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HomeMy WebLinkAboutPermit 6713 - Boeing #14-15 - Modular Cafeteria6713 91-202 boeing #14-15 8620 east marginal way soiuth modular cafeteria 6713 91-202 boeing #14-15 8620 east marginal way south modular cafeteria Permit 6713 - Boeing #14-15 TYPE OF CONST.: 1I - UBC EDITION (year 1988 SETBACKS: N - S - E- W - FIRE PROTECTION: OSprinklers Q Detectors 0 N/A UTILITY PERMITS REQUIRED? 0 Yes 0 No phrou Public g Works) ZONING: M _ 2 BAR/LAND USE CONDITIONS? 0 Yes XD No CONDITIONS (other than those noted on or attached to permit/plans) ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA � 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # N/A EXP. DATE N/A ARCHITECT Boeing PHONE 544 - 2975 ADDRESS P.O. Box 3707, M/S 46- 87,Seattle, WA ZIP 98124 -2207 CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -367.0 BUILDING PERMIT NO. DATE ISSUED: BUILDM3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION '.° B.UIL`DING;PERMIT FEE;: PLAN:: CHECK.; FEE BUILDING SURCHARGE > >.:.. 1 O THER : :TOTAL AMOUNT RCPT . #'" 930.00 605..00. 8886 :: • 8886 ::8885 DATE; 5.1 -9.1 ;5 17w91: PLAN CHECK NO.: 91 -202 PROJECT : INFORMATION SITE ADDRESS 8620 E Marginal Wy S PROJECT NAME/TENANT Boeing fi 1.4 -15 TYPE OF New Building U Addition WORK: 0 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: VALUE OF CONSTRUCTION - $ 182,900.00 ASSESSOR ACCOUNT 11 000740 -0033 Tenant Improvement (commercial) U Demolition (building) U Grading/Fill 0 Remodel (residential) 0 Other: SUITE it Construct modular cafeteria to east side of the 14 -01 building. PROPERTY OWNER B oeing ADDRESS P.O. Box 3/07, M/S 46 - 87, Seattle, WA PHONE 544 -2975 ZIP 98124 -2207 CONTRACTOR Boein PHONE 544 -2975 CODE COMPLIANCE / A-3 Co" LOAD FLOOR T.OTAI SQUARE FEET 7,520 250 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD FEET LOAD OCC. SQUARE TOTAL SQUARE FEET 7,520 7,520 TOTAL OCC. LOAD 250 250 APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. r 1101P56 SIGNATURE: PRINT NAME: rs permit shall become null and voi issuance, or if the work is suspender qj— V e wor endone BUILDING OFFICIAL I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. DATE: $2 _. COMPANY: commenced within:;::` 80 day f og a period of. 180 day f io m t DATE ISSUED: DATE: s fro `'`e`dateo e: last Inspection activity log PERMIT NO. CONTACTED TFY DATE READY DATE NOTIFIED c" ' vL q BY: ....*( (Init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) MOUNT OWING /� 3RD NOTIFICATION BY: (snit.) PLAN CHECK NUMBER INSTRUCTIONS TO STAFF +lr Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. ® Plan corrections shall be completed and approved prior to sending on to the next department. 0 Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. O Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. ��Il'!M�91k'I Date Sent UIREMi - _ o - ,.... Date A BUILDING - - initial review Oi(FIRE PUBLIC WORKS O OTHER RBUILDING - final review REVIEW COMPLETED PROJECT NAME SITE ADDRESS coNqy ROUTEDL ell � INIT,' BUILDING''ERMIT APPLICATION TRACKING INIT: 9/ INITm CONSULTANT: FIRE PROTECTION: Sprinklers Defectors N/A FIRE DEPT. LETTER DATED: INSPECTOR:. REFERENC FILE NOS.: MINIMUM SETBACKS: N- - UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: • Ir TYPE OF CONSTRUCTION: ing - it I k - IS SUITE NO. JBAR/LAND USE CONDITIONS? 17 c 1 t—c — ITBC EDITi�O5I (year): SITE ADDRESS SUITE # 8620 E. MARGINAL WAY SO. BLDG. #14 - /C VALUE OF CONSTRUCTION - $ 182, 900.00 PROJECT NAME/ TENANT BOEING MILITARY ASSESSOR ACCOUNT # 000740 -0033 TYPE OF X Now Building E Addition OrTenant Improvement (commercial) U Demolition (building) WORK: (1 Rack Storage (Ti Reroof 0 Remodel (residential) C) Other: .__.._ _________.__ DESCRIBE WORK TO BE DONE: 1106. MODl1I AR CAFFTFR TA TO FAST SIDE OF THE 1 L O 1 BLDG. BUILDING USE (office, warehouse,otc.) -•- - - -_,, OFFICE /MANUFACTURIN NATURE OF BUSINESS: _ _ _- WA, ST, CONTRACTOR'S LICENSE it EXP. DATE WILL THERE BE A CHANGE IN USE? No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Buildi g;" Tenant Space: Area of Constructl • "1 ( 4j WILL THERE BE STORAGE O USE -OF— FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS fP'.-THE--- BUILDING? fia No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER RORT , MT ,TT R ATR ANES PHONE 5____ ADDRESS P.0._ROX 3707. M/S 46 -87. SEATTLE, WA. ZIP 98124-2207 CONTRACTOR FT JATLTTAR AIRPLANES PHONE (7�6) 544 -297`i ADDRESS P.O. BOX 'IZQ7. /S M 46 -87. E SATTLE, WA. ZIP 98124 -2207 WA, ST, CONTRACTOR'S LICENSE it EXP. DATE ■ ARCHITECT MTm, Y AIRPLALIES PHONE (206) 544 -2975 ___BoFTNC ADDRESS • ;•. u 4 -87 SEATTLE WA. ZIP 981 - 2207 I HEREBY ';C THAT1`::W READ;; A >::.EXAMINED:THIS A. P. P.LI:CAT > THE :SAME TO :BE TRUE AND CORRECT, :AND;IAM . AU THORiZED'TO,APPi APPLY FO PERMIT ...,... BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE /J � 'e` DATE FEB. 07,1991 PRINT NAME TERRY BENNETT PHONE (206 ) 544-2075 ADDRESS P.O. BOX 3707, M/S 46 - 87, SEATTLE,WA. CITY /ZIP 98124 CONTACT PERSON TERRY BENNE'I "r PHONE (206) 544 -2 75 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 ENGEL JOB 11900208 -01 (PLAN CHECK NUMBER BUILDINU PERMIT APPLICATION FEES (for staff use only) BUILDING:.PERMITFEE < 4teyv h !'g+ t L`AN<:CHECK FEE` ` >' '>r. " ^ %" : ';; x >: :.' • BUILDING.. SURCHARGE. ENERG . SUROHARGE ", DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 5- (1 -q1 # A APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit - Coordinator at 433 -1851 prior to submitting application. In all- ccscc', evaluation amount should be entered bylhe applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. • (( you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433-1849. submittal checklist ire PERMITS $ATFRIUTES TO PWD FATE P / APPROVED PERMIT NUMBER APPROVED PLAN /LETTER S-ft ■ DATE ISSUED - I`1 -41 Channelization/Striping/Signing Curb Cut/Access /Sidewalk Fire Loop/Hydrant Flood Zone Control Grade/Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) 312 - cti -1` 15-a) - 1 _ ,-q.) Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Stze: No.: D Deduct C] Water Only Water Meter . ermanent size: No.: Water Meter (temporary) size: No.: Other: Other: DATE PLANS RECEIVED $ATFRIUTES TO PWD FATE P / APPROVED 1 RE *UESTE COMMENTS S-ft ■ Slk.t Uk't lit - I`1 -41 PLAN CHECK NUMBER ROUTING PERMITS REQUIRED SITE ADDRESS UTILITY P. OJEC'P TRACKING CHECKLIST Flo CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT SUITE NO. Applicant/Authorized 1 .1.. _• _. ... , 4 .�!. .../Z Contact Person. ---- • ii ,.it: • / � Address: •� ; b / - AM- 1 4 7I Print Name: ! � e7 r' ,c,1/,tic_�1y` Date: '5"-/7-- 9/ Phone: 54/y - -, ' Phone: Date Application Accepted: 5 _. I^" J, (41 Date Application Expires: I t _ I _ (i , CITY OF TU/tVVILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: INFORMATION Name of Project: � r Property Owner: Street yD Engineer: / f d iY/JJ Street Address: Contractor: 4,40-rr- - Street Address: 7 King Count Assessor Account Number: UTILITY PERMIc APPLICATION PERIUi1TS:; <': ❑ Channelization/Striping/Signing REQUESTED':::': ❑ Curb Cut/Access/Sidewalk • ....... . 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: D Flood Zone Control ❑ Grade/Fill cubic yards O Hauling D Landscape irrigation D Moving an Oversized Load O Sanitary Side Sewer - No.: D Sewer Main Extension Private ❑ Public El :,WATER METE DEPQSIT/ REFUND /BILLING.> Street Name: MONTHLY >':: Name: SERVICE » <`......... BILLINGS 'TO >> Street ❑ Water ❑ Sewer ❑ Metro ❑ Standb DESCRIPTIONOPPROJECT's ❑ Sin.le -Famil Residential Cl Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ Commercial/Industrial MISCELLANEOUS INFORMATION ❑ Office Cl Duplex ❑ Tri•lex ❑ Retail a New Square � Footage: /3 King County Assessor's valuation of existing structures: $ ('HEREBY CERTIFY;THAT't MAYS 13 T�IISAFPLiCA'T/CM NANO KN PLAN CHECK NUMBER: Cr . / Phone No.: y/ 49- 75 Cite/ L y,( Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Storm Drain. ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No.: — Sizes ❑ Water Meter / Temporary: - No.: — Sizes ❑ Other: Phone No.: City /State /Zip: Phone No.: City /State/Zip: ❑ Apartments ❑ Other: ❑ Condominiums ❑ Warehouse ❑ Church El School/College/University El Manufacturing Cl Hospital ❑ Other: a � ❑ Remodel/ Square footage of original buildi g space: Addition Square footage of additional building space: Valuation of work to be done: $ ;� t j, °`' TH $AME TO 8E TRUE AND CORRECT. 09/18/90 SUBMITTAL CH nKL-IST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP/HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SI! SEWER O Type of pipe - 1 ,rete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material/percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material/percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, Including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER • EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER • PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Pu • lic Wo s Department has comp et= • the r rev ew an the p ans are approved, t e appl ant w 1 not ed by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. if the plans are not app ap roved, the p wil be not ified b letter of necessa resubm tal re SEP -20 -91 FRI 11:15 Mr. Ken Nelson, Plans Examiner City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: Boeing 14 -15 Cafeteria Dear Mr, Nelson: GLW:ch EVERGREEN MOBILE FAX NO. 3922817 P. 01 Post -It"' brand fax tranemittC emo 7671I# of pages h To 1624‘ e c From 6 cl Dept, ns ` /60- 6� V1 Phone # ' ° � 1 ` ) Fex# . 4S1— ( Fu $ci z.„ 2.53 7 EVERGREEN MOBILE COMPANY CUSTOM DESIGNED AND MANUFACTURED MOBILE STRUCTURES September 20, 1991 Enclosed find two sketches (SK -1 and SK -2) prepared by our mechanical contractor (Mr. Tack Cheetham, MacDonald- Miller) following your meeting at the jobsite yesterday, These drawings represent our proposed plan to provide an acceptable means of fire protection for the grease hood and exhaust duct that was missed during our in -plant production phase. There were some discussions regarding the installation of sprinkler heads in the enclosed . space, and we would be very concerned about inadvertent activation of those heads due to normal heat generated in those areas. Perhaps you could get a reading for us on those requirements as well. We are in the process of formalizing these plans at this time, but wanted to get this information to you as quickly as possible due to the critical time constraints we are faced with on this project. We appreciate your efforts on our behalf, and please call if you have additional questions or require further information. S; �cerely, L, Wilson Special Projects 22433 B.B, B2th . • P.O. SOX 1043 • ISSAOUAH, WA 6801317 90(3 388.1031 exhaust fan fire protection roof deck 1 hr wall isometeric sketch exhaust duct MODULAR FOOD SERVICE FACILITY BOEING DEFENSE AND SPACE GROUP TUKWIL WASHINGTON ( :)TY OF r )1KtiVII A SUBMITTALS MAY / � � . -•.:.".. • ....:,, ' ..., . 4. :.. Ftame..shalebe:adeqUatelyt reinforced :for alLi,. ,.. ... •,.., : , • • • •, . • • 5. 8trikeand hinge Preliarationishall tie projected:. • bra. plaster guard.: " • ' • -• • ' All specifications.subjectto change without notice:: Bk.re Aari Rood Caxinnst. Ohio 457A.1 513.14-544ta • A Ka= COMPANY a002/007 No. 71 Reve2/89 anchors. A minimun of &jamb anchors and • base anchors shall be supplied with ear frame.. • — • • • b.. Wood stud or closed' steel stud; jamb/bai • anchors. A. minimum of 16 anchors shall 1 supplied each frame 8' anchors .to used on each.face frame: ; • Ail frames shall be supplied with rubber burn pe Installed at the factory; three per stnice jamb, ti per double door frame head.. All frames shall be phosphatized and receive oi ooat baked on prime paint 9.. Frames shall be-factory reinforced for surfa • °losers when specified. Nominal Door Width 31�` Net D oor 1Nidth � n 04/22/91 16:13 FAX 206 885 6116 - )I1NGE PFiEPA14A11ON .41/2 ".x•••7/2 - standard (.134"):or heaVy.(."f.807 • . :weight template hinges. ; ; :_:: ; ; : t,;.il.'• : ' f•1/2.pairon6' 8', "ard"7 pa 0 '0" d Iis�:,•• ' 2: it -on7'1 8 oor&.�,a y:F,�a ��� mentsre;projecti ^ . ,.FAII1ock and hinge7reinfon �•,.weldedtothestiles. ,Y,:'s-TSv :r: • , :/ :SURFACE MOUNTED HARDWARE •',^;.. 1• ' • . .,�:Doorszre 'factory reinforced ardware , • ' ivhen$pecifled =Mormting'.holes t n i h e d2nd ' +;: ' .L. 3- 91167'. :. - apped.ln field: by ut}ia •• -•' '.. '' ~^ ?'. : : yam' Note . • :,,. • • %:••• ' -'; _ ,1fK' ' fir - " ' _:C e�«:. ti i.. ..-...7"; 1: �. ... ' t.'•1... �'''f::-94::=, t: .•-.r •. ' :�.-... r r. P " = o r,'; A : • i! t '.r.•iJ: '/�-.�` �':Y •.•t,•r ' . • • r� .,•. ..._ }•:• :s �L • i .^ •+r•1'' + �••�.,. [ ^ . ' .: •r� 5 •_ � 11•♦ . 5 �, • �� � {- ' i •c..lZe -• ,w.. z� nCA�r'�1 7 � S '''• �•I.. '. ii'.'l; � ' •• L ' � :1' L .w•� j � , ^ . �1 j - YI• -,: ' �.t't�'a'lti ✓ r ,'. .r •.. YY. .. � LJ� =• 5r. '','�` • •r ♦ '�; � r • I ' r /; V' .. . . %f n ..,_ � i 1 T " .9 7 y :it«..� `Y, t r � �iL�' : T+ z. • .r i'.. ,. x ♦'3 w '•j.� . ' .' ''.'Y •'. . s s -n .c. .�• N '1070 •"'!'...A.t w1: IF, 4 • 3!4 • ' A'3 ' :'1 �r- G•aevatlon _. - .:i :•••', ,_ 1 � ` l . „ '• • � y i � \.. i 1: t• ' •.> rrM ' -. �� �''U' + •I -. � ."Q ot}r11 ra ! r1i L'P i..7Y!:k• ::�l !• l.. a. + ".��:.;; }• `y . _�y l �Ip < . Z y� �`° �[� r lir ry �� �F L.�� . t tr K . • s .. T >'�•. .•'�ti!`��"r." �"' ^.:M ^ 4 :�� 07; • 1 `� 1i lYi "9T�e,', ~ j' -z5"'� ..+• ♦.° 'Y • Mw.t: r . . y • • r• L.'7J^ • P` .0 .'- ,}2 *-L _ ,4: ;Zp;r y ,;-• :v.,.. Y '... . (�yy 1pt ly r •� "' L y K hw r 'k T'_'��yJ..1:•1 li, ';.f ^� +` W • ^ ^" kti'C2,• /.'` �� r• • _ _ ,., J i.;� 'a� . 1� rf. l ^' * tl': W!♦• 1;. ,; �.. .., a Y ...f -(_ '' �.: -.,r, ' ::.•'�. i kr F i .' e .r ..4 t ± ^r "] • i� ... + M1 a 'R ♦vl' ,.7 C ; - r .1;;.i , .n•. t ' a,. � ^.,= •'.rte`-' ,d r • ' t , • :•r �' - -MENERALl1rJ * �, � .'. rr:T a�. , ,,.� - ti; x „S . . : . .. >s A � y� ; %�f • �Y"-t � h _ _ . � _ . pE!r . i• ':e �r 7� ` , µ �F a jt • • rs �a I :t r . XF�: rK•TJ�I �irli i.'F;.••v } ��D_•"'•C,C�'.r' ��•_ r,�r'i� ✓' u. � �•k�. P. doo�sare� in eaves acid n�vveriapping :� y.,,,, .r .___. a�.— s�. t_ � _ ' _ __ il .. t yif_. _ ,��:'.:r •-.. .: f -. "' .1-+''^ i... S bets': §f.i Section' , r IP • � =� i'g'fa . '�r ' � n:a Iear.tu3naotnresr:.. :•s'�. •: t' .'. ,,•',, • Nominal .Door - Height • •Net • IN�ht ' r • PACKAGING 'Each door is• individualiypackaged.eo that the or s.are.mIetejy.eovere4 and . • -the door•edges have•full height. verdczil:edge,protectors: ' • `,' SPECIAL NOTES • • . 1.Dimensiori shown ls•for,government 161,•and Unit lock•':. • •'' preparation. 2. When government 86 lock• is used (ANSI - A115.1) dimension Ito't center line of •lock is 3/8" Iess•than indicated (33- 3/16'). 3. Finish painted•doors are available. SeeTechnical Data Sheet No. 124 for complete information_ '4.Special hardware preparations.are available upon request••All non - standard hard ware;preparatians.are made tothe hardware martufactureestemplates • 5.1 ouvers not available for. doors over•' -0' in width or over 8'4 in height ., 6. Glass stops and,glazing beads are Installed to 'provide 'a 3/8" glazing groove for 1/4 glass. KRAUSE &SCHEELAR STANDARD HARDWARE PREPARATROI LOCK PRJPARATION Gov't161 Cylindrical (ANSI - A 115.2) with 2.3/4• Bar Gov't 88 Mortise (ANSI - A115.1) with•full esctrtcheor • 121007/007 Cylindrical Lock Preps 04/22/91 16:12 FAX 206 885 6116 I •'' P••• or . t -... 1 . .---...... ; t Patterns Available '.' • , .....tr,t; ..-.:%,....,......; ., . , ! ............., :••■./,:47.74:„o ...:.:•••••;Vr 'F . , • .. ..' .! • !,.: ,.7 iS geol.'. :::. EP1 ...:•:;EM; *3 3. 1 .* .ri t s - "ja) Embossed .• .; ..........„. , ., .. .• . '■:F..tcheo Ft =4•• ..,..T;Tatte j 'Pattern ,,,....„Pei'":"7.-7.:•...24, ts , ir .- $ - ", ;•-• -.-......?; .,„,j.. ;v. v- :-.,..•n* :-.." ..I , . ..,..•:4C. '7 ...irr '...i .,...M,_AL.'-'1....e,b . .....gz...1:- -- 4.2r,%•;tr - -•-•-..-,"::: "4":15NERAL.INFORAIMON .. 4. .'' , --" 5- - .. 1. Available in 20 go. cold rblied•Itggironly.oi.''Pze , _ .2. Maximum size door 4'0" 8 .3. Door Is not available .w..1.91.41\als jdhtg.a.4-',,:iefij;,).1„gd„.......1'W.,4--.'- ... . (LF.Design) .,.., . I ,..,...t.,kx.- St-1,02-r. r..., 14. •DoC i ..„ ' ' - ' ir savaIlable label ormo nla bel. ..; -O rder Ti. a?elf%:c1sg4 -.."--iIiVq.-1-...-;':::•fl'..?-.4..-N.-7..-,..-:-7-. ._.„, .. -2.zigV,F:',..-7.1:::f: , .4 •••• ...r.. ..,z..k.--,-.1:"......-..,. ,.........„..; -.07.0 ..•: s:SP.EC 'F. 1 CAT1 .1. Doors shall be as•marlufa praft.ManufacturIng 'osz•gt. d designated ag ' a. L-20-8 (1-3/8", 20.gage steel) ;;•;. b. L-20.4 (1-3/4", 20 gage steel).....,4• et" 2. Doors shall be fabricgited of; a. cold rolled steel • • 3. Doors shall be flush with visible.edgeseams:::.;.•.r..::-/S.F.fiel 4. Doors Shall have 1/8" bevel in2".on tiinge.and lock edges. • • 5. Doors shall have verticalinechanical Interlock- ing seams on hinge and lock edges. • • 8. DOOrs shall be provided with - top.and bottom Inverted 14 gage cold rolled steel channels sootwelded within the door. 7. Doors shall.be reinforced, stiffened.and sound deadened with Impregnated Kraft.honeycomb core completely filling the inside ofthe door and laminated to the inside faces of panels.. ' . Doors shall be mortised and adequately'reirp, . forced for all hardware. •• • . a Mortised hardware reinforcements be drilled and tapped at the factory. b. Surface applied hardwarereInforcements .shall be field drilled.by others. ,* ••••:' 2. Doors hall be reinforced Intemally.with.a14 gage steel reinforcement for surface „closers . when specified. ' 10. Out swinging exterior doors shall be provided with tobsaps for protection against weather, when specified. 11, Doors shall be phOSphatrzed and receive one tenor erf herknel rr.Int a. KRAUSE&SCHEELAR .Edge seams to be filled and ground smooth li t006 / 007 . . tiln1:::!..,.....;..".. . • . i. "iratt.;;;•,....c::::......,..,:. •::::'*;:i 'T.•;:i.:4;;S:.-;.!.: 1•51,*;:ii- 1 -. .•• .41 ';_ • ;,..r, 4:44 IH....0)18)!.....enb;,..t.Str.,r17.:.., tP, ••,: ....: ,..,..., , •:: _ . . 't p :.-- -„:„Tr....... N ERMA N FORIVJAT10_ N .i . :ta .. .... `L" I e :dee:r$X-1, -.• •—• ., • ,, >1" , • . 4 . '" P curr- ' .,_an,••;- . ..1; •. r‘.....•":..n.....1. .. . •• 4•4 ; P•5 • . , Vt!...POOrpsilotalvallablelnlexturedzlee3 rstain7,•ix%. .. , * 17 s;laber .ireiztir.r..;.• .... ;KIOOms !walla le st ormorklabe1 :6,-7"- - - . `t 45 ""Clt Tife"rtaIs- ,f,-.• ,....,.-.......i............,, . i......3.,-;.-=-1. • i.,.,.941).....t5 „ ..... ........-tajdicki :xacl i:prbp:rti 4. :.4 - "W ., , 77,..... 4,...iu. ..... ;t5.2 .7...,:etwz,: ... - ''''' - '" . 2 4 ''''e . t r i.rWititta:. - 4t,..."1;rit.A.Tv';:;:,-,-,Ket#_ .s. -•,- ,..4.--.s.:>'.-att-i•-.:- - t 1, 16 .1 • i sesi o ri , str erw th:50 : ' . zr4- -..ev-A' . '4'-`4.,2:4, .'s."04-1 ...e.i.;;•:' . .,-..1 P DIE.10 ATI.ON .i.,............-.,-,),,,- • .,.......... • ... ot t.tut44A7-i :7 - -„:: : lesson . (z :-.. „ ...:: :„. .it: • • ! . : - lin " -.' .. •• ••;!•••••.,,,7,.. .. ...•.......,..: ZS" . '0' 8 e 0 ": " P : : > 4 ) , ;'-i: 7....":";: . ,.:... ....i.--....., • ..., -...z__ --... 7.-sr.,.,•:t....... .• net.r) LAW' P • ' " ----.. °"4.M. 1 .4-. 4 ' r..ti rateA..: 1 ...4. :...,.. lo:;,....--• • .... sr,. •••.... .;7 . „ , ..,,,, r e . t r,„ ,1“ 4 1 , 14 , ,,t4 rr . ...,..... i4 'at " --$ • • y... 7-''.;*_,-;: 1 ,::,_;1 1. 74..7.44,_„"F',i 1 ,, 2 _,...0144, 41 , Etiiag „1,7,VP.:-.• _ ; •,.. ;;.. „-,,,,,...,-,......, vr e• ••• ...• -.4•17,'Prf,v-ar_.•P•r.7 jilt' - i•i•-( - 4. 1 •••-•r , -.: . • ; . P ..:2- . 4.)60 . 1WS . haliitle , .. - 433 ... bA . Ca.....ttigt .A; : '... 1 4. :c ti P t t z , , y.":„...414 . . ; , s ir,; , : f•• 7 1: . ; . 1 4 ', C ;: : Z . • ...e.‘...,Xold,rollidsteelnick......7-tv....-,....tv •" A • . ' .• . . .: . • ,. . . .. , c1....1:4, e. •% h. , .......-...,- ..ti: .:7GatvaidiedzteetWoi..thindicotifinsfe.e '-': • ?.bzi:::perqu' iriiert4otal.:::::; ...... .• ........... ...''' •. .• ' :,... • •• .,• ... --...-i'f'%.:-..-:r.::-. ". • ... , :i.i"..• liti 11 usimvith tedgex,earns.illedIth5::/f : groui.v -srt; tic : :.ti:;ei ppt.?..,...,F...slr • .., . t..:4,4, .:Doors-shin have1/87,Level in2"....bp:hii and ' • .. .f .* edges; ; ' . .'.• ....‘..". .. . • . — . " Doors shall have vertical mechiinicei Interlock . ' 7ing seams on hinge and lock edges. •6. :DoOrs shalt be provided .with;lebmnd bottom inverted .14 gage steel channels.spotwelded :within.lhe door, . • • .. .• . . .7. Doors .shall be relnforced;•stifferiedind sound .• • 14eaderiedwithimPregnatedCiCraft hOneyoomb : completely filling the insidePt doorand - laminated to the insidelaoispfpanels. S. . Doors-shall . be.mortised - and .adequately rein- . • lorcedior all .hardware::;'f'..'": • .4. .Mortised hardware .reinioicatri :shall • 'be drilled.and tappodat 111e ory. .• • .•.b. . Surface •appilecithardwars*all the:field : :• ; :drilled by others. ::.,.;*k; P •S.,Moore shall-be 'reinforced Antemally With.* 14 •,.,gage :steel reinforcement.forsurface closers • when specified . .;. . 10. Out swinging exteribr doors shall be provided with top CUPS for protection against weather, when specified. 11. Doors shall be phosphatized and receive One rtiftitt rif hatkittel an ntimet enint. Po !Ifs rene Core Doors -1 4: 7 3.51P,K o r tairga6Wted) •••-• V• • -•••••••••""--0. -. rt..V. Dora lahall.baltihricated:tok. .Galvaraiedsteel,.:having izin'a•Coatiiig of per.sqUarelciotIotat.:.•••::;:m• . ..3. -Doors shall befluah with NasIbleedge :•,. • ' • ' *••• '..• 4::•• - 4 Doe Shall tiave1/8":bevelingcoethinge•and . l ook , edges. :-,v . ;• • • • • ,.."Doors-shall have vertical meehanical InterlOck:" ' • • . . . ing seams Onthinge and lockedges. • 6, .Doors shall be •provided with .top and bottom inverted 14 .gage Cold steel channels . ' spotwelded within thedoor., • 7. Doors shall be reinforced, stiffened, insulated, and Sound deadened with 11/2 pound density . polyurethane core laminated to th e insidefaces of panels. 8. Doors shall be mortised and adequately.rein- forced for all hardware. • a. •Mortised hardware.leinforoementszhall be drilled and lapped at4he factory. . .b. Surface applied hardware reinforcements • 4thall be field drilled by 'others. • , . • • . Polyurethane Core Doors 4'9., %Doors sball gereinforcedintemally with:a 1.4 • sage steel reinforcement closers when specified. 10, Out swinging exterior doors shall be.provideci with top caps for protection against weather, when specified. 11. Doors shall be phosphatbed and receive one coat of prime paint- ' a..V ,* *47 . and designated : t':' • • . .. (1-3/4",0:gicre:steel).:%y- .. ftr. 1-1811-3/47,18 r').* C. L-16 (1-3/4",16 frage Steel). • • . shall be fabricated ot , ' • r ; • • 'a. • Cold rolled steeL • • b. Galvanized steel, having a zinc coating of . .6 ozs, per square foot totaL • , • . .3. Doors shall be flush with visible edge seams. A. Doors shall have 1/8" bevel In 2" on hinge and lock edges. • ' • Doors shall have vertical mechanical Interlock- ing seams an hinge and lock edges. 6, Doors shall be provided with top and bottom Inverted 14 gage cold rolled steel channels spotwelded within the door, • • • 7. Doors shall be reinforced, stiffeilect, insulated and sound deadened with one pound density polystyrene laminated to Inside faces of the, :panels. Voids iftrc)und the perimeter shall be filled with honeyComb. $. Doors shall be mortised and adequately rein- forcer for all hardware. a. . Mortised hardware reinforcements.shall be drilled and tapped at the factory. b. Surface applied hardware reinforcements Shall be field drilled by others. IlKilUbtAbl..Ht&LAK 1D-44 rtrr WJUUD/UU/ ••••:. • • . DOOR ;THICK NESS:, SI -Al tt template!: 1/2 pair•onL tothedoar • Ashen spec, I try attic • • end•. 7':2 • • ►Id 04/22/91 • .i..;7. i ti a EE mil 26%TOTALAR 16:10 FAX 206 886 Gd Sirmlar L208 '. zt'L,21)-4-7/ti : L7167 • L 24.4 - : L•18' L -16• • L -14- Ea oj/1 3' 4.1/J1- Available with louver lop sna bottom 1 -314 THICK DOORSONLY 6116 c•� 14' wide fur doors T - 4 - and wdor 9' we IdrOxus under < -4' • 1`1- 9 /16-" ,`•;; ", .ut.ouvers' not. recommendeditirexterinrapplications. :2- - 13/11} •,.. •. ti::t'• -8''•' . .2':743116.1: . • :y i ys - • INVERTEO.'V • B�:AD . 'n ''r1 ". CUNdITIONING GRILLE • 'Z 'F'r4' ',.k` 0..=-14�sbrrii.+• .J -- .- • y- '� Eg AIR 'X-"e` 2,Al FIXE.DEFREEAI T +ir.,T�. s•r*'... ,..-,. . • . ,Z 5 96:TOTAI�AREP.J . . ,. . e , - - 1 , .` t% 'e.•r..•. T TALARFA' j : �w•%���i.+. " , 1t'.'.Ut � � , ,` •i• err rSTANOARD OOOR•WIDTH ' .•_ .. .. • DOOR NE•=,NOMINAL'. : =:r �', '�'' • b " 'Y•r .,�"`, .,ROOF -•fir NEl r t,:... .•,NEDD00R•HEIGHTS ? S ;. :3••.:r; T6 �7 - 1%8•' 6= 7,1.1'I8w ' 7' : 1 - 1/ 7•9 -1/8" 7'- 11 -1/8+' '.� ?�'- 0.":•cy': ;.1=11 ;i :•�:-,: .2 3-13/t6 Z=9-13/1 6!! ' • 2'11 13116='" • 3'-3=13/16" • • 3`-•r13/16" • 3•=7- 13116"" 3`-9- 13/16" 3.1143/16" 0 • •r. •. • • 14." L214. 1.216 1.218. _k1) DOOR LABLE— See TD- 1o7series for complete information, KRALUSE &SCHEELAR •$4 L219 L217 L219 tn.4 - ; L - •F ri . �; •f. S. •sir' _ • • • • •`. ••. 77/3 - �I }•.4.7 I I � Polished Gltda NeiOOht 'S•41 /9 1 • • • •= 14 Ga•1.3/4 S. M. Scrww 16 Ga.-1.3 /0 LA Overlapping Astragal • • • 5 • N1 14" 24• L414 L415 L416 L417 L415 L419 1 . •o .. • • •• • •.. 41004/007 •• • •; ...' - • ■ • . • . • 4.4 -;.-4. ' , -4 , —4tv.t.1 . ., ::•'....... t • Ztitnandizes .....-. -t. Fini . Opening • 'Height • .. • ' Width OP ',. ..•e. i :•..■..`' - •" . "1 , MambA-A. Vi.P...e..tc. .. tuat ,,....P %single . .Double •,:; ' 6 '7'-0" 7-2" 7.10" Ir-er 10'-0" C) .2'.0" 2 , 4 ., 2 ,.. 6 ., . 2'40" 3'-6" 3'.B" 3 5*-0" 0) . ... • ;4'-0" ,, • .....• 5 ,.. 8 ., 6 , 4 ... :,.. '7.0" i'.• 7-4" 16T • g g • co . - • " • "...4 i•4 432 I 2Y • • - 04/22/91 16:09 FAX 206 866 6116 • • ROJECI1ON • • • • ANSI A115.1-2 STRIKE PREPARATION Standard for 1-3/4" doars • •• ..;.".;'• 1" or 2" • FINISHED .OPENING 'HEIGHT • 9-3/4" — EQUAL* .EQUAL* 0 112" or. • FINISHED OPENING WIDTH 1" or 2" t 1" or 2" MIN • Opening '. \II: Hinge Reinf, II Plaster Guard 0.41•11 10.3/8" L i. HINGE FINISH FLOOR . ' • . 0 Not available for F16-8 or FN16-8 'frames. 0 Not available for FN frames. 0 7/16" for 5-3/4" jamb depth frame. 112" (i) Openin Throat . ' ''•; ;:1 " . 7 . , ".7 • '. 7 't."...;;;::11.:.:;':•;.t.°".11-L;) i:.:4rri;42..'!'":::kli:KF:;.1::1::i.•:.:1::•■:::7,-:;.4' • • • .7; •",' ,V,', ...., ri.;........r4.' Z,tief,;‘,:r .t,.. :sr.:EV/in ON ' 'i J.,':;.... *a 0 , 4 .....0.1:::&:'..1:414,-, 4,1 '4W 4:"..?-1-:-;!--7,.‘L'r41.,:,;:;;;• r-1:■:;3. i .....L'S: -4 stl•-: -. ", '4'74 i .. - r..1 ..: r:;. • .7:s.... ,•,', ' ' r , - Ir. • •,: i• ••••• ,..44,r;,-.: tat'4 ••••• ..Jamb .Depth 5/16"-Hinge .Bacicset • 1/18" -9=- 1-3/8" or -- . 1 . Pi nr ,1-3/4".Door Opening Width SECTION AT HINGE THRU DOUBLE RABBET FRAME • . . Cased Throat •. • e11ng ...1 Opan . ..1 . .• .• KRAtTSE&SCREELAR "tSee'Standard 14. • ardware Preparations ..{Hinge*Preparation) 57:4 4-' • 0. f, -Jamb Depth 1 --1- 1-9/16" • or 1-15/16" —Z: 1-3/8" or oa 1-3/4" Door Opening Width 'SECTION AT STRIKE *THRU SINGLE RABBET FRAME (Ftehiferomvient for ANSI-Al 16.1-2 shown) 1" fac;e frames are not available as single rabbet frames. "TABS BENT OVER I N FIELD. U003/007 FRAME CONSTRUCTIO •■■■■■15.1■••■•■•■•• 4'i. 0.. • St Oi Brack.t No. X -Y W (Std.) 14 181/2i 20W 16 1eW 22 18 20' 24' 20 22' 26' 22 24' 2e' 4 -- 22 -91 MON 1 S : 24 $ 6 l, , - - 1 7 a ,,,,..!if s rplk it i+ "P *I 141111111Mttirlitrzybrrl, ,-71. 4. elf 1till /11311141111 tt� ii f l ft.J t 1 11 � !Pi k i1 4111 !r, eta '• S tits smog ! b G6 pattern with Luang panel inserts. Cl mom Pattern (standard) —For alumi- num, galvanized, and stainless steel grilles to 60'0" wide Face -et -Wall Mounting '� .4 ,I'tr�tl�ewl� ! Emergency Release Device Opens grille automatically, even without electrical power. This Is another unique Kinnear/North American door develop- ment (Pat. No. 3680662), Pulling thq emergency release device, wall - mounted near the grille, opens the grille and provides Instant egress. Roiling grilles offer total security, visibility, and ventilation, in a number of patterns and finishes for commer- cial, industrial, and institutional appli- cations. Operation can be manual, crank, chain or motor - operated. Mounting can be self - supporting, square, structural tubes, or to the building structure. • Features 5 M" galvanized steel hori- zontal members, continuous from jamb to jamb, covered with alumi- num tubes. Vertical links are alumi- num. Special end links Insure that grille cannot be pulled from guides. • Curtain bottom is stiffened with tubular extruded aluminum member,. G6 Pattern (standard) —For alumi- num, galvanized, and stainless steel grilles to 60'0' wide, Between -Jamb Mounting Manual, Model RGB1 MODEL NO. CHART Rolling Grilles 07 Pattern (optional) — Designed with closer spacing of vertical links (21. Shown In color anodized aluminum. P . 02 fitted with nylon end caps which act as bearing surfaces. • Lock assembly in bottom bar acti- vates concealed a/e" steel tamper- proof locking rods. Mechanism is removable when grille is open. Lock uses standard mortise cylinder, which offers security but is quickly removable for key changes, • Available as single units up to 60 ft. wide. Same construction quality as rolling doors. • Clean line patterns available with alu- minum grilles in mill, clear or color anodized finishes, In mill or #4 finish stainless steel, or in galvanized steel, GB Pattern (optional) — Designed with closer spacing of vertical links. but wider than 07 pattern. Standard Clearance Chart NOTE: Headroom "W" Includes a 2" vertical return on the lop of the hood where applicable and a 2" standard bracket set up. Face of Watt Mount Schoen Jambs Mount Manual RGFI RGB1 Chain RGF2 RGe2 Crank RGF3 RGB3 Motor RGF7 RGB7 4 -- 22 -91 MON 1 S : 24 $ 6 l, , - - 1 7 a ,,,,..!if s rplk it i+ "P *I 141111111Mttirlitrzybrrl, ,-71. 4. elf 1till /11311141111 tt� ii f l ft.J t 1 11 � !Pi k i1 4111 !r, eta '• S tits smog ! b G6 pattern with Luang panel inserts. Cl mom Pattern (standard) —For alumi- num, galvanized, and stainless steel grilles to 60'0" wide Face -et -Wall Mounting '� .4 ,I'tr�tl�ewl� ! Emergency Release Device Opens grille automatically, even without electrical power. This Is another unique Kinnear/North American door develop- ment (Pat. No. 3680662), Pulling thq emergency release device, wall - mounted near the grille, opens the grille and provides Instant egress. Roiling grilles offer total security, visibility, and ventilation, in a number of patterns and finishes for commer- cial, industrial, and institutional appli- cations. Operation can be manual, crank, chain or motor - operated. Mounting can be self - supporting, square, structural tubes, or to the building structure. • Features 5 M" galvanized steel hori- zontal members, continuous from jamb to jamb, covered with alumi- num tubes. Vertical links are alumi- num. Special end links Insure that grille cannot be pulled from guides. • Curtain bottom is stiffened with tubular extruded aluminum member,. G6 Pattern (standard) —For alumi- num, galvanized, and stainless steel grilles to 60'0' wide, Between -Jamb Mounting Manual, Model RGB1 MODEL NO. CHART Rolling Grilles 07 Pattern (optional) — Designed with closer spacing of vertical links (21. Shown In color anodized aluminum. P . 02 fitted with nylon end caps which act as bearing surfaces. • Lock assembly in bottom bar acti- vates concealed a/e" steel tamper- proof locking rods. Mechanism is removable when grille is open. Lock uses standard mortise cylinder, which offers security but is quickly removable for key changes, • Available as single units up to 60 ft. wide. Same construction quality as rolling doors. • Clean line patterns available with alu- minum grilles in mill, clear or color anodized finishes, In mill or #4 finish stainless steel, or in galvanized steel, GB Pattern (optional) — Designed with closer spacing of vertical links. but wider than 07 pattern. Standard Clearance Chart NOTE: Headroom "W" Includes a 2" vertical return on the lop of the hood where applicable and a 2" standard bracket set up. 4— 2 2— 9 1 "SaH- Supported" Structural steel tube jambs anchored to floor slab and building steel above, provided and installed by Kinnear/ North American. Common Guide Mounting Details Clear Coming Width Fault-Wall • Face mounted detail dsed when ade- quate side room Is available. Mount- ing angle shown fastened directly to building construCtion•masonry fas- tening shown. SUGGESTED SPECIFICATIONS PART 1 GENERAL 1.01 Work Included --The roiling grilles will be Kinnear /North American Model as manufactured by Wayne - Dalton Corp. 1.02 Work Not Included --- Unless other- wise specified, preparation of openings, steel Jambs or supports, trim, access panels, field painting, wires, wiring or disconnect switches for motor operated grilles. PART 2 PRODUCT 2.01 Curtains are to be fabricated of • 5 A&' diem, galvanized steel members spaced 2 inches on centers that run continuously from jamb to jamb, End links are to be specially designed to lock into guides if excessive pressure is applied. Bottom of curtain will be rein- forced With an extruded tubular alumi- num member reinforced where necessary. foo MOM 2Yr Supporting Bracket Plate Above 1 S : 25 D Cry t4 44e Finished Wall, ° i i ti Et, Supporting tbveracke Between -Jamb Between -jamb mounting used where limited clearance is available and guides must be built out to obtain required clearance for crank or motor operator one side and spring adjust- ment device on other side. 2.02 Guides will be of extruded alumi- num with rigid vinyl inserts to contact both faces of grille, acting as wearing surfaces and sound deadener, 2.03 Bracket plates will be of steel plate. Sealed ball bearings to support the counterbalance assembly. Brackets to form end closures and support hoods. 2,04 Counterbalance will be furnished with oil tempered helical torsion springs having a 25% safety factor. Springs to be fixed to tapered cast anchors, permanently lubricated, mounted on a single solid torsion rod. Torsion rod to be attached to spring tension adjustment wheel. Assembly to be housed in steel pipe shaft of adequate diameter, deflection not to exceed .03" per foot of span. 2,05 Hoods: (When required)), are to be fabricated of 24 gauge galvanized steel (stainless steel) ( #20 BAS gauge et+ndard Area Chart (btar) $1 14 11 10 1 4 0 e a 4 e a 10 12 1 1 1 1 / 2 2 4 2 1 1 2 1 14 20 Sr No 10 X. Y WY Nau x.r NO11 2,Y. 11//e No 14 W.cIM$ a y 111 COwWN Nowt) Opom1421 Between-Jamb The use of structural steel tube lambs permits the Installation of Kinnear/North American grilles before partition walls or adjacent building structures are constructed. Gritles using this type of support are free standing and "$eH- Supported." Thus, our grilles can be ordered and installed early in the construction schedule without the delays often Incurred when dependent on other construction or trades. aluminum). Provide Intermediate hood supports over 16'0" opening width. 2,06 Finish f 1 • c i tl surfaces Is to be (mill) tear anodize T20 - ill (color anodi • ' o e . :: urfaces are to be painted ones op coat of rust inhibiting primer. Stainless steel to be (28 mill) ( #4 brushed). 2.07 Operatio ' Iles will be operated by means of,Mtut. ith lift handles) (by chain and gear -- maximum pull of 35 lbs.) (by fully enclosed awning type crank gearing and removable crank arm) (by motor operator). 2.08 Locking: Manual or crank oper- ated grilles to be by means of slide bolt locking device operable from inside or outside. Chain lock keeper on chain operated doors. Motor operated grilles to include self - locking gearing plus chain locking device for emergency chain. CAUTIO tinder : operable Interior, e nor 11th, are available. When specifying slide bolts for cylinder locks on electric motor doors, electric interlocks should also be specified to prevent operation when lock bolts are engaged in the guides. PART 3 EXECUTION 3.01 Install the grilles in accordance with Wayne•Dalton Corp. Instructions and standards. Installation will be by authorized Kinnear/North American representative. P. 03 27 Single Hung Window Single Hung Window Insulating Model 1500 Series Insulating Model 1510 Series .— W.•d. « MD. ..... SIZES& CONFIGURATIONS 1500/1510/1520 Single Hung Windows T • Standard Finishes: Bronze and Clear Anodized, White Paint. Mill finish availability varies with Milgard location. • Available bar heights: 12;15'; 18; 21; 24, 27, 30' and 36 ". • Mulled configuration available. GRID PATTERNS ROUGH OPENING HEIGHT 3'.0" V-6 4'•0" 4' -6" 6' -0" 6 ••0" 6'•0" r . -6 . Single Hung Window Thermally Improved High Performance 1520 Series WIDTH 2' -0" 2 -6" 3' -0" Standard grids are available upon request. Other custom patterns can be produced, but will require engineering review before production can be started. Grid patterns can be matched to other windows or doors if the requirement is specified at the time the order is placed. If no match is specified, the grids may not line up with those in another size or series of window. Unless otherwise specified, the grids will divide the window equally with the bars set between 8s/" and 12" apart. This will result in a pattern that approximates the size of the window. A 4030 window would be four squares wide by four squares high. INSTALLATION._ All Vertical Sliding windows are factory sized to fit in a framed opening, whether new or created by removing an existing window. Windows will be 1" smaller than the framed (rough) opening to allow 1 / "clearance on all sides. Built to rough opening size with 1" deduc- tions automatically made, no com- plex calculations are required for ordering. Opening panels must be closed and locked during installa- tion. Windows must be installed level, plumb and square with 1/" clearance on all sides with weep holes at bottom. Headers must not be nailed. Nail through fin into framing along sides and base. At the head, nails may be placed 1" above fin and bent down over fin, to allow for header deflection. SPECS` Frame Width 2%6" Frame W Over.All Glass Thickness Y2" Over•All Glass Thickness Y" Air Space '/i "or %" Air Space W' or %" Bronze Anodized White Enamel Clear Anodized Grids Available Thermal Break 1500 1510 1520 III • ■ • I ■ • ■ i ■ ■ ■ O I • I • I • Not all product series available in all locations. Contact your Milgard representative for details. MI a.m • m • 1 ■■ ■e® ® ■ ® Single Hung Window Single Hung Window Insulating Model 1500 Series Insulating Model 1510 Series .— W.•d. « MD. ..... SIZES& CONFIGURATIONS 1500/1510/1520 Single Hung Windows T • Standard Finishes: Bronze and Clear Anodized, White Paint. Mill finish availability varies with Milgard location. • Available bar heights: 12;15'; 18; 21; 24, 27, 30' and 36 ". • Mulled configuration available. GRID PATTERNS ROUGH OPENING HEIGHT 3'.0" V-6 4'•0" 4' -6" 6' -0" 6 ••0" 6'•0" r . -6 . Single Hung Window Thermally Improved High Performance 1520 Series WIDTH 2' -0" 2 -6" 3' -0" Standard grids are available upon request. Other custom patterns can be produced, but will require engineering review before production can be started. Grid patterns can be matched to other windows or doors if the requirement is specified at the time the order is placed. If no match is specified, the grids may not line up with those in another size or series of window. Unless otherwise specified, the grids will divide the window equally with the bars set between 8s/" and 12" apart. This will result in a pattern that approximates the size of the window. A 4030 window would be four squares wide by four squares high. INSTALLATION._ All Vertical Sliding windows are factory sized to fit in a framed opening, whether new or created by removing an existing window. Windows will be 1" smaller than the framed (rough) opening to allow 1 / "clearance on all sides. Built to rough opening size with 1" deduc- tions automatically made, no com- plex calculations are required for ordering. Opening panels must be closed and locked during installa- tion. Windows must be installed level, plumb and square with 1/" clearance on all sides with weep holes at bottom. Headers must not be nailed. Nail through fin into framing along sides and base. At the head, nails may be placed 1" above fin and bent down over fin, to allow for header deflection. SPECS` Frame Width 2%6" Frame W Over.All Glass Thickness Y2" Over•All Glass Thickness Y" Air Space '/i "or %" Air Space W' or %" Bronze Anodized White Enamel Clear Anodized Grids Available Thermal Break 1500 1510 1520 III • ■ • I ■ • ■ i ■ ■ ■ O I • I • I • Not all product series available in all locations. Contact your Milgard representative for details. ROUGH OPENING ' 2'.a" 3'.0" HEIGHT 2'.0" 3'-0" 3' -6" 4' -0" 5'- 8' -0" Picture Window Insulating Model 910 Series • «a. ..... ... o .�.� Picture Window Thermally Improved High Performance 920 Series :.I WIDTH: 0" 5' -0" SIZES & CONFIGURATIONS 910/920 Picture Windows ■ Windows over 40 sq. ft. shipped open for field glazing. Divided lite configurations are available. 6'.0" s' -0" 10'-0" Bottom Awning Insulating Model 910 Series (Applies to Casement window also) Bottom Awning Thermally Improved High Performance 920 Series (Applies to Casement window also) Casement ROUGH OPENING HEIGHT 2'"0" 2' -6" 3' -0" 5'.0" 8' -0" . 1 "' (K 910 /920 Casement/Awning / Hopper Windows Awning ■ 10 sq. ft. maximum vent size. Equal leg frame available. Egress hinges available. Minimum casement width/ awning height is 12 ". (Hopper Operation available). Divided lite configurations are available. WIDTH: 2' -0" 3'.0" 4'.0" 5'-0" 8' -0" 8' -0" INSTALLATION All Picture, Casement, Awning and Hopper windows are factory sized to fit in a framed open- ing, whether new or created by removing an existing window. Win- dows will be 1 /2" smaller than the framed (rough) opening to allow 1 / "clearance on all sides. Built to rough opening size with 1 /2" deduc- tions automatically made, no com- plex calculations are required for ordering. Opening panels must be closed and locked during installa- tion. Windows must be installed level, plumb and square with 1 / " clearance on all sides with weep holes at bottom. Headers must not be nailed. Nail through fin into framing along sides and base. At the head, nails may be placed 1 /2" above fin and bent down over fin, to allow for header deflection. SPECS Frame Width 2 Over -All Glass Thickness W Over -All Glass Thickness 1" Air Space 1 /2" or fie' Air Space Wor %' Bronze Anodized White Enamel Clear Anodized Grids Available Thermal Break 910 U ■ ■ 920 S a • • • • • • • • • • Not all product series available in all locations. Contact your Milgard representative for details. ■ ■1i■ in NUN: • � 11 ■ ■ ® ® ® l U a ®■ ®d® ® I s■■® ROUGH OPENING ' 2'.a" 3'.0" HEIGHT 2'.0" 3'-0" 3' -6" 4' -0" 5'- 8' -0" Picture Window Insulating Model 910 Series • «a. ..... ... o .�.� Picture Window Thermally Improved High Performance 920 Series :.I WIDTH: 0" 5' -0" SIZES & CONFIGURATIONS 910/920 Picture Windows ■ Windows over 40 sq. ft. shipped open for field glazing. Divided lite configurations are available. 6'.0" s' -0" 10'-0" Bottom Awning Insulating Model 910 Series (Applies to Casement window also) Bottom Awning Thermally Improved High Performance 920 Series (Applies to Casement window also) Casement ROUGH OPENING HEIGHT 2'"0" 2' -6" 3' -0" 5'.0" 8' -0" . 1 "' (K 910 /920 Casement/Awning / Hopper Windows Awning ■ 10 sq. ft. maximum vent size. Equal leg frame available. Egress hinges available. Minimum casement width/ awning height is 12 ". (Hopper Operation available). Divided lite configurations are available. WIDTH: 2' -0" 3'.0" 4'.0" 5'-0" 8' -0" 8' -0" INSTALLATION All Picture, Casement, Awning and Hopper windows are factory sized to fit in a framed open- ing, whether new or created by removing an existing window. Win- dows will be 1 /2" smaller than the framed (rough) opening to allow 1 / "clearance on all sides. Built to rough opening size with 1 /2" deduc- tions automatically made, no com- plex calculations are required for ordering. Opening panels must be closed and locked during installa- tion. Windows must be installed level, plumb and square with 1 / " clearance on all sides with weep holes at bottom. Headers must not be nailed. Nail through fin into framing along sides and base. At the head, nails may be placed 1 /2" above fin and bent down over fin, to allow for header deflection. SPECS Frame Width 2 Over -All Glass Thickness W Over -All Glass Thickness 1" Air Space 1 /2" or fie' Air Space Wor %' Bronze Anodized White Enamel Clear Anodized Grids Available Thermal Break 910 U ■ ■ 920 S a • • • • • • • • • • Not all product series available in all locations. Contact your Milgard representative for details. ■ ■1i■ NUN: • � ROUGH OPENING ' 2'.a" 3'.0" HEIGHT 2'.0" 3'-0" 3' -6" 4' -0" 5'- 8' -0" Picture Window Insulating Model 910 Series • «a. ..... ... o .�.� Picture Window Thermally Improved High Performance 920 Series :.I WIDTH: 0" 5' -0" SIZES & CONFIGURATIONS 910/920 Picture Windows ■ Windows over 40 sq. ft. shipped open for field glazing. Divided lite configurations are available. 6'.0" s' -0" 10'-0" Bottom Awning Insulating Model 910 Series (Applies to Casement window also) Bottom Awning Thermally Improved High Performance 920 Series (Applies to Casement window also) Casement ROUGH OPENING HEIGHT 2'"0" 2' -6" 3' -0" 5'.0" 8' -0" . 1 "' (K 910 /920 Casement/Awning / Hopper Windows Awning ■ 10 sq. ft. maximum vent size. Equal leg frame available. Egress hinges available. Minimum casement width/ awning height is 12 ". (Hopper Operation available). Divided lite configurations are available. WIDTH: 2' -0" 3'.0" 4'.0" 5'-0" 8' -0" 8' -0" INSTALLATION All Picture, Casement, Awning and Hopper windows are factory sized to fit in a framed open- ing, whether new or created by removing an existing window. Win- dows will be 1 /2" smaller than the framed (rough) opening to allow 1 / "clearance on all sides. Built to rough opening size with 1 /2" deduc- tions automatically made, no com- plex calculations are required for ordering. Opening panels must be closed and locked during installa- tion. Windows must be installed level, plumb and square with 1 / " clearance on all sides with weep holes at bottom. Headers must not be nailed. Nail through fin into framing along sides and base. At the head, nails may be placed 1 /2" above fin and bent down over fin, to allow for header deflection. SPECS Frame Width 2 Over -All Glass Thickness W Over -All Glass Thickness 1" Air Space 1 /2" or fie' Air Space Wor %' Bronze Anodized White Enamel Clear Anodized Grids Available Thermal Break 910 U ■ ■ 920 S a • • • • • • • • • • Not all product series available in all locations. Contact your Milgard representative for details. 1510 .5E.LiEs z/isiss Ls MILGARD MANUFACTURING, INC. 1010 54th Am E. Tacorne, VA 98:424 >s .1 12. = 1 -0 FIX-ED WINDOW 920 SCLIE5 5/15/85 SZ.S MILGARD MANUFACTURING, DIC. Heavy Duty Cylindrical Key-In-Lever )-) Yale Lockset Numbers ANSI Function Number ANSI Application Description 5401 F75 Passage or Closet Latch ; .5402' F76 Privacy, Bedroom or Bath Lock v 5403 F77 Patio or Privacy 5405 F86 Store Room or Closet Lock _ ' 5407 F81/F82 Entrance or Store Room Lock 5408 F84 Classroom Lock 6417 F88 Apartment, Exit or Public Toilet Lock 5425 Privacy Lock — 5428 Exit Latch — US Symbol ANSI Symbol Description US3 605 Bright Brass, Clear Coated US4 606 Satin Brass, Clear Coated US10 612 Satin Bronze, Clear Coated US10B 613 Satin Bronze, Oxidized and Oil Rubbed US26 625 Bright Chrome Plate US26D 626 Satin Chrome Plate Latchbolts (1/2" throw only) Backset Plain Deadlocking 2 493 494 3 3493 3494 • C e AU 5400 Lock mechanism is con - ructed of heavy gauge cold rolled steel; all parts are zinc - plated and dichromated to assure maximum protection from rust or corrosion. Recommended for use under normal climatic and environmental conditions. Door Thickness: Metal doors adjustable 1 to 2 "; wood or mineral core doors, 1 standard, over 1 ", specify thick- ness to order. Backset: Standard 2 ". To order, 3 ". Extension links for 5 ". Reversibility: For either right or left -hand doors swinging in or out. ANSI A117.1: To meet this requirement AU Levers are available with abrasive coating. ANSI Standards Yale 5400 Series Locksets conform to ANSI Spec A156.2, Series 4000; Grade 1. ANSI Function Comparison AU 5400 Series AU 5400 Series x Removable Core 0 AU Lever: Cast solid. 0 CO Rose: Cold forged. 0 Compatible with AU Mortise Lock and AU 5300 Design. 