTED BELCW. • 3. 12 GAUD V=ICLE HANGER WIRES ARE TO BE ▪ • INSTALLED A MAXIMUM OF 4t O.C. ALONG MAIN . RUNNERS AND NCT MORE' TBAN ONE IN SIX OUT OF PLUMB AND CANNOT BaiD ARCUND OTHER IT 21S IN THE PLENUM. IF THE WIRE EXCEEDS ONE IN SIX, A COUNTER WIRE MUST BE INSTALLED. 4. IT IS VERY IMPORTANT THAT HANGER WIRES BE BENT DIRECTLY ACROSS THE BULB OF TSE MAIN RUNNER AND TIGHT AGAINST THE CONNECTION DEVICE AT THE SUPPORTING OCNSI'RCCTICN: THEN THREE TIG T WR APS AT EACH CCNNECTICN. • 5. ' ALL TERMINAL ENDS OF MAIN RUNNERS AND CROSS TEES MUST HAVE A VUtTICAL HANGED WIRE WITBL4 EIGHT INCHES OF EACH WALL CR CEILING DISCONTINUITY. 6. LAG SCREWS CR FASTENERS FOR DIAGONAL BRACE WIRES SHOULD BE E.`IBEDED INTO THE cTRUC.ZURE AT LEAST 1 -1/2". PAGE 1 Oe 3 PACES 7., WIRES INSTALLED AT RECE.ao LIGHT FIXTURES WEIGHING BETWe, 20 AND 52 FOUNDS. A. IF THE GRID SYSTEM IS "HEAVY CUT?", CNLY TWO VERTICAL 12 GAUGE. HANGER WIRES, WHICH CAN BE SLACK, TO THE FIXTURE HOUSI`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r1G..SURFACE MCUNTED FIXTURES TO THE GRID SYSTEM. "CADDY" MAKES A GOOD CNE IN THAT THEIR IDS GRCUP COMPLETELY SUR.RCUNDS THE MAIN RUNNER CR CROSS TEE AND ALLOWS NEAT TIE CODE REQUIRES AS A MINIMUM, WHICH MAY NOT NECESSARILY BE ADEQUATE. 10. FIXTURES WEIGHING LESS THAN 20 POUNDS ONLY RAVE TO BE ATTACHED TO THE GRID PER S'?'n'!'fi't'r1T IN PARAGRAPR 9 ABOVE; FIXTURES OVER 56 POUNDS MUST BE L DEPEN'Dc,l'^'..Y SUPPORTED., THIS ALSO APPLIED TO OTEER. DEVICs S IMPOSED ON THE CEILING. 1. TEE ACCUSTIC;L CONTRACTOR• MAY NOT BE ALLCS•iED TO ATTACH WIRES CR Ct.A1'VS. TO TUE e'LaURE, BECAUSE OF G'NICN JURISDT_CTICN, BUT Fes. MAX BE REQUIRED BY SPECIFICATICN OP PLAN DETAIL TO FURNISH THEM. 12. FALL ANGLES OR CE;NuiELS ARE CONSIDERED AESTHETIC CLOSURES ONLY. MAIN RUNNERS AND CRASS TEES SHOULD BE PCP RIVE= TO TEE WALL ANGLE GN ADJACENT WALLS. BUT NClT OPPOSITE WALLS. Ott THE OPPOSITE WALL RCR.IZC:`iTAL SPACER BARS MUST BE PLACED WITHIN EIGHT LN=S- OF THE WALL AND LOCKED TO TEE MAID. THIS CAN BE EC NE WITH .THE VERTICAL WIRES AT THE TER.�1INAL ENDS OF THE TEE. OR FASTENED WITH A NAIL, WITH THE HEAD CF THE NAIL BE'rdEEN TEE NUTCEES OF THE STRUT' AND NOT AT THE END CF THE STRUT. NO NOTCHES ARE TO OCCUR WHERE THE IS NO TEE. • 13. CEILING MCONTED AIR TEP.MLNALS CR SERVICES ARE HANDLED SIMILARLY TO THAT OF LIGHT FIXTURES AS NOTED IN PARAMAPH 10. • • • 14. LAVAL BRACING WIRES ARE 12 GAUGE, AND THE FOUR WAY DIAGCNAL WIRE PATTERN STARTS IN CNE CORNER OF THE RLCM, 6' FROM EACH WALL AND Thal 12' SPACING IN EACH DIRECTION. TEE WIRES CANNOT BE MRS THAN 45° FROM THE HOR_TZCNATAL PLANE OF THE CEILING, LNCLUDfl G SLANTED CEILINGS: AND THE WIRES :RUST BE TAUT. A REECCED E.RACING AREA, FOR Ca` VENI.ENCE IS ALLO4ABLE, 'AN E IT.ARGED BRACING AREA (MIDST HAVE CALCL'LATICCIS BY TEE ARCHITECT. 15. PARTITION ATTACF* :TS AND LOADS MUST BE DESIGNED D BY THE ARCHITECT CT CR F CCINEE S AND INSTALLED ACCCiRDING TO THEIR DETAILS AND SPECIFICATION. THESE LOADS ARE EXTRACRDINARY AND CALC'S ARE REQUIRED BY ARCHITECT. '6. THE 1985 (IBC SPECIFIED A VERTICAL STRUT AT EACH BRACING POINT FROM THE CEILING .0 THE STRUCTURE ABOVE, THIS RDZC IR....1ENT HAS NOT YET BEEN ADOPTED CR ACCEPTED BY ALL PAGE 20'3PA CODE AGENCIES. HOWEVER, A FEW CITIES IN THE SEISMIC ZCNES HAVE ADOPTED THE STRUT VD MAY REQUIRE ITS USE AT ANY TIME THEY FEEL THE URGENCY. p/ UNTIL THE REQUIREM4T FOR THE VERTICAL STRUT IS OR IS NOT REQUIRED, WE SUGGEST BIDDING SAME AS A "QUALIFIED ALTERNATE ADD" TO YOUR QUOTE. QUOTES NOT COVERED IN THIS WAY, SHOULD BE ENTITLED TO AN EXTRA IF ADOPTION AND REQUIREM 4T OCCUR AFTER BID TIME. WHEN A VERTICAL STRUT IS REQUIRED, IT SHOULD DEFINITELY BE DESIGNED AND DETAILED BY THE ARCHITECT. AS OF THIS MCMEiT NO CNE KNcWS EXACTLY WHAT IS REQUIRED TO MEET THE MINIMUM CRITERIA OR EXTRAORDINARY LOADS APPLIED TO THE CEILING SYSTEM. • 17. REMEMBER, THE CODE IS A MINIMUM REQUIREM'EN'T AND THE ARCHITECT AND ENGINEERS MAY REQUIRE SCME'THING DIFFERENT AND MORE STRING= AND IF APPROVED BY THE APPROPRIATE BUILDING DEPARTMENT, THEN THAT DETAIL AND SPECIFICATICN MUST BE FOLLOWED. 18. TEE FOLLOWING INFORMATION IS ATTACHED FCR YOUR CONVDZIENCE AND INFORMATION: ' A. CMC DETAIL C -101, 4 WAY WIRE SPLAY, PERIMETER WIRES AND HCRIZCNTAL . SPAS BAR. B. CMC O.C. NUMBER 10, DETAIL B FOR NAIL PLACEM.ET'i' IN EORIZCNT?L SPACER BARS. • C. CADDY IDS -1.5 CLIP DETAIL FCR SURFACE MOUNTED FIXTURES. OW D. OBC SETSMXC ZONE MAP. . E. UBC STANDARD 47.18, 1985 EDITION. F. NATIONAL MODEL CODES MAP. i • 4 • 1, • POP RIVETS • 2 . �. RUNNER OR CROSS TEE • ; ACOUSTICAL BOARD A z O 1- Q a 0 0. O o 1L 0 :J Q JCe J < 1- W WZ Z3 0 00 0 o z v, u n- 5 ao 0 J LING DETA • N W 1- O z Z D 1- Z O 0 L Z X.2 1- , H Z Z u W o <a w X 0. N ••• O 1O w W -- 0 •- 1- 0. w 3cr •- J l--. • • 0 ` r 1• • < OZ▪ W•+ ZJI- ~JZZ 0< J• - li- •- IL IA JVc:IN 000 J z u w a• 0 W CD J0 •» 0. W 1• Q 1- Z O<0M 1-<0. IL/ JZin <z • u 0. <a 0 >>: < W 1-•-- W1- IY 1-X» J< . II-1- <0° J J. < 1- W < 1- J . WI-W�r1N00CX m cl3< •Z1-NI co N•+N 0 1^ 0 to J 1- 1 1-. 1• < w .J Oi - m<al u_ vlV •• 1- 1-1 O N •J0 a • vn I 2 •-• v1 O< N J I • '32X=••<I X a 69 at 1-I --o 0 0z; XZ1 -ZN =O. <•- <J NI Z uW •-W •• <Wv+<Xal tract JZIF - OI <aD =O X ~ O X21= J -- WI ZJIL V•+• -•_ < •gt 0 vl ce ∎ N • • • • • 1905 EDITION ,r• 10 —UNIFORM BUILDING CODE STANDARD NO. 47.18 . METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY•IN PANEL CEILINGS Based on Standard Speclficatlon C635.69 and Standard Recom• mended Practice C636.69 of the American Society for Testing and Materials See Section 4701 (e) and Table No. 474, Unif orm Building Code Part t Scope Sec. 47.1801. This standard covers metal ceiling suspension systems used primari- ly to support acoustical tile or acoustical lay.in panels. Classification Sec. 47.1502. 'The structural performance required from a ceiling suspension system shall be defined in terms of a suspension system structural classification. The Ioad•carrying capacity shall be the maximum uniformly distributed load (pounds per linear foot) that a simply supported main runner section having a span kngth of 4 feet 0 inch is capable of supporting without a mid-span deflection ex- ceeding 0.133 inch or 1/360 of the 4-foot 0-inch span length. The structural classification listed in Table lo. 47 -18.A shall be determined by the capability of main runners or nailing bars to support a uniformly distributed load. These classifications shall be: 1. Ught.duty systems. Used primarily for residential and light commercial struc- tures where ceiling loads other than acoustical tile or lay.in panels are not an- ticipated. 2. Intermediate duty systems. Used primarily for ordinary commercial structures where some ceiling loads. due to light fixtures and air diffusers, arc anticipated. 3. Heavy.duty systems. Used primarily for commercial structures in which the quantities and weights of ceiling fixtures (lights, air diffusers, etc.) are greater than those for an ordinary commercial structure. Cross runners shall be capable of carrying the design load as dictated by job con• drtions without exceeding the maximum allowable deflection equal to 1/360 of as span. A cross runner that supports another cross runner u a main runner for the purpose of structural classification and shall be capable of supporting a uniformly distributed load at least equal to the "Intermediate" classification. TABLE NO. 47.184—MINIMUM LOAD•CARRYING CAPABILITIES OF MAIN RUNNER MEMBERS Main Runner Members Suspension System lb/linear It (kg/rn) Direct Hung Indirect Hung Furring Bar Light-duty Intermediate -duty Heavy -duty 5.0 12.0 16.0 2.0 3.5 8.0 4.5 6.3 — TABLE NO. 47.15.B—STRAIGHTNESS TOLERANCES OF STRUCTURAL MEMBERS OF SUSPENSION SYSTEMS Deformation Straightness Tolerances Bow Camber Twist %, in. in any 2 ft. (1.30 mm /m), or X, in. X (total length. ft.) /2 '%s in. in any 2 ft. (1.30 mm /m), or Xi in. X (total length, ft.) /I 1 deg in any 2 ft. (1.64 deg /m). or I deg X (total length. ft.) /2 Dimensional Tolerance Sec. 47.1503. (a) Straightness. The amount of bow, camber or twist in main run. seers, cross runners, wall molding, splines or nailing bars of various lengths shall not dieted the values shown in Table No. 47.11.8. Main runners, cross runners, wall moldings, splines or nailing bars of ceiling suspension systems shall not contain local kinks Of bends. Straightness of structural members shall be measured with the member suspended vertically from one end. (b) Length. The variation in the specified length of main runner sections or cross runner sections that are part of an interlocking grid system shall not exceed t 0.010 inch /4 feet. The variation in the specified spacing of slots or other cutouts in the webs of main runners or cross runners that are employed in assembling a canna suspension grid system shall not exceed t 0.010 inch. cross section of m( 'unners, cross runners. wall molding or nailing bat shall be th specified dimenst r. 0.030 inch. The width of the cross section of exposed mail runners or cross ru,...ers shall be the specified dimension t 0.008 inch. (d) Section Squareness. Intersecting. webs and flanges of structural member ( "1," "T." or "Z" sections) shall form angles between them of 90 degrees s . degrees. If deviations from squareness at more than one such intersection are ad ditive with respect to their use in a ceiling, the total angle shall not be greater than degrees. The ends of structural members that abut or intersect other members in exposes pid systems shall be cut perpendicular to the exposed face, 90 degrees 4. 0, • degrees. (c) Suspension System Devices. Suspension system assembly devices shall sailsf; the following requirements and tolerances. A joint connection shall be judged suitable both before and after ceiling loads are imposed if the joint provides sufficient alignment so that: The horizontal and the vertical displacement of the exposed surfaces of two abut tine main runners does not exceed 0.015 inch. There shall be no visually apparent angular displacement of the longitudinal axi of one runner with respect to the other. Assembly deices shall provide sufficient spacing control so that horizontal gap between exposed surfaces of either abutting or intersecting members shall not exccec 0.020 inch. Spring wire clips used for supporting main runners shall maintain tight contac between the main runners and the carrying channels when the ceiling loads are in posed on the runners. Coatings and Finishes tor Suspension System Components Sec. 47.1804. (a) Protective Coatings. Component materials that oxidize or cos rode when exposed to norrrral use environments shall be provided wish protectiv coatings as selected by the manufacturer except for cut or punched edges fabricate after the coating is applied. Components fabricated from sheet steel shall be given an electrogalvanieed, he dipped galvanized, cadmium or equal protective coating. Components fabricated from aluminum alloys shall be anodized or protected b other approved techniques. - Componcnu formed from other candidate materials shall be provided with an aE proved protective coating. (b) Adhesion and Resilience. Finishes shall exhibit good adhesion properties an resilience so that chipping or flaking dots not occur as a result of the menufacturin process. (c) Coating Clexsincatlon for Severe Environment Performance. Protected cor. ponents for acoustical ceilings that are subjeerto the severe environmental cond dons of high humidity and salt spray (fog), or both, shall be ranked according t their ability to protect the components of suspension systems from deterioration. salt spray (fog) test conducted in accordance with the following test conditions she be performed: 1. Salt solution. Five parts by weight NsC1 to 95 pans distilled water. 2. Humidity In chamber. Ninety percent relative humidity. 3. Temperature In chamber. Ninety degrees F. 4. Exposure period. Ninety-six hours continuous. 