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HomeMy WebLinkAboutPermit B93-0010 - LARRY'S MARKET - COOLERS AND FREEZERSb93-0010 LARRYS MARKET LLPRR'4. Ws&T 5(1?) 00 io _City of Titicwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT (206) 431 -3670 Permit No: B93 -0010 Type: B -BUILD Category: ACOM Address: 3725 S 144 ST Location: Parcel #: 004000 -0115 Zoning: Status: ISSUED Issued: 02/03/1993 Expires: 08/02/1993 Type Const: III -N Type of Occupancy: STORE Gas /Elec: Wetlands: n Slopes: N Water: N/A Contractor License No.: KALTMCI111D0 TENANT LARRYS MARKET 3725 S 144TH STREET, TUKWILA, OWNER SUPERMARKET DEVELOPMENT ;'INC .` `: ";;;: - Phone: (206) 365 -9190 10700 MERIDIAN AV N', -SUITE 406, SEATTLE WA 98133 CONTRACTOR KALT MANFACTURING COMPANY Phone: 503 288 -7311 7320 N.E. ,55TH STREET,, PORTLAND, OR 98213 CONTACT MERRLE DEATHERAGE Phone: 503 288 -7311 7320 N;:E 55TH STREET, PORTLAND, '`'OR 97213 Sewer: N/A WA 98188 * * * * * ** I'c * * * * *,,** * * **.. ** * * *.� * * * * * * * * *. ** * * * * * * *'*; *' * * * * * ** C; * **** **** * *•k * * * * ** *•k ** Permit Descr,iW on' INSTAL'LATION OF WALKIN .COOLERS AND :FREEZERS SETBACKS Units: 00:(x, Front: 0 Back: Buildings. X00;1 Left: 0 Right: Fire Protection SPRINKLERS n: UBC Editio 1951 Valuation: 56,570.00 ;< '_ otal. Permit Fee: 740 :40 * * ** * **: *Y * * * * * ** * * * * * * * * *. *fir * * * * * * ** k******** * ** * * * * * * * * * * * * * * * * *' * * * * * * * * ** Perms i C`e`nter Autholh)1 zed Signature Date I hereby ciert i fy that I have read and, exam.i ned this •permit and know , the same to iW,true.and •correct. All provisi'ons.of--law : and.'ordinances. governingy this,' work will be complied with, whether: •specified, here,in or not The grantingg9f this permit does notipresunie `to'4.g,i.v'e..'authority •to violate or cancel the �;,provi`s i o,ns of any other state 'or' local laws 'regu l•at i ng constructionor';,•4the' performance of work. I am authorized to `sign for and obtain this bui'1d,ingHpe,r_it. Signature: Date Print Name:_ This permit shall become nul l':and void if ;the work is not commenced within 180 days from the date • of issuance; ' °"o'r° the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWI Department of Co►►►munity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER fR3- -Da10 PR JECT NAME S SITE ADDRESS l ,.,r SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. ® Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely.' Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT 4TE `1 'PRO:VED BUILDING - initial review FIRE O PLANNING O PUBLIC WORKS 1-14--q3 \ ( 2 X45 ROUTED) RBI" INIT: CONSULTANT: .09 Date Sent - MME Date Approved FIRE PROTECTION: ► Sprinklers FIRE DEPT, LETTER DATED: ZONING: REFERENCE FILE NOS.: Detectors (_J N/A �Iv INSPECTOR: LEAR/LAND USE CONDITIONS? Yes No MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? • Yes L N INIT: PUBLIC WORKS LETTER DATED: 0 OTHER BUILDING - final review BUILDING OFFICIAL INIT: INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes 34 No UBC EDITION (year): 1 INIT: REVIEW COMPLETED AMOUNT OWING: ( �LJ CONTACTED n() I t' l �� ` /k:. Eeot ' E- DATE NOTIFIED C ��q `" J 3 BY: (init.) 5A0 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.)_ 01 /08)93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIIL3 PERMIT APPLICATION DESCRIPTION BUILDING PERMIT.FEE PLAN CHECK ,� -I 3-00/0 NUMBER f PLAN CHECK•FEE: BUILDING SURCHARGE OTHER : ::: UNT TOTAL - !7th SITE ADDRESS /.0 I=t fn-y'5 /770-331-01--/, SUITE # 5 .S, l// -., /7( -I0 ) /emu et_ , VALUE OF CONSTRUCTION - $ .� c,e, "'G, ; f> "c') — ASSESSOR ACCOUNT # ) Obi-100D ---U I /5' (commercial) LJ Demolition (building) 0 Other PROJ,ECT NAME/TENANT ' Le..)2.A.y S yi ) --',c,--r- - TYPE OF 0 New Building Addition >3 Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: I ; 11 >ez;TPLL.�} �,C lc1{ t-r,li Ctle 1zs •ai- `1- -Qe_i 42.. 2 BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: 6.1�c r/1 -.1-V 1, 1a_ 1) requirements may need to be met. Please explain: WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IFYES, EXPLAIN: PROPERTY OWNERS tp r JR. ,i/ ��r .it' r PHONE, „ c/?) ADDRESS lD %D(? ZIP _, CONTRACTOR ;�.,).tt.- ,,g?� , Ldp-- PHONE�_v�_z� -_�,J ADDRESS -7,32 d %�1• I�, 5 a 7�tY�- 24 4-2-, ZIPca7_J3 WA. ST. CONTRACTOR'S LICENSE # jJ rn /3L� r. jj Jl /' ' 1 EXP. DATE �� /// ARCHITECT PHONE ADDRESS IZIP 1 HEREBY: :::CERTIFY ;THAT 1 HAVE; READ,: AND.': EXAMINED; THIS ;APPLICATION: AND;,KN BE TRUE: AND. CORRECT, AND I AM AUTHORIZE,r�::TO. APPLY FOR THIS PERMIT .< BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE�� CONTACT PERSON PRINT NA E 11 �r l -rz. D1g. -rbLk: - h ADDRESS73? b �, 1� 557722 PUD2714.I6r7J) DATE //./Y/r0 ITY/ZIP APPLICATION SUBMITTAL In order to ensure that your ap` lication 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 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions abqmprocess or plan submittal requirements, please contact the Departtenn of IORIpp ytfj evelopment Building Division at 431 -3670. DATE APPLICATION ACCEPTED 1 -1I-- 9.3 lf JAN 1 4 19 P RMJ it CENTER iATE APPLICATION EXPIRES -7 -1 L-- TO. O:ut0+41 COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure Assessor: Account Number:: Two sots (2) of the following;: Specifications Structural calculations stamped by it Washington State licensed engineer` Soils report stampod by a Washington State licensed engineer:: Topographical :survey SUBMITTAL CHECKLIST • COMMERCIALTENANT IMPROVEMENTS Completed building permit application (one for each structure or Aasessor Account.Number. Two .(2) .sets of abnstructton plans; which include • Site pian • ■'Location ;of tenant space :Existing and proposed parking Landscape 'plen (if applicable, i.e,; change.of:use Overall. building plan Energy. calculations stamped by,a Washington State.licens engineer or architect • ;Legal description Working drawings; stamped by a: Washington State licensed architect, which include: • Tenant location... Use of adjacent (common; wall) tenant c Overall dimensions of: building :or square footage,':: Floor plan of proposed: tenant: space Tenant space plan with use of each room'labeiled Exit:doors ;egress patterns New walls, existing wall, and walls: to bo demolished.. :.::• Site plan- ...:.: • Architectural drawings •'Structural drawings • ivlechanical drawings. Elevations, ,_'. Civil`drawings Landscape:plan .:' Completed utility permit application Six (6) sets of civil drawings Constriction. details :' • ;Cross.sections::showing wall construction and method'o attachment for floor and ceiling Structural calculations stamped by a WashingtonState licensed engineer may. be required if structural work is to be done' (2 sets) NOTE.:,. If any utility work is to be done submit separate utility permit application .. and plans. NOTE See utility; application and checklist for:specifc utili submittal requirements: RACK STORAGE l� Completed building permit application:` 11 :Assessor Account Number::: Two (2) sets of plans; which include FT floor planshewmg. Entire space, where racks: will be located • Exit.doors Dimensions of all aisles, Tenant space floor plan showing rack storage layout aisles and exits . REROOF Completed building permit application (one for each structure) n Assessor Account Number •Narrative describing existing roof; material being removed; and material being installed NOTE A certification letter is required prior to final mspectiomand sign off of the permit ANTENNA/SATELLITE DISHES; Completed building permit application Assessor; Account Number Two (2) sets of plans, which include Site Plan (showing building and location of antenna/satellrta dls NOTE:: Include dimensions of racks (height; width' and length); :aisles. •; and exit ways on plan `Structural calculations stamped by a;Washington State licenser engineer (rack storage 8':and over) .Details:entenne/satellitedish and•'rnethod of attachmen Structural calculations stamped by a Washington :State.licerise en sneer iris 'ba. r 9 y. squired RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS Li . Completed building: permit application (one for each structure Legal description. Assessor Account Number:: Two (2);sets of :wotking drawings, ite plan . oundation plan •Floor plan Roof plan ; Building eleva uons'(ali views Building cross section ructural!:framing plans NOTE 1l anyutility work is to: be done provide and,plans must be submitted Two sets (2) of working drawings which include Site. plan ��. - (On plan showGos( sthydrantfocadon Foundation' plan Include access tobutiding,showing Floor, plan wldihandlength:olacosss:) •, •:Roof plan: • Building elevations .(a) l views ;Building ,cross - section; • Structural framing `plans Iashington State .Energy,. Code data; Completed uhlity permit application Six: (6) sets of site plans. showing utilities NOTE 'Building; site plan and utility site plan may. ybe combined See utility permit application and chackhst for specific submittal requlremente. REROOFS Completed building permit application Assessor Account Number Additional topographical and soils information may be required if unique :Narrative describing existing material, being installed > NO7►E , rceijij>on letter Is required'pnor to final inspection and slgrt • off o� the permit k* *k * *kk **h***k *k•kk* /** k** kkk *k* * ***kk* *****k•A*** *k* *k** *4.1 ** CITY OF. TUKW L i0 13 613.-- 00 % • TRANSMIT '..* k* k* k** kkk* .* *k ** *k * *k *k**•k