0 U.L.Listed. Underwriters' Laboratories Listings 5400 Series Locksets have been listed by Underwriters' Laboratories, Inc. for use on fire doors having a rating up to and including 3 hours. These locksets are available with 1/2" throw latchbolts for use in all classes of locations when applied to hollow - metal, metal -clad (Kalamein), composite (with steel and other coverings) and sheet -metal type fire doors. It is advisable to check local code authorities, the "Building Materials Directory" published by UL, and the door manufacturer for specific hardware require- ments. Underwriters' Laboratories does not list locks with rabbeted fronts or hold back feature on the latchbolt. Case: 2 diameter. All functions furnished in one standard size lock case. To specify flat front bolt, prefix ' F" to list no., .e. F494. All un is are interchangeable. Strike: Standard 495; 1 curved lip, wrought box supplied. 1 ", 1 ", 1 and 2" curved lips to order, wrought box sup- plied. For other strikes, see Strikes (pgs. 24 and 25) of Yale 5400 Series catalog. Cylinders, Conventional: 1801L 6 pin cylinder standard; 1801AL 7 pin cylinder available. Cylinders, Removable core: 1210 6 pin removable core standard; 1220 7 pin removable core available. Keying: KD through GGMK; construction master keying available. Lockset Finishes When ordering specify finish by symbol only. Split Finishes —When locksets wi h different trim finishes on each side are required, specify outside finish first and suit x by Inside trim. Example: LF 6401 US3 x US26. Front and Strike finish to match Inside trim unless otherwise specified. 5401 Passage or Closet Latch • For doors that do not require locking. • Either lever operates latchbolt at all times. Outside Outside Outside Inside 5402 Privacy Bedroom or Bath Lock • For lavatory or other privacy doors. • Either lever operates latchbolt unless outside lever is locked by pushbutton Inside' • Button automatically releases when inside lever Is turned or door is closed. • A coin inserted and turned In emergency slot will unlock door from outside. • Inside lever always active. Inside 5403 Patio or Privacy Lock • For exit doors with limited entry. • Deadlocking latchbolt. • Either lever operates latchbolt unless outside lever is locked by pushbutton Inside' • Button automatically releases when inside lever is turned or door Is closed. • Inside lever always active. Outside 11!' Inside 455 Dummy ltim • For non-operational lever used for decorative trim' Inside 5405 Storeroom or Closet Lock • For use on storeroom, utility, exit doors. • Deadlocking latchbolt. • Latchbolt operated by lever inside, key In outside lever. • Outside fever always rigid? • Inside lever always active. Outside 5407 Entrance, Storeroom or Corridor Lock • For entrance, general home or office doors. • Deadlocking latchbolt. • Either lever operates latchbolt. (Except when outside lever is locked from inside).' • Pushing turn button In Inside lever locks outside lever. (Automatically releases when inside lever is turned or key is rotated in locked outside lever). • Outside lever may be retained in locked position by pushing and rotating turn button 90° clockwise to a horizontal position; not released until turn button is manually returned to the vertical position. • Latchbolt is operated by key in outside lever or by rotating inside lever, • Inside lever always active. Outside 6408 Classroom Lock • For classroom or utility room doors. • Deadlocking latchbolt. • Either lever operates latchbolt (except when outside lever Is locked by key)' • Inside lever always active. • Key releases outside lover. Outside 5417 Apartment, Exit or Public Toilet Lock • For office or apartment building entrance doors or lavatory doors. • Deadlocking latchbolt. • Either lever operates latchbolt (except when outside lever is key-locked from within)' • Key in outside lever operates latch bolt. • inside lever always active, Inside Inside Inside Outside 5425 Privacy Lock • For lavatory or other privacy doors. • Either lever operates latchbolt (except when outside lever is locked by inside pushbutton)? • Button automatically releases by turning inside lever or closing door. • Door can be unlocked, when necessary, by operat- ing outside turn-button. • No emergency key required. • Inside lever always active. Outside Inside inside 5428 Exit Latch • For twin communicating or exit doors where one- side operation Is required. • Also when space is limited between door and switch panel. • Deadlocking latchbolt. • One lever operation. • Blank rose. • Should be used where rooms have more than one entrance. Outside "' Inside 'Lever handles are free wheeling when In locked position. Qty. Design Symbol List No. Cylinder Description Finish Latch Strike Door Thickness 100 AU 5407 x1210 Lockset 26D 494 497 1 - Rose scalp Inside rose assembly Ya I Set screw Sleeve nut Rose sleeve Inside rose plate Latch assembly Installation: Uniform, regardless of function, The latch unit requires a 1" hole in edge of door and the lockset requires a 2 -1/8" hole through the door. Screws for front: Phillips, flat head No. 8.8.32 3/4 ". For both wood and metal doors. Screws for strikes: Regularly supplied: Phillips, flat head No. 8.8 -32 3/4" (except, 497, 497B, and 499 require Phillips flat head No. 12 -12- 241 "). Front: Standard, Bevel 1/8" in 2 ". Flat front, to order. Combination Screws regularly supplied. Thru bolts required for / wood doors only Example: For more information contact your Yale Representative or the Yale Marketing Department, P.O. Box 25288, Charlotte, North Carolina 28229-8010. Telephone: (800)438.1951 or (800)438-1962. In North Carolina: (704) 283 -2101. Telex: 572359 FAX: (704) 289-2875 or (800) 338-0965. • Mounting plate for chassis stability. • Meets and exceeds ANSI torque test for levers. • Free wheeling lever handles when locked. • 1/2" latchbolt projection. • Cylinder: 6 -pin standard; 7 -pin available. Also available with high security cylinder. • Independent lever return springs. • AU lever meets California return standard, • Turn piece provided for needs of handicapped. Lockbody assembly cylinder Removable core cylinder How To Order.. . The following is a hypothetical item listed in proper sequence for complete and simplified ordering. The item you order may or may not require use of all indicated segments. When ordering, please refer to the alphabetical listing below to include all necessary information that will allow us to properly fill your order. Supp ementary Specifications: Flat front. Specify key ng 7-pin cylinder. Extension links. Strike lip length. ETC. (Specify by list number where available.) In Canada, Unit No. 13, 7015 Orden Drive, Mississauga, Ontario, CANADA L5T 1K6. Telephone: (416) 670-0211; FAX: 416-670-0441; WATS: (800) 6685322. Yale Security Printed in USA MCC Exit Device Series Door Size Ordered Minimum Door Size With Dogging Without Dogging 7000 7100 36" 30.3/8" 28.5/8" 7010 42" 36.3/8" 34.5/8" 7110 7020D 7120D 7030 , ' 48" 36-3/8" 34.5/8" 7130 7200 36" 28-3/4" 27" 7210D 42" 34-3/4" 33" 72200 48" 34.3/4" 33" Four Basic Models Yale 7000 StyleLine Exit Devices are available in the following basic models: Rim Devices, page 4. Surface Vertical Rod Devices, page 5. Concealed Vertical Rod Devices, page 6. Mortise Lock Devices, page 7. Features Yale 7000 Sty leLine Exit Devices combine modern easy -to- operate action with esthetic lines. They are available as rim, surface vertical rod, concealed vertical rod and mortise lock devices to provide you with the security you require for each installation. Wide Choice of Finishes These devices are available in a wide choice of architectural metal finishes. In addition, it is possible to specify a different architectural metal finish for the touch bar. To further enhance design choice, the touch bar is available in non - metallic finishes. An optional hardwood veneer laminated to the touch bar is available to provide an elegant accent. This wood veneer is available in two choices. One is walnut stained and sealed, ready for installation. The other is natural wood for finishing on the job site for a perfect match to door and frame. One additional choice is a semi -gloss black nylon coating fused to the touch bar. This black finish provides the designer with an opportunity to provide a distinctive contrast in the appearance of the exit device. Wood or Hollow Metal Door Applications Yale 7000 Sty leLine Exit Devices are available in a choice of narrow or wide cover widths for installation on either wood or hollow metal doors. The narrow cover has a 1.5/8" (41mm) width; the wide cover has a 3 -1/8" (79mm) width. Both are 8-3/16" (208mm) high. Aluminum/Glass Narrow Stile Doors These exit devices are also available with the narrow cover and a reduced backset for installation on aluminum narrow stile doors with glazing. The cover is 1 -5/8" (41mm) wide and 8.3/16" (79mm) high, Outside Trim Variety These devices are available in a wide choice of both active and inactive trim to meet the needs of each application. Wood and hallow metal door trims feature a drawn escutcheon. Depending on the function, trim is subplied with either short or long escutcheon. For trim details, see pages 8 and 9. Short Escelehwn Ulm T rim Escutcheon Narrow Stile Aluminum /Glass door trims feature raised aluminum extrusion escutcheon. For details, see page 10. Thru - Bolted Trim All escutcheon trims are thru - bolted to the device base for added strength and security. Chassis Construction The operating mechanism is mounted on a heavy- gauge steel plate for extra strength and security. All parts are zinc plated and dichromated for resistance to corrosion. Reversibility Rim devices are non - handed; vertical rod and mortise lock devices are easily field reversed. Yale 7000 StyleLine Exit Devices General Information Door Widths Devices can be ordered in three standard width to fit doors 36" (0.9M), 42" (1.1M) or 48" (1.20M) wide. All can be field cut to accommodate narrower doors. Minimum door sizes are listed below. Easy Dogging A half -turn of the hex dogging key locks the touch bar in the depressed position and holds the latchbolt(s) retracted. Optional Inside Cylinder Dogging Yale 7000 StyleLine Exit Devices are available with inside cylinder dogging. The cylinder is located in the device adjacent to the touch bar. This option is also available as a kit to retrofit existing 7000 Series Exit Devices. Ergonomical Design These devices are user friendly; they're easy to Install; easy to operate. Patented Design The design of these devices have unique features and several patents are pending. Yale 7000 StyleLine Exit Devices General Information Index Item Accessories ANSI f unctions ANSI Types Cylinders Devices Concealed Vertical Rod Mortise Loci. Run Surface Vertical Roil Door Coordinator finishes Underwriters' Laboratories Listing All Yale 7000 Stylel inr• Exit (vices, nave h' ei listed try Underwriters' I aboratones Inr Ira Parer Hardware a requirement try Ll L for ar c' devices In addition. approval fur Fur' E'I' Hardware is gven to a group of deinc.er. trial ha,e passed the rigid U L tests for A' or Ei labeled fire doors Refer to page'. 4 duo specific details on the exit deco c Riat r au hi installed nn libeled tut' door, All L,d Dev'Iicc when supplied tin fri. r t f ife doors will not have a dogging r,r5dhi'l1 lv' U I req err err rents For trim for troth U I I r:,ted Parr ll,.md:,,r •e ,reel U t Labeled Fire Exit Harm', ri refer in pilau 0 9 & 10 Yale U.L. Listed Devices For Fire Labeled Doors Page Item 12 13 (, "1t Id' Irtthrri n! 8 9 t, 10 Ha nil 2 fit.,, Iii Urde' 14 Pick m; f, 'mini'. 7 10n r'.n(b D,.s,,q.rt t e;er ()Nov', 12 U l t '•tu,ti 1f, tThls application requires the installation of a door coordinator YALE 7000-2 VIM t UCr. 51111E5 ANSUassumramegair 8 9 & 10 +1 Yale Security Inc 7000, 7100, 7200 Panic Exits ■11•0 ]r7H ..ARO30F.at"a7020DF,.txr}k`ii 130E 3712ODF = 'M 70300 :31411060. 44 1 4`' t7J030Ei,7020110,1 •43 :7130F.:xa7.11 DDF43. ? ,r „rt N.�P1I I RS AOONAT°PIE FIRE EXIT HARDWARE ANSI Specs u ' YaIrr 70010 Si '' i'!:. Si,'u ti'; Eiji c;, ' Ito- ri,lu�rt „ ttti o' A( ;Si A150 3 (r'i'te 1 An I' m ar t;;rU'rtdl Slirr.lar( 1,0 I,r hr•.icff, ANSI A156.3 TYPES TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 7000, 7000F, 7100,7100F 7010, 70100F, 7110, 71100F 7030, 7030F 7100 - _ --- — - __ - -- -_- - - 72100 -- -_ -- -^ TYPE 6 TYPE 7 72200 70200, 7020DF TYPE 8 TYPE 9 7020D. 70200E -- — — — TYPE 10 — TYPE 21 1944 Coordinator TYPE 22 M100, M201F d M300 TYPE 23 — TYPE 24 — TYPE 25 — TYPE 26 — Yale 7000 StyleLine Exit Devices General Information Index Item Accessories ANSI f unctions ANSI Types Cylinders Devices Concealed Vertical Rod Mortise Loci. Run Surface Vertical Roil Door Coordinator finishes Underwriters' Laboratories Listing All Yale 7000 Stylel inr• Exit (vices, nave h' ei listed try Underwriters' I aboratones Inr Ira Parer Hardware a requirement try Ll L for ar c' devices In addition. approval fur Fur' E'I' Hardware is gven to a group of deinc.er. trial ha,e passed the rigid U L tests for A' or Ei labeled fire doors Refer to page'. 4 duo specific details on the exit deco c Riat r au hi installed nn libeled tut' door, All L,d Dev'Iicc when supplied tin fri. r t f ife doors will not have a dogging r,r5dhi'l1 lv' U I req err err rents For trim for troth U I I r:,ted Parr ll,.md:,,r •e ,reel U t Labeled Fire Exit Harm', ri refer in pilau 0 9 & 10 Yale U.L. Listed Devices For Fire Labeled Doors Page Item 12 13 (, "1t Id' Irtthrri n! 8 9 t, 10 Ha nil 2 fit.,, Iii Urde' 14 Pick m; f, 'mini'. 7 10n r'.n(b D,.s,,q.rt t e;er ()Nov', 12 U l t '•tu,ti 1f, tThls application requires the installation of a door coordinator YALE 7000-2 VIM t UCr. 51111E5 ANSUassumramegair 8 9 & 10 +1 Yale Security Inc 7000, 7100, 7200 Panic Exits ■11•0 ]r7H ..ARO30F.at"a7020DF,.txr}k`ii 130E 3712ODF = 'M 70300 :31411060. 44 1 4`' t7J030Ei,7020110,1 •43 :7130F.:xa7.11 DDF43. ? ,r „rt N.�P1I I RS AOONAT°PIE FIRE EXIT HARDWARE ANSI Specs u ' YaIrr 70010 Si '' i'!:. Si,'u ti'; Eiji c;, ' Ito- ri,lu�rt „ ttti o' A( ;Si A150 3 (r'i'te 1 An I' m ar t;;rU'rtdl Slirr.lar( 1,0 I,r hr•.icff, Coni gouration Op izeng List Number Single 4'0" x 8'0" 2000F 2010DF Pairs With Removable Mullion 8'0" x 8'0" 2000F x 2000F Pairs With No Mullion Swinging in Same Direction 8'0" x 8'0" 2010DF x 2010DF Pairs With No Mullion Swing in Opposite Directions 8'0" x 8'0" 2010DF x 2010DF Features Chassis Mount Construction: Operating mechanism assembled on single chassis which mounts on door; removal of case cover permits inspection /maintenance. Reversible Design: Hand can be easily reversed in the field. Easy Dogging: Half -turn of hex - dogging key locks flat bar in the depressed position; latchbolts and upper /lower latchbolts /deadbolts held retracted. Outside Trim: Both inactive or operating trim available, see page 3. Stock Hollow Metal Doors: The following trim are designed to cover standard ASA 161 /ANSI A115.2 -1980 door preparation cutouts: 203, 203, CA205, 207, 211 and CA212. Thru -Bolt Trim: All Trim with escutcheon plates are thru - bolted to the device base. 2000 Series Exit Devices General information Rim Devices Devices 2000 Series Rim Devices: with deadlocking Iatchbolt where single point latching is required. 2000F Series Rim Devices: with deadlocking latchbolt where single point latching is required for "A" through "E" Labeled Fire Doors. Options Trim: see Chart page 3. Removable Mullion: see page 4. 2016 Exit Alarm Kit (for Rim Devices only): where a local exit alarm is required; for new devices or retrofit to existing devices; 36" minimum door opening width. Uses a Yale List No. 1109 rim cylinder and a standard 9 volt battery (neither is Included). Device Features Latchboit: 3/4" throw; deadlocking. Dogging: standard by hex -key; where dogging is NOT required, suffix List Number with "ND," i.e., 2000 x ND. No dogging on Fire Labeled Devices. specifications Door Thickness: 1 -3/4" when used with operating trim. Door Width: Flat bar length available for three door opening width ranges. 30 " -36 ", 36 " -42" and 42 " -48" (special order). Specify maximum opening width of range desired; field cut to specific door width. Minimum Stile Width: 4 -12 ". Case Dimensions: Lock stile, 6 -3/8" wide x 2- 11/16" high; hinge stile, 2 -1/4" wide x 2-1/2" high. Material: Base and flat bar, steel; covers, high - density rust - resistant alloy. Projections: Flat bar; extended 2-3/8" dogged, 1 -5/8 ". Lock stile case, 2-11/16". Vertical Rods: 9/16" diameter steel. Finishes: Baked enamel; Silver Lacquer (SB), Dull Bronze (BL), or Dark Statuary Bronze (STAT). Vertical Rod Devices Underwriters' Laboratories Listing All Yale 2000, 2010 and 2010D Series Exit Devices have been evaluated by Underwriters' Laboratories, Inc. and are listed by U.L. as Panic Hardware. Yale 2000F and 2010DF Series Exit Devices are U.L. Listed as Fire Exit Hardware for "A" through "E" Labeled Fire Doors. Yale U.L. Listed Devices For Fire Labeled Doors Devices 2010 Series Vertical Rod Devices: with upper and lower latchbolts. 2010D Series Vertical Rod Devices: with upper latchbolt and lower deadbolt. 2010DF Series Vertical Rod Devices: with upper latchbolt and lower deadbolt for "A" through "E" Labeled Fire Doors. Options Trim: see Chart page 3. Device Features Upper Lotchbolt: Automatic deadlocking, 3/4" throw. Lower Latchbolt: Pullman type, 5/8" throw. Lower Deadbolt: 5/8" throw. Retracted Latchbolts /Deadbolts: When door is open; released when door closes. Gravity Operation: No springs in the latch mechanism. Door Height: 7'.2" door opening height standard. For up to 10' high openings use upper rod extensions (available in 4 ", 10" or 16" lengths). Finishes: SB, BL & STAT Device List Number Trim List Number US26D, US10 & US10B Device List Number Finishes: Type Cylinder Key only. 207 retracts (1109 201 Pull Plate Pull when dogged. x Pull Plate latchbolt Cylinder) • f NA o Knob x Rose Knob retracts latchbolt at all times. CA212 CA212 2000/2000F none CA228 CA228F Knob Rigid Pull when dogged. Knob x Escutcheon Knob retracts latchbolt at all times. CA209 CA209F 01 2010/2010D/2010DF Lever x Escutcheon Lever retracts latchbolt at all times. CR210 CR210F 02 2000 Cylinder x Plate Key retracts latchbolt. (1109 Cylinder) (Auxiliary pull recommended.) 203 203 Key -In -Knob x Rose Cylinder locks or unlocks knob. When unlocked, knob 1 retracts latchbolt. k. (1801 Cylinder) CA205 CA205 2010/2010D ^"\ Q` Cylinder x Knob x Excutcheon Cylinder locks or unlocks knob. When unlocked, knob retracts latchbolt. (1109 Cylinder) CA208 CA208F 2000/2000F 203, 207 Cylinder x Lever x Escutcheon Cylinder locks or unlocks lever. When unlocked, lever retracts latchbolt. (1109 Cylinder) CR206 CR206F. Escutcheon Only Exit Only. . 0 211. 211. 203, 207 05 Pull x Escutcheon Pull when dogged. 233 233F 243 05 Thumbpiece x Pull x Escutcheon Thumbpiece retracts latchbolt at all times. 253 253F 243 ^1 / ■ Cylinder x Thumbpiece x Pull x Escutcheon Cylinder locks or unlocks thumbpieco. When unlocked, thumbplece retracts latchbolt. (1109 Cylinder) 243 243E ANSI A156.3 Device List Number Trim List Number ANSI A156.3 Device List Number Trim List Number Type Function Type Function 1 01 2000/2000F none 2 01 2010/2010D/2010DF none 02 2000 201, CA228, 233 02 2010/2010D 201, CA228, 233 03 2000/2000F 203, 207 03 2010 /2010D/2010DF 203, 207 05 2000/2000F 243 05 2010/2010D/2010DF 243 08 2000/2000F CA205, CA208 08 2010/2010D/2010DF CA205, CA208 Comparative Specifications Trim /Function /List Numbers (Trim List No. on left is for Non -Fire Series; the right is for Fire Labeled Devices.) Specify hand (RHR /LHR) when ordering trim. f For Fire Labeled application, Trim Catalog No. 207 must be used with a P.N. 60- 20004009.059 Fire Shield. Cylinders: 1109 Rim Cylinder: 6 pin cylinder, paracentric keyway, supplied with 203, CR206, 207, CA208 and 243 trim (panic and fire exits). Shim Kits for Glass Bead Clearance List Number S713 for 2000 & 2000F Series Rim Devices. List Number S714 for 2010, 2010D & 2010DF Series Vertical Rod Devices. Each kit shims the device 1/8" (3mm) off the surface of the door. Use of more than two shims requires longer fasteners to mount the device (not Included). Fused black nylon finish. 1 1801 Key -in -Knob Cylinder: Supplied with CA205 trim; 6 pin brass, paracentric keyway. 3 Basic Feature 3000 Series Full Feature 3100 Series Basic Feature 3400 Series Full Feature 3500 Series 3300ST Series Basic Feature 3200 Series e re 3300 Series 330113301BF Series 3501/35018F Series 3320/3321/3321BF Series 3520/3521/3521 BF Series P3500ST Series Universal Design /Application Door Closers Revised: 12/86 Basic Feature Closers 3000 /3200 /3400 Series Closer Sizes: 2, 3, 4, 5 & 6 Without Spring Power Adjustment Full Feature Closers 3100/3300/3500 Series Closer Sizes: 2, 3, 4, 5 & 6 With 50% Spring Power Adjustment Multi -Size Full Feature Closers 3301/3501 Series Adjustable Sizes: 2 thru 6 3301 SF/3501 SF Series Adjustable Sizes: 1 thru 4 Holder/Stop Closers 3320/3520 Series Closer Sizes: 2, 3, 4, 5 & 6 3321/3521 Series Adjustable Sizes: 2 thru 6 3321 SF/3521 BF Series Adjustable Sizes: 1 thru 4 Slide Track Closers 3300ST /3500ST Series Closer Sizes: 4, 5 & 6 Hinge (Pull) Side Installation P3300ST /P3500ST Series Closer Sizes: 4, 5 & 6 Stop (Push) Side Installation For Accessory Brackets and Plates, see pages 10 -13 I I I Yale 3000 Series Door Closer General Information -Yale 3000 Series DoorClosers with all their variations.are universal in both design and application: Sized Closers They're available as sized closers, sizes 2, 3, 4, 5 or 6. For low traffic doors these closers are available with just basic features; for high traffic and other demanding installations, they're available as a full feature closer. These closers may be ordered without a cover, with a slim cover or with a full cover. For details, see pages 4 and 5. Multi - Size Closers Yale 3000 Series are also available as a multi -size closer; spring power adjusted to meet the needs of each individual door. These closers are available with a normal power range (sizes 2 thru 6) or with a barrier code power range (sizes 1 thru 4). Muiti -Size closers are standard with all of the hydraulic features of the full feature closer. These closers are standard with either a slim cover or a full cover. And standard non -hold -open and hold-open function closers are shipped with brackets for Trl -Pack installation. For details, see pages 6 and 7. Holder /Stops Yale 3000 Series Closers are available as holder /stops; positive hold -open and /or positive stop. Hold -open is selectable by thumbturn or hex -key. They're available with either the full- feature sized closer or with one of the two multi -size closers. Those controls are standard with either a slim cover or full cover. For details, see pages 8 and 9. Slide Track Closers Yale 3000 Series Closers are available with slide arm and track for installations where an aesthetic appearance is desirable. There is no arm or bracket projection, resulting In an Installation with sleek, tasteful lines. It Is also less obtrusive than other applications, thereby reducing the potential for vandalism. They're available with the full feature closers and are standard with either a slim cover or a full cover. They are also available with either selectable hold-open or non - hold -open function. For details, see pages 9A and 9B. In addition, a complete line of accessories are available to allow installation on most door and frame configurations. Yale 3000-2 Spring Power Adjustment Nut Pinion Shaft Backcheck Cushioning Aluminum Alloy Shell Regulating Valve Features in black are standard for all vonemasiso closers, features in blue are optional. mum. Delayed Action Closing Regulating Valve Piston & Rack Clasin? Speed Regulating Valve Standard Features All Closers Additional Features Non - Handed: installs on doors of either hand. Aluminum Alloy Shell: lightweight, with proven durability. Rack & Pinion Operation: assures smooth power transmission thru entire opening and closing cycles. Adjustable Closing Speed: independent regulating valve; hex -key operated. Adjustable Latch Speed: independent regulating valve; hex -key operated. • Non - Critical Valves: all control valves are non - critical; operated by a 1/8" hex -key. • Positive Alignment Main -Arm Broach: arm markings & pinion configuration help assure proper arm installation. Functions • Non-Hold-Open Arm: closer normally supplied non - hold -open. • Hold -Open Arm: with templating adjustable for 90° to 180° hold-open. • Fusible -Link Hold -Open Arm: handed; with templating adjustable for 90° to 180° hold-open; 125 °F(52 °C) melting point; order 3010F, 3110F, 3210F, 3310F, 3410F or 3510F, Latch Speed Regulating Valve • Adjustable Backcheck Cushioning: independent regulating valve; hex -key operated. Adjustable Delayed Action Closing: delays closing at any point beyond 70° of door opening; for handicapped or wheeled traffic; this feature is available instead of backcheck cushioning. • 50% Spring Power Adjustment: for sized full- feature closers power Is adjustable up to 50% over minimum closing force for each closer size. • Multi -Size Power Adjustment: for multi - size full feature closers the spring power Is adjustable through a range of closer sizes; normal power range...sizes 2 thru 8, 3301, 3501 Series; barrier code power range...sizes 1 thru 4, 3301BF, 3501BF Series. • Low Profile Arm: requires only 1" of ceiling clearance for regular arm and reduces the top rail requirement for parallel arm. Non- hold-open only. • No Cover: 3000 and 3100 Series only. • Slim Cover: molded; supplied with 3200, 3300, 3301, 3301BF Series. • Full Cover: molded, supplied with 3400, 3500, 3501, 3501BF Series. • Metal Full Cover: available in sprayed or plated finishes, suffix "M" to the List Number for 3400 or 3500 Series only. 1 Yale® 3300/3400 Series Strikes /Reinforcer (2 3.1 (88.0) (28.6 28.t3 (88,8) L 0 0 541 Standard All dimensions are in Inches (mm). 0 0 542 Optional Adapter Kits For Thick Doors (Up to 2 -1/2" thick) Kits Include longer connecting screws and longer connecting bars. 3300 Series #869A — Cylinder x Thumbtum and Cylinder x Blank Rose r1070A — Cylinder x Cylinder 3400 Series #889A — Cylinder x Thumbtur and Cylinder x Blank Rose #6708 — Cylinder x Cylinder 543 Optional Adapter Rings (3400 Series Only) Use 1 or 2 per lock depending on function. j) Ring No. 14 -3411 -1010 Is used for 1 -3/4" or thicker doors when the cross bore is 2-1/8". 0 Ring No, 14 -3411 -1012 Is used for 1.3/8" thick doors for either 1.5/8" or 2 -1/8" cross bore. Adapter Ring Kits (3300 Series Oniy) List No. 672 For 1-3/8" (35mm) Thick Door (Cylinder x Thumbtum), Place 2 rings between the wrench ring and door surface. Rings are NOT required on the thumbtum side of the door. List No. 674 For 1 -3/8" (35mm) Thick Door (Cylinder x Cylinder), Place 2 rings between the wrench ring and door surface on both sides of the door. List No. 675 For 1.3/4" (45mm) Thick Door with 2-1/8" (54mm) Crossbore. Place 1 ring, with lugs engaged Into crosabore, between the wrench ring and door surface. Rings are NOT required on the thumbtum side of the door. AUXILIARY BORED DEADBOLT COMPONENTS II. - . r �- • 1 f I /I t t Place P ring 1 lain rl and 1 stepped ring, ties with I engaged Into ( 111 t orassbors, between the wrench ring and door surface. Rings am NOT required on the thumbtum side of the door, List N0. 672/678 Combination For 1.3/8" (35mm) Thick Door with 2- 1/0" (54mm) Orossbore O 0 0 544 Optional Reinforcer for 842 (For Wood Frame utnished with 2 #10 x 3" Wood Screws) 1 standard Door Thickness 2.1/8" Cross Dora 345 Optional Thin r Thin Door 2.1/B" 1.8/8" Cross Bore CMS Bore 0 ,-4...... I ( � as, B Funoilon il3aoks9t ANSi Number Al56.5 Uat Number* Cylinder x Thumbtum 2.3/8" _ E2151 3311/3111 (A) (B) (0) (D) • 2-3/4" 3312/3412 (A) (B) (C) (D) +"m."' Cylinder x Cylinder 24/8" E2141 3321/3421 (A) (B. ). (C) p) 2-3/4" 3322/3422 (A) (B) (C) (D) _ M Cylinder x Blank Rose • 2.3/8" E2161 3331/3431 (A) (B) (C) (0) 2-3/4" _ 3332/3432 (A) (B) (C) (0) Blank Plate x Thumbtum 2.3/8" X181 3341/ — (AUB) SC) (D) I 24/4" 3342/ -- (A) (8) (0) (0) Blank Plate x Cylinder 2-3/8" 2.3/4" E2101 E2171 3351/3451(A) (B) (O (0) 3352/3452(A) (9) (C) ( 3361/3461(A) (B) (C) (0) Cylinder x School Thumbturn 2-3/8" 23/4" 3362/3462(A) (B) (0) ( - Yale® 8 3300/3400 Series Cylinder x Thumbturn: Deadbolt oper- ated by key outside, thumbtum inside, 3310/3410 Series, Outside Inside Blank Plate x Thumbturn: Deadbolt oper- ated by thumbtum inside only, 3340 Se- ries. 3300/3400 Series List Numbers =IP AUXILIARY BORED DEADBOLTS Outside Inside • Suffix the List Number with one of the Letters to order the front required. Inside Cylinder x Cylinder: Deadbolt operated by key outside, key inside, 3320/3420 Se- ries, Blank Plate x Cylinder: Deadbott oper- ated by key inside only, 3350/3450 Series. Outside melds Cylinder x Blank Rose: beadboit oper- ated by key outside only, 3330/3430 Se- ries, Cylinder x School Thumbturn: Deadbott operated by key outside, deadbott re- treated by thumbtum Inside, Thumbtum will not project deadboh, 3360/3460 Se. ries. Front Plate Suffix* Front Plats Size* A 2.1/4" x 1" B 2-1/4" x 1 -1/8" 0 2-1/4" x 1 x 1/4" R b 1" Diameter Round Yale° 3300/3400 Series Deadbolts pi 3300 series Non - Handed: Can be Installed on doors of either hand. Door: Simple bored -hole Installation, standard application 1-3/4" thick, square or beveled doors, Opening to or out. Kits available for doors up to 2-1/2" thick. Door Preparation; Can be installed on metal doors prepared to ANSi A115.13 Specifications. Cross Bore Wood boors: Standard - 1-5/8" diameter; Optional - 2.1/8" diame- ter (required No. 675 Adapter Ring Kit). Edge Bore: 1" diameter. Front Plate: See chart for details, recten- gular fronts adjustable from flat to 1/8" bevel. Brass or bronze material finished to match trim, * Suffix the List Number with one of the let- ters to order the front required. beedbolt:1" throw, 5 /8" wide x 3/4" high extruded brass with 3/8" diameter hard - enod armor pin to resist sawing. AUXILIARY BORED DEADBOLTS Deadboit Assembly: Features toggle ac- tion lever; bolt cannot be pried back when locked. Operates smoothly by key or thumbtum. Mechanism steel, zinc- plated and dichromated. Cylinder Wrepch Ring; Tapered to resist wrenching; rotates freely to eliminate twist• ing the cylinder out of the door. High den- sity, rust resistant alloy with brass or bronze scalp. Connecting Screws: High- tensile strength steel, phillips head. Nonremovable Connecting Screws: For added security on cylinder x cylinder and blank plate x cylinder functions, one way nonremovable screws are also supplied in addition to regular connecting screws. Blank Plate; Brass and bronze, part no. 14- 3342 - 0100. Thumbtur and Roee: Thumbtum, high density, rust resistant alloy plated, brass or bronze; rose, steel reinforced; List No, 17138. Blank Rose: Brass or bronze; steel rein- forced; List No 1713C, Strikes: #541 standard; #542, 543 or 545 available to order; finished to match trim, Strike Reinforce r: #544 for use with #542 strike available to order. Strike Boxes: Available to order. List No. 31S, stainless steel for #542 strike; List 340o Suites No.109, steal for #541 and #543 strikes. List No 202 for #545 strike. Finishes: Available in the following plated finishe8: US3, US4, USB, US10, US10S, US26, US26D, DY80, 0Z80 and 1946 (Simulated US320). Packaging: One daadbolt to a shelf box including strike, keys, screws and Installa- tion instructlons/template. Not available In Visual Pack Display packaging. 3300 Series Cylinder /Keying: Standard brass cylin• der(s), 8 pin tumbler, 5 pins active. Two RB8 keys x E1 R (PARA) section. Available Keyed Different or Keyed Alike. To special order available through GGMK keying. RN8 and RN11 keys available with all surety key sections. Cylinder Housing: Sintered steel with brass or bronze scalp. " 3400 Series Cylinder /Keying: Uses Interchangeable cores #1210 (6 pin), #1220 (7 pin). Avail- able to special order Keyed Different, Keyed Alike through GOMK keying. RN11 and RN117 keys available with all surety key sections. Cylinder Housing; High density, rust re- sistant alloy with brass or bronze scalp. 7 : VE:.KO OP— OVERALL PRODUCT, IN PLACE Aluminum punched with slotted holes for adjustment, #6 x Vs" cadmium plated sheet metal screws. r NEW: SIUeonSeal'" specify 303AS >< 303AV EXTR. ALUM. and vinyl bubble. 303DV BRONZE ANOD. ALUM. 303AS EXTR. ALUM. w/SfflconSeaI 306AV EXTR. ALUM. and vinyl bubble with fingers. 3060V BRONZE ANOD. ALUM. 309AW EXTR. ALUM, and pile. (Pile works well against a sliding surface) 309DW BRONZE ANOD. ALUM. POLYPROPYLENE SELF- ADHESIVE DOOR GASKET • T t 7LBu NOTE: 114 PF PS strip may be reversed to pro- vide wipe seal rather than compression seal as shown, The self - adhesive feature is for application between 50 °F -100 ° F 26 ® Pemko, Inc. DOOR GASKETING /SPECIAL PURPOSE 114PFPS Black, with pressure sensitive adhesive. All aluminum extrusions also available with gold (G) finish at extra cost. 294AV EXTR. ALUM. and long vinyl fingers. 294DV BRONZE ANOD. ALUM. NEW: SIIIconSeal'" specify 297AS 297AV EXTR. ALUM. and vinyl bubble. 297DV BRONZE ANOD. ALUM. 297AS EXTR. ALUM. w/SHlconSeaITM 1 — 316AV EXTR. ALUM, and vinyl. For narrow stops. Not necessary to miter corners. 316DV BRONZE ANOD. ALUM. NEW: SIIIconSeai'" specify 290AS 290AV EXTR. ALUM and vinyl for 1V2" stops, for use with CLOSER BRACKET 290DV BRONZE ANOD.ALUM 290AS EXTR. ALUM. +I w /SIIIconSeaP 293AW EXTR. ANOD. ALUM. and pile (2 part). 293AV EXTR. ANOD. ALUM. and vinyl bubble (2 part). (not shown) 2930 BRONZE ANOD, ALUM. 1 0 41 293AS EXTR. ANOD. ALUM. w /SIIIconSeaP" 293DS BRONZE ANOD. ALUM. 4 7 13 /32" ) C 7 /16" i 375AR 3758R 375DR 1 041 NOTE: Pemko's springbolt astragal for residential use is available and shown in the Pre -Hung Door Catalog Supplement. Product numbers are: 349A and 349AL. 0 i r Closed cell EPDM sponge neoprene. 3 /8" x 11/4" 1 EXTR. ANOD. ALUM. with closed cell sponge neoprene. EXTR. BRONZE (Brass) with closed cell sponge neoprene. BRONZE ANOD. ALUM. 68AR EXTR. ALUM and neoprene. 68DR BRONZE ANOD. ALUM. 308A EXTR. ALUM. d6 x cad. plated sheet metal screws. 308D BRONZE ANOD. ALUM. 1 1/ 352AR EXTR. ANODIZED ALUM. and sponge neoprene. Heavy duty astragal. 352DR BRONZE ANOD. ALUM. 2" 7 /16" r laws 0 e SillconSeaV' 588 SELF- ADHESIVE APPLICATION (order separately) 357A EXTR. ANODIZED ALUM. %s" x 2" , #10 x I" cad. plated SMS. 3570 BRONZE ANOD. ALUM. (357A & D AVAILABLE: 84', 96 ",120 ", only) X ~ " 357SP STEEL gray prime coat. 3(6" x 2 "; #14 x" cad. plate SMS. 357SC STEEL cad plate, Ye x 2 "; #14 x I" cad plated SMS. (357SP & SC AVAILABLE: 84 ", 96" only) " -20 machine screws and thru bolts available when specified at extra cost. SIIIconSeal'" )( 588 SELF - ADHESIVE APPLICATION • (order separately) (Available: 84" only) 359A EXTR. ALUM. Fastenings —nails or screws— extra. For light residential Installations. 359D BRONZE ANOD. ALUM. ® Pemko. Inc. NEW: SIIIeonSeai" specify 293AS 08730/P BuyLine f 293AW EXTR. ANODIZED ALUM. with pile (shown) 293AV EXTR. ANODIZED ALUM. with vinyl (not shown) /6 x 5 /e cad. plated sheet metal screws. Snap -on case covers screws. 293AS EXTR. ANOD. ALUM. w /SIIIconSeal'" 293DV BRONZE ANOD. ALUM. 309AW EXTR. ALUM. slotted with pile insert. /6 x cad. plate( sheet metal screws, 309DW BRONZE ANOD. ALUM. NE : SlliconSeai'" specify 303AS 303DV BRONZE ANOD. ALUM. 303AV EXTR. ALUM. slotted with vinyl Insert. /6 x 5 /e" cad. plat sheet metal screws. 303AS EXTR. ANOD. ALUM. w /SIIIconSeal'" 305AN EXTR.ALUM. with gray hypalon rubber cemented on. (Blac neoprene available when specified) 305DN BRONZE ANOD, ALUM. 30513N EXTR. BRONZE (Brass) with gray hypalon rubber cemerced #4 x 5 /e" cad. or brass plated sheet metal screws. Note: Strip punched on each flange alternately 6' between centers. with 355AS 0 / ALTERNATE ) up PILE j_ INSERT ] INSERT 3 /16" NEW: Sfflc specify 355AS 355AV EXTR. ANODIZED ALUM. with vinyl insert. 355DV BRONZE ANOD. ALUM. 35SAW EXTR. ANODIZED ALUM, with pile insert. 355AS EXTR. ANOD. ALUM. w /SIllconSearm #8 x I" FH cad. plated SMS. (Available: 84 ", 96" only) 3/4" (Available: 84 ", 96" only) 356AV EXTR. ALUM, with vinyl insert. #6 x cad. plated sheet metal screws. 356DV BRONZE ANOD. ALUM. 1 /0 PEMKO (full scale except as noted) OP— OVERALL PRODUCT, IN PLACE I-- �" o — �rrrwrran 6" 272A EXTRUDED ALUMINUM 273 - EXTR. BRONZE (brass) A" x 6" with259A or 1:12 concrete slope For PemKote skid & corrosion resistant surface, See Pg. 2 282A EXTRUDED ALUMINUM 282D BRONZE ANOD. ALUMINUM 282B EXTRUDED BRONZE (BRASS) 3 / . • olio 184A EXTR. ALUM. w/o vinyl 184AV EXTR. ALUM. w /vinyl 1848V EXTR. BRONZE w /vinyl 184AW or BW w /pile 184B EXTR. BRONZE w/o vinyl 274-4B EXTR. BRONZE (brass) 8" 274 EXTR. ALUM. 8" 274-40 BRONZE ANOD. ALUM. 8" irt FA For PemKote skid & corrosion resistant surface, See Pg: 2 HANDICAPPED RAMP THRESHOLD 166 - EXTR. AL 1/2 " ' ' 6" .o V a 10 cadmium plated or solid brass slotted or Phillips wood screws of appropriate length are furnished with all PEMKO thresholds and saddles. )Stainless steel screws where needed for corrosive envi- ronments are available at extra cost.) 116b - BRONZE ANOD. ALUM. 0 Pemko, Inc. HAGER. HAGER NO. DESCRIPTION BB1278 Full Mortise Standard Weight Ball Bearing One Leaf Tapped Specify Handing (cont'd) 1279 Full Mortise Standard Weight Plain Bearing HAGER HINGE COMPANY STOCK NET BOX CASE CASE SUGGESTED SIZE UNIT FINISH NUMBER PRICE QTY. QTY. WT. RETAIL 4" x 4" PR USP 17.90 1' 24 43 US10 19.10 11/2 24 43 LS 19.10 11/2 24 43 US26D 21.00 1 24 43 US3 23.70 11/2 24 43 US10A 23.70 1 24 43 US26 23.70 1 24 43 4W' x 4" USP 19.10 1% 24 55 US10 20.00 1 24 65 LS 20.00 11/2 24 55 US26D 22.50 1' 24 55 US3 25.40 11/2 24 55 US10A 25.40 11/2 24 55 US26 25.40 1 24 55 4 x 41/2" USP 19.10 1 24 55 US10 20.00 1% 24 55 LS 20.00 1 24 55 US26D 22.50 11/2 24 55 US3 25.40 1 24 55 US10A 25.40 11/2 24 55 (B) US26 25.40 11/2 24 55 2" x 2" PR US4 2.40 5 100 32 USP 2.40 5 100 32 US10 3.60 5 100 32 LS . 3.60 5 100 32 US26D 6.10 5 100 32 US3 7.30 5 100 32 US10A 7.30 5 100 32 US26 7.30 5 100 32 US2HXBP 8.10 5 100 32 21/2" x 2 US4 3.00 5 100 34 USP 3.00 5 100 34 US10 4.20 . 5 100 34 LS 4.20 5 100 34 US26D 6.50 5 100 34 US3 7,80 5 100 34 US10A 7.80 5 100 34 US26 7.80 5 100 34 US2HXBP 8,50 5 100 34 3" x 3" US4 3.00 1 50 37 USP 3.00 1 50 37 US10 4.20 1 50 37 LS 4.20 1 50 37 US26D 8.60 1 60 37 US3 7.80 1 50 37 US10A 7.80 .1 50 37 US26 7.80 11 50 37 US2HXBP 8.50 1 50 37 31/2" x 3 4" x 4" 1.154 3.20 1 . 50 66 USP 3.20 1 50 66 US10 4.40 1 50 66 LS 4.40 1 . 50 66 US26D 6.70 1 60 66 US3 7.90 1 50 66 US10A 7.90 1 50 66 US26 7.90 1 50 66 US2HXBP 8.70 1 50 66 US4 4.60. 1Y2 24 43 USP 4.60 11/2 24 43 US10 5.30 1 Y2 24 43 LS 6.30 1' 24 43 US26D 7.30 1Y2 24 43 US3 .8.50 1% 24 43 US10A 8.50 11 24 43 US26 8.50 11/2 24 43 (B) US2HXBP 9.30 1' 24 43 -- 29 - For popular items. specify "Ship 24" on your order to Insure the fastest possible shipment. BUILDERS HARDWARE r ..a Filler Bar Inactive Door Meese Trigger No. 600 Series Stop - Applied Coordinators Active Door Floid Open Lever Ara ". The 600 Coordinator arid Filler are shown '• mounted on the head stop' and painted to match the frame, The maximum projection of the hold open lever and trigger is only 1.1/8',.. ',. 'thus the and Filler are virtually'': Invisible and appear to bean integral part of • the frame opening. •` • ' ` • • r • Door strikes we supplied for both active door ' hold open lever and Inactive door • released • trigger, .. . • Wed PATENT NOS, 3822506 9895461 TEL: 206 -281 -3747 NO. 600 SERIES 1 No. 600 Mechanism Housing Door Controls International designed and patented the original stop-to -stop applied coordinating device which pro- vides a smooth, quiet, Invisible, and tamper -proof means of controlling the closing se• quence of active and Inactive doors. The 600 Series Coordinators are widely used to control dos- The active door shown In the photo above Is held open by the coordinator hold open lever. The Inactive door Is in Its closing cycle. When the Inactive door depresses the coordinator trig- ger, the hold open lever is released, permitting the active door to close and No. 100 Carry Open Bar is supplied with the No. 600 Coordinator when the inactive door is equipped with hard- ware that permits it to open before the active door, The Carry Bar Is not used when Inactive door is equipped with flush bolts. Apr 23,91 13:40 No.035 P.18 ing cycles of active doors equipped with or without astragals or rebbetted door edges, and Inactive doors equipped with vertical rod exit devices or automatic and self - latching flush bolts. No. 600 Coordinators are UL Listed, No. 810849; conform to ANSI /BHMA Standard 156.3 1989, Type 21. Cycle tested (100,000) under UL supervi- sion. latch after the inactive door. An adjustable shock absorption spring located in the hold open lever allows the lever to release the active door if abnormal forces are applied to it while in the 'held open' position, (Hinges or Offset Number" Pivots) — - • Door Widths, Inches, Incl. Description Bronze Steel 885A 885E 8650 885D 885E 865P 1865A 18859 18850 1685D 1865E 188SF 17 to 19gs 20 to 23 24 to 291/4 80 to 3544 96 to 411ls 42 to 48 Surface Three -Way Friction Holder By means of an original method of applying frj1ctlon, all three Inner surfaces of the track are utilized. This provides more than twice the frictional area found in similar devices, assures increased life of all frictional parts and eliminates the necessity for frequent adjustment. 765A 7659 7650 765D 785E 705P 1765A 17859 1763C 1765D 1765E 3765F 17 to 19t/s 20 to 231/e 24 to 291/s 30 to 351/s 36 to 41t /s 42 to 48 Surface Free -Actin Holder S Same as 8e5 series, but has an extruded brass slide and a fixed holding mechanism which engages and releases automatically. Large holding surfaces provide long service life. Holding parts era hardened against wear. 775A 77613 ' 775C 775D 778E 775F • 1775A 177511 1775C • • 75E 1775P 17 to 191/2 20 to 231!1 24 to 29th 30 to 35g s 38 to 41 /s 42 to 48 Surface Doer Stay Same as 785 series, but has no friction control or fixed holding mechanism. BUILDERS HARDWARE TEL: 206 - 281 -3747 . Apr 23,91 13:40 No.035 P.17 865, 1865 Series—Friction And Free- Acting Surface Type -- Reversible Designed for use on single acting light and medium - . weight Interior doors. Surface applied, these holders • have spring shock absorber with rubber block. Door Thickness: Sex nuts and through bolts available for 1 /o in., 1 in. and 2 in. doors. Specify door thickness if other than 11/4 in. Specify: Number, thickness of door (if other than 1s /4 in.), whether wood or metal doors and frames and finish, • '' Regularly furnished with through bolts and long shank sex nuts. Track: Extruded architectural bronze on 865 series, durable high- strength steel on 1805 series; 7 /s in, wide x s/4 in. deep x l(' in. thick, Projection; 'r /e in, Arm: lfard -drawn hrnss on 8(15 series, durable high - strength steel on 1865 series. lamb Brackett 3 in, x I in, x 15e In. Brass on 866 series, 3 in. x 1 3is in. x 1 /e in. steel on 1865, 1765, 1775 series, Machine screws regularly furnished, wood screws when ordered. All screws are Phillip / Nos, 865,1865 :---= -=-mss- � - Nos. 765, 1765 Triple -Grip Friction Slide Hold -Open Feature 565 series Conforms to Federal Specification 1165. ° Also syllable with angle bracket for mounting holder on flush frames or tranaam panels, prefix T to number when ordering. I.e T1565A, eta. Of bracket only le required, specify No, 417F67,) BUILDERS HARDWARE The MARATI•IO A complete family of loug distance features at a competitive price. Standard Ventures Include: • Universal --Not handed, • Rugged, cast iron alloy case. • Full rack and pinion. • Hardened stool spindle. • Music wino springs. • "O" ring -type oil seals, • Needle roller bearings, 390E Series: • Full feature floor closer. • Multi -sized for virtually all applica- tions, adjustable spring power, sizes 1 through 0. • Adjustable backcheck feature regularly furnished. • Optional hold-open. • Streamline style cover furnished standard or Full "K" cover optional. • Size one opening force conforms to generally accepted handicapped code requirements. • UL Listed, 290E Series: • Streamline style cover furnished standard or Full "K" cover optional. • Mix and match with 390E sortes for virtually any Job application, • Optional hold -open. • Optional backcheck. 190E Series: • Full "K" cover optional, • Optional hold•open. • Two (2) year Limited Warranty. `Marathon' la a trailmnoiic of Corbin Division, En1harli TEL: 206 - 281 -3747 • High lubricity, low pow' point checking fluid, • Parallel arm, top Jamb or regular mounting with ONE closer. • 15% power adjustment with non hold -open power arm bracket. • Tested to ANSI 156.4, Grade 1. uairloa, inc. ti. Apr 23,91 13:40 No.035 P.10 Shown with Regular Cover, also available with Full "K" Cover as shown with 390E Series. 90E Series: oar closers. The MARATHON" series offers a now breed of quality with a full range of • Forged steel arms, • Completely manufactured in U.S.A. • Five (5) year limited warranty, • Available with Backcheck feature '- which takes effect at 70° on Regular and 140° on Parallel Arm closers. Prefix "BC" to number, Shown with Full "K" Cover, she available with Regular Cover as shown with 290E Series, Features Available 390E Series 290E Series 190E Series Hole -Open, Suffix "H" X X X Parallel Arm, Prefix "P" X X X Jamb Mounting' X X X Sack Check, Prefix "BC "t Reg. Furnished X Full Cover, Prefix "K" X X Non- Sized, Ad justable in Field X Spring Power Adjustable X Sizes Available 1 to C 2 to 5 2 to 5 BUILDERS HARDWARE lloor Mounting Door - Mounded On Pull Side • Parallel Ann Closer Parallel Ann CIrner lviou»tod On Push Side Top -jamb Mounting' Jamb- Mounted On Push Side TEL: 206 -281 -3747 Apr 23,91 13:40 No.035 P.11 1. ' Type Hold -Open Non Hold -Open Hold -Open Type Hold -Open Non Hold -Open Hold -Open Type Hold -Open Non Hold -Open Hold -Open 1 Closer Number 292E to 205E or 192E to 195E 292E11 to 295F.H or 192EH to 195EH Closer Number P292E to P295E or P192E to P195E P292E11 to P295Et1 or P192EH to P195EH Closer Number 1292E to 1296E or J192E to 1195E J292EH to J295EH or J192EH to J195EH • When Top -Iamb closers are ordered,sxtended length arms (540F11 non hold•open, 54OF13 hold -open) will be furnished to accommodate Reveal, up to 3Y". t 8ackeheck Inkes affect at 70 on Regular Closets and 140 on Parallel Arm Closers, !:1 iy BUILDERS HARDWARE TEL: 206 -281 -3747 • Rim Type Universal. - -Not handed Material: 'Horizontal push bar of wrought steel channels, Latch bolts of nickel steel. Nylon bonrings, Stainless steel springs. U.L. Listed for safety: See page 124, Hr, labeled doors: Available for use on 1 /2 hour lHhelnd wond face, wood core and mineral core fire doors, Prefix "LA" to number when ordering, i.e., LA29, etc. Furnished less dogging and with steel sax nuts and bolts, Standard Devices: Device may be cut down in field to suit various door widths as listed in Chart below. Standard Width Door Range, In, — 30 in. (2 ft. 6 In,) 3U to 2R " In, (3 ft. 0 in.) 30 to 32 42 in. (3 ft, 6 in.) 42 to 36 48 in, (4 ft. 0 in.) 46 to 44 "Regularly furnished, unless otherwise ordered. Cylinder; No. 5211 for functions 29 x 2P, 29 x 2PL and 50400 -5 for function 29 x 2K. Mullion: No. 1588 (formerly 0567), Soo page 119. Pair of Doors: A pair of vertical rod devices can be used on pair of prepped or non - propped, A vertical rod device and 4 low profile rim device can only be used on pair of non - prepped doors only. Strike 416F35 must be used on inactive door. Latch Bolt: 'V10 in. throw. Pullman type with deadlocking lath:, Finishes: SBL, Silver Aluminum Lacquer (Cylinder & Strike US26D, unless otherwise specified); DBL, Dull Bronze Lacquer (Cylinder & Strike USIO, unless otherwise specified); LBL Bronze Enamel (Cyl• inder & Strike US10B, unless otherwise specified). Strike: No, 386F466, Surface Application for single doors. (For pair doors with astragal on active door, specify strike 416F35), Minimum Width of Stile: 43 in. for 29 x 2K, 4'V,e in, for all others, (Add V4 in. to figures wheri used with mullion) Dogging Device: Single point V/ turn dogging is regularly furnished, °Latches and Face Plato will be USZeD finish at all times, Outside Trim (All trim will cover 161 cylindrical lock prep — ANSI A115,2 and A115.3) Extruded Aluminum 6x3vVxV4 in. rch No. 2P+ No. DTPt No, 2PLt tCompleio Trim Peck, including cylinder on 2P, ZPf, and 2K. Steel 4x3VixVeln. Inside Operation: fly slight pressure on any point of the cross bar at all times, On 29 x 21 and 29 x 2PL key bow is shown in vertical position for pictorial reasons only. For actual operation, key bow will be horizontal position. "Fortune 29" is a Corbin trademark, No. DTPLt Apr 23,91 13:40 No.035 P.12 No, 29 x 2P Outside by key and pull. No. 29 x 2K Outside by knob except when locked by key, No. 29 x 2PL Outside by key only. No. 2Kt Knob Trim 463 21/4 in. dia. Knob and 2'/, In. dia. Rose. r~ W TEL: 206- 281 -3747 Apr 23,91 13:40 No.035 P.13 852 Continental Cast brass or bronze, Door Thickness: Regularly furnished for 1 in. to 2 In. doors only, Specify thickness. See page 14 for trim component numbers. Cylinder Nos. for 852 only: 6400V —all functions except 429, 5400T -429 function only. 863 Global ► ca or stainless stool, Knobs: Heavy cold forged .100 reinforced (.050 shell x .050 liner). 