5. Report. Upon request the manufacturer shall provide photographs showin worst corrosion conditions on components and shall provide comments regardin • corrosion that occurs on cut metal edges. on galvanized surfaces without paint, o galvanized and painted surfaces, at edges rolled after being painted, and on an change of paint color or gloss that is apparent at the conclusion of the test. Cole and gloss inspection of the component shall be made after washing in a mild soot solution. (d) High•humidity Tat. The tat and inspection shall be identical to that of th salt spray test. except that distilled water instead of salt solution shall be used. Structural Members See. 47.1805. The manufacturer shall determine the toad -deflection performance The structural members tested shall be identical to the sections used in the fin+ system design. All cutouts, slots, etc., as exist in the system component shall be it duded in the sections evaluated. Load - deflection studies of structural members shall utilize sections fabricated I accordance with the system manufacturers' published metal thicknesses and dimer sions. Section Performance Sec. 47.1106. The performance of structural members of suspension systems sha be represented by individual load - deflection plots obtained from tats performed a each different span length used in service. The results of replicate tests of three individual sections, each tested on the san span length, shalt be plotted and averaged to obtain a characteristic tad•dcflatic curve for the structural member. The average Toad- deflection curve shall be used to establish the maximum tar formly distributed load that the structural member can successfully sustain prior i teaching the defection limit of 1/360 of the span length in inches. The load -deflection curve shall be used to establish the maximum loading intent ty beyond which the structural member begins to y(cld. be,deteeaped by the manufacturer upon r� is of result' obtained from load• deflection tests of its principal structural. Abcu. Where a ceiling design in- corporated,* number of components. each of which experiences some deflation as used in the system. the additive nature of these displacements shall be reeogniaed in suiting an allowable system deflection criteria. Part II— Installs lion Scope Sec. 47.1101. This standard describes procedures for the installation of suspen- sion systems for acoustical tine and la•in panels. lnslallsllon of Components • Sec. 47.1109. (a) Hangers. Hangers shall be attached to the bottom edge of the wood joists or to the vertical face of the wood joists near the bottom edge. Bottom edge attachment devices shall be an approved type. In concrete construction mount hangers using cast•in•ptace hanger wires, hanger inserts. or other hanger attachment devices shall be an approved type. If greater center- to•centcr distances than 4 feet 0 inch are used for the hangers, reduce the toad-carrying capacity of the ceiling suspension system commensurate with the sc. Nat eentei•to- center hanger distances used. Hangers shall be plumb and shall not press against insulation covering ducts or pipes. [(some hangers must be splayed, offset the resulting horizontal force by brac- ing. countersplaying or other acceptable means. Hangers formed from galvanized sheet metal stock shall be suitable for suspend- ing carrying channels or main runners (roman existing structure provided that the hangers do not yield, twist or undergo other objectionable movement. Wire hangers for suspending carrying channels or main runners from an existing structure shall be prepared from a minimum of No. 12-gage. galvanized. sort-an- nealed. mild steel wire. Special attachment devices that support the carrying channels or main runners shall be approved to support five times the design load. (b) Carrying Channels. The carrying channels shall bc installed so that They are all level to within '/c inch in 12 rect. • Leveling shall be performed with the supporting hangers taut. Local kinks or bends shall not be made in hanger wires as a means of leveling c r- eying channels. In installations where hanger wires are wrapped around carrying channels. the wire loops shall bc lightly formed to prevent any vertical movement or rotation of the member within the loop. (c) Main Runners. Main runners shall bc installed so that they are all level to within X inch in 12 feet. Where main runners are supported directly by hangers. leveling shall be per- formed with the supporting hanger taut. Local kinks or bends shall not be made in hanger wires as a means of leveling main runners. In installations where hanger wires arc wrapped through or around main runners. the wire loops shall be tightly wrapped and sharply bent. (d) Got' Runners. Cross runners shall be supported by either main runners or by other aoss runners to within Xs inch of thc required center distances. This tolerance shall be noncumulative bcyond 12 feet. Intersecting runners shall form a right angle. The uposed surfaces of two intersecting runners shall lie within a vertical distance of 0.015 inch of each other with the abutting (crou) member always above the con- tinuous(main) member. (c) Splines, Splines used to form a concealed mechanical joint seal between adja- cent trines shall bc compatible with the tile kerf design to that the adjacent tile will be horizontal whcn installed. Where splines are longer than the dimension between edges or supporting members running perpendicular to the splines. place the splines so that they rat either all above or all below the main running members. (1) Assembly Devices. Abutting sections of main runner shall bc joined by mans of suitable connections such as splices. interlocking ends, tab locks, pin locks. etc. A joint connection shall be judged suitable bath before and after ceiling loads are im- posed if the joint provides sufficient alignment so that the exposed surfaces of two abutting main runners lie within.' vertical distance or 0.013 inch of cach other and within a horizontal distance of 0.013 inch of each other. There shall bc no visually apparent angular displacement of the longitudinal axis of one runner with respect to the other. Assanbty devices shall provide sufficient spacing control so that horizontal gaps between exposed surfaces of either abutting or intersecting members shall not exceed 0.020 inch. Spring wire clips used for supporting main runners shall maintain tight contact between the main runners and the carrying channels when the ceiling loads arc im- posed on the runners. • (g) Ceiling natures. Fixtures installed in smuttiest tile or tayin panel ceilings shall be mounted in a manner that will not compromise ceiling performance. Fixtures shall not bc supported from main runners or cross runners if the weight of the fixtures causes the total dead load to exceed the deflection capability of the ceiling suspension system. In such cues, the future load shall be supported by sup- plemental hangers within 6 inches of each corner, or the fixture shall be separately Supported. um.", , • .. ..... �... ...,... ,. ......, .. , vided for) to racer undesirable section rotation or displacement, or both. Is rase, runners suk .ing ceiling natures shall not rotate more than 2 degrees the fixture loads arc imposed. • Where feature installation would produce rotation of runners in excess degrca, insist! features with the use of suitable accessory devices. These devices support thetixture in such a manner that the main runners and cross runners w loaded symmetrically rather than eccentrically. Part III — Laterel Design Requirements Scope Sec. 47.1310. Suspended ceiling which are designed and constructed to support u panels or tiles, with or without lighting fixtures, ceiling mounted air terminals or ceiling mounted services shall comply with the requirements of this standard. tXCLrTiONS: 1. Ceiling areaof 144 square feet orkss surrounded by wall' .hichco ditto!), no the arucrure above shall he cumin (stun 'helmets( lnaJ design requtrcmcnns of snu.dards. 2. Ceilings constructed of lath and gluier or gypurm MarJ. aertw or nail ankh suspended members that support a ceiling nn one level eatcoJing (torn .dl so well. Minimum Dealgn Loads See. 47.1111. (a) Lateral Forces. Such ceiling systems and their connections 1 building structure shall be designed and constructed to resist a lateral force spccift Chapter 23 of the Uniform Building Code. Where the ceiling system provides lateral support for nnnhearin j'partitions. it sh designed for the prescribed lateral force reaction from the petitions as specified in Sc 47.1113. Connection of lighting fixtures to the ceiling system shall bc designed for a lateral foi 100 recent of the weight of the fixture in addition to the prescribed vertical loadi specified in Suction 47:11127; (b) Grid Members, Connectors and Expansion Devices. The main runners and runners of the ceiling system and their splices. intersection connectors and cape devices shall be designed and constr(tctcd to carry a mean ultimate lest load of net Its: 130 pounds or twice the actual toad. whichever is greater. in tension with a .s.e misalignment of the members in any direction. and in compression. In lieu of 3•d misalignment. the load may be applied with a 1-inch eccentricity on a sample not mon 24 inches long each side of the splice. The connections at splices and intersections all sh of the mechanical interlocking type. Where the composition or configuration of ceiling systems members or usemblic their connections are such that calculations of their allowable load - carrying capacity c be made in accordance with established methods of analysis. their performance sh established by tat: Evaluation of test results shall be made on the basis of the mean resulting iron of not fewer than three identical specimens. provided the deviation of any individu result from the mean value does not exceed plus or minus 10 percent. The allowable carrying capacity as determined by test shall not exceed one half of the mean ultima value. (c) Substantiation. Each truing systems manufacturer shall furnish lateral Ic capacity and displacement or elongation characteristics for his systems. indicatir following: • • 1. Maximum bracing pattern and minimum wire sizes. 2. Tension and compression force capabilities of main runner splices. cross t connections and expansion devices. An tests shall be conducted by an approved testing agency. Inatallatlon • Sec. 47.1112. (a) Vertical Hangers. Suspension wires shall be not smaller than ■ gage spaced at 4 feet on center or No. 10 gage at 5 fat on center along each main 1 unless calculations justifying the increased spacing are provided. Each vertical wire shall be attached to the ceiling suspension member and to the s above with a minimum of three turns. Any connection device at the supporting consu shall be capable of carrying not less than 100 pounds. Suspension wires shall not hang more than 1 in 6 out•of•plumb unless counters wires are provided. blues shall not attach to or bend around interfering material or equipment. A era; equivalent device shall be used where obstructions preclude direct suspension. 1 suspensions shall be a minimum of back•to•back 1 tls•inch cold rolled channels (oi eacccding 41 inches. (b) hrtmeter Hangers. the terminal ends of each cross runner and main runner: supposed independently a maximum of inches from each wall or ceiling discor with No. 12 gage wire or approved wall support. (e) Lateral Force tracing: Where substantiating design calcutations are not pn horizontal restraints shall be effected by four No. 12 gauge wires secured to the main within 2 inches of the cross runner intonation and and splayed 90 degrees from each an angle not eacecding 43 degrees from the plane of the ceiling. A strut fastened to d gunner shall be extended to and fastened to the unbent/11 members supporting the )lour above. The strut shall be adequate to resist the rcrskal component induced bracing wires. These horizontal restraint prints shall be placed 12 feet on ccntcr directions with the tint point within 6 rut from tech wall. Attachment of the tennis Io the structure above shall be adequate to the load imposed. 1. Su.t>drs et.e:neal t iTwes !ten ' stout:kat :ee far \ ;' :. 1' •see. 2.'/x••:0 stud. — vs•. 1;ia. 3' y.rr 4Sf1Ct•WttNC NUr (i•:Y:t) enefuded. 4. An 1 •.: and r s.c•ts r :ii r curs ue af•mins.m oain:ed. 4.6•16 available :n :lack tot painted ■aith an ISICid idifl. S. Ho ins:altati.n toots reCt ire• 1. ?tandinc cOp is tas :toes to win tee bar %bait sdettvil r tjp tt cd. Slade load limit 50 pounds. • • t. wilt musk( ft. 1141. 2. Prt.ites • meant •1 indeNnelent suyension •i rutvrts. f 3.Ito T.ualtatian toots fsdweid. 4. Static road Omit 63 lbs. Washer ring nut (4•1Ytt) • included. ct FIG.1 FIG.2 FIG.3 FIG.4 j../1 11 rt.: taint ma ••M t+.. r.t. 12. v... ea. e: Cc i ate.•r•1as a.:.. w. • • ••• ■•• • •• • •■ • •••• • • •• • • • 4 5• VA I::Z %J:f.• i ham- f" aa.: a �7:15:7:-;:':;"7: .• . •.1• iL . a • r -•:.^t -Wa , ---. — ! • • TWIST CLIPS • SIZIIC1G CHART � t COMBINATION t•• WASHER-WING CUT (t /' Cwd Tt preaicn by is /' dr• eateter). Available :c :ant:fy. Specify Cat.lto.t•Wft. Pzrka;ed 1CC pet bee. Weight 1'/ Om per ICO. CATALOG. MUatts ( STUO tt.CTu wttoer ( ftS :C•a 'tts•: 4.646 (aka:!) S4' 4 44.16.6 (aturs•painted) W . 