864 Global Brass, bronze or stainless steel. Knobs: Heavy cold forged .100 reinforced (.050 shell x .050 liner). 868 Global Brass, bronze or stainless steel. Knobs: Heavy cold forged .100 reinforced (.050 shell x .050 liner). Roses: Wrought .100 reinforced (.035 shelf x .085 liner). Door Thickness: Regularly furnished for 1 /e in. to 2 in. doors. Also available for doors over 2 in, to 2 in. Specify thickness. See page 14 for trim component numbers. Roses: Wrought .100 reinforced (.035 shell x .065 liner). Door Thickness: Regularly furnished for fah in. to 2 in. doors. Also available for doors over 2 in. to 2 int Specify thickness, See page 14 for trim component numbers. Roses: 3 in. x 3 in., wrought .100 reinforced (.035 shell x .085 liner). Door Thickness: Regularly furnished for Ws In. to 2 in, doors, Also available for doors over 2 in. to 2' /s in. Specify thickness, See page 14 for trim component numbers. ( BUILDERS HARDWARE INSIDE OUTSIDE • •t. — r" OUr2tnt. (NON Alwnv$ LOCKED nni 55 00 rri•. �.� In Snu7 OLI..., of TEL: 206- 281 -3747 . Apr 23,91 13:40 No.035 P.14 assfige or Closet Latch Meets ANSI P75, Grade I Conforms to Federal Specification 16174 420 Privacy Lock Moots ANSI P78, Grade 1 Conforms to Fatlkral SpecIficalion 761E 420Y Privacy Lock Monts ANSI F70, Grade 1 Conforms to Federal Specification 161L 429 Hotel Room Lock 432 Institution Lock x 2' /1 In. at:a. Instruction decal sup- plied for `o, 429 hotol lock when ordered. For atluching to !nettle of hotel room door above lookset for Instruction of caste In thn use of ineldo locking mechanism. Meets ANSI Fe3, Grade S Conforms to Federal Specification 1A1H Merle ANSI Fez, grade 1 Conforms to Federal Specification 101w 441 Patio or Privacy Lock Meals ANSI F77, Cade 1 Conforms to Fedarul Specification 101P 451 Entrance or Office Lock Meets ANS! FM, Credo 1 Conforms to Federal Speclbcallon 101A Latch bolt by knob either side. Latch bolt by knob either side EXCEPT when Push Button inside locks outside knob. Push Button released by turning inside knob or closing door. EMERGENCY RELEASE: Push Button also released by turning emergency release through hole In outside knob by means of emergency key 1 -4574, or similar instrument, such as a screwdriver. Latch bolt by knob either side EXCEPT when Push Button inside locks outside knob, Push Button released by turning Inside knob or closing door, Etaft0ENCY RELEASE: Push Button also released by turning slotted button in outside knob by means of emergency key 1- 4574, a coin or other flat object. Latch bolt by knob Inside or key outside, Outside knob always RIGID, Push Button shuts out all keys except emergency key and projects Occupancy Indicator in face of cylinder. Push Button released by turning inside knob or closing door UNLESS Push Button has been fixed in locked position by special Spanner Key furnished. SHUT -OUT FEATURE: When Push Button Is fixed by Spanner Kay, lock is operable only by Emergency or Display Key. Dead locking latch. Latch bolt by key either aide. Both knobs always RIGID. Dead locking latch, Latch bolt by knob either side EXCEPT when Push Button locks outside knob, Push Button released by turning inside knob or dosing door. Dead locking latch. Lalt,it b by LIuL citlm& aid EXCEPT when Turn Button locks outside knob. Key outside retracts latch bolt. Deed locking latch. BUILDERS HARDWARE TEL: 206- 281 -3747 Apr 23, 91 13:40 No .035 P.15 363 Global Brass, ronze or stainless steal. Knobs: Cold Forged reinforced. Roses: Wrought reinforced. 365 Pierce Brass, bronze or stainless steel. Knobs: Cold Forged reinforced, Roses: Wrought reinforced, 367 Monterey Brass, bronze or stainless steel. Knobs: Cold Forged reinforced. Roses: Wrought reinforced. Nat' ,� WAIL 111 ri" (0.;;0410 INSIL)E • � .. . . • OUTSIDE I• 6610 Passage A1.411 ANSI F15, Grndr, Z Latch bolt by knob either side, I 0011/ CorutnunlcetIng or Exit Latch bolt by knob outside only. No inside operation —blank rose Inside. Dead locking latch. 10 :n, 'r • m ,----8-62017 ~ Privacy or Bathroom Latch bolt by knob either side EXCEPT when Push Sutton Inside 1oc:ka outside knob. Push Button released by turning inside knob or closing door. EMERGENCY RELEASE: Push Button also released by turning slotted button In outside knob by means of emergency key 1 -4574, a coin or other flat object. .,—___-,_ Mrrtr ANSI F75, Grad, t ., d 6629 Motel or Hotel Mrru ANSI 193, Grid 2 Latch bolt by knob inside or key outside. Outside knob RIGID. Push Hutton shuts nut all keys except emergency key and projects Occupancy indicator in face of cylinder. Push Button released by turning Inside knob or closing door UNLESS Push Button has boon fixed in locked position by special Spanner Key.furnlshud, Dead locking hitch. . SHUT•UU'f' FEATURE: When Push Button is fixed by Spanner Key, lock Is operable only by Emergency or Dlspluy Key. e iliti ISO 6641 Patio Mrru ANSI 1'72, Crrdr 2 Latch bolt by knob either side EXCEPT when Push Button locks outside knob, Push Button released by turning inside knob or closing door. Dead locking latch, 411t� �$' � 6651 Entrance or Office Lock M.str ANSI Fe1, Grad■ 2 Latchbolt by knob either side, EXCEPT when turnbuttnn lock outside knob. PUSHING TURNBUTTON IN —Locks outside knob requiring use of key outside to unlock. Turning Inside knob unlocks outside knob. PUSHING IN AND TURNING BUTTON —Locks outside knob requiting utside at knob button is inside turned DOES top unlocked position. Inside knob always free. Dead locking late f 9 Wets ANSI F04, CwI4 2 Latch bolt by knob either side EXCEPT when outside knob is locked by key. Dead locking latch. - 0 1)1()) 6657 Storeroom Meal, ANSI Fib. Grads 2 . Latch bolt by knob inside only. Outside knob RIGID. Key outside retracts latch bolt. Dead locking latch. 111111110 �' l• 1 6688 Institution MwIs ANSI 391, Cade 2 Latch bolt by key ohhet side EXCEPT when key either side locks both knobs, Dead locking latch. 7 ' M l D6614 Half Dummy Trim No operation. Trim acts as door pull only. BUILDERS HARDWARE TEL: 206 - 281 -3747 Apr 23,91 13 :40 No.035 P.16 e h. BUILDERS HARDWARE Stainless Steel Brass, Bronze, Alumlnu ...,•!;!; • ARMOR PLATE ARMOR PLATES: Protect lower hall of doors from abuse by trucks, carts and rough usage. Usual heights 36', 40", 42* by door width with allowance for stops, etc, KICK PLATES: Protect bottom of doors from scuffing, Recommended for all doors subject to normal use. Usual heights 6", 8', 10' and 12' by door width with allowance for stops, etc. MOP PLATES: Protect bottom of doors subject to • cleaning and mopping procedures, Applied to pull side of door. Usual heights 4' or 6'. STRETCHER PLATES: Protect doors at specific areas where concentrated contact is made by stretchers, service carts or other equipment. Usual height 6'. TEL: 206-281-374? Apr 23 ,91 1340 No .035 P.05 n Li LI L. •■• r Plastic :2 7 4 MOP PLATE BEVELING: All edges beveled as standard. PACKAGING: Individually wrapped, FASTENING; Screw holes are located 3/8' In from edges, approximately 6' on centers. Plates are nel made to template, , • • 1 STRETCHER PLATE WEIGHTS: (approx,) per hundred square inches. Stainless ,051 — 1.4 lbs. 1.0 lbs. Stainless .064 — 1.75 lbs, Stainless .037 Aluminum (.050) — .5 lbs. Aluminum (064) -- .65 lbs. Brass & Bronze .050 — 1,4 lbs, Brass & Bronze i.064 — 1.75 lbs. Plastic — (1/8') --.5 lbs. 15 BUILDERS HARDWARE 20 rif eght 1' Base Height —5/32" Fasteners — Combo pkg. R -3 Height - 3/8" Riser for use with F8061X F8064X Overall Height-1 ' Base Height — 5/32' Fasteners -- Combo pkg. TEL: 206 -281 -3747 F8063X Overall Height = -13/8' Base Height —1/2' Fasteners — Combo pkg. DOME STOP RISERS R -1 and R--2 R -1 Height , 3/4' R -2 Height • 5/8" Fasteners — Combo pkg. For use with F8061X Provides clearance under base of dome stop to allow for carpet and pad, Furnished with suitable fastenings. Mill finish only. C ombo Pkg. • X Consists of Wood Screw and Anchor Machine Screw and Anchor Apr 23,91 13 :40 No.035 P.06 F8064- Overall Yet - - 13/8' Base h — ' soHei g t 1/2 Fasteners Combo pkg. Brass, Bronze or Aluminum F8065X Overall Height — 1 5/8' Base Height — 3/4' Fasteners — Combo pkg. R -1 Aluminum R-2 Aluminum BUILDERS HARDWARE I U 12 57•N 57•N Plate Sizes — A Grip C to C — 5" 1616 Plate Sizes — Grip C to C — 5 112" 1618 (with 8° grip) 47 x 62 Plate Sizes — . E Grip C to C 5' WRPOGFIT.PULL PLATES 47 x 2901 Plate Sizes -IQ) E Grip C to C 0' x 3/4° dia. 47 x 2903 Plate Sizes — 0 E Grip C to C 8' x 3/4hclia. TEL: 206-281-3747 Apr 23,91 13:40 No.035 P.07 47 x 256-1 . !. , :;i 47 x 255-2 47 x 26-1 Plate Sizes D E Grip C to C — 6° 47 x 255-2 Plate Sizes D E Grip C to C 8' Wrought, Brass, Bronze, Aluminum, Stainless Steel 1616 1618 47 x 62 606 608 606 Plate Sizes —13 E Grip C to C — 6' 608 (with 8" grip) Available Sizes 3' x 12' 3° x 15° Prefix Size D 3 1/2 15° F 6' x 16° G 8' x 161 riri ° Pipril BUILDERS HARDWARE 14 L...I WROUGHT PUSH PLATES EXTRUDED PUSH PLATES 1/8" Brass, Bronze, Aluminum or Stainless Steel 47RC Round corners 5035ENG Beveled top and bottom Engraved Sizes --A D E F G TEL: 206 - 281 -3747 Apr 23,91 13:40 No.035 P.08 PUSH . : PLATES 5035 Beveled top and bottom Sizes A a E F 6 Brass, Bronze, Aluminum, Stainless Steel, Plastic 47FR ?:. 67 –BS Beveled edges r Fully rounded '`! Size 3 1/2" x 15" only Sizes ; ; ' `'' top and bottom � ' Projection — 7/32" PLASTIC 7/32" 282 118 plastic Beveled 4 sides Sizes --- E 6 Colors or Clear (See color chart under Available Sizes Kick Plates) 49 Size G CAST PUSH PLATES Brass, Bronze or Aluminum 69 Sizes — 0 E iection -=1/4" BUILDERS HARDWARE TEL: 206- 281 -3747 a llUFFI : WB08X — Fasteners: Wood screw, anchor & pin Diameter — 1' Projection — 9/16` Convex gray rubber NEW Combo package = (X) Wood screw and anchor 16 W9X — (Cast) Combo pkg. W12X -- (Wrought) Combo pkg. Diameter — 2 3/8" Projection —1' convex gray rubber Stor-pak — 25 per pack Machine screw and anchor Toggler DOOR SILENCER W 07 Gray rubber: For metal frames DOOR SILENCER W 06 Gray rubber: For wood frames Cast Brass, Bronze or Aluminum, Wrought Brass, Bronze, Aluminum or Stainless Steel ast) Combo pkg. WC12X -- (Wrought) Combo pkg. Diameter — 2 3/8" Projection — 1' concave gray rubber Stor -pak --- 25 per pack Apr 2391 13:40 No .035 P.09 Concave - with Self- Adhesive Back WC 10 Gray WC 11 Ivory WC 13 Brown Diameter --1 7/8" Projection — 11/16' Stor-pak ---100 per pack BUILDERS HARDWARE Locksel Function: 5401/5501 Passage or Closet Latch • For doors that do not require locking, • Either knob operates latchbolt at all times. f ) Outside Inside Yale 5400/5500 - 14 TEL: 206 - 281 - 3747 5402/5502 Privacy Bedroom or Bath Lock • For lavatory or other privacy doors. • Either knob operates latch bolt unless outside knob is locked by pushbutton inside. • Button automatically releases when inside knob is turned or door is closed. • A coin inserted and turned in emergency slot will unlock door from outside. • inside knob always active. MItiletsr ' :11:;441 vr;.ar... Outside Rigid Knob Plain Knob Inside 5405/5505 Storeroom or Closet Look • For use on storeroom, utility, exit ' doors. • Deadlocking latchbolt, • Latchbolt operated by knob inside, key In outside knob. • Outside knob always rigid. • Inside knob always active, Rpr 23,91 14:07 No.040 P.18 5403/6503 Patio or Privacy Lock • For exit doors with limited entry. • Deadlocking latchbolt, • Either knob operates latchbolt unless outside knob is locked by pushbutton inside. • Button automatically releases when inside knob is turned or door is closed. • Inside knob always active, Outside Inside Outside Inside 5406/5506 Service Station Lock • Deadlocking latchbolt. • Either knob operates latchbolt. • Pushbutton locks outside knob. • Pushbutton automatically releases when inside knob is turned, door is closed or key is rotated In outside knob (except when slotted pushbutton is rotated 90 clockwise to retain outside knob in lock position), • Lock opened by key in outside knob. Inside knob always active. Cylinder Knob 254" vL • L M6" I---- — 2 II 2 / f )ii 2i,,, 2%e' 2•9118" I 2.114" . BUILDERS HARDWARE Design Litchfield LF LF Knob: Heavy cold forged reinforced. CO Rose; Heavy cold forged reinforced . Material; Brass, Bronze, Stainless Steel. Litchwood LW LF Knob; Heavy cold forged reinforced, LW Rose; Heavy cold forged reinforced. Material; Brass, Bronze, Stainless Steel. Mayfair MF LF Knob: Heavy cold forged reinforced, MF (Rose: Heavy cold forged reinforced, Material: Brass, Bronze, Stainless Steel, Carolina CA CA Knob: Heavy cold forged, reinforced. CO Bose: Heavy cold forged, reinforced. Material: grass, Bronze, Stainless Steel, Yale 5400 /5500 • a TEL: 206 - 281 -3747 , Apr 2391 14:07 No.040 P.17 BUILDERS HARDWARE Yale 5400/5500 Series Heavy Duty Cylindrical locksets have been designed and built to conform to recognized standards and specifica- tions. ANSI Standards Yale 5400 Series Locksets conform to ANSI Spec A158.2, Series 4000, Grade 1, and can be installed on doora prepared to ANSI Specs A115.2 which covers Hollow Motel Doors and Frames for cylindrical locksets. ANSI A117.1 This specification calls for doors to dangerous areas to be identifiable to the touch for blind parsons, To meet this requirement, the following trim designs are available with knurled knobs. In addition, all knobs are available with an abrasive coating. 540015500 Series Trim Design: Greenfield (OF), Greenwood (GW) and Rosemont (RM) Trim Designs are available with the Greenfield (GF) Knob knurled, As standard, only the outside knob will be knurled or abrasive coated unless specified otherwise. To order a complete tockset with a knurled or abrasive coated knob, suffix the Lockset List Number with either "Knurled" or "Abrasive Coated ", t.e. GF5407 x "Knurled ", 0F5407 x "Abrasive Coated ", GF6407 x "Knurled Inside" or GF5407 "Abrasive Coated inside ". 5500 Series Greenfield Knob: 0F450, GF550, etC. Trim Designs: Greenfield (GF), Greenwood (OW) and Rosemont (RM). Typical Knurled Knob. OF 450K Knob Shown Underwriters' Laboratories Listings 6400 and 5500 Series Locksets have been listed by Underwriters' Labora- tories, Inc, for use on fire doors having a rating up to and including 3 hours. These locksets are available with 1 /: ", %", or 3 /4" throw latch bolts for use in all classes of locations when applied to hollow - metal, metai.clad (Kalamein), composite (with steel and other cover- ings) and sheet -metal type fire doors, In general, these locksets with 1 /2" throw latchboits are intended for use on single -swing doors not exceeding FEDERAL SPECIFICATIONS TEL: 206 - 281 - 3747.. Apr 23,91 14:07 No.040 P.16 Specilicalions 4 feet in width and 8 feet in height. Locksets with W, 3/4°, or 34" throw latchboits are intended for use on the active door of doors mounted in pairs not exceeding 8 feet in either dimen- sion. it is advisable to check local code authorities, the "Building Materials Directory" published by UL, and the door manufacturer for specific hard- ware requirements. Underwriters' Laboratories does not list locks with rabbeted fronts or hold back feature on the latchbolt, Qerr.1M11A11 rARarsPSaI +P .V , r r�.�.+aeyt� awn► -*+e � -s+uy Yale 5400 and 6600 Series Heavy.Duty Locksets conform to Federal Specification FF -H- 00106b, (GSA -FSS) Type 16I. YALE LOCK FUNCTIONS COMPARED TO FEDERAL SPECIFICATION TYPE NUMBERS AND ANSI FUNCTION NUMBERS Yale 'Fed. Spec. ANSI Lockset Type Number Function Numbers FF-H-00106b Number 540115501 540215502 540315503 5405/5505 5406/5506 6407/5507 6408/5508 540915509 6417/6517 541915519 6420/6620 5421/6521 5424/6524 5430/5530 161N 161L 181P 181D 161E 161A 161R 101NX 161C 161G 181 H 161F & 1615 None 101W F76 F70 F F92 FB1 /F82 F84 P89 P88 F93 F80 F85 F87 ' Samples on file with Veterans Administration, Washington, O.C. Passage or Closet Latch Privacy, Bedroom or Bath Lock Patio or Privacy Lock Store Room or Closet Lock Service Station Lock Entrance or Store Room Lock Classroom Lock Exit Latch Apartment, Exit or Public Toilet Lock Store Door Lock Hotel Guest Room, Club House, Dor- mitory or Apartment Entrance Lock Communicating Lock Classroom or Hospital Lock Utility, Asylum or Institutional Lock ANSI Application Description Yale 5400/6500. 5 Construc ( Feaures BUILDERS HARDWARE All knobs, roses and other exposed parts are brass, bronze, or stainless steel In specified designs or finishes. The 5400 Lockset mechanism Is con- structed of heavy gauge cold rolled steel; all parts are zinc - plated and dichromated to assure maximum pro - tection from rust or corrosion, Recom- mended for use under normal climatic and environmental conditions. The 5500 Lockset mechanism is con- structed of heavy -gauge stainless steel throughout. Recommended for Installations subject to highly corro- Yale 5400/5500 • 4 TEL: 206 281 - 3747 sive environment or facilities requiring non-magnetic qualities. Guardbolt Deadlocks latchbolt automatically. Impossible to depress latchbolt when door Is closed. Furnished in functions listed. Front Plate Wrought brass, bronze or stainless stool. Standard bevel + /o' in 2 ". Flat, full radlused, or rabbeted to order. Knob Wide variety of designs fulfills most decorative requirements. All knobs are forged and reinforced or solid. Apr 23, 91 14:07 No .040 P.15 Combination Screws regularly supplied. Lead Shielded Locksets Available to reduce emission of harm- ful rays through the door. Two 14 thick lead backup washers under each rose. Lead plug inserts are supplied in the knob spindles where lockset function permits, For maximum protection, plain knob operation is recommended on at least one side and preferably on both sides. To order, specify "Lead Shielded ", Latch Case Latchbolt Button Trim Cap Locking "O "Ring Cylindrical Case Sleeve Latch Retractor Front Plate Guardbolt Retainer Door Thickness Scale Scale Ring 't Outside Knob Rose 8r8s5 Cylinder BUILDERS HARDWARE Self•aligning... simple to apply. Yale 5400 and 5500 Series Heavy -Duty Key -in -knob Locksets . , , virtually the finest cylindrical lock mechanisms available today, Designed for unlimited use In the industrial, commercial and Institutional communities. pugged construction. Built -in dependability and security. Superbly engineered TEL: 206 - 281 - 3747 mechanisms and skillfully selected materials contribute to long, dependable service. To simplify architectural specifica- tions and installation, all locks in all functions are uniform In size. Self - aligning, and simple to apply, this lockset can substantially reduce the cost of installation. Yale pin tum- bler cylinders offer a wide range of keying and control. Locksets are fac- Apr 23,91 14 :07 No.040 P.14 Heavy -duty Cylindrical Locksets tory assembled complete with any of the trim designs shown, Distinction and beauty are vitally important to the decorative scheme in all types of structures, Yale's strikingly beautiful designs pro- vide numerous combinations that fulfill all decorative requirements, harmonizing perfectly with today's distinctive styling. 11111111111111111116 Vila &/M /rain _ Function Beckeet ANSI Al • List Number' Cylinder x Thumbturn 2.3 /0" E2151 • t 3311(A) (B) (C) (0) 2.3/4" 331 )C) (0) Cylinder x Cyli 2.3/8" E2141 3321(A) (B) (C) (0) 2.3/4" 3322(A) ( (C) (0) Cylinder x Blank Rose 2.318' E2161 3331(A) (B) (C) (0) 2.3/4" 3332(A) (B) (0) (0) No Outside Trim x Thumbturn 2.3/8" E2191 3341(A) (0) (C) — 2.3/4' 3342(A) (B) (C) — ,.,4 .{ I ,i ,. 1. � V 1". 9•10) 3 0 0 / b : ' ' , n « , 1.... 7) I " C D we T 541 542 543 Optional Standard Optional Front Plate Sutflx' Front Plate Size A 2.114" x 1' 8 2.1/4" x 1-1/8' C 2.1/4'x1 "x114 "R D 1" Die, Round BUILDERS HARDWARE Yale- Auxiliary Locks 1 3300 Series Bored tea bolts Four Functions Cylinder x Thumbturn: Deadbolt Operated by key outside, thumbturn Inside, 3310 Series. Cylinder x Cylinder: Deadbolt operated by key outside, key Inside, 3320 Series, Cylinder x Blank Rose: Deadbolt operated by key Outside only $330 Series, No Outside Trim x Thumbturn: Deadbolt operated by Thumbturn Inside only, 3340 Series. Non•Handed: Can be installed on doors of either hand, Door: Simple borod.hole installation, standard application 1.3/4" thick, square or beveled doors, Opening In or Out. Kits available for doors up to 2.1/2" thick. Door Preparation: Can be installed on metal doors prepared to ANSI A115,13 Specs. Cross Bore Wood Doors: Standard • 1.518" diameter Optional • 2•1/8" diameter (required No. 675 Adapter Ring Kit). Edge Bore: 1" diameter Deadbolt: 1" throw, 5 /8" wide x 3/4" high extruded brass with 318" diameter hardened armor pin to resist sewing. Deadbolt Assembly: Features toggle - action lever; bolt cannot be pried back when locked. Operates smoothly by key or thumblurn. Mechanism, steel, zinc•plated and dichromated. Front Plate: See chart for details, rectangular fronts adjustable from flat to 1/8" bevel. Brass or bronze material finished to match trim. •5unix the Utt Number with one of the Lenere 10 order the front required. ( -Yale Printed in USA Vale Security Inc. TEL: 206 - 281 -3747 Cylinder x Thumbturn Cylinder Wrench Ring: Tapered to resist wrenching; rotates freely to eliminate twisting the cylinder out of the door, High - density rust•reslstant alloy with brass or bronze scalp. Cylinder /Keying: Standard brass cyiinder(s), 6 -pin tumbler, 6 pins active, Two Ri38 keys x E1R(PARA) section. Available Keyed Different or Keyed Alike. To special order available through O3MK keying, RNB and RN11 keys available with all surety key sections. Cylinder Housing: Sintered steel with brass or bronze scalp. Connecting Screws: High- tenelle- strength steel, phlliips head. Non - Removable Connecting Screws: For added security on Cylinder x Cylinder function, one -way non - removable screws are also supplied In addition to regular connecting screws, Thumbturn and Roee: Thumbturn, high density rust resistant alloy-plated; Brass or bronze, Rose, steel reinforced; List No. 17138. Blank Rose: Brass or bronze; Steel reinforced; List No. 17130. 3300 Series List Numbers Apr 23.91 14:07 No.040 P.13 Strikes: #542 standard; #541 or #543 available to order; finished to match trim, strikes 'Suffix the List Number with one of the Lettue 10 0 der th■ front required, Cylinder x Cylinder Strike Boxes: Available to order, List No. 31S, stainless steel for #542 strike; List No. 109, steel for #541 and #543 strikes. FinIsheg: Available in the following plated finishes; US3, US4, U89, US10, US100, US26, US26D, DY80, DUO and 1946 (simulated US320). Packaging: One deadbolt to a shelf box Including strike, keys, screws and installation instructions /template. Not available in Visual Pack display packaging. For more information contact your Yale Representative or the Yale Marketing Department, P.O. Box 25288, Charlotte, North Carolina 28229.8010. Telephone: (800) 438.1951 or (800) 438.1962. In North Caroline: (704) 283.2101, FAX: (BOO) 330.0965. Telex: 672358. 2 Standard Trims Key retralts Key lucks thumbplece thumbpiece Pull w en Exit only kb. Pull when dogged Key locks s` s t knob Key locks ; lever :r Product Description 9975NL 99751P' 9975DT 9975E0 x 990E0' 9975K'• 9975L'" Trim Description Escutcheon Plate Size 990NL -M 3 "x14 /,e"x 990TP -M 9900T 990E0 991K -M 992L -M 3 "x143', "x3',f 3 "x1 43' " x 3 /4: " 3 "x141/4e "x 2' /e "x10 /a "x 4" VA" x101'2 "x 1" Orip Mounting Center 5 5 5'/2" — — 41/2" Projection 2" 2" - 2" —. 31/4" 21/4' ANSI Function 03 05 02 01 08 08 Cylinder Type 1'/4" Mortise 11/4" Mortise — — 11/4' Mortise 11/4' Mortise Sex Bolt Requirements #425 2 2 2 2 2 2 ® tlQnal Trims p Key retracts latch bolt Key lucks thumbplece Pull when dogged Key retracts latch bolt Kay looks thumbplece i F , Pull when dogged Product Description 9975N1.x696Nt. 9975TPx6967P' 9975DTx696DT 9975NLx697NL 9975TPx697TP' 99750Tx Trim Description 696N1 -M 696TP -M 696DT 89 ?NL -M 697TP -M 6970T Escutcheon Plate Size 13/4"x131/2"x3/1e" 1 "x13' /1 "xV,,6" Ws" x13' /2 "x3 " 1 x1/45" 14'4 "x13' /2 "x�io" 1% "x13' /2 "x3',1" Grip Mounting Center 5'w' 5W SW' 51/2" 5%" 5 Projection 2" 2" 2" 3" 3" 3" ANSI Function 03 05 02 03 05 02 Cylinder Type 11/4" Mortise 1' /4" Mortise — 1 V4" Mortise 11/4" Mortise — Sex Bolt Requirements #425 2 2 2 2 2 2 BUILDERS � HA , R � DAR E �Y�r ,,r _ 206-281-3747 " A i r 23.91 "��� Sul' . 111L-110- „ , , t: � l...r i ,L •1 w. �lylJ'.. r' a+:' rwZt ..6��6'-'i'�Wl���t4lMlll...11 I lu►llil� - • 'If no cylinder operation is required, specify "BE" 'Available without escutcheon plate, order blank escutcheon, trim always operable; 9975E0 (six sex bolts are required when example, 9975TP -BE. applicable), •Matching dummy trim available, order 891K•0T, 'Night latch function available, order 991K- rigid. 'Matching dummy trim available, order 092L-0T. 'Night latch function available, order 992L- rigid. 7 Standard Trims Key retracts latch boll ( Key locks thumbplece Key locks thumbpl°ce I C I ' *IS Pull when dogged 1/41111 .. t 1 Key thumboleco EeIt only . I 1/441 k.i.J Kay looks knob Ili]. Key looks (ever N tf•j1 Product Description Key locks thumbturn (Use with DT trim) Product Description 9927NL' 9927TP' 99270T 9927E0 x 990ED' 9927K r 9927L'm 9927TL''•' Trim Description 990NL -V 990TP -V 990DT 990E0 991 K -V 9921.V 374T x 990DT Escutcheon Plate Size 3 "x1451u "xV32" 3 "x 143/4 "x 3't 3 "x143/4. "x Ya2 " 3 "x143/4. "xV22" 214 "x10 "x 2W'x103/4" x3/4" 13/4"x71/2"xW Grip Mounting Center 51/2' 51/2" 51/2" — — 4 ' — Projection 2" 2" 2" — 33/4" 23/4" 1 ANSI Function 03 05 02 01 08 08 11 Cylinder Type Rim Rim — —• Rim Rim 11/4" Mortise Sex Holt Requirements ;✓7425 2 2 2 2 2 2 2 Optional ,l' ms Key retreats latch bolt Key locks thumbplece Pull when dogged Key (streets latch bolt Key thumboleco locks Full when dogged Kay tastes lhumbturn (Use with DT trim) Product Description 9927NLx696NL 9927TPx696TP' . 9927DT x 6960T 9927NLx697Nt 9927TPx697TP 9927DTx697DT 9927Tt696DTo 9927TL x x 697DTr '•" Trim Description 696N1 -V 696TP -V 696DT 697NL4 697TP•V 697DT 374Tx6980T 374T x 697DT EscutcheonPlateSize 13/4"x13Wx 1% "x13%2 "xe /u" 13f4 "xt3'r4 "xMe" 1e/i "x13'/ : "x -t ivex 13'/: "x3 13/4"x131/2"x34," — 13/4"x 71/2"xrW Grip Mounting Center 5 5' /a" 5 5' /t" 5 5' /e — Projection 2" 2" 2" 3" 3" 3" 13/4" ANSI Function 03 05 02 03 05 02 11 Cylinder Type Rim Rim — Rim film — 1W Mortise Sex Solt Requirements #425 2 2 2 2 2 2 2 Sex bolts -- The device Is furnished standard with sex bolts for latch cases. The quantity indicated Is for the additional roqulremont, III no cylinder opetation Is required, specify "BE" blank escutcheon, trim always operable; example, 9927TP -BE. *Available without escutcheon plate, order 9927E0 (six sex bolts are required when applicable). 'Matching dummy trim available, order 991 K•DT trim. 'Matching dummy trim available, order 992L - trim, °The 374T control is shipped with Tt, cylinder plate Installed. An NL cylinder plate Is also furnished standard (for operation only when key Is used), 'Specify 10WDA cover plate when using on wood doors. 'Night latch function available, specify 991K -rigid trim. *Night latch function evpilable, specify 092L -rigid trim. 'When ordering "less trim ", specify 9927NL•OP. 9 Site Open 'Inches) Gauge of Metal Ouantity and Site Flat Head Or Recessed Packed per Palr`" Pair In Box With Screws Pair to Case Cate W Average f trs,J Machine Wood I Steel Bronze 31/2x3 .123 6. 1/2x10 -24 12 -1 x10 54 1 N YI 411. 4. 0. tri V V W 07 N-- •0 HI 1 01 hi 441 C1 315015 .123 6. 15x10.24 12 -1 xi0 61 4 x31/2 .130 8- 45x12•24 16--- 11402 39 4 x4 .130 8- 49x12.24 16- 114x12 44 41/2x4 .134 16-- 1902.24 8- 114x12 52 454x41/2 .134 16- 15x12.24 8— it402 55 5 x4 .146 16— /02 -24 8- 11402 N 39 5 x414 .146 16- 1/2x12.24 8. 11402 43 S x5 .146 16— Vix12.24 8- 114x12 46 •6 x415 .160 20- 11x44.20 10-- 114x14 36 •6 x5 .160 20- 1144.20 10- 114x14 40 '6 x6 .160 20- 1901.20 10-- 11904 61 BALL BEARING STANDARD WE IGHT BUILDERS HARDWARE NSI A8i 12J olished and plated or bonderized and prime coated for painting FBB 191 (ANSI A2112) Brass or bronze — Polished and plated Fffis191 (US32) (ANSI A51121 Stainless steel -- Polished FBB191 (US3213) (ANSI A5112) Stainless steel -- Satin Finish TEL: 206 - 281 -3747 Apr 23,91 14:07 No.040 P.10 FULL MORTISE HINGES • For medium weight doors receiving average frequency service • All hinges have template screw hole location (c5r use on either wood or hollow metal doors and frames a Equipped with two Stanley permanently lubricated non•detachabie ball bearings a Steel hinges are polished and plated to insure a fine durable finish • Equipped with easily seated, non - rising pins • Pins in nonferrous butt hinges are stainless steel • FBB 179 and FBB 191 can be furnished as follows! with raised barrel, sizes 4W x 4W and 5' x 4W — see page 37 with electric wires and /or switches — see pages 32, 33 with brass steeple tips or brass ball tips in 3W, 4 ", 4W, 5" and 6" sizes —see page 31 with hospital tips -- see page 31 • STAINLESS STEEL BUTT HINGES • For doors receiving average frequency service where corrosion resistant butt hinges are advisable • Stainless steel butt hinges have stainless steel tips pins and bearings • Ball bearing hinges of all types available in stainless steel 'These s :es not available In stainless stee "• On sites 412 x 4• and larger, screw quantities listed apply to non•eerrous hinges only Steel hinges are furnished with same quantity of wood screws as machine screws Nose: F88 1 79 Is available in "wide throw hinges" In sizes! 315x5 — 315x6 4x5 — 4x6 — 4x7 — 444x5 — 41/2x6 — 41/2x7 — 41/2x8 — 5x7 and 5x8, specifications on request Finishes described on page 40 Size Open (Inches) Gauge of Metal Ouanuty and Size of Recessed Fiat Head Screw Pocked per Pair Pair In Pox with Screws Pair In Case ase ht W e i C C as e W ht gq Machine Wood Steel Bran "3 x3 .000 442 12 — S4x 9 2+/, 50 .134 ✓ ▪ .0PV'aH .DVVfn - - 31/2x3 .123 6- 1(x10.24 12— x10 50 60 314x314 .123 6 -- 1/2x 10.24 12 — x10 50 66 4 x36 .130 8-- 14x12.24 16— 44x12 24 38 4 x4 .130 8— /l2.24 16— ' /+x12 24 43 414x4 .134 16--- 14x12.24 8— 14x12 24 51 414x414 .134 16- 4x12.24 8— 14x12 24 55 5 x4 .146 16 —1/2x12-24 8 — 14x12 15 40 5 x414 .146 I6- 1x/12.24 8— 1 15 43 5 x5 .146 l6- 4x12 -24 8--. 14x12 15 46 '6 x414 .160 20- 14x14 -20 10— 14x14 12 37 •6 x5 .160 20— '14x44 -20 10'.- 1/2x14 12 42 '6 x6 .160 20- 14x144 -20 10— 14x14 12 57 size, Length of Joint (Incts•s) Width Offset (Inches) ICI l of Metal auantlty and Size of Receded Head Machine Screws per Pair Pair In POa Screws In C as e Case / We A ttb•) Jamb Leaf (Al f�l Door Leaf (Inches) tai .., Jamb Leaf Doo 442 2%, 2+/, y„ .134 8 — 4x12 -24 6 — 2x14 -20 11 15 37 BUILDERS HARDWARE STANDARD ' , ., , , ;4,»(173 (ANSI A8433) ,, ' .' Steel — Plated finishes or ' ' bonderized and prime coated for painting STANDARD W£, HT ANSI A8133) -- Polished and plated or bonderized and prime coated for painting 1179BP (US2H) (ANSI A8133) Steel — Galvanleed with , brass pins 1191 (ANSI A2133) Brass or bronze — Polished and plated 1191 (US32) ANSI A5133) Stainless steel — Polished 1191 (U5320) IANSI A51331 Stainless steel --- Polished, satin finish • 58 • 1 ' 1, r l .,, • -. • TEL: 206- 281 -3747 Apr 23,91 14:07 No .040 P.09 FULL MORTISE HINGES • For doors of residences, apartment houses and other medium weight low- frequency doors • All hinges have template screw hole location for use on either wood or hollow metal doors and frames • Use ball bearing hinges on high and average frequency doors and dii doors equipped with door closers • Equipped with easily seated non - rising pins • Pins in non - ferrous butt hinges are stainless steel • For transom hinge specify FI79FSP + Hinges can be furnished as follows: with hospital tips — See page 31 with brass steeple tips or brass ball tips In 31z ", 4 ", 41/2", 5" and 6" sizes — see page 31 • Steel hinges are polished and plated to Insure a fine durable finish "These sizes available in F 79 only " Not available in F 179, Use 741 On sizes 314 "x3" and larger, screw quantities listed apply to non - ferrous hinges only Steel hinges are furnished with sdme quantity of wood screws as machine screws Smaller sizes furnished with all wood screws Note: F179 Is available in "wide throw hinges" In sizes: 344x5 — 314x6 — 4x5 -- 4x6 — 4x7 — 41/2x5 -- 41/2x6 — 41/2x7 —• 444x8 — 5x7 — 5x8, specifications on request HALF SURFACE HINGES • For low frequency mine ?al core or wood doors with hollow metal frames • Easily applied as only the Jamb leaf Is mortised • Use ball bearing hinges on an doors equipped with door losers Packed with machine screws and grommet nuts — see page 34 Finishes described bn page 40 Measurements below For application see Index 1 UIL.Ut. < NHKIJWHKt (PEMKO Ifu° scale except as noted) � 1^ 10 cadmium plated or solid brass slotted or Phillips wood screws of appropriate length are furnished with all PEMKO thresholds and saddles. (Stainless steel xtrewt where needed for corrosive envi- ronments are available at extra cost.) 3 /lti �)- 2 • • . .. *( 173A EXTRUDED ALUMINUM 1738 EXTRUDED BRONZE (brass) 1730 BRONZE ANOD. ALUM, A. ._ l 3„ --►I 1S1A EXTRUDED ALUMINUM 1518 EXTRUDED BRONZE (brass) 1510 BRONZE, ANOD. ALUM. 1/ T I � a s 270A EXTRUDED ALUMINUM 2708 EX !WOW BRONZE: (brass) 270D BRONZE ANOD. ALUM. THRESHOLD SADDLES 271A EXTRUDED ALUMINUM 2710 BRONZE ANOD. ALUM, 272A EXTRUDED ALUMINUM 2720 BRONZE ANOD. ALUM. _ 276A EXTR. ALUM. (I PC. w/legs dotted) 2160 BRONZE ANOD, ALUM, 7" 274X4A 274 - 4A) EXTR. ALUM 6" 273X48 (273 - 48) EXTR, BRONZE (brass) 7" 274X40 (274 - 40) BRONZE ANOD. ALUM. 8" 1S7A EXTRUDED ALUMINUM 1570 BRONZE ANOb, ALUM, 5112 q.9:••,51P 7''0%.:o': .'O: Q',�0..,� :.op•o•O :7D,dt• 257A EXTR. ALUM. • ' • 0 °, 257D BRONZE ANOD. ALUM. 257E EXTRUDED BRONZE (BRASS) 6/0 6 /16 T 4 111 166A EXTR. ALUM. - • 21/2" ( 1660 BRONZE ANOD. ALUM. ILL: 2Ub 22f1 — S(4( Hpr 26rV1 14 %U( NO.U40 P.08 M BUMPER STRIPS ( furnished drilled w/ r1110 F..I•I.M.S.I ' (with 1 ,' s addle) BUMPER 11 290AV EXTR. ALUM. with vinyl 2900V BRONZE ANOD, ALUM, S111conSeaITM" specify 290A5, see page 16. 273X38 (273.3B) EXTR. BRONZE (brass) A" x 6" with2S9A or 1;12 concrete slope '0•' T •: o,O'o fs;S.frto •.• :0. • • v . : r 274X48 (274 -4B) EXTR. BRONZE (brass) 8" STRIP SLOPE EDGE (for 170 series) 284A EXTR. ALUMINUM 2848 EXTR. BRONZE (hraSS) 2841 BRONZE ANOD. ALUM, For PemKote skid & corrosion resistant surface, See Pg. 2 HANDICAPPED RAMP THRESHOLD -SA) EXTR. ALUM. 166.50) BRONZE ANOD. ALUM. 0 Perm*. Inc. 1 B4A EXTR. ALUM. without vinyl 184B EXTR. BRONZE 184AV EXTR. ALUM. with vinyl 184BV EXTR. BRONZE 184AP or BP with pile 184A5 or BS with SlliconSeal'M BUILDERS HARDWARE 8)PEMKO ft Some aluminum extrusions also available when with gold (G) finish at extra cost. Aluminum punched with slotted holes for adjustment /6 x Yu" Cadmium plated sheet metal screws. 303AV EXTR, ALUM. and vinyl bubble. 303DV BRONZE ANOD. ALUM, 306AV EXTR. ALUM, and vinyl bubble with fingers. • 306DV BRONZE ANOD. ALUM , 309AP (309AW) EXTR. ALUM, and pile. (Pile works well agair&st a sliding surface) 3090P (309DW) BRONZE ANOD, ALUM. 26 O Pemko, tnc. TEL: 206- 281 -3747 DOOR GASKET1NG POLYPROPYLENE SELF - ADHESIVE DOOR GASKET / PF114PS Black, with pressure sensitive adhesive. The self-adhesive feature is for application between t 50 °F- I000 °F, NOTE; PI= t I4PS strip ma be reversed to pro- vide wipe seal rather Marl compression seal as shown. / / 294AV EXTR. ALUM. and long vinyl fingers. 294DV BRONZE ANOD. ALUM. SlllcvnSeal'" specify 297AS, see page 16. 297AV EXTR. ALUM. and vinyl bubble. 2970V BRONZE ANOD. ALUM. SIllconSeal"' specify 316AS, see page 16. $16AV • XTR. ALUM. anti vinyl. FOr narrow stops. Nut necessary to miter corners. 376DV BRONZE ANOD. ALUM. SUicnnSeal'" specify 290AS, see page 16. 290AV EXTR, ALUM and vinyl for l /, • stops. for use with CLOSER BRACKET 2900V BRONZE ANOD.ALUM Silicon$aal'" specify 293CS for Are label. see page 16. 293CP (293A4 EXTR. ANOD. ALUM, and pile (2 pair). 293CV (293AV) EXTR. ANOD. ALUM. and vinyl bubble (2 part). (not shown) 2930 BRONZE ANOD. ALUM. Apr 2391 14:07 No .040 P.07 00 .Nk.., 1 ()11111 1/4" • i �,�• -.6/ - -.-I -v BUILDERS HARDWARE NOTE: Pernko's springbolt astragal for residential use Is available and shown In the Prehung Door Catalog. Product numbers are: 349C and 349CL. 7 /16' r I"' iglu' — 375CR (3' /5AR) EXTR, ANOD. ALUM. with closed cell sponge neoprene. 375Bft EXTR. BRONZE (Brass) with closed cell sponge neoprene. 37SDR BRONZE ANOD. ALUM. 352CR (352AR) EXTR. ANODIZED ALUM. and sponge neoprene. Heavy duty astragal 352DR BRONZE ANOD ALUM. SiliconSear $88 SELF•ADHESIVE APPLICATION (order separately) 357C (357A) EXTR. ANOb. ALUM., Vex 2". # 10x I" SMS. RONZE ANODIZED ALUM„ 1 /. "x2", #10 x I" SMS. Ci_ 357SP TEEL gray prime coat,'/iex2", #14 x I" SMS. $C STEEL cad. plate, 3 /.6 "x2", *14 x I" SMS. Available In 84 ", 96" and 120" only. 1/4" "20 machine screws and thru bolts available when specified at extra cost. SIIIconSea I " "> $88 SELF•ADHESIVE APPLICATION (order separately) TEL: 206 - 281 -3747 Clused Cell EPDM sponge neoprene, �s x 1 359A MR, ALUM. #16x 5/; zinc plated nails— extra. For light residential Installations (AvallaOte 84" only) 3591) BRONZE ANOD ALUM. p t cmko. Ine. Apr 23,91 14:07 No.040 P.06 293CP (293AW) EXTR, ANOD. ALUMINUM, with pile (shown). #6x ir" SMS, Snap-on case covers screws. 293CV (293AV) EXTR. ANOD. ALUM., with vinyl (not shown). 2930V BRONZE ANODIZED ALUMINUM 08730/PEM BuyLlne 5043 309AP (309r'LV) EX'I R. ALUM. slotted with pits insert #6 X W cad plated sheet rru'tal Screws 309DP (309()W) BRONZE ANOD. ALUM. 5111conSeal'" specify 303A5 for Are label, 303AV EXTR. ALUM. slotted with vinyl insert. #6 x Vs" SMS. 303DV BRONZE ANODIZED ALUMINUM, 305CN (305AN) EXTR. ANOD. ALUM. with gray hypalun rubber cemented on. (Black neoprene available when specified) 3050N BRONZE ANOD. ALUM. 3050N EX 1R. BRONZE (Brass) with gray hypalon ruhher cemented on #6 x b4" cad or btaSS plated sheet metal screws. Note. Strips puncher) On each flange alternately 6" between centers. t• • ALTERNATE • )iii'. PILE .L NSERT l i S 3 /m" T $11IconSeal'" specify 355C5 for Are label, see page 17. I 3S5CV (355AV) EXTR. ANODIZED ALUMINUM, with vinyl insert, #8x I" FH SMS 555DV BRONZE ANODIZED ALUMINUM 355CP (355AW) EXTR, ANOD. ALUM„ with pile insert. (Available In 84" and 96" only) 356AV EXTR, ALUM. with vinyl Insert. #6x SMS. 3560V BRONZE ANOD. ALUM. (Available in 84" and 96' only,) 23 BUILDERS HARDWARE TEL: 206 - 281 -3747 Extension Flush Boils For aril Metal Doors No.. 5 C458 No. 468 for two as top end bottom flush bolts to secure the Inactive loaf of a pair of swinging fire doors, with the active door provided with a listed single point latch, • Polished extruded brass or aluminum, • No. 458 brass only, with standard 12" rod length, is U.L. LISTED for use In hollow metal, metal clad, steel.covered composite, and sheet metal fire doors not exceeding 8 feet In height and having a 3 hour maximum fire rating. Refer to codes for looatlons where extension flush bolts are permitted, • No, 458 fits standard A,N.S.I. A115.4 door and frame preparation. • Simplified installation in metal frames •— round bolt head requiros only a punched hole. Use of strike optional. Special design of guide and flat aide on bolt head prevent bolt from turning. • Standard length of rod is 12 ", • 6', 9 ", 18" and 24" rod lengthy are available for use on non•fire rated openings. Rod lengths are measured (with bolt head attached) from the center of the bolt mechanism when the bolt is retracted, • No. C458; "C" Indicates convex face to 21/2" radius, for use on non•fire rated openings. • IVES No. 88 Fiabbot Pieco optional; for rabbeted door Installation, on non.flre rated openings, Prod. No, 458 C458 (convex face) Rod Backsot 3 l4" 3/ Die, of Boll Head 1/2" 1/ Extension Flush Bolts For Installatidizs Not Requiring U.L. label Nos. 458%.1 6,04581/2 Nos. 4581/4 and 04581/2 are for use as top and bottom flush botte to secure the inactive leaf of a pair of swingIng non. tire doors where a U,L, Label Is not required. • Polished extruded brass faceplate, cast aluminum slide. • No. 4581/2 fits standard A.N,S.I. A115.4 door and frame preparation. • Simplified Installation In metal frames; round bolt head requires only a punched hole, Use of strike optional, Special design of guide and flat aide on bolt head prevents bolt from turning. • Standard length of rod is 12 ". • 6 ", 9 ", 18" and 24" rod lengths are available, Rod lengths are measured (with bolt head attached) from the center of bolt mechanism when the bolt Is retracted. • No. 0458'/4 features 1 /4" radius on corners of plate for simplllied Installation. • IVES No. 66 Rabbet Piece optional; for rabbeted door installations. • IVES No. 488 or 489 Dust Proof Strike optional; recommended to prevent dirt build•up, assuring full engagement of bottom bolt. Prod. No, 458'/a 0458'/, Rod Backset af " 3 /4" DIa. of Bolt Head ri • Rpr 23,91 14 :0? No.040 P.05 Throw 3 f4" a1 �•-- 2 '/: ' • • _'•'/ • IVES No. 488 or 489 Dus Proof Striko optional; recommended to prevent dirt bulid•up, assuring full engagement of bottom bolt, • No, 458 Conforms t0 Fed, Spec. No. 1049. • No. 458 conforms to A.N,S,I, A156,16 L24081, L24201 and 124101 with Rabbet Piece for brass, and L44082 for aluminum. • No. C458 conforms to A.N.S,I. A158.16 L24081 and 124091 for brass, and 144092 for aluminum, • Packed with template and Installation instructions. Corn• bination machine and wood screws for bolt and Strike, Throw _ Finishes 3 14" B3.84•B5•B10•B10B•B19.628 B260• A28 3 /4" B3•B4•B5.810.610B•826.828D•PA28 458 C458 L 45 ei•• 0 488 v: • No. 458V: conforms to Fed. Spec, No. 1049, • No, 458'/2 conforms to A.N.8.I. A158.16 124081 and L24101 with Rabbet Piece. • Packed with template and Installation Instructions. Corn. bination Machine and wood screws for bolt end strike, Finishes 83•1310.8100426D 53.526D — A.6 BUILDERS HARDWARE A•8 Rabbet ,Pieces Nos, 57, 58, 247 & 248 Prod. No. 57 58 247 248 Flush Bolt No. 260 For use with Ext. Flush Bolt No, 457 No. 458 No. 257 No. 258 a TEL: 206- 281 -3747 ILLUSTHATES USE OF RABBET PIECE WITH EXTLNSION FLUSH BOLT ON RABBETED DOOR. • Polished cast brass or bronze. • For use with extension flush bolts on rabbeted door installations In non•fire rated openings. • No. 247 Rabbet Piece with No, 257 Extension Flush Bolt Conforms to Fed, Spec. No. 10458, • No. 58 Rabbet Piece with No, 4588 Extension Flush Bolt conforms to A,N.S,1 156.16 L24101, Finishes B3•B5•B10.8108.B26.B26D 1 810B•B26.826D B3•B4.85•B10•B10B•B19•B26.826D 8 3.84.85.810.810 6.819.6 26.826 0 lisurrer • Polished wrought brass and stool. • A flush bolt specifically designed with face plate rounded for simple, one•step router Installation, • Steel bolt head in nylon bushing, combined with dual action Spring lock to hold boll projected or retracted, provides easy, one finger operation, • EconomIcally priced for the volume builder. • Packed with screws for bolt and strike. Prod. Rod Die, of No. Backset Bolt Head Throw Finishes 260 a /e" 5 /1e" 3 f4" B3.85•B10.826D Prod. No. 487 488 409 Flush Bolt No. 261 N,.. Apr 23,91 14:07 No.040 P.04 31,9" 497 1 { i• 1 Yi • Polished wrought brass. • Nos. 488 and 489 engineered design provides positive closing action and eliminates binding. • No. 488 can be locked In up position, by rotating plunger with screwdriver or coin. Eliminates trapping of spike heels. • No. 489 recommended for use with seif.latching and automatic flush bolts or panic bolts, Will not tock•up or down. • Spring tension specifically calibrated for use with IVES Nos, 556 and 559 Automatic Flush Bolts and Nos. 366 and 357 Self•Latching Flush Bolts. • For use with all IVES Extension Flush Bolts — 3 h" diameter plunger accepts up to le" diameter round bolts or 'A" square Dolts. • No. 487 Plate for use with Nos. 488 & 489 Dust Proof Strikes in concrete floors, Screw holes spaced V4" apart for Increased holding power, • Nos. 488 and 489 accommodate thresholds up to'A "thick. • Nos. 488 and 489 meet design criteria of A.N,S.I. A156.16. • No. 487 packed with screws and lead shields. Finishes 83.810.6108.9260 93-B104 310B- 83.810.9100.8260 4" 1• '44• OVERALL I i DEPTH 'FITS •1Va "• HOLE T • Polished cast brass. • A compact flush bolt of high quality incorporating most of the features of the superb No, 262 Flush Bolt, • Deep Cup provides good finger hold, allows easy Operation. • Brass bolt automatically hold In retracted or projected position by unique spring design. • Features sharp, crisp lines and superior finish. • Packed with screws for bolt and strike. • Prod, Rod Dia. Of No. Backset Bolt Head Throw Finishes 261 - 15 !32" MO' 3 f4 • 53.95.810.8260 bU.L1UtKb 1 ILL :LUb Ltf1 — 0(4( 1/!11 D1A. L GJ 64; FED. SPEC. 1337A; BHMA L03011; ANSI 156.16 Glynn - Johnson 64 Door Silencers, for use on metal frames featuring pneumatic design that, once installed, forms an air pocket to absorb shock and reduce noise of door closing. A necessity where silence is critical, these silencers are tamperproof once installed of the frame, Proper installation also eliminates door rattle and provides constant tension for door latches or locks. Units furnished in complementary gray color, packed in bags 01 100 or bulk packed. 11/ DRILL / / HOLE ;'t t 1 n PNEUMATIC CHAMBERS WOOD FRAMES GJ 65, FED. SPEC. 13376; BHMA L03021; ANSI 156.16 Glynn - Johnson 66 Silencers, for use on wood frames, also feature pneumatic design to cushion shock and absorb noise. To prevent removal, a small brad should be driven Into stop strip and through stem of silencer, as shown in the de. tail. Units furnished In complementary gray color, packed in bags of 100 or bulk packed. GJ 65 DOOR SILENCERS 'li Glynn- Johnson 4422 N. Ravenswood Ave. Chicago. IL 60640 •312/878.5500 FAX NO. (312) 87 &8868 METAL FRAMES F3 Glynn.Johnson 64R, while incorporating an features of the 64, is furnished with a round stem, a more practical installa- tion where a blade type stop strip is used. Glynn - Johnson 64 -1 also incorporates all features of the 64, but is furnished with a projection of 1 /4 ", rather than the stars• dard ye ", GJ 64 -1 WOOD OR METAL FRAMES Glynn - Johnson 66 Self Adhesive Rubber Silencers can be utilized on wood or metal frames, Economical installation re• quires no drilling of frames, Units available in attractive brown, gray, or white colors, Proper 'n6161101100 01 011 silancors requlreo 1 hs N clearance between door and slop 6trip ('h" whan door closers are used), Hpr 2%,V1 14 :U( NO.U4U r.UJ -M-1' PNEUMATIC CHAMBERS 1 /n" DIA ...,. ,, 1.___ 1 /j'-M GJ 66 . . t I /as" "T f ;res 't• yr. DRILL '/3711 HOLE 1 /i ll • DRILL %g "HOLE %l1 (_ PNEUMATIC CHAMBERS 3 •I ...". f .,,,,. U N 01088 Painted In U.S.A. COORDINATOR SERIES ORDER NUMBER CHART EQUAL PAIR OF DOORS Series Number Range of Jamb Opening Width Dim, L Mechanlem Length Olin. C Door Widths Inactive Dirt). 13 Dim. A • Dint. 8 m Jam Opening Orm, I. series No. . Dim. L • Coord. Order No. Active Am, A N -6 NX-5 0 L -6 34' thru 56' 44' thru 76' 64' thru 96' 62' thru 112' 32 42' 52' 6o' 18' 24' 36' 54' 18' 24' 36' 54' 36' 48' 72' 108' 14.636 NX -646 672 L6106 COORDINATOR SERIES ORDER NUMBER CHART - UNEQUAL PAIR OF DOORS* Series Number Range of Jamb Opening Width Dim, L Mechanism Length Pim. C Door Widths Dim. A . Dim, e e Jam Opening Dim. L Seelee No, Dim.. L . ACT, Dim, A Coord. Order No. Active DIm, A Inactive Dim, E1 NMI e 44' thru 78' 64' Ihru 96' 42' 62' 12' 24' 48• 72' NX 648 ACT 36 872 ACT 48 C N o. 600 Coordinator Components tlULLl)t.Kb HHKL)WHKt Active Door Hold Open Lever No. 6010 Mounting Bracket Coordinator mechanisms are manufactured in four different series, de- signed to accommodate a wide range of jamb openings. ' Unequal pail: Use same coder number as equal pairs plus suNie (ACT) end Active Door Dimensions, Note: Jamb opening width, determined with Dim. S 5/8'. Advise II stop depth Is other than 5/8', _ __ 4 I FILLER F • Filler Bars (Dim, F) are supplied, unless otherwise indicated, with all coordina- tor series, Fillers are factory cut to correct length indicated by jamb open - ��:; Ing to provide an even, unbroken line . between active and inactive door hinge stops. STOP WIDTH (DiM. 0) Minimum stop width (Dim. 0) for mounting standard series coordinators I LL : 2Ub - 2 1—S (Ll Coordinator Mechanism L C Typical Preparation For Top Jamb Door Latches . COORDINATOR 5 is 1 -1/4 ". Coordinators are modified for stop widths 1/2" to 1 -1/8 ", See Stop SO Templates. [COORDINATOR S/6' Inactive Door Trigger Hpr 2.5,91 14:U( NO.U4U P.02 DOOR COORDINATOR: Filler Bar rr • Printed in USA DC1410 No. 601 AB Mounting Bracket No.100 Carry Open is mounted on the inactive door. When the inactive door opens, the carry bar opens the active door until it engages the coordinator hold open lever, The carry bar is not used when the Inactive door Is equipped with automatic or self - latching flush bolts. (. CC CC • Mounting Brackets For Stop Applied Hardware .. '. No. 001 AB Briacket for stops 7/6' t&2-1(4 • wide OVER �..:•.3, �' No. 601C Bracket for stops over 2 -1/4 wide. Select one bracket for each hardware Item to be stop mounted, such as parallel arm shoes. door holder brackets, stop applied vertical rod strikes, etc. Braoket(s) required are included in coordinator carton. vnc .HARDIROCK REG LAR wallboardhas•.a core of AVISP',0 ; faceand a strong liner paper on the back It is used primarilypr,walls and ceilings, in_ residential cOnstruction;;ThOtiCe is specially designed to iicelye joint treatment anddeCarationWith ! HARDIROCK FIRE X utilizes a core formulation which • provides superior fire esistnce fir rate ass emblies produc are jelq.0)!Y:10„cle41.9:::ppipve 1Iratings Fr Ple0(,00 $44.. Ass ociation fid'e#Stajtk pesijk a, 11#(1e7 ire ' Resistance; ; NtY r. - • HARDIROCK WATERODARD . Wallheard.has a 4;..6h'eMleallYlreiteil.'eotio b ack papeti.. It Is recorrimen ed for tfse,linliathkOM40,-. • walls, laundnes and kit chens or anywhere at great resistance tOinoisturels needed...This product can b . used as a base for CeramIC:tile'br it Can be finished as prescribed in the 'GY0StirrykSsoCiation Recoriwnerid01 Specifications the AppIicatic gad Finishing of Gypsum BOO c4- A James Hardie Gypsum Insfallaflou .....'federal:Home'Loan Bank Offices, Cenfury:Squurp, Seattle, Washington; ' .p • '•-• r .• , t to serve dS a fire SHEATHI manu ac re 2 kht:;„ residen including AR, - inslation syst r esistan t pap e can be us e4 ; o f finis exterior vbiato - ms. The product and is • additional itj°Pal stucco, vin 1 is encased p(clijpMP,,t w ava with e ither moisture a" metal an • HARDIROCK EXT idhed tua s an - 1-i e d to p .des RIOR GYPSUM . , itte s ati2ns ° . ; li)orci!ty9gir eY:A strengthened Type) CireTslo,rmu a r resis egging. : t n tsjag,,„ :11A' !?P 16 i r 6 41' it :5 : s aI l v r i! tct Zi 1. '0 1 `, 4 r a,) 91 1 4 [ 11:0 used Ssernhfie& Jji Xloard • ai'diiiibtkp":4Aff O Vds' , pVe'g specific applicatidn'intrirniatickl,Consulfthe Gypsum Association Fire Resistance Desio ■-t_t SHAfUfl HARDIROCK FOILBACK wallboard has aluminum foil : laminated to the back SuriaCe16,iirOde an effeCtNe::', vapor retardant. Panels should be applied with the foil Side against the framing. HoCk0ei; should not be u as backing for :ceramic tile or 0004Z ply aliOlications: " " ,HARDWILM filEFINPHED PANELSA f4 re )(;1 (7.9 PIM) 1 ,L127 nm) (151 • For product and special iequIrenidiiti, consult your loci)! JAMES HARDIE GYPSUM auratone Random )ltl fissured patterns that cc►rnc in 21 colors and a wide selection of sire and edge combinations. 1)esignecl for use where a Ncell rlefirterl ceiling plane %pith a distressed surface is desired. • Omni I'issnrerl: lightly fissured. heavily perforated • Natural fissured II: deeply fissured. moderately perforated Panels 12' x 12" x 3/4" Bevel Edge/Kerl Natural Fissured II Panels 2' x 2' x W Square 2' x 4' x Square 2' x 2' x W Interline Tile 12"x12'xVe" Bevel Edge/Kerf (1) For edge drawings, see page 44. 25 tilan Regular FIRECODE Item NRC STC Item NRC STC Size Edge' No. Range Range No. Range Range Omni Fissured 2' x 2' x 5 /e" Square 344 .50 -.60 35-39 338 .55 -.65 40.44 2' x 4' x 5 /e" Square 345 .50 -.60 35-39 339 .55 -.65 40-44 2' x 4' x 3/4" Square 343 .60 -.70 35-39 3742 .55 -.65 40.44 2' x 2' x W Shadowline 323 .50 -.60 35 -39 336 .50 -.60 35-39 2' x 2' x e/i" Shadowline 341 .55 -.65 35-39 3385 .50 -.60 35-39 2' x 4' x Shadowline 330 .50 -.60 35-39 337 .50 -.60 35.39 2' x 4' x W Shadowline 332 .55 -.65 35-39 3334 .50 -.60 35.39 2' x 2' x Interline 5530 .50 -.60 35-39 3386 .55 -.65 35.39 2' x 2' x 3/4' Interline 3390 .55 -.65 35 -39 N/A - - Tile 12" x 12" x W Bevel 320 .50 -.60 40-44 335 .55 -.65 40.44 Edge /Kerl 340 .55 -.65 45-49 NIA 56704 .50 -.60 35-39 56705 .50 -.60 35-39 2' x 2' x 5 /e' Shadowline 52704 .50 -.60 35-39 2' x 2' x 3/4" Shadowline 50230 .55 -.65 35 -39 2' x 4' x W Shadowline 52705 .50 -.60 35-39 2' x 2' x Interline 52707 .50 -.60 35-39 55702 .50 -.60 35-39 50120 .55 -.65 35.39 N/A 17'x 12 "xV4" Bevel 50210 .60 -.70 35-39 N/A Edge/Kerl 17' x 12"x fie" Tongue & 50092 .55 -.65 35-39 N/A Groove Flange 56766 .50 -.60 35-39 56765 .50 -.60 35.39 50704 .55 -.65 35-39 50052 .55 -.65 35-39 50705 .55 -.65 35-39 3384 .55 -.65 35-39 55707 .55 -.65 35-39 1 Colors Panels -White plus 24 colors Tile -White (also, see sales representative for specific - color avallabilty) Recommended Suspensions Square edge panels • DX, DXL • CENTRICITEE • MERIDIAN Shadowline edge panels • DX, DXL Interline edge panels • CENTRICITEE • MERIDIAN • FINELINE • Highline Bevel Edge /Ken tile • Concealed Colors Panels -White plus 24 colors Tile -White (also, see sales representative for specific - color availability) Recommended Suspensions Square edge panels • DX, DXL • CENTRICITEE • MERIDIAN Shadowline edge panels • DX, DXL Interline edge panels • CENTRICITEE • MERIDIAN • FINELINE • Highline Bevel Edge/Kerl tile • Concealed APR 23 '91 16:41 LANDRY'S SEATTLE (206)622 -5841• P.2 4 FORBID TRACTZONFLOER .080" (2.0MM) 3.3 CONSTRUCTION Forbo Tractionfleer anti -slip homogeneous sheet vinyl flooring shall incorporate a surface either smooth #13- -, (slightly embossed) or studded #130 -- (consisting of a 2 1./4" design of 21, 3/8" die. studs), containing "traction" chips in wear surface. The homogeneous wear surface shall be supported by a fiberglas reinforcement layer in the center of the product to insure dimensional stability. Total construction to be 87* pure vinyl, 10% pigments and 3* fiberglas. No Asbestos. Material shall be homogeneous sheet vinyl Anti -Slip /Safety flooring with a combination of 70* aluminum oxide Al 0 and 30% carborundum, S C grains embedded evenly throughout the entire wear layer surface. "Traction" chips increase the co- efficient of friction between surface pressure applied (by feet, wheels, tires, wheelchairs, etc.) and the floor. 3.4 PHYSICAL CHARACTERISTICS (dimensions are approximate) Width - 6'7" (200 cm) Length - 98' (30 meters) Gauge .080" (2.0mm) 3.5 MATERXAL SHALL MEET THE FOI,L,OWZNG REQUIREMENT 3.5.1 Flexibility No crack or break when bent around a 0.4" diameter cylinder. 3.5.4 Tensile Strength In accordance w with ASTM D -638 (1) A- Direction - 1600 p.s.i (2) 3- Direction - 1650 p.s.i 3.5.2 Rest indentation Remaining impression in short -term test according to' Federal Test Method Std. 501 (load 90 lbs.) approx. 0.03mm. 3.5,3 Resistance to Wear After 5000 cycles using. Taber Abraser with H22 wheels, 1000 grams load (2.2 lbs.).' Maximum weight loss 0.82 grams Average percentage weight loser 4,0 percent Average loss in thickness 0.009 inches Average % loss in thickness 12.0 percent APR 23 '91 16:42 LANDRY'S SEATTLE (206)622 -S941 'ORBO TRTi CTIONFLOER .080" (2.0MM) 3.5.5 Coefficient of Fr.ction In accordance with ASTM as below. P.3 ASTM Sn D -2047 ASTM E -303 T Wet Surface Smooth '- 0.68 35 Dry Surface Smooth 0.77. 130 Wet Surface Studded - 0.74 40 Dry Surface Studded - 0.70 115 3.5.6 Fire Resistance, Meets or exceeds requirements for Class I NIPA Life Safety Code 101 (ASTM E -648), critical radiant heat flux of .45 watts /cm or greater. Also passed ASTM D- -2859. 3.5.7 Dielectric Strength In accordance with ASTM D -149 -321 volts /mil. 3.5.8 Surface Resistivity In accordance with ASTM D- 257 -2. 2 x 10 Ohms. 3.5.9 Electrical Insulation In accordance with brochure 56A or the NFPA approx. 10 Ohms. 3.5.10 Chemical Resistance UTlutod Acids - Sulfuric, Nitric, Hydrochlorio, Acetic, Lactic No Effect Diluted Alkalis - Sodium Hydroxide, Ammonia, Soda Solution, Soap Solution No Effect Solvents - Oil, Gasoline, Kerosene, White Spirit, Paraffin No Effect, Benzine Possible Staining Possible Softening Toluene Possible Staining Possible Softening Methyl Alcohol 1 No Effect Ethyl Alcohol No Effect Acetone Possible Staining Ethyl Acetate Possible Softening Methyl Ethyl Ketone Softening Ethyl,acetate Possible Staining Possible Softening Betadine Possible Staining Prepodyne Scrub No Effect Methylene Blue Staining 10% Silver Nitrate Possible Staining Mineral Oil No Effect Vegetable Oil No Effect Blood. No Effect Urine No Effect -3= APR 23 '91 16:42 LANDRY'S SEATTLE (206)622 - FORBO TRACTXONFLOER .080" (2.0MM) 3.5.9.1 'Licht Fastness 8 on Blue scale (Slue scale maximum is 8). 3.5.12 V.V. Resistance All colors, being U.V, safe, can be used Outdoors. 3.5.13 zm c Sound Reduction On 6" concrete slab Improvement of approx.: 6dB 19dB 3.5.14 UPEC Classification U4 P3E2 -4- On Corkment Underlayment 4.0 30H CONDITIONS Installation of Forbo Traotionfloer shall not proceed until the work of all other trades has been completed, especially overhead trades. Areas shall be clean, fully enclosed, weathertight, and heated to a minimum of 64° F (18°C) for a minimum of 72 hours, prior to, during, and after installation is completed. The floor covering rolls should be conditioned accordingly. It is essential that all sub - floors be rigid, finished smooth, flat, level, clean, dry, and remain permanently dry. Wooden sub - floors muse' be suspended, well ventilated, and permanently dry. Concrete sub - floors shall be steel trowel finished, smooth, flat, and level. Concrete shall be adequately cured and dry (maximum content of moisture 2.5 %). If needed, sand concrete sub - floors to loosen dirt and other foreign materials. Vacuum to remove dust, loose dirt, and other foreign materials. Patch and repair minor cracks and other imperfections with latex powder and liquid 'patching materials. Areas to receive Forbo Tractionfloer must be adequately lighted to allow for proper installation and seaming. See Tractionfloer installation brochure for more complete details. .� ., 5.0 INSTALLATION Forbo Tractionfloer shall be installed in a workmanlike manner in strict accordance with manufacturer's approved installation instructions using Forbo 633 Coltak adhesive. Heat welded seams are recommended as standard procedure. NOTE: For outdoor /wet areas installations use Forbo polyurethane 660 adhesive, APR 23 '91 16:43 LANDRY'S SEATTLE (206)622 -5841' FORRO TRACTION 'LOER .080" (2.OMM) 5.1 ADHESIVE Forbo Coltak 633 acrylic dispersion adhesive. Trowel 1/32" fine notch. Capacity - 15 liter /3.97 gal. Spread rate - 150 sq. ft. /gal. General applications. Forbo Polyurethane 660 two-part adhesive. Trowel 1/16" standard notch. Capacity 6kg. Spread rate - 6kg. /100 sq. ft. Primer coat - 200 sq. ft. using smooth paste spreader. Outdoor /wet area applications. 5.2 HEAT WELDED SEAMS P.5 Are always reoommended using Forbo vinylweld oolor- matched welding rod as manufactured by Forbo Krommenie BV. Dimension: 4mm diameter; coil - 55 lineal yards. 5.3 OPTIONAL CHEMICALLY WELDED SEAMS Forbo Tractionfloer contains a fiberglaa interlayer, which provides nearly perfect dimensional, stability and prevents shrinking or movement at the seams. Accordingly, chemically welded seams are suitable for light /medium traffic areas, where a watertight hygienic installation is not required, but a seamless monolithic visual- is preferred. Use Forbo Noviweld 671 Chemical seam weld as manufactured by Forbo Eurocol. 5.4 OPTIONAL FLASH - COVING Flash-cove Forbo Traotionfloer approximately 4" up walls (or desire height) at outside edges of floor covering. Use recommended Forbo adhesive for coving application. Cove should be wrapped around inside and outside corners and heat welded at a 45"' angle. 1 5.5 SEE FORDO TRACTIONFLOER INSTALLATION BROCHURE FOR COMPLETE D TL'A S -- 6.0 WARRANTY Limited 5 -year warranty. Contact Forbo North America, Inc. for complete details. FORB0 `PRAOTXON 'LOER .080" (2.0MM) 7.0 SAMPLES submit samples in duplicate of the flooring materials in compliance with the related requirements of the General Conditions. Upon approval one set of samples bearing Architect's approval will be returned to the contractor. The set of samples retained by the standard materials which they Architect r present which are installed on the job. ` OP /OVERALL PRODUCT iN PLACE GlaSbOrdefrp flat panel 'ESCRIPTION: ulasbord frp panel is a quick - cleaning interior finish that also stands up to heavy impact. Made of fiberglass rein- forced plastic, it Is superior to tile, metal, and painted surfaces. It provides the easy maintenance of tile at con- siderably less cost. It does not corrode or dent as metal does and never needs painting. The panel is used on walls and ceilings of food /meat processing plants and other types of buildings where maintenance and sanitation are a problem. PRODUCT TYPES: Glasbord -P --- A premium panel which meets minimum flammability requirements for all major model building codes for interior finish use. Flre -X Glasbord New, improved fire retardant panel. Class A fire rated. Fire -X Glasbord is recommended for appli- cations where safety to human life Is critical, such as SIZES, THICKNESSES & COLORS: • .. ;..1-• ' ,•: frp . GlasbordsR • .• frp panel a (1) Smoke developed is considerably lower than minimum requirement for building codes (2 Per building codes (3) Other colors available by quote —see below ` . Fire, Rating °it flame sphda Class,Cr . ; smoke developed _ ...under 4501 "'tleme spreaa� Class A';s,:..!.. ;. oke developed • (lame spread'" Class C, smoke developed • under 450 Glasbord -P co l frp building panel A new look for Glasbord fiberglass reinforced plastic panels. Now, quick cleaning, impact and stain resistant Glasbord is available in seven USDA accepted colors. Achieve special effects and enhance any Interior en- vironment with the proven quality of Glasbord frp paneling In this new array of standard colors. Class C fire rated, smoke developed under 450. ontact our sales office for sizes, ..iicknesses and minimum order quantities. Matching vinyl moldings are also available. r interior2 4'x8', 9',10',.12' long lengths ceiling panels 2'x2, 2'x4' . �in — long lengt ceiling pane ,:',; 2 , 2 ' 2 ' 4 ' I ntertor` 4'x8',9',10',12' I .col J „ long lengths white .1 0.08 ANTIQUE GOLD hospitals, nursing homes, commercial kitchens, and high - rise buildings. Glasbord Acrylic modified for maximum weatherability. For use in exterior applications. BENEFITS: Tough — The panel is highly resistant to impact, and the embossed surface resists scratches and abrasion. Easy to Clean — The Impervious surface allows dirt and grease to be cleaned off quickly and easily. Being frp, it is extremely resistant to most stains and chemicals. Government Accepted -- Glasbord frp paneling is accepted by USDA for use in federally inspected meat plants. Moisture Resistant -- The total panel is moisture resistant, not Just the surface. This Impervious material does not support mold or mildew, and it will not rust or corrode. Easy to Install -- Glasbord paneling cuts and drills easily with modern carbide - tipped equipment. , UAJUSES AND APPLICATIONS: Use Glasbord flat panel wherever sanitation, durability and low maintenance are important. Ickness ,,•.;Weight: ;''P roduct ; (Per Number." Q.09'7 lb. '' BES385P ., " 1 0.12', 1.0 Ib BE,s485P - 3 , . ".': 0 7 ib – J 6ES37 . • white ' 0.09 0.9 lb. ' BES385FX beige N 0 °ry '0.8 1b. J BES370FX COLONIAL WHITE SUNSHINE YELLOW MINT GREEN . 0;4 lb. ....._ a SOFT BEIGE PALE BLUE PUMPKIN : : Physical Propertles . _ ,..„, :....,•• ` TYPICAL VALUES Glasbord; P • ,.. FRP PANEL . Fire - aIG Glasbord - Iasbord ;; :FRP PANEL ,,...:. . f_RP.PANE(,. ) ... ' , '; '' lexural Strength (PSI) .. l :,�,:, _.. ; ' Tensile Strength (PSI) Tensile Modulus (PSI) t r` ..� Impact Strength (IZOD) t r) t ti 1 ff Ib notched • Barcoi Hardness' "; , . ''-_::',.. -, :. Thermal Coefficient of Linear Expansion (nilorF) ; Water Absorption (%) (( tu @ 77•F) Specific Gravity ;• :•, : ;: ; , ", ' Thermal Conductivity (BTU inihriff a 9 (-K-) . . Dielectric Strength Lvolta/mll . " . . . - ) ) . . , 'r. . 25 *10 1.0 x 10e •. 12 x 10 - 1.6 x 10 13 = 55 • 1.8 x 10 • ', t : 0 ' . "' ' 1.8 " `,; ' 0. 5 ` ;;;: ,� 4 • .,;;,.: 400 =': ,_ 0': ' '::0.9 x 10e •; ' • 11 x 10' , ;. 1 .6 x 10 }'' �, .12 "`''� r 85 a .1 .7 x 10- '... :'.. ' 0.4 ` '^ ?,1.8 .. `� a 0.5 " ; ; r;.;,; {- 500' . • -', 28 x 1 0 3 ; ' :,.: 0.8 x104 A Y : •Y . ,'• 12 x 10' • 1,6 x 10 ` 12.', . ..t �. 50 - t 1.5 -1,8 •x 10' . 0.2 =0,4 'e. .4 -1.6 � 1 0.3 " .! 600 •, ~� �� ^ =^ -° �� -..• ; �:! �:,`•� The substrate substrate' used to make Kem l g rad CD exterior wood 'T p y'; is" grade f r ply with the ' 6110 anelin : same waterproof glue line as marine grade panels and follows the st set by'` •+;. riCe P � . - : .. ,�.fi. , ,,.;. �, ,,.. J ,.; ' , .. Yr.,'r �� ? iSts ? ,,. ;.�.. .r; i,r ' : th�e�Aine .I .�?•, _ti `'A:.r :� -:. � �� n ,ywood.Association. .. . is:..t . • �,. „�..c• �i l l� ti :. . y. ,...• �f ,V. i ;,,. , r '4 �, •.. `���: .._.,. lx.. +: Y�J, 4s...;,.., c�•�:- :u'�F. [Y. +.h � t ' '. 1,• . V •t is 'f ..'' .L '.T -... L�� -.. a= t•. •�! ;; .i'iN( " r . f:, t' . •'•• •�� *.Pr '�+ .'t`. : K, k • % ti ;r� yy r- 1�, .�'` .k �'�• :��, , : , .l:�. =;t. ,, t:.. .i ,,. ti � • J, ". ..,...,„14 �.. i.h, . .. ^.'r: :. h�' :: ( 'F ., �'. :: [ L =�'rp � l, .. {j of the .�..,. j , ., r .. :'j : ' t "d• " The properties of te strength and Impact strength of these panels are increased wit the ad f rp surface , TS/TECHNICAL SUPPORT Al/AVAILABILITY INSTALLATION Request detailed installation guide, form #899. CC /CODE ACCEPTABILITY, CERTIFICATION Glasbord -P, Fire -X Glasbord, and Kemply panels: ' USDA accepted 3 Meet FDA requirements 3 Cleanable as No. 3 finish on stainless steel ) lasbord -P panel meets minimum requirements forail major del building codes. Flame spread less than 200* (Class C), ,coke developed under 450. Fire -X Glasbord panel: ) UL classified. Flame spread 20 (Class A), smoke developed 200 (per ASTM E -84) i U.S. Testing Company, Inc. test results on live animals show the smoke from Fire -X Glasbord panel to be less toxic than that of red oak. FM approved. Subject to the conditions of approval as described in FM Report J.I. OF9A3.AM New York City MEA 61 -78M Vol. II Glasbord -R panel meets Life Safety codes. Factory Mutual test results: flame spread 70', smoke developed under 450. Thread on the back of the panel identifies Glasbord frp flat panels: Glasbord -P panel — black thread + Fire -X Glasbord panel — red and blue threads Glasbord -R panel — red thread Copies of tests/certifications are available on request. *The numerical flame spread rating is not Intended to reflect hazards presented by this or by any other material under actual fire conditions. NONWARRANTY: We believe all information given Is accurate. It Is offered in good faith, but without guarantee. Since conditions of use are beyond our control, all risks are assumed by the user. Nothing herein shall be construed as a recommendation for uses which Infringe valid patents or as extending a license under valid patents. ' OTICE: Like other organic building materials (e.g. wood), panels made of fiber - ass reinforced plastic resins are combustible and should be used In compliance I with local building codes end Insurance regulations. AC /AVAILABILITY COST SHIPPING: Glasbord, Fire -X Glasbord, and Kemply panels are shipped fiat on skids. Long length Glasbord paneling is generally coiled and shipped on 44" square skids. STORAGE: All Kemlite products should be stored indoors. When outside storage is necessary, cover and protect from the weather and exposure to sunlight. Prior to installation, panels should be re- stacked on solid flat surface to minimize package distortion. COST: Contact Dyrotech or your nearest distributor for complete pricing information. 3FFOWEi COMSTPUCTi011 SUPPLY 7043 S. 190th KENT, WA 98032 251 - 6750 772 - 2890 P.O. Box 2429 • Joliet, Illinois 60434 Telephone: 815/727-5000 (Joliet) 312/2424827 (Chicago) TWX: 910/633 -1553 Glasbord. Fire -X Glasbord, Kemply, and Thread on the back of the panel Rag. U.S. Pat. Off. 01984 Dyrotech industries, Inc. Printed In U.S.A, FORM NO. 928 .::!..:• +u� +t.�r :.: ✓✓....!.,.t..v..r.sl.+ .:.,•.:. f:::::: • i...:....,+:.: w. r .:. n....:.. w...:.: w e:..4 v. z.'.+..., r.+.... r..:..; ;r.n .4.....+..,.:..w.a:..c..... • 10155/ACU Buy Line 4089 ;" Balled Enamel/Stainless Steel Partitions Partitions by ACCURATE are engineered to withstand the everyday abuse they receive in high - traffic areas. Because of their superior durability, they give long -term, trouble -free service with minimal maintenance. Whatever the require- ment — compartments, screens, shower cabinets or dressing enclosures — Accurate has the right product with quality and features to give long- lasting service, as exemplified by the 15-yr. limited warranty on its door hinge and concealed latch. See whyACCURATE is a standard of quality, as well as a name: a. GALVANIZED- BONDERIZED STEEL with minimum zinc coverage .00015" (00381 mm) each side. b. STAINLESS STEEL, alloy type 304 with No. 4 finish, coated with 6 -mil Polyvinyl film to maximize protection during fabrication and shipment. Panel & Door /Construction All types shall be flush construction one inch thick. Panels and doors are reinforced and insulated with verticel hon- eycomb filler core with maximum 1 /z" (13 mm) cell size, cemented under pressure to steel sheets not less than 20 -ga. (0.934 mm) for panels, and 22 -ga. (0.778 mm) for doors, having formed edges interlocked under tension with special roll formed crown moulding, brazed, and ground smooth Standard arrangement, installation detail and colors Elevations ARDMORE BAYPORT & DREXEL VI in sr (147 cm)' i 12.00 cm)— lus Dura 1) , sr (145 cm) ) varies (147 cm) 17(30 cm) sr (145 cm) TS/Technical Support at corners. For added sound proofing the interior surface of pans are covered with special adhesive. Pilaster /Construction ARDMORE, BAYPORT AND DREXEL PILASTERS shall be 11/4" (32 mm) thick with 18 -ga. (1.245 mm) steel sheets con- structed and assembled in same manner as partitions and doors. Pilasters of all widths are insulated with full -size, dou- ble -faced filler cemented under pressure to steel sheets. ARDMORE PILASTERS shall be securely bolted in place to structural supporting members (overhead members drilled, tapped and installed by miscellaneous iron contractors) by means of two 3 /8" (9.5 mm) threaded studs and fastened to welded anchoring member in pilaster base with locking nuts. BAYPORT AND DREXEL PILASTERS shall be securely bolted in place to 3" (76 mm) min. thickness structural concrete floor by means of two 3 /8" (9.5 mm) threaded studs and fastened to welded anchoring member in pilaster base with locking nuts. CONCORD PILASTERS shall be 11/4" (32 mm) thick with 20- ga. (0.934 mm) steel sheets constructed and assembled in same manner as partitions and doors. Pilasters of all widths are insulated with full -size, double -faced filler cemented under pressure to steel sheets. Pilasters shall extend from floor to headrall and be firmly anchored in place at floor Floor /ceil'g. attachment details ARDMORE - cell'g attachment Wooden beam NOTE: structural steel unacceptable supports by others BAYPORT - floor attachment CONCORD - floor attachment lire Ilnoe 1 q �� (76 mm) c •wiraess steel him 1 pilaster (1.245 mm) honeycomb core 114'(32 1 8-cia pilaster (1.245 mm) stainless steel lam retainer clip NOTE: not for wooden floors taw plaster (0934 mm stainless steel trim lin. toor by means of bolts fastened to pilaster; leveling members providing for vertical adjustment. Headrail shall be anti -grip 16 -ga. (1.557 mm) 1" (25 mm) x 11/2" (38 mm) etched and anodized extruded aluminum overhead member extending full length of installation and firmly fastened through a 14 -ga. (1.984 mm) channel concealed within pilaster. ASTM -D2247 humidity exposure 400 hours minimum ASTM -B117 salt spray exposure 200 hours minimum ASTM -D822 80% min. gloss retention 150 hours minimum ASTM -3359 adhesion ASTM -D522 toughness of film ASTM -D1014 -D822 checking & cracking ASTM -D3363 film hardness (pencil) ASTM -D2794 impact/reverse & direct hit to 80 lbs. Typical floor plan Baked Enamel (Colors) 837 Bronze 916 Mint —la Bayport & Ardmore 903 Copper 911 Chocolate Finish 1. Galvanized zinc coating of .00015" (.00381 mm) thickness to prevent corrosion inside panel and increase service life on outside surface. 2. Bonderized phosphate coating to insure perfect adhesion and increase service life of finish. 3. Automatically degreased and phosphate coating applied to guarantee adhesion and further increase service life of finish. 4. Thermosetting Non Toxic rust inhibiting primer to insure additional corrosion resistance and guarantee intercoat adhesion. 5. Two separate finish coats of High Solid thermosetting, melamine modified high molecular weight polyester enamel, spray-applied, then cured at 350 F (171° C) to allow complete polymerization. The resulting finish has excellent durability and resistance to both acids and alkalis. Care and Maintenance Clean with a mild liquid soap, wipe and dry thoroughly Automotive wax may be used to bring back luster. Units must receive proper ventilation so that excess humidity can escape and not absorbed by the finish. We will not accept responsi- bility for product failure if the following agents are used for cleaning; abrasive powders or pads, water closet or ceramic tile cleaners, solutions containing more than 1% by volume of ammonia, acids or lye, and enzymes. 909 Seascape #12x1W #14x14' Shrug bracket 917 Sunshine 824 Surf 827 'twilight 906 Pagoda Color differences may exist between the printed colors shown and the actual colors on the product. NOTE: A combination of any two standard colors In any room can be furnished without extra charge. Special colors available. Typical horizontal section 1'(25 mm) 1'(25 tnnl 914 Forest tamper proof see bolt 919 Burgundy latch handle concealed latch 22•ga door (0 778 mm) 815 Azure 904 Sienna #12x1W f strike & keeper 20•ga (0934 mm) partition tamper wool sex bolt 902 Snowflake 823 Buff 836 Desert Sand 907 Midnight 20, or 18 pitaster (0 934, 1.245, mm) wall stirrup bracket honeycomb core 1' (25 mm) #14x14' pilaster stirrup bracket 10155 /ACU Buy Line 4089 918 Peppermint Pink 820 Beige 830 Black stay.krel door hinge 9 i Screens j \ R%tfiie i (parity as compailuteitt products TYPE PC TYPE B 12 TYPE PA TYPE D (not available in Stainless Steel) TYPE A / GOVT. TYPE D (3 Brackets) Entrance and Urinal Screens Styling to meet almost any requirement. Types, finishes and Steel, high pressure Plastic Laminate, Phenolic, and Solid a rainbow of colors to provide a wide range of handsome Plastic. combinations. Products in Baked Enamel, #30• Stainless DETAIL A. --- ; DOOR AND '. LOCKBAR ��� ]' • • I CHAIINIL FORMED , Loma t. FORMAtIONS AI toR SIX DOOR PROW LAMING t OF Oa DETAIL SHOWING C. SECTION OF LOCKER ATTACHMENT OF HINGE DETAIL D. SHOWING FULL LOOP HINGE ATTACHED TO DOOR AND FRAME c > �c i • ■ � � '. C y 7 w , 1 1 . ! DETAIL S. -- FORMED STEEL POSITIVE OWINEL LATCHING �� FRAME WITH •1 CONTINUOUS DEVICE DOOR STUKE SILENCER FRAME HOOK WEEDED FRAAE DOON SSOFSKO FRAME j ► y- 'Eli LOO/ HINGE FLANGED BACK AND SIDES ADJUSIABLE FRONT FEET FRAME HOOKS WITH RUBBER SILENCER REINFORCED EDGE RUBBER SILENCER RUBBER SILENCER FLANGED TOP /BOTTOM SHELF WITH ONE PIECE U PRIGHT SHEET L ONE PIECE BACK FLANGED ADJUSTABLE TOP /BOTTOM REAR LEGS tickers Republic understands the need for large inventories accessible to all markets of a broad range of popular locker types and sizes. Our Qwik Ship Lockers fulfill that need. Carried in plant and distributor inventory with all necessary parts in single cartons containing three wide locker groups or single lockers, they are ready to go to fulfill your urgent needs. Whether you have added employees to your plant, expect a sudden increase in your student population or simply need a few lockers for your small business, Republic and its broad distribution network are ready to Qwik Ship Lockers to you. All of the important quality features are embodied in QSL lockers to the same level you expect in our custom produced units. CONTINUOUS DOOR STRIKE RIGID CHANNEL FORMED DOOR FRAME STURDY ZINC DIE CAST HANDLE CHROMIUM PLATED POSITIVE PRE•LOCKING DEVICE IS-GAGE DOOR All lockers come with 6" legs and standard acces- sories as indicated can be added. Snap -in closed bases are available and our exclusive sloping top system can be furnished. You do not have to wait for production runs to get a complete installation. That's why we call our system Qwik Ship Lockers. All lockers are completely phosphatized In a five -stage system to inhibit corrosion and Increase the durability of applied enamel. All parts are finished with a heavy coat of baked -on enamel. Color Is our #83 Decorator Tan to blend harmoni- ously with any color scheme. 69 Single Tier Lo Most popular general purpose locker, height for hanging long coats, cloth( uniforms without wrinkling. Equipment: hat shelf 9' down (12' in width), coat hooks and padlock attach Lockers 18" or more in width also have rod. Single Tier One Wide Package Size xe Part N D 66" H 78" H 12" x 12" 753521 753611 -- -11.12" x 15" 753531 753621 12" x 18" 753541 753631 15" x 18" 753561 753651 18" x 18" N.A. 753661 The double tier locker is desirable for use where many people are to be accommo- dated in a limited space. Especially popular for gymnasium and racquet sports locker rooms and anywhere full length clothing will not be stored. Equipment: coat hooks and padlock attach- ment. Double Tier One Wide Package Size 66 "H Part 12" x 12" 12" x 15" 12" x 18" 15 " 18" 70 753701 N. A. N. A. N. A. 753751 753761 753771 753791 Three Wide Package Size D 66"11 art No. H " 12" x 12' 12" x 15" 12" x 18" 15" x 18" 18" x 18" 753523 753533 753543 753563 N. A. 12" x 12" 753703 12" x 15" N.A. 12" x 18" N.A. 15" x 18" N.A. 753613 753623 753633 753653 753663 Three Wide Package WxD 66 "11 78 "H 753753 753763 753773 753793 Box Lockers Personal storage for small Items, athletic clothing, shoes, etc. Commonly used In school locker rooms in conjunction with dou- ble or single tier lockers whereby permanent storage of gym clothing Is in box locker and street clothing is placed in the larger locker for the duration of the class. Also has many industrial and club applications. Equipment: combination padlock attachment and lock strike, Five High Box One Wide Package Size Part No. W x D 66 "H 78 "H 12" x 12" 12" x 15" 753601 N. A. 753811 N.A. Six High Box One Wide Package Size Part No. WxD 66" H 78" H 12" x 12" 12" x 15" 12" x 18" N.A. N. A. N. A. 1 753881 753891 753901 Three Wide Package Size WxD 12" x 12" 12" x 15" Size WxD 12" x 12" 12' x 15" 12" x 18" 66 H N 78 H " " 753803 N.A. 753813 N.A. Three Wide Package Part No. 66 "H 78"H N.A. 753583 N.A. 753893 N.A. 753333 SAMSON '- DECORLINE M(TAL I' ROM( :TS. INC.. ' General Description: Decorline Series cabinets are the most economical means to recess cabinet into a finished wall. They are ideal for multiple unit dwellings, hotels & motels, where a recessed cabinet is desired at a modest cost. Finish is Silver grey hammertone baked enamel. Other colors available on request. These sizes available only in steel. "TD" & "XD" models feature doors with full length piano hinge & hasp for padlock. For rough in wall opening add 1" to A and B dimensions. Model 928 -X is an extension frame to attach into existing wall opening. Ideal for converting old soda acid open tubs into break glass unit. MODEL A B --iv *924T 9 24 *924TD 9 24 *928X 9 28 *928XD 9 28 *Patented 1028T4 is semi - recessed DIMENSIONS C D E ---�• *818T 8 18 5' 11 21 *818TD 8 18 5 11 21 5 121/2 27 5 12 27 *1028T 10 28 8% 13 31 *1028TD 10 28 8 131/2 31 4 12 31 1 2 4 12 31 1 2 WALL RECOMMENDED EXTINGUISHER F G RECESS 2 3/ 4" wall 2 3 4" wall 2 3 4" wall *1028T4 101/2 28 8'/a 131/2 31 4% 3 4" wall *1028T4D 10% 28 81 13% 31 4 3% 4" wall CAPACITY C Most 2'/2 & 5 lb. dry chemical 21/2 & 5 lb. halon 2 3 4" wall Most 6 & 10 lb. dry chemical 9,13 lb. halon, 5,10 lb. CO 928 -X 2 6 6" wall Most 2 gal pressurized water 2 6 6" wall 17, 20 lb. halon, 15 lb. CO2 3 Model No. Nominal Capacity Shipping Weight Cylinder Diameter Overall Height Overall Width UL Rating CD 5 5 lbs. 15'/4 lbs. 5 in. 18% in. 81/4 in. 5•B:C CD10. 10 lbs. 30 lbs. 7 In. 281/2 in, 12 in. 10•B:C CD15 15 lbs. 41 lbs. 7 in. 30 in. 14 In. 10•B:C CD20 20 lbs. 53 lbs. 8 In. 30 in. 14 In. 10•B:C Model Nominal No.' + Capacity Shipping Weight Cylinder Diameter Overall . Height •• Overall ( Width UL ' ) Rating PW2' /2 12'/2 gal. 8 lbs. i 7 in. 241/2 In. 9 in. 2A MP6 H13 MP10 MP20 H17 Des DC10 DC20 H2O Ill-purpose, regular dry chemical and Halon units feature: Heavy duty beet cylinders • Rugged metal valves and siphon tubes • Replaceable d valve stem seals • Corrosion and Impact resistant polyester /epoxy Inish • Pull pin-upright squeeze grip operation • Approved to — 65'F. or Halon) • Non-toxic • Pressure Gauges • Contact factory if non- cylinders are required. • 304•L stainless steel cylinders with butt welded, crevice free, corrosion resistant construction • Heavy duty brass chrome plated valve • Replaceable molded valve stem seals • Safety lock pull pins • Easy upright squeeze grip operation • Pressure Gauge. •—i6 Shipping Weight 5' lbs. 9 lbs. 12'/ lbs. 17 lbs. 38 lbs. Model No.' MP2' /2 MP5 MP6 MP10 MP20 Cylinder Diameter 3 In. 4'/4 in. 5 in. 5% In. 7 in. DC2' /r DC5 . 006 DC10 DC20 Nominal Capacity 2' /z lbs. 5 lbs. 6 lbs. 10 lbs. 20 lbs. 2' /a lbs. 5 lbs. H 2'/2 H5 H9 H13 H17 H2O 5' /a lbs. 10 lbs. 2'/2 lbs. 5 lbs. 9 lbs. 13 lbs. 17 lbs. 20 lbs. 6 lbs. 10 lbs. 20 lbs. 5 lbs. 9 lbs. 16 lbs. 21 lbs. 35 lbs. 38'/2 lbs. 3 in, 4 in. 12'/4 lbs. 18 lbs. 38 lbs. 5 in. 5% in. 7 In. Overall Height 15'/2 in. 16'/4 in. 16 in. Overall Width 3.7/8 In. 7'/ in. 7 in. 7 in. 10 in, 21 in. 24 in. 15 in. 16 in. 16 In. 21 in. 24 in. 3.7/8 In. 7'/4 in. 8' /z in. 8'/2 in. 10 in. 14.3/8 In. 16 in. 21 in. 21 in. 24 In. 24 in. 4'/2 In. 6 in. 9 in. 9 . in, 10 In. 10 in, PW SERIES Pressurized Water CD SERIES Carbon Dioxide UL Rating 1A -10B:C 2A•10B:C 3A•406:C 4A -60B:C 20A•120B:C 10B:C 40B:C 40B:C 40B:C 120B:C 3 in. 4'/4 in. 5% In. 5% in. 7 in. 7 in. 5B:C 10B:C 1A•10B:C- 2A•40B:C 3A•80B:C 4A-808:C This unit is ideally suited for all Industrial and commercial applications, where easy to use, positive on-oft operation is important. Water Is used as the extinguishing agent, making It highly effective on deep seated Class A fires. (shipped empty) These units contain liquid carbon dioxide under pressure. It is discharged as a white cloud of "snow ", which effectively smothers a lire. Carbon dioxide is a clean, non-conductor of electricity for Class B and C fires. All mu DOT s moide paint f ( -40•F ferrou P Larsetes FIRE EXTINGUISHERS MP SERIES Multi - Purpose Dry Chemical CD5 MP5 H5 H9 DC5 CD10 CD16 These units contain specially fluidized and siliconized mono amonium phosphate powder which smothers and breaks the chain reaction on Class B fires, fuses and insulates Class A fires, and is a nonconductor of electricity. DC SERIES Regular Dry Chemical Those units contain specially siliconized sodium bicarbonate powder with free flowing and non - caking additives, suitable for fires in flammable liquids, and energized electrical equipment. Ideal for heavy industrial use, kitchens, and garages. H SERIES Halon 1211 Halon 1211 is a liquified gas, pressurized with nitrogen, which discharges as a vapor at high nozzle velocity. It is a clean fire extinguishing agent that leaves no residue, minimizes cold or static shock to electrical equipment, and will not impair visibility. It is two to three times more effective than carbon dioxide and Is the perfect portable fire protection for data processing equipment and tape and film storage rooms. tit CD20 CLASS A FIRES Paper, wood, cloth, etc. Where quenching by water or Insulating by general purpose dry chemical Is effective. CLASS B FIRES • O -ring seal, straight thread brass valve fits all sizes • Up to 30% lighter • Absolutely rust free aluminum cylinders Burning liquids (Gasoline, oils, cooking fats, etc.) where smothering action Is required. CLASS CO FIRES Fire In live electrical equipment (Motors, switches, appliances, etc.) Where a non- conductive extinguishing agent is required. 4 All fire extinguishers are equipped with the Manufacturer's Standard Wall Bracket. Larsen's "8" Series Wall Brackets are Illustrated on Page 20 and are available at additional cost. ■ J ANITORIAL ACCESSORIES 42 j 1308A 1308A Shelf Utility Hook and Mop Strip Fabricated of 18 gauge type 304L stainless steel with a #4 satin finish and rubber mop holders. 34" W x 15 H x 8" D (3 mop holders/4 rag and towel hooks 1308B 44" W x 15 H x 8" D (4 mop holders/5 rag and towel hooks 1308C 55" W x 15 H x 8" 0 (5 mop holders/6 rag and towel hooks 8215A Mop Racks Formed channel fabricated of 20 gauge, type 304L stainless steel with a #4 satin finish. Projects 3 from wall. 26" with three holders. 8215B 36" with four holders 8215C 46" with five holders 82150 56" with six holders 0796 Series (not shown) s 1 ilar to 8215 Series, but 6" with four holders 0796C 46" with five holders 0796D 56" with six holders 1315 Utility Shelf with Mop Holder and Rag Hooks Fabricated of 18 gauge, type 304L stainless steel with a #4 satin finish. 8" deep shelf available as follows: 30" with three holflers and two hooks 1316 36" with four holders and three hooks 1317 42" with five holders and four hooks 1318 48" with six holders and five hooks 1307A Utility Hook Strip Fabricated of 20 gauge, type 304L stainless steel with a #4 satin finish. Edges returning 1 /2" to the wall. 26" with three hooks 1307B 36" with four hooks 1307C 46" with five hooks 3000 Series — 1" o.d. - 3100 Series —1'/4 "o.d. 8200 Series —11" o.d. • I STAINLESS STEEL GRAB BARS Specifications: All Grab Bars are fabricated of 18 gauge type 304L stainless steel tubing. Bars are heliarc welded to 11 gauge stainless steel flange Each bar will withstand a force in excess of 900 lbs. Concealed mounted flanges are 1 /2" deep, 3" diameter and shall secure to a 13 gauge concealed tenon plate with 3 stainless steel set screws. Exposed mounting flanges are 1 /8" thick, 3" diameter and shall have 3 countersunk screw holes. All bars have a stan- dard wall projection of 1 ". NOTE: For a non-slip gripping surface specify the suffix "P' Specifying Notes: When spec grab bars insert the configuration numbers on pages 36 and 37 into the double zeros at the end of the grab bar series number. Example: A 1 concealed 24" x 24" horizontal grab bar has a model number — 3242. When a special size is needed add suffix "M" plus the size. Example: A 1 concealed 24" x 36" horizontal grab bar has a model number 3242 M2436. Safety Grip 3000 P Series (Peened) —1" o.d. 3100 P Series (Peened) — 1'/4" o.d. 3200 P Series (Peened) —1'/a" o.d. 3400 P Series (Peened) — 11/4" o.d. 3500 P Series (Peened) — 1' /2' o.d. I Exposed Mounting 3400 Series —1'/4" o.d. 3500 Series —1'/s" o.d. 10800 /AMJ BuyLine 0002 0620 Stainless Steel Cha el Frame Mirror One Piece channel f :me fabricated of 20 au e stainless £. ith corners mitred to a h l e' a irr• In Its on a concealed wall hanger and loc in place with theft resistant screw. See chart for standard stock sizes, 0625 Stainless Steel Channel Frame Mirror with Shelf. Similar to 0620, but with shelf of 18 gauge stainless steel with all edges returned and hemmed for maximum rigidity and safety Shelf is welded to face frame and is 5" wide. See chart for standard stock sizes. O600TA Adjustable Tilt Frame — Handicapped Tilt Mirror Designed to provide easy visibility for wheel chair patients. Frame fabricated entirely of 18 gauge stainless steel with corners welded and ground smooth, Tilts a full 7" with bottom mounted on full stainless steel piano hinge. Standard Sizes: O600TA - 16" x 24" O600TA - 16 x 30 0535 Handicapped Tilt Mirror Offers visibility for wheelchair patients. Frame fabricated of 20 gauge stainless steel with a satin finish. Mirror is tapered from 41/2" at top to 1 at bottom. Size: 16" wide x 30" high. Standard sizes: 0535 16" x 30" 0535A Size: 18" wide x 36" high. 10800/AMJ BuyLine 0002 8251 Frameless Stainless Steel Mirrors Fabricated of . 430 bright annealed stainless steel with a 1/4" return. Provided with 1 /4" thick concealed tempered masonite backing and (4) mounting holes. Installer shall provide mounting screws to suit individual field conditions. Standard Sizes: 16" x 20" through 48" x 24" 107 Stainless Steel Security Mirror with Rounded Corners Mirror fabricated of one piece 18 gauge type 304 mirror polished stainless steel. Unit provided with 6 mounting holes for fasteners supplied by others. Overall Size: 12" x 16" x 1 /4" 29 AS I SOAP DISPENSERS American Specialties, Inc. has merged with and combined the product lines of the leading soap dispenser manufacturers, American Dispenser and Moore Dispenser, and utilized their years of experience to pro- duce one quality line of dispensers. All the products shown on these pages are now manufactured by ASI and tested to assure quality unequaled in the washroom accessory industry. Recent development of higher vis- cosity liquid synthetic and lotion soaps has led ASI to design the 'All Purpose" dispenser. All push in type valves dis- pense these soaps without fear of cor- rosive breakdown. The "BasinNanity" mounted push down dispenser model #0330 also dispenses higher viscosity liquids, as well as liquid hand soap. Designed for heavy traffic use, metal parts of piston, spout and valve are fabricated of stainless steel with a brass bell escutcheon that easily screws open for filling unit from top of vanity. The traditional American Dispenser Likiwidurn — ASI #0351 completes this line with a product that has dis- pensed soap for more than 20 years without a problem. When specifying soap dispensers, remember ASI is the truly experienced manufacturer. 24 V-320 All Purpose Liquid Soap Valve Contains internal parts fabricated of ABS plastic that are non - corrosive to soaps, lotions and detergents. but soap 0342 Surface Mounted H Dispenser S - inless steel with a I purpose liq 'd s nbreakable -. a 0328 Lay -Basin Soap Dispenser For mounting thro lavatory or counte Capacity: 16 fluid ounces Spout Length: 4" Shank: Adjustable from 0" to 4" Countertop Cutout: 1" diameter Optional — "C" - 21 ounce stainless steel globe "E" - 32 ounce polyethylene globe "D" 6" spout "64" 1" spacer 03 0330 All- Purpose Lay -Basin Soap Dispenser 'miler 0328, •u ispans`••- hi v ds and lotions. Spout plunger and bell escutcheon entirely fabricated of stainless steel. Spout Length: 4" Capacity: 32 ounces polyethylene globe "D -6" spout 0331 Same as above but with 16 ounce poly - ethycene globe. ti izontal Liquid Soap 4 satin finish, Contains p valve. window fluid ounces ze: 8' /a" x 4 x 3" 0342A Similar to 0342, but dispenses liquid soap in lather form. 0343 Surface Mounted Vertical Liquid Soap Dispenser Stainless steel with a #4 satin finish. Contains an all purpose liquid soap valve. Unbreakable refill window. 0343A Similar to 0343, but dispenses liquid soap in lather form. AS 0210 Paper Dispen SURFACE MOUNTED PAPER TOWEL II DISPENSERS AND DISPOSALS wel Dispenser s 400 C -fold or 525 Multi -fold paper ody of 22 gauge stainless steel with No. 4 satin finish back of 20 gauge stainless steel. Fitted with tumbler lock and heavy duty stainless steel piano hinge. Overall size: 11" x 14 x 4" 0215 Towel Dispenser — Petite Same as 0210, but reduced capacity for low traffic areas. Dispenses one pack of C -fold or multi -fold paper towels. Overall Size: 11" x 8" x 4" 22 0245 -SS Paper Towel Dispenser Dispenses 400 single -fold paper towel, entire unit fabricated of 22 gauge stainless steel. Overall Size: 11 x 6 x 5 5210 Paper towel and "Soap Gun" Dispenser Body of 18 gauge stainless steel and back of 20 gauge heavy duty stainless steel with 04 satin finish. Fitted with tumbler lock and heavy duty stainless steel stop hinge, Holds 2 disposable soap cartridges which dispense 1,500 washings each, and 400 C -fold or 525 Multi -fold paper towels. Overall Size: 15 x 16" x 4" Option: "A" Polished plate glass mirror in stainless steel frame mounted on face of door, 0827 Waste Receptacle Fabricated of type 304 -L 22 gauge stainless steel with satin finish, Top and bottom edges hemmed for safety. Capacity: 2 gallon Overall Size: 10 x 9" x 4 0828 Waste Receptacle Fabricated of type 304 -L 22 gauge stainless steel with satin finish. Top and bottom edges hemmed for safety. Capacity: 7 gallon Overall Size: 14" z 17" x 6" 0825 Waste Receptacle Fabricated of type 304 -L 22 gauge stainless steel with satin finish. Top and bottom edges hemmed for safety. Capacity: 21 gallons Overall Size: 15 x 21 x 11 0829 Corner Waste Receptacle • Fabricated of type 304 -L 22 gauge stainless steel with satin finish. Top and bottom edges hemmed for safety. Capacity 13 gallons Overall Size: 15" x 23" x 141/2 1 0002 -SM Paper Cup Dispenser Dispenses 100 flat bottom pleated -type paper cups. Adjust- able for 3 ounce thru 6 oz, cups. Overall Size: 3" Dia. x 15" 0812 Free Standing Swing Top Waste Receptacle Constructed of type 304L, 22 gauge stainless steel with satin finish. Receptacle provided with vinyl wall bumper and bottom edging. Capacity: 25 gallons Overall Size: 14" x 37" x 14" � ■ I TOILET PAPER DISPENSERS 0021 Surface Mounted Dual Roll Toilet Tissue Dispenser Stainless Steel Holds two rolls of standard or 1800 sheet toilet tissue rolls. Extra roll automatically drops in place after bottom roll is used up. Tumbler lock on door provides theft resistance. Overall Size: 6" x 11Y4" x 6" 0028 Recessed Dual Roll Toilet Tissue Dispenser Stainless Steel Holds two rolls of standard or 1800 sheet toilet tissue. Extra roll automatically drops into place when first roll has been used up. Provided with flange for recess mounting. Overall Size: 7 x 13" x 6" all Opening: 61/4" x 111" x 3%" sV 0029 Dual Access Partition Mounted Dual Roll Toilet Tissue Dispenser Stainless Steel Same function as 0028, but serves two toilet compartments by mounting in partition. Dispenses 4 standard or 1,800 sheet toilet tissue rolls. Adjustable to ac- commodate partitions from 1 /2" to 1 thick. Overall Size: 13 x 13" x 8 /8" Partition Cutout: 11 x 11 Parnw4.:2444i 0263-1 Single Surface Mounted Toilet Tissue Dispenser Aluminum Satin finished cast aluminum provided with ABS thermoplastic rocking action spindle equipped with a spring lock detachable by a concealed release pin. Accommodates all standard core roll tissue, up to 6" diameter. Overall Size: 6s /e" x 1 x 4" 0264 -1 Double rface Mounted Toilet Tissue Dispense Aluminum ila • 0263-1, but accommodates 2 scan • and core tissue rolls, up to 6" diameter. Overall Size: 13" x 1 x 4" NOTE: For vandal resistant spindle locked into place by a concealed set screw specify suffix '2"1E-026412. 7305 Single Surface Mounted Toilet Tissue Holder Stainless Steel Ideal for motel, hotel and residential baths. Fabricated entirely of type 304L 18-8 alloy stainless steel. Heavy gauge concealed bracket mounts on wall secured by means of stainless steel set screw. Add suffix 'S" for satin or 'B" for bright polish finish. 7305-2 Double Surface Mounted Toilet Tissue Holder Stainless Steel Similar to 7305 but includes capacity for two standard core tissue rolls. i0262 ';Surface Mounted ''Folded Toilet Tissue Cabinet Satin finish dispenser is provided with :tumbler lock and view slot. Unit accommodates 1,300 ::;single or double fold toilet tissues. Overall Size: 4 x 8 x 3" 0266 Vandal -Proof Hood Hood for use with toilet tissue holder 0263 -1 (purchased separately). 