7'ft 44- 16.1.5 (ztum.painted) l'A e 55: 44.16.2 (alum,:ainted) 2' • 51.4 6.6•16.3 (zlum•pinte4) 3' 6:4 4•Wtt S( *-Vi thread impassion 1!4 14.35 .34 (afut•s ;zin :c:1 this !enter 2 • racintd Ka Fey E•a. APPLICATIONS INDEPENDENT 2r SUPPORT i = `��-•. CLIPS 'te , ..9• 1 t m i 4 - •-�i3! lo r • • • GTA .00 1 UMB:3 , STUO (FltGTH WT. PER 100 (1.115.) IOS I• 6t/e 1054.5 1'/s' 7'ft 105.2 r 7'k ' 105-3 3' I'/e APPLICATIONS •••f • • • • • ( • • • • t .1, • • • • wires sun be au se two tome sna ana tome *um in such 1 manna mai tint Sklyril • I (Clip laid of not lets than 200 pounds or t sal design toad. whichever is greater, with • safety faros of 2. (d) Perimeter Members. tiniest perimeter rnemben arc 1 structural par of the approved system. will angles or channels shall be considered as aesthetic closers and shall have no 'swayed value assessed to themselves or their method of attachment to the walls. For tile ceilinp, ends of main runners and clots members shall be tied together to prevent their armful,. (e) Attachment of Members to the Perimeter. To facilitate installation, main runners and cross runners may be attached to the perimeter member at two adjacent walls with cleuwee between the wall and the runners maintained at the other two walls or as otherwise shows or described for the approved system. Lighting Fixtures Ste. 47.11113. Only "intermediate" and "butyl duty" ceiling systems as defined in Secilos 47.1102 may be used for the support of lighting fixtures. All Sibling fixtures shall be positively attached to the suspended ceiling system. The attachment device shall have a capacity of 100 percent of the lighting fixture weight acting in any direction. WU= "intermediate" systems amused, No. 12 gage hangers shall be attached to the grid. members within 3 inches of each corner of each fisture. Tandem fixtures may utilise commas wires. Where -heavy duty systems are used, supplemental hangers are not sequin:4 if a 41-inch modular hanger pattern is followed. When cross runners ire used without supplemental hangers to support lighting fixtures. these cross runners must provide the same carrying capacity u the main rum= Lighting fixtures weighing less than 56 pounds shall have, in addition to the requirements outlined above, two No. 12 gage hangers connected from the fixture housing to the structure above. These wires may be slack. Lighting fixtures weighing 56 pounds or more shall be supported directly from the strucone above by approved hangers. Pendant-hung lighting fixtures shall be supported directly from the structure above using Pio. 9 pge wire or approved alternate support without using the ceiling suspension system for dines support. Mechanical Serviette • Sec. 47.11114. Ceiling mounted air terminals or services weighing less than 20 pounds shall be positively attached to the ceiling suspension main runners or to aft. runners with the same carrying capacity as the main runners. Terminals or services weighing 20 pounds but not more than 56 pounds. in addl. don to the above. shall have two No. 12 gage hangers connected from the terminal or service to the ceiling system hangers or to the structure above. These wires may be • slack. Taminals or services weighing more than 56 pounds shall be supported directly from the structure above by approved hangers. Partitions Sec. 47.1115. Where the suspended ceiling system is required to provide lateral Support for permanent or relocatable partitions, the connection of the partition to the caling system the ceiling system members and their connections. and the lateral force bracing shall be designed to support the reaction force of the partition from prescribed loads applied perpendicular to the face of the partition. 'These partition reaction forces shall be in addition to the loads described in Section 47.1111. Parti- tion connectors. the suspended ceiling system and the lateral force bracing *hail all be engineered to suit the individual partition application and shall be 'heron or defined in the drawings or specifications. Drawings and Specifications Sec. 41.111‘. The drawings shall clearly identify all systems and shall define Or show all supporting details. lighting fixture attachment, lateral force bracing. parti- tion bracing. etc. Such definition may be by reference to this standard. or approved system. In whole or In part. Deviations or variations must be shown or defined in detalL • • • • •: • • • •• • . 111Ul.IUM1.3^nunvnotn� ••■■.‘■•••• -•••— t _r. .. rulronronnoMOrwttolras Or1(CTMM Or Hp ,I1TO•(TAL fortes VaLVt Of C.1 I: E.tenor bearing and nonbearing walls. ■ntcria bearing walls and putiliont. interior nonbearing walla and palllrioni --see also Section 2312 (j) 3 C. Masonry or concrete fences over 6 feet high Normal to flu surface 0.34 5. Suspended ceiling framing systems (applies to Seismic Zones Nos. 2.3 and 4 only) —sec also Section 4701 (e) Any direction 0.341 6. Connections for prefabricated strucru el cicmenu other dean walls, with force applied u caster of gravity of asembly Any direction 0.31 - 7. Access floor systems Any direction 0.3'. IC, for elements laterally self - supported only at the ground level may be two thirds of value shown. 3W,„ for storage racks shall be the weight of the racks plus contents. The value of C, for racks over two storage support levels in height shall be 0.24 for the levels below the top two levels. In lieu of the tabulated values. steel storage racks may be designed in accordance with U.O.C. Standard No. 27.11. Where a number of storage rack unite are interconnected so there are a minimum of four vertical clemenu in each direction on each column line designed to resist horizontal forces. the design coefficients may be as fora building with K values from Table No. 23.1. CS w 0.2 for use in the formula V • ZlKCS'.Vand W equal to the total dead toad plus 30 portent of the nett-rated capacity. Where the design and rack cenfisurations are in accordance with this paragraph. the design provisions in U.B.C. Standard ,No. 27.11 do not apply 'For fletible and flexibly mounted equipment and machinery, the appropriate values of C, shall be determined with consideration given to both the . rnie properties of the • equipment and machinery and lathe building or suuc: rc in which it is placed but shall be gat lest than the listed values. The design of the equipment and machinery and their anchorage is an integral pus of the design and specification of such equipment and machinery. FIGURENO.1 SEISMIC ZONE MAP OF THE UNIT EO STATES r e For essential ..tie' and life safety systems. the design and deuiling cquil which roost remain is place and be functional following a maps cuthquakc shall col drifts is acAXdanee with Section 2312 (k). `Ceiling weight shall include all light fixtures and other equipment which it fat supported by the ceiling. For purposes of determining the lateral force. a ceiling wci no teas than 4 pounds per square foot shall be used. 'The force shall be resisted by positive anchorage and not by friction. 'See also Section 2309 (b) for minimum load and deflection criteria for interior part!: 'Does oot apply to ceilings constructed of lath and plaster or gypsum board screw c ruched to suspended members that support a ceiling at one level :.+tending from wall. 'W, for access floor systems shalt be the dead load of the access floor system plus 25 pt of the floor live load and a 10 psf partition load. • TABLE NO. 23-K— VALUES FOR OCCUPANCY IMPORT. CE FACTOF f►t Or0C .upou•CT • 1 Esxotia/ facilities* 1.5 My building where the primary occupancy is for assembly use for more than 300 peruses ('.n one room) 1.25 AU other 1.0 'See Section 2312 (k) foe definition and addit onal r..quir_mersta .ar esundal f • ar • U4MJC RUSK YAP Of THL WITCO $TAT311 \r 200,11 a • W damage. M tome 1 • aWw d.m.g.; dal.M..Ar.e.,.h.. may eau.* 4111444911 N 114M.e110e4 ..4N Nr•drna+•W p. 44 W an 1.0 a.ee.d; een..ee.•d. 10 tees V a..• 111 el We M. L• few. IOM( 3 • Wd.•w e..•.gti der■ye.•M V 1na....1ry Vf el Om; M.aa.• SW. IOM( 3 • rotor d.w..M: eerwyende M M4...147 Vta ...d Mgner el nr Y.M. 14an. 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I!j•'t:tT•' ``, ;lam,_;•41I "'!L' =i'y jj it1 i ^� ~r3-r ' •f , 1 :1.71-11.13-, yF�j ,.y I ; 4L7I1 r-�;`.; it i""'[,� ! 1, 11, ! 11-7r044._____1. j l i t l 1 A it 1 ltt ' (1• II _may J I ),_14-44.25u„ . _ -L 'hl1 } 1.0 i ll 1 : t : : 1 t t --lb ! 1111 11 r'• 1 1 1 �� ':Il • !! _.J . ` .r •1ilr•y -, ttom1 1 �,-,,4 lt�— • i 1 IIi- -S-i'+ I. 1.1 1 1 Z,■ t...1 j • I •: 1 C ria.--1 3 iJ •,1 .-. -.- f -�-r. :' • • tti ,_ •�--• 71 t4 r.r LLl l it • • • /r • LQ.11..I• 1 U 'I u: „,I 1 �I•� % • • n.i7-t r�••• • :• 1j re fl l '';!�r�• turn �.....•. . •” f • • •• HEIN CONSTRUCTION 10301 University Ave. N.E. Suite 218 Minneapolis, Minnesota. 55433 (612) 780 -7912 25 October 88H )Mr. Bob Benito City'of Tukwila. 'Building-Division 6200 Southcenter Boulevard: • Tukwila,.WA 98188 Dear Mr. Benito: Howard Hein General Contractor OCT- 26 1988 RE: Software, etc.` Southcenter Mali Tukwila, WA Enclosed, • for your information, please find the Electrical Specifications, . Revision 1, for the above - captioned project. Sincerely, HoWard,J. Hein Generale Contractor HJH /1b Enclosure panel schedule handle locks for circuit seattle energy code lighting power budget compliance form lighting wattage tJ. W kel ii6(x 11 111• -• 11 Q•' .. a� �v,c°ma IV N «• C • •- .0 0 . U C A- N p •OO • • DO c -u- • z., - t . F.' ✓A O c a •• O -• u M • u (.J - u - 4 C A bd. O. c ty - Np • «ar-• .. a u c a o -^ o os x- 't1t -wr v 0 v1 0 N U 4 0 a 4 u U . U ^_ 4) (CO ,J )#) �C 7 .c .c (0 4 to O •b 4 r O • N • of • O (d 4 a r 04" N aN • v a. 0 0 1 • -0 C o r ro b • - 'V a U K .°+ N .CC N C 0 4) C vo 10 t0 C Or •••o • - C a s N v a .• 4)•- 0. •-• o • J N ? A w >, O N 0 •- +- •., M. C - 0 �- .0 4 0 o- 0 0'0 t..) .0 10•- o a 3 v-• 4 In N 44 Q 10 '- C Q (0 ) D. .- ° IN .c (0 NN • a r ••• - N C .0 : 10 • v, _0 ••- •C • -.4 r 0 4u) U OZ .0 €« • 10 U (0ADaa (J 4 4) 7 0 u 4 0 C =, .n u .c 9 1 r A N .0 • 41 v VI • - - (0 4) • (0 In A C 4 DO•- L. • .c 7 0 Cw C ..v, a..... I.. 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II 11 11 11 11 11 11 11 11 11 n u II . 4 u 11 11 11 11 11 11 11 11 11 11 • • • • • ii 11 It 't :a 3 :i a nil m Zio MR :11 a 24 1111111111111 I N li M n o a M N M o 4 r w N 4 •1,1.1.1 1,1 1.1.1,1.1.1.1. •1 1 I 1 • • • .1 0 14 K 14 M 14 14 114 M )4 44 14 14 M It •• 1 M l'• • 11. y 4, r: 0 11 V 4. 4. r n. x •1 N .•- S ro i•1•) Rl C7 e 1. 0 I.I •1 14 an1 a1n1n4 :IIan1nean1n1 LA :1 41 .1 • 41 11 11 t' It 1 .•' ( • t: 1• •.1 w A • • M M N 5 M r 1 M M 11 11 • 11 11 • • • • • • • • • • • • • • • • 14 NMNMKM>'IK14M 14 104 MM :snlaxnoao2oalasxsaa OOttI1 •Cl • • • . . 1• • • • • PIERCE ARCHITEC" 7416 Major Avenue North . Minneapolis, MN 55443 .(.612) 566 -3871 . • .. TO IN (ONS'1`zuc_,Ticc%I4 to3�r UN'V. vE. , Goonl S 7 WE ARE SENDING YOU IErAttached ❑ Under separate cover via Shop drawings gr Copy of letter ❑ Prints ❑ Change order DATE lCJ- Z.S "�8� ATTENTION JOB NO. RE: Snu* -lfc r t 19c) ❑ Plans ❑ Samples ❑ .44,p.Fnr /51- the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION l-c 98 �,e�it).... s . �._.. - ; .. C /C, ,O .11-77.0-1-1-1 c— Cv CS IS/.q/G .O� ?A/ 4..5) 1 ISM/ _ p_. ' 1 LS 2— A- 1)13EN pug 'i'1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval 12KF-or your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO PROMO 2442 tu. r+mu. Mrs 01411 SIGNED: If enclosures are not as noted. kindly notify us at once. LEXAN Sheet CLEANINGAND MAINTENANCE ES 10- 11 9-28-87 FOR USE WITH Cl2P AND C2OP SERVICE DOORS WITH VISION WINDOWS, VISTAGUARD ROLLING GRILLES AND VISTAGLIDE SIDE FOLDING CLOSURES Cleaning Instructions When LEXAN sheet is first installed. glazing compound and masking paper adhesive can be easily removed by applying naphtha (VM &P) or kerosene with o soft cloth, followed immediately with a thorough soap and water cleaning. DO NOT USE GASOLINE. Adherence to regular and proper cleaning procedures is recommended to preserve appearance. Washing to Minimize Scratching Wash LEXAN XL sheet and LEXAN THERMOCLEAR sheet with a mild soap or detergent (e.g., 409 Household Cleaner) and lukewarm water, using a clean sponge or a soft cloth. Rinse well with clean water. Dry thoroughly with a chamois or moist cellulose sponge to prevent water spots. Do not scrub or use brushes on these products; their coating is UV resistant, not mar - resistant. Also do not use butyl cellosolve In direct sunlight. Fresh paint splashes, grease and smeared glazing compounds can be removed easily before drying by rubbing lightly with a good grade of VM &P naphtha. isopropyl alcohol or butyl cellosolve (2- Butoxy Ethanol). Afterward, a warm final wash should be made, using a mild soap or detergent solution and ending with a thorough rinsing with clean water. Minimizing Hairline Scratches Scratches and minor abrasions can be minimized by using a mild automobile polish. Three such products That tend to polish and fill scratches are Johnson Paste Wax. Novus Plastic Polish 41 and #2. Novus Inc , Minneapolis, MN and Mirror Glaze plastic polish (M G M10). Mirror Bright Polish Co., Pasadena. CA. It is suggested that a test be made on a sample of LEXAN sheet with the product selected and that the polish manufacturer's instructions be followed. Some Important "Don'ts" • DO NOT use abrasive or highly alkaline cleaners on LEXAN sheet products. • Never scrape LEXAN sheet products with squeegees. razor blades or other sharp instruments. • Benzene, gasoline, acetone or carbon tetrachloride should never be used on LEXAN sheet products. • DO NOT clean LEXAN sheet products in hot sun or at elevated temperatures. CORNELL IRON WORKS, INC. CRESTWOOD INDUSTRIAL PARK MOUNTAINTOP, PA 18707 The following cleaning agents have been found compatible with LEXAN sheet, LEXAN XL sheet and LEX 1 THERMOCLEAR sheet. The manufacturer's recommendations and instructions should be followed. Formula 409' Top Job *" Freon T.F. VM &P grade Naphtha Joy "' Windex with Ammonia D "• Palmolive Liquid Registered Trademark of the Clorox Company •" Registered Trademark of Proctor & Gamble "" Registered Trademark of the Drackett Products Company Registered Trademark of Colgate Palmolive LEXAN' MRS Sheet Cleaning Instructions Because of this material's high mar resistant coating, avoid the use of abrasive cleaners and /or cleaning implements that may mar or gouge the coating. Graffiti Removal • Butyl Cellosolve (For removal of paints. marking pen inks, lipstick, etc.) • The use of masking tape, adhesive tape or lint removal tools works well for lifting off old weathered paints. • To remove labels. stickers, etc., the use of kerosene, VM &P naphtha, or petroleum spirits is generally effective. When the solvent will not penetrate sticker material, apply heat (hair dryer) to soften the adhesive and promote removal. GASOLINE SHOULD NOT BE USED. THIS LABEL TO BE SUPPLIED ON ALL CURTAIN ASSEMBLIES WITH LEXAN GLAZING. GLAZING MATERIAL USED ON THIS PRODUCT MAY BE ATTACKED BY USE OF IMPROPER CLEANING COMPOUNDS OR SOLVENTS. CONTACT FACTORY FOR RECOMMENDATIONS BEFORE ATTEMPTING TO CLEAN. OUANTITY ANO SIZE. x K N W 0 IMPORTANT • C: _ t. ICNb� Ult .O N 6 4ivim. .L) tt�� V 2.G MI1 v: 0.1 CQ •s o C.