14 gauge satin finish stainless steel. Overall Size: 7Y " x 7 x 6V2" 0267 Similar to 0266 but for use with double toilet tissue holder 0264-1 (purchased separately). Overall Size: 14ya" x 7 x 6 10800 /AMJ BuyLine 0002 0710 Single Surface Mounted Toilet Tissue Holder Chrome Plated Steel Provided with pilfer -proof locking device and mechanism to prevent free spooling. Highly polished finish. Dispenses one standard or 1800 sheet toilet tissue roll. Overall Size: 6" x 2 x 41/4" 0715 Double Surface Mounted Toilet Tissue Holder Chrome Plated Steel Similar to 0710, but dispenses 2 standard or 1800 sheet toilet tissue rolls. Overall Size: 11" x 2 x 41/4" 0697GAL Stainless Steel Shelf and Toilet Tissue Holder Double Dispenser, shelf 18 gauge, type 304 stainless steel, satin finish with front edge hemmed. Holds two 1800 sheet toilet tissue rolls. Overall Size: 18" x 5" 0697GL Single Dispenser Similar to 0697GAL, but holds one 1800 sheet toil t tissue. Ovdrall Size: 16" x 5" 0697GA Double Dispenser with Ashtray Similar to 0697GAL, includes ashtray permanently attached to shelf; theft resistant Flips over for easy emptying. Double roll holds two 1800 toilet tissue rolls. Overall Size: 18" x 5" 0697G Single Dispenser with ashtray similar to 0697GA, but holds one 1800 toilet tissue roll. Overall Size: 16" x 5" 21 I 1 1s: COMBINATION UNITS SEAT COVER, NAPKIN II DISPOSAL, TOILET PAPER DISPENSER Specification Combination Toilet Compartment Units shall be fabricated of 22 gauge, Type 304L stainless steel with a #4 satin finish. Face trim is one piece construction with no mitres or welding, 1" wide and re- turning 1 /4" to partition or wall. Doors shall be fabricated of 18 gauge stainless steel concealing all spot welds and seams, locked to allow toilet paper holders to be theft resistant. Doors to be mounted to cabinets on a full length 3/16" diameter stainless steel hinge. NOTE: For handicapped stall - installation specify suffix "HC" for dual access units ONLY. 0485 Recessed Seat Cover and Toilet Tissue Dispenser Companion to 0484 for end stall installation. Dispenses 2 standard or 1000 sheet toilet tissue rolls and 1000 paper toilet seat covers. Overall Size: 17 x 30 x 4 Wall Opening: 15 x 29" x 41/4" 0484 Dual Access Seat Cover and Toilet Tissue Dispenser For mounting in partition of toilet compartment. Ideal for handicapped. Provided with adjustable flange to accommodate partitions from 3 /4" to 3" thick. Dispenses 4 standard or 1000 sheet toilet tissue rolls and 1000 paper towel seat covers. Overall Size: 17 x 301/2" x 4 Partition cutout: 15/4" x 29 Standard Mounting Height: 60" from floor to top of unit. 20 Ity%nw 04813 Dual Access Toilet Tissue Dispenser wi Napkin Disposal Dispenses 4 standard or 1000 sheet toilet tissue rolls. Self - closing door covers napkin disposal opening. Provided with adjustable flange to accommodate partitions from 3 /4" to 3" thick. Overall Size: 17 x 19 x4 Partition Cutout: 154" x 18 Standard Mounting Height: 49" from floor to top of unit. 04823 Recessed Toilet Tissue Dispenser with Napkin Disposal Companion to 04813 for end stall installation. Dispenses 2 standard or 1,000 sheet toilet tissue rolls. Overall Size: 17 x 19 x 4 Wall Opening: 15 x 18" x 4 29 .•__ 41/4 „..111/4• 0482 Recessed Seat Cover and Toilet Tissue Dispenser with Napkin Disposal Dispenses 2 standard or 1000 sheet toilet tissue rolls and 1000 paper toilet seat covers. Self - dosing doors covers napkin disposal opening. Overall Size: 17 x 30 x 4 Wall Opening: 15 x 29" x 4 Standard Mounting Height: 60" from floor to top of unit. 0481 Dual Access Seat Cover and Toilet Tissue Dispenser Dispenses 4 standard or 1000 sheet toilet tissue rolls and 1000 paper toilet seat covers Provided with adjustable flange to accommodate partitions from 3 /4" to 3 ". Overall Size: 17 x 30 x 41/4" Partition Cutout: 15 x 29'/a" I #09 1x44• 11W 1 Vie an oiiet Seat Cover4yspenser stalls in back wall of toilet compartment. Capacity: 500 paper oilet seat covers rall Size: 1 • " 12 x 2%" II Op • r ng• 5 x 11 x 2%" Sta • • r. .unting Height: 48" from floor to bottom o unit. 0477SM Surface Mounted Toilet Seat Cover Dispenser Dispenses 250 paper seat covers. Overall Size: 15 x 11" x 17/8" 1 4 0864 Surface Mounted Dual Napkin/Tampon Dispenser Vendor includes two dispensing mechanisms, one for 27 tampons, the other for 30 feminine napkins. Individual locks supplied for door & coin box with separate keys for maximum security. Overall Size: 11 x 26 x 6 0471 Recessed Feminine Napkin Disposal Entire unit is fabricated of 22 gauge type 304L stainless steel. Disposal is completely enclosed and locks to back of cabinet by means of stainless steel clips. Overall Size: 10 x 19 x 4 Wall Opening: 9 /e" x 18 x 4 Standard Mounting Height: 32" to top of unit 154,' 0473 Recessed Feminine Napkin Disposal Entire unit is fabricated of 22 gauge type 304L stainless steel. Disposal is completely enclosed and locks to back of cabinet by means of stainless steel clips. Overall Size: 12 x 17 x 4 Wall Opening: 11 x 15 x 4 Standard Mounting Height: 34" to top of uni 0472 Partition Mounted Dual Access Feminine Napkin Disposal Unit serves two compartments mounting in toilet partitions. Receptacle removable from one side of r servicing and locks to back of cabinet by means of stainless steel clips. Self- closing doors on each side are mounted to cabinet with heavy duty full length piano hinge. Overall Size: 13" x 17 x 4" Partition Cut -out: 11 x 15 /e" Standard Mounting Height: 34" to top of unit 0852 Surface Mounted F Disposal Unit fabricated entir stainless ste. SI.. piano hinge : • tra ' door >t" 10800 /AMJ BuyLine 0002 minine Napkin y of 22 gauge type 304L ing cover has full length handles for easy use. Lower s hidden stainless steel, spring , self catching lock. - Overall Size: 9 x 11" x 4 0852 -SH Surface Mounted Feminine Napkin Disposal With Shelf Similar to 0852, but provided with 16 gauge stainless steel removable utility shelf Overall Size: 16 x 11" x 4 SPECIFYING NOTES: When wall depths are not sufficient for reces- sing cabinet use the following suffixes: "SR2 " -2" stainless steel collar for Semi- Recessing Cabinet 2" out from finished wall "SR4 "-4" stainless steel collar for Semi - Recessing Cabinet 4" out from finished wall "SM" -Full collar for Surface Mounting. 17 II qj% SANITARY FEMININE NAPKIN/TAMPON DISPENSERS & DISPOSALS Specification: Feminine NapkinTampon Vendors, Doors shall be fabricated of 18 gauge type 304 -L 18 -8 alloy stainless steel, Doors shall be attached to 18 gauge cabinet body by means of a 3/16" diameter full length stainless steel piano hinge. Doors shall be equipped with two tumbler locks keyed alike to other ASI cabinet doors, Vendors shall c bine separate dispensing mechan'- s for napkin and tampons. Internal oin box shall have tumbler lock k v d separately from door for maxi urn security. All napkin disposals shall be fabrica entirely of 22 gauge type 304 -L stain- less steel with flanges returned 1/4" for maximum rigidity. Receptacle shall be held in place by a concealed locking device and removable for servicing with a recessed finger pull. NOTE: NapkiniTampon Vendors available for FREE, 50 100, 250 or 500 operation. Specify as a suffix when ordering. 16 0468 Recessed Dual N : ; ki' /Tampon Dispenser Fully recessed model i eludes two dispensing echanisms, •.*e for . tampons, the other for 30 =minine p ndividual locks supplied for • . r coin box with separate keys for mum security. Overall Size: 171/4" x 271/4" x 61/2" Wall Opening: 16" x 26" x 61/4" Standard Mounting Height: 76" to top of unit. NEW 04684 Similar to 0468 but designed for 4" wall. Dispenses 15 napkins and 23 tampons. Overall Size: 171/4" x 271/4" x 41/2" Wall Opening: 16" x 26" x 41/4" 0464 Recessed Dual Napkin/Tampon Dispenser Recessed vendor includes two dispensing mechanisms, one for 27 tampons, the other for 30 feminine napkins. Individual locks supplied for door & coin box with separate keys for max- imum security. Flange is adjustable from 1" to 6" depths. Overall Size: 13 x 28'/ x 6 Wall Opening: 12'/2" x 26 x 1" -6" Standard Mounting Height: 76" to top of unit. NEW 15'/,• 04684 TM Recessed Dual Napkin/Tampon Dispenser and Disposal Ideal for small washrooms with single compartments. Unit combines two dispensers and a self - closing removable disposable. Disposable can be emptied without opening dispenser unit. Dispenses 15 napkins, 23 tampon Overall Size: 17 x 43 x 4 Wall Opening: 16" x 42" x 04" Standard Mounting Height: 76" to top of unit, 34,. 04692 Roll Paper Towel Dispenser and Disposal Provided with roll paper towel mechanism with automatic towel transfer and variable stroke lever. Capacity: One 8" or 9" wide standard core roll, 800 feet long. 16 gallon waste receptacle. Overall Size: 17 x 56" x 10 Wall Opening: 15 x 54 x 10 Standard Mounting Height: 16" from floor to bottom of unit. 64• I T 4s• 10• 04522 Roll Paper Towel Dispenser Similar to above, but without disposal. Overall Size: 17 x 30 x 10 Wall Opening: 15 x 29" x 10 171 ee• 0453 Paper Towel Disposal Self-closing panel carers the disposal opening. Capacity: 10.5 gallons Overall Size: 14 x 49" x 6 Wall Opening: 12 x 47 x 6 Standard Mounting Height: 4" from floor to bottom of unit. NEW 046924 Roll Paper Towel Dispenser and Disposal Similar to 04692, designed for use in 4" wall. Wall Opening: 15 x 54 x 4 Standard Mounting Height: 16" from floor to bottom of unit 045224 Roll Paper Towel Dispenser Similar to above, but without disposal. Wall Opening: 15 x 29" x 4 0459 Paper Towel Disposal Self-dosing panel covers the disposal opening. Capacity: 4 gallons Overall Size: 14 x 28" x 4 Wall Opening: 12 x 26 x 4 Standard Mounting Height: 50" to top of unit. 17V 4• 0469 Paper Towel Dispenser • and Disposal Dispenses 600 C•Fol or 800 Multi-Fold t• =ls. 10800 /AMJ BuyLine 0002 16� Capacity: 13 gallon Overall Size: 17 x 56" x 4 Wall Opening: 15 x 54 x 4 Standard Mounting Height: 16" from floor to bottom of unit. Optional Equipment: "A "— Mirrored Door, "BL" —Large (19 gallons) capacity waste, projects 8" from unit 04697 Similar to above with waste can projecting 1/2". Wall Opening: 15 x 54 x 7 0458 Semi - Recessed Waste Receptacle( Stainless steel container locks into cabinet Overall Size: 17 x 30 x (see table) Wall Opening: 15 x 29" x (see table) Standard Mounting Height: 4" from floor to bottom of unit. For covered waste option, add suffix T to Model if below. Number Projection Recess Gallons 0458 4" 4" 13 0458A 6" 2" 13 0458X 4" 8" 19 0458AX 6" 6" 19 0458CX 1 /2" 71/2" 13 0458DX 8" 4" 19 15 e Levolor Differenc When you specify Levolor window treatment systems you're specifying 75 years of experience an quality— quality in design, and quality in craftsmanship. ; It's that 'devotion to quality that makes all the difference, and you can see it in every window system . product we make. Riviera® Blind Guardian Titter:" A Levolor exclusive. Featuring a slip clutch that prevents damage due to over - tilting, and an enclosed worm and gear tilting mechanism to prevent slat drift from lected angle. Finish. Over 300 finishes. No limit to custom colors. Our unique two -step baking process bonds coating to aluminum slats —and assures a deep, rich finish that can stand up to abuse year after year, without fading or discoloring. Slats. High- magnesium aluminum alloy. Formed to concave /convex shape and supported by polyester braided ladders or plastic tape. Tilton.' Tiltor. Levoior offers this unique feature which predetermines limits to which slats can be tilted. Helps ensure ventilation and a uniform building appearance. Installation Brackets. Made from Tomlzed° steel with riveted locking cover. Finish matches head channel. Intermedi- ate brackets are supplied where required for addi- tional support. Bottom Rail. Roll- formed from Tomized steel. With molded plastic end caps color - coordinated to blind finish. Protects window sills from chipping and scraping. Ladders. The Industry standard In ladder design. Levolor ladders are color- coordinated for a uniform look, and Tiltone blind ladders are dyed two dif- ferent colors to match slats. Braided ladder supports slats straight, parallel, and ensures they are equally spaced for proper tilt control and closure of slats. WINDOW - TREATMENT SYSTEMS 10 - Head Channel. Head channel is roll - formed into U- shaped channel with flanged edges to insure maximum strength and durability. All operating hardware is chemically pre- treated and galvanized for corrosion resistance. The coating Is cured at high temperature and the head channel is roil - formed after coating. Hardware enclosed In metal head. Both end braces have adjustable tabs. To guarantee smooth performance and easy operation, components are machine- clinched. All components are fabricated by the most advanced manufacturing techniques to the most precise specifications. Pull Cord. Braided of high- strength polyester fiber for minimum stretch, maximum strength, a- brasion resistance and flexibility. Crashproof cord lock ensures slats remain fixed. Top -Lok Cord Lock. Enhances the exterior appearance of buildings by keeping all blinds in a uniform "up" or "down" position. Supplied with a standard pull ring. .. •� na1 Over 75 years of experience and expertise is . evident in every horizontal blind we make Whether youchoose sturdy aluminum or classic wood, Levolor horizontal blinds add a sleek look to any window. And when you specify Levolor horizontal blinds, yyou receive a greater color selection than with'any other product line. Select from over 300 . dazzling colors and metallic finishes. Or, submit your own color sample and we' 1 ate -it wit . ur own custom color capa- • sties. Levolor® W' (15 Micro Blind The slim choice tion Available eat 'ng the ex 0 Riviera® ating small window situa -, ver 70 decorator colors, and sive Vogue"' valance as an Standard: ■ ' /Z" (15mm) wide slats a Near - invisible braided ladder • Over 70 colors • Guardian Tilter" and transparent Magic Wand® Control ■ Crashproof cord lock Options: Projection Brackets, Fixed Height Lift Cord, Hold - Down Brackets, Pull Ring, Multiple Blind on One Head, Multi- Colored (Striping), Pocket Installation Brackets, TiltoneTM Colors and Tilter, Tbp -Lok® Cord Lock, Vogue Valance (See options chart on page 31.) Special Applications: A- Frame, Bay Window, Inverted A- Frame, Tapered, Inclined, Cutouts, Circular, Arch, Tiveen Glass Blind® Dimensions: • Slats -15mm (actually .590" ± .003 ") wide Head channel - .025" thick x %" high x 1 wide. IN Bottom rail— .031" thick Tbniized® steel ■ Maximum distance between ladder and end of slats -4/2" • Maximum distance between braided ladders -12" THE LEVOLOR TREATMENT r - 11 25mm) Riviera ® B1in Levolor's most popular horizontal blind -and for good reasons. Starting with over 300 dazzling colors. Also featuring Levolor's Guardian Tilter, and the exclusive Vogue valance as an option. Standard: • 1" (25mm) wide slats • Near - invisible braided ladder • More than 300 colors • Guardian Tilter and transparent Magic Wand Control • Crashproof cord lock ■ Options: Projection Brackets, Cord Tilter, DefinitionTM Edging, Head Cover Dust Cover), Fixed Height Lift Cord, Hi -Lo, Hold-Down Brackets, Pinlight Magic Pull Ring, Motorized Tilt, Multiple Blind on One Head, Multi- Colored (Striping), Pocket Installation Bracket, Tiltone Colors and Tilter, Tb -Lok Cord Lock, Valance, Vogue Valance (See options chart on page 31.) Special Applications: A- Frame, Bay Windows, Inverted A- Frame Tapered, Inclined, Cutouts, Circular, Arch, Skylighter, TZveen Glass Blind, Detention Screen Application Dimensions: • Slats -25mm (actually .984" ± .003 ") wide • Head channel— .025" thick x 1" high x 1 wide v Bottom rail — .031" thick Tbmized steel • Maximum distance between ladder and end of slats -7" • Maximum distance between braided ladders - 23" (22" on blinds over 80" long) Levolor® 1%" (35mm) Riviera® Blind Levolor's new 1%" bfd features the same quality components with the additional advantage of wider slats for better closure. Dimensions: • Slats -35mm (actually 1.375" ± .003 ") wide • Head channel— .025" thick x 1" high x 1 wide • Bottom rail — .025" thick 'Ibmized steel • Maximum distance between ladder and end of slats -7" • Maximum distance between braided ladders -28" APR- 23- 91 TUE 14:05 R O D U C T • : INF O RMATION PRODUCT DESCRIPTION An acrylic latex fiat white primer for properly prepared galvanized metal and aluminum. Provides outstanding adhesion and may be topcosted with either latex or otf -type finish coats, TYPICAL USES For properly prepared galvanized metal and aluminum surfaces: sheet metal, gutters, downspouts, pipe columns and railings, roof vents, etc. LIMITATIONS (Not to be construed as all - Inclusive) Not recommended for use on ferrous metal or wood sur- faces. PRODUCT CHARACTERISTICS SPREADING RATE: 300.400 sq. it. per gallon. depending on method of application, porosity and texture of surface. DRY FILM THICKNESS; 1.5 mils per coat. 1 SOLIDS: Approximately 38% by volume. DRYING TIME (at 75 F. and 50% R,H.): To touch; 1 or 2 hours; to recoat: overnight. FiNiSH: Flat. COLOR RANGE: White. SIZES: Five gallon pails, one gallon cans, and quarts. 1722 - KEL -GUARD GALVANIZED IRON PRIMER Primer for Exterior and Interior Galvanized Metal and Aluminum Surfaces SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oH, grease, wax, chalky or loose paint, rust, loose mill scale, mildew or any other contamina- tion or condition that would adversely affect the perform- ance of the coating. , PREVIOUSLY PAINTED METAL: Spot prime bare areas or prime entire surface with this product. SPECIFICATIONS PRIMER: Metal: (Galvanized, aluminum) FiNiSH COATS: See Kelly -Moore Systems Chart - 'Metal Surfaces', PRODUCT HANDLING APPLICATION: Brush, roller or spray. TEMPERATURE: Do not apply when material, air, and/or surface temperature is below 50 F. or If rain is Imminent within six hours. PROTECT FROM FREEZING. THINNING: Apply at can consistency. If thinning Is neces- sary to maintain workability, do not exceed one -half pint of water per gallon. Excessive thinning will reduce product performance. CLEAN-UP; Promptly, with warm, soapy Water. VOC: Maximum 350 GPL. P.12 1722 Kel -Guard Galvanized Iron Primer 4.12 Limited Warranty The statements made on this bulletin, product label, or by any of our agonte concerning this material are given for information only. They are believed to be truo and accurate and ere Intended to provide a guide to approved construction practices and materiels. As workmanship, weather, construction equipment, quality of other materials and other variables affecting results Are all beyond our control. Kelly•Moore Paint Company, inc., does not make nor does It authorize any agent or representative to make any warranty of MERCHANTABILITY OR FITNESS Ior any purpose or any other warranty, guarantee or representation, expressed or implied, con. Deming this malarial except that it conforms to Kelly- Moore's quallty,controf standards. Any liability whatsoever of Kelly Mooto Paint Company, inc. to the buyer or user of thus product is limited to the purchaser's cost of the product Itself. KELLY -MOORS PAINT CO,, i /ti$T COMMERCIAL ST., SAN CARLOS, CALIF. 04070 1 -90 CC z ri m U) W cc 0 o APR -23 -91 TUE 14:04 PRODUCT DESCRIPTION A quick drying primer for properly prepared steel and iron surfaces. TYPICAL USES Primer for properly prepared ferrous metals, metal doors and frames, ornamental Iron, structural steel, tanks and machinery. LIMITATIONS (Not to be construed as all- Inclusive) Not recommended for galvanized iron, aluminum or other non - ferrous metal surfaces. PRODUCT CHARACTERISTICS SPREADING RATE: 250 — 350 sq. ft. per gallon, depending on method of application, porosity and texture of surface. DRY FILM THICKNESS: 1.8 mils per coat. SOLIDS: Approximately 40% by volume. DRYING TIME (at 75 °F and 50% R.H.): To touch: 1/2 hour; to recoat: overnight. -� FINISH: Flat. 'COLOR RANGE: Brownish Red. SiZES: Five gallon pails and one gallon cans. SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oil, grease, wax, chalky or loose paint, rust, loose mill scale, mildew or any other 1705 0. D. RED OXIDE PRIMER Quick Drying Primer for Ferrous Metals SPECIFICATIONS PRIMERS: Ferrous Metal: FINISH COATS: P. 11 4,14 contamination or condition that would adversely affect the performance of the coating. NEW SURFACES: Follow Steel Structures Painting Council Specifications for SP2 -63 Hand Tool Cleaning to SP10.63 Near White Blast Cleaning as required. PREVIOUSLY PAINTED SURFACES: Spot prime bare areas or completely prime entire surface with this product. SHOP PRIMED SURFACES: Spot prime abraded or bare areas or completely prime entire surface with this product. 1705 O. D. Red Oxide Primer See Kelly -Moore Systems Chart "Metal Surfaces". PRODUCT HANDLING APPLICATION: Spray only. Apply an even, full coat. TEMPERATURE: Do not apply when material, air and /or surface temperature is below 40 °F or If rain or fog is imminent within six hours. THINNING: Apply at package consistency. If thinning is necessary to maintain workability, do not exceed one -half pint of Kelly -Moore #11 Fast Dry Thinner for spray application per gallon. CLEAN -UP: Mineral spirits or Kelly -Moore #11 Fast Dry Thinner. • Limited Warranty The statements made on this bulletin, product label, or by arty of our agents concerning this material are given for information only. They are believed to be true and accurate and are intended to provide a guide to approved construction practices and materials. As workmanship, weather, construction equipment, quality of other materials and other variables aft acting results are all beyond out control, Kelly-Moore Paint Company, Inc., dons not make nor does It authorize any agent or representative to make any warranty of MERCHANTABILITY OR FITNESS for any purpose or any other warranty; guarantee or representation. expressed or Implied, con- ' cerning this material except that It eonforms to Kally.Moore's quality control standards. Any liability whatsoever of Kelly -Moore Paint Company, Inc, to the buyer or user of this product ie limited to the purchaser's Cost of the product itself. KELLY -MOORE PAINT CO,, INC. /997 COMMERCIAL. ST., SAN CARLOS, CALIF, 94070 • "U d APR -23 -91 TUE 14:03 5.09A RED 1700 - KEL- GUARD RUST INHIBITIVE ENAMEL (continued). American National Safety Color Code for Marking Physical Hazards (ANSI Z53.1) FIRE PROTECTION equipment and apparatus dangerous materials and danger signs, emergency stop bars on hazardous machinery. ORANGE DANGEROUS MACHINERY with exposed moving parts, unguarded hazards. YELLOW CAUTION. Also for identifying physical hazards, moving equipment and traffic lines. GREEN SAFETY. Location of all First Ald Equipment (other than fire lighting equipment), exit doors. PURPLE RADIATION HAZARDS BLACK/WHITE TRAFFIC AND HOUSEKEEPING MARKERS GUIDE TO OSHA STANDARDS FOR SAFETY COLOR CODING American Standards Association (ASA) Scheme for the Idonit(ticatlon of piping systems (ASA A13.1) To designate contents of pipes. It is recommended that color bands be painted on them, adjacent to fittings or valves. For better identification, plus protection, paint the entire length of the pipes. RED FiRE PROTECTION and sprinkler piping. YELLOW (OR ORANGE) GREEN SLUE SAFE MATERIALS P. 10 DANGEROUS MATERIALS. Flammable liquids, poisonous gases, corrosive liquids and steam, water, air at high tem- peratures and pressures. PROTECTIVE MATERIALS. For protecting or reducing hazards of dangerous materials (other than fire protection). Limited Worranty The statements glade on,this bulletin, product label, or by any of our agents concerning this material are given for information only. They ° are believed to be true and accurate and are Intended to provide a guide to approved construction practices and materials. As workmanship, weather, Construction equipment, quality of other materials and other variables afteofing resuNa are all beyond our control. KeltyMoore Point Company. Inc., does not make nor does It authorize any agent or representative to make any warranty of MERCMANTABII.UTY OR FITNE88 for any purpose r any other warranty, guarantee or representation. expressed or implied, con- cerning this material except that N conforms to 1 utty-Moore'a quality Control standards. Any liability whatsoever of KaltyMoore Paint Company, Inc. t0 the buyer or user of this pro4tiot it limited to the purchaser's oat at the product itself. .+O,, .. v ...'. A 1.112 a AMMIT w." WI! /aa7V!ni5YRla.!I AI et'1' "!C ►a! O &RLng_ eA1_IF. GA07A z p 1.9 APR -23 -91 TUE 14:02 R /"C- CORE rnuar r a, FQRNMA11QN 1700 - KEL -GUARD RUST INHIBITIVE ENAMEL Finish Coat for Exterior and interior Wood and Metal Surfaces NEW SURFACES: Must be primed with a suitable Kelly- Moore primer, PRODUCT DESCRIPTION A premium quality high gloss, rust inhibitive alkyd base synthetic enamel. This all- purpose maintenance enamel produces a durable, high gloss film with maximum resis- tance to weather and corrosion, TYPICAL USES Designed for general Industrial and maintenance use on metal doors, storage tanks, pipelines and Valves, pumps and machinery. Available In OSHA Safety Colors. LIMITATIONS (Not to be construed as all- inclusive) More than one finish coat may be required to cover bright or deep tone colors. Do not apply full, `stacking" coats, PRODUCT CHARACTERISTICS SPREADING RATE: 300 - 450 sq. ft. par gallon, depending on method of application, porosity, and texture of surface. DRY FILM THICKNESS; 1.4 mils per coat, SOLIDS: Approximately 41% by volume. DRYING TIME (at 75 ° F. and 50% R. H.): To touch:4 hours; to recoat: overnight. FINISH: Gloss 90 on 60° gloss meter (will vary depending on substrate and film thickness). COLOR RANGE: White, black, OSHA safety colors, and custom colors. SIZES: One gallon cans and quarts. SURFACE PREPARATION GENERAL All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oil, grease, wax,,chalky or loose paint, rust, loose mill scale, asphalt stains, mildew or any other contami- nation or condition that would adversely affect the perform- ance of the coating. Etch glossy, glazed, or dense surfaces. Flit holes and surface Irregularities with a suitable patching compound to match surface profile. PREVIOUSLY PAINTED SURFACES: Spot prime bare or patched area or completely prime entire surface with a suitable Kelly -Moore primer. SPECIFICATIONS PRIMERS: Wood: Metal (Ferrous): Metal (Galvanized): FINISH COATS: P. 09 220 Exterior Primer 1710 KeI -Guard Zino Chromate Red Oxide Primer 1722 Kel -Guard Galvanized Iron Primer 1700 Kel•Guard Rust Inhibitive Enamel PRODUCT HANDLING APPLICATION: Brush, roller, or spray, Avoid lap marks by maintaining a wet edge at all times. Apply thin, even coats not exceeding 3.5 wet mils per coat. TEMPERATURE: Do not apply when material, air, and/or Surface temperature Is below 40° F. or If rain Is Imminent within six hours. THINNING: This product Is designed to be applied unthln- nod under normal environmental and application condi- tions. If thinning is desired because of unusual conditions, up to one -half pint of Mineral Spirits per gallon may be added In area where air pollution regulations permit, CLEAN -UP: Mineral Spirits. VOC: Maximum 420.fIPL. Limited Warranty The statements made on this bulletin, product label, or by any of our agents concerning this material are given for information only. They are believed to be true and accurate and are Intended to provide tx guide to approved construction practices and materials. As workmanship, Wernher, construction equlpm.nl, quality of other materials and other variables effecting resuite are all beyond our control. Kairy•Moors Paint Company, Inc., doss not make nor doss it authorize arty agent or representative to make any warranty of MERCHANTABILITY OR FITNESS for any purpose or any other warranty, guarantee or representation, expressed or Implied, con- coming this material except that it conforms to Kelly - Moore's quality control standards. Any liability whatsoever of Ketiy.Moore Paint Company, Inc, to the buyer or user of this product %Tin led to the purchaser's coat of the product itself, KELLY•MOQRE PAINT CO. /9117 COMMERCIAL ST., SAN CARLOS, CALIF. 54070 6.09 1.90 F o f z X ci APR -23 -91 TUE 14:02 1275 ALKYD SEMI - GLOSS ENAMEL (EXTERIOR -iNTE Finish Coat for Exterior and interior Wood, Metal and Masonry Surfaces PRODUCT DESCRIPTION A high quality alkyd semi -gloss enamel for exterior and interior surfaces. Provides a durable weather resistant and decorative finish. Features fast drying and easy working characteristics. TYPICAL USE Properly primed exterior wood and metal surfaces. Pro- perty primed interior wood, wallboard, masonry, piaster and metal. Excellent for residential applications such as kitchens and baths as well as door and trim. Typical Commercial applications include interior and exterior doors plus high traffic areas such as corrfdore, stairwells, etc. LIMITATIONS (Not to be construed as alb- tnctuelve) Do not use on walking surfaces. More than one finish coat may be required to cover bright or deep tone colors. PRODUCT CHARACTERISTICS SPREADING RATE: 300 -400 sq, ft. per gallon, depending on method of application, porosity and tex- ture of surface. DRY FILM THICKNESS: 1.5 mils per coat. SCUDS: Approximately 50% by volume. DRYING TIME (at 70 °F and 50% R.H.): To touch: 4 hours. To recoat: overnight. FINISH: Semi -gloss 55-75 on 60° gloss meter (will vary depending on substrate and film thickness). COLOR RANGE: White and bases for custom tinted colors. SIZES: One gallon. SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oil, grease, wax, chalky or loose paint, rust, loose mill scale, parting compounds, efflorescence, asphalt stains, mildew or any other con- tamination or condition that would adversely affect the performance of the coating. Etch glossy, glazed or SPECIFICATIONS PRIMERS: (EXTERIOR) Wood and Hardboard: Masonry Metal (Ferrous): Metal (Galvanized): PRIMERS: (INTERIOR) Wood and Hardboard: Wallboard: FINISH COATS: II Nor CO ODOR.. Umited Warranty The statements made on this bulletin, product label, or by any of our agents concerning this material are given far information only. They are believed to be true and accurate and are intended to provide a guide to approved construction practices and Materials. As workmanship, weather. Construction equipment, quality of other materials and other variables affecting results are all beyond our control. Kotly -Moore Paint Company, Inc., does not make nor does it authorize any agent or representative to make any warranty of MERCHANTABILITY OA FITNESS for any purpose or any other warranty, guarantee or representation, expressed or Implied, con- cerning this material except that It conforms to Kelly-Moore's quality control standards, My liability whatsoever of Kell•Moore Paint Company, (no. to the buyer or user of this product Is limited to the purchaser's coat of the product itself. KELLY•MOORE PAINT CO., INC, /8e 7.COMMERCIAI, ST., SAN CARLOS, CALIF. 9 4070 P. es ri he dense surfaces. Fill holes and surface irregularities with a suitable patching compound to match surface profile. NEW SURFACES: Must be primed with a suitable Kelly- Moore primer. PREVIOUSLY PAINTED SURFACES: Spot prime bare or patched areas or prime entire surface as required with a suitable Kelly -Moore primer. 220 Exterior Primer 125 Chen -Guard Primer Sealer 1710 Kel -Guard Zino Chromate Red Oxide Primer Koppers P90-66 Vinyl Wash Primer or 1722 Kel -Guard Galvaniz- ed Iron Primer 985 Fio-Cote Enamel Undercoat 970 Aory-Plex Vinyl Wall Sealer 1275 Alkyd Semi -Gloss Enamel PRODUCT HANDLING APPLICATION: Brush, roller or spray. Avoid lap marks by maintaining a wet edge at all times, TEMPERATURE: Do not apply when materials, air and /or surface temperature is below 40 °F. THINNING: Apply at can consistency. If thinning is necessary to maintain workability, do not exceed one - half pint of mineral spirits per gallon. For spray applica- tion No. 11 Fast Dry Thinner may be used, CLEAN -UP: Mineral spiry. "13 7g Pm CD US re r surface. DRY FILM THICKNESS: 2.1 mils per coat. SOLIDS: Approximately 65% by volume. DRYING TIME (at 76 F. and bb' /o R. H.): To touch: 6 - 8 hours; to recoat: overnight. FINISH COATS: Flat. COLOR RANGE: White, maybe tinted with up to 4 ounces colorant per gallon. SIZES: Five gallon palls, one gallon cane, and quartz. P.07 SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oil, grease, wax, pitch, sap, resin, chalky or loose paints, stains, mildew, or any other contami- nation or condition that would adversely affect the perform- ance of the coating. Etch glossy, glazed or dense surfaces. Fill holes and surface irregularities with a suitable patching compound to match surface profile. PREVIOUSLY PAINTED SURFACES: Spot prime bare or patched areas or completely prime entire surface with this product. SPECIFICATIONS PRIMERS: Wood and Hardboard: FINISH COATS: First coat: 986 Flo -Cote Enamel Undercoat See Kelly -Moore Systems Chart - 'Wood ", PRODUCT HANDLING APPLICATION: Brush, roller, or spray. Apply full, even wet coat. TEMPERATURE: Do not apply when material, air, and /or surface temperature Is below 40 ° F. THINNING: This product is designed to be applied unthin- ned under normal environmental and application conditions. if thinning Is desired because of unusual conditions, up to one -half pint of Mineral Spirits per gallon may be added In areas where air pollution regulations permit. CLEAN -UP: Mineral Spirits. VOC: Maximum 350 6PL. 2.10 Limited Warranty The sletements made on this bulletin, product label, or by any of our agents concerning this malarial are given for information only. They are believed to be true and accurate and are Intended to provide a guide to approved construction practices and materials. As workmanship, weather, construction equipment, quality of other materials and other variables affecting results are all beyond our control. Ksly-Moori Paint Company, Ina., does not make nor does It authorize any agent or representative to make any warranty of MERCHANTABILITY OR FITNESS for any purpose or any other warranty, guarantee or representation, expressed or implied, con - cerning this material except that it conforms to Kelly- Moore'e quality control standards. Any liability whatsoever of Kelly.Moore Paint Company, Inc. to the buyer or user of this produo t 1e'llmited to the purchaser's cost of the product itself, 1.90 KELLY -MOORE PAINT CO,, INC, /Oe7,COMMERCIAL ST., SAN CARLOS, CALIF. 04070 - o 0 1 APR -23 -91 TUE 14:00 PRODUCT DESCRIPTION A pigmented, latex emulsion primer formulated with superior sealing qualifies. Especially effective under li paints on wall- board as 970 Acry -Plex lays down nap and fuzz while providing a very tight seal, TYPICAL USES Primer sealer for wallboard, concrete, concrete block, plas- ter, and hardboard. Also used as a sealer prior to texture coating to help equalize surface porosity. LIMITATIONS (Not to be construed as all- Inclusive) Not designed to seal water soluble stains. PRODUCT CHARACTERISTICS SPREADING RATE: 300 - 400 sq. ft. per gallon, depending on method of application, porosity, and texture of surface. DRY FILM THICKNESS 1.1 mils per coat. SOLIDS: Approximately 30% by volume ' DRYING TIME (at 7S F. and 50% R. H.): To touch: / hour; °- to recoat: overnight. ' FINISH: Flat. COLOR RANGE: White, May be tinted with up to 4 ounces colorant per gallon. SIZES: Five gallon palls and one gallon cans. SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oil, grease, wax, chalky or loose paint, efflorescence, stains, mildewor any othercontamina- tion or condition that would adversely affect the performance of the coating. Etch glossy, glazed or dense surfaces. Fill holes and surface Irregularities with a suitable patching compound to match surface profile. 970 - ACRY -PLEX HI -HIDE VINYL WALL SEALER for Sealing New Interior Wallboard, Concrete, Plaster, and Hardboard PREVIOUSLY PAINTED SURFACES: Spot prime bare or patched areas with this product. SPECIFICATIONS PRIMERS: Wallboard, Concrete, Plaster, and Hardboard: FINISH COATS: 970 Acry -Plex Vinyl Wall Sealer P.06 See Kelly -Moore Systems Chart - "Wallboard or Plaster" PRODUCT HANDLING APPLICATION: Brush, roller, or spray. Apply a full, even, wet coat. TEMPERATURE: Do not apply when material, alr, and/or surface temperature Is below 50 F. PROTECT FROM FREEZING. THINNING: Apply at can consistency. If thinning Is necessary to maintain workability, do not exceed one -half pint of water per gallon. CLEAN -UP: Water. VOC: Maximum 250 GPL, Limited Warranty The statements made on this bulletin, product label, or by any of our agents concerning this material are given for information only. They are believed to be true and accurate and are intended to provide a guide to approved construction practices and materials. As workmanship, weather, construction equipment, quality of other materials and other variables affecting results are all beyond our control. Kelly-Moore Faint Company, Inc„ does not make nor does it authorize any agent or representative to make any warranty of MERCHANTABILITY OR FITNESS for any purpose or any other warranty, guarantee or representation, expressed or Implied, con- cerning this material except that II conforms to Kelly- Maore's quality control standards, Any IlabUity whatsoever of Kelly.Moore Paint Company, inc, to the buyer or user of this product le limited to the purchaser's coat of the product itself. KELLY•MOORE PAINT CO., iNC, /9117 COMMERCIAL ,8T., SAN CARLOS, CALIF. 04070 2.08 1.90 8 z cc -n z rA APR- 2 -91 TUE 13:59 PRODUCT DESCRIPTION An oft white pigmented latex emulsion primer, especially effective under oil paints on wallboard as Acry-Cote lays down the nap and fuzz on the wallboard while providing a tight seal. TYPICAL USES Primer sealer for Wallboard, concrete, concrete block, plas- ter, and hardboard. Also used as a sealer prier to texture coating to help equalize surface porosity. LIMITATIONS (Not to be construed as all- Inclusive) Not designed to seal water soluble stains. PRODUCT CHARACTERISTICS SPREADING RATE: 300.400 sq. N, per gallon, depending on method of application, porosity, and texture of surface. DRY FILM THICKNESS 1.0 mile per coat. SOLIDS: Approximately 28% by volume. DRYING TIME (at 75 F. and 50% R. H.): To touch: 1 hour; to recoat: overnight, FINISH: Flat COLOR RANGE: Off white. May be tinted with up to 4 oz. colorant per gallon, SIZES: Five gallon palls and one gallon cans. SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of duet, dirt, oil, grease, wax, chalky or loose paint, aftloresconoe,stains, mildew or any other contamina- tion or condition that would adversely affect the performance of the coating. Etch glossy, glazed or dense surfaces, Flll holes and surface Irregularities with a suitable patching compound to match surface profile, 966 - ACRY -COTE VINYL WALL SEALER for Sealing New Interior Wallboard, Concrete, Plaster, and Hardboard SPECIFICATIONS PRIMERS: Wallboard, Concrete, Plaster, and Hardboard: FINISH COATS: CLEAN-UP: Water. VOC: Maximum 250 GPL. 966 Acry-Cote Vinyl Wall Sealer P.05 PREVIOUSLY PAINTED SURFACES: Spot prime bare or patched areas with this product. See Kelly -Moore Systems Chan "Wallboard or Plaster' PRODUCT HANDLING APPLICATION: Brush, roller, or spray. Apply a full, even, Wet Coat. TEMPERATURE; Do not apply when material, air, and/or burface temperature Is below 50 F. PROTECT FROM FREEZING. THINNING: Apply at can consistency. If thinning Is necessary to maintain workability, do not exceed one -hall pint of water per gallon. Limited Warranty The statements made on this bulletin, product label, or by any of our agents concerning this material are given for Information only. They are believed to be true and accurate and are Intended to provide a guide to approved construction practices and materials, Aa workmanship, weather, construction equipment, quality of other materials and other variables effecting results are all beyond our Control. Kelly -Moore Paint Company, Inc., does not make nor does It authorize any agent or representative to make any warranty of MERCHANTABILITY OR FITNESS for any purpose or any other warranty, guarantee or representation, expressed or Implied, con- cerning this material except that it Conforms to Kelr•Moore'a quality control standards. My liability whatsoever of Kelly-Moore Paint Company, Ina. to the buyer or user of this product ta limited to the purchaser's coat of the product itself. KELLY -MOORE PAINT CO.. INC. /9$7 COMMERCIAL ST., SAN CARLOS, CALIF. 94070 2.07 1.90 gi .1 a E F^ to ', Z g fa N V E o d APR -23 -91 TUE 13:59 PRODUCT DESCRIPTION A latex emulsion, flat wall paint designed to provide a decorative and flat finish for interior wall and calling sur- faces, It Is self- sealing and quick drying. TYPICAL USES Plaster, acoustical tile, concrete. and textured wallboard, wall and ceiling surfaces. LIMITATIONS (Not to be construed as all - inclusive) Flat finishes will burnish If repeatedly rubbed in one spot when washed or handled. More than one tlnlsh coat may be required to cover bright or deep tone colors. PRODUCT CHARACTERISTICS SPREADING RATE: 250 -400 sq. ft, par gallon, depending on method of application, porosity and texture of surface. DRY FILM THICKNESS:. 1.2 mils per coat. SOLIDS: Approximately 29% by volume. DRYING TIME (at 75 and 50% R. H.): To touch: 1 hour; to recoat: 4 hours. FINISH: Flat. COLOR RANGE: White, off whites, and a variety of custom colors. SIZES: Five gallon pails and one gallon cane, SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oil, grease, wax, chalky or loose paint, rust, loose mil- scale, parting compounds, efflores- cence, asphalt stains, mildew or any other contamination or condition that would adversely affect the performance of the coating. Etch glossy, glazed or dense surfaces. Fill holes and surface Irregularities with a suitable patching compound to match surface profile. 585 - LATEX FLAT WALL PAINT Wall Finish for interior Wallboard, Plaster, Concrete, Wall and Ceiling Surfaces NEW SURFACES: Must be primed with a suitable Kelly - Moore primer or this product. PREVIOUSLY PAINTED SURFACES: Spot prime bare or patched areas or prime entire surface with suitable Kelly - Moore primer. SPECIFICATIONS PRIMERS: Plaster, Concrete: 970 Acry -flex Wall Sealer or 585 Latex Flat Wall Paint Wallboard: 585 Latex Flat Wall Paint FINISH COATS: 685 Latex Flat Wall Paint P.04 PRODUCT HANDLING APPLICATION: Brush, roller or spray. Avoid lap marks by maintaining a wet edge at all times. Apply a full, even Wet. TEMPERATURE: Do not apply when material, air , and/ or surface temperature is below 50 F. PROTECT FROM FREEZING. THINNING: Apply at can consistency. lf thinning Is necessary to maintain workability, do not exceed 1/2 pint of water per gallon. CLEAN -UP: Water, VOC: Maximum 260 GPL, 1 1.10 Limited Warranty The statements made on this bulletin, product label, or by any of our agents concerning this material are given for information only. they ere believed to be true and accurate and are intended to provide a guide to approved construction practices and materials. As workmanship, weather, construction equipment, quality of other materials and other variables affecting results are all beyond our control. KellyyMoore Paint Company, Inc., does not make nor does It authorize any agent or representative to make any warranty of MERCHANTABILITY OR FITNESS for any purpose or any other warranty, guarantee or representation, expressed or implied, con - corning this material except that it conforms to KeiIy.M ore's quality control standards. Any liability whatsoever of Kelly -Moore Paint Company, Inc. to the buyer Or user of this product Is limited to the purchaser's cost of the product Itself, 1.90 KELLY -MOORE PAINT CO., iNC. /987 COMMERCIAL ST.,, SAN CARLOS, CALIF. 94070 APR -23 -91 TUE 13:58 PRODUCT DESCRIPTION A latex emulsion fiat wall paint designed to provide a decorative, protective, washable finish for interior wail and ceiling surfaces, It has excellent self - sealing qualities for use over textured wallboard and dries to a matte flat finish. TYPICAL USES Finish coat for general use on Interior sealed plaster, gypsum wallboard, masonry, hardboard, walls, and ceilings. For residential and commercial application, LIMITATIONS (Not to be construed as all - inclusive) Paint film will burnish it rubbed hard or washed with an abrasive cleaner. More than one finish coat may be required to cover bright or deep tone colors. PRODUCT CHARACTERISTICS SPREADING RATE: 260.400 sq. ft. per gallon, depending on method of application, porosity, and texture of surface. DRY FiLM TfIICKNESS; 1.6 mils per coat. SOLIDS: Approximately 38% by volume. DRYING TIME: (at 75 ° F. and 50% R.H.): To touch: 1 hour; to recoat: 4 hours. FINISH: Flat. COLOR RANGE: White, off whites and custom mixed colors. SIZES: Five gallon palls, one gallon cans, and quarts. SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oil, grease, wax, chalky or loose paint, efflorescence, stains, mildew or any other contamina- tion Or condition that would adversely affect the performance of the coating. Etch glossy, glazed or dense surfaces. FIll holes and surface Irregularities with a suitable patching compound to match surface profile. 550 - SUPER LATEX FLAT `HALL PAINT Wall Finish for Interior Plaster, Concrete and Wallboard Surfaces NEW SURFACES: Prime with a suitable Kelly -Moore primer for this product. PREVIOUSLY PAINTED SURFACES: Spot prime bare or patched areas or completely prime entire surface with suitable Kelly -Moore primer or 550 Super Latex Flat Wail Paint. SPECIFICATIONS PRIMERS: Plaster, Masonry: 070 Acry-Piex Vinyl Wall Sealer or 650 Super Latex Flat Wall Paint Gypsum Wallboard: 550 Super Latex Flat Wall Paint FINISH COATS: 560 Super Latex Flat Wall Paint P. 03 PRODUCT HANDLING: APPLICATION: Brush, roller or spray. Avoid lap marks by maintaining a wet edge at all times. Apply a full, even coat. TEMPERATURE: Do not apply when material, air and /or surface temperature Is below 50 F. PROTECT FROM FREEZING. THINNING: Apply at can consistency.' If thinning is neces- sary to maintain workability, do not exceed 1/2 pint of water per gallon. CLEAN -UP: Water. VOC: Maximum 250 GPL. 1.05 Limited Warranty The statements made on this bulletin, product label, or by any of our agents concerning this material are given for Information only. They are believed to be true end accurate and are Intended to provide a guide to approved construction practices and materials. As workmanship, weather, construction equipment, quality of other materials and other variables affecting results are all beyond our control. Kelly -Moore Paint Company, Inc., does not make nor does It authorize any agent or representative to make any warranty of MERCHANTABILITY OR FITNESS for any purpose Or any other warranty, guarantee or representation, expressed or implied, con- cerning this material except that It conforms to Kaily.Moore's quality control standards. Any liability whatsoever or Kelly-Moore Paint Company, Inc. to the buyer or user of this produce la limited to the purchaser's cost of the product itself. KELLY -MOORE PAINT CO., INC. /987 COMMERCIAL ST., SAN CARLOS, CALIF. 94070 110 APR -23 -91 TUE 13:57 PRODUCT DESCRIPTION An economical Interior latex flat wall paint designed for application to gypsum wallboard surfaces. Self-priming and features excellent touch -up. TYPICAL USES Both textured and untextured gypsum wallboard wall and ceiling surfaces, Particularly suited for new Construction and for apartment maintenance repainting. LIMITATIONS (Not to be construed as all- Inclusive) Flat finishes will burnish If repeatedly rubbed In one spot when washed or handled, More than one finish coat may be required to cover bright or deep tone colors, PRODUCT CHARACTERISTICS RECOMMENDED SPREADING RATE: 250 to 400 sq. ft. per gallon, depending on porosity, texture of surface, and method of application. DRY FILM THICKNESS: Approximately 1.5 mils per coat. SOLIDS: Approximately 35% by volume. DRYING TIME (at 75 F. and 50% R,H,): To touch: 1 hour; to recoat: 4 hours. FINISH: Flat. COLOR RANGE: White and off whites. SIZES: Five gallon pails and one gallon cans, 505 - LATEX FLAT WALL PAINT Wall Finish for interior Wallboard Surfaces P.02 SURFACE PREPARATION GENERAL: All surfaces must be cured, firm, dry and cleaned free of dust, dirt, oil, grease, wax, chalky or loose paint, rust, loose mill - scale, bond breakers and curing compounds, efflorescence, asphalt stains, mildew, or any other contamination or condition that would adverueiy affect the performance of the coating, Etch glossy, glazed, or dense surfaces, Fill holes and surface Irregularities with a suitable patching compound. NEW SURFACES: Must be primed with a suitable Kelly - Moore primer. PREVIOUSLY PAINTED SURFACES: Spot prime bare or patched areas or prime entire surface with suitable Kelly - Moore primer. SPECIFICATIONS PRIMERS: Wallboard: 605 Latex Flat Wall Paint FINISH COATS: 505 Latex Flat Wall Paint PRODUCT HANDLING APPLICATION: Brush, roller, or spray. Avoid lap marks by maintaining a wet edge at all times. TEMPERATURE: Do not apply when material, air, and /or surface temperature Is below 60 F. PROTECT FROM FREEZING. THINNING: Apply at can consistency. If thinning is neces- sary to maintain workability, do not exceed one -half pint of water per gallon. 1 t.imited Warranty The statements made on this bulletin, product label, or by any of our agents concerning this material are given for Information only. They are believed to be true and accurate and are Intended to provide a guide to approved construction practices and materials. As workmanship, weather, oonetnrctlon equipment, quality of other materials and tither variables affecting results are all beyond our control. Kelly -Moore Paint Company, Inc., does not make nor does it authorize any agent or representative to make any warranty of MERCHANTABILITY OR FITNESS for any purpose or any other warranty. guarantee or representation, expressed or implied. corn Corning this material except that It conforms to Kelly- Moore'e Quality control standards, Any liability whatsoever of Kelly -Moore Paint Company, Inc. to the buyer or user of this product Is limited to the purchaser's cost of the product itself. KELLY -MOORE PAINT CO., INC. /987 COMMERCIAL ST., SAN CARLOS, CALIF. 94070 1.90A October 7, 1991 Mr. Dave Larson Building Inspector City of Tukwila Tukwila, WA RE: Permi Boeing ey Project Evergreen Modular OCT 09 1991 CITY OF Zur<vviLA P LANNING Dear. Mr. Larson: Per our conversation on Friday morning concerning the steel ramp on the west face of the building, I remained on the jobsite until all of the required welding of the steel deck . to its supports had been accomplished. Once completed I inspected and approved the welds, and authorized the pouring of the concrete, which occurred immediately. The entire procedure was taped by 8mm camcorder for our files. It is my opinion . that the welding between the steel deck and supporing members is correct and per code. I have reviewed the detail used by Evergreen Mobile for supporting the ornamental beams on the ceiling marriage as shown in the enclosed detail(except that 3/8" diameter thru bolts were used in place of the lags shown in the detail). This office approves the detail as installed. S ncere Y NELSON PE pal e son- Bourdages Inc., P.S. 910391, N• EmigrADMITION NELSON- B©URDAGRS, INC;, P.S. Consulting Engineers • 11411 N.E. 124th Street; Suite 230 • Kirkland, WA 98034 • 206/823!6667 FAX 1206) 820-0947 afro u IJaa »m4 Al CITY OF TUKWIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 911111111ffirtell ,. fir INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PERMIT NO. (Q ) ( 3 DATE CALLED: fO /(''� / DATE WANTED: /D :lit —49y REQUESTER: rp __PHONE NO.: c c tl PROJECT: SITE ADDRESS: TYPE OF INSPECTI : AAA SPECIAL INSTRUCTIONS INSPECTION RESULTS /COMMENTS: INSPECTOR: _._do i A /h)Y -, DATE: [i) -��r-1 --Q/ PROJECT: r 43. ILA - 1S PERMIT NO. _ (0 - 1E.5 SITE ADDRESS: 4 .. r - I] • ;■ ics3 W DATE CALLED: • • '"# . I TYPE OF INSPECTION: �� YZC� DATE WANTED: 0' 1 n -Cq I ' 114, 9 SPECIAL INSTRUCTIONS: REQUESTER: 1 21 - rtl PHONE NO.: QmQ iq7 I. !' ` INSPECTION RESULTS /COMMENTS: ( % UP r , Or - c ? S C • _ ,, . _ L Lc? c2 4 . .�0 A.^ 4, - ,Z (.1• * / _ _ Dc.,,/' c. irk. 5 , � ..,iu > i5 ' .� 6 / / /O -- /` -q/ ' /i J t z 1. 7 . 7 P INSPECTOR: L( /,.. , ..' ..1./JY1 DATE: /7//q/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ^tY - ,.xr-?2.:'l'; «".RY,N .01r:'kMl`'t' • INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: SITE ADDRESS: PECIAL INSTRUCTIONS: 'PERMIT NO. DATE CALLED: DATE WANTED: REQUESTER: " TYPE OF INSPECTION: A,1/1 C o INSPECTION RESULTS /COMMENTS: DATE: CITY OF TUKWILA Dept. of Community Deielopment - Building Division Phone: (206) 431 -3670 INSP'ECT601 •RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ?) Lin_ I --- 1 PERMIT NO. - 7 I 3 SITE ADDRESS: 1 ■ TYPE OF INSPECTION: 14, (A ,i/Mtr r- ' ` , DATE CALLED: DATE WANTED: b P • • SPECIAL INSTRUCTIONS: REQUESTER: , PHONE NO.: q w � ^ f /� 7 INSPECTION RESULTS /COMMENTS: -/, , � T''T"' V DATE: / 0.,, t f --/ .l INSPECTOR: lC-,AJA,t CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 4 • • i INSPECTION RECORD 6300 Southcenter Boulevard #100 Tukwila Washington 98188 PROJECT: Q _ PERMIT NO. 67/ 3 SITE ADDRESS: I b -. /u4-ic&-. , vJ 5 .641 / DATE CALLED : /0 2-- TYPE OF INSPECTION: ' % / , d ` : L boi/2)T DATE WANTED: /b • 3 •.m. SPECIAL INSTRUCTIONS: &5ea✓1 / ,�. 0 / - REQUESTER: _, a • I PHONE NO.: / •A i / ' INSPECTION RESULTS /COMMENTS: ,g .. ,, — _ , _ / 40 • .iii.. i ...t If -. _ ... -au ,. .I .-. . . - . . / INSPECTOR: A P A I I I I W : ,, i � /. DATE: 0°' -' A .• 1 INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: _ f 4 7 - 4.5 `_„ _ PERMIT NO. (;) 7/3 DATE CALLED: ,' 9/ SITE ADDRESS: d r --�" / TYPE OF INSPECTION: ! �i/ . L! .�. 4 , DA TE WANTED: �Q--� -" 'l� go SPECIAL INSTRUCTIONS: REQUESTER: ic - 1 PHONE NO.: 7g7 INSPECTION RESULTS /COMMENTS: ., _ _ `- 11r/fLa DATE: /" ..� I L4 I R: O INSPECTOR: ti�./��t�tTh CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD .Iar:MAtt� kris:44:4 ARw, lilts 6300 Southoenter Boulevard - #100 Tukwila Washington 98188 CITY OF TUKWILA �. Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 , Permit No. _6 Date !o"" 1— 'I' Job Address 6 A-(4 , )/ CORRECTION NOTICE The following items are found to be in violation of Ordinance 08 C__ and shall be corrected. d c" Z) M a a-- xr .'is Building Official /inspector. PROJECT: , jP /i2 / C--- 1 r -/, - 1f /' PERMIT NO. 4?/ SITE ADDRESS: jar _, 4 _ � . TYPE OF INSPECTION: Pee9r,, r -, ._ -_ -,- _ , „ _�� , i„ ,,;, . DATE CALLED: Q ""�, , DATE WANTED: g— 2/ P:7 REQUESTER: 3 ' ,, SPECIAL INSTRUCTIONS: 0 ,. - ,/ > �� _ Q _� ` e) / as" / PHONE NO.: -- cad INSPECTION RESULTS /COMMENTS: Ai, ir , / AO AV A C i - s d /,oh le -o INSPECTOR: Ii 4 , ,, „ Arz g, jim ea DATE: � � CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: dZk�C 4(4 W S , PERMIT NO. (.09/ DATE CALLED: _" l'" / DATE WANTED: if ^ /5.----e? /5.----e? fr SITE ADDRESS: g6) (- 7fl TYPE OF INSPECTION: C --- l 00 SPECIAL INSTRUCTIONS: REQUESTER: /- PHONE NO.: 7i. - INSPECTION RESULTS /COMMENTS: INSPECTOR: / /° ,� 1. �., ..--°. DATE. 1'"1 ' CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIO�V RECORD 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 r ' 1909 Project Name „ Address j 1,14. i/A4 Suite # Retain'current inspection schedule Needs shift inspection City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Sprinklers: -T Fire Alarm: Hood & Duct: V Halon: 4/ Monitor: 4 Pre-Fire: Permits: goA 3 ao Ap roved without correction notice Approved with correction notice issued f Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 5"1 Control No. Permit No. 67017 Gary L. VanDusen, Mayor . • Date • "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 ' R 14 FIRE FINAL Insp: 575 -4407 ! is X 5 p ... . , . Or J _'." ,,r.: ' 41,..l • c, 16 PUBLIC WO KS FINAL 4 .31 -3• 1 . '431 -3670 X 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 8620 E Marginal Wy S CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDItC3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. On ( DATE ISSUED: DATE ISSUED: PROJECT: Boeing #14 -15 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE NSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are In place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 00/14/90 RCN REVIEW OOMMENE3 Plan Check No.: qt Project: REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. e All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). 8." All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). l 17 .1All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation X 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. X" 14. Fire Final X 15. Planning Final 16. Public Works Final 5< 17. Building Final RCN REVIEW OOMMENE3 Plan Check No.: qt Project: REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. e All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). 8." All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). l 17 .1All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. CITY OF TUKWILA 6200 SOUTIICENTEI? BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -202: Boeing #14 -15 8620 E Marginal Wy S PHONE N (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME P F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER U9 l 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Cary 1., Vm,Dusmi, Ala ar Boeing #14 -15 Page 2 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 16. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 17. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. NB JOB NO. 91039 April 29, 1991 STRUCTURAL CALCULATIONS For: BOEING FOOD SERVICE FACILITY INDEX FLOOR DESIGN 1 ROOF DESIGN WALL DESIGN FOUNDATION DESIGN COLUMN DESIGN BEARING LATERAL ANALYSIS 1 - SEISMIC FRAME [E@ROVE r 2 o 1991i MAHAN & DESALVO, INC. PAGES 6 /FLOOR 1 - 5 /ROOF 1 5 /WALL 1 - 6 /FDN 1 - 5 /COL 1 /BRG 9 /LAT 1 - 11 /FRAME NELSON- BOURDAGES, INC., P.S. Consulting Engineers • 1 1411 N.E. 124th Street, Suite 230 • Kirkland. WA 98034 • 206/823-6667 FAX 12061 820-0947 D RECEIVED CITY OF TI IK MLP' MAY 171991 PERMIT CENTER NELSON-BOURDAGES, INC., P.S. ' Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 floor weight boeing food service facility floor dl floor ll chassis uniform load module governs - NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N,E.124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 • FAX: (206) 820 -0947 floor beam span loading floor joists floor deck bending stress allowable shear deflection Gage Weight Covered Area I (In') S (In Painted Galvanized (Lbs. /Sq. fl.) (Lbs. /Sq. ft.) 22 --P ? 1.8 .140 .122-- r 4: • type A roof deck Structural quality at minimum cost. 2 Inch rigid insulation may be used. Standard finishes page 2. lengths to 40'0 ". TABLE 1 — UNIFORM TOTAL VERTICAL LOADS (DEAD + LIVE) (Lbs. /Sq. Ft.) Span Condition Simple & two spans Three or more spans Gage 22 20 18 Gage 22 20 18 22 20 18 5'0 65 80 110 81 100 138 5'6" 51 66 91 67 82 114 TABLE 2 — DIAPHRAGM SHEAR VALUES (L6s. /l.F.) 6'0" 45 • 55 76 56 69 96 1. Welds to Support: Numbers 4 & 6 refer to Type A Deck 2. Welds to support: Numbers 3 d 5 refer to Type 8.24 Deck 3. Side Lap Connections are seam welds 1'W' long. 4. Vertical loads and weld patterns for Type B.24 are shown on pages 4 & 5. 5. Diaphragm shear values are for painted or galvanized deck. 6'6" 38 47 65 48 59 82 6'8" 36 45 62 46 56 77 7 . 0 .E 33 41 56 41 51 70 TYPES A AND B•24 WELD PATTERNS: TYPE A Span 7'6" 29 35 49 36 44 61 8 '0" 8'4" 8'6" 9'0" 25 31 43 32 39 54 23 29 39 29 36 49 27 38 28 34 47 24 34 25 31 42 9 . 6 " 22 30 22 28 38 10'0" 20 27 20 25 34 Side Lap Connections NONE MIDSPAN 00 18" c/c 12" c/c NONE MIDSPAN 18" c/c 12" c/c C 2150 345 445 NONE • MIDSPAN 18" c/c 12" c/c 320 495 615 445 550 790 0 270 405 505 605 710 1150 130 320 420 205 265 58 355 625 760 370 • 720 890 175 220 370 465 295 365 570 10 7'0" 11 5 190 410 440 280 345 40 8 ' 590 870 1055 430 395 675 81 850 1000 8'0" 175 410 255 1 430 31 6--" 500 675 540 640 380 450 765 60 floor plan roof design roof joists roof joists roof joists roof deck Gage Weight Covered Area (In') (In ) Painted Galvanized (Lbs. /Sq. ft.) (Lbs. /Sq. ft.) 22 1.8 .140 .122 11111111182,1•�t�i ' . 1. r , .. ,1.1 i type A roof deck Structural quality at minimum cost. Y4 Inch rigid Insulation may be used. Standard finishes page 2. Lengths to 40'0 ". TABLE 1 — UNIFORM TOTAL VERTICAL LOADS (DEAD + LIVE) (Lbs. /Sq. Ft.) Span Condition Gage 22 20 18 Gage 22 20 18 22 20 18 5'0" Side Lap Connections NONE MIDSPAN 18" c/c 12" c/c NONE MIDSPAN 18" c/c 12" c/c NONE MIDSPAN 18" c/c 12" c/c 5'6" Welds Per =;fIhee(Yf To : �uppoH�7 TABLE 2 — DIAPHRAGM SHEAR VALUES (19s. /L.F.) TYPES A AND 5.24 1. Welds to Support: Numbers 4116 refer to Type A Deck 2. Welds to support: Numbers 3 & 5 refer to Type 8.24 Deck 3. Side Lap Connections are seam welds 1 long. 4. Vertical loads and weld patterns for Type B -24 are shown on pages 4 & 5. 5. Diaphragm shear values are for painted or galvanized deck. pcoF Dc- j ELEcrnoi.J 6'8" 720 1150 890 WELD PATTERNS: TYPE A Span 7'6" 8'0" 590 870 1055 Span 395 675 810 850 1000 82 roof plan x brace steel studs side walls end walls lateral load deflection oc spacing NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230. • Kirkland, WA 98034 (206) 823 -6667 •• FAX: (206) 820.0947 STEEL, STI4D stud properties spacing stud schedule exterior wall brace design lower chord braces at exterior trusses rafters exterior wall section foundation wall anchor bolts typical foundation detail grids uniform load roof wall floor anchor bolts bending typical foundation detail steel studs module long sides bearing calculations typical exterior footing capacity interior piers bearing calculations columm reaction interior pier wedge washer column design loads CHASSiS STEEL COLUMN ANALYSIS - version 1.1 INPUT: LOADING; AXIAL LOAD (KIPS)= CLOCKWISE MOMENTS ARE POSITIVE MOMENT @ TOP (FT -KIPS) MOMENT @ BOTTOM INTERIOR MOMENT SECTION: TUBE STEEL Fy(KSI)= 46 LENGTH PAR. TO Y -AXIS "d" (IN); 3.00 LENGTH PAR. TO X- AXIS "b" (IN)= 3.00 WALL THICKNESS "T" (IN)= 0.25 EQUATION 1.6 -1A = 0.63 EQUATION 1.6 -1B = 0.76. columns top member end frame STEEL COLUMN ANALYSIS INPUT: LOADING; AXIAL LOAD (KIPS)= CLOCKWISE MOMENTS ARE POSITIVE MOMENT 0 TOP (FT- KIPS) MOMENT @ BOTTOM (FT -KIPS) INTERIOR MOMENT. (FT - KIPS) SECTION: „�..- 6.2 -amaz (P3 6 /L) pESIcN TUP /AE/e6ER__ AS k* rb 03L. \v/ P= 6 kt. 6.20 Mx= 0.00 My= '0.00 Mx= 0.00 My= 0.00 Mx: 0.00 My= 0.00 T.S.3x3x1 /4 TUBE STEEL Fy(KSI)= 46 LENGTH PAR. TO Y- AXIS "d" (IN)= 3.00 LENGTH PAR. TO X -AXIS "b" (IN)= 3.00 WALL THICKNESS "T" (IN) 0.25 EQUATION 1.6 -1A = 0.28 EQUATION 1.6 -1B = 0.09 end frame chord connection tension end frame roof trusses hand check of column truss bracing seat weld to column wind lateral analysis lateral lateral analysis seismic lateral analysis lateral analysis lateral analysis floor diaphragm lateral analysis roof diaphragm diaphragm connection floor deck diaphragm connection roof without welds roof truss marrage line connection at roof shear deflection hvac unit loads diaphragm connection seismic wind frame seismic frame holdown detail resist uplift seismic frame holdown frame holdown detail seismic frame seismic frame holdown anchor bolt embedment seismic frame top connection seismic frame connection to truss connection to truss eccentric loading on columns shear stress seismic frame brace below truss design case NELSON-BOURDAGES, INC., P.S. Consulting Engineers . B 8 11411 ME. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 • FAX: (206) 820 -0947 Made by k. - Da te � �y Date q job 1 1031 Sheet No. ( f Fr/s" 6 '----- Checked by Description s J 5 / Fp_/Vj jobNamei2__aNG 1- �_ o S�� /,� n pl`D CASE I STEEL COLUMN ANALYSIS - version INPUT: LOADING; AXIAL LOAD (KIPS): CLOCKWISE MOMENTS ARE POSITIVE MOMENT @ TOP (FT -KIPS) MOMENT @ BOTTOM (FT -KIPS) INTERIOR MOMENT (FT -KIPS) SECTION: T.S.3X3X1 /4 TUBE STEEL Fy(KSI)= LENGTH PAR. TO Y -AXIS "d" (IN)= LENGTH PAR. TO X -AXIS "b" (IN)= WALL THICKNESS "T" (IN)= ,TL COL VER. 4 6/85 ILOAD CASE =2. X P 14.40 M -TOP 0.61 0.00 M-BOT 0.00 0.00 M-INT 0.00 0.00 M-DES 0.61 0.00 CM 0.69 0.60 KL 10.00 10.00 YIELD =46.00 K5I T5 3.0 X 3.0 X 0.25 1.6 -1A 0.56 1.6-16 0.31 FBX =30.36 FBY =30.36 FA =12.55 -SECT. PROPS. - X -X 5 =2.13 R =1.11 Y-Y '5 =2.13 R =1.11 AREA =2.59 Mx= My= Mx= My= Mx= My= 1.1 22.50 0.30 0.00 0.00 0.00 0.00 0.00 46 3.00 3.00 0.25 S T L COL VER. 4 6/85 LOAD CASE =1. INPUT X 2.50 M -TOP 0.30 0.00 M -BOT 0.00 0.00 M -INT 0.00 0.00 M -DES 0.30 0.00 CM 0.60 0.60 KL 10.00 10.00 YIELD =46.00 K5I TS 3.0 X 3.0 X 0.25 1.6-1A 0.80 1.6 -1B 0.37 FBX =30.36 FBY =30.36 FA =12.55 -SECT. PROPS. - X 5 =2.13 R =1.11 Y -Y 5 =2.13 R =1.11 AREP =2.59 EQUATION 1.6 -1A = 0.81 EQUATION 1.6 -1B = 0.37 LCVNO CASs ? - STEEL COLUMN ANALYSIS - version 1.1 INPUT: LOADING; AXIAL LOAD (KIPS): 14.40 CLOCKWISE MOMENTS ARE POSITIVE MOMENT @ TOP (FT -KIPS) MOMENT 0 BOTTOM (FT -KIPS) INTERIOR MOMENT (FT -KIPS) SECTION: My= Mx= My= T.S.3X3X1 /4 TUBE STEEL Fy(KSI) LENGTH PAR. TO Y -AXIS "d ".(IN)= LENGTH PAR. TO X -AXIS "b" (IN): WALL THICKNESS "T" (IN)= 0.61 0.00 0.00 0.00 Mx= 0.00 My= 0.00 46 3.00 3.00 0.25 EQUATION 1.6 -1A= 0.57 EQUATION 1.6 -1B = 0.32 roof truss chord 5 — S— 9 1 W E D 1 4: 4 1 June 4, 1991 Dear Mr. Riehl: EggiNE JUL 1 1 19911 Mr. Joel Riehl CNJJ Architects 120 Lakeside Avenue suite 100 Seattle, Washington 98122 MAHAN & DESALVO, INC. RE: Plan Review Comments Boeing Galley, Tukwila, Washington The following is my response to the structural review comments from both Mahan & DeSalvo and Robert Fossatti Assoc. Concerning the comments from Mahan & DeSalvo dated May 21, 1991: 9i _ T __ / D Comment 1: Structural calculations for the design of the ramps are complete. The plans now show all relevant deck structure including the type of steel deck. Comment 2: One #3 tie has been added to conform to the noted Code section. Comment 3: The calculation requested is enclosed. comment 4: The seismic shear loads which transfer through the roof truss web members was evaluated on page 7 /Frame, (enclosed) and found to not be a governing condition. The shear flow due to roof loads is approximately double the required seismic shear flow. Note that these forces are not cumulative as the seismic frame effectively acts as a mid - span column for the snow load condition. Concerning the comments from Robert Fossatti Assoc. dated May 22, 1991: Sheet S10: The noted reinforcing steel has been added to the drawings. NEL.SON•BOURDACES, INC., P.S. Consulting Engineers • i id I I N E 124th Sweet. Suite 230 • Kirkland, WA 98034 • 206/823.6667 . 0 IS - s -9 1 WE E 1 4: 4 1 Boeing Galley /CNJJ Architects June 4, 1991 Page 2 Sheet S11: The ramp has been designed as a suspended concrete slab as noted. Sheet 5160: The current structural drawings show heavier joists where the mechanical unit occur. Refer to pages 6,7,8 /Roof (enclosed) and to updated structural drawings. Sheet 6320, Section E: Every third #4 bar will be epoxy grouted 6 inches into the existing concrete slab. Section F: The stiffener plate thickness is shown in detail "f" to the right of the section, but will be added where requested. Section G: The anchor bolt will be replaced with a 3/4" dia. A307 bolt embedded head down 9" into the grout. The vertical bars will be embedded 6" into the existing slab and epoxy grouted. Note the addition of epoxy grouting procedure same sheet. Sheet 5321: Section A: The top chord is not to be predrilled. The note refers to the predrilling of the connector plate and self tapping screws to penetrate thru the truss top chord. The #14 screws will remove approximately 2.5% of the material of the top chord. This is acceptable by inspection. Welding of the trusses: The Steel Joist Institute recognizes the effect of welding on trusses. Their comment is "field welding shall not damage the joists. The total length of weld at any one cross - section on cold formed members whose yield strength has been attained by cold working, and whose as- formed strength is used in the design, shall not exceed 50 percent of the overall developed width of the cold formed section ". From Section 105 "Handling and Erection" Steel Joist Institute Standard. The welding which is specified falls substantially below this limitation. 1.5" of weld is required, the width of the member is approximately 7 ", including both legs of one chord angle. Design Calculations: A. The puddle welds have been deleted at the request of . the builder. Refer to current drawings and to page 8/L of calculations (enclosed) which show entirely screw connections. B. Type "B" deck was used, the calculations have been revised to show this. . 0 3 Boeing Galley /CNJJ Architects June 4, 1991 Page 3 This completes my response to the above plan reviews. Please notify this office if further questions arise. LSON • E urdages Inc. ramp design live load decks pan ramp beams ramp design roof joists roof deck roof plan x brace mechanical units on roof mechanical units on roof hvac unit mechanical unit support diaphragm connection roof seismic frame connection to truss ramp design ramp column design NELSON- ROUROACES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Mndeby J I Date 1/ 2 5 /q I / JohNo. 1 i C1 Checked by Date Sheet No. 5 . h ' / Description e xpAp D E3Ai E bts 1 /1=0,5 4,0610 66 r i�J VILT DECKING PER PLAN l /2' BASE PL 0 a (4) 3 /4'O EPDXY ANCHOR (EMBED 6') . JUL 2 9 1991] MAHAN & DE RL'vO, INC. 1/4 BASE PL DETAIL NELSON - BOURDAGES, INC., P.S. Consulting Engineers I1411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 • FAX: (206) 820-0947 Mndeby 4 IA. Date JobNn• i lo Sheet No, Ia irpApvm FDA/AR Checked by Date DcscrIptlo" � D — --I' SS 1 JobNa 11 C�t C . ��a IS 3 X X,1/4 X l'- 67•7 143 /4 •- £ $ \V Loft RZE b i C x /t25 psi) I7rsIC1u \//aLb v + 4 I3,z 4,5 -+ 12,Z 1308K w 3 /I4 1 ' wEtre (3)C•9?-)C1 \\fr...Liz 1 , 2 t=C,�i r� ORACE X BRACE BY TRUSS MFR W/ eot NO CONN •� ROOF TRUSS GIORD -- lYP j/4 � /IYP 1/4 _ \, t 4 X 6'X 1/4 x 2' -0• till - SEISMIC ORACE IS 3 X J X 1/4 13,s z bE`TAIc.. i ,I DES (2 ,, Or \5LD vk �7 NELSON- BOURDAGES, INC., F.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made b � \I N ( Date ti 16 hI Job No. d l 1 03 1. Checked by Date Sheet No. /FN Desiption Job Name Eorl AIU h sVL /A 019 D EVLI N ,S WALL- role- S FQAfr\E. COV VA04) lOw DNE T .M- IspkIC. + Roar Lois ( p 4 /prw +-- r 5320 OM_ Pte. P 9 HQA/^ 1 20,4 4 .4014 = _24,6 �. PEe 1 I OI4AL• Ca PAc i-r OF FDN 3,0 kLF — ,81 VL.h - .25 I�( = 2, S3 Kt., a r5l=,4rz, WC1 -- .,... ...P -�D� ?�•6 �I 2.�a3 �( � .5,,38 le- 14, i, C.IZX NEw It=(IL, GI2� 26.'7 FLCXUR.A(, G P/ ( .2 / 5 (9.2 )(1 O6) 3,8 P- F is c, b I3y r,r. 55 STEP\ \/ALL ok ,t txIS1- I � SLAB p s �r Srr r \ /A Is- bra 1 r CA PAGIT`f 3, 69 KL (R j i I f NJ) .......... 120 PL. (,/ALL) 5.M p-t 770 PLF CFLt -v ) XZ..L 'sF =II o Cao r) 810 PL-r (a:. PI iI re�l) �4 6 - 541' ' - -11 t NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St„ Suite 230 • Kirkland, W/1.98034 (206) 823 -6667 • FA,,��X: (206) 820 -0947 Made by d V t I ` Dater r / } Job No. 01 I 1 Checked by Date I Sheet No. j ��� r YY Description < E1C /NC. re/v Job Neme j I$� fL.W c_ fi\c". CArAcily oF 51 Fk P1 13 rr,v . rod 3, c ku- 131 SAS I N \,IL.L 3.6'7 tjj 8,, 12.4 F[1.451 -1 Rou �EIZ- - �. d r-( N S PrCLTIOKI NELSON INC., P.S. Consulting Engineers 1411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947. Made by Made d 1 Date i 'j /2 6 1 Job No. `� log q Checked by Date j Sheet No. (d �� Description Ir , J ob Name VoIIJ(, ry Svc-- b -s ic N 'i"t ss rep._ JAJ .5 p,N st4 r' rD0. SNoW Lo ,D oN(.( 67rZ.ios (1j c ii 60 (rsieit4 - TkiAs& 6 --itaJDSO 4:0 Fo{22. 20o FLF SHEAR Mow Tea - ro Iii Tb/ C.1=k .D July 15, 1991 pra,„ Terry Bennett P.O. Box 3707 Seattle, WA 98124 Dear Mr. Bennett: CITY OF TUKWILA 620n SOUTHCI:NTERBOULEVARD, TUKH'H.A, WASHINGTON 98188 PHONE a 12061 .133.1800 Gin L. l anMisr's, Manor RE: Boein• Modular Cafeteria Buildin• 14 - 15 8620 East Marginal Way South - Utility Permit Approval (PC '# 91 - 202; The Public Works Department has reviewed and approved the site plan for the above facility with the following minor revisions /additions to the plan that are required: 1) On plan sheet C -1 add: Note 6. Provide Kor -N -Seal boots at SS MH # 1 and SS MH # 2. Note 7. All project work shall meet Tukwila City Standards. On plan sheet C -2, the sanitary sewer line beyond C.O. "A ", shall tie into SS MH # 1 and not the receiving pit. 3) On plan sheet C -2, Water Service and 6" Fire -Line Profile, all thrust blocking for vertical bends shall indicate tie rods. Existing storm drain under building to be capped and abandoned. Agreement for frontal improvements, no- protest water line and access to the Boeing storm drain system, adjacent to East Marginal Way, will be prepared for execution subsequent to the upcoming meeting between our offices. You are required to complete the enclosed Non - Residential Sewer Use Certification Form, forward the original to METRO and return a copy for our files. Please contact Denise Millard, City Permit Coordinator at 431- 3672, . to have the Storm Drain Permit prepared for pickup. The fee for this permit is .$25.00. If you have any questions, please call me at 433- 0179. Sincerely ' John A. Pierog, Associate Engineer . Public Works Department xc: Greg:Villanueva, w /site, plan Permit Coordinator Finance Department METRO Read File Development File: Boeing Modular Cafeteria JP /amc : 7 terry . y4 . • I• - STATION ,A 1-14LT EL. 11.4.50' TER METE? PIT P$ON SITE) SCALE: 1" .=:3F 3�_ ,^ NOMPSON SITE UKWILA, WASHINGTON ■ o A it) c osoz TUKWILA, WASHINGTON • . ... E , LCCAT i ON, S I T E PLAN, SHT. INDEX Y 44, .....-- .1/4 -•, 4-44 .. ......-- „ " ‘ 4: M.1-1.x \ 1 - 1 . I j� � 01 61 x X--- -x:SGw....)C • 15 MODULAR FOOD SERVICE FACILITY �i/ '/ /2 KENUJO 2T1-? ; ; /. SHEET 406 NO. MG NO • • v LAST REVISION r w.,i. _a nww• ate.. . iI AIII11 \11�N1.� R ��►� �wr i ....,w ....'.... PIP114111111i0 4g.4141.1 SYMBOL DATE 1 OF 12 MAY 1 1991 ES OP 31116 1409 fi l&4 144E4 1114 11 CNJJ yam - 3 lamerstamownsammowari CITY JUL 1 Mi. PERMIT CENTER PLAN QE310NATION PLAN 1 MFG. SERIAL NO, I I • I I F F? I TC O I I INSTALLATION O OATE ISS NO, DEPT, SERIAL NO. I AC T i I / 1 �� _ \J _ N Il , t AO L V N I to 2 2h 1.ZV 4 4i ! I Or 1 - IC.\ cam, N 2,e3 Izo 4 N I � _ 4A1 tt rt 0 ; 20 A A � rt t t ., � �� ... 1,N 1 1G I 'LL;, ; . ` tl • ` -1tc'` V. ' ! \' tO 11 ! O I • • .C� � ' ��.�' N ' � L LHH) -1��1 .+ � t S II I N � �� I Z ro1'.61 141 l l) E rill m N r mir. 1 t 2� 2c% I dl n n I t p 2 : 1 a Piro m , NE , ITY OF TUKWILA AI P P • UL 11 1 1 ' ERMIT I I l ..- ._.... i / Compliance Sec ion or & Industries t. S.E. M15; HC-650 A 9689 lo, WA 98504 -9689 SUBMIT ONE COPY APPLICATION FOR OFFICIAL INSIGNIA OF APPROVAL /hereby canny that each inaloma will be atfixod Only t0 the unit to which it is aaaron.d as ahown D110w, 2 ! *(k 14U 5,1L . AL:t2 AWM.LS RE IV ED i t42ari - 6'6 441 l�-; i�. t� • �: , VtTY: STATE iIa• 1 D 1991 { c -1 WAN, I• L�P1+QNa ao cAi DR +eHl 52,( - 2 'a.. r)Af A FU FON 'EACH I1410NtA IC DUi WIN frriCATION —NOT 1U5.1CCT TO SUIMO PLEASE MAKE CHECKS PAYABLE TO DEPT. OF LABOR & INDUSTRIES a rat LNCLost:0 All MalOtua other than ono a no Camay undo, r.I uuq plot plan lashed WINO ep41l4a1wn, City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control #91 -202 Gary L. VanDusen, Mayor June 4, 1991 Re: Boeing Company Building #14 -15 - 8620 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "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 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1-6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is actuated. (UFC 10.313) City r Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC 10.313(d)) 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 doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) 3. A fire hydrant is required within 150' of this building. (City Ordinance #1567) 4. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) Local UL Central Station supervision is required. (City Ordinance #1327) 5. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Page number City ? "Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor 6. Enclosed attic spaces formed of combustible construction shall be divided into horizontal areas not. exceeding 3000 square feet by partitions extending from the . ceiling to the roof. (UBC 2516, 4 -B, iii) All interior wall 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) This review limited to speculative tenant space special fire permits may be necessary depending detailed description of intended use.' Yours truly, _40441, The Tukwila Fire Prevention 'Bureau . BUILDING DIVISION MEMO TO: FILE, PLAN REVIEW #.91 -202 • FROM: R.S.B. DATE: August 5, 1991 SUBJECT: SEATTLE /KING COUNTY HEALTH DEPT.APPROVAI. PLANS WERE REVIEW AND APPROVED ON MAY 16, -199 BY SEATTLE-KING COUNTY DEPT. OF PUBLIC.` HEALTH. SUBSEQUENT PLAN REVIEW :BY OTHER DEPTS AND CONSULTANTS CAUSED CHANGES AND IN TURN NEW SETS WERE ISSUED. KITCHEN PLAN WAS REVIEWED AND THE PLAN REMAINS AS APPROVED BY' S.K.C. DEPT OF PUBLIC HEALTH. COPY OF STAMPED; SHEET REMAINS IN FILE. FOR RECORD. • II lIU Mahan &DeSaiva CONSULTING ENGINEERS August 2, 1991 Dear Mr. Griffin, RECEIVED CITY OF TUKWILA AU 0 Z 1951 PERMIT CENTER 1200 •5th Avenue, Suite 1910 Seattle, WashIngton 98101 FAX (206)6248151 (206) 6248150 Duane. Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 ':Regarding:. 91 = T -10 (Boeing Bldg #14 -15 Modular Cafeteria) We have received information on the proposed . project and have . reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building. Code. We have no additional comments. Enclosed are the drawings and calculations for your use .Sincerely', ,Cry tal 1<p ke CLK:3 Terry Bennett Boeing Military Airplanes P.O. : Box 3707, M/S ;:46 -87 Seattle, Washington 98124-2207 RECEIVED C17Y OF TUKWILA iU E� : 1y1 PERMITCENTER S p 1i Mahan &DeSalvo CONSULTING ENGINEERS July 22, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -10 (Boeing Bldg #14 -15 Modular Cafeteria) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Call out the size of the tube steel columns at the ramp. 2. Provide calculations for.the design of lateral loads at the ramp. 3. Section G /S320 calls out 4 - #3 ties; actually 5 are provided. 4. The connection shown in Section G/S321 will cause the seismic brace to carry dead /snow /live loads. The truss manufacturer must be provided with a loading diagram showing the locations of supports. 5. The lateral load transferred through the truss to the seismic brace must be provided on the drawings for the truss manufacturer's design. 6. Clarify the capacity of the welds between the roof truss chord and the 4x6 angle as well as the 4x6 angle and the tube steel as shown in Section G /S321 for lateral forces. 7. In our previous comment letter, we requested calculations for the design of the foundation shown in Section F /S320 for downward force due to the lateral overturning moment. We did not receive calculations addressing this issue. Please have the applicant respond to the above comments itemized letter form and resubmit two copies of revised and one copy of revised calculations, as required. All inquires are to be directed to our receptionist. Sincerely, Cry.tal Kolke CLK:2 cc: 'Terry:Bennett Boeing Military Airplanes P.O. Box'3707, M/S 46 - 87 Seattle, Washington 98124 - 2207, 1200.5th Avenue, Suite 1810 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 ( , i f' t. 11 \v /11- ;riiil .. , JUL 1991 I,. ql ac)Q in drawings status ITEM COMMENT 41 i4 1� G - 2Mi - r 'carom c2.Ti4E 40voLA.e • FX D St20(c .Actin pi 0 :U5 A F p .! : !•. ► • _ LA 002 EN TI- 41cuL IEC,) Acv AppeoOAL. -- 't'CAht+.11t,tct 4aND FSLIC Uioe.t4 • 't L .- : f.,.t► c. 4 5 de ..1 _ •• ' 4 . t' ,,. , i / . c ' . Q .: s N 'V A r 06 ■A z ; Fou.oc.Jf t tC\ 1 N FDS .M Att • N a.. A ►. A • • _. 4 A l © ..: I .15u1 — . .&r A 6 1.1-0 • _ to LP .... 6,1 I I1JLG A P•• • • _ ► _ G j a g IstJ O ai to PaeD I&)Al2 E ba Dnoo-5 i=t2ootoit44 4tcc,ESS Tn Tt4l DtctLI . u l3 4 1. ' 0 0 7 5 4 5 A i 'g A • I _ . Q ( 5 131 • e.t • G • Ir i, C A ill .._, , 0 ■I. ! ... <1I I s t4) I P E \CLompcst51-4ED. (141 G4-4t<iXX4F 114DicA E I( B ••..0 • A _. T5 0 Utv9 , MECA MA 1 CAL:1 CALL FO "T4 -4e. twslA( Tn4 OP A CGASS T. krt tew •bV.. A t - 4-4000, Thootoe 'DFi AiL (ON CLANS) A14o 1- (STOW/ 644AFr Et•aoSUP.E R65EM t U1, l MI PM , .x . , . 3 or ,/_ L . ....€ — L 1 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: -- fso1�:-INC, t * 14 -IS PLAN CHECK NUMBER ADDRESS: SC2 oz - M.Ae- CottQAL LUrtc S, DATE TRANSMITTED: SoN C1 PLAN CHEC 'ADDITIONAL INFORIVR4TION REQUEST q I -zoz 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. PREPARED B 400( ` DATE: DATE: RESPONSE RECEIVED: CITY OF TUKW1LA Department of Community Development - Building Division Phone: (206) 431 -3670 ADDRESS: E3G-ZQ E. MA' 1 NAL 10A(A 5. PROJECT: y oEt . ft , ict * 4 _ 15 DATE: OCCUPANCY GROUP A -3 , C erERIh. TYPE OF CONSTRUCTION - }R4 LOCATION ON PROPERTY 'Ef : • 11■ M /• BUILDING HEIGHT /# OF STORIES 1 0 6 • l� FLOOR AREA OCCUPANT LOAD 76W 6.F. -.t , t2.00 tt vamp d� cror4EN 3%, /200 c Z - T�ct� • 160 ocao -- 1 cz:1701, Z54 Cam. 6 250 1Nt1�C1 �M Oa- - Tux) Lt �j O . • exrrs Et 1 T M1 t-1• M11.1 4Z EP,AteAT1a14 ALL EAS 'P.1Ot) IOE.D ( �! ► r =��! Ck1 i4(E : tit lG 1-I xoe ".EQD R Q. PCC6sS - voolas RT GAE GT R.IA EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY �K � t\ . TYPE OF CONSTRUCTION r, • Foe_ 'T 1J Cawo PART V, CHAPTER 23, U.B W.S.E.C.1 L • �{_, QEIFtJ CHAPTER 51 -10, W.A.C. QQ1Z1 L�� Access 6, — LeoFQ..1SQee.. (.06'(Z11cSET5 NOTES 14 1 A114 PREPARED BY: •u • IA IP r • lk / • k L. PLAN REVI EVVV CAFEI - mu\ vt1,11N1. Ae.e =- - 540/t 6 = 2367 • tRO 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PLAN CHECK NUMBER 9 I- zoz ALL 0C1.4ER XV0St1CLES CAF 6121A A&> (id .'. K. 140W-tali ? Gr T1ON • • CONTACT Pi)(XlcANT Ger I- 15TEC) DeeDtaN 0 temC,'DUCVEk- LcY E oct 'x')65, , , DATE: U; i U O,k, C . _ 41111 Mahan &DeSalvo CONSULTING ENGINEERS May 21, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -10 (Boeing Bldg #14 -15 Modular Cafeteria) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide calculations for the design of the ramps shown on Sheet S11. Specify the metal deck type and size on the drawings. 2.. Revise Section G /S320 to show ties at the concrete column as required by Section 2607(k)3D. 3. Provide calculations for the design of the foundation shown in Section F /S320 for downward force due to the lateral overturning moment. 4. Specify on the drawings the lateral loads at the top and . bottom chords of roof trusses that the truss manufacturer is to design for. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings . and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. erely, Carl Geiger CAG:1 cc: Terry Bennett Boeing Military Airplanes P.0, Box 3707,` 46 -87 Seattle, Washington. 98124-2207 q l 1200.5th Avenue, Suite 1910 Seattle, WashIngton 98101 FAX (206) 624-8151 (206) 624.8150 MAY 221991 crry TuNvviLA DFPT CITY OF TUKWILA 6200 SOUTECENTER BOULEVARD, TUKWILA. WASHINGTON 98188 TO: FROM: DATE: SUBJECT: MEMORANDUM PHONE b (20614331800 Gary L. IanDusen, Mayor Ca-.' j_qg - ,F502'19 r _ or r Q b% E e 1 10 j rfi iY VICINITY 14.14 WATER TANK 14.13 LOCATION SHEET CONTENTS TITLE, LOCAT I ON r SITE PLAN, SHT . INDEX FLOOR & REFLECTED CEILING • PLANS EXTERIOR. ELEVATIONS DOOR 4 FINISH . SCHEDULES, BLDG. SECTION DET.A i LS DETAILS K I TC {EN KITCHEN K I TCHEN K I TCHEN K 1 TCHEN KITCHEN EQUIPMENT SCHEDULE EQUIPMENT SCHEOULE EQUIPMENT PLAN MECHAN1 CAL ROUGH • I N ELECTS@ I CAL ROUGH 1 N DETAILS JORGENSEJ CORP Ket f'V'ORTN C 1988 U.Q.C. AND APPL ICAL3LE LOCAL CODES XI N. A-3 25 P.SP. 100 P,.SF. 3, Z =0.3, (W1.0 5ASIC WIND SPEED, EXF'OSURE "C II, 1 1.0 ±°1,520 SF. ENCLOSED, *1,200' S.F. AMP ETC. ¢319,046 5.F. 2325% ONCLUDES ALL 15LDC 5. ON SITE) REVISION • EL. 114.00' DATE ;N 8/3 51' 16" ID ` -- x- ---r-x x: ---:x— r- x- c--X -- fix', -- SOUTF4 PROPERTY LINE 1,x#99.53' /,/' = Z "O' - Lz 14.15 MODULAR FOOD SERVICE' FACILITY BOEING DEFENSE AND SPACE GROUP TUKWILA, WASHINGTON • .. "r'. , s1 'S! ' . ALY y�F:tiiiY { 1 ; -':' ;:`! �n'y'' ;. v „F.;:•>.�t,�f ',F£'f ✓ - ,n. 47,` il:' ' i3' 'r -r MAINTAIN MIN, 60' CLEAR 5ETUJEEN IBUILDINCS FC),R FIRE DEPARTMENT ACCESS 10” CONC. APRON / TAXI STRIP • EL. 115.60' O AUBURN , WA. x8002 O BE, LEVUE , WA , 98007 E FERETT WA. 9820 E O KENT, VIA. 98031 O PORTLAND OR'. 97220 O REN T ON WA , 98055 III SEATTLE, WA , 98 124 ://7; 01. 115.S0' --„ 'EXIT F 14 -01 6L 60' LINE AROUND EXIST. 14-01 EL. 115:0' EXISTING LOADING LANE UR.5 SI TE PLAN J C.13. \ EL. 114.10' EA5EMEI4T LINE 14.15 M 1,32 EM RCx.E TF NC 1RA1 T el 5 ,44# /v L. 115.10' EL. 114.50' PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY kg 0 STRUCTURAL PER UNIFORM BUILDING CODE NON - STRUCTURAL PER UNIFORM BUILDING CODE ❑ WASHINGTON STATE REGULATION FOR BARRIER-FREE FACILITIES ❑ WASHINGTON STATE ENERGY CODE SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, bMISSIONS AND INCONSISTENCIES. DATE IN `"2:1C)._y L DATE OUT `'�' 2 • j BY: C c, r ;� , MAHAN & D.SALVO, INC. AUG FILE COPY I understand that the Plan k approvals' re 5 ub(ect to errors and omissions Arad approval of p: a ns does not authorize' the violation of any a dopted cod -a or orcfinar -, Receipt of contractor's copy of approved plans acknowledged. f � ,. ��' -_ Date....., ,lV :/ Permit No - LD'i 1 BUiI_DI G D ISION CITY OF TUIC 6 A114.30' APPROVED CNJJ . eu i il' ACCEPTAB THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. APPROVED 14-15 MODULAR% FO0D SERVICE FACILITY DATE L• ; t7�e3»r,'aj}?rrga.w ; '.►' zp r1zY. F . irf 't+"' ..1 / rF: - f�/ '� t '• 11 1111 II11 . 1111111If 1J111f4 111111Il111!11 0 18 THS INCH 2 3 4 III lI IIIl111I 1III11111111IIIIIIIIIIIIIII1111 111111 11 11111111 5 6 7 6 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. III llIIII 9 10 11 MADE IN GERMANY 12 06 6Z Be LZ 9Z S 'hZ Cr zZ Le 0Z 6L 8L L.L 9L 5L bi Cl Z 11! l LL OL 68 L 9 S 7 C Z L WYY 0 111111ii 1h;lillIIl 11 1lIIIii111iilIII11I;�I�►IIIII IIII Il 1ii 11111l! Ii1II1II! I 1llIll! !T1! ►IIIIIli1!111111►1111111►11 111 iii111111 !IIIIIII11iIiill111lliIlllli!i iIIIIII !11111!i1►1111;11111; ill iil1II�11iiIIll111 !tiiiIiiIilI111 11111IIIiII1111liii! T1I1111; 1IIIIllili iIl;Illil11�i1111111if • •■• -' PROVIDE S.S. TRIM ALL AROUND PA5S-THROLesf-1 OPENIN * DISH ROOM i4OE EI •••• •• •• • • • • • • • • • • • 11 • • • • • • • • • • t • • • • • • • • • • • • • • • • • .• • 0 0 • • • 4.4 ■I • • • • • • • 1 k • --OLITPOOR LIGHT rIXTURE (DIAGOZAMMATjC REPRESENTATION O AUBURN, WA . 98002 O BELLEVUE , WA . 98007 O EVERETT , WA 98201 O KENT , WA . 98031 O PORTLAND, OR . 97220 O RENTON, WA . 98055 O SEA TLE WA . 98124 ZEXHALIST }-1000 pRovice SCALE* 1/6" l'-0" ACCEPTABILITY THIS DESIGN AND/OR SPEC IP ICAT I ON IS APPROVED ArtaorectuRAL CEILING BATTEN APPROX. I2W.X4V. SIM, TO S/A-80 BELOW SPACE BUTT JOINTS EVENLY MIN. V-0* O.C. • w Ffxrure OVER VANIrr BUILDING DIVISION NOTES: 1. IN GROUP A, DIVISION 3 OCCUPANCIES HAVING AN OCCUPANT LOAD OF 50 OR MORE, EXIT DOORS SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE. THIS REQUIREMENT APPLIES TO DOORS MARKED El, Wi, & W2. 2. EXIT ILLUMINATION: A SEPARATE SOURCE OF POWER SHALL BE PROVIDED FROM AN EMERGENCY SYSTEM FOR LIGHT FIXTURES REQUIRED FOR EXIT ILLUMINATION. U.B.C. SEC. 3313 (b) 3. DINING ROOM OCCUPANCY CAPACITY SHALL BE POSTED IN A ROOM. A CONSPICUOUS PLACE ON AN APPROVED SIGN NEAR THE MAIN EXIT FROM THE 4. THE DUCT FROM A CLASS I KITCHEN EXHAUST HOOD SHALL BE ENCLOSED IN A 1-HR. SHAFT ENCLOSURE PER REQUIREMENTS OF U.M.C. SEC. 2002 (d) . A SEPARATE MECHANICAL PERMIT IS REQUIRED FOR THIS CLASS I HOOD. PROVIDE DETAILS OF A PROPOSED 1-HR. ASSEMBLY FOR APPROVAL PRIOR TO INSTALLATION. GENERAL ILLUMINATION LIGI-ITING NOT e4,10UN - REFER TO ELECTRICAL CONTRACT POCLIMENTS FOR LIC.044TING REOUIREMENTS FLOOR 8 REFLECTED C E L I N G PLANS THOMPSON SITE TUKWILA, WASHINGTON -‘k 7,X • IIIIIIIIIIIIIIIIIIIIIIIIII1 IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 le rms imcm 1 I . 1 ) 3 4 5 6 7 8 9 10 11 , A0EiNGER.vo 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OC 6Z 8C LZ 9Z SZ ' CZ ZZ LZ 0? 61. 81. IL 9L Gl 4 71. CL Zt 1.L 01. 6 8 1 9 S C Z 1 I I. " 0 1111111111111111111111H11111111 d 111111111111111111111111111111111111111611 A 11111111111111111 hill 111111111111111111111111111 11 1 1 1 11111 1 1 1 111111111d1111111N11111111111111111111111111111111111111 1 111111111111114111111111111111111 1 11111111111111111111111111111111111111111111111111111111 • ' [ ':' ... .: - . , :7 I1 • • i omomituommooll. I lomoolomor mom 11111112111iIINNIMMII.1111 • is 1. • omo.laolimoolosou loOmorAilinoliaolIMO oulmmomoolooOloOmml.01gullOUIONNIMISIiniel II IllumPulW40012.1•11 follIMII.O.1111.11mormampiemOmpoo omonimmomville omprommimmo' ammo •,• . 111111111 • 111 N • 11 p liMminu MIN Pi 16 1111010 Nommuoilo comolimmoorupo. 6.1•11110 NiMmilml slawirumou mumpu ionlomolifoorAmMololot o mon _omiumomm sompluomoonooleurolooion II .= ammo • I • I 1.1111111111111111INIDMI IIIIIIIIIIIi1111111.11.11111111111ff liamliiiiiinimulumumillil...11.111111101181111 Mom • i• ••• go 1.• - -- - -- WALK- IN COOLER 6H. GALV. STL. PIPE !BOLLARD ('4 LOC) - INSTALL SIM. TO 5/A4 PLATFORM FOR WALK-N COOLER SOUTH ELEVATION CONCEALED DOLINSPOUT, 4 SPLASHESLOCK - CONTRACTOR DETERMINE SIZE, QTY. 4 LOCATION - 504,4 /5UMPER ASSEME3LY • [-,1 t_nAVBURN , WA . 98002 BELLEVUE , WA . 98007 C..] EVERETT , WA. 98201 KENT , WA 9803 I PORTLAND , OR . 97220 RENTON, WA . 98055 SEATTLE WA . 98124 PROVIDE ONE 16"X10" CRAWL -SPACE VENT EA. SIDE OF EA. MODULE 7-- HORIZONTAL E3OX CHANNEL MTL. SIDING PREFERRED FZOUTING OF EXTERIOR ELECTRICAL CONDUIT APPROXIMATE LOCATION OF UTILITIES TRENCI-4 CRAIUL -SF'ACE ACCESS DOOR CONCEALED DOWNSF'OUT, 0 E is"xop 4 SPLASHE3LOCK CRA CONTRACTOR DETERMINE SIDE OF EA. MODULE f3IZE, QTY. 4 LOCATION GUARDRAIL 141/ HANDRAIL MODULE JOINTS IN ROOF MAY !BE FLUSH W/ WELDED MEMBRANE OR PARAPET W/ PN. 6" TURNED- UP MEMBRANE' CAPPED W/ MTL. CAP FLASHING TO MATCH EXTERIOR MTL. JOINT COVERS. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS PROVED DATE 14-15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE • TUKWILA, WASHINGTON --- LINE OF DOLINSF'OUT ESEHIND MTL. JOINT COVER (WI-IERE occuRs) MODULE JOINTS IN ROOF MAY 5E FLUSI4 W/ WELDED MEMBRANE O' PARAF'ET W/ MN. '6" TUNE- UP MEMBRANE CAPPED MIL. CAP FLASHING TO MATCH EXTERIOR MIL. JOINT COVERS. LAST PtEVI S I (Pi PROVIDE WEATHER SEAL IBETWEEN CAFETERIA 4 WALK-IN COOLER ■ • • . C -f7. 11 mANN0ER.AnY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 16 THS INCU 1 2 3 4 5 6 7 8 9 10 , • • t 0€ 6Z 8c L 9 SZ 1 /.7. CZ ZZ !.e 0? 61 81 LA 91 St '71. CI ei tt 01, 6 9 L 9 SVC I efir+ IIIIIIIIIIIIIIIIIiIIIIIIIIHIIIIHII . • , . . . . , t m • 4 • • ! V 1 ACCEPTAB THIS DESIGN SPECIFICATION APPROVED BY OMIMIIIIMIIIII I I TY 11. AND/OR I S APPROVED DEPT. DATE Miliii"rigawD J r� r 7 h, ; .. I . 1 21 S1 , _ DOOR I N I SH :ACHE DUL ES► BLDG . SECTION a CAST R s1! S l at! • t3jet� . ' i'; SHEET -1 . L 14-15 MODULAR FOOD SERVICE FACILITY t�. i r �_..,__. �._.._ ._ , 'THOMIPSON SITE 1 WASHINGTON TJI�WIL,4, WASHING r ON J00 Imo. `1I iiii D kTi ROOM NAME A.C.T. I A.C.T. II 1�.I"'. F. R.B. S .S. S.V. HWARE. 6 - 0 ACOUSTIC CEILING TILE TYPE I ACOUSTIC CEILING TILE TYPE I! GLASS FIBER REINFORCED PLASTIC PAINT RUBBER BASE STAINLESS STEEL SHEET VINYL MAIL. Ham. GLAZING TEMP " TEMP. " TEMP. " TEMP. 1 4" TEMP. FLOOR TYPE C PREP. AREA KITCI 4EN STORAGE TOI T/ OCK R VESTIBULE S .V. S.V. 5.V. S v. 5.V. 5.V.5.V. S.V. S.V. 5 v 5.V 5.V .RP. F.R.P. F.R.F. F.R.P. F.R.P. A.C.T. I I A.C.T. I I A.0 NOTES 1245 NOTES 445 NOT S 4.45 NOTES 1 45 SASE WAINSCOT WALLS NOTE* NOTE 1: ALL WALLS GET BOSTON BUMPER SERIES 60 8UMPER/ CHAIR -RAIL FLUSH AND /OR INTEGRAL W/ WINDOW SILL NOTE 2: BOSTON BUMPED: 60 SERIES BUMPER ALSO FUNCTIONS AS WAINSCOT TOP TRIM NOTE 3: S.S. FLASHING SOUTH WALL UNDER EXHAUST HOOD SEE KITCHEN EQUIPMENT PLAN, SHT. K3 NOTE 4: 4' -0" S.V. WAINSCOT TERMINATED * 4' -0" APP. W/ BOSTON 60 SERIES BUMPER / NOTE 5: WAINSCOT 4 6" BORDER AROUND WALLS 4 CABINETS AS WELL AS X12" WELDED -IN STRIP ALONG- MODULE LINES RECIEVE CONTRASTING COLOR (TO BE SELECTED) VINYL - SEE DTL. 21A -4 EXCEPT THAT IN K.IYC.HEN $ SERVERY, =I2" STfZIP ALONG4 MODULE PAID or 3' -0" DOORS PAIR OP 3' -O" pOtO! S PAIR OF 2' -0" DOORS REVISION um � >�� r fir. rlrrrrrfrelr rr r um moo � rrr rr rr�r r�rrr r�r' >rr 1iii r�Irri rrwrrrrtiiMr�lra r lmill a �rilrir'i ° r�i11 11 i rii�iii r �ral'� rli�r�ir I�rII �Irrr ■r iir ��rrr I• a rllr a i ara rr� i r � �� ■/4r 1 =r�� �� 1 r rr ■r IMrIrI NM Irr rrN ■ I MINK •r�r Mr Ilr�r/rrrr Ir r8111 1111rrrlir■IIlr1ri — — -r111r --- 111111111111111111111 REMARKS TYPE 13 F A C I L I T I E S ty- ArIZEITAIAW DEPARTMENT 1 c .r r t �. s TYPE E O AUBURN , WA . 98002 O RELLEVUE , WA . 98007 O EVERETT , WA . 9820 I O KENT , WA . 9803 I O PORTLAND, OR . 97220 O RENTON WA o 98055 r SEATTLt , W A , 98 124 1 ,f WINDOW LEGEND TYPE A DATE FIXED UNIT TYPE B • ii =--FOUNDATION WALL _ f caNTl4 :TOR DESIGN) k "-- - TRENCH DRAIN 0 10 THS INCF 1 2 3 4 5 6 '7 8 9 10 11 MADEINGFRNAtfl 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 06 6Z Be GZ 9Z GZ +72 CZ ZZ 13 OZ 61 81 Ll 91 5L hL Cl Zl II Q 6 B L. 9 S +! C Z l ww O IIflllilflli ►fflnfflf1fflnllllfnlfff 111111filf1flllllffflnfll► of Ili► In1I6ll ffflllffl!fff6lfffl1111111 linfllfflllfnlflIIIIIIIIIHIIilnIIIIII fllfffilnIIIIIIIIPUIrni 1 l(IJ ffflIMIIIIIIIIIIIIIIfIIIIIIIIIIIIIIIIIIHIMITIMIIIIIIlIIITII i III !IfIIInlrfflfflllulllfllllflll1 A -I A -3 IIIi1IIIIIIIIIIIIhhh (IIIIIlhIilllillillllll 1 1IIIIIlliIIIIIIIIIIIIJI'1II�I IIIIIII�i;IjI!IIIIIIIIIf III�IjIIIII I�IilliIIIIIII$I I�I! II1! IjillllllI llIllII!IlIIItIpi�IIIII�III IlI1III1Iil1ill! • BUILDING SECTION GALE: 1l8 "2I' -0" 1 .. MODULE JOINTS IN ROOF MAY BE FLUSH JOINTS W/ WELDED MEMBRANE OR PARAPET W/ MN. 6" TURNED -UP MEMBRANE CAPPED W/MTL, CAP FLASHING TO MATCH EXTERIOR MTL. JOINT COVERS USE MAXIMUM SLOPE ACHIEVABLE GIVEN CEILING HEIGHT, STRUCTURAL SYSTEM AND MAXIMUM STANDARD TRANSPORTABLE ROAD HEIGHT (HEIGHT THAT CAN : BE TRANSPORTED WITHOUT SPECIAL ROUTING OR P'ERMITS) - MN. SLOF'E 1 4":1 1 UNDER FULL DEFLECTION ` --- - - - 4 6011.4NSPOUT CONCEALED IBEHIND MTL. JOINT COVER (ROOF 4' RAINWATER COLLECTION SYSTEM DESIGN E3Y CONTRACTOR) SLOPE ROOF DRAIN LEADERS FROM -EAST SIDE OF, BUILDING UNDER FLOOR TO TRENCH- DRAIN ALONG WEST WALL T1 OF TC11CW A ,APPROVED AUG `'1991 AS BUILDING DIVISION 2,10 Lkktaide ,}smut. Suit. J00 1eattee, waahitxgtob SRl relaphona: 2G6 324 1400 . FAX' 801 4 x491 I PANEL 4 t TYP. A -4 -5 K--3 A -4 ••••••a •a.•.eu SNEEZE GUARD SEE DTL. 2/A -5 2x4 WI. SUPPORT e 24" 0.C.4 to EQUIPMENT REMOVABLE PLYWD. —4 K A -4 SECTION SIM. 4 A- 4 A-- 31 01 —.}. C.e o. Sn ..om.. A -4 -5 FLU:). MOUNTING 0 L. BRACKET AT CONTROLS "-.e.. CART, DOOR OF P -LAM. OVER " PLYWD. 3/4 PLYWD. W / , , P -LA1I. FIN. • ALL INT. FACES 4 EDGES TYP. TO4IN VINYL FLOORING UP - 3 4 ' It PLYWD. CABT. FACE /BASE TO UNDERSIDE OF S.S. COUNTER S► •MMISIMIIN SECTION 2x4 . SUPPORT *a ; 24" OG.4 AT : EQUIPMENT LOCATIONS -t S.S. COUNTER OVER 3/4" PLYWD. VERIFY OPENINGS W/ MFR -- 3 4" PLYWD. W/ P- LAM.,FIN. * ALL L INT. FACES 4 EDGES TYP. - ---- �-- -- CAT. Doo1,OF P-LAM. OVER A4H : RECES►D MTL, _ STDS. T . . TURN vtNYL FLOORING P 3 14" PLYWD. CAW, PAC /BASE TO UNDERSIDE OF COUNTER erred CABINET MOUNTING CLEAT T7P. SECTION VINYL I —VINYL 2 It PEN SECTIONS TYP. ♦\ ABOUT 4. COND. 9A I COND. 9 11 r S.S. COUNTER OVER 3/4" PL YWD. S.S. TRAY SLIDE TURN VINYL FLOORING UP 3 /4" PLYWOOD CABINET SIDES 4 BASE TO UNDERSIDE OF S.S. COUNTER CABINET MOUNTING CLEAT TYP. SCALE: 1" 1' -0 7 --OUTLINE OF EQUIPT SEE 57D. EQUIPT. DWG. S.S. FlNI -4 TYP. -- CABINET MOUNTING CLEAT TYP. 3 A A -•✓ SCALE: 1" : 11-011 • SNEEZE GUARD SEE SIM. ITL. 2/A4, A5 OUTLINE OF QUIPT. - SEE STD. EQUIPT, DWG. 0 MTL. LOUVER (12"W.) 2x4 WD. SUPPORT AS REQ'D. SCALE: 1" >x 11 -0" REVISION S.S. FINISH VINYL FINISH S.S. TRAY SLIDE S.S. SHELF OVER 3 /4 11 PLYWD. LEDGER 4 FRAMING 10; K -3 ► -4 3 4" PLYWP. DRAWER COMPARTMEN SECTION 2x4 WD. SUPPORT 24" Q.C.4 AT EQUIPMENT LOCATIONS 3 /4" PLYWD. WI P -LAM. FiN. * ALL INT. FACES 4 EDGES TYP. CA83T. DOOR OF P -LAM. OVER 3 /4" PLYWD. TURN VINYL FLOORING UP 3, PLYWD. CA63T. FACE/BASE TO UNDERSIDE OF S.S. COUNTER CABINET MOUNTING CLEAT TYP. � * SECTION VINYL FINISH WAINSCOT UP TO WALL BUMPER 2 1 /4 " + STL. PIPE- ATTACI -I TO EA. END WALL - P.2 TURN VINYL FLOORING - UP EA. WALL FACE TO UNDERSIDE OF &Z. SHELF 4 WALL BUMPER SECTION 3214 ..:... f; AL IGN 2x4 WD. SUPPORT • 24" 0C.4 AT EQUIPMENT LOCATIONS I - ---- -- C ©RD ACCESS WI GR..OMM`v T DRAWER FRONT, SACK 4 SIDES O F 1' t1 PL i �/ LUOQ✓ DRAWER BOTTOM OF 1 /4" PLYWD. S.S. COUNTED OVER 3 /4 PLYWD. 1 • 411111111111hrm ;tip - r :, A N DRAWER FRONT OF P -LAM. OVER 3 /4 11 PLYWD. TURN VINYL FLOORING UP 3 /4" PLYWD. CART. FACE/BASE TO UNDERSIDE OF S.S. COUNTER —VINYL 1 —VINYL 2 TYP. AROUND ALL CASEWORK 4 ALL WALLS W/ WAINSCOT CABINET MOUNTING CLEAT TYP. A -4 • -5 • • • 2 1 -0 11 SCALE: 1" = PEN SE � A -4 11 „011 ISSUED FOR 15I11 ADDENDUM 1 111111111111111 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. APPROVED SCALE: I" is 1 011 WALL BUMPER FIT VINYL TIGHT TO S.S. SHELF 4 CAULK K 3 -3 A -4 10". OPENING VINYL FINISH TRASH RECEPTACLE 4 DOLLY 3 A -4 34 PLYWD. W/ P -LAM. FIN. ALL SCALE: 111: 11 -0tt Ar FACILITIES DEPARTMENT REMOVABLE FWD. PANEL - ATTACH TO BLK'G. W/ UV. SCREWS IN THREADED INSERTS AT 12" O.C. 2x4 W. SUPPORT s 24 0 .C.4 AT EQUIPMENT LOCATIONS 3 /4" PLYWD. W/ P -LAM. FIN. ALL • L. INT. FACES 4 EDGES TYPE CART. DOOR OF P -LAM. OVER 3/411 PLYWD. RECESSED MIL. SIDS. TYP..-- - TURN VINYL FLOORING UP 3 /4" PLYWD. CA 3T. FACE /BASE TO UNDERSIDE OF S.S. COUNTER SECTION CAF3T. DOOR OF P -LAM. OVER 3/4 PLYWD. TURN VINYL FLOORING UP 3 /4" PLYWD. CART. FACE/ SASE TO UNDERSIDE OF S.S. COUNTER K— 4-4 O AUBURN , WA . 98002 O BELLEVUE , WA 98007 0 EVERETT , WA . 98201 O KENT , WA . 98031 0 PORTLAND , OR • 97220 O RENTON WA. 98055 K SEATTLE . WA. 98124 A -4 A-5 I q ° SECTION S1M.A 4 SECTION S.S. FINISI•1 a INT, FACES 4 EDGES TYP. CABT. DOOR OF P -LAM. : • OVER 3 PLYWD. RECESSED MIL. $TOS. TURN VINYL F LOORING UP 3 4" PLYWD. CAE3T. F=ACE/SASE TO UNDERSIDE OF. S.S. COUNTER ®. 4 ---- -- 2x4 WD. SUPPORT • 24" O.C.4 AT EQUIPMENT LOCATION" -�- . REMOYAIBLE PLYWD. PANEL ATTACH ---- TO 15LK'G. W/ U1D. SCREWS IN THREADED INSERTS AT 12" O.C. RG1STEftE4 IIECT *A01404146 • E 31 - 011 S.S. FINISH TYP. SCALE: l" at 1' -011 d!: A -4 }A- 61 CABINET MOUNTING CLEAT TYP. A -4 A -5 . 0 S!M. SCALE: I" = 1'-06 5 1 6 " 011 SCALE: 1" — O il tY1 OUTLINE OF EQUIP.- SEE EQUJP PLAN 4 GCHEPULE . 