+ o' 1 t e - o.r.o� t. roc: •e a i C o •0 .1 0 y>,2+ -e 1. 0 N • o • 1. 1' :311117.;.= N 0 0 GH -eu 4' 4.14 V1 • ro •..1 N 4' (1 i. r11 0 E NO •.• C m 2 ttr •e t....I o o .rl(l 0 Cu • C. coICox E Pull down polo .IIh hook prodded. C•ri.ia - oiu..inr.. ..i.I Ii.iah red. ..1116 k.o•a• i 3 i Coll are.' IN • a • wI %I I% IIlI IN ea N =laa a a O ,w • S O 0 ■ a• . O 0N 1 N n. s� mo IIr L.; ' ii SECTION A -A 1 GUIDE DETAIL N -7.-10 m/-1." IMI1•4 •9.1 J 1 --R _AN t1 75` 81 01'3, • 1". A W.rking din.ensIon -Held! 0,•01••13 II°D • I PLAN VIEW Finish width W 1- J X t d - 11�► ✓ .4 at 2• 01000 _, s,0 Oj1112 at 11.02 0 OJy U)¢J x '4 �'_�t •mot . � Tenant Name Software Etc. Southcenter 0472 Shopping Center Unit No. APPROVAL STATUS Note: LANDLORD'S approval of TENANTS Drawings is contingent upon TENANTS compliance with LANDLORD'S comments and shall not be construed so as to hold LANDLORD liable for either the archi- tectural and engineering design of the PREMISES or the accuracy of the information contained in TENANT'S Drawings. Should any con- flict arise between any of TENANTS Drawings and the lease, the applicable portion(s) of the lease shall be determinitive. LANDLORD'S approval of TENANT'S Drawings will in no way alter, amend or waive the requirements or criteria of the lease. ❑ Not Approved For Preliminary Design. ❑ Approved For Preliminary Design. ❑ Not Approved For Construction. Revise & Resubmit as noted. iN Approved For Construction. ❑ Approved For Construction for Revise & Resubmit ❑ Entire Package ❑ Individual sheets as indicated All resubmittals must include five blue - line prints and one sepia 1 REVIEW COMMENTS 1. ARCHITECTURAL 2. ELECTRICAL 3. PLUMBING 4. H.V.A.C. Approved as noted - Revise and resubmit - See comments on prints Approved 1. See attached comments N/A Approved as noted - Revise and resubmit - See comments on prints 1. See attached comments ADDITIONAL NOTES 1 ❑ 1. It shall be TENANTS responsibility to verify all existing construction and equipment and to upgrade or replace same to comply with the more stringent of 1) governing building codes, 2) the Federal Occupa- tional Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City, and local health departments and utility companies, 4) the require- ments of LANDLORD'S fire and casualty insurer, or 5) the provisions of the lease. 7 2. In the event LANDLORD does not permit or TENANT cannot or elects not to reuse any portion of the existing construction or equipment including, but without limitation, conduit, ductwork, piping and HVAC equipment, TENANT shall, at TENANTS expense, remove such construction or equipment and thereafter make all repairs to the roof or other related portions of the PREMISES as may be required by LANDLORD. All disused piping and open connections below the finished floor or behind finished walls shall be sealed in accordance with LANDLORD'S requirements. ❑ 3. In the event that LANDLORD permits TENANT to reuse all or a portion of any existing HVAC system(s), TENANT shall employ a qualified contractor to verify, by written confirmation to LANDLORD, that such HVAC system(s) is fully operable and in conformance with LANDLORD'S design criteria as provided in the Tenant Manual. If any portion of TENANTS HVAC system(s) is not fully operable or does not conform to LANDLORD'S design criteria, TENANTshall, at TENANTS expense, have its contractor repair or replace same to comply therewith and thereafter provide LANDLORD with written confirmation thereof. )O 4. Sign. This review does not include TENANTS storefront sign. Prior to beginning fabrication of TENANT'S storefront sign, TENANTS sign fabricator shall submit shop drawings to LANDLORD for approval in accordnance with Exhibit C of the Lease. )O 5. Sprinkler. Prior to performing any sprinkler work, TENANTS sprinklercontractorshall submit a minimum of seven (7) blueline prints of sprinkler shop drawings to the following for approval: FACTORY MUTUAL DISTRICT OFFICE The Plaza Center Bldg. Ste 1105 10900 NE 8th St. Bellevue, WA 98004 (206) 454 -3931 ❑ 6. Changes. Once approved by LANDLORD, no changes shall be made in TENANTS Drawings except up n X the prior written consent of the LANDLORD. C 7. As -built drawings. Within thirty(30) days after the opening ofthePR•EMISE ., a _i' ,.ksa snail stitinitas-Wit drawings and specifications of the PREMISES to LANDLORD.. field w/package 3. Facerti.vG CC: BY: Zatw Terwt CcorSrador LANDLORDS REVIEW SHEET CONT. 1. Service and voltage characteristics` - 200A 120/208V 30 4W. Empty 2"c from meter bank G' by landlord (existing) ;4 3/0 and 1 #4 GRD by tenant. Rooftop Location - locate over reinforced joists. Designated struct. area occurs on other side of space. . Distribution system — correct for unit location. • RTU designated structural area occurs on other side of space check column designation. Incorporate S -1 (Structural support detail) into mech drawing set..., ORDINANCE COMPLIANCE - PLAN CHECK NOTES PROJECT: 4.1 2.1.01...1....■ . _I1A V. OCCUPANCY GROUP. Sheet I ot Date.ci-ZI-E3S * ef3-0clz ttail-hda- 44 Cp 0 2. TYPE OF CONSTRUCTION 1C-11 144)7-4.Atiattg.4 e/3. LOCATION ON PROPERTY44et er4. BLDG.HT./#0F STORIES a5. FLOOR AREATEtk--.2e64.0 ef6. OCCUPANT LOAD____Ja64 450 z DETAILED REQUIREMENTS OCCUPANCY 08. TYPEOF CONSTRUCTIOt41Qat,t4 144. O.K. VeitAtee.... +1_ 2- t4. 09. EXITING kr 3172thim-4kto,A- e10. CODE REGS. 11. ENGINEERING REGS.& REOMTS.6 eaitka. UkfleA - cock chr of A0-12J 2112. COMPLIANCE W/ W.S.E.C... *AA AeciA 4 diLt 13. COMPLIANCE W/ CHAPTER 51-10 W.A.C.DIK• cctot4-vi"aun^' 4401Aututes 1.644..A4 • ft 612 780 2267 HEIN CONSTRUCTN «1111T_NOI DIRICTORY 11/07/88 12.27 141 FIRE RESISTANCE RATINGS (5XUV)— .Co,t /nuad toale► voles • • hh Ints►•a.tl,n, Adenine Nn the •f taltlno 6Gppbrt end etlffenat shoring!. to o Ieipel 1 =n, ane<e Nevi It •II etntl,•� =M•rltsUsn with Mitt and •f *venal) wtra.ttod 1t0•t11 11 wfth 41 $WQ poly wtr•; here how, (ol•i •Nslns. IO not lasted 4 ft. 0.C„ •etd� .' ' /Ntad s1llMSl1 Inav be atltitta /, 1. N•nt•r WJr•-dita, 111 IWO •Nv snot, ou•Nnd•d lent •6!d.101),d ahann•Ia 101111 41 In. •lone matn'IMAM and s1 snda where ►rasa s/stnst Iles wane, Addtt{onut wtraa to telly, I • ' It tn• OM, •f van tool where butted a1stnot the wade, Wh•ra'`eI5•10144 shannola (tom i} are n• Ws /, hinter Wir•• *n is bs�euependod Own bottom •hard et Islet•, 10. Stool Frontlet Mentben•—Mltn wnnerti 13 ft longs 'soot/ 41 In. Q.C. Crote Net 4 ft lent, Installed psfpsn4tsdIur I• noes finite', 'posed 14 In. O.C, , 1 Chloa1• motallle Card jrp. I4 N it 160. : ill 1 • N•ti•+tat Ratltn MNtertlir Mem Aew111111 MolerlaNOto w MWdttl • 17 11 MI iolnt•141•41 Mills U•r.Typso 11 i'14000, .1000aw.$0o0, et, .$006k, Aelly $4 bt► 4,1•14 111•111 Santis; ierdar' polls sopO.rtsd 11 wells IAM%%, 14/1 t6. d/Y ir4 In. noun. Ili •tur1.1e poffs►attenM. s 6�n Ns I N d sr •Feat pow M. 4,C 'Wh 11 %untie the tit WI,IIIfleede11 Mar161n1 �' r " P un a Traa /$' i. M,IZI 4i 1 ;h ,•twtrsd, ":11, Ne14•D•orn e�t, tto,'a1 Mi4 p e , p , so w t eo 1 ,,, •„ 11.111•111.1 1.1 (feu of hod dow .floe, .n, a , Design No, P202 Reetrelnld Assembly�I RIV11n 1 -1 Hr. Unrestrained AM1lmbly Rating --'1. Nr.,.. • Unrestrained Seem Mating --1' Hr. 1 , , 0 0 (•' 0 () 0 limo's* 1 . Moon►— WIAI>Z min. etas. 11 1, .0 0•artntl—C•neted r j .1 het mooted •r sold ooptloetl•n matsrt111 sonraadbts with In, •w IItert(1l srlbsd heroin PAM molds Class A, II or C °overbill, 111 fullding Mot/rlelf '' Oinetery•Aee� Cw•rinl MItorlalo4T Itee1101 Me1•rlel'- Optiono6 y�nyt4p el pe or soden vu or beater, appltad weft, 14hselva to Mee s ! (loot, ewwppee *eproa, 2 In. on p�1es, • Fortlrlbw Os,. & & 0001,10112•, , '1, Adhssiw •..Ts b 1e th board Inautatton. Ajilled at rats 0 0.4 not /t00 era et /. In. w4411 rlMrrena asoci,Mi I17j�,', 4, halfwit an r Siirta .1 ?•tat thllkn/1101 1 In, to be 330333 t• raper bs,A•f et dlrsetly f0 Ping reel 1st II WOW banter N Net 1144, The end i•Mts •r Walt Shan b. atap/o►•d, In� tt eI PllMMaltta, tna. 1. 11t••1 Roof p•aia• Uitotto 1fIat0-►Mtn V, In, (lo,, °std 20 A. Wide, ta1v, Nwie mil dash. MtnIfnurn 1 ,11 �0 M 0, Flutes ipprerr. 4 M. 00., WIIN to e•eti slat wktq w,tdlns wash. CIsssltted 214,1 l�tsor end Penn 111011, UnIt tn*Orio.Mp011n 1 at t 114..hi, des*, rely 111011, MI6 IDVIt Is 21 M10 ler 30 In, wills snits Ind 31 M10 114,14•1n, wills. 'mho, /peolnt of walls bI11•111tt vnhl It ewlp•ri• OW net *soled 13 In, 0,0. Ad}eo•nt units bht1•hpunohsd or w•llad 1 ether i1 lo. 0,0. •Ions ells I•Ub, �na 0 Rant 04040 In. wtda Types A, F. 1, OW; 111n, wife Yy.e 0. 0, t@t•aI J•Iaa1•• 012 m n sus; a'•011d 41 Is. 0.0, oast, welded to end auprert•, 7, lrldttnr/i M. d�A6 Stott bars, watdae t0 top s,d behest 00 00 of oath elo. a. Hanger Wki..No, fa *W0 lolv a041 wkre, 101114 Est ewe 41 In. 0,0, $ snf main r,inna •std N Mew? sddttlsrtety at Interss•tlons of grid awp•nlbn mornb m at on fame seniors of Pohl ftruwrss, at *inters of moo toad •dj•sent t. lino dtntonslons 0Ilaht feature., at contort sl epee toss 1d11*snt to Ill dust sWtata, and Si sinter sf srsl* teas nearest and p•nisl wkh walla. TM Minter wlr'es shall M ate shod a IM I•ws/ sherd at suet Ito' foist', 1, C01MoIlsd OM6n110 —k0, 17 Melt; 50114511/4 Neel. 1 'lets, doss •kannsla,,Iaul whiter air lwt OM owe •reel by Ihenget WINO St oaah and, 'posed nos Over if In. O,C' end st et sww ea N •wtl•f' the air IMO. 10. A1r OYStr4114v stein 1$ M00 men thIIII stool. ?Met Yes •l duet ...nine' net to •,tease $7 ors Mt, bit 41411 100 M ft •i Gatllr►t 0155. Me of Indlwdtul slat •Mntnt .101 to 66116611 113 •, In. Matt, 405111110A NM .nt6/ 12 Is. 11, 00r1ep-.Ns. 11 M10.104 mil, 14 by 14 In ,Pr•ttstsd an bath surf's,. with r /u' fn. *teem. N Mr piper Ind mold •psi+ with • •w,tbls nk tlosrtne'ttl0 Ul• listing Marv!. 151,666, 16 6601166 wt ewt1s$ 1 In, In In. • r . 12. Stool Pras1M Mambo ►a' —Msln tonnes, 121t len1,1moosd 41 1n.*CIC. psr.•ndteutor 40 and at ants M tIi 4lhttwrss, best esss,�MminallY 11 In, lane, 1+611 /Mod .�►I$•ndlautsr t• main wn, Mrs, 4In, Q.V. ' LOOK FOR MARK.ON PRODUCT • • $.612 780 2267 HEIN CONSTRUCTN 11/07/88 12:29 P03 144 t ' MI NI1111TANO$ Dnillei i1 FIRE RESISTANCE (RATINGS (RXUV) - Con: /nuag1 Wow wlro.Coil leo ih►esd•d *rough two 'tote toggled M tha up at the 11a$ura Owing N pooh will of the nature. The *dJa.ent Greortsse .hall else be .u»aei*d at .'ddsip.n whit NI 12 Mil ooh stool hangar wire. Yh* Type 1V411/14 II/stares ere 0441044d t4d fir 414 wit km& . ad "T" 1y'* Mall praMing Malabir., reoeta of Wass net to .areal lea pe 100 eq ft of .&ies ans. Wlrad M w.Metrnene. whit NatiAel eleotrl.al csdc 1 Unwed p'rTyp• 1V4044 14, mitre prIt4•tien ut'f 064 .erne mMetsrlal a1 (Ism 10,10 %HM * W. aided •nitau►., no '1 minimise In assail rti ebnnar Vs In, I /Agar IMO will? 1h.A tha Iatwia *1111 .uM.t•M dqM to provide et least 1/1 in. 4i11nn.e batwaat the top of the fixture end the /n•lelura, Maw , 01110 INsthor by 14 4aW spell 11 In. OA. 14A, Allarn•la Nom rot.etIon•Alatta end tltenketN64•1 /4 Ire. thlolc, eta Into !•1is to lofts '11v1.e1dsd'malamute; trait :olds? In Irasretetierb a p veil 1/1 1A. ton .r 1411 wider thin the fpr' tore and the enNOsur.,' Ple..e'held,t•1•he/ by tl.W0 111 wit., When Type 0V41/24 pant Noires are vied, flatrr. •ret.1tt•h 111111 BonaIst Of a 10 p1•oa MIMI en .psael. The Meal length shall be a min of, 11,141. end i wtlth 1 M n wl 11.1/4 In, T40 N• 1/00/11111 wintered over M• fixture and �p OMNI ato.d lb drop• lvlr the Rowe• Moe, T11• 4015.1 • Ma tee relies shell b1 Ilh 1s "Assam 14 ls.eAlsdat• hanger %ANNL TM Ipsests Shell eeM l of .1•rea 'pI.N1'of ;•rel.4eos.Itl.nte peephole to and snood solosxlntatl�y 1 M, h1 �j ' ends of oho tight llxtyr• end Of 1n1•1101At. Ind •144•11 11 balls 1 In, long by 4•1/2 In. h h IM , ,hall In plus sla%Asi'it11 Mold, end penile with, Nei 10 $WO sent steel wits. The win b 'lased SIainst th• ond shoe et .bet mid hell/4 end Iwlal.ti.d to the hanger wiril wl' *weer! .1 the flown module. In wddltl•n, the and sleet shell be ...ur.4 with Ne, 10 IWO oaty glad wire rennin "intently P .m ih. nl *ln runner I• Al NIA( *two honor wit* • 4 M1•t•Usd, Ya0 AMuatt/a) Poedttete 0w,..Typs 0A. 11, Atwetloal Mat.rlal•— Nominally 14 by 4 IN nerwontllatin5, loin pangs, larder Hob ,supp.rted by 1.11/1 In, ehenn.l. of 114 MIS p.IAtw1 11111 with 1 /i� and 1 In. leas, ?we 11416 .down silos to be pissed •n sash me, tse, with 1140114$ •11•4 u rl4uir•l, (1J • awfsos pert* sedans, /Ilirinp to .U112 i/ilffullonlMe�i. �p,Yyp1�IN In,'A�11 I. •r Mn), , D,,Ian No P$O$ ' Roltrstnsd Assembly Ritina...r /. Hr, Unrestrained Assembly 1tstIn1.J /. Wes , U1nrt .aimed Seem Rasin-J /• Hr. ., ,',' WI" /Peal' ' 11 . ..