2x4 WI,. SUPPORT • 24" O.C.` AT EQUIPMENT LOCATIONS S.S. COUNTER OVER 3 4" PLYWD. VERIFY OPENINGS W/ MFR. ---- • 3 /4" Etna". U ". W/ P -LAM. FIN, • ALL NT. FACES 4 EDGES TYP: 2x4 WD. SUPPORT AS Q`D.— MTL.. LOUVER (12 "W.) TUB- VINYL FLOORING UP 3 /4 1 i PLYWD. CART. FACE/BASE TO UNDERSIDE OF S.S. COUNTER CABINET MOUNTING CLEAT TYP'. - ----- EQ. K-3 aA- K -3 4 I1LE SIN. SECTION • • • / 11 EQ 3 "R. TYP. 11 SECTION. • S.S. COUNTER OVEts2 3 4 t1., .PLYWD. VERIFY " OPENINGS W/ MFR 3I-0" SA. TRAY SLIDE —3"• SM. PIPE DIVIDER €3EYOND - ATTACH To PONY WALL - SEE PLAN FOR MOUNTING LOCATIONS (3. LOC.) P2 S.S. WALL CAP W/ 2 BULLNOSE 4 EQ PRIMPED BACK. 7-- PONY WALI. (t5" W.) W/ VINYL FIN. (PROVIDE BLKG. AS REQ'D1) — LINE OF JOG IN WALL BEYOND - SEE PLAN , 31 , 011 OUTLINE - OP EQUIP.- SEE , EQUIP'. PLAN 4 SCHEDULE +,. TRAY SLIDE CONT. S.S. DRIP PAN- INTEGRAL WITH COUNTER TOP ' - DRAIN TO FLOOR` SINK TYP. • SEE "DTL. 4/K -4, OUTLINE OF FLOOR SINK SEE' SHEET, K -4 CABINET MOUNTING CLEAT TYP. CABINET SECTIONS — 14--15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE TUKWILA, WASHINGTON 1 _..,.... ��INC�s FC7R MTL. VENT W/ RAISED EDGES I J A -4 A CONDITION 4A SIMILAR, BUT WITHOUT TRA SLIDE, SACKSPLASH 4 WALL AND WITH _ LOUVER IN CABINET END - SEE PLAN SCALE: DM NO, 111 x 11.. 011 CRIMPED S.S. CAP OVER PONY WALL 'BEYOND TYP, WALL BUMPER OUTLINE OF EQUIPT SEE STD. EQUIPT. DWG. TURN VINYL. FLQORING UP EA. WALL FACE TO UNDERSIDE OF S2- CAP SCALE: !" ! 1 011 CITY'OF TUKWILA APPROVED A116 e :1901, 1 ' r , /' BUILDING 0 Y ISION A . L w .1.111w1, .R it saw= l• mai m !FO m e Iea. OF x °` 11# ,' 041.1 -0 1 '�. of .r` • p. ✓... '.4 J . it {IIIIIJ IIJI�lll {III {III {III {I I {III {III {III { EllIIjllili�I IIIlIIIII IIIIIIII�IIIIIIIIIII{III {Ill {((111(1 {III {IllIIjlIIII{ III {!II {!I} {f III {}I1 {II1 {III {IIIIII 111I111I1 {II 0 16 THS INCH 1 2 d 3 4 5 6 7 8 9 10 11 MADEINGERNM, 12 NOTE: If the microfilmed document is less clear than this . notice, it is due to the quality of the ,1priginal document. , D 0E 6Z 8G 12 9Z 5Z 4 73 CZ ZZ LZ OZ 6L SL LL 9L GL in CL GL LL Ql 6 8 !. 9 S 1 7 C Z L ww O l iuliiil1i!! lli11il1i1iliili1ii► iliiii1iiul111,{► 1, 111111111111i1►111►11111►1llli1lliilll1!!1► 1111► �i, I► iii11iiiliiii1111111ui11il1 11 ii 1 iliiii11►1i1i►1l1ii11!!iill1I11li! 1111ili1il���i111i�1liii11ill��1111iiii111111iii1111111i11i 111111111111i1► I11iil1li1I1Iil1ii1i1111i1iii1111ii11i1111i111 • y J o .Mil MINK y air 1311, III 1 . . EQUIPMENT _ ESCRIPTION ASH EGiSTER 2 I 4 MANUFACTURER /MODEL NO. 5Y E5.6.6. ■M..,..Gi..•..� ELECTROCAL PLUMG -- - „ GENERAL REMARKS WATER _ EMI W.W. WASTE D - T T INDIRECT _� GAS SIa E - '7 _ PLUMBING REMARKS VOLTSC 120 120 115 1 i • ' LOADS 1.5 0.25 3.1 . H.P. �_ _ 1/6 K.W. . ELECTRICAL REMARKS ' ISOLATED, GROUNDED CIRCUIT _ 03 ISOLATED, GROUNDED CIRCUIT ALE • ROZEN TREAT MEI CWANDISER SY 5.S.S. PROVIDE AIR TO COMPRESSOR __._._ .__ _ - SII KING ' KCTM DI ._ ._.. NAPKIN DISPENSER 13' 3 DOOR S E COOLER ...., - _ S31 G AIR Mt -dab 120 {I 3/4 120 120/230 120 1 0.83 29 0.83 0.1 - 6 _ _ L4TH Z 2 I 1 DECAF COFFEE WARMER • DRIP TROUGH 'COFFEE EiIREWI . _ _ ._ CURTIS GEM 3 4 ' CUSTOM 6.3 0.1 3/8" 111111111111111111111 � 1/2" I" 111111111.1 � PROVIDE WATER FILTER __ OK ON 208V CIRCUIT, HUBBEL C86369 CURTIS GEM -12 (2)1/8" - 1 I" 1/2" COFFEE WARMER - CURTIS GEM 3 t 5 1/2" _ _ L1=h CUP D IBPENSER ENSER BEVERAGE DISPENSER SPARE NUMDER _ SEEVEND CI4A -C SERVEND MD -150 (SY PURVEYOR) 120 1/3 _ ._.r T PROVIDE OUTL FOR CAR 3ONATO1i I DISPLAY LiGHT V '. REFR'IG. C ©LD PAN HATCO GLO -RITE 66" 115 120 208 i • 1/3 0.3 1.5 PROVIDE AIR TO COMPRESSOR � NEMA 5 -15P ,._ DELFIELD 818 -6 COORDINATE SPOUT_LENGTI- _ , _ _ PROVIDE 1" DRAIN MANIFOLD W/ SHUT -OFF VALVE ; SOUP WELLS FILLER FAUCET WELLS NW -1061 FISHER 2805, 2903, 3962 I 6 I. DISPLAY LIGI -!T WATCO GLO =RITE 60" I15 2.6 03 �__ E__ PROVIDE AIR TO COMP., INST. PER MFR. REC. 1 P- EFRIGERATED GRAI3 N GO CASE DELFIELD 5248M_ -24 120 N_EMA 5-20P _ _ PROVIDE AIR TO COMP., iNST, PER MFR. REC. 18 REFRIGERATED DESSERT CANE DELFIELD 524811 -24 120 12 1/2 NEMA 5 -20P 19 I MENU !BOARD G1..OLiTE 2236W 120 EU 0.68 PROVIDE RECESSED OUTLET . . SEE MOUNTING DETAIL 20 16 PLATE LEVELER PRECISION 2DTS MEI - V'ERiF`i' PLATE SIZE_ 21 22 23 L41T MOBILE COLD PAN MOEILEE HEATED WELLS PRECISION ,T -2024 -RTES 120 120/208 {� $' �. 15 4.6 ' NEMA 5- I5P _ .� v PROVIDE QUICK DISCONNECT FOR WATER ' 50 , _ _ NEMA 14 -50P _ PRECISION ST- 2004 -H 6" DIA ELECTRICAL CONDUIT W/ 24" MIN. 6WEE ` . SEVERAGE CONDUIT - � EBY GENERAL CONTRACTOF? 13Y PURVEYOR _ 24 5AG -IN -SOX RACK 25 LO HI- DENSITY SHELVING METRO TOP TRACK 120 II � • • a 1 20 _ - _ _ FASTEN PJ N UNITS TO F E E D U L OR 1/2" . 26 28 30 '. I SPAF NUMBER ROOD AND QUENCI -IER CONTROL GAYLE). CPC -3000- 1.25- QUS -i.00 5 PROVIDE WALL RECESS FOR PANEL V 1 1/2" 1 -1/4" INCOMING AND OUTGOING NOT WATER _ _ 2 CIRCUITS REQUIRED 1" INCOMING SPR.INK AND OUTGOING QUENCi -IER LINE 120 120 PANEL _ (2)10"X19 ", 2313 CFM EA, 133 S.P. EXHAUST (4)i2" X15 ", 925 CFM EA., 0.15 S.F'. MAKE-UP AIR 1-I/2" 1 -1/+" INCOMING HOT WATER, 1" INCOMING QUENCHER LINE LIGI -1T3- PROVIDE WALL SWITCH _ EXHAUST HOOD AND STAINLESS WALL FLASI -ZINC GAYLORD CG-E301--MAW-5 • . M. DESIGNER'S CHOICE HW -i~'17 rimavtD aoaw t Taus PIOPENSEIR 120 DEG. MAX, i-IOT WATER 1/3 PROVIDE CORD 4 PLUS HAN1 81NK I ACI -I -IN FREEZER TRAULSEN RLT 1 -32 DUT 31 ' FRYER 5ATTERY DEAN (2)120 . (2)208 • e (2 (2)15 )50 18 PROVIDE CORD 4 PLUG 4 SHUNT TRIP I3 R. IMO SEE DRAWING 150102 - ' FRYER W/ BASKET LIFTS DEAN 14141 DUMP STA., OVERHD. LT., FILTER . .: DEAN 1414 MCF, MCP, MCL 120 I {��� . 32 STAINLESS STEEL SPACER, CUSTOM 33 4' -0" GRIDDLE LANG LG -486 480 24 PROVIDE CORD 4 PLUG 4 SHUNT TRIP 15RKR. r -- ' REFRIGERATED EQUIPMENT STAND TRAULS EN RUL 3 -32 IBC • 120 1 6.4 1/4 PROVIDE CORD 4 PLUG 4 SHUNT TFRIP IEMRKR. I-10T PLATES LLE.LLS H -65 208 0 PROVIDE CORD - `LU . . ' , - - -. 36 COMPACT CONVECTION OVEN MARKET FORGE 4200 l MARKET FORGE 9000 CTE 208 208, Q 23 25 1.5 9 PROVIDE CORD 4 PLUG 4 SHUNT TRIP EiRKR. PROVIDE SHUNT TRIP 13RKR 3/8" 1/2" 1/2" 3/8" 1/2" 1" mi . V 101111 111111111 11.1 WATER FROM ITEM 31A - !. 31 COUNTERTOP STEAMER WATER TO ITEM 31 3 DEMiNERALIZER WEESCO WW20 480 • 1 3 12 PROVIDE CORD 4 PLUG 4 SHUNT TRIP E3RKR. 38 ' 10 GALLON TRUNION KETTLE MARKET FORGE FT -10CE PROVIDE; WALL BACKING * SPLASH 38A 3 39A KETTLE STAND WORKTAISLE W/ 5I1 FAUCET AND KETTLE FILLER 'Fi . w ' : g t - -- • - T - T • N DESIGNER'S CI -1010E W'TSC B5-,5 -bo30 IIIIIIIIII. Ill 111 FIST -1ER '3123 . ' PROVIDE LEVEL FLOOR 40 OVERHEAD SHELF DESIGNER'S 01 -10ICE WO6 -6 -4212 111 41 2 DOOR ROLL -IN REFRIGERATOR TRAULSEN RRI 2.32 L UT 115 120 MI •20 9.6 1/2 LIGHTS, DOOR HEATER, ALARM WALK-IN COOLED (35 DEG.) POLAR KING I- IL1020 , 42A I BLOWER COL LARKIN ACM6 - 126 115 1.2 5/8" 425 CONDENSING UNIT COPELAND C3Al4- 0150 -T AC -001 208 9.8 1 -1/2 PROVIDE DISCONNECT MEE . 43 EMI 44A 4415' 45 EN LO COOLER SHELVING METRO MAX III R WALK-1N FREEZER ( -10 DEG.) POLAR KING HL1020 120 20 LIGHTS, DOOR 4 DRAINL INE HEATER, ALARM 5/8" ... ,..,. �.�...� .. i E3LOE R COIL . LA1 IN ECM6 -1`71 208 24.3 CONDENSING UNIT COPELA D CRA5-0300 208 460 Mme. 111 B ' 10.`i ... �� PROVIDE DISCONNECT } FREEZER SHELVING METRO MAX .. ' 41, am SPARE NUM BER CARESACE DISPOSER. 2 COMPARTMENT �P SINK. HOEART FIa2- 150 -E-3 -3 , 3/4" DES. CHOICE= DEL -2- 1824- 42L -54R (2 - I /2° PROVIDE WALL BACKING, SP .ASH OA IRE -1 11�I FISHER 2220- 1U 1 /2" ``I 480 FAUCET FISHER 3253 1/2" ,� 49 SPARE NUMBER 50 4 ,WALL'SHELVING DESIGNER'S CHOICE WOS -6 -1811 1 • P C7�111�� 1�IAl..L B KIN 51 WORKTABLE DESIGNER'S. C1• -WOICE WTSU -6030 52 . GARSAG DISPOSER I JOE'AR1' FD2- 15P -5-3' 460 .. _ 2" 53 53A all 3 COMPARTMENT POT SINK DESIGNER'S iIGNER'S CI -;OICE SPECIAL • • (3)2" PROVIDE WALL SACKING • 61 LAST 1/2" 3/4" I /21! 3/4" l 1111111 MI Y 'PRE-RINSE f IS4.4ER 2220 - 1W8 A ' P R O V F.4--- ---� -- 535 a FAUCET SINK CiRC.ULATOR FISHER 5200 W/ 5000 -0002 6TE.RO SM;.2P ,..,... .. ..- ! UTENSIL RACK DESIGNER'S CHOICE WPR°v -2 -84 KOLD DRAFT G5N- I200-LD ;, (2)3/4" MN pRbvIDE. WALL. eACtING A ,, ; _ ; E : l s. 56 1 IGE BIN 56A ICE CU�3ER HEAD KOLD DRAFT GE3.603R. KSS 208 M 18.9 I 1 /2" PROS, WTR. FILTER ! * gulp 1 A NON 565 REMOTE COMPRESSOR KOLP DRAFT G502222 208 1/4 PROVIDE DISCONNECT VERIFY LOCATION ON ROOF SET FLUSH WIT I FINIS ED FLOOR - i DRAIN TROUGH SPARE -NUM 3ER DESIGNER'S CHOICE FT1248 SGCI II 111111111111111111111111 . 2 5E3 ir 59 60 TOXIC CA5INET METRO 5EC53DC SILVER SORT CART SECO _. 6I 1 PAN E'OLLY CAMI3RO CD1826H 62 I CLEAN 0I6HTA5LE CUSTOM E3Y DESIGNER'S CHOICE `" Pill . . _ frai �, REVISION - `mode I UEi R. SID 1 U,W. I�, y�' , 11111111111111111111111111 NM APPROVED DATE al 11111. gV I S I QN -. z ?! ° i ,_ " . APP; !c ED DATE ° .- . ..:.. 0 AUBUR W N , ► Vr ROL• WA 98007 ELLEVJE , '' EVERETT , WA . 9820 I FA ILITi DE ARTME�T L.! NT WA. 980 C E� P ' PORTLAND OR , 97220 0i RENTON a WA , 98055 ' WA 98 I 24 .. ACCEPTA ®I L I TY THi DESIGN A ND /OR 1 � SPECIFICA71DN E APPNO�iEp a : • t,1S : �,� , . D 1 AST REVISION SN' 004 FOOD SERVICE EQUIPMENT SCHEDULE SHE" - x : A Pgfril 9Y _� tl ' ' - �,._�..._. „. DEPT' DATE .� 1 4-1 MODULAI FOOD SERVICE FACILITY JOB NO. TN4�IPSON SITE NO TUKWILA, WASHINGTON a � F r . r t • ,l •1r r•f .h- 1r t.. •i T 0 16 THS INCH 1 2 3 alt . • i�,�` '. -:r= '':r5- r.,,.. 5 ''�:'? ' F' 1 •, �y ,+.x'i'.rri� �L ,...:�'>>t� n , ,,.r # r �" _� n, II III IIIJIIIIIIIIIIIiIIIIIIIJIIIII I , III'J IIIIIIlIIiIJIII I iIIIiIIIIIIIIItIII III! IIII IiIII+l ii�IIIIIIIII IIIIII 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. II' IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 9 . 10 11 MAZIE GEQN 12 4, 0c 6Z 8G LZ 92 SZ -1 7Z CZ ZZ LZ 07 6L 91 [l 9L g gil £L Zl LL 0a 6 8 L 9 5 +i C Z L ww 0 I 11111111111111 � 111 ! 111111 i 1 I 111111 iii 111111111111111111 11 111 IIIIIIIIiIIIIIIIIIIIIIIIIII 1111 I hilhill�II 11111 1 1 � 1 i 1 illiAIl 1 II1 1 1 111111I IIlIIII! ifIIIIIHIIIIIII1U11 11111 III1IIIII111111iI1I111! 1111111IIIIIIII111111III • ji V . • • „. - . ' • . : . . , .... . , . . . . _ . . . • . . , . , . .. , ,, . . . . • . , , , . . . . , ., . . . , , . , - . - .:. .. • • . . . ' . , ______ . - „ EQUIPMENT • .. ELECTRICAL . • . PLUMBING GENERAL REMARKS SEE PI DIAG., PRY, WTR. HAM ARR., TEMP. PE 00 CFM EXH. is DISCG 2.„eie, CFM EX3-170 ENT , 4 I-1 ._ . NO. , 3 64 6 QT 1 DESCRIPTION 005TER I4EATER MANUFACTURER/MODEL NO. LOADS ELECTRICAL REMARKS . WATER WASTE GAS PLUMBING REMARKS 110 DEC MN. INCOMING, 180 DEG. OUT TO ITEM 65 VOLTS 480 P 3 AMPS H.P. K.W. 54 C.W. H.W. 3/4" DIRECT INDIRECT 3/4" SIZE BTU/H HATCO C-54 EXTENDED VENTS DISHWASf-4F HOBART C-LINE 1-105ART CR5-66A 3 29.6 3-1/4 15 _ _ 40 AMP CIRCUIT 3/4" (2)2" 180 DEG. WATER FROM ITEM 63 460 - _ 65A _—_ SIDE LOADER 1.405ART L -23WH _ I-1/2" 1-1/2" SEE DRAWING P'90-568 • (26 TRAY /ACCUMULATOR _ GREITZER PRECISION HASS-2020 — DESIGNEFR'S CHOICE LUTSU-3624 120/20e. 3 1/2 ..... 1-14" 61 68 SILVER SOAK SINK MOBILE BRIDGE _____ ... ---4 1/2" 1/2" 6e 10 PRE-R1NSE F$-ER 2260 ' CIAR5AGE DISPOSER W05 FD2- 300-0-3 460 3 4.1 3 3/4" 1/2" 1/2" 3/8" • • PROVIDE WALL RECESS FOR CONTROL PANEL 11 12 I HOSE REEL EXHUAST FAN/MAKE-UP AIR UNIT FISHER 2S80/1801 GAYLORD GRT-2C-8325:80-E1-1-0-2T-MSD WIT DD-200 ztao 3 3 4 1-1/2 /2 60 ON THE. 1:?..00P _ . COORS)! NATE:. LOC 4 VROVIDE, 5uppoiu ON goop 13 14 6 I WASTE RECEPTACLE DOLLY - SLICER 1 8 .2 ---1 - HO5AT 1112E 120 15 "16 I LOT ICE/WATER DISPENSER CORNER GUARD KOLD ORA. FT IS401A - KS5 ---------- CUSTOM 115 ------ 30 SLIF'PL..1ED 5Y 5.S.S. FOOD SERV. . 1/4" 3/4 *Y./. -- 11 - 1 12 QUART MIX HOBART A-120 MENUM,4STERSNAC-1TP 120 120 6 15 1/3 1,5 2 .6 18 2 MICROWAVE OVEN 1 1 FOOD PROCESSOR ------- ANLICKER GSM 1/68 120 l a MI . . — — 60 LO WALL 5UMPER 50STON 66 SERIES 8i 82 83 _ MISCELLANEOUS METAL POP-DOWN TOASTER AIR SCREEN CUSTOM SAVORY PD-4 mAtRe., 4,13C1-1 _ 205 I 13 _ . 1 43 1 NEMA 6-15F' DOOR ACTIVATED MICRO5WITCH 120 84 FIRST AID KIT _ 5Y OWNER _ _ _ 85 LO" - TIDY SLIDE UNITED SHOWCASE 86 LO CHAIR RAIL !BOSTON 60 SERIES 81 - CLOCK. SY 3.6. 5, _ - _ ------- _ - -- l _ _ III ---------- il . . . ..., - - -- _ ... ,... ---, ., ,., ------- . — .00.000.20............4001 A .._...... . . .,.,, ..- _..__,.. . . .-- ■ - Ti ----- . -'-'. -■-. - .,-■- - — '.- . .. - .-...-.■■--■-.■...--... .■ -- - - . - - . - - . ■. ■ ■ . , 11111 - - ' • ..■... .... • .''-'- ..... ..- . . '. ' -,- -■ - - T . .....■■■.. . - ............--— ■-•■■.---...---. --**.- ,..-...... - ...-■.■.. L ----- -■-•—■.,-.■........■....■■■•■••- - . . ,..■ , _ . . . _.. , , + '-' r' • ^. . . - .- - .. ■, - ,.. * . ■ ■ ,_ i - -.-. “. . .. ■■.■ ■ • . 1.1 111 lip 11 111111 t a . . , . . . .- . . I , . III . • ........._... • 111 . _ _____T_1 _ _ IIIII _ . ___ . . , ,. .. „.. ..,_ - - . k D • • i MI ill •4• • -.'' ,.. , . • . , AG . . U ali _ /AP -,.• _._.__. _ .. _ _ 1 4- ill QuILDiNn niVisiON --- ::T...:..,:-.2.4 - - . . ------- _ - .,', .. _______ MI -- - . III 0 AUBURN, WA . 98002 0 BELLEVUE , WA . 98007 AstarAsszArdia• 0 EVER ETT , WA . 9820 I FACILIT IES DEPARTMENT 0 KENT 0 PORTLAND, OR . 97220 0 RENTON , WA . 98055 11 SEATTLE WA . 98 I 24 AccEPT AB I et_ I Ty DRAWN BY r CHECKED GA DATE la.1 /9i SUBTITLE FOOD SERVICE EQUIPMENT SCHEDULE LAST REVISION SYMBOL DATE SHEET K WAR 2 JOB NO. S OF 12_ g i l l R E V I S I O N — APPROVED DATE REVISION BY APPROVED DATE RMISTERED ARCHITEct THIS DESIGN AND/OR spEccATIoN is AppRovED J.N.R. 11111111 ENGR , 'TITLE 14-01 MODULAR FOOD SERVICE FACILITY 111 1 1 1111 IIII _ lUE-1) re SID APPROVED BY DEP T . DATE 34'J, meth slaw Dent, It -- stmt. Of ”Astow.,-Fug THOMPSON SITE TUKWILA, WASHINGTON I IIIIIIIIIIIII — . —0 . DWG N3. __ — — ___ ' __, •. _ . _. ___ ..._ . ,______ _ _______. .,--,< .. . 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REG(STEREO ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED KITCHEN EQU I PMENT PLAN 14--01 MODULAR FOOD SERVICE FACILITY THOMPSON SITE TUKWILA, WASHINGTON • SEPARATE PERMIT AND APPROVAL REQUIRED 56 564, 56B ON RO 51 r - N (j4 \ \I , 14 t,, L -' --1 16 2® 32 ' — 31 )( 32 35 ' -LINE INDICATES 2'W. DOOR (W /LOUVER WHERE REQ'D., W.O. LOUVER OTHERWISE) `654, (b (64 63 62 LIMIT 5WI TC ( 55 C 54 C;1 TY ©. s �� 'ERVERY WALLS r( io K- 3IA -4 0 10 TH5 INCH K -3 1 2 3 K -3 A -5 TYP (. 12 l K 3[ - TYP. --- SWING(N(t CAE31NET DOOtRS 714\51-4 3OL..L Y '..t\' ;. ' K -3 K-3 A - 4 / 3 , K -3 1110. WM K -3 A -5 A -4 K -3 A -4 TYP. r 18 (J -- . 3 K-314-4 HOLD TRAY SLIDE 2" BACK FROM END OP CABINET TYP. 15A , 2 V 23 IIIIIIIIIII1IIIIIIIIII IIII1111111IIIIIhIu1 Jhai'�IIII!I111I1Ii11 [ EI111Il 'II IIi 1111111 1111111III111II 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, is is due to the quality of the iriginal document. �.. TYP. K- A-4 LINE INDICATES 2'W. DOOR (W /LOUVER WHERE REQ'D., W.O. LoUVER OTHERWISE) ROOFTOP EQUIPMENT - CONTRACTOR DESIGN 11111111 I1 IIIIII111111IIiI .IIIII,IIIILI IIIII: 11(111 9 10 11 AUDE IN "t94ANf 12 0€ 62 8 ! C L2 92 52 VZ CZ 22 1.2 0? 6L SI V. 91 GI hl CI Zl R 01, 6 8 L 9 +� E Z I rir` 0 11111 1111111(! IIIIiiiII IIIIIIIIIIIIIIIIIIIII!III IIJIIii11111II111l11111 ►11111±!1111111111111,111111 11 11 11111 111111111111 1 11111 1IIIIIli1 1 1 11 11111i11111111 11Di11111IIIIIIi111 (I1 11111111111ii11 IiII11111,1i1 , {II ' 1 � IIIII 111 1111 1 -. 111)I IIIIIIII111111I{. ! iillllillllllIlIIIIIIIIII {iIII11111111i111 PROVIDE AT PERIMETER WALLS IN DiNING ROOM- SEE SI4EET A-1 FOR EXTENT. A -4 b K-31.4-4 WALL PI -4ONE U -.- KITCHEN EQUIPMENT PLAN DO NOT SCALE ET ACC 8. OR S S C PAPER TOWEL DISPENSER TOILET TiSSUE DISPENSER. COME3O PAPER TOWEL DISPENSER DISPOSAL GRASS E3AR SOAP DISPENSER (COUNTER MOUNTED) SEAT COVER DISPEtISER MOP AND 5 ROOM HOLDER S.S. FRAME MIRROR - 16 "X24" SOAP DISPENSER (WALL MTD.) SANITARY NAPKIN DISPENSER pew- a4 SANITARY NAPKIN C)ISPOSAL (11] NOTE: SEE SPEC. SECTION 10800 FOR FURTHER INFORMATION MILLWORK SCHEDULE CASH/CONDIMENT STAND - AMESIENT DISPLAY M-3 BEVERAGE MERCHANDISER �.' t BEVERAGE ISLAND M -5 SALAD E3AR LESSER '.'SCUT' COUN"' M - TRAYS 'M 8 i 5ANDWICI - 4 OI: SPECIALTY NOTE && I. PROVIDE 12" WIDE X 14 GAUGE METAL WALL E3ACKING BEHIND ALL WALL MOUNTED SHELVING, SINK SPLASH OFFSET CLIPS, KITCHEN E7<1 -1AUST 14OOD, PRE -RINSE BRACKETS, AND OTHER MISCELLANEOUS WALL MOUNTED EQUIPMENT AS REQUIRED FOR PROPER SUFPORT. HOT FOOD GARNISH SHELF MICROWAVE STAND TRASH CAN ENCLOSUFZE CITY OF TUKWILA APPROVED /AUG 1991 *Ai. BUILD) VC a ;SION i, ttsnsells s,1a iN 1 Cr4. S0053 OAT r [►0 ow me18 Rev. 7183 I��IJ� OZ oio APPROVED / 3 r4' GvL2 v\JAT� r--+° tom+ 3q . J � f toT Nc Tgf- ,�., -2" 91/LEG T wA ! Q Tel 2' '��r��-� Imo 1/2. ., wATSF - " t1':E( , NA4,T . t 4 .. I n." I-4 NA.-re IG ., EE 1/ I 4 1.1Q"r `fJA'reIZ -t 1 /, " REVISION F;: 2. � - � fD rrc. + .. ?Fp i ..' L + 3, 2 "L7i! c-r WAyt +.10 " A,r vENT A, $.E -.:.'D L___ I �z" Ilu"L wATF.-.; --1•- 6a 6" 1 / 2" lo,,o y./A:.1 •+ 4v . ,. , F 1 2" Y. c +a Fr 1.1" lw H '¼i- _42 1 1 -- `SII' 4 1 /1." ' i /!2 �!.•� ► V �.1 A� E t-- -+ i 7 w A r' -4 ' ; Y4 C-- r --t- r !" 1 - { v - r WA r - •1 , , FACILITIES DEPARTMENT • AUBURN, WA. 98002 ❑ EVERETT, WA. 9$201 ,,®. Cj KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 M SEATTLE, WA. 98124 SCALE: !/4" z I' -0ir N , "Twn - i'r.f.. S(.'' 3 • I" T ^'Ihl:r 3 1'I+'.' ! rJ ., % l N , FIST 4vA's'V tL 2" U I P+flsCV;IANiCtA. ROUGH-ON PLAN APPROVED eV TITLE L[tsUENIDi o COLD WATER • I-40T MATER ® DIRECT WASTE ® INDIRECT WASTE FD- FLOOR {3RAIN ® 2" PIPE CONNECTION J.R. '31011A FED- FUNNEL FLOOR DRAIN 2" PIPE CONK. 14'` FUNNEL J.R. SMITH S1! 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AN 81 WODLB LOCATOON 3/16- CI AUBURN, WA , 98002 O BELLEVUE , WA , 98007 O EVERE T T , WA . 98201 O KENT , WA . 98031 O PORTLAND , OR . 97220 O RENTON , WA . 98055 SEATTLE , WA , 98124 A -200 A -200 MODULE 7 8 MODULE 8 ff ,f ACCEPTABILITY T H I S DESIGN AND /OR SPECIFICATION IS APPROVED A -200 A -204 MODULE 9 10 MODULE 10 CHECKEb 6 6" i / 11" "))/ 12' 0" MODULE 6 7 MODULE 7 8 MODULE 8 0 MODULE 9 (10 MODULE 10 A -203 A-200 A -200 A -200 A -204 maim- G. \vENS 2/26J STITLE TITLE J' J d f wt ' � ✓.1 n ^vv > A '�y .sS .F r ,� > � � }"' L7`.r .� ;t ': �°`Y - ,r ^•��3 .y fu .: /,:. Ss. mo t. 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LOCATION 14 - -15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE TUKWILA, WASHINGTON Dwc NO. 4• ...M�. • CITY OF TUKWILA APPROVED ltti t.t BU LOING • !SION AS CC-12 V ;ATE • REVISION — MIL ND CAP TRri TO MATCH EXTERIOR I.UNT COVERS �-° I1ORZONTAL MIL STUNG I on O MMi +ri I It �A>rtr �ir1 111 I 1 lal 11111116t011.1l♦ *tt tell mos • 11111111 tt1. NI I $era i J isounemow !:or ' seiwor allimiliMir:000 o: I It►t_I•1Om 11, WWII • 011411 Mil = ■1. i, femj • 1 ? sass 6 GALV. STL PIPE (4 LOC.) -- INSTALL SIM. 10 5/A4 OUTH E Scde 3/16" = Y_a" REVISION OUTLINE OF DUP'i 'STER 42" GUARDRAIL TRANSFORMER ON X4' X4" CONC. PAD timm441.417.1.1■240441MIIMM.14y44444.......,01114,011..44.0■.4.441.4444.4 4 /4 4 .4441■ FACILITIES DEPARTMENT WEST ELEVATION MIL ROOF OVER IORING DOCK EAST EILEVAllON O AUBURN, WA, 98002 O BELLEVUE, WA. 98007 0 E'VERETT , WA a 98201 0 KENT, WA, 98P1 O PORTLAND , OR . 9 O RENTON , WA , 98055 • SEATTLE, WA . 98124 , . 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SUPPLY DUCT, V/MUND BOARD 011 S1S ACOUSTICAL CIr1.EiG 11.E SUMMED T-41NT CND IC i STUDS DL 5 adEl REVISION APPROVED REVISION DATE • ; f FACILITIES DEPARTMENT ❑ AUBURN , WA . 98002 ❑ BELLEVUE , WA . 98007 ❑ EVERETT , WA . 98201 ❑ KENT , WA , 98031 ❑ PORTLAND , OR . 97220 ❑ RENTON WA. 98055 SEATTLE , WA . 98124 • .'S � f .1 t +• ACCEPTABILITY DTI S D8 I ON Ali OPt SPEC Sif !CATION IS ROVED G.Vrt ! CROSS SECTION ENO. SHEET IM NO. A 110 Tot 14-15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE TUKWILA, WASHINGTON I L AST REVISION ■ CITY OF ft1K'WI A APPROVER AUG 1921 BUILDING r ISIOW ■ •I. ACCEPTABILITY SPECI APPROVED BY DEPT . DATE ,.. '. D.Ec ' ifyg 1111 ' .- " .......................•• — — FRAMING DETailkILS LAST REV I S ION Stiff k 200 swam DATE — '---- 1 4- 1 5 MODULAR FOOD SERVICE FACILITY - . ,. -, - - -- . - ......- THOMPSON SITE TUKWILA, WASHINGTON J08 NO. , . r 111.11 APPRO 0 DWG NO, 11 33 P INNII.11‘11•101111.1111 O'-2 1 2' NOTES: 1. 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REVISION DATE FAC I L III ES DEPARTMENT 0 AUBURN , WA , 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 98201 0 KENT , WA . 98031 O PORTLAND , OR , 97220 0 RENT©N , WA , 98055 II SEATTLE , WA . 98 124 4.; �.. APPRCNED BY ACCEPTAB I I. I TY THIS DESIGN ANf lR SPECIFICATION IS APPROVED FRAMING DETAILS 01� LAST REVISION SET Ac: JOB NO. CNN ND. DATE .....0M■ 2'--7 3 4 11'-6" ;NNE T.S. (~RANEE 11'� - 5 1 2" OUTS SIIDCO FRAME 10C x 16GA STUDCO 6C X 20 GA. 5WCO 16 "0 /C WEST WALL ELEVATRON NOTES 1. MESS NO= \EVS TAKEN FRO I C UT= OUT BUILCIN G. s'-2" VQEW FROM M .L. BETWEEN MQDS &3 FRAWNG DETAIIL FOR MODULE No03 x'-0 6C X 20 GA. S3G0 16" 0/c .'� i� 7. .r �t�.. z.� .rt .s � 4: �s r: , � fit'..• 1 "•Si 0 16 THS INCH 1 2 i 3 l+ 5 E 7 8 NOTE: If the microfilmed document is less clear than this .. notice, it: is due to the quality of the ,riginsl document. T5 1 I1I 1�1III1 II i!(!!!(! !I! !Ii�!IlilI1I � �I!'�!I!�IiII!I!�!I!i!II II !I! III! III!Iil!I!!iI!1!I!1!1!1il!1 I�!I! 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STU)C,0 12" 0.C. - ° 5" 11' gAsir WALL ELEVATIION? f CITY OF TUKWILA Appr 'FD A;I 5 1991 BUILDIN • D `fl lGry tV ACCEPTABILITY THIS DESIGN SPECIFICATION APPROVED BY AND/Of IS A PROyED DEPT . DATE e-r LIA. . 11g15; for i 3.: — _. .. FRAMING DETAILS , LAST REV I S 1 ON SYMBOL DATE ull SHEET Ac=2 . LE , 14-15 MODULAR FOOD SERVICE FACILITY .,. . THOMPSON SITE TUKWILA, WASHINGT6N ' JOS NO . - • • t a owti No. . , APPRO 4 r ' ( fr APPROVED DATE • 6'.-q 1/2" Iree • ...•••2•■■••••••■■■• . • • .• - — ". • • -- —• — •••• •-• • "" " • 11'-6" INSICE T. S. FRAME WEST WALL ELEVA'llON NOTES: 1. UNLESS NOTED \Anis TARN FROM OUTSIDE OUT (3UILDING. REVISION 1••••■••••••••••••••■•••••••■•••••■••••■• 34'-11 1/2" 10C X 16GA STUDCO HEACER 11..MILS1211 •■•••■ 6C X 20 GA. STUDCO 16" 0/C DOVTOtA Olv TRUSS VIEW FROM Ma.. FRAMING DETA0 - 0 AUBURN , WA r 98002 1 O BELLEVUE WA 98007 Ara 74E4 rd 0 EVERETT , WA . 98201 FACILITIES DEPARTMENT 0 KENT I . WA. 98031 O PORTLAND OR . 97220 O RENTON , WAS 98055 SEATTLE, WA. 98124 II11111/11111111111 111 I IIIIII11111111111plylipl11111111111 1111 O If) 1149 INCH 1 \— 4C X 20 GA. STUDCO 16" 0/C B3ETWEEN MOMS 3 &4 FOR MODULE N 1,.. "'"2 1 111 111111111111111111 111111111111111111111111 2 s 3 4 5 6 7 8 9 % 10 11 u.x..akRium 12 , NOTE: if the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. , • 6•Z 8 L 9Z 9Z ve ez zz LZ OZ 61 8L L 91 S li £t Z L 9 '9 4 7 1 Vel 0 111111111111 I1 111 1 111111111111 h1 1111111 6 11111111111111111 1 111 MIIIIIIIIIM 11 11 1 0011!1111111 1 1111111h1iIIIIIIIHIHMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111 1 111111R1,11111111)111111111011111111iii1111h1111111111111111111111111111111N11111 1 1111 1 11111111111111111111111111i111 •ammogimaft 411111••■••••••••••■■••••••■■••■■••■•••■■ I•e*Som•mon ACIIrtarS122.11 • . ' 0'-2 1 2" * • .1 .44,0..444 art • r"..x tt 4 s;: • , • - • , • - • 6C X 20 GA. 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FRAME 11'- -5 1/2" OUTSIDE STUDCO FRAME FRAMONG 101ETAIIL FOR MODULE Bflo5 IIIIJIIIJIII IIIIJIII {IIIIIJIlIIIf I I IIf i� I 0 16 THS INCI+ 1 2 3 A FM E CI a rACiLITIESDEPARTMENT VD I WED FROM M.L. BETWEEN EN M ODO S 4 &5 1/2" BOTTOM OF TMt$$ It O AUBURN , WA . 98002 O BELLEVUE , WA . 98007 O EVERETT, WA, 98201 El KENT , WA . 98031 O PORTLAND , OR . 97220 O RENTON, WA.98055 II SEATTLE , WA . 98124 11'- 11 1/2" I I I I I I 1 II IIIIIIIIIIJIIIIIIII' IIIIII( IIIIIIIIIIiIIIIIIIIIIII III IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4 5 6 8 9 10 11 MADE INOERWM 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 0€ 63 Be / 9z sZ bZ ez zz lZ OZ 61 81 Lt 91, Sl 1 'L El Zl I I t pi. 6 8 L I 9 s ) I I11111111!1 i e z t aw I!IIIIIIIIIIIII! III IIIU II I{ !IIIIlIiI!I!ill!IiIII)Iiiill! III! IIIII II{ II Ili!s Ifll{Iiill{IIlIIill(!I,I!! IIIII! IIlii i!II!!IIIIIII!!III!I!!II III!! 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TO 6G REVISION 2 -0.10-1111 O AUBURN , WA , 98002 O BELLEVUE , WA, 98007 datitiWi 0 E ERETT , WA 9820 I FACILITIES DEPARTMENT T, , 8 O PORTLAND, OR 97220 CI RENTON , WA 98055 NI SEATTLE, WA. 98124 1 • F 1 L. ) ..K .,, f' ✓ ,,. .fit .'a ,.':.; F: F II�!( I, Iil�l�l�lll�l (I�I II1I(I111 1 111111 I� a.�t� III,IIIIT1 111( 1l1l1l( I1I1I1I (I1IIf1 ►li�l�l� I(I�I'I�I(I�I(i 111111111 11 Ijl(I i �I I�I�I 1111111 I(I �III�I�I�I�I11 (I�I(I � ���I(I � � � O �a TMs INCH 1 2 3 4 5 6 `7 9 10 11��R 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. of 6Z ee LZ 9Z 9Z *i CZ ZZ IZ OZ 6I et LL 9L GI. ht El 7I II p� 6 B L 9 s h E I ww p 1111111111 IIIII1IIIIIIIidH11lllll1IIII 1111IIII!il 111H111111�I11111Hhililllll�! ill' i111111II�IIII�I !Il�llHh1111111111111illl�ii 1111i1ll!!li 11/111 l�llil� 1111IIIIIII h iI�IIiI�I111�I111�lIIIiIII�IIIIllil�l ?III 1111llliiilliillllllll 1111llll�IIIIIII4IIIIIIII 111 ACCEPTAB I L I TY THIS DESI AN ** SPECIFICATION IS erj ., w t: a yi 'IT` ' s••" 1.. D. E. C 14-15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE TUKWILA, WASHINGTON LASt i VISION AR NO, Da ND. et et iv f Eno.' tit TrAISOL DATE ammo { L, 6C X 22 GA. 51WCO 12 "0 /C NOM 1. UNLESS NOTED ALL VEVS TAKEN FROM OUTS OF BLUING. 0'-- 0 1 4 3/4" . 6C X 20 GA. ST1DCO 6c X 20 GA. STUDCO -• 12" 0/C FEST 1O' --0" 16" 0/C WEST ALL ELEV TION 3'. cr [FRAMING D 33' 2" 10CX16GA5111)C0 3' - 1O" HEALER Tr. N O TH WALL ELEVATION VIEWED F c e p ,� M L 5 (-: ET EEN MOMS &2 Li\ 6 C X 22 GA. STUDCO 12 "0 /C 6C X 20 GA. STUDCO 12" 0/C LAST 10' --0" ETAOL FOR MODULE Non 1 6' - 7 3/4" 0 1 4• '--5" 1 2" OUTS STIuCO FRAM'' S U T H LL E L E V jt. TI N LEAST W ELEVATI j N FRAMING DETAILS I CITY OF TUK' di i.A APPROVED AUG 1991 St)i DING DIVISION OTY. 5YM DE5CRIPTION 12 €‘:) 1 l'- 0" x 4'-6" R.O. 5E.E. DETAIL ABOVE 2 FO 2'-7" x 4'-6" R.O. SEE. DETAIL ABOVE 1 1 0'- 7" x 4-6" R.O. SEE DETAIL ABOVE • t!.•; "ar AgaIWIRMAII.00.•111. NC). 5.2 coRmarIMMOIN.....AMIN•satiamilron14 - ACOU5TIC CFLNC FILE TYPE. I T t ACO UST! 1..! NG T!' TYP II iNFOk PLASTIC - PA! NT P.fi...)F')f 5TAfN TEL P.T VINYL. 9Z,A M D 0 0 2 wiDTH MATL. 'TYPE. MAIL. QLAZINQ • HWARE. SIGN A ;" TEMP. • 4' - 0" H.M. A H.M. TEMP. • 3 .....r••••••■•••••••• 3$-0" ; m-1-1 ALUM • • P EL A TYPE 6 1 4 e _ ! ,tti 5' O'' . . . • TEMP. 2 . • • •• r • ; (-• H.M. : TEMP. 2 A ; • • I :3' -0" '" TEMP 4 . ; s BASE • :" TEMP. 4 3' - ' H.M. A • N ., • "D 3' 0" ; H.M. C H 5 71 ¶ ("11 1 A Fj.M T r.; m p 6 . 3 I A I.-1.M • ;" TEMP. 6 L, • ; j 1.1 I. .1 e ' • %,1 ••• • t„. F & G CL 5/22/91 rzt 3 H.M. C H.M. S WOMEN (S_ Hi.M. S MEN A ; . / \ I , I c.) " : .4 i , i / t I Cr) t ' /' s\ / 1 \ ! 1 <:., „ Do ' ‘ ! I 4 7-e • ..-- ,-..,:_ ok c ! ‹ i ; ;\ i iL 1 2471. i OO 1 ,4 --, 1 t-s. ;Ns , , .____ ; __ ,...,_. . I *DR, V . N NOTE.,b-. 1 i '• i I / i 1 ; ;,--- , : I T----- 4- ...., , N \ j i I I -I S ' TYPE C WAINSCOT NOTES: NOTE 1: NOTE 2: NOTE 3: NOTE. 4: NOTE 5: D002 5C1- COILINC QRILL 15H 5CHEDULE 7 PAIR OF 2 -0" DOORS • • , , • , ' „ , , , !• . , , WALLS - • ' 1 F - - • - - • • : 1 ! 1 1 I Iii I ! H' )...- I I ; I --- • /--- I 1.-.. : )---- I ! I 1 7.: IT -I- F : I --- I_ I _ I I-- -.1 I ".. : "- • . CV. : D Q'") i 'fl . C? ; D ; ,0 on (--,* , oe , D k i . ) i kr) t__. i (j FLOOR , ( - ) z (-) <C, 1 -. C-) , 1 ' j ‘ -f.. ` ! -- i i "Iii ; 0 ; 0 Z ; ■1 n -3. . tl...1 . ‘<( • >__ ........ i ' i tij Q'...101I NAM F- NO. REMARKS 4. _____ • , ' 5 V '5.V. 5.V.15.\/:5•Vj 5.V., 5.\/j5.V.i 3 0" P, , P. P. 1 P ACT i cV - 0" NOT E:5 1 &2 -I t I 1 1 I ■ LI r. 0 0 6. 2 S.V. - . T- , , -1 • P. 1 p P. ! P. ACT . l 9 ' - 0" , NOTE5 I ,2& 5 1 ASH 4. 1 : 5.V. ....r S _ 4 _•_ r _______. • • ' 5 . V . J 5 . V . 1 . 5 . 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P P A C T NoTE5 1 2& 5 ; i -1 - - t -i- i i 1 t" " 1 t i ■ t T t L . 1 1. i. i i L i ................. _ . . • ALL WALLS CET BOSTON BUMPER 5E21E5 60 BUMPE_R/ CHAl2-2AIL FLUSH AND/02 INTEC W/ WINDOW SILL BOSTON BUMPER. 60 5E21E5 BUMPER ALSO FUNCTIONS AS WAINSCOT TOP TRIM 5.5. FLASHINC @ SOUTH WALL UNDER. EXHAUST HOOD SEE KITCHEN EQUIPMENT PLAN, SHT. K.3 4'- 0" 5.V. WAINSCOT TERMINATED @ 4 0" A.F.F. W/ BOSTON 60 5E21E5 BUMPER WAINSCOT & 6" BORDER. AROUND WALLS & CABINETS AS WELL AS ;12" WELDED-IN SNIP ALONC MODULE LINES RE.CIEVE CONT2A5TINC COLOR (TO BE. SELECTED) VINYL - SEE. LDULEI 1 2Em/A2L5 PAIR OF 3'-O" DOORS PAR OF 3 CT D0025 __I__ .. 1 . --- ! T - f 1 r T T 1- • .1 I. t-T • T I - 1 7 L ' j , .__L_. • _ 1 - 1 I i _ r • - r- F ; 1_ L ' - L r _- „ - • L T • • I L L I ; L : I ,■fft ; _ L t 1:t ,t Lil, Jik - . APP')\;r:72 • (.."! • c"..t r. , A , PROVE..) ' = TYPED 1 / 4712iriefiC' • - . • A C • ;•-.• !) t'„ A DTL. 2/A- 4- "....:',„fe..e;7174. 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ZONE 3 FAUN, A TION *FOUNDATION 'SHALL BEAR ON EXISTING CONCRETE SLAB, ASSUMED TO BE MINIMUM 10" THICK, EARTH BEARING BELOW EXISTING SLAB IS LIMITED TO 2000 PSF. aNCRETF MIX SUBMITTALS SHALL MEET UBC OR ACI -318 STANDARDS IN ESTABLISHING PROPORTIONS FOR SPECIFIED STRENGTH. CONCRETE SLUMP TO BE 4" (+- 1"). DO • NOT ADO WATER TO MIX TO INCREASE SLUMP.. GREATER SLUMP, ACCELERATED SET, OR HIGH EARL Y STRENGTH MAY BE ACHIEVED BY USING ADMIXTURES. NOTE: ENGINEER'S APPROVAL REQUIRED. MINIMUM CONCRETE STRENGTH (28 DAYS): ALL FOOTINGS S FOUNDATIONS ♦ :3,000 PSI 5 SACK MIX MIXING AND PLACING OF ALL .CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318 -83. PROPORTIONS OF AGGREGATE �R AT T0 _ CEMENT E SHALL BE SUCK. AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN A WITHOUT AT . C BE PLACED WI CU SEGREGATION OR EXCESS FREE SURFACE WATER. REINFORCING' STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (FY = 60,000 PSI).: LAP CONTINUOUS 'REINFORCING BARS 30 BAR DIAMETERS, 11:- 7" MINIMUM UNLESS; OTHERWISE NOTED. CORNER BARS (1'-7" BEND) 'SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH 'THE "ACI MANUAL OF " STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE" STRUCTURES." COVER • 'TQ MAIN REINFORCEMENT TO BE: FORMED SURFACES : *EA THER ' FACE . . INTERIOR _FACE STRUCTURAL 411P4ISC . STEEL= . STEEL S11ALL "CONFORM TO " : THE FOLLOWING STANDARDS: s. AT( BE COLUMNS -- = ASTM 'A500, GRADE U(Fy = 46,000 PSI) BOLTS.* ASTM' A325F, UNLESS OTHERWI S E NOTED IN DETAILS. ''ALL OTTER ` STEEL- ASTM A36 :(Fy :(F = 36.000 PSI DESIGN :FABRICATION. :AND,:ERECTION .SHALL BE IN ACCORDANC • •WITH THE 'LATEST :ED)TION' OF',.THE..WAISC SPECIFICATION •FOR•.THE DESIGN FABRICATION AND ERECTION OF :STRUCTURAL'' STEEL- FOR BUILDINGS. ALL WELDING SHALL °CONFOI : TO , .41IE AWS 88 CODE AND SHALL'•° R BY. WA.BO CERTIFIED It E D WELDERS,' NY A NOT , ` SPECIFIED ' SHALL BE 1/4" * CONTINUOUS :'FILLET - MINIMUM. C OK E DRY , ` 70 ; E'LEC TRODES. HIGH STRENGTH' BOL TS GH STRENG'TH: BOL TS: B ; SHALL BE ASTM A •325. Wi 1;H DIMENSIONS CONFQRMING TO T11T ;CURRENT: R *OE THE AMERICAN NATIONAL STANDARDS INSTIT({TE FOR HEAVY L BOLTS AN VY HEX 5 TRUC��URA SI 818.2.1 'AND , ' SHALi CONFORM' i O ' ,THE .REQUIREMENTS 0F" THE .CURRENT 'EDITION OF THE SPECIFICATIONS OI= °THE AMERICAN', 'SOC ;E TY`FOR TESTING AND' MATERIALS FOR NIGH STRE'NGTH FOR STRUCTTURAI'• JOINTS, :ASTM A- 325 •• ''BOLT LENGTH SHALL BE SUCH THAT THE POINT OF THE ...BOLT' WILL' BF'�,FLU ':WITH OR (YJ TSIDE Of'r''THE FAC THE E O NUT WHEN COMPLETELY INSTALLED - NUT-DIMENSIONS SHALL CONFORM TO -THE CURRENT REQU,IREMENTS;'OF THE AMERICAN NATIONAL STANDARDS INSJTOTI - FOR HEX: NUTS; ANSI STANDARD 818.2 .2 AND CONFORM >TO. TUE 'CURRENT CHEMICAL AND :MECHANICAL REOUIREMENTS'OF TI-IF' AMERICAN SOCIETY FOR ,TESTING; AND MATERIALS STANDARD SPECIFICATION FOR CARBON AND ALLOY STEEL 'NV1S ASTM A $p, ,OR ASTM A 194 BOL Tr HOLES 1 ALL BE` BOLT D1AMEfER'- 'PLUS'ONE SIXTEENTH INCH. USE SLOTTED 'HOLES , ..i f ..: -. . . °...:.: Y .. : a .r ♦ Y .,.� .:'. ,,'.tai , . -�•.. V I fRE 1NOICAT,FD IN` APPROPRIATE .SC11ONS, , SLO?' LENGTH SHALL BE 1 --1/16 1NCH'FOR ° 3/4 INCH BOLTS. ALL ' WAS T`EF S USED. 'WITH 'A -325 BOLTS SHALL MEET TF;E';REQV1REMEN TS OF ASTM . : F .'436. APPROVED .1 -1/2 INCHES :3/4 INCH gt•ASION APPROVED DATE BOLTS USED IN. FRICTION CONNECTIONS, EESIGNATED A- 325 -F, SHALL BE TIGHTENED ' TO 70X OF THE SPECIFIED MINIMUM TENSILE STRENGTH. TIGHTENING SHALL BE BY TURN-OF-THE-NUT METHOD, OR T CALIfRATE{) WRENCH, BOLTS MAY BE INSTALLED WITHOUT HARDENED kiSHERS WHEN TIGHTENING IS BY . TURN . -- ELF- -'HE --NUT METHOD ,EXCEPT OVER SLOTTED OR OVERSIZED HOLES. BOLTS TIGHTENED BY CALIBRATED WRENCH METHOD. SHALL HAVE A HARDENED WASHER . UNDER THE ELEMENT BEING TURNED (NUT OR ROUT HEAD) AND OVER SLOTTED OR OVERSIZED'HOLES. FRICTION BOLT INSTALLATION SHALL BE INSPECTED. ALL BURRS, DIRT AND OTHER FOREIGN MATERIAL WHICH WOULD PREVENT SOLID SEATING OF THE BOLT SMALL BE REMOVED. WHEN .ASSEMBLED, ALL JOINT SURFACES INCLUDING. 'THOSE ADJACENT`. TO BOLT HEADS, NUTS OR, WASHERS SHALL BE FREE OF SCALE EXCEPT TIGHT MILL. SCALE. STEEL ROOF JOISTS STEEL JOISTS SHALL BE OPEN WEB TYPE AND SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST' INSTITUTE' STANDARD FOR "LH" SERIES DESIGNED FOR LOADS SHOWN ON PLANS. PROVIDE SLOPED BEARING SHOES AS REQUIRED. PROVIDE LONG SLOTTED HOLES AT 4" GA. IN "LH" BEARING SHOES FOR 3/4" DIAMETER BOLTS. COORDINATE LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT AND INCLUDE THESE LOADS IN DESIGN OF JOISTS. TRUSS BRIDGING SHALL DE PER MANUFACTURER SPECIFICATIONS BUT SHALL NOT BE LESS THAN THE FOLLOWING: "LH" JOISTS SHALL HAVE 1 1/4 x 1 1/4 x 1/8 BRIDGING ANGLE AT MAXIMUM E 11 FEET ON CENTER. BRIDGING ANGLES SHALL BE BOL TED TO JOISTS USING 3/8" DIAMETER BOL TS. STEEL STU05 ABL JO15TS DEPTH, SPACING GA. AND SECTION PROPERTIES OF STEEL STUDS AND JOISTS SHALL BE PER APPROPRIATE SECTION. ALL STEEL STUDS AND JOISTS SHALL BE GALVANIZED. PROVIDE TWO ROWS OF WALL BRIDGING PER MANUFACTURERS SPECIFICATIONS. ALL STUDS SHALL BE 'FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE O (fy = 50,000 PSI) STEEL SHALL HAVE G-60 GALVANIZED COATING. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS: STEEL 2 CK AND CONNECTIONS ROOF DECK 22. GA. 'GALVANIZED STEEL DECK WITH PROPERTIES AS SHOWN ON PLANS. STEEL DECK SHALL HAVE A RIB DEPTH OF 1.5 INCHES AND NOMINAL FLUTE SPACING OF 6 INCHES r SHOP [DRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SE:T: OF PIAS' FOR. RE E;W PRIOR TO FABRICATION FOR REINFORCING STEEL,`. STRUCTURAL STEEL' R ISCELLA 1= U S STEEL,: STEEL • TRUSSES. SUBMIT CALCULATIONS FOR STEEL: TCRUSSES FOR REVIEW: INSPECTIONS . t INSPECTIONS ARE TO BE PER UBC SECTION 305. AND 306 AND ARE *TO 'BE .BY , JAN INDEPENDENT TESTING LAB APPROVED (PRIOR TO STARTING CONSTRUCTION)` BY THE LOCAL 'BUILDING `OFFICIAL AND *BY BOEING. CONCRETE: REINFORCING: DIAPHRAGMS MELDING: • 4.4740 "IOW FACILITIES, ° DEPARTMENT 'TAR CONCRETE � IN- .., R 'REQUIRED. E E C CYL DE S AS RE?Lt! Eb. VERIFY SLUMP AND 'STRENGTH, • VERIFY ALL REINFORCING IS PLACED-IN ACCORDANCE WITH APPROVED PLANS. • CHECK FOR • REQUIRED VER CHECK t1 CO , SIZE AND CRADE. INSPECTION OF FASTENERS 48 HOURS PRIOR TO COVERING. PROVIDE INSPECTION PER UBC 305 AND 306• C AUBURN, WA. 98002 I DEVERCTT, WA. 98201 LJKENT, WAY 98031 DPORTLAND OR. 97220 O ENTONI WA. 98055 0 SEATTLE, (WA 98124 CONNECTION OF STEEL ROOF DECK TO SUPPORTS: DECK PANELS SHALL BE CONNECTED TO SUPPORTING MEMBERS WITH PNEUTEK PNEUMATICALIY DRIVEN FASTENERS - .WHERE SUPPORTING MEMBER .THICKNESS IS 3/16 INCH o? GREATER, PNEUMATIC FASTENERS SHALL BE .AEROSMITH;',. ORA P OR ENGINEER APPROVED EQUAL AND SHALL A NOMINAL DIAMETER OF 0:111 INCHES' INCH. WITH ; 3/8 `` OR 5/16 INCH DIAMETER HEADS AND 'SHALL' 'BE LONG' :ENOQOH TO PENETRATE SUPPORTING ING ' MEMBER. ' • PINS SHALL BE DRIVEN. BY A :PNEUMATICALLY POWERED T001. WITH' SUFFICIENT PRESSURE TO 'ASSURE CONTACT BE T KEN' ; THE FA S TENEr? HEAD AND THE - A TTACHED PANELS. ; PINS THAT ARE NOT ;TIGHT WILL BE • DISCOUNTED; s CONNECTION OF STEEL ROOF DECK PANELS TO SUPPORTS WITH THICKNESS :LESS THAN 3/16 INCH AND STITCH ` CONNECTION - OF'NESTED SIDE SEAMS SHALL BE SELF DRILLING METAL , ; SCREWS ` VYIiH .A • MINIMUM LENGTH OF 1/2 INCH. ,PNEUMATIC PINS , AND 'SCREWS, SHALL Vir DE PLACED CLOSER .THAN . B DIAMETERS OR 1 INCH FROM PANEL: ENDS; 'NIIICHEVER IS SMALLER AND ;NOTE CLOSER THAN 7/16 INCH TO PANEL: EDGES :PARALLEL TO CORRUGATIONS t tT SIDE LAPS. • • • IA -C N ITT IBS CONTRACTOR SHALL VERI'' ALL DIMENSIONS IN -FIELD ANC SHALL , PROVIDE ADEQUATE SHORING AND GRACING OF ALL STRUCTURAL MEMBERSeDURING CONSTRUCTION. 'CONTRACTOR SHALL NOTIFY ENGINEER' OF ALL FIELD CHANGES_ PRIOR TO INSTALLATION SHOP AN fT'' .AFT S D F I� S E THE ENGINEER HA 'S NOT:l3EEN RETAINED OR 'COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S OR FABRICATOR'S: SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR' PROCEDURES FOR THE CON TRAC tOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL. NOT BE CONSTRUED AS SVPERVISIGN OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE: 'PLACE FOR _ THE PERFORMANCE' OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIER' OR THEIR EMPLOYEES, OR. FOR ACCESS, VISITS, USE, WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. CONDITIONS OF THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF A PROPOSED BUILDING LOCATED 1N TUKWILA, WASHINGTON BY EVERGREEN MOBILE ZINC. THESE DRAWINGS SHALL NOT BE USED IN` MIOLE OR IN PART, FOR FABRICATION ,OR CONSTRUCTION AT ANY OT HER LOCATION WITHOUT THE WRITTEN CONSENT OF THE . ENGINEER. WARRANTY: THE ENGINEER •HAS USED THAT''OECR'E OF CARE AND SKILL ORDINARILY EXERCISED UNDER SIMILAR: CIRCUMSTANCES,, l Y MEMBER OF, `THE PROFESSION IN THIS LOCALE, }ANL : NO OTHER WARRANTY, ,EI TNER: EXPRESSED `OR IMPLIED ` IS MADE IN CONNECTION'' WITH R NDERING OF P FESSI NAL. : . �RVIC E : O Q 5E S. E ACCEPTABILITY T►#S OES1.^N AND/OR SPECIFICATION Is APPROVE APPROVE() SY. 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DIAPHRAGM SCHED ON SHEET 15110 STEEL DECK PER PLAN 1 1/2' 1 . - PER 3/4' DIA A307 BOLTS 0 8'o.c. 1st BOLT 2 FROM END OF MODULE EC FIR JOISTS PER PLAN o.71Mana••••=11•71.2.0■rae.011r•w. N APPROVED DA1C MI 6/4/91 go MINN 11111 COL, END PL 1/4" X 3" SQ TYP 4` X 20 GA TRAGIC PNEUMATIC PINS .144" ION DIA X 1 1/2" LONG 6 "o.c, W/ WASHERS a ■ 4 a MARRIAGE LINE (M.L.) 1/2" x 1 4 • tam - ,,T 1 2" WALL G _ . u _ ' t i ail Jr : EPDXY G'NJTiNf . 1. USE ° ANCITOR BOND , "CONCRESI4E" OR "HIL TI" OR OTHER ENGINEER APPROVED ° "EPDXY BASED GROUT. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS' REGARDING INSTALLATION TEMPERATURE POT LIFE ETC 2. DRILL HOLE AT LEAST 1/8" TO 1/4" OVERSIZE'. 3. WIRE BRUSH HOLE & BLOW OUT ALL DUST W/C ».PRESSED AIR. 4. FILL HOLE W /GROUT & PLACE BAR. DO NOT DISTURB UNTIL G,4OUT HAS SET. • SECTION z--- TS3 /4 3/16 V DATE I SCALE 1 1/2' - STEEL STUDS PER SCHEOULE ON SHEET 1S110 i 3/4" DIA A307 A.BOLT CUBED 10" MIN MODULE LONG SIDES: A.BOLT 3' FROM EA END, 6'o.c. BALANCE MODULE SHORT SAS: (2) A.BOLTS 6' BETWEEN CENTER ON `' CL MODULE PL 3/8" X 4 SQ W/ 13/16" DIA HOLE 0 CL WALL BLOCKOUT ® A;BOLT' 12" X 12" FILL W/- CEMENT GROUT MIN 6,000 PSI MASTERFLOW EMBECO OR EQUIV 14 0 16 "o.c. - EXTEND EVERY 3rd BAR 6" INTO COW SLAB & EPDXY GROUT- --(2) I4 CONT �- - EXISTING SLAB SCALE '' 1 -0 JOISTS, DECK & CONNECTION PER 0 GRIDS . 1 & PER P i GRIDS A & (2) /4 CONT 4 4 i< x. q9:.* i '„ * .Hsi_' # • (i ; I I II J I I II I IIi1'1IJI Iii 3 4 0 16 MS INCH 1 2 swirsimittatetnarrAraarrarrawawmausr 3' -D" 'TYP en-tro T ' Lt <TYP C12 X 20.7 TYP - 3/4" DIA A307. CHORD/DRAG BOLTS SECTION .wowaiirmo FACILITIES ' EPART 4 NT 3S,+ t._ �r.s�i�? .?.?: 3�',.r.�t?` SEE NOTE BELOW saatiorimi 111 1l11 I 1 111 1 5 -0" A.00L T TOP & BOT 3/16 3/16 .C12. X 2 0.7 PL 3/8 ". X 4" SQ PER E/S320 A.BOLT PER E /S320 6,000 PSI CEMENT NONSHRIINK GROUT HAND EXCAVATE 1 1111111111111 1111111111111 II 11 1 1 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1/4" M.L. FLUSH f' i, I I fiI rr 3/16 PLAN b ". 11: .11=1 • ► • 6 • i ti Y 'y MIN 3 CLR ♦ EDAU U N, WA. 98002 D EVERE'S'T,: VOA. 98201 O KEN T, WA. 98031 D PORTLAND, OR 97220 Cl REN;:1: ON, . , WA. 98055 EISEATTLE 98124 • ' . V • O . r.- • • : r - R a t // +t 4 3/16 .a•. a . • •'. '.I 1 • • �. . - 1.•(. ,.,. r ..• ,I.1 °•• 741 0€ 62 ee Le 9e CZ VZ £Z ZZ lZ 03 fi II L 91 GI IA CI ZL ll O 8 8 IIIIIIIIIi�IIIllillillilllllillllll�IflllllEl�IIIIIIIII�IIiIIIIII�1111I ni,11!l1lI1111 ! 11i111111lllliIII!11111{W111111 llillllIll!iilllilll III I ' I � � t i • I Ilillilllllll I�IIi IIIilllillilfllr�Il1 ,II1riIIIIII,I1lllll ) err. r 1 '4 Pi. L V a D • 4 5 A • T TS3X3 /4 1/4 . • t SECTION SCALE APPROVED BY CL A.BOLT ;s. {: .5,rfi�t�'.rJ- �'+�$:N =.d3' .3:r.`�4 ✓� �1. .S'�r. S•'r,r tai - J , >� y -. w,k... .. • :!A` -" -..r'� ..� .ti: IIIIIII`I1I1,IIIIIIIIIIII 1I111IIIII1(IIIII1i1IIi 1 9 10 11 p aEa►w+Y 12 C Z II t Pi" O 1 IIIIIIililll llllllI, III111111IIItIiII�IIItIIIIII Slip 3/16 C S320 CONC REINF DO NOT STOP 8+ b"LOCKOUTS --� 7/8" DIA A307 ANCHOR BOLT —• . ACCEPTABILITY MS DEVON . 1 /OR oPECIFICATION IS APPROVED EXISTING SLAB NOTE! NO AIR POCKETS PI. 3/4" X 8 DIA GALV IRWIN • r - 1 r M 1 MIN 4 3/4` L A.BOLT SIMIAN PLAN "c" n rain "f» FLANGE BELOW PL BELOW PL 1/4" X 4' PL 1/4" X 6` EA SIDE PL 1/2" X 3 XO' -51/2" DATE «1. 1/4 N 1/4 U 3/16 V4" CHORD BOLT PER 3/16V 7/8" DIA A.BOLT & EMBEDMENT DTI. PER SECTL I 3/4 "0 X 12" A307 BOLT - EMBED MIN 9" INTO GROUT ONE PER PIER IN FIRST MODULE PLACED TIGHTEN NUT AFTER GROUT SETS WEDGE WASHER Y a b FLOOR FRAMING DETAILS BOEING GALLEY U K ILA, WA 12 SCALE 1 1/2 = 1 -0" 1. 1 2 a.R r � M .. a . a 1. SECTION SCALE 11 oD roe I I 3 PL 1 /4''X6 `-- PL 1/4" X V-- WELD TO COL WI 4" OF 3/16" FILLET LOCATE FLUSH W/ WALL OF TS • PL 1/2" X 3" x O' -5 1/2" M.l. & PIER --- BALANCE OF ,y 6 JUL 2 :9 1991; MAHAN S: DESAD°, I N NELSON BO iROAG ;S i'I411 NE 124th Street Suite #230 Kirkland, WA 98034 (206) 823 6667 FAX: (206) 820. -- 0D4 7 THOMPSON SITE } 140. ' • ti . rte' TS 3X3X1 /4 3/16 1/4 - V3" 3/16 <PL TO C12 18" SO PIER WI 14' EA CORNER & (5) 13 ' TIES 8" cUP - L • W / PSI CEMENT `GROUT AFTER PLACING ASt T EMBED 6* 14:EXISTING SLAB & EPDXY GROUT - SEE NOTE BELOW EXISTING SLAB CITY OF TUKWILA • APPROVE <D AUG : , • . 1 . 91 . 4 8i!LDiN MST DI ISION r • Y>!+1rsj' 6114', s .31>7. %'rcrr`. 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I FLUORESCENT FIXTURE- RECESSED C:3740 - FLUORESCENT FIXTURE -7 SURFACE OR PENDANT MOUNTED 1 0 1 FLUORESCENT FIXTURE - STRIP OR INDUSTRIAL [ FLUORESCENT EMERGENCY (UNSWITCHED) CIRCUIT CAM FLUORESCENT FIXTURES ON EMERGENCY (UNSWITCHED CIRCUIT INCANDESCENT FIXTURE - WALL MOUNTED FLUORESCENT FIXTURES ON EMERGENCY (UNSWITCHED) CIRCUIT 4, INCANDESCENT FIXTURE - SURFACE OR PENDANT MOUNTED 0 INCANDESCENT FIXTURE - RECESSED WALLWASHER INCANDESCENT/FLUORESCENT/H.I.D. FIXTURE - RECESSED DOWNLIGHT -+- HID PIXTURE - WALL MOUNTED * HID FIXTURE - SURFACE OR PENDANT MOUNTED CD EXIT SIGN - WALL MOUNTED (ARROWS AS APPLICABLE) • II EXIT SIGN - CEILING oR PENDANT MOUNTED (ARROWS AS APPLICABLE) O `a-f3 EMERGENCY BATTERY FIXTURE - SURFACE MOUNTED r y, EMERGENCY BATTERY FIXTURE- SURFACE MOUNTED - SINGLE 04 FLOOD OR SPOTLIGHT (MOUNTING AS NOTED) 0-0 POLE MOUNTED FIXTURE (SINGLE SHOWN, OTHER AS APPLICABLE) TRACK LIGHT TRACK . , ..CARb 'READER STATION 000R DOOR LOCK , 'FIREMAN'S PHONE • WATER FLOW INDICATOR VALVEEMONITOR EXTERIOR 'WALKWAY LIGHT FIXTURE EiO(LARD.EIXTURE 1 SPECIAL OUTLET (SIZE AS NEEDED) SPECIAL FLOOR OUTLET • Fal FIRE ALARM CONTROL PANEL' .ro-n FIRE ALARM TRANSMITTER. .EIRE ALARM ELECTRONIC 'HON/SPEAKER •:. FIRE ALARM . .ANNUNCIATOR: pANEL ‘- 8 ALARM- MANUAL STATION FIRE ALARM SIGNAL (8-BELL: C CHIME) FIRE ALARM:HORN/STROBE SMOKE 'DETECTOR , TEMPERATURE SENSITIVE DETECTOR 'CCTV C . CCTV CAMERA W/PAN/TILT/ZOOM/CONTROL. EEMERGENCY INTERCOM STATION • , . . DOOR HOLDER MAGNET • • UNIT HEATER, # INDICATES TYPE, SEE EQUIP, SCHED. WALL HEATER, SEE EQUIP, SCHED. EIRE ALARM SIGNAL (A-AUDIO, BE-BUZZER, H-HORN) DATE , ps LIST IS STANDARDIZED, '-; . • • • : ALL ITEMS MAY NOT APPEAR .ON • *. • E.... 1 . $ SWITC .. --SINGLE POE `(2=TWO POLE, 3i*THREE :WAY, .4=FOUR WAY) ' Sim SWIT , =LOW VOLTAGE SWIT , -WITH PICOT LIGHT 5%01*(14-V4TH LIGHTED HANDLE SVATCH -DIMMER . . . SWITCH -VARIABLE 5PEED • .., , '1r SWTCH -TIMER ' *.• ' . $x SWITCH -KEYED . . $14 • SWITCH -MANUAL MOTOR STARTER; HP RATED .,,141 • • SWITCH -MANUAL .MOTOR STARTER WITH THERMAL PROTECTION so SWITCH --SUBSCRIPT INDICATES S1MTCHiNG SCHEME 0 PUSHBUTTON (SINGLE SHOWN, OTHERS AS APPLICABLE) e- RECEPTACLE -SINGLE. 120V , • G 9.-EF RECEPTACLE --DUPLEX. 120V (10.ISOLATED (ROUND) • . RECEPTACLE -FOURPLEX, 120V . . • _ , © RECEPTACLE -CLOCK (; • . JUNCTION BOX -SIZE PER NEC 'e EQUIPMENT CONNECTION . , , • 0 SPECIAL RECEPTACLE AS NOTED UNDER RAISED COMPUTER FLOOR' • 60 SURFACE DEVICE ON POKE-11-1RU SYSTEM (DUPLEX: SHOWN. OTHER AS APPLICABLE) 4)1( FLUSH FLOOR BOX (DUPLEX SHOWN, OTHERS AS APPLICABLE) c RECEPTACLE - DUPEEX, 120V @ RECEPTACLE - DUPLEX,'DkDICATED, ® FLOOR POWER 9 RECEPT.ACLE - GROUND .FAULT CIRCUIT IN INTERRUPTER, 120V CFI . 4 4gE ,SERVICE DEVICE ON POKE - THRU SYSTEM (DUPLEX ' SHOWN) ' ):".E: SERVICE DEVICE ON FLUSH BOX - (DUPLEX SHOWN) . • 0 - FLUSH DEVICE IN FLUSH BOX (DUPLEX SHOWN) • •, . • Mew • TELE-POWER POLE . - , - REVISION • PACEWAY SURFACE METAL RACEWAY (PEUGmoi.0) CONDUIT IN OR ON CEIEING:OR WALL ' CONDUIT IN OR UNDER OR *UNDERGROUND CONDUIT UP CONDUIT. DOWN • .2 _ CROSS LINES INDICATE:N0ABER OF 12 CONDUCTORS IN i • _.CONDOIT, OTHER SIZE CONDUCTORS AND/OR As."NOTEO, ( -.4.-E- INDICATES 'GROUNDING CONDUCTOR)' • • ' ' • . , 'NO CROSS LINES INDICATES 2 -#12 101P4' IEE - 4 //All V. ' •;:1„ di A t• I. 7X6t-EPTABILITY tios DESIGN ANWOR SPECIFICATION IS AEF' " MOM 'PANEL 120/208Y PANELBOARD 2780Y,. anal* TEL BACKBOARD • TRANSFORMER - SIZE, AS NOTED • MOTOR HP/PH/VOLTAGE, SIZE AS INDICATED MAGNETIC' MOTOR STARTER COMBINATION' MOTOR. STARTER THERMOSTAT • " • • fl + , SAFETY`' DISCONNECT:: NON-FUSED, StZE AS 'NOTED SAEETY'DISCONNEOT, FUSED. SIZE AS NOTED • CONTACT - NORMALLY OPEN CONTACT --;NORMALLY CLOSED BASEBOARD 'HEATER, SIZE AS NOTED TELEPHONE CABINET • _.Ljgffrlfi BUDGET Atkovin: 8,815 S.F. x 1.85 W/S.E. 18,308 WATTS DEL WATTS1FIE. . .15 137 42 ' • 108 '5 . 69' - • -5 48 11 ' '7‘o • 3 9 .• 69 100 100 __BM 1 0 lenisiNcH 1 2 3 4 5 6 7 a . NOTE: If the microfilmed document is less clear than this , ' . notice, it is due t:n the quality of the original document. t 2.055 WATTS 4,536'. WATTS • 345 WATTS 240 WATTS 770 WATTS 210' WATTS 1;5 fivAtts 2,900 WATTS 100, WATTS • 0€ 6Z 8G 12 9Z 9 i7Z CZ Ze iz oz 61 81 LA 91 $71 £1. El IL 01, 6 8 L 9 C 111111ffil . 11111111111111 . 111111111 H 1111111111111111111111111111111111111111111114111114111 !Idli: 11141111111111111 1 11111111 1 11 P11 1 11 1 1 11 111111111111 1 1U11111 1 11111111111111111111111111111111111111111111111111111111111111111111111110W1 1 111111111111111111111111 1 111111111111111111111 • ;•!:- "*" 1 ^' 1 :' ••2". \ - 4;1 1111111111011111111111111111i1111111111111111111111111 9 10 11 MADEIN6EPW 12 ki••? x-r4147.44.44-444;tr.c.., 4.4 . . , -. AMPEf - AIR - NIT , 1- - AMPERE U ERA_ _ - ABOVE E lig ELQ0ift• FELIQR - AIR.tl LING UNIT FOIE: -- ALEEE .. . - AMME i -- ANTENN GEN --• ANNUNCIATOR . GALV - AUTQMA IC' GRD - AUXtIgARY HD - AMER cAN WIRE CAGE HH - BACKBOARD . HP - BREAKER , HPF -• B R EONS. tiln. UILD - As uIT TAW -- C O CABINET lo - 8108811. BREAKER - Ct !LING - CONDUIT ONLY MB - COMBINATION MPR - COMPRESSOR ND - CONDUCTOR CONT - CONTRACTOR - 1 1 ' : E Opr TRANSFORMER Lft is = • *8 Egf i I ET T S) DL - --- 8(7filIkIt I " LV EA - EACH MA... EC - ELECTRICAL, CONTRACTOR MAINT EF - EXHAUST FAN MAX F. , :- ENGINE GENERATOR PATcH - EE A oi i . R MFR MOP - FTRAG?"c L'19 - EM N Y -- ELECTRICAL METALLIC MIN TUBING MS - EXPLOSION PROOF mm - ELCMIECNTWATER MTG N COOLER • N/A - ELECTRIC WATER NEC HEATER - EXHAUST NF NE. NIC .- EXISTING - FUSE - FIRE. ALARM NO - FURNISHED BY OTHERS NTS -. FOOT CANDLES 0 A130,0.EVI r ft LE °R WORESCENT FURNISHED' 8Y OTHERS INSTALLEO__eY CONTRACTO1 GALVANIZED - GENERATOR • - GRCUNto DRAWING IN : 11 G POWER FACTOR - HIGH - IN - HEAVY our( -. K :_ M HD HOLE 111 ACCORDANCE WITH - INSIpg, FROSTED ER IF - INSIDE D l• IMC - INTERMEDIATE GRADE INCAND - I II‘Vilit i l i D I E C SC C ENT DU ' IT J - JUNCT5:N ,BOX KVA .,.- KILOVOLT AMPERE 141 - KILOWATT HOUR .. LFC -. LIQUIDTITE FLEXILE L7 , - LOW POWER FACTOR LT S) - LIGHT(S a r LT - LIGHTI G . kV, - LOW V O L TAGE - mitiihkv,PERE •sT9,8 - MECHANICAL CONTRACTOR - MECHANICAL MB -- MAIN DISTRIBUTION TEL PANEL TEL __CO : t s IW P : t A R U - MANHOLE TER y U li oti - MOUNTED vac - - MOUN TING VM - - NEUTRAL , W - t13(211411T\LIEIPATRICAL WI :- CODE WH : 18'1 frYSBoRAoT OR "m IN THIS PORTION OF WORK - NUMBER -- NOT TO SCALE - PHASE f,(.4. PA -::•.':,--' 'Flg . - . . , ' •.: • PAX. - rvAt- .u..QMAlj P'cRO,S - O.VC-cciA DEREDW, ( t it ' .7-E Pg5t17 ,, tot+ . PDX ,' ,' -. ,'E givAi* -, •toNcit-,_•••• • • . • • ,,, • omi3 Oi.ST - „ ,„E ETO,R. -.: r PH ,E- ' .' ...E. .,..E-. E. i E PNL - --E2,..RANEEEEE:'E.-. PR -- -r PAIR' E. .• . '.....E.; PRI. - ' 'PRIMAR Y! - ..E E .. PT : E.E. EXISTING --1 -POTENTIAL''' .E. E...E` . .'