+,,.. I, • • ,, , • ' . - , 1. •'s„ • • 1. hoof 0 yorioo•••CsnstsUng of het mooned er N14 44011.11114K Mal.rlalw NIIy1&ibis with , Ieutatlen� da•orlbed borsht elders prwWa Class A. $ at o merinos, tee landing Mat. inetory•lk'► Covering Mate4ele.111,I0 a. ih••thtna megeriattgobitonal. VinyleInt w pepsv Rohn vapor harder ••11111 , wlsl •dhatw • 1 le .t•e1'rpet 11,611, ovorr.ppgd apples $.1n. vs slags. Sea Illraalld.rb M•t.rl.l *mossy to' Aam* of tn•nvfs.IWs's. 1, �I►►#1 s.Iva.•maa be,maotwith boord IMvlldon, Applied at • late 'l 0.4 g$V100 se It M 14 1o, • trade Seems,. Al in. 0A„0 •, .t .N,,, Nit„ i�11�p, Av ,. , t , , 4, Minot' IA t.ibati Mf4. Mdabn111 al 1 10 $ IA, 11 1ppf1i4 with aehsaly is viper banal 4011•• fop If vapw battler 11 Mt wit. LOOK NOR MARK ON,'JRODUCT �/ i: CITY OF TUKWIIA r` , �' Building Division .,, . 6200 StIlicent: Boulevard BUILDING PERMIT APPLIC ;; fION Control s -�y `y Tukwila, Washington 98188 (206) -433 -1849 • /001-/ Site Address Southcenter Mall Suite# D -472 Floor# Project Name /Tenant Software Etc. 4#1 - -99_ Valuation of Construction $44,000.00 Assessors Account# 0.230- aq0a3•-06/ Property Owner Jacobs Brothers Company Phone 216/892 -2300 Address 25425 Center Ridge Road -- Cleveland, Ohio Zip 44145 Applicant Elder - Jones, Inc Phone 213/373 -4143 Address 25550 Hawthorne Blvd. Ste 101 -- Torrance, CA Zip 90505 Architect /Epgineer Alfred J. Nelson, A.I.A. Phone 612/893 -7193 Address 7505 Metro Blvd. -- Minneapolis, MN Zip 55345 Contractor Elder- Jones, Inc. License# 474064 Phon13 /373 -4143 Address 25550 Hawthorne Blvd Ste 101 -- Torrance, CA Zip 90505 Class of Work: New [l Addition ►,Ti Demolition Interior Tenant Improvement Remodel (residential) 0 Reroof. Demolition Other Describe work to be done Tenant Improvement - Sales Area: 1449 SQ. FT. Receiving Room: 891 SQ. FT. Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building Square footage of tenant space 2340 Building Use Retail Will there be a change of use? [] Yes Iii No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? (] Yes No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK.1 Applicant /Authorized Agent (signature) d - oitGa/f � C�ut.�G� ajte 9 -14 -88 �/ (print name) Eld - Jones, I Contact Person (please print) Jolene Connolly Phone 213/373 -4143 • OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ Receipt# G C Date Paid t - 9 -V ,326,00 Plan Check Fee (000/345.830) ,cg,oO Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 3.50 Receipt# co.' 3 r Date Paid ir- '° °:;Energy-Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *N SQUARE cs.tr� of o� 'pnly TOTAL 4 2 3 , 50 (OWES: $ 3'7?, 50 ) W p� i @ FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- Building: FLOW USE Occ T •e SS.FT. UBC SLD USE Occ T •e SIFT. OCC LOAD. USE Occ T •: So FT OCC set TOTAL Ss.FT. TOTAL I OCC. TOTA • TRACKING AIM '' I I OMMENTS /� BLDG -6-g 61-Z1-438 Approved for Issuance ,� i/ Type of Const. To Mahan: Date As • roved: RE 10 -31-EZ jl ^7 Approved Initials) 5-E, Per letter date• /1- 2- C,3� Fire Protection: `gj Sprinklers ❑ Detectors ��2. PLNG ApprovedT nitials ■ BA' ■ ' • U " • 1 IN Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated SITE PLAN / 1/—' \,== —=2 c OCR r---\e== UEJ=J 0 nn J o00 I SYMBOLS: SOFTWARE ETC..... #2190 SOUTHCENTER MALL SPACE D -472 TUKWILA, WASHINGTON MINN NORTH LEASE LINE EXISTING WALL Z7=222=7222 EXISTING STUDS NEW DRYWALL NEW WALL. STUDS, DRYWALL £OUIPMENt ROOM NUMBER WALL TYPE DOOR NUMBER WINDOW WALL FINISH REVISION E__)----- GRID LINE ROOF, FLOOR LEVEL THE BON o DETAIL SECTION, ELEVATION DETAIL NORDSTRO MALL STORES C 1ALL STOR A INDEX OF SHEETS: ARCHITECTURAL A -1 TITLE SHEET A -2 SCHEDULES A -3 ARCHITECTURAL PLAN A -4 REFLECTED CEILING PLAN A -5 ROOM FINISH PLAN A -6 SLATWALL PLAN A -7 FLOOR FINISH PLAN A -8 FIXTURE & EQUIPMENT PLAN A =9 STOREFRONT SECTIONS & ELEVATION A -10 INTERIOR ELEVATION & STOREFRONT PLAN A -11 DETAILS A -12 DETAILS & SECTIONS A -13 DETAILS & SECTIONS MECHANICAL F .ATE raC41% 4!"C' M -1 MECHANICAL PLAN M -2 MECHANICAL SPECIFICATIONS 11-3 MECHANICAL, SPECIFICATIONS . 'TT -2 LANDLORD MECHANICAL SPECIFICATIONS TT -3, LANDLORD MECHANICAL SPECIFICATIONS MALL STORES G MALL STORES F ABBREVIATIONS: BUILDING SECTION, ELEVATION z 0 ELECTRICAL 15e0Nama - g.stalaamp E -1 ELECTRICAL SPECIFICATIONS E -2 -LIGHTING PLAN E -3 POWER PLAN E -4 ELECTRICAL SPECIFICATIONS E -5 ELECTRICAL SPECIFICATIONS CITY OF TUKWILA APPROVED tIO 8 1980 ED MALL STORES \ MALL STORES 1( E \ D I J C PENNY FREDRICK NELSON NORTH A.F.F. ABOVE FINISHED FLOOR C.O. CLEAR OPENING N.T.S. NOT TO SCALE N.I.C. NOT IN CONTRACT V.I.F. VERIFY IN FIELD A.C.T. ACOUSTIC TILE 9 KIEL BUILDING DIVISION 1. ALL THE WORK IS THE RESPONSIBILITY'OF THE GENERAL-CONTRACTOR UNLESS NOTED OTHERWISE. . 2. WITHIN THESE PLANS AND SPECIFICATIONS, "OWNER" IMPLIES THE TENANT, SOFTWARE ETC. 3.. THE TERMS "CONTRACTOR" AND "G, C. "'REFER TO SOFTWARE ETC. GENERAL CONTRACTOR. 4. CONTRACTOR SHALL VERIFY COMPLIANCE WI'TH ALL STATE AND LOCAL CODES AND ORDINANCES. 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OE hl UG LZ Y +' SZ hZ CF.- IIII)III1111111111111111111 )1111111 {II!I 111111! 111111 !1111111))111)1!x))111))11 ROOM SCHEDULE NO ROOM 101 102 Entry Sales WALL TYPES N/A A,B 103 Receiving A,B,C,D ass FINISHES CEILING HEIGHT FLOORING BASE 1,5,6 Gypsum 9' -0" Quarry Quarry Board Tile Tile 1,3,4 Acoust. 8' -1" Carpet Carpet Tile 10' -1" (N,I.C.) (N.I.C.) 10' -10" 2,3 Acoust. 111-0" Vinyl Vinyl Tile Tile 11041 Fire A,B,C,D 2,3 Gypsum 8' -0" Dist. Mgr. A,B,C 2,3 . Acoust. 11'' -0" Tile 105 WALL SCHEDULE SEE ARCHITECTURAL PLAN Vinyl Tile CARPET (N.1. G ) Vinyl Vinyl DOOR /WINDOW SCHEDULE NO SIZE DOOR & TRIM 8' -0" x 9' -0" Anod. Black Aluminum 3' -4" x 7'-0" Metal 3' -0" x 6' -8" 3' -0" x 6'- 3'-0" ti Paint Grade Birch FINISH SCHEDULE FINISH HARDWARE NOTES GROUP N/A N/A 3 3 3 1 Paint Grade 3 1 Birch TYPE SPECIFICATION 1 1� Coats Cook Flat Wall Paint, custom color #W604 'Stellar'. Door provided and installed by others. 2 Coats Cook Latex Enamel, custom color #W604 'Stellar'. Provide peephole at 5' -2" A.F.F. Detex lock supplied and installed by Owner's General Contractor. Door by Landlord, hardware by Owner's General Contractor. Provide peephole at 5'--2" A.F.F. 20 min. Rated 20 min. Rated* 1 Coat Interior Trim Primer, 2 Coats Cook Alkyd Enamel, custom color #W604 'Stellar'. 3/4" 'Stellar' Slatwall with slots 3" o.c.. NOTES Interior walls in Room 102 as indicated on Room Finish Plan. Interior walls in Room 103 as interior walls and ceiling in Room 104 Doors and trim, except storefront doors. See Slatwall Plan for location. Slatwall provided by Owner; installed by Owner's General Contractor. 1 Coat ZO --DRI- WALL- PRIMER 95, ZO- WOOD - Primer 93, or Zo- PLASTIC - PRIMER 98... 1 Coat ZOLATONE 43 -18286 0 Q a- < See Storefront Elevations for locations, supplied by Owner, & installed by Owner's General Contractor. Paint Grade - . 3 1 20 min. Rated. 7 :SEE - ARCHITECTURAL PLAN See Storefront Elevations for locations, supplied & installed by Owner's General Contractor. Bulkhead above store front. TYPE SPECIFICATION NOTES 3 -5/8" metal studs 16" o.c. by Landlord. 5/8" "Type X" gypsum board one side to deck above by Owner's General Contractor. 3 -1/2" metal studs 16" o.c. w/ 5/8" "Type X" gypsum board both sides to 11' -6" A.F.F. all by Owner's General Contractor. 3 -1/2" metal studs 16" o.c. w/ 5/8" "Type X" gypsum board one side to 11' -6" A.F.F. and to 8'-O" other side all by Owner's General Contractor. NO SPECIFICATION 01 IBM 3680 Programmable Register (2) Fire Extinguisher (03 DETEX Emergency Egress panic Bar 04 250 Pound Security Safe 05 30" x 60" Metal Manager's Desk NOTES Electrician to verify electrical plans and specifications for responsibility. Supplied and wall- mounted by Owner's General Contractor. Refer to Specification Division 10. Supplied and Installed by Owner's General Contractor. Vco . 0644x> FIZA.MS 051AAL .. 'wed. ,644 APPRC OED L L . d* lot . 1)9.6431" CaRTIZOL. txxpial F- •, CN5SetAi3LAStS Td 1,goomso esOITA 6t^eloKC C-` PSK.' x°56 Supplied by. Owner; Installed by Owner's ' General Contractor. See Detail. <;3> Existing masonry wall. Add 1 --1/2" �/ rigid insulation and 5/8" gypsum board to deck all by Owner's General Contractor. 06) Legal File Cabinets 07) Knogo Security System Supplied by Owner; Installed by Owner's General Contractor. See Detail for additional work., Supplied by Owner,; Installed by Owner's General Contractor as indicated on Fixture /Equipment Plan. Supplied by Owner; Installed by Other's. 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WALL UNIT Effi W -36 MALL UNIT WM -2 MAGAZINE RACK E] 6 -3 GONDOLA 6 -6 GONDOLA T -2SW ECONOMY TABLE 3 -D X3R SHLV6 UNIT T SALES AREA: RECEIVING ROOM 1449 .S ©.FT. 69t SC FT. TOTAL AREA: 2340 %O.IFT. CITY OF TUKWI A APPROVED I,! OV • 198 I_... AA. it ] AIV: in t NELSON 1 k STATE OF .WA$Fi''' C=JON i . BU ID NG DIVISION "- '_f.�'.i:+: � .� �� <,. z <> a„drrrav :z .��..K.,�-- .�.:._ Fa-. 2..a . � . . ..rY L - ;: t.. .`w.. ° °a. - `? S •.:_•<: . ,., tZc . ^ �' l ljl Ij�j t 4'1: IIJIII�IIlil ,_ �l l I l i l I i 1 I I I I i l I I I ( I I I � i I Illii r I ,jl ...n ( Ili � � I L, � s! I � I � I alll I�li l j j � l i i� .ec.cr - es��.�: l 111 N,O;N4FkMA" 12 0 . 'rte. ,. iN(' 4 5. 6 7 8 9 16 ;'NOTE:• If the microfilmed document is less clear than this not'J e, it is due to the quality of the original document. o c 7� E? LC 6L SI. LL 9t SL +il El Cl lL Ol- 6 8 L 9 > z L viV.0 �, f;d Le 9l. Sz 02 M1i1lj 111111,11111111 1 IIIll1 1 1�il,L �i I li 1�IIiiWi! 1 III !il!IIIIH ItiIIIIId1i11�11i! 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STOREFRONT ELEVATION SCALE 3/8" = 0 OC, I I ' j11WHITTHIJIII SCALE 3/8" = V-0" SCALE 3/8” = V-0" c:11,C4g3 _- i - _ . .. .. . ,'..-.1...;: ..:,':.:....,--:.-•.:,...,,:i..-T". .:::,._:"'':.,.....fi:?4;ark,:e. ki.i1.:"t . ,,,,...-_,7,r0,,,ish."6-.:1,:,-.4ti,,,.....,-..t.-,±;:•„..5.1._...-K.!..'_, ..7„.;:-.." - .1-.4-, „........: .-_,,:, ...t ,!,...- : -___....: . HIIII 1111111111111 1 111 (W11111111 111 11111111111 1111111111111111111111111111111111111111111111111111111111THWJTIIIIIIH111111 I IHWIHIIIP1111111M 1 i I 2 • 4. 5 6 7 8 9 16 11 ...ItIC,FPUt.Nr 12 ; - - . NOTE: If the microfilmed document is less clear than this notPe, it is due to the quality of the original document. /2 (3( s +7e ci-1'. e-Zf 1..c.: ..(.) 61. 81 LI 91. Sl. i7L £1. Z1. 1.1. - 01, 6 0 G 9 9 47 IMIIIIHWiii11101401i1WHIdilil 111111111111111111! Hid11111,111611d1H1 Hibl HIIIIHJIIIIIHN HIIIII111141111111d1H1 11111111111111h111 11A111111111hiH111111ilhiliiii Illd111111111h1H IH1h11111HdlIkhaHld I A9 S t�F VARIh-60i.Ic- -!''bw Uk T AMP FLUB tNTl —24 Z. (E< L/-w A.LT. itG Negio-AFF 6>(1'SuM so::LT- i' AL0*1. Gla�L1��11= L��4! `rY ?kAL) (G0/r •01,4 soccIT 1 /1" T Nt-FEE4 C...As . SEL.UZ ITY SYSTEM 'PANELS � 1 .PACbU 3(0" LLEAE n ■\ 8' -l0 �r — -� 0o_44161 AFF p'dl4.F4 FFIT e T.LLULA e-1" A.EF. 2 TElau LAlz 4.6T T; e - -- ltcc 1 „ Q.' 2.112 @ 10110” G. " 9 P5 M g F4 -IT - FEATURE. PiSPL..A' _'��& �►ir1G LOUVRE e eq L G LOuVVE e),', - - - -3EaJ j-rY SYSr 1 -� z'-o" z 0 A O ty H 6 '& L- UYCxZILL K 2 0 �n 1-p H VSO a j w rwz N�z 002 0 VfaN 0 -w< zz aOz 1 �Sxe. MIL TtL . 09 "I VEATUZE -DISpF AY PLATM to„ A'pET EAR 61,,.6 - FE ATUrE 1>ISFIAY AAA Ctrl OF TUKWIiA APPROVED V18' 19 - 2.¢' -d• J.* INTERIOR STOREFRONT ELEVATION STOREFRONT PLAN SCALE 3/8" = 1' -0" L-c! 9c' SZ 111 III!WI�!IlliW;H illi'! !II SCALE 3/8" = 1-0" !Ili! !1!Illlll1i11111� 1111 111111!i�1 I liljl lliii�l 111111111 1 1111111 111111111111lliji111illjliijijI I 9 5 6 7 8 NOTE: I.f the microfilmed document is less clear than this notj' e, it is due to the quality of the original document. LZ 0C 64 94 Gl 94 St 74 el Zl ll 01, 6 9 L. 9 c; 1 I 1 '1111,1Hi,illl !III li.11l!!II6611111 1161111111d11111,11 11 ! 1Ili !i1!IIIII1111dIl11i!I!IIIII! 1111661111.HIIhIi1 Ilili111111111 ,1Llilaill11111 {1111 ZZ• Lj I!!lil!!II!I!II!in 1111II!II!liil!1 11 ii t' A10 1 McINTOSH GLASS, INC. 783-1884 % / "W 1.- Xiire'l/e" 6/4, C'//adiee0 t-i/ /1 et /o"/"Vr4---- c3 ,c7—a),,A-7- , .... . .. ..... , — — ,,...., „ , ,..a. i:s‘.,'. .;':..4,..4.:44.,,,,,,,... I 1 1111I • I 111111111111111I H ; .14" 11 ,,4 1 4 e 1 1 1 1 1 T I I 1 I I I 1 1 1 1 1 ' ! ' 1 1 ' 1 1 1 1 1 1 1 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1p1, 11111111N. .." I H 8e. ,C. 9(.', sz i7e cz 11 MADE :t: a R MANI 12 2 3 ' 4. 5 6 7 8 9 10 6 ,..::--NOTE:' If the microfilmed document is less clear than this ......., notk1r.e, it is due to the quality of the original document. " Hz :08' 61. iit LI. 91. St tit £ L Z...1. 13 0 i 6 8 L. 9 S i7 t Z 111111111r11111111W11111111111WHHIMI1111111111 111111111 1111i1111 111111111111H111111M11111.111111111 11111111111111h11114111 Iiii111111111111111 111111111111111111111111111111 1111111111WHIIIIIIHIII1111111111111111111!111111111111M1111116111111j1111111111 1 I I 1 ..... OE ii1111111 / ir,xw-nuci Kul I FA 5.61 A . • at_PAFf q/a1k7rPE. YOYP. 3" ME, L. STUD 1" alAWEL VL IP3" AFT: NO *is Lle.atfr LEAS, ALUM. 4.44ANNE./.... RA> ife 3"w3" /UBE -81-4414 A1443t3.12ED ALUM. ZOLL-LW oRILL. —(4-1Z11-1-TIZAZ.1.4. (;)V y2 TEMPE:MD 431-ASS 2),Z 1./& LT. IOW, AIX t. . . 14Aizpiwp -rem --1-EA....4E LINE- tie TEMP. GLASS 1-1AEAM>01> rem winut444/5 i■6■4'4.-X TEMP. LTLAS,S CUL ALL. JOrat fillErgrArth 41NO01111•1710101 CmLA-Lit•Act cirk/s44 ib -,ECtictEt, 1251- itviThaVic54P p JAMB TUBE DEM SCALE Z2 11.0° ‘'kt\licligroti azmi ALUM. (.1-1ANNEL SETTivo BEA.1) 6" 60-PET BASE 1. c eiNterga.4155)(...14.114€.2 Vels TYPE 61tr'SuM M. ‘,E.MENT Bt). Tyrg 1.2YRSLItyi NitTAL 44ktbWOO AU:N. 644AN4F-1, --i-Lfe)FF1T 1-1N AS6VE • I...SM.& LIVE. s. 61-11a a/1-1A.WZY TIL,Z CITY OF TUKWILA 6-F-E* St's."6* °933C) APPROVED HO 19 0111111111j1 I I 11111111111.1111111111 I 2 SZ f1 1111 !WIWI 1111 TAIL SCALE 3ft = BLAMING D ION • 11i1111 piriTT1 1111 1111 1111111111111w 111111111111,1111111111111111111111111111111111111i11111111111,11111rw\illpliopi .• • 7 8 9 1 1 MADE Irl GH<MANY 12 10 ;1_ 5 6 If the microfilmed document is less clear than this note, it is due to the quality of the original document. Cc e.,-e" 6L 8L LL 91 GL tit CL ZL 01, 6 8 L 9 InI111111111111111111 111111111 111111111 !MIMI 111111111 11111HlilliiiliMIIII1111111111111111 MI11111 11116 11111111111111111111111111111 11116 W161111111111 • L () 1111111111111,111111 1111111Hiadilliin111111 ly t1/4i M !Nikl 61" n Y1 L. } t • 4" PAITIGLE BD. CFi T RE. AT J ) AS -R-EilLIIZE.110 A RE ? VV)R_ED UM D. le GAN: T BASE 614.1.C.) Fl -OOH DANE. NOTE F.EATURE..P$P.LA ¥ .SECTION ..� l�jQ}1 C1yt� Ai- SCALE 1" = 1-0" Q Q en RBI fl 1/jz= 11 57e" TYPE 'X' C.2YPPtM BD METAL 6T1I>S "4" SL.4.T ALL - SL..IIT 3" CI L. Afi ©L YL OOb SLaPPa i O SLR 4 �C> W Ai TAT 7p' LINGER . Ste. 5P E6. c: 2c $LATWALL1CABPELDEP SCALE 3" = 1' -0" If Q14 Ti1'•IN(; •. .I I�IIII III 1 QE. h, isG LC �jG �IIIlI!I!i1!Ii hil 411!1,Ilbillll1Hillilii,lll,HII, 1r65/8" FEATURE DI PL SCALE 1" = 1' -0" 4 i F1N1Si45 SLA1WAL.L - 2 -D „k ICa=d” 04c, PANEL iiij "i "� �iiil1i1l;i 2 se ve F_XTEN D JAMB Tt SLA [WALL E DAE D00k 3 AME Wi> 13.LCd4)N6 (ME TREATED) wiz" METAL s' Lib Vs" TYPE. X'6YP L1M 3D. RECEIVING ROOM DOOR JAMB SCALE 311 = 1'L0 i... �' y ir'• 5.. sr_"" i...= a' r._''° az' c�" :.,.ti._..,.::.Y..�n...r�..::... .:..r. ►IIIIIIiI1I1IIl1 11111111j1Ii1! 1111111II!IIlj11I11 III1IIII1111111I11 Ilii11 11lllli111111 11!1 4 . 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this noti>,::e, it is due to the quality of the original document. CZ is rJZ bl sL Li. 9l Sl fii Il Zl 11 Ql 6 8 1111111! 1bIllllil idlllllll';!liiIIhil!l11 1 lll1llllll1illl !I!I m111411111111 I!Il�III!�ilil�lliillll�llll Illi�llliilll�!I!I !whin O _f 0 i 2,( 2 ¶ 1 UL A.C.T. I® =_1,: A.T'"F FUIZQINla AND ANLI -lW . CN..1. 6.) CITY QF ttW'Li APPROVED 40 B 1L.D14G DIVISION 60RNv6 : BD. LN.l.c.) Fl -u0iZ SCE -1■li STRAP LIl NTS 5LIPPL1gD SY Ow•LE -1Z 1Pl6TALJ --1=D BY G.C. 9E1-41ND CORNICE- BD. WM -L- L_1NE WALL. f1XTURE- 35'1/2" VOID . PL1C,r- BEHINL> FIXT-URE -"h R; INFORGE.P gOTYDNI 51-1/ LF CN.1. G.1 1"UIZRIN(.71 ANp AN.G14C)R. FLOC r. L -11J.g- TO fE 1ON- COMSU6`I" 'ALL FIXTURE SECTION SCALE 3/4" = 1' -011 <a« IIIII11 111111111111! 11I 11 !� 11I 11\111� 10 11 MArE■NGFPvAr1 12 9 c, +i s:: e i I+v, L) I 1111111111111111111 111 1111111.111111111 !II111lillllll1lllll i uJ a 0 w cr w x 0 0 APPROVED cc Z w < 0 CD � z x : 0 I» 0 8 O� J Al2 0 --- - L _ _ • J forrol _1-ve TYPE. 'Ys' eati PLUM fat>. TO >EC-I< ABOVV. 13,Lot_ix,A, Biwg. op‘ SUPPOIET 2x( 1--.F_GIGETZ A1\14.4-10 ITC> WALL 5TL.ItS zxc e 16" 5/0" TYPE 'Y'l,AYPSum JOIST 14ANCIF...,E'6 2 K4 STLID.s WSTE: ALL 1,,,./6517 UsEv, -11) ciyErETArDR141- Tr:EAT513 FIRE CORRIDOR SECTION SCALE 4 = 1-0" 13 11 1 1 INS I DE. ENV 54" TYPE. •X (..)YPD M 1:34>ARC> -mum' -MIA 5JEL SP°E,Gt 0 62 SO OLICSIDt 11) 45° SLATWALL DETAIL SCALE 3" = 1t-0 g4t" J-.Aek-ritVALL- SEE o6252, PA1-1EL A t).14.1VE 5/8" TYP.E. Ft;UM BOARD. PANEL A.1>14-E.SIVE 4/41' SLATWAll.... SEE- oc025,c> o ht:'. 1 1 11111 '1,11.111.1111111111111 1- SAFE DESK & 0 11 11 0"A-SA" .54E.L.F ON A SIZAe.14.E.T3 (TYR OF 3) sEE 16)&72 3b" SHELF TAR bikla 1>•S Ats,04c,RED0, Te.,>ea&LE 104,72. 1&NG1-1,OR6 SUPPLIED • wr-r14 SAFi sAFE LJPPLiE > /N 114,STALL.Ei> SY 6.6.. SAFE. To BE. ANG >1Z ED 1-0_, --IFLO01? "f3Y LEM> Si4E1 1-1:› 4'1'i OS I VR1Z I FY L-47GATI ON ON AF' TE-4/22_1LA A.6.-r: e 1 t A .F.F. TUEemo "1111"- ASC>VE P44451-4 ItiCrALL TELEPPON.E. IWALL. ra..?-w)L.E. 11.1a<PLA-15. . CARPET 13.A.E. RECEIVING ROOM DOOR • .1 ..,. ..-,,,,,, ,-...c.....-i_.,....-_..---,..ee,ti1:&,i-11:i1r.1e&t:..-*,.111,;..4-.-tA1-tiks.?''i4V-4.1.1.111r- IIIIIIIIM11,111111111111!111111!1 III III1111 IIIIIII 11111H111111111111111111 11111111!111111111111111I1111 4 ,) 3 6 7 8 .- ' - E- ' NOTE t If the microfilmed document is less clear than this notfe, it is due to the quality of the original document. '---zz' - o-e (1, 8: LL 91. SI. +7: Cl ZI. LL Q 6 8 L 9 NILlinilh1,1!11 i111 IiHIHNI11111111lhnI11111 111111111 !Mini! 1;1111111 mi11111 Iiididiii111111 whilhiliiiiithillliniimilmilliiilliiiiliiiihnilillilwi , , SCALE vr =1'-0 r Le 9: Se Ye 110111,1j1111 WW1.1111111111111HH • — ,2 TEI-1-1.,Le A.6.17 lki-r 10= .r.f. -3)" ___Lgag kJ; 61:p.RW.4_,I4 - • Irv>. SOFFIT DETAIL SCALE 3" = b" A . • 1Z1c2 -Mbul_NR Lm 14,-r &-)" 4.f: W,st"TYPE:K/OYPSUM 125b Z2 •EL-pui... A. at 9 FT 2 xZ A. 17 AT IC)! 1 AF O! A.Ffcs 4!4v,arf".19 _ _ _ SOFFIT DETAIL SCALE 3" = • T'1111111111H11111111111111111T111,111M111111111111Hil 1 9 1c) 111 tkalEINf,FPMANY 12 u 0 111111,11 111111 SYz " METAL- TLJ1 iu LAM 64411iF1-li(._ Ylf UM -3 APPROVED u° . 8 1988 MAD A. .4 • r 'MUM Et) w 0 z 0 LJ drak.digri u; N i-- a00 a t&j moU a CHECKED APPROVED 0 tr cdP SECTIONS /DETAILS w LOCATION A13 • i) t: : D ``1' CEO O R k1 /CO, K1-rAc1- ro 0E7- ELI KaI zE- AC I.IIJ I -r 6 N DM' Ecr okf o• .M ,3K\E (SEC SPA!'.) 4 L I_. -' PR) kIKLEIZ, !O!it�l, T tJEI li CoNTIKA T .-1,1-!ALL L TI1RKI OvER 10 MA`!— KEPRE!.-;EIJrlVE T'!fr'_ P r.v\!Jr, t JtiEN r;!'1`i!UEC, IO -O MIkI!MtIM /7 UJ1:N, 1_� �'_C.t"r. ,�:i:.`�IK‘,ICI I hereby certify that this plan, spocificetion, or report was prepared by me or under my direct supervision and that ! am a duly Registered Engineer under the laws of the .Mate of �E h! !•i;k/\ /(-{4 ti \ y h Number Date 2-./.:1" WA. SUTHERLAND & ASSOCIATE % INC. CONSULTING ENGINEERS 1210 Metro Boulevard Minneapolis, Nilinnesota 55435 Tele: 612-831-8086 FAX: 612.331 -8454 'r- E- sA.i51'i U'.1 1,1 /Vo L„ f M E D, M P -i- /lam- -i -- -� -N -- -/ -- - -■/ -iII AMY ni'C /IS R.N OPE:d tin /a jll <"%,/, tk RM FIRE L;,AMPE. R E \�/ 2O /i 2. W V-ND 500 `A <. i ,yJF-1 ?P Ac t1 1-- r'17UkiT"Eh' Oki RooF i,i/ 1_. t_ 1- Al AM E FOR 2ao° (EM s. 0. A,- pf,'I FiJI�_ RERi 1ETEKi<O�F �tJR /I TK�,NSMl =,E TO -' t'tA"rc.t-f t- LE.X c°or.I!.jE(...-rintJ AT t11,I[1" x =F F = ..0 C .. _ _x - - C - F C C C E .... C C C C C L C ..8 .. a x = = cF .... C= = s 5 x _FCF - x ss _F C - . = .. _ C _ _ . C x a _ _ x S CF CC S = cee = aF F x SCHEDULE OF REGISTERS, GRILLES AND /OR D I F FUSERS __ sss xsssc =x= s =.x= x =x.c.a.== xFF =C.1Lx =...CC =x LOSE.= a =a.= =x.......x =xfx ...Ca =.FC. -= == !. 1 Ceiling ! ! Diffuser! Grid ! ! Size 1 Size 1 Notes == ..........x.a L'.= =F= t ! Unit ! ! !4o. ! Manuf. ! Model A ! Krueger 1 1400 ! No. ! 1 of 1 Max. ! Units 1 CFM Press.! Throw ! Drop ! to ! Max.! In WC 1 50 FPM ! N.C.! ac.«=sc sat s=:... cascc .......r ...............esa.zacc acs=- scccc.: =ants...... =cc. =.... 12" 1 24 x 24 ! 24 x 24 ! ! Neck Size 4 ! 500 ! .07 ! 8' 1 25 1 1 1 B ! Krueger 1 1400 ! 1 ! 200 ! .1 ! 6' ] 1 1 1 t ! ! ! 24 ! 6" ! 24 x 24 1 24 x 24 ! 1 ] ! 1 1 C ! Krueger ! EGC -5 ! 3 ! ! 1 Note 1: Supply diffuser with R -10 Opposed Blade Damper. Note 2: 1/2" x 1 /2" x 1/2" Eggcrzte Grille. ! 24 x 24 ! 24 x 224 ! 2 1 1 ! 1 111111111.11111 0 1G Tel :. IN( I. • 11111 '1,1 d1 1 I I 111 !11111 11 111i .1111 111! i 11.!111 1'11 2 1l riXze 111111 i 1 11111 I HI!IIlll111111!Il1 lll! IIII�!1II 111111111111111111 12_/6 R. A CPE.N11 kJ -/ 1 k1 -5-a 1. Roots F.'IK DAMPr.r Ai DvE s1-azK RM. CI= I1_trJ4 I _I lJE F 1 R.ST 20' of AL,! .. D v_-r r KrD NI U N I T 7 �\/ ._74 I y/B \/I\/ //___\ ,I 500 Sao \ ` [) ToM PKELJRE TAK,E0F r \ IJ I1 1-f vo!_! IM E DA M Pi< - CrY Phi 11 .a/ t t'Y��l til i t=3` <, i�!vK E X l f }�I "ITT IRA N - E- I '1�KT ).i..iht E !)ET orb\ 3520 G/:fr\ VE R1 FY L_Yr.A-1 11.1,3 N.] W/L L E w 1, ;PRlKIK:t P.R I4CAr) REOUu'E th AGovE cE_IL.l • 7 A-' ALL ! .f--::(..- MYi) ::.,F,-.URIr( (.?RIL._L .5-77 _ Lt,_ -7 Al K'Y)r=- i'll INTEr, Li. ,ili - 1E.!r- I,.1/- rf.ir.1F NI i !LAM`=_ / Air- 1,10-/f&-:R, 14//5\ M i 111111 ! M of 14: srE. 1 !-.E.) L_ETTE R , '. ALL !JoR(w t` -11i;-T" `1EE( Ai _ ..c.F=Ez: oKj _=,H .ET " - -r r1- scc z z c.- sa=cs..: s. - -s =c zcx= t. FCSts.= s =F =szrcx =. =ss =ssssxx. =sz =zz =c_x : =x =z =sFxaxxc.=ssFa SCHEDULE OF FANS -..--._-- ..FZL.scs =csx =asxi-. «eerst= = =FYZxFxmc =x = = -- _= acs== .. ! ! ! No. ! 1 1 1 Tip 1 Unit 1 1 1 of ! 1 S.P. 1 I Speed 1 No. 1 Manuf. ! Model ! Units ! CFM 1 In WC ! RPM ! FPM 1 Drive =szaczz === .sass= c== ass =szFSCC. = =sc =a¢xazcs < =xaszs =scc = c PRV -1 ! Greenheck ! GB -18.5 ! 1 1 3510 1 .25 ! 935 1 4336 ! Belt 1 1 1 1 1 1 1 ! 1 HP ! Voltage ! Control 1 Notes a ^ccsa:FacF. = =..sx. =a =: xFZS.saa . 1/2 ! 2.08/3/60 ! ! ! Smoke ! 1 Detector ! Note 1: Smoke Detector. ..ra. '''-=�'•,'.�[ r ;.r..a 'M." ``:: t ti k'..+,�,y,7r' .[t*b.�.�Et.:di.^�..�y"'' �" .23s Y.e.�:d�'S�+B a, �ifd .'`.✓:.'..z.- r...sr_1r;eG:�., �za�.+..rG.ti:;'e2K,; a"5a" gag. 1 111111111 111111, 11111111111111111111111111111111111p1111111,111111111111111111111111 10 11 MODE :IJ GFH MFNY 12 5 6 7 8 9 :4:OTE: If the microfilmed document is less clear than this nott'.e, it is due to the quality of the original document. VJ LY ' lc .OZ bL 8: GL 9t 9l 17i in 3L !L O1, 6 8 !. 9 S *� t: 0 I I I 111111111 1 11d 111111 11111111111111111 1111111111!1!1111! 111 1111111111 11111l1llili!!ll1lll111111 It1111111i11I11!IIII!IIIIIIII 1111111111111!111!1 i(111i1i1 1!111iii1i111111111 111111111 111111111 11111111d1111111111 z 0 7) w APPROVED N z 0 U co Q t: 5:1U 0-1z i, cauf (y (L 0 CC,_ z w < oZ 0. V Q i!iiiii W Zoo OZo t:v C0. v.5 Oz QQ ._%' 2'9-02 rio III .= cli O f ; o ' 6N1 y1iQ w ti "o cc S U >Q WO_Oiw W w wcc CAI)' a (1) 00 U w toa 0 a M °1 • M E C H A N I C A L S P E C I F I C A T I O N S CENERAL PROVISIONS General Conditions Tne General Conditions, Special Conditions, Supplementary Conditions and Mechanical Spec i f icat ions of the main ma!, speci f icat ions and "General Conditions of the :'ontract ", current edition, established in standard form by the American Insti:ute of Architects shall apply to all work on this project except as modifier• below. This Contractor shall familiarize himself with these provisions and adhere to these requirements. Contractor shall coordinate his work with other trades and Tenant prior to installation. Related Documents T-•is Contractor is referred to the Architectural and Electrical Plans and Sc•ec i f icat ions. Such Plans and Spec i f ic.at ions are a part of the Contract Documents. Contractors shall visit the site and familiarize themselves with ail conditions surrounding the work. If any of the conditions require a nedification of the systems indicated by these Plans and Specifications, the Contractor shall advise the Engineer of the required modifications and, if approved by the Engineer, include the cost of such modifications in his bid. h'‘tidifications to Plans and Specifications Throughout the course of the work, minor changes and adjustments to Plans and Specifications may be requested by the Tenant. The Contractor shall make such adjustments without additional cost to the "tenant, where such adjustments are necessary for the proper installation and operation and within the intent of the Contract Documents. It is the intent of the Plans and Specifications to form a guide for a complete installation. Everything necessary for the completion and successful operation of the work, whether or not herein definitely specified or indicated en the drawings s h a l l be furnished an: installed as we! ! and as fai thful ly as if so specified or indicated without additional cost to the Tenant. The Mechanical Contractor shall verify all dimensions and lengths prior to installation, if any errors, discrepancies or omissions appear in the Drawings, Specifications or other Contract Documents, the Contractor shall notify the Engineer in writing of such error or omission. In the event of the Contractor failing to give such notice before• construction and /or fabrication of the work, he will be held responsible for the results of any such errors, discrepancies or omissions and the cost of rectifying same. Code Compliance Contractor shall comply with the requirements of all State and local codes regulating this work. Permits, Fees, Licenses Tois Contractor shall pay all fees and related charges for permits, licenses, etc., required for installation of the mechanical systems, s::b E:;uipnrent Subst i tut ion T-;is Contractor shall reimburse the Electrical Contractor, without any charge to Tenant, any costs the Electrical Contractor incurs due to this Contractor's s stitution of mechanical equipment having different electrical service requirements uire:nents than