. '. TRAN FORMER.E. • PWR • , E.EPO' , E•.:Et- EEE. RAE - - ' 14;', REGPT -; ':REC .TAGLEE RGS. --;-.' RIG VGAIEVAN1ZEO STEEL E E ._ -. - w , .- -....-: ... ,•.' , ..' . 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EIRANSR NOTE: FOR ABBREVIATIONS THAT ARE NOT COVERED IN THE ELECTRICAL LI TO THE ARCHITECTURAL AND MECHANICAL LISTS. EGA TITLE SHEET • • Ltdlittok RoyvER"& COMMU4TICATI0N PLANS E1.2 KITCHEN PLAN . ; E1.3 .-KITtHEN.'4000 WIRING DETAIg • E2.1 PANEL. SCHEDULES ',84 Poyitk..RIEROIAGRAM. • F2 • F6 Ki •NU E. '1:L -... ' -QAT 7 : : .. : i.type 0 0:0 plio • '-' ••• : g*I 11.::.1 ' ' ::-.fli:vt-r(IfibaA0Fe4•;takivoT.EN.f.:s, , . .....11 ,11111.414 ,:-,•,' !'•;:', E. .,.. :. :h. „. „,, -• T: 7 l .7'; 1 . - •••••:;:-. •,",?. • ;i , "*•'' • I-. • ' 0Abo4' ASEYPE FE - F litt . . . . . ' 7 ' /I ... '7 • ',. •••'•• : . 1;i t y t ":: . ;, 4' •.' ' : ' ' „ ...1 1"...;ii ^ f 1" ' . • • ' • ''• • ' • SAMS AA Ft `E i EltOilt;Vt4Ra,... ; '. • E.: !,- Vv E lii11041k. • ; ,,. : •..,--''. E . E, ....,E :'.:' t ,-......; , ' E, '.E:.- 0FEE li• "..,,,- • .0. 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I.: ,..itl , .45 , .-., ,_, •'. ;' - - ^ ' .• ..1 I FLUORESCENT FIXTURE- RECESSED C:3740 - FLUORESCENT FIXTURE -7 SURFACE OR PENDANT MOUNTED 1 0 1 FLUORESCENT FIXTURE - STRIP OR INDUSTRIAL [ FLUORESCENT EMERGENCY (UNSWITCHED) CIRCUIT CAM FLUORESCENT FIXTURES ON EMERGENCY (UNSWITCHED CIRCUIT INCANDESCENT FIXTURE - WALL MOUNTED FLUORESCENT FIXTURES ON EMERGENCY (UNSWITCHED) CIRCUIT 4, INCANDESCENT FIXTURE - SURFACE OR PENDANT MOUNTED 0 INCANDESCENT FIXTURE - RECESSED WALLWASHER INCANDESCENT/FLUORESCENT/H.I.D. FIXTURE - RECESSED DOWNLIGHT -+- HID PIXTURE - WALL MOUNTED * HID FIXTURE - SURFACE OR PENDANT MOUNTED CD EXIT SIGN - WALL MOUNTED (ARROWS AS APPLICABLE) • II EXIT SIGN - CEILING oR PENDANT MOUNTED (ARROWS AS APPLICABLE) O `a-f3 EMERGENCY BATTERY FIXTURE - SURFACE MOUNTED r y, EMERGENCY BATTERY FIXTURE- SURFACE MOUNTED - SINGLE 04 FLOOD OR SPOTLIGHT (MOUNTING AS NOTED) 0-0 POLE MOUNTED FIXTURE (SINGLE SHOWN, OTHER AS APPLICABLE) TRACK LIGHT TRACK . , ..CARb 'READER STATION 000R DOOR LOCK , 'FIREMAN'S PHONE • WATER FLOW INDICATOR VALVEEMONITOR EXTERIOR 'WALKWAY LIGHT FIXTURE EiO(LARD.EIXTURE 1 SPECIAL OUTLET (SIZE AS NEEDED) SPECIAL FLOOR OUTLET • Fal FIRE ALARM CONTROL PANEL' .ro-n FIRE ALARM TRANSMITTER. .EIRE ALARM ELECTRONIC 'HON/SPEAKER •:. FIRE ALARM . .ANNUNCIATOR: pANEL ‘- 8 ALARM- MANUAL STATION FIRE ALARM SIGNAL (8-BELL: C CHIME) FIRE ALARM:HORN/STROBE SMOKE 'DETECTOR , TEMPERATURE SENSITIVE DETECTOR 'CCTV C . CCTV CAMERA W/PAN/TILT/ZOOM/CONTROL. EEMERGENCY INTERCOM STATION • , . . DOOR HOLDER MAGNET • • UNIT HEATER, # INDICATES TYPE, SEE EQUIP, SCHED. WALL HEATER, SEE EQUIP, SCHED. EIRE ALARM SIGNAL (A-AUDIO, BE-BUZZER, H-HORN) DATE , ps LIST IS STANDARDIZED, '-; . • • • : ALL ITEMS MAY NOT APPEAR .ON • *. • E.... 1 . $ SWITC .. --SINGLE POE `(2=TWO POLE, 3i*THREE :WAY, .4=FOUR WAY) ' Sim SWIT , =LOW VOLTAGE SWIT , -WITH PICOT LIGHT 5%01*(14-V4TH LIGHTED HANDLE SVATCH -DIMMER . . . SWITCH -VARIABLE 5PEED • .., , '1r SWTCH -TIMER ' *.• ' . $x SWITCH -KEYED . . $14 • SWITCH -MANUAL MOTOR STARTER; HP RATED .,,141 • • SWITCH -MANUAL .MOTOR STARTER WITH THERMAL PROTECTION so SWITCH --SUBSCRIPT INDICATES S1MTCHiNG SCHEME 0 PUSHBUTTON (SINGLE SHOWN, OTHERS AS APPLICABLE) e- RECEPTACLE -SINGLE. 120V , • G 9.-EF RECEPTACLE --DUPLEX. 120V (10.ISOLATED (ROUND) • . RECEPTACLE -FOURPLEX, 120V . . • _ , © RECEPTACLE -CLOCK (; • . JUNCTION BOX -SIZE PER NEC 'e EQUIPMENT CONNECTION . , , • 0 SPECIAL RECEPTACLE AS NOTED UNDER RAISED COMPUTER FLOOR' • 60 SURFACE DEVICE ON POKE-11-1RU SYSTEM (DUPLEX: SHOWN. OTHER AS APPLICABLE) 4)1( FLUSH FLOOR BOX (DUPLEX SHOWN, OTHERS AS APPLICABLE) c RECEPTACLE - DUPEEX, 120V @ RECEPTACLE - DUPLEX,'DkDICATED, ® FLOOR POWER 9 RECEPT.ACLE - GROUND .FAULT CIRCUIT IN INTERRUPTER, 120V CFI . 4 4gE ,SERVICE DEVICE ON POKE - THRU SYSTEM (DUPLEX ' SHOWN) ' ):".E: SERVICE DEVICE ON FLUSH BOX - (DUPLEX SHOWN) . • 0 - FLUSH DEVICE IN FLUSH BOX (DUPLEX SHOWN) • •, . • Mew • TELE-POWER POLE . - , - REVISION • PACEWAY SURFACE METAL RACEWAY (PEUGmoi.0) CONDUIT IN OR ON CEIEING:OR WALL ' CONDUIT IN OR UNDER OR *UNDERGROUND CONDUIT UP CONDUIT. DOWN • .2 _ CROSS LINES INDICATE:N0ABER OF 12 CONDUCTORS IN i • _.CONDOIT, OTHER SIZE CONDUCTORS AND/OR As."NOTEO, ( -.4.-E- INDICATES 'GROUNDING CONDUCTOR)' • • ' ' • . , 'NO CROSS LINES INDICATES 2 -#12 101P4' IEE - 4 //All V. ' •;:1„ di A t• I. 7X6t-EPTABILITY tios DESIGN ANWOR SPECIFICATION IS AEF' " MOM 'PANEL 120/208Y PANELBOARD 2780Y,. anal* TEL BACKBOARD • TRANSFORMER - SIZE, AS NOTED • MOTOR HP/PH/VOLTAGE, SIZE AS INDICATED MAGNETIC' MOTOR STARTER COMBINATION' MOTOR. STARTER THERMOSTAT • " • • fl + , SAFETY`' DISCONNECT:: NON-FUSED, StZE AS 'NOTED SAEETY'DISCONNEOT, FUSED. SIZE AS NOTED • CONTACT - NORMALLY OPEN CONTACT --;NORMALLY CLOSED BASEBOARD 'HEATER, SIZE AS NOTED TELEPHONE CABINET • _.Ljgffrlfi BUDGET Atkovin: 8,815 S.F. x 1.85 W/S.E. 18,308 WATTS DEL WATTS1FIE. . .15 137 42 ' • 108 '5 . 69' - • -5 48 11 ' '7‘o • 3 9 .• 69 100 100 __BM 1 0 lenisiNcH 1 2 3 4 5 6 7 a . NOTE: If the microfilmed document is less clear than this , ' . notice, it is due t:n the quality of the original document. t 2.055 WATTS 4,536'. WATTS • 345 WATTS 240 WATTS 770 WATTS 210' WATTS 1;5 fivAtts 2,900 WATTS 100, WATTS • 0€ 6Z 8G 12 9Z 9 i7Z CZ Ze iz oz 61 81 LA 91 $71 £1. El IL 01, 6 8 L 9 C 111111ffil . 11111111111111 . 111111111 H 1111111111111111111111111111111111111111111114111114111 !Idli: 11141111111111111 1 11111111 1 11 P11 1 11 1 1 11 111111111111 1 1U11111 1 11111111111111111111111111111111111111111111111111111111111111111111111110W1 1 111111111111111111111111 1 111111111111111111111 • ;•!:- "*" 1 ^' 1 :' ••2". \ - 4;1 1111111111011111111111111111i1111111111111111111111111 9 10 11 MADEIN6EPW 12 ki••? x-r4147.44.44-444;tr.c.., 4.4 . . , -. AMPEf - AIR - NIT , 1- - AMPERE U ERA_ _ - ABOVE E lig ELQ0ift• FELIQR - AIR.tl LING UNIT FOIE: -- ALEEE .. . - AMME i -- ANTENN GEN --• ANNUNCIATOR . GALV - AUTQMA IC' GRD - AUXtIgARY HD - AMER cAN WIRE CAGE HH - BACKBOARD . HP - BREAKER , HPF -• B R EONS. tiln. UILD - As uIT TAW -- C O CABINET lo - 8108811. BREAKER - Ct !LING - CONDUIT ONLY MB - COMBINATION MPR - COMPRESSOR ND - CONDUCTOR CONT - CONTRACTOR - 1 1 ' : E Opr TRANSFORMER Lft is = • *8 Egf i I ET T S) DL - --- 8(7filIkIt I " LV EA - EACH MA... EC - ELECTRICAL, CONTRACTOR MAINT EF - EXHAUST FAN MAX F. , :- ENGINE GENERATOR PATcH - EE A oi i . R MFR MOP - FTRAG?"c L'19 - EM N Y -- ELECTRICAL METALLIC MIN TUBING MS - EXPLOSION PROOF mm - ELCMIECNTWATER MTG N COOLER • N/A - ELECTRIC WATER NEC HEATER - EXHAUST NF NE. NIC .- EXISTING - FUSE - FIRE. ALARM NO - FURNISHED BY OTHERS NTS -. FOOT CANDLES 0 A130,0.EVI r ft LE °R WORESCENT FURNISHED' 8Y OTHERS INSTALLEO__eY CONTRACTO1 GALVANIZED - GENERATOR • - GRCUNto DRAWING IN : 11 G POWER FACTOR - HIGH - IN - HEAVY our( -. K :_ M HD HOLE 111 ACCORDANCE WITH - INSIpg, FROSTED ER IF - INSIDE D l• IMC - INTERMEDIATE GRADE INCAND - I II‘Vilit i l i D I E C SC C ENT DU ' IT J - JUNCT5:N ,BOX KVA .,.- KILOVOLT AMPERE 141 - KILOWATT HOUR .. LFC -. LIQUIDTITE FLEXILE L7 , - LOW POWER FACTOR LT S) - LIGHT(S a r LT - LIGHTI G . kV, - LOW V O L TAGE - mitiihkv,PERE •sT9,8 - MECHANICAL CONTRACTOR - MECHANICAL MB -- MAIN DISTRIBUTION TEL PANEL TEL __CO : t s IW P : t A R U - MANHOLE TER y U li oti - MOUNTED vac - - MOUN TING VM - - NEUTRAL , W - t13(211411T\LIEIPATRICAL WI :- CODE WH : 18'1 frYSBoRAoT OR "m IN THIS PORTION OF WORK - NUMBER -- NOT TO SCALE - PHASE f,(.4. PA -::•.':,--' 'Flg . - . . , ' •.: • PAX. - rvAt- .u..QMAlj P'cRO,S - O.VC-cciA DEREDW, ( t it ' .7-E Pg5t17 ,, tot+ . PDX ,' ,' -. ,'E givAi* -, •toNcit-,_•••• • • . • • ,,, • omi3 Oi.ST - „ ,„E ETO,R. -.: r PH ,E- ' .' ...E. .,..E-. E. i E PNL - --E2,..RANEEEEE:'E.-. PR -- -r PAIR' E. .• . '.....E.; PRI. - ' 'PRIMAR Y! - ..E E .. PT : E.E. EXISTING --1 -POTENTIAL''' .E. E...E` . .'. '. TRAN FORMER.E. • PWR • , E.EPO' , E•.:Et- EEE. RAE - - ' 14;', REGPT -; ':REC .TAGLEE RGS. --;-.' RIG VGAIEVAN1ZEO STEEL E E ._ -. - w , .- -....-: ... ,•.' , ..' . REVOLUTION - E • E ,..., .:,MINUTE . E.E ' - - , EEE SUPPLY Y. , FAN E , SPDT - . SINGLE•POPLE...:OOPE pl...E. EGONDARY/SECONDE •-..' SECT -- ECTIONE , ....-..-• •SH.T • ,". - HEETE, , - •-, '- !•'., • ' ' - THROW'. .. : .,....-...... E:E. SWES - SWITCH(ES) H ES).'.. , • ..-2 E: - .STD1 E ..-. ''' SWITCHBOARD .'...:,'•",E-..".7,'....;;.,'. • SYM: • .ARD - •-.._ ••-' --, : .H.LEPFIEIE:. BACKBOARD - TELEP TELEPHONE . -. .LEP ONE COMPANY - ... y OPp,AIVRE ,. -- .UNLE00frIERWk..5EENO: --. UNIT HEATER i' ..i-E,%;;'. . .. -E • 1 !,..- --; , , ,: , .-••,..-!-E---:. E.E...,:..-' E .. . ... ,,. UEALTERNATINt; . cuRREN .:.' VOLTMETER EE ..,.. -, ., - ,,,..,•,:,;.,:• WEF • WATT , :-E .- ' '..; WI ' EE H.,. E . ',EEEEE'E , JEE,EE - -- WA E L' EXHAUST 'FAN E'• ;:.''..-1 WATT HOUR • E; E.'. ..- • WATT HOUR METER ',EE..';•• E -.- WoET • ' ' ' EE:.'E.E.r - ...-'WEATHEWPRoOF. ,•;,-...•' .. -.-; 'EA/ATERTIGHT . ' E..E.:„.'' E •EWIREWAY' . '.i; ' .E.'. .. - .:'TRANSFORMER', .., , , -... EIRANSR NOTE: FOR ABBREVIATIONS THAT ARE NOT COVERED IN THE ELECTRICAL LI TO THE ARCHITECTURAL AND MECHANICAL LISTS. EGA TITLE SHEET • • Ltdlittok RoyvER"& COMMU4TICATI0N PLANS E1.2 KITCHEN PLAN . ; E1.3 .-KITtHEN.'4000 WIRING DETAIg • E2.1 PANEL. SCHEDULES ',84 Poyitk..RIEROIAGRAM. • F2 • F6 Ki ' Mr,: 4_ . ; . CAI r'Y J - .,��'i{{f is (� ,i` } T1MFi 9*M a _ :` /R n r� • 'Sa� � f�� S °.'l - Y ; p!+ l ""' ly! .' FEi>1*iNl i<L ! x s ti t 3Ct r : *ti,�:.y4 .4 a i ; ,. , Gt zi >� 72' 8 > a ' MA ! I , 1, Vii. *, tt� </7IIp ��r. T � + � ryy �� ; ( �C .�• 1 , t . It C t 4 h k k $ !' T . � '' l A L sir 1 • '.l�l ' `. 1 . & -r, 7f • i , i •may r . s -4:f s �.J : s � 14� . , . 11� 1�3 i. i'ii =.. tea p ... !f • , AC ;i 3 1� {y: 13r +i t*rii:'1 1. , ' � ( i t i 't• a S s WAY AN *A k t ` . 4 -1(• a • t. . t itaZliil C .3 teat , ., c i t -.4 _;� 1 l _i i 1I r l 9 I4J G f K I 11 l lt -#t � .. 6.4 :U b > i } ,i ' ,1 • oMt+ . i YE Y t . r ' , ue 7.5 i t , 1� i1 , ► UU1 f 9 � V N 1 2 IA IlER,_.:Y r Y j PI ._4 4 >' 8 +' •t b1i l t}I A d 1 IOTA. ! r • 9.6 I. �y AIWA M }r±7 u ' ilI . . r c f . � {r11S1L'Y� M =- 4M.0 stab } l - ,+ I . 7 11 "J . 5 ' • '1 • ^IL ?JS � "� •. .44 4klK'It Iti ' r.., 1 1 • '! >� 1 • + • 1; 1 iL . L 1 . r ,�:. 1 LCh L�tll .E08 4• '+ 17= � laucG UM _ _,_,, u8 tit.? v1r1 ; - F . '• CO N= � • - �""�•'"" "�. i�1o� ' . Ci} � I TC.1 1 sig i < fist " E ` -1-•- J ,�i 1 '1x I Pt' V mat 1....I + SOT.. i r-: 1 GI III K 40 28 1 )ur r'11 '. v y t. ' 112vyC i : iMi4i t = y v i f f M CA W • _ B�� ; , x A Y lA�4Tr 11 r 4 . - lE' ��11 1 T YYY r ifEl�!l k t FI4 3 >M _ N .. • 1 1 9 1 . r i s 7 5 l 1 1 . 1 � 7 K r f 4 T i i , • 2 1 Tl •!' r d{ Y , fOt'n 1 - isot,llTEt • • } _ 4 � .. ;'1 • {1 w venifi•Type ANQR EQV'IIZMEHT ' i� ` REVISION PI'ovi E W AT GLO$L.RE ' 1 -3 Tt.t1P EN tJ4L,K- iN OOL. s 4NL? CAI' Rio 120/208v-3'1 +132" (OUTSIDE OF :BUILDID xY i' d : y n .. 176 +720 DISH MDP-: 37,39,41 _`.K1 - 20,22 ., . r' ��'":' RS' r'. �t; N :F'.aa, +r-d3t.�' r'�•r7. ^'F 1 ":•• 1 DOOR HTR (22) ---- DOOR FM (2) • - •BLWR COIL (20) 44A G. • { d2A i 428 �z . UNIT (1 -•- TEL PHONE CAWNE EIRE ALARM CONTROL PANEL +30' +24" C= 13,15;17 +30" 'J 1 +30" K1- 39,41 2,4 6,8 10;12 14 t.�,,, _ - � -28,30 >... -- , 1 1 " - K 1 y K272,4,6 --- B a �.39,41 --• MDP- 32,34,36 K2- 27,29,31 K2- X35,371-39 0 AUBURN, WA 98002 0 BELLEVUE WA. 9$007 �KV�RETT, - � 98/20 A. .; f 1, 9803.1 0 PORTLAND, OR 97220 E .RENTOW WA . 98055 SEAT.TLE, WA. 981 24 PHONE MODEM -- 4., - :nh 1 r• :7•{ t •• .s,t' ±, 'z '�t • ;.. � !. �.:��:` y ^s 1 r Y 3�1 :5f;, , ..3. 0 16 THS INCH 1 2 5 b •/ 8 n NOTE: If the microfilmed document is less clear than this ` , � notice, it is due to the quality of the original document. 0 £ 6Z 8G . 9Z 5Z 4 7Z / CZ ZZ lZ OZ 61. et a 9l 5t ht el Zi It nL 6 8 L 9 s ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '1l11IIIIIII!IIIII !! 999THIIIIIIIIIIIIIIIIIIIIIIIII lIIIIIIIIIIIIIIIlIIIII1 LINE OF COILING • GRILL OvER $TQ R4.E 17,19 PANEL K1 -- PANEL A -'---■ PANEL MOP -� i 8- 25,27,29 33 11111111J111I111I1;111111 1Ij0!111111111 :1:1'i!1111111I11111111111 11 r! - 911 1{Iluip111111(1f'I i I111f 11iiilllil FI1lIII11I111i I�lIIIIII�1�1�i� 111 1119111 !111�i 11i;jiiifii1II'iI1I i'i 1 1 , ! 10 11 DE IN O£PMN(Y 12 E Z t ww O 11111! IIIIIIIIIIIIlIIIIIII 199911 1ItIIIIII ;IIIHIIII1IIIIIIflIillI IILIIII !IIIIIIIiltillIIIITI!I1II i�l lillllllllll1111I111 111111Ilililiti11 ACCEPTABILITY .541-41117— R THIS DESIGN AND/OR DHECKED SPECIFICATION I S APPROVED APPROVED BY [DEPT. I DATE • l,al TOILET/LOCKER +87" - 1 3 5/23/g1 u•I• 0 y ELECTRICAL NOTE 120V- 10.20 AMP, + 48" EMPTY " 1" CONDUIT FOR ' CASH RE flST R ;CABLE TO TELEPHONE CABINET. 3• ALL DISCONNECT SwITCHES AND ki0T0t ; ARE PRQVt0tb` MECHANICAL CONTRAC`TUR, & U ELECTRICAL CONTRACTOR. - • ' , t 4, VERIFY OUTI.ET' MOUNTING `HEIGHT ' WITH ARCHITECT WHE NOT SHOWN. • 1 4--15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE TUKWILA, WASHINGTON PROVIDE NEMA 2 RE,CEi PACE:~, - • .120V-- 10•-•20 .AMP, '+2" 7. VERIFY MOUNTING HEIGHT WITH 'ltCHI'TEC'f JOB NO. 276) s6 LAST REVISION SYN�t?l WEE"? 1 aleiffigNINW• ELECrittAL ENMAitERS USW Aeon 311yt M;. x'14 See* Nib W Y 6 (24B) 31 .. � ' y id � err n ✓ "' a a �; +a4 r �� yp� i f.3.1.� :I `' ''1.h1 • S REVISION APPROVED DATE REVISION APPROVED DATE {. '••••',4 �" . -.Y.,, � S : -: -: ) } -. :,,l 4 �.:} ?., ij r.: t• ....,'. 1 ,41,_. 'q. ,:.� + IIIIIIIII�IIIIIIIIIIIIIIIi IIIIIIIIIIIIIIIII1 1 1 1 1I1IIIIIII1i1i1111111l I 1111111IIIII1II 11111111111111111111 II 1 liii 0 1e THS INCH 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the finality of the original document. e.:k r ;2. +1,' 3s �T h 1 . �a ; t.ah a ?.gyt l c6 a s i✓ >�P�>3 r s� �• �h 3 f t III11111111111111111111111 .:Vr .: 11 MAD6 12 € 6Z i OZ I _: I I 01 . !� 11 I' i I I I I I I' i WW 8G L„ 9? 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(4t•1. - GIII'E.ON11 VENTILATOR CONTHUI. ('AIIINET .4 " "11II CPC•b470 SI:NIkS r • SUN Sr I mItca E10440 PART P. C -30C`O MICRO lei I „r>; I ern F I u to Of; 11 T J i:I CI,W 010: WIRING , McGTKILA L ORTIKAG'�0iZ 6 H 2 7# IZ AN(UWi.64 . WOE QM Ills A11p a ,� '1(11 POWER SUPPLY OUTPUT QOA?:O DIE T 1,1101 n ° Irs ..11 - �- :N I M:1111 � >x a 1 TO/S1 Et IIBZIOI t I L I L_ _ M I i I I 1 1 1 1 1 1 1 1 I III -ETT I 1 111( r I -- - --- I I I 11 1• 11 11 E 1 ,01E I 1 141CT -I J I LL I ta1E II I1 II IJ 42) 1144i 12 1171 um -' k. w. un. 4 !? A' Y??' ltt , f h kf'i*.fNi�'ffi>'.ii9ds:PS7tSY •-" '' �i 1: �'+`.t• ...... If'.al.ti Y.rr.:::'.... , h . , . 35kt�: �(j+�S1�.er ��u� « r - r GPC-X00 IN KITCHEN 1 OPTIedit IMO opt GLIM FCE MKS • SEE /C1EI 21( _1. 1 K. p 1 01WW W1 RI • 1 r 1 Y.. /WA TIMM FLIP 11St Sot all SOLOG10 .I CE g�E, NP TOTAL EXHAUST eFM REQUIRED: 4625 VENTILATOR DUCT STATIC PRESSURE: 1.3 (SEE GRT DRAWING) TOTAL SUPPLY CFM REQUIRED: 3700 VENTILATOR DUCT STATIC PRESSURE: 0.1' (SEE GRT DRAWING) AUX OiS(OIIECT :Y •R s ' 11TH 14 a L SX S XA1Ep iN mouse AIR AS FACIGIT. API AIR. PROVING SIKH AR PI10 SEMI (P. Ci IIG LUG Jr 4EA I Min • R.1 KC A ER EMI COIL LF LIFE T1SE IR )RMRf:Ar(R, Ds O ma FS S1 PLT FA?1 MO PATCH 1 SE11Y1(t SY ' (MICR 1021021 - I L2 L3 I �' --r I TR ., h � � Q9- �E - - - W861. I 480/3(! /60HZ r I fa Ve uot.te4T..NIw7Nt.1 1D1 Y� ' :w a.itaal.ua tFn.Is 11 Ni IL(1 -0 '� '19e eht 1111.(. EE U .F 4121 At c1[ I1 Ile 41e14 mt r1otb. 114 S (TR n IISI M'01 Tatra r r0.11tY. ». 1 TAT (1 Si 171WSL SSDIy� t E I? RAt,E I.••CIIM A ANLICI I ROET. ft Tr rtR fi32 a. flW a t I '7eta� rot ' "o aE. tot 144 a• Irl ?.6? Q7.1 IS n o s . el •ri41 Or. Y 1.31? a 11.Y7 ODt w E1t1 IURT I F.II. 71tioi, IRE' • 1.p N e, sa u m IT ' 114010 C ate r . 00 w 1111 ■►R1 10141 n c. I / T1 111I0 11 0rQle 11p TAE Yk 1 11 1 u ula+. CONTROL WIRING'DIACRAM DISCI:NEU1 Sri TOI U - - � I L2- - L3- - G- ^ -ID 15 kr HIRE ELOCK w CO Ctt ft HAR CRT WIRING DIAGRAM I UMW ' FIELD WIRl1E1 DV OTHERS item: 1 w 01,E MAR 1 -2 -ETD ICUs 040® e NQE j,( l,ti'1�. p. C -107014 1TtE io: 0 -920 VW HS. 11r 06 A x[BINC paTA.f9q sum VFR1'I.ATO SEMI * C31t' -3000 CTDTiR'@l colic mono PFV, 15. FIEL0 VIREO Br ELKTRICAL dEIuTRAET►ft. TYO V S 11tH CoNlitL CABINET TO 120 4ItT A.C.. 20 AIIP. SERVICE ev REf�1RLCAL' tIOURACilR. T11TI VIBES FROM'G wa CABIIET ID i1AG*ETIC STARiER SWITCH el ELECTRICAL COITKAI;TIR. 11REE.YIi FRO4 CENT((� CABDRT TO i ® DI VENTILATER BY ELECTRICAL IDHiRACICR. , . LIGHT SYETCTI FOR L1Gf► FIXJI E VON 120 StLI A.C. SEavICe • 81 ELECTRICAL CONTRACiC*R. iAD Y aEtmot Lou SYITON TO,J-(0X ® ON VENTILATOR BY ELECTRICAL CONTRACTOR. FUTURES. LIGHT FUTURES. ' • FER ARK AT -1 B , ® , .ORSiTT RECONECT1pE BYE�RICM. CONTRACTOR. :© TN7EE law!: iHTERCItKanc vDlTRATE1R %CTIITIS IN ‘r.1,5 ', OISCx1ECT®F SNiPI£NT'AT J 0 ..fl5UTE RECD ECITON BY ELECTRICAL CONTRACTOR. WIRING DATA FOR ,THE UENCHER WATER SPRAY FIRE RI40T>;L`s STEi! 09 OLEN R CONTROL CABIHE7 FIRNiSHE P1V. 15 FIELD VIREO BY ELECTRICALC(AITRACTDR. I4 TYD VIRES FM MENDER COITROL CABITET T 120 VOI.1 SERVICE DY ELECTRICAL CONTRACTED. • © TWO V110 FROi ONENCFER CEN►ROL CABINET TB ECHOING AEARIN SYSTOI BY ELECTRICAL CDITPACTOR IF REWIRED. j 1Y0 vets FRCH OLKIER CEIKIRSI& CABINET TO BREAKER PANEL FOR STINT TRIP BY ELECTRICAL CQTERACTOR IF REWIRED. /4.1:01 CRUZ 111$1 culty,YI O! tic APO LOCAL CCOES • TACthRY WIRING -- - i1E i o r1Ptpt; ,Ey EIV 1 FAC I l.. I T I ES DEPARTMENT 1ERHINAL OLO(K i IN merle (mica CAODET I I. I I 1 I-- i I i I N N LI L2 120 VEIT A.C.. 20 AYP. SERVICE TD BE FUSED SEPARATELY. WEIY 12 -10-00 ILr,( �OF 43E .. • : r" ,. r~ rc . 3,dtf; RI : I TYPICAL ELECTCAL ELH FI_WIRING TO QUENCHER WATER SPRAY FIRE PROTECTION SYSTEM • ,?A r .f - s x k F . . . ! 1?P�'. .�.1 . ......... ' ��. r F, s.. 2 1.,' ac i�- G c-. .. rrt.. .J.�.�By. 4T'C . ,i .rr.,a ; c . .,� :k5�:'1;s:"';4'.� � r K �. .y ry... • SI NT TRIP BREAKER WITH T2(l V01.T - "T ' COIL CLEARII�, COITACTS. BREAKER CCKING TO OISO)IECT ELECTRICM, LOCO TO INSSTALLED BY OECIRI C CCOMI TOR, • D AUBURN , WA , 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 98201 D KENT, WA . 98031 0 PCQ.: RTLAND OR . 97220 . D RENTON `�!►' 5 >� SEATTLE 9805.E , WA . 98124 A • WLUALE FREE N.C. IROLOE WRVS FOR INrERCTH CTIO O 14111.01/4 LIFE SAFETY SYSIEN 11 N7ii *pt TIDY trERAIt1sA. Wa ' B VOLTAX FFtfE N.O. ALMM #INTACTS FDR DOOKO IECTIOM 78 MOM LIFE SAFELY SYSIEN 10 MINER • SYSIEN FIRE MODE. • CONTACTOR WI 120 VOLT TOOT? COiL TO DISCI ELECTRICAL LOAD TO COCKING aIIF4fNT FT TISFEU AND INS- TALLED BY ELECTRICAL (* TRAC!EP. Alt. EXTERiW CONTROL WIRIHHO� STUlL • OE 12 64. HIM. OR AS PER APFL iCAE&E E DOES. SUv _LY VOLTAGE 120 V'.,60 HZ 1 MoJeI: CC -DDL- MAY - 64 ( PLAN VIET ,4 ACCEPTABILITY THIS DESIGN AN Of SPECI ICATlON IS APPROVED APPROVED BY MELTE Tam i r I N 75. It Ea ORB. 1(411 SIRW El I --""\ 00(RS1 • I * I LMT MOM KR SNIPFEIO AT osl MK. 10 CE RECEHE(T5) INFIELD L __ En tEa. (MIRA/KR. 113/I6 - MMA S N * Rf 1 S � 0 0 O IN 11E10 01 I (N. (GIIRA(ISR CHECkED . 1 2 --.�- 3' _ 4---- 3 17- Nodel ::ELI- BOL-NAW -64 MN CRT wIf IF.'i OATH • 0 PRYER &.CO*Uk S PN(L V/ RDIARY OiSCTHECT SWiT.Ii, mom D 07 *THEM. f R smog 7 .R PHASE rF F4]WE 0 Q i1FREE Pi SE PO WER WIRES FROM H111 ! TO GRT Ralf BY EIECIRICAi. COVIRKi(R. ® (3) THREE 120V COElRCL WIRES PRIM GPC-3000 IN KITC,EN TO OT BY ELECTRiCk'CONTRACTLR. ® FOR TIISEE PHASE FOYER WIRES FREE MAIN KKR MACE TORT HEATER C(AIMRI). PANEL GY ELECTRICAL CONTRACTOR 0 -+I 10 1.1<•••'T. • • • iq K 5 • BUILDING 14-0 //' / / -',/// / ' // TIM / , / REVISION EX. 1 w FIRELINE • .....411.11.111011111111•111! — - . — -0• RECHANNEL EXIS17NG ' MANHOLE FOR NEW CONNECTION \\-?, REMOVE EXISTING kr1 CONCRLTE (TYP.) •■••■•••■••■••■••■•■■....... REMOVE EXISTTNG CONCRETE (TYP.) PLUG a U.G. POWER FORCEN1N WASTE MATERIALS STOCKPILE AREA BY GUARD HOUSE' _ .- /.:ee TT ,tol<1 10°°°.(') CO" EX " . 2 QJ ' MAIN "2 - APPROVED DATE {111.1011111•01 PROPANE ANK 0. NORTH GRAPHIC SCALE ( IN FRET ) 1 inch T 30 ft, REVISION 1 JACKING PIT BY SEE INTERIM GRATE PROTECTION DETAIL SHEET C-4 (REQUIRED 5 LOCATIONS) CONTRACTOR CONSTRUCTION SUPPLY AREA y , :9UBSTATION APPROVED 1 DATE 0 le THS INCH 1 2 3 Ara FAC I L 1 T 1 ES DEPARTMENT NOTES: 11111111111!IIIII 1111111111111111111111111111111111111111111111111111 1 1 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1. EXISTING UTILITIES — Horizontal utility alignments are based on the following Boeing drawings: a. Topography — Building 14-01 Rai/spur, Drawing No. 114-000-1010—C1 by John R. Ewing and Associates C1 and C2, dated 10-13-89. b. Miscellaneous Utilities — Duct bank plan — Area 5, Sheets E5, E7 and E8, Drawing No. 109-000-2059 BE&C Engineers, 12-7-87. c. Site Utilities — Storm Sewer Plan 737 Final Assembly Complex. Drawing No. 114-000-4001 M1 and M2, Sheets Y101 and Y102, prepared by Austin Associates. Information on the above drawings was converted to the datums shown on City of Seattle Sewer Card, Cards No. 4876-10 and 5340—B5. Vertical elevations of existing utilities are unknown except when noted as "field measured elevation," Vertical positioning of existing utilities shown in profile drawings are based on information taken from the above Boeing drawings, Accuracy and completeness are not guaranteed. It shall be the Contractor's responsibility to locate any existing utilities, ,which may conflict with the Contractor's operation, whether shown on the plans or not. It shall be the responsibility of the Contractor to avoid damage or disturbance to all existing utilities. The Contractor shall contact all utilities including but not limited to telephone, power, sewer, water, gas and cable TV. for the purpose of identifying the correct utility locations prior to construction. (Call before you dig -- 1— 800-424-55.55.) For privately owned utility services, the Contractor shall retain a quelled locator service for the purposes of identifying such private utilities prior to construction. 2. AS—BUILTS — The Contractor shall maintain at the job site one full— S120 set of the approved exterior natural gas line drawings and any supplemental drawings in reproducible form for recording as—built conditions. All changes made during the course of construction including inverts, depths and kcation of all utilities encountered, etc., shall be neatly marked on the reproducibles. The marked up reproducibles shall be delivered to the Owner's Representative upon completion of the work. 3. CONTRACTOR RESPONSIBILITY — Construction Contractor agrees that in accordance with generally accepted construction practices, construction Contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction Contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, • real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. 4. UNAUTHORIZED CHANGES & USES: The Engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 5. AIR AND WATER POLLUTION LAWS — The attention of the Contractor is called to the statutes of the State of Washington relating to the pollution of water and air. The Contractor shall carry out his operations and conform with the applicable sections of the state and federal statutes and all regulations adopted pursuant thArPti . i„ vp..kAtb.f2 c-un, AT 65 14,114 SS " a 1. Me al"" Tk&■11 s t),.$ 0 AUBURN, WA , 98002 O BELLEVUE,WAS 9007 O EVERETT WA 98201 • KENT , WA . 98031 0 PORTLAND,ORI 97220 O RENTON, 'NA. 98055 M SEATTLE WA 98124 +19101MIONSISSIMMIN01111/1111214511* 1 11 oc 6Z ee LZ 9Z 9Z 4 7Z CZ ZZ OZ 61 9t LI 91 91- tt Cl Et 14 O 6 8 L eetcZtvin 0 111111111 L 111111 WHIIIM 1101111111111111 h 111111111 1 111 1111 11 111111 1 1 1 . 1 11111111116461111111J11dHA1111111111 . 110RIAIIIIP.4111hifillInillninlihn111111111141111)111111111,111111114111111111 . iP111111b1111.1111111111111111011110 ACCEPTABIL Y Nis DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 1111 1111 111111111111111111111111111111111111111111111 9 10 11 .ADENGERmwo 12 DEPT. DATE ENGR. CHECKED APPROVED APPROVED DRAM BY — DATE KG 04/91 CHECKED . TA 04/91 WSP 04/91 TITLE SUBTITLE •■••■■■■■•■■•■••■■•■•■■••■*.s...■■• TEMPORARY EROSION SEDIMENTATION CONTROL PLAN NOTES; 1. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or other construction to insure that sediment— laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed and potential for on—site erosion has passed. The implementation, maintenance, replacement, and additions to erosion/sedimentation control systems shall be the responsibility of the permittee. 2. The erosion and sedimentation control systems depicted on this drawing are intended to b minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitte should anticipate that more erosion and sedimentation control facilities will be necessary to insure complete siltation control in the proposed site. During the course of construction, it shall be the obligation and responsibility of the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements as may be needed to protect adjacent properties and water quality of the receiving drainage system. J. Waste material stockpiles shall be covered by plastic sheeting to prevent erosion of materials. Sheeting she be secured in a manner satisfactoty to the city of Tukwila. ABBREVIATION LIST BLDG CB CLR C.O. CO. CONC. CONN. DEG. DIA. EX. FA F.D. FL FT/FT H.E.S. HT I.D. INV. LF MAX MFG. MH MIN. MJ 0.13. PP RR SD ,SEC. SS S.S. 71/P. U.G. APPROVED PER PUBUO WORKS LETTER DATED..5 RECEIVED CITY OF TI IKWILA MAY 171991 PERMITCENTER DEMOLITION AND TESC PLAN 14-15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE TUKWILA, WASHINGTON 491111•111011111111111111111115111MMIMPAIP Building Catch Basin Center Line Clear Clean—out Company Concrete Connection Degree Diameter Existing Field Adjust Fire Department Flange Foot per Feet High Early Strength Height Inside Diameter invert Linear Feet Maximum Manufacturing Manhole Minimum Mechanical Joint Outside Diameter Property Line Power Pole Railroad Storm Drain Section Sanitary Sewer Stainless Steel Typical Underground Water CITY OF TUKWILA APPROVED AUG 5 1 AS NOTED BUIL DING DIVISICIM Northimst EInginooringt Coraimay Clv‘t Dagintoring • Land Surwving • Land Plana 12828 Northup Way, Suite 310 Bellevue, Washington 98005 phone: 206-867-9800 111111161111=1•111111MIIIISSINIZIMI4 LAST REVISION • SYMSOL SHEET • JOB NO. 1009-01.00 MO NO. 100901C1.DWG DATE 1 411 SY11 EX. 10"O U EIRELINE JACKING PIT • 8'X24' ./ /- • T. / / j , , BUILDING 14-01 //,/,// / /,/ r / / / / ,/ ■■••■■•/•■■■■••••■••• FX. SS MH REVISION ---- - - --- --- GUARD HOUSE' /',//,/,/./,/, ' k 8' SEWER LINE ------- cj 11 0 1_ , 30 EX. 2� ___4ECTRICAL CONDUITS E.) EX. 8"0 MESTIC 90 ° BEND C.O. » A » GREASE INTERCEPTOR oowows- 4,1 oe-slc-5 C.O. » fr EX U. a POWER EX. 2"0 SD FORCEMAIN 1 0 RREUNE REROUTE 90 ° BEND 210 SD FORCEMAIN REROUTE 41•1■ BY APPROVED SS MH /1 DATE TRENCH DRAIN CB TOP 9.11 FA INV 6.81 p -L SYM 4111176•1•19111 \\ PROPANE \ TANK 1•1111191111101111 50' , "0'r A '- • r• EX. P.P. (TYR) CB 11 INSTALL IN IJNE 24" CASING RECEMNG prr T 20" CASING 1 11 v 01 NORTH GRAPHIC SC ALE ( IN FEET ) 1 Inch = 30 ft JACKING PIT TRENCH DRAIN (TYP) TRENCH DRAIN CB ,TOP 9.11 F.A. INV 6.71 REVISION c 2 1/2"0 ;VATER\ ‘0 t SERVICE LINE BY WATER METER BY CITY 4 -AstN , EX. FIRE HYDRANT 8'X24' r 50' FACILITIES DEPARTMENT 11111111111111111111 2 3 fl‘ 16 THS INCH 1 5 EXISTING GROUND 0 IT u 25 CB I , 1 TYPE/ TOP 9.01 F.A. INV 4.02± INSTALL IN LINE W/TURNDOWN ELBOW FOR OIL/WATER SEPARATION 8"0 EXISTING CB (TO REMAIN) TOP 8.51 8" INV (OUT) 5.81 4"INV (IN) 6.01 STORM DRAIN PROF/LE HORIZONTAL SCALE 60 ( IN FEET I in.ch = 30 fL VERTICAL SCALE 5 ( IN FEET ) 1 inch = 5 ft. 0 AUBURN , WA 98002 O BELLEVUE , WA . 98007 Ainswiswiab 0 EVERETT WA . 9820 1 O KENT , WA . 9803 1 O PORTLAND , OR 97220 O RENTON, WA . 98055 • SEATTLE, WA. 98 1 24 ,..: :;,',- .; '-- 7, '' ''--- ,- - ', : - , , e'','.,. .' 1111111111111111111il 11111111111111 1111111 Illill 111111 1111 1111111111111 II 4 5 6 7 8 NOT If the m icr o fil m ed d is less clear than this notice, it is due to the quality of the original document. 10 1) 11111 1 11111111111111111111 9 10 20 EXISTING GROUND A It EXISTING 1 1/2"0 WATER 274 LF OBTAIN 1 .5' MINIMUM SEPARATION 7 DOMESTIC WATERDN:EVATIO NOT KNOWN VERIFY IN FIELD AND ADJUST AS NEEDED VERTICALLY TO EXISTING SS MH TOP 8.41 INV (OUT) 0.39 NEW INV (IN) 0.49 - CONNECTION P0/NT FOR 2"0 PRESSURE LINE REROUTE AND PROPOSED TRENCH DRAIN ourrALL PIPES EXISTING SD MH TOP 9.06 INV 3.36 120 0 .. 1 11 MADE IN OEFOLANY 12 06 6Z se, LZ GZ CZ ZZ 1Z OZ 61, 91, LL 91 4 7 , 1 Cl Z 1,.1 01. 6 8 9 S E "" 0 1111111111111111111111111111111111111111111111111111111111111111/11Hiliffinillif 11H111111111111111111111111111;111111111111111111111h11111!IIIIIIIIIIIIIIIIt11111111.1111111111411111,11P111111)111111111,1111.1!IIIIIII)JIIIIIIIIII!!!!1111111110111IIIIIhY.IIIP11,01111.111111111.11i11.11111111111111.11 ".1 • "' " 1 . "."`" ••• /;•"••••"/`;,-"`--",'; • •• "•-‘ : "`"."-";%-' ' 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE WM*/ •■•■■••••■•■••••■•■ EXISTING 10"0 FIRELINE INSTALL 10" 90' BEND EX/STING 10"� KG SD CHECKED TTW WSP ENGR CHECKED APPROVED APPROVED " ::, •••:%`? °"/ - •, •-• ""' "'"." f:Z] ( XI - --J „ EXISTING GROUND . 000000 • 1•■••••••■••■••■••■■■■•■....... 6" 90 BEND SANITARY SEWER PROFILE 2 1/2"0 SERVICE LINE DATE SUBTITLE 04/91 04/91 04/91 TITLE EXISTING COMMUNICATIONS DUCTBANK 3X2 EXISTING 6"0 FIRELINE W/THRUST BLOCKING 1 EXISTING 2"0 SO FORCEMAIN C.O. "A" TOP 9.2± FA. INV. 4.39 INV. 2.49 C.O. "B'" TOP 9.21. FA. INV. 5.83 6"0 SANITARY SIDE SEWER INV. 2.49 RR TRACKS 7' 43 LF 24 CASING Ss MH /1 7YPE II-48 TOP 9. 11 F.A. WV (OUT) 2.41 INV (IN) 2.51 INV. 6.12 2 LF 4 15 LF 4 S=2.0% S=2.0% GREASE INTERCEPTOR TOP 9.21 FA. INV. 5.79 SANITARY SIDE SEWER PROFILE EXISTING GROUND WO FIRE-LINE PROFILE RR TRACKS WATER SERVICE AND CO FIRE-LINE PROFILE 4 16111611116616110.1061626111161•110161a. 0 • . UNDERGROUND POWER ELEVATION NOT KNOWN, VERIFY IN • FIELD AND ADJUST FIRELINE AS NEEDED VERTICALLY TO OBTAIN ADEQUATE SEPARATION --- EXISTING 10 FIRELINE INSTALL 10" 90' BEND 6 45 ° BEND ! NOTE: W/THRUST BLCFKING 6" 45 ° BEND / ! W/THRUST.. B.L'p.CKING Cr.) RECEIVED ow OF TI IKWILA MAY 1 7 1981 PERMITCENTER SITE UTILITIES AND PROFILES 99 LF 10"0 FIRELINE CITY OF TUKWILA APPROVED AUG 5 1901 AS NOTED BUILDING DIVI 4 nc- Ps ••■•••■••••••••••• EXISTING FIRELINE EXISPNG 270 WATERLINE 6" 90 BEND CONNECTION & WATER 48 LF W BLOCKING . .4I I -BY •CIT Y OF -SE/417LE 0 CASING WATER DEPARTMENT 14-15 MODULAR FOOD SERVICE LiTLITY THOMPSON sin TUKWILA, WASHINGTON NOTE: 208 LF 2 1/2"0 WATER SERVICE LINE ' 178 LF 6'0 SEWERLINE Norihwest Engineering Comps* indpittettritv Land Slavering • Land P 12828 Northup Way, Suite 310 Bellevue Washington 98005 phone: 206-867-9800 LAST REVISION SHEET C gm 2 yoi3 NO. 1009-01.00 DVOZ NO . 100901C2.DWG DATE OF w • ? .0_ :J. • ACCEPTABILITY SPEC I F �'AT I ON N IS APPROVED ROVEl2 DRAW N BY KG DATE a Q4 /, 'I4/9 I SUBTITLE �" . L J LAST RE VISION SYMBOL DATE C HECKED SHEET 'N 3 APPROVED BY DEPT. DATE ENOR. EP CHECKED APPROVED 04/91 TITLE 1 4— 15 MODULAR FOOD SERVICE FACILITY -- ' — '. THOMPSON SITE TUKWILA, WASHINGTON JOB No. 1009 - -01.00 _ APPROVED Dm No. 100901 C3.DWG r SYM APPROVED 0 1e THe INCH / c. Y X...' t y? • :. f fi� - : 1111111111111111111111111111111111111111111411:11 1 2 1111111 I I I I I Ii 1 111 I t I I 1 1111111 1 1 1 1 1 1 1 1 1 1111111111 11 I f l 11111111111111111 II I1 4 5 O 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original. document. 08 6Z Bd LE 9Z gZ 1 7Z £E EZ IZ O? 61 8L LL 9L 51 1 'L CI EL Ll 01. 6 11111IIIIII111111IIILI IIIIIII111111I 1 11! 11 '!1fl11111 11 1 1 1 111 1 1111 11iti4i! Il1i 1111Ili1il111111l111III111I IIi 1 111ill11llli !1111 I!I !! i I 1 1' 1 III llill ll !1!1111 . ,i1 s s II �ii s Z I Nw 111IIIIIIII I III IIII II IIIIIliIIIIII11IIti lilllllllllll 1 11111111 10 11 1M06RNGERMA.' Y 12 EDGE OF — JACKING PIT REVISION L 6' MIN. r NOTE: 1' MIN. TOP OF RR TIE 8' MAX. CONCRETE END PLUG PLAN 12' MIN. & 24' MAX. 15' MIN. 15' MIN. RAILROAD CASING DETAIL zits 1' MIN. y EDGE OF RECEMNG PR -- CASTING SEE DETAIL THIS SHEET STEP SEE DETAIL THIS SHEET 48" TOP SLAB COVER SEE DETAIL THIS SHEET SEE CHANNEL. DETAIL THIS SHEET. MAX. PIPE SIZE 21" MAX. PIPE SIZE MAY BE LIMITED BY PIPE CONFIGURATION 36" OPENING REQUIRED WHEN CROWN TO SLAB IS LESS THAN 4'. SHALLOW SANITARY SEWER MANHOLE DETAIL Its CONCRETE END PLUG 48" MANHOLE REVISION NOTES: 1. Sewer pipe within casing to be Class 50 ductile —iron with restrained push —on joints. Connect ductile —iron pipe to PVC sewer pipe with flexible couplings, Fernco Model 1056 -88 or approved equal. 2. Casing shall be a minimum of 20 "0 I.D., 0.344 minimum wall thickness, for the water lines and 24"0 I.D., 0.406 minimum wall thickness for the 8 "0 sanitary sewer line and electrical duct. 3. Carrier pipes /ducts shall be supported in casings by skid or other system selected by the contractor and approved by the pipe /duct manufacturer. Multiple pipes /ducts shall be supported to provide a minimum clear separation of 2 ". 4. After completion of pressure testing, the annular space between carrier and casing pipes shall be completely filled with grout. APPROVED DATE STEP DETAIL ACCESS DETAIL } 8' Min. 18" Max. L Precast Concrete Rings Precast Cone Section CHANNELIZATION DETAIL Kor -N --Seal Inside Drop (Min 0.1' Max 1.5' 24' Max. } Covers shall have the word "SEWER" in 2" raised letters when used in connection with sanitary sewer installations, or "STORM" when in connection with storm drain installation, or "WATER" when in connection with potable water distribution. Machine Seat 25" Section A —A Cast Iron —Non Locking Cover Minimum weight 150 lbs. Note: Frame tc be grouted in place. FACILITIES DEPARTMENT Nom -Skid Pattern to be cost integral on top of cover. 3/4" L Top o web ACCESS, CHANNELIZATION, AND STEP DETAIL fits 1 1/4' 5" Min. 1" Seat Machine & Ground ❑ AUBURN , WA , 98002 ❑ BELLEVUE , WA , 98007 ❑ EVERETT , WA , 98201 ❑ KENT , WA . 98031 ❑ PORTLAND , OR , 97220 • RENTON , WA , 98055 III SEATTLE , WA . 98124 • 24" 12" ---'1 Loge may be poraile! or approximately radial bt option of manufacturer except that all steps in any manhole shall be similar. Steps to be located over sheif, not over channel. 12' Typ. Side Channel 6' Min Crushed Rock 12' Min. 8 webs 1 /2"thiek 26 3/8" 25 1/4' Frame Plan Section B —B Cast Iron Frame Minimurn weight 210 Ibs Slope Shoff to Pipe: 4% Note: 18' Max. MANHOLE FRAME WITH COVER DETAIL 31t8 9 1/2" for Precast T.H. MH Frame & Cover - See Detail this sheet. Rubber Gasket & Grout of M Joints. - - Step See Detail 4' Min. Construct Channel & Shelf In Field Smooth Finish with 5 (1/2) Close Conc. 5 Sack Cement Mix with 1/2' Aggregate. Precast Base #4 Bar O.D. of 72' Manhole Sec. 2'Cir. T 54 "Slab with 24 "Opening D. of 54 Manhole Se4_ 8' 2"Clr 4•' 4' 96 "Slab with 48 "Opening O.D. of 96" Manhole Section 72 "Slab with 48 "Opening 4" * 4 . 4 , 4' ■ 4.4*, , vsl /�!��v� 431.014PW4.14 -40+444241:04.00 TRENCH DRAIN DETAIL nts 8" 2.0% 96 "Saab with 24 "Opening #6 Bars 0 ?Centers Both Directions Bottom Face Both Directions #6 Bar #4 Bars 0 5'Centers Bottom Face f GRATE 1/8' r 72 "Slab with 24 "Opening #5 Bars 0 6'Centers Both Directions Bottom Face 2"Clr. #5 Bar #4 Bar er 48 "Slab with 24 "Opening D. of 48° Manhole S 2"Clr. MANHOLE TOP SLABS REINFORCING DETAIL nts RECEIVED CITY OF TI IKWILA MAY 1 7 1991 PERNMITCENTER 2.0% * 44—:4-44:4 v--444 4 \ �X Q � l -4 4 4 41'44444 Northweat Magineoring Company Okra Bngineering • Land Surveying • Land Mann 12828 Northup Way, Suits 310 Bellevue, Washington 98005 phone: 206 -807 -9800 RUSTING UNREINFORCED CONCRETE SLAB FINISH CONCRETE LIFT PRECAST POLYMER CONCRETE TRENCH DRAIN BEDDING CONCRETE LIFT GRANULAR BASE COMPACT TO MIN. 95% OF MAX DENSITY PER ASTM D 1557 CITY OF TUKWILA APPROVED AUG 5 1991 AS NOTED BI.IILDiNG DIVISION 1 1 1 oc 6Z 8d LZ 9Z 1ii1i1iii1iiiiliin1niiliiu 0 ,Bois mcw 2 ?• {� rti.i�? '��� 11 �'1 �..� ,, a y ,' ;> 1'4n._- x'c�s•v - -•'^. - a N r'.z.,. .�. -�, y. :. {�: jT� l!� 17. - •ice . �'_` IIIllii,lIIJI.II I:II III , I , IlIfFtt I , LLE Cl;F L . t �� :�, 3 4 —0 AUBURN , • BELLEVUE O EVER E 1 T , O 'KENT , O PORTLAND 0 RENTON, SEATTLE, It i►IrlI.IiI 111111 I t I ir I F'lt t I (I�� 5 6 7 s NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the original document. b ' hZ ez ae tZ OZ 61 81 Lt 9t St +st E! Zt it 01, 6 9 nnl t :ij ���i�ll� lil i } �ili� i� ,�►it �i i�Eiiil ��u��irlii i �lililiiiJl i) ii ft li�)Jin�linillilllii 1 it il� :��iiili {n��l nii��, iilliiiliinllnifi',iil ifil�n�ll!!i! ) 17-. 3•: ACCEPTA0 14 I T`s' Th I S 'DESIGN AND/OR IS APPROVED I1I IIFIIf I 11 M NGER 12 LAST' Rtyt$1oN 10C X 16GA STr.IUCO I RC ISION 11' —6" INSIDE T. S. FRAME 0' —C 1 4" 11 5 1/2" OUTSIDE S'TUDCO FRAME O'-- 6 3 " 6 '- 2 " WEST WALL ELEVATION NOTES: 1. UNLESS NOTED VEVS TAKEN FROM OUTSIDE OUT BUILDING. 6C X 20 GA. STUDCO 16" O/C DATE varyearFosseiselweialviewitawroestar -1 F FAC ES' DEPARTMENT *OTOOM Or TRIMS VIEW FROM NU.° BETWEEN MODuS &7 DETAOL FOR MODULE_No WA, 98002 WA.98007 WA 98201 WA1 98031 OR,.97220. WA 98055 WA, 98124 01.11,1011allek.a= eb..- CM* AhVe tYYS ONYa 4C X 20 GA. S11„DCQ 16" 0/C C'--- 2 1 2" y : 5" BETE S1. 8 OVER YERCt R W3 FORM10tt. 22 GA Y STEEL DECK Wit X 6 W14X C12 C12 X 20.7 NOTES: pro 011 SCALE .1 /8 -- SEISMIC FRAME SEISMIC FRAME SEISMIC FRAME il I ' 1' I' i' I'1'I'1'I11'I'1i1'1'II1'II1111r 11 1 2 O 6Z 8e LZ i I i 111111. I1Ii111111�iIil .I,IIIII,II111Iillilli11111 MATEZAffar FACILITIES DEPARTMENT Lt 91, 94 +tl EI ct • 11. OL 6 + Hjil111II1IIII111III111110 .111TH! 111111111 11111111111111111111 1LIiill111i11111111111I11111111 111! 11 I 111111111I111111111111111111I111111111 4 fsti t ,: J'r " ti4� r ?w',�r '''}�/ ''? t -4• ''{'� f ' �'`�F,� s.r �' 1 '{ v f i ,� ' .� �� ��:� "' 1 � .. � ., : � Fd �d K _., . %} s . ,., � .. f .. . s. .•)c 2�, 2 �.'n''..l, , . 4 �yn. - . .., �.... .. _ .., .., .. ::. 41eza 2411. D AUBURN, WA. 0EVERETT, WA. °KENT, ,. WA. 0 PORTLAND, OR. 0 RE JTON, WA. 0 SEATTLE, WA. `.z^kw;, JIM . l .: n�..:.c� -ti i �rdc::• IVIIIIIIIIF 11 11 111111LI111111 'Ili1(1i1i11111111111111111 11111111111LI 11 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the uzlgina.l 8 than this document. ACCEPTABILITY MS /OR 3PECIMA ; IS APPROVED 111111111111 1111111111111111111111111111111111111111 9 10 11 MAOEu1GERMANY 12 e E z l ww 1 11111111I111 1 11111IIII1111 1111111Iill ll111111l STITCH CtN TO CHASSIS SIDES AEROSMITH OR PNEUTEK PINS .144" MIN DIA 0 6 -- ----= CONN TO JOIST +o LAP JOINT (6) i12 SCREWS PER SHEET MIN 2° LAP REQ'O CHASSIS SIDE • CONNECTION TO INTERMEDIATE' FRAMING MENDER ( 172 SCREWS EA 2nd JOST PER SHEET ( 1 SCREWS EA XX 2nd ST PER SHEET --� FLOOR DIAPHRAGM CONNECTION SCHEDULE STUD SCHEDULE ...,eta�nu +ifaN•iaW.xxs ah':- :+cvW.'.b:.s: NELSON — :f OURD GEE,... 11 411 Nt 124th . Street Sutte X230 KJrk1041t . WA 08034 ' '( :5 666 7' P :. ( 820 - 0947 . ax�- rcvAr.w:.dss : eWirar4v& k' r: X' .Wi6JadAd'akaY.[s1rea'wiaaaFsi» •`. Li'F�WYtw.rkra.r. ,.srSLSN .. ..,.,..: ...�_..,...,....:.�. «_... .- ..,...- :.�.a. ', .:...G.,'. w... ....,..... •.sns.<.,.� , w+.:w�j•d`'7 , rir sar.- r•.kti�ereti t1 Pipe Size A (`t B 00 C M D M E (ft ] '•rloboblsitd- btob'b(°.r' f+go'NA N N N N M M d' Mdi....WNO O * .WerN. -tnhh L ANN(} If)(0 O ^O)(0 4 V• *(1)t4.- o)N(O(n( .- .. . V W NW C.4hN .-+-N . Atlsaotti(OhO ^. -Nr1WW oOM^WNN .-•-.- NMM*OWW0N dOh( •". -NN(0 Sieve Size X Passing 3/4 100 3 /g" 95 -100 #8 0 -10 #200 0 -3 Sand equivalent 35 Min. Sieve Size X Poseing 3' 100 1/4 25 Min. t 40 40 Max. # 200 7 1/2 Max. Sand Equivalent 35 Min. DIMENSION CLASS A CLASS B a 4'MIN 1/4 I.D. 12' MAX 4 MIR, 27"& under 6" MIN, over 27"1.0. b 1/4 0.0. 1/2 0.D. c 3/4 0.0. 1/2 0.D. 1 SYM VALVE BOX TO BE RICH STANDARD OR EQUAL REVISION] t d' 11 jp,4 BY EARS TO BE AUGNED WITH PIPE UNE — SEE DETAIL — 4' MIN. OVERLAP APPROVED DATE 2" SQUARE OPERATING NUT 1/3 TOTAL LENGTH VALVE OPERATING NUT EXTENSION NOTES: 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE. 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. MAXIMUM DISTANCE BETWEEN OPERATING NUT OF EXTENSION AND FINISH GRADE TO BE 2 FEET. 4. ALL EXTENSIONS ARE TO BE kt "nl: OF STEEL AND PAINTED WiTH TWO COATS OF METAL PAiNT. VALVE BOX DETAIL nts .. - Al/k4F7 140 -N FILTER FABRIC. FABRIC SHAW BE INSPECTED DAILY DURING CONSTRUCTION AND CLEANED OR REPLACED AS REQUIRED. INTERIM CATCH BASIN PROTECTION DETAIL nts SYM 3/8" SET SCREW. 2 1/4 SQUARE INSIDE MEASUREMENT. 1/8' MIN. THICKNESS 4 1/4 DIA. 1/8" MIN. THICKNESS 1" SOUD METAL STOCK REVISION EXIST/NG PAVEMENT EXISIINC GITCIl BASIN BY 1 APPROVED DATE Sidefill Material (See Note) Bedding Material, Typo I, Rigid, See Gr lotion Table Foundation Level Notes: \ I Limit of Pipe Z no / BEDDING FOR RIGID PIPE IN TRENCHES 1. Provide uniform support under barrel. 2. Hand tamp under haunches. 3. Compact bedding material to 95X MAX Density except directly over pipe, hand tamp only. 4. Make surface of bedding level, or slope up away from pipe. 5. Trench width(W) —Pipe 1•D. plus 24" Max. for pipe 24 I.D. or smaller. —Pipe I.D. plus 36" Mox. for pipe larger than 24 I.D. —The pipe zone will be the actual trench width, except that for Class A bedding, the Min. concrete width shall be 1 1/2 I.D. + 18'• 6. Sidefili material shall conform to backflli except that rocks or lumps larger than 1' per foot of pipe diameter shall not be used. CAPPED CROSS PIPE BEDDING DETAIL nts 6' 0 90 BEND THRUST BLOCK -- TABLE Min. Bearing Area Against Undisturbed Soil Notes: 1. Bearing area of concrete thrust —block based on 200 psi pressure and sofa soil bearing Toad of 2,000 pounds per square foot. 2. Area must be adjusted for other pipe sizes, pressures and soil conditions. 3. Concrete blocking shall be cast in place and have a minimum of 1/4 square foot beoring against the fitting. 4. Block °hall bear against fittings only and shall be clear of joints to permit toking up or dismantling of Joint. 5. Contractor shall install blocking adequate to withstand full test pressure as well oe to continuously withstand operation pressure under all conditions of service. 6. Thrust block Is considered to act as o spread footing; therefore height cf block must be equal to or leas than 1/2 the depth from the ground surface to the block's base. 7. The quantity of concrete depend upon the distance between the pipe and the undisturbed soil. FACILITIES DEPARTMENT Alternate Laid —back Trench Bedding Material Gradation Table Backfill Material Gradation Table TEE W/ PLUG 45 BEND 11 1/4° BEND - Plug BUND FLANGE OR SMALLER SIZE PIPE TEE W/O PLUG 22 1/2 BEND CONCRETE BLOCKING DETAIL nts O AUBURN, WA . 98002 O BELLEVUE , WA . 98007 O EVERETT , WA • 98201 O KENT , WA . 98031 O PORTLAND , OR , 97220 O RENTON , WA 98055 M SEATTLE , WA , 98124 NOTE: MULTIPLE PIPES /CONDUITS IN A COMMON TRENCH SHALL HAVE A MINIMUM CLEAR HORIZONTAL SEPARATION OF 12 INCHES BETWEEN PIPES /CONDUITS. HGE 4iNt ASPHALT CONCRETE OR BITUMINOUS PLANT MIX PAVEMENT REPLACEMENT PATCH CUT WiTH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT f AVEMEP?'T EXISTING RIGID BASE WHERE PATCH IS 4 OR MORE IN WIDTH COMPACTED TRENCH BACKFILL ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT, DATE DRAWN BY KG TT1N CHECKED ENGR. CHECKED APPROVED APPROVED 1/T Raise — 1 1 /2' Wide Border.,_.] W S P 9" 8 3/4 1 1/4. / / A 112" / l.0 — 7" 7 3/4' 8" 15' Cast Iron Ring And Cover Pipe Material As Specified By The Engineer NOTE: CONCRETE MIX SHALL BE CLASS 6.5(1 1/2) H.E.S. 6-INCH CLEAN -OUT DETAIL nts / / / / / / /./ / / /// 0 A / / / /./iMil��e���il���♦b. :V �l�ow!i�� . \ - � � :SCI � �'.�i �.�wi o.17•ir.� �wt_�.. TYPICAL PAVEMENT PATCH DETAIL nts 04/9 I SUBTITLE DETAILS II TITLE i a • ! ' i • i1I 1 ' 1 I I I l' 11111111 I I I I I I I I 1 I I I 1111111111 0 le yes INCH 2 V 1 ,� '.','�. , T. '.Y �. •. b.y .. ....,. �.. 15.5`:'• ) , . »,.. � -'".r .�': :�. .. .... < .i ',::l'.-.;.i' ! ' :.a' .! /,3 ' ::, ' { ' . ! LL 11111i 1 1111111 1 1111 II I I 11111111111111 I 1 111111 1 1111 I I I I 11111111,;111111 3 4 5 6 7 8 f 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document, 111111111111111111111111111 '111111111111111 10 11 MADEmERMAm 12 ,b Q£ 6Z 8G LE: 9Z GZ 4 7E EZ ZG to 0z 6L 91 LL 91 GL 'VI CL ZL LL Q 6 8 L 9 G b £ Z L rIw Q 111111111Ii1111. 11I111111111i111111111111I1111111111ii1111111111 111'1111111111 11l 1i111111111i1i1111111111 I1111111111Ii111111111111 111111!11111111111111111111 1111111111 III iI 1 i 1 ;I1 ..,_ ! I I I! 111111. ►111 II1111111111111 lIL,1fiII1IfI11111111i11lillll ► ►IIIIIIIIIIf11 111111111I f 5/8' r-2" MIN. L 3/4' Squares Spaced -3/4' As Indicated —Ht 1/8' 2 7/8' 4 VARIABLE 6" Dla. CONCRETE 12' Dia. Fibre Joint Packing 45 deg.(1 /8) Ben 12" Plug To Be Sealed In Some Manner M Main Sewer Joints. — THICKNESS OF EXISTING PAVEMENT PLUS r 6" PERMIT CENTER 8" - +- RECEIVED CITY OF Ti HKVVILP MAY 1 7 1991 Grade \\A Plug 4 3/4 _--- CUT SHALL BE VERTICAL AND IN STRAIGHT UNES AS DIRECTED 14 -15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE TUKWILA, WASHINGTON — EXISTING CONCRETE PAVEMENT WHERE WIDTH OF PATCH IS LESS THAN 4' COMPACTED SELECTED MATERIALS Northwest BngiineeW.ng Company Rn • Land Surveying • Le,Od Plan 12828 Northup Way, Suite 310 Bellevue, Washington 98005 phone: 208- 867 -.9800 CITY OF TUKWILA APPROVED IWO 1 AS NOIiE) Ri IIL.DING DIl�IS1Thi LAST REVISION SYMBOL DATE SHEET C -4 JOB NO. 1009 -01.00 DWG NO. 100901 C4. DWG ..s 0 0 b. -, f+'._ � Le E Jam. .,.♦ r.++. ... ., x. W='' �::. �:= i�'b`!Au:r'.t 1�.,sa,t:.�:nx.,:.:a: Fs.::.:.. . �[s ri rs.4, ?;.::::.. rW TI4311ATAA9313 23 ITIJI 0A1 VICINITY MAP PROJECT LOCATION LOCATION OUWAMISH RIVER , 14.02 14.03 14.07 0 PROJECT LOCATION .. 14.04 1 1 SCALE JORGENSEN CORP APPLICABLE CODE: TYPE OF CONSTRUCTION: OCCUPANCY: ROOF SNOW LOAD: FLOOR LIVE LOAD: SEISMIC ZONE: WIND: FLOOR AREA OF NEW 14.05: EXISTING 14.01 FLOOR AREA: % OF SITE COVERAGE: T— I A— I A -2 A -3 A-4 A -5 K- I K -2 K -3 K-4 K -5 K -6 TITLE, LOCATION, SITE PLAN, SHT. INDEX FLOOR & REFLECTED CEILING PLANS EXTER DOOR & F DETAILS DETAILS ADDENDUM 1 SHEET INDEX SHEET CONTENTS ELEVATIONS NISH SCHEDULES, BLDG. SECTION KITCHEN EQUIPMENT SCHEDULE KITCHEN EQUIPMENT SCHEDULE KITCHEN EQUIPMENT PLAN KITCHEN MECHANICAL ROUGH —IN KITCHEN ELECTRICAL ROUGH —IN KITCHEN DETAILS REVISION ISSUED FOR BID 1988 U.B.G. AND APPLICABLE LOCAL CODES II N. A -3 25 P.SF. 100 P.5 .F 3, Z =03, 1 =1.0 80 M.P.H. BASIC WIND SPEED, EXPOSURE ±1,520 S.F. ENCLOSED, ±1,2 S.F. RAMP ETC. 1319,046 S.F. 2325% (INCLUDES ALL BLDGS. ON SITE) J.W.R. J.IU. . APPROVED 1/21/91 3/29/91 1 SSUE# DATE 1/14/91 1/14/91 1/14/91 1/14/91 1/14/91 1/14/91 1/14/91 1/14/91 1/14/91 1/14/91 1/14/91 1/14/91 EXIT F Ir « :01 BL COVERED RAMP 60' LINE AROUND EXIST. 14 -01 MODUL IN C L G.B. �-- EL. 114.10' 14.5 • sU . 1,32 0 SF wok EXISTING 14 -01 BUILDING FINIS ELEV. 116.0' EL. 115.90' 7 DOTTED LINES SH W / 1 EXISTING LCPADINC,NES I METER . 115.90' EL. 115.90' 16' -4" AD ING ocK/RAMP + - WA K- LER C.B. EL. 114.10' EASEMEINT LINE PRO■ TAXI 8TRIF JOB NO. CNJJ 0 90 - 053 REVISION -X— - X- - - -X -- //, / //, //, KENWORTI -I; / /'/ / // // /// /// EL. 115.60' 03 - -rx —Y. A ,XTX -- -Y— APPROVED ® NORTH PROPERTY LINE - 1,414.02' _ Q - N 88' 51' 16" W EL. 114.00' —X — X -- X -- X -- X — X- —X -- X —�.-. C.B. EL. 114.00' EL. 115.90' 10" CONC. APRON / TAXI STRIP SOUTH PROPERTY LINE - 1,499.53' 1—r -- MAINTAIN MIN. 60' CLEAR BETWEEN BUILDINGS FOR FIRE DEPARTMENT ACCESS GUARDHOUSE -X - X-- X-- X-- X —X —X� I X IXO' GATE x EL. 115.60' N88'51'16 "W EXISTING LOADING LANE cuRB SITE PLAN ,20' MA N ELECTRICAL SUB - STATION ( EAST PORTION - THOMPSON SITE ) SCALE: 1" =30' / / , FACILITIES DEPARTMENT 1 � 1 .�., �.. .I�.I , �µ I ... uP.. �.„.,..�.... ka: uawX�r +�xww...�a�!re�:wc::.....a •,. :y >4s.�.a - i:r. .,,. ' (•I 1 iIT 111 1 1 1 1 1 1 ii I I l I I F I I I I I I I F I I I F 'f 1 T I T r I F - 1 1`l I' ( I I I I I 7rf 1 'I 1 I' F1'I 1 111 I IT 1 1 1 1 1 1 1 7 1 { 1'1 f l I I'1► I i I I I I T r t' . .; p '• * " " " °" 2 3 4 5 6 7 8i r 24 x I FLEXIBLE RULER-3 02 AW ..... "._ ❑ AUBURN, WA.98002 ❑ BELLEVUE , WA . 98007 N E$W' ❑ EVERETT , WA , 98201 ❑ KENT , WA , 98031 ❑ PORTLAND, OR , 97220 ❑ RENTON, WA , 98055 • SEATTLE, WA . 98124 I o 6Z 8G LZ 9Z SZ 9Z CZ BB LZ OZ 61 81 LL 91 SI 71 Cl al 11 01; f 1111111111111111111111111111111111111111111111111111111111IIIIII11111111I111111111111111I11111111111111111111111111111111111111111111111111111111F1111111111111111111111111111111111111111111111111111111 ' STATE Of WASHINGTW ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TIIE ORIGINAL DOCUMENT DRAWN DY J.W.R. 1/21/9 CHECKED MICR. CHECKED APPROVED !DRTfTLE L. 115.10' M of THOMPSON SITE TUKWILA, WASHINGTON HALT C .6. EL. 114.50' TER METER PIT — XT— �Y._Y -_ A P P ROVE SO2JECT TO GRDINAir'CI_ I1 •.�: =Z7. /0 OY. () D 7 0 / 14.15 MODULAR FOOD SERVICE FACILITY BOEING DEFENSE AND SPACE GROUP TUKWILA, WASHINGTON BY TITLE, LOCATION, SITE PLAN, SHT. INDEX TITLE 14 -15 MODULAR FOOD SERVICE FACILITY c:1i E-KING CO. .a IA A V KENWORT H mrra T -1 CITY OF TUKWILA MAY 1 7 1991 P ERMITCENTER !m AtlY 100 LAST REVISION SYMBOL DATE SHEET J