the :specified equipment. Shop Drawings This Contractor shall provide the Engineer with a. minumum of five certified copies of all shop anc equipment drawings for his approval, two of which shall • retained by the Engineer, and the remaining being returned to the Contractor. Drawings shall be submitted before start of construction. Failure of compliance with this paragraph will result in withholding of final payment. warranty The Mechanical Contractor shall provide a written warranty that the entire installation is free from defects in materials and workmanship for a period of one year, except that air conditioning compressors shall be warranted for five (5) years. B S1C MATERIALS AND METHODS A:1 workmanship and materials shall be of the highest quality in every respect. A!! materials and equipment shall be new, of the latest design and free of defects. Design all piping and ductwork to present a neat and orderly appearance. Run all lines parallel with building walls and construction. Keep piping and ductwork free from contact with structure or equipment to prevent noise transmission, allowing clearance for expansion and contraction. Provide a- :cess doors or panels for all valves, cleanouts, dampers, controls, devices, etc. Provide vibration isolation devices for all moving machinery. flexible connections to all moving machinery. Air Distribution System Provide The air distribution system shall be fabricated as recommended in the latest eoition of the S,MACNA low velocity duct manual and installed where shown on FAC plan. Contractor shall be responsible for furnishing all required dampers, transitions and connections to air terminals necessary for a complete operating system. D iffusers, Grilles and Registers Furnish and install Krueger, Titus, Tuttle and Bailey, or approved equal, diffusers, grilles and registers as shown and specified. System Balance The Contractor shall accurately balance air system and submit two copies of balance report to the Engineer for his approval. This must be submitted prior to final payment from Tenant. Sh yoke Exhaust Test smoke relief system as required by Landlord and local authorities having j u r i s d i c t i o n . W.J. SUTHERLAND Qyll ASSOCIATES; INC. CONSULTING ENGINEERS 7210 Metro Boulevard MinnaepoZls, Minnesota S$435 Tear: 6124314066 FAX: 613- 831 -4454 1 hereby certify that this plan, specification. or repon was prepared by me or under my direct supervision and that I am a duly Registered Engineer under the taw-, of the State ofs - TZ /\1 Num6er PLC =. J Date z 0 ta O `r )'i x w w O • o o • i... JnY 6 r', i ` ...'i.�P�. i,l• ! � . i i 1 1 i 1 1 . t i 1 1 1 1 1 1 • - 1 1 1 1 1 1' i 1 .��{ ,r .� *. <� . ...r1 c . �� • I I 1 1 i .. , ri i i i l l l l v i l ?� l l ( 1 I a I i x l 1 I 1 I i 1 1, 1 1 1 I I r 3 I I i'•8! I! - � ! I! I! , I ! 1. 1 e. I I I iYSI 1 I I I ` I I 4 ! s Iti! I! I! S' sI l ` 11 i1'�.! j! I A I a+'i 1 1 I n % )EtNGEP ANY 12 2 3.- / .. 5 6 7 8 9 16 ., i QTJ If the microfilmed document is less clear than this notieee, it is due to the quality of the original document. Off; Eh<' r3l. L'L Ye, Se Ve cz Z-e - Ve ,.OG 61 St Ll 9l St. *il £l Zl IL . Q[, 6 ff ! lii'H11ll!' 1111 111111111 I!! 111H1!!!1!1!!!!11!Ii,;111il 111 1 11111 111111 IIII IIIIhI!Ill!II!!lhIIIIIIII!H I!III!III 111!I1!I1.II(1111!I�!III1I!II 1111111111111111111 111111111 II111111I1111111ln 111111111 L 9 S . t: Z L w' U I � 1 !111111!!i11h1ha 111 i1A11111!Ii11111 1111114111!!1!H!11I!III v Insulation Insulation shall be required on- all surfaces to retard undesirable heat transfer and prevent condensation. Insulation shall be applied to equipment only after they have been tested, inspected and all surfaces thoroughly cleaned of all moisture, foreign material, grease and rust. Insulation shall be continuous through walls, floors, partitions, sleeves, etc., except where otherwise indicated or specified. All adhesives, sealers and coatings shall be non - combustible. Provide insulation for supply air and return air sheet metal ductwork. All metal ducts shall be lined with 1" thick Owens /Corning glass fiber duct liner, or approved equal. Increase duct size indicated on plans 2" each dimension to accomodate the duct liner. Insulated flexible duct shall be General Environmental Corporation type G30a, or approved equal. Flexible duct runs shall be limited to a maximum length of 5' -0" . Equipment Order Me Contractor shall order all equipment required within ten days upon receipt of Contract in order to ensure timely receipt of material. Substitutions after this date due to lack of placement of order, will not be approved. Fire Protection The Landlord has installed a fire protection main throughout the mall withia connection stub in or near the leased space. The General Contractor's Sprinkler Contractor shall design, furnish and install a complete fire protection system for the leased space. All work shall be in accordance with NFPA 13, state and local codes, and the Landlord's Fire Insurance Underwriter. Shop drawings shall be submitted to the Landlord for approval, prior to installation. H \'AC EQU 1 P ENT Supply Air Unit S -1 FUC; isn and install one 5 Ton Carrier Model 5 nCDO O6 electric heating/electric cooling rooftop unit approximately where shown on HVAC Plan. The unit shall be complete with economizer, factory roof curb, 208/3/60, 1 HP blower, anti - short cycle timer, performance and capacity as shown on the Equipment Schedule. Balance the system for 2200 CFM supply air with 155 CFM minimum outdoor air. ,eta\ t= i i JMP uA l URL CONTROL General This Contractor shall furnish and instal!, unless noted otherwise, all thermostats, sensors. controllers, relays, contactors, dampers, actuators and all other materials necessary for a complete and prope.Iy operating temperature control system as specified below. All control wiring shall be by the Tenant's Mechanical Contractor and shall be installed in conduit. Thermostats Furnish and install where shown on HVAC Plan one Honeywell, or approved equal, milt i -stage heat ing /cool ing automatic changeover thermostat to control the operation of Supply Orr Unit S -1. The thermostat shall be furnished with a subbase that includes an AUTO -ON fan switch and a HEAT- OFF -COOL -AUTO system switch. Mount thermostat at 5' -6" A.F.F. and provide a locking clear plastic cover. Cooling Cycle l.'pon a rise in space temperature above the setting of the thermostat, the air conditioning unit shall cycle as required to maintain space temperature at the thermostat setpoint_ The supply fan shall be controlled by the AUTO -ON fan Switch. Vnen the outdoor air temperature is below 68 deg. F. the condensing unit operation shal 1 be controlled by the economizer . The economizer shall modulate tie return air and outdoor air dampers to introduce up to 100% outdoor air to satisfy the mixed air thermostat. Feat i ng Cycle Upon a drop in space temperature, below the setting of the thermostat T -1, the electric toil shall cycle as required to maintain space temperature at the tner-nostat setpoint. The supply fan shall be controlled by the AUTO -ON fan switch. :t i :r3...,s�u i�'r -sr z.-� £1 .;,.{�v.r . i1.' L nv; '�":'-:.. .,C'" ��,,x. -� ✓ .^ :.�: - / 7 ..� _.r0 : �� 5 . ?.r�, 8 Q 1 o 1110111111 IIIIIIIII T I( I I � ( I1IIIII(i I w I Il 1l(I,I I�I !If Ijl( � I ! I I� , 1 s -,.,s 5 � a.r...�^ I (! III I ! (iI I I ! (hII 1i( 1III11I I�I ( llil ( 111 I 111 ( I(I !1f ( I;I ( {1I ( I1i ►'I y . m, III,I1I {1 { I 1 , 1 I 11 . ERNANY 2 . 3 NtlfrYt Ir the microfilmed document is less clear than this noti`+ge, it is due to the quality of the original document. oC hc f3Z LE SSG SZ +lZ c'e , Ze 12 ..Qe 61 ¶ LL 91 +/I. CL ZL 11 . QL 8 nL 9 17 : N L wsv ` • 1 I I �!I iiiHlII 1H ! �I II III lld i tl I il1llil1f l {Ii1lill(►IIIliti IIII Ii t IIIII I (IIIL( lll1 h i II IIII:(I 1 ll n l �1w hiIlI l iIIIJliuIll II(IlllI 11 lI I d SUT L* D a As'5T, INC. CONSULTING ENGINEERS 1210 Metro aosisvard Minn p c+iis, Minnesota 5 T2408: 612$31 FAX: 6112$314454 hereby certify that this atan. specification, or report was prepared by me or under my direct supervision and that 1 am a duy Registered Engineer under the Sews of tha State A. 4 .. _.. ]"DA! Number '" Date - r ® _J () Q UJ w ey 2 M -3 9 I • E L E C T R I C A L S P E C I F 1 C A T I O N S General Conditions The AIA "General Conditions of the Contract ", current edition, shall apply to all work on this project except as modified herein. This Contractor hall also refer to the Architectural Plans and Specifications, which are Contract Documents. Bidders shall visit the site and familiarize themselves with all conditions surrounding the work prior to submitting their bid. I nstal lat ion All electrical work shown and required shall be by this Contractor unless otherwise stated. All cutting and patching of existing conditions required for the work of this Contract shall be by this Contractor. Ail Temporary wiring shall be furnished, installed and removed by this Contractor. Requirements All work shall meet the current National Electrical Code or applicable local electrical code, all other applicable codes, all utility requirements, and all Landlord requirements, This Contractor shall procure and pay for all required permits and utility service charges. warranty This Contractor shall unconditionally warrant all work under this Contract to be free from defects in workmanship and materials for a period of one year from the date of final acceptance by the Tenant. P lans and Specifications It is the intent of the Plans and Specifications to provide for a complete installation. Everything necessary for the completion and successful operation of the work, whether or not herein definitely specified or indicated, shall be furnished and installed as if so specified or indicated without additional cost to the Tenant. The drawings are diagrammatic and not intended to show exact locations unless dimensioned. This Contractor shall verify all dimensions and lengths, and shall adjust his equipment and raceway locations to avoid conf 1 icts with other construction or equipment. ✓ irlog Devices W iring devices shall be specification grad:-, ivory color, side- wired, 20 r p. Hubbel 1 : 1221 series Switches, 5362 series Receptacles; or equal oroducts of Leviton, Slater, Sierra, or Arrow -Hart. Isolated Ground receptacles shall be Hubbell No. 1G -5362, or equal. Plates shall be smooth ivory color plastic. wall outlet boxes shall be knockout type, except cast waterproof type shah be used in wet locations. Floor boxes ',ha!! be cast iron, semi - adjustable, with brass carpet flange and flush :ittings, Hubbell, or equal. Ir:ytall receptacles at 12" A.F.F. and switches at 48" A.F.F. unless noted otherwise. Conduit and Wire All wiring shall be installed in steel conduit unless otherwise indicated or specified. Conduit shall be EAST, except all conduit in concrete slab or masonry construction, or exposed to weather shall be 3/4" minimum gaivanized IAA'. Short final connections to mechanical equipment, lighting fixtures, and transformers shall be FMC (or LTFMC for wet locations). Conduit shalt be concealed in all finished areas of the space. Fittings shall be setscrew or compression tyre as appropriate, except fittings for It: shall be threaded waterproof with anti -seize compound. Conduit shall not be run through or attached to HVAC ducts. All wire shall be copper, Type THW or as noted, No. 12 faWG or as noted. Isolated Ground Circuits :Ao isolated ground circuit shall be provided for each isolated ground receptacle as shown on Power Plan. Isolated ground circuits shall be installed in separate conduit from non - isolated circuits. Provide a #/12 A'Y:: green insulated ground for each isolated circuit. Up to three isolated circuits may be installed in one conduit. The ground wires shall be continuous through local panel(s) to building main electrical service ground. Grounding to local panel(s) shall not be permitted. Taped split -bolt connectors shall be used to ensure continuous isolated ground. W'n renuts not permitted. Electrical Equipment A11 equipment shall be new, !!L fisted, commercial grade, and weatherproof if exposed to weather. This Contractor shall provide the Engineer with a minimum of five certified copies of all shop and equipment drawings for their approval, two of which shall be retained by the Engineer, the re•naining being returned to the Contractor. Unless otherwise indicated on Plans: Panels shall be 3 phase, 4 wire, 100 amp bus (225 amp bus if greater than 30 branch poles), surface mount, top connect, with 3 pole main CB. 14,000 AIC, 20" wide section. 120/208 volt panels shall be Square D Type N`I)B, 15,000 AIC, 14" wide section. Branch circuit breakers shall be bolt -on, 10,000 AIC, minimum, for 120/208 volt, center trip. Single pale breakers shall be SWD rated. Multi -pole breakers shall be common trip. Provide a typewritten branch circuit directory in each panelboard door. Provide circuit breakers as required to match existing panel(s). Verify in field. Time switch shall be Paragon #17007 Series general purpose 7 -day with indoor case. Buzzer system equipment shall be Edwards: #/725 Dixie Buzzer, (1600 1'ashbutton, #1590 Class II Signaling Transformer. Buzzer system wire need r,. :t be installed in conduit unless required by Landlord. Telephone Provide raceways for installation of telephone system and outlets shown on Plan. Provide equipment, raceways, outlet boxes, junction boxes and plate covers. Outlet boxes shall be 4" square with raised single device cover ar-.d telephone plate. Telephone cable (by others) shall be an approved, low-smoke producing type. Install telephone outlets at 12" A.F.F. unless notes otherwise. 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S E[IJLE Switch - single pole toggle. Switch - single pole key-operated. 3 Switch - three -wey toggle. tin. Switch - single pole with pilot light. ., ball Receptacle - duplex straight blade. '. Wall Receptacle - fourplex straight blade. Wall Receptacle - duplex straight blade, isolated ground. C-F! r k' ;loll Receptacle - duplex straight blade, ground fault interrupter, weather proof. M ll ioutlet Assembly (Plugneldl. S A. Telephone Outlet - wall. Motor - horsepower, voltage, and phase as noted on drawings. Disconnect Switch - size as noted on drawings. PVhgnetic Motor Starter - size as noted on drawings. QJ Junction Box - Kell, ceiling. 0 Pushbutton Control Station. IJ, Buzzer. Q Low Voltage Control Transformer. al Tine Switch. Switchboard or Panelboard. 1___ l Telephone Backboard. ¢ . 2 Conduit - concealed above ceilings, in walls to finistx d areas, or exposed in unfinished areas. Conduit - in or below floor slab or below finished g•ade. Conduit Henterun to Panel - Crossnerks indicate nunier of conductors. Dot on crossnerk indicates equipne•0t isolated grounding conductor. Note: Conduit shall be I/2' -2; +12 unless shows otherwise. Note: All IG receptacles shall be orange' Note: A square enclosing a wiring device indicates flush floor device. LA -1'1 AM, ■■■■■■■■■■■■■■■■■■■■■■ 1� b IIIIIIIII■ Ir %� 0 '?1 A L INS NORTH A LV -- L.A -i41 '12 OP ! LA- 24,c, \L(] Allow — Lv `n-- L A 14 1(0 1_A -i o — 41111•511W- r■11.1.r —r irn► r 4111/%1•r.►ril 4 LV I l< r LI 1 Lv II LA -i0 VtL !O (_v La -1l� w a z 0 to w cL a 0 N n q z N 0 <0 a Iryw N J z 00� Umtri e3 O� w zz Z — 0. I'2 APPROVED 0f]OO). 4 2 6 O 40N07ti20 = N o 4 °°„ coz 4 d N 2• 02 4u1 Opz W¢Wz "E0201 0=2. z4t2Z,14 Q ?JJ2Ow 6 'z •<p. 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E -2 IAI 1' F'ol i;K 6-O. _ I I L_1_ J METER ',o K 1 1 1 (o. Ins LEA)E- LIO • WIs� Fr)l E1�A� t3`{ K O. TOO-6A 5-I/ VCz r' 2t\ L LA, : / ,(4,,30,4,1 I —�JWI� i?�ii 1lo IJ !ocA /)r Mc-b 17Eg LA- re) Zosd,3 f, ooF ioP 111-h-r. Q-rJ- I,CIJ'~JOI:: b'{ I1 -c._ �/ F-' Lo oh- i i c ki !,J% L . L ;CAI !.J/ E_ adiP, —IJ6 —I - --AIWA. i3 IL FU7E7 lei Oby, 30.'2VIOKE F xiaA�5T FA0 E -I OtJ P.OoP 6`f V�{�IP LDS A'(I0�1 1A' 2rJ 2-2 L`1 13 ts� —1 -__.1 1\— I?" 1_A- 22,14 2(0 ( LA -11 I L LA -21 1 LA -1 NORTH 111111111111111111 O16 TW INCH 1 Lv LA -15 {-IF Pl'- '%J. t3Y �• G• LA- LA --3 1. ELECTRICAL' LOAD' SU:MW;RY ! DESCRIPTION LOAD ! !CONNECTED! DEMAND ! • r 1 L i g h t i n g ! 6. 5 ! g. 2 ! Receptacles ! 5.0 1 5.0 1 Sighs !. 1 .2 ! 1 .5 ! HVAC 1 3. 3 . 4 .2 1 Miscellaneous ! .2 ! .2 1 ! TO? .AL KVA ! 1 6. 2 19. 1 •(J e , a W f"w VI 3C me LLI all 8 Z .�> y,. ...£.c:' .. •! �,rte �r,� , . e,+. • ^^ , � � WHIM 1{111 111 11111111111 1111!11111 {1111111 {111 {111 {1111111{111111111111111 {1111111{1111 1II { III 1 iI jI 1 II 1 { 1ji I { II I III 1 .,..I... { 111 1 I I I'{ 111iI {I { Ij -I1 t_ i_ l { i 1` 1 IIi { 2 3' 4 6 7 8 9 10 11 MADE INGFPMANI 12 NOTE; If the microfilmed document is less clear than this notP*'e, it is due to the quality of the original document. EL �Z Ve 0e 6L •91 Li 91. St.., fil EL EL Li 01, 6 8 L 9 S h E L l " 0 1 I iI 1 I 1 iliiliili 111111111111111!Iill lillllIII 11111IIiI 111111111111111111 Illliiill{1111I1111 n11hi IIIii 1 ill III 111111111 IIIIiIIiI Il 6111Illllllll IIIiIIllihiii 1111) I��I�I1I.III.I 1111 IIII 111111.1, {Ialliilllil�lilllil fie Le 9e. SL 4Z 111411 III 11i111111i1111 Iin illiilil Iliilllliiilll11111 ELECTRICAL NOTES 1. Not Used. Panel LA. 1 20 /2GSV, 3Ph, 4W, 1 -36P Section with /00A /3P fVC'B. 3. Not Used. Switch and Duplex Receptacle mounted in common box at 45" up. Switch shall be Hubbell //1221 -PL. 3/4" thick plywood backboard secured to wall in Tenant space for Telephone Equipment. See Specifications. Furnish and install an isolated ground duplex receptacle in casework for cash register and modem. Run separate circuit and ground wire in separate conduit for each cash register circuit. (Maximum three (3) cash registers per circuit.) Separate homerun required and conduit ground not permitted on cash register circuits. The ground wire on cash register circuits shall be 1112 A.W.G. solid, green insulated, run continues from isolated ground receptacles through local panei(s) to building main electric service ground. Grounding to local panel(s) is not permitted. Taped split -bolt solder1ess connectors shall be used to insure continuous isolated ground. (Wirenuts not permitted). Verify exact locations and conditions with cashwrap installer at site. See Detail 2/E -3 Two Duplex Receptacles for future security cameras. Mount (1) one 12" above 2X2 grid in sales area, and mount (1) one 12" below ceiling in stock room. . 314" Conduit with Pull Wire to Phone Jack at Cash Register, See Cashwrap Detai 1 . All conduit and wiring installed in casework shall be concealed. 1 • Furnish and install an isolated ground duplex receptacle for connection to sec::riry system. Verify exact location. 1. To telephone terminal backboard. 3/4" conduit with pull wire. 12. Furnish and install 3 -box & conduit stub -ins where shown for connection to security system. Verify exact location. Provide 3/4" conduit with pull wire between J -box and stub -ins. Final connections by Security Contractor 1:. Furnish and install an isolated ground fourplex receptacle for computer demonstration booth. Verify exact location. 14. Furnish and install J -box with disconnect switch in accessible ceiling space for connection to illuminated sign. Sign furnished and installed by others. Final connection by Electrical Contractor. Verify location. la. Furnish and install duplex receptacle horizontal in base of display case. 16. After installation of display cases (by others), install Cornice Lighting and connect as required. 17. Provide service door buzzer. System shall include transformer, o::shbutton, (1) one buzzer mounted to backside of Cornice Board and (i) one buzzer in the stockroom. Provide all required wiring. 1. Not Used. 1'4. Net Used. 2 • Emergency lighting shall be composed of battery power pack connected to AC /DC exit lights and remote emergency lights. Emergency lighting shall be provided to meet all Local and State Safety Regulations. All (LV) low voltage wiring shall be 1/2" C -21/ l0 THW. Furnish and install a surface mounted low voltage toggle switch at 45" A.F,F. for remote testing of battery power pack fixture. Connect switch in parallel with unit test pushbutton. t . Electrical Contractor to connect pre. -wired magazine rack. Four (4) 2' -0" Type "E2" tight fixtures in ,nag ^tine rack are pre- installed by others. Conceal all wiring. Verify requirements in field. 2'. Install strip fluorescent in soffit per Architectural Drawings and connect as required. 2:.. Furnish and instait junction box above ceiling for future use. 1/2" conduit with pull wire to above panel in stockroom. 2 If not already existing, mount AP, GFI Duplex Receptacle on roof mounted HVAC unit. 1 'GHT FIXTURE SCHEDULE T'A'PE DESCRIPTION MFGR. - CATALOG NO. LAMPS VOLTAGE A 2x4 Recessed F-i uor . Daybr i to #/SG244- SFSI2D -ESB F' 2x2 Recessed Fluor. Daybr i t e /tSG222- SFS 1 2Cf: -ESB I'1 2' Strip Fluor. Paybrite I/SI2OTS L : 2' Strip Fluor. By Others I 4' Strip Fluor. Ilaybrite l /S140HRS C: S' Strip Fluor . Daybr i to ;'/S140 -8 Ernerg. Battery Pack Emergi -Lite / /J2LSM- 162-2(UF) (4)F40 /WW/RS /SS (2)F40 /WW /6 /SS (1)F20 /T12 /WW /TS (1)F20 /•112 /WW /TS (1 )F40 /WW/RS /SS (2)F40 /WW /RS /Ss (2)1811 /Par 36/12V 1 20 1 20 1 20 1 201 120 120/12 Recessed Emerg. Lt. Emergi -Lite /112V -EF15- (1)18W /Par36 /12V 12 OF • Exit Light Emerge -Lite / /12 -WX- I2R-120V (2)12W1120V (2)5V'/12V 120/12 L g t Fixture Notes: In order to ensure prompt delivery of light fixtures, the Tenant has pre- ordered all light fixtures and lamps. All fixtures and lamps shall be installed and connected by the Electrical Contractor. Contractor shall make arrangements to receive the fixture shipment at the job site, and shall inspect contents and file all claims against the common carrier for damage. Contractor shall immediately report damaged fixtures, shortages or wrong voltages to: B. Dalton Bookseller, Planning and Construction, One Corporate Center, 7505 Metro Blvd., Edina, Minnesota 55435, Att'n: (Roger Koli (612) 893 -7228. 2) All fluorescent ballasts (except trigger start) shall be Advance Mark Rapid Start HPF, C.B.M. Certified, Class "P" protected, Class "A" sound rated, low loss energy saver, with voltage ratings as specified above. Fluorescent fixtures will be furnished with Burger I /FL40, or equal, lampiocks. ) All 4 foot fluorescent lamps shall be Sylvania F40 /AA /RS /SS "Supersaver II ", G.E. F40 /WW /RS /WM "Watt - Miser ", or equal, warm white, rapid start, low wattage. Incandescent lamps shall be rated at 125 - 13C volt. 4) Type "E2" light fixture pre- installed in magazine rack 'by others. Final connection by Electrical Contractor. 4 3 0 c,) CI Z oF E5 w 1111 og tia la eft O�Y 2 zo n cJ 0 w Q5 wtV ° 0 e. 0 CC 0 w r.l J 1'111f11I111111111I111 0 1G 7i1S INCI• 1 isiS::.Y•�i'SA::Y�s`: t'•:w.' -YSi �:a`� %�G Ii111111J1111111I111 2 .r�r LII1 II{ I1i4�.11•�I1a�g1R�c1 11_ 1I11i r'L(,I.4,o- S, I . '. I H 1 11111 1111111 1II11111111111 11111$ IIIIIII3 !IIII I '1„✓V 11 .. III. I ; 14X . ! ifs, 1 1 J= 1 11I1I 1 11li ' *xliJlti L1 0.11 111 111.Ya11NCiJ'IIy a.:s •I.. 11+Lf1•I _I 1'F•1II- 1 [.v;1% 11 i,„. 3 4 .5 6 7 8 9 10 11 MA[fF it1 GERMPI:v 12 :3OTF If the microfilmed document is less clear than this notice, it is due to the quality of the original document. cz OG 61. si I LL si SI iii ei It I is CL 6 e i 9 t' v >✓ z 1. ,hl, U I1111,I1(1 I1!11111d1111�1Ii1 IIIIIIII1 ill11!111 11 11111 1I!111111 IIi111111 1iiihiil !!! IlIII11! II!III!!II!IIIII!lhIil11IIII111 hiiI h ill111 111111111! Vieille! Il!III!!IIIIIIIIIIIhIII!IIII 111111111 IIIliill!I tie Le 9e SZ hL EG !11111111IIIIlt 11di!111!II! II1111i11 .!IIdIIILII!!IIIII;111111111 r ��ijijl�� "iji� %iiA►�`jjil 0 IC. 7/1:, INCH l i Iliili1 1I 1 IJl I1! 1�1 ! 1 I I T II! I I 1 I1I 11'1III III III I�II!(I Il! ICI I1I Ijl !ii !II Hi I;! 1111111T II !1 I I i��i IT111 !lI�1�� I I 1 I I I 2 PANEL SCHE Dt :L E ! NV:. I' L"CAT1Ct :. ... ' ' ' ` 'A'B C . ! 120120E' ' VCI._T- ' 3' PW\ E ' 4'A1RE ! LA ! STC KRATIO ' ' * ! 100 AAUP N \ I N C.B. ! ! 1 ! ! ! I C1RO IT DESCRIPTION ! KVA: CB ! ! ! ! ! CB ! KVA! CIRCUIT DESCRIPTION '. 1 1 ! ! ! 1 ! ! ' ! I CASH REGISTER ! .4 :2C /1 ! 1 -+ ! ! -2 ! 20/1! .3! NIGHT LIGHTING ! ! --- ! - -- --! ! ! ! ! ! ! ! CASH %RA,P RECEPTACLE!. .4:2C/1 !. 3 -! + ! -4 1 20/1! 1.5! SALES LIGHTING ! ! ! ! I ! ! ! : SECITITY RECEPTACLE ! .2 :20/1 ! 5 -! ! + -6 ! 20/1! 1.2! SALES LIGHTING ! i ! ! ! ! ! ! ! DLl' ' >T12AT1��` ! .4:20/1 ! 7 -+ ! !-.8 ! 20/1! 1.3! CCRNICE LIGHT INK ! ! ! ! ! ! ! ! i DEMONSTRATION 1 4:20/1 ! 9 -! + ! -10! 20/1! .4! D1SPLAY /GASH %Ra,P LT! . ! ! ! ! ! ! ! _! DEVi STRATIC`i� ! .4120/1 !I1 -! ! + -12! 20/1! 1.4! S1 JA LIGHTING ! ! ! ! 1 ! 1 ! ! 1 • SALES RECEPTACLE ! .8120/1 !13-+ ! !-14! 20/ 1 ! .4! EVERG /EXIT LIGHTING; ! ! ! ! ! 1 1 ! ! ! { FI:TIR.r Cf\fRA ! .412G/1 !15 -! + ! -16! 20/1! 1.2! SIGN 1 1 I ! 1 1 + !-- °-- !- _-- ! - - -.. 1 STOCKROOM RECEPTACLE! .6!20/1 !17 -! ! -18! 20/1! .2! BUZZER /TINE SWITCH ! ! ! ! 1 ! ! !----- 1 - - - -! ! RECEIVING RECEPT 1 .4!20/1 !19-+ 1 ! -20! 20/1! .2! TELEPHONE EQUIPMENT ! 1 1 ! ! ! 1 ! 1 1 1 RECEIVING RECEPT ! .2120/1 121 -! + 1 -22120 1! .4! 1 ! 1 1 1! 1 1 / !_ - -! 1 ' RTL! RECEPTACLE ! .2120/1 123 -! ! + -24! / ! .4! E -I ! ! ! ! 1 ! ! ! / ! - - - -! 1 112.C14O /!25 -+ ! !-26!! 3! .4! 1 ! - - - -! / 1 ! ! ! ! ! ! 1 !12.0! / !27-! + !-28! 20/1! ! SPARE 1 ! - - - -! / ! 1 ! ! 1 ! 1 112.0!/ 3!29 -! ! + -30! 20/1! ! SPARE ! ! ! ! ! ! ! ! ! ! ! SPACE ! 1 !31 -+ 1 ! -32! ! ! SPACE ! ! ! ! ! 1 ! ! 1 ! 1 t SPACE ! 1 133 -! + ! -34': 1 . SPACE ! _ -- 1 ! :35-; ! ! + ! ! ! ! SI 'E 1 ! ! -36! 1 1 SPACE 1: ! : ' CCN ECTED' LOAD:- 1 i ' DEMAND' LOt\D : 1 ! 26.2 KVA 73 AWP., ! ! 30.9 KVA 86 ANDS ! S -I PROP.IPE HANDLE LOCKS KR CIRCUIT NOS. :1,2,5, 14, 15, 16, 18,20, (22,24,26), (25,27,29). O libm la 14 MWan 1 cZ �a<avm and NWO?o�++ .i7tT r, s .ti`4� ufM Y. .,i C� f> 1jr /2 yL 111111! !!111111! 11!1!11!1 1!!I1!I111111 4 5 6 7 e 9 If the microfilmed document is less clear than this 116010, it is due to the quality of the original document. ¶l *�l el zl ll 6 e sz tiz ez" z� rz_ C7Z" si �i. _. a 9l I I ff O� 111 WIIII!II IIII ill! MILK!! „111!11!11 II!i�llllllllllll!I 111!11111I11l111!1 111111111 1111 111!! ill li1111! 1i1111lll! I111IIIIIIIiIil�II1111111111 i1�111!1111! 1!!Ili!!I 111111111 ! I111I111111111111 111111l{ill 111W111111 1 0 11 MADE IN 4ERMAtiv 12 9 s +, e z l wvt U 11111111!Illi1 i1 !!II II! 1111111111111111 111111111i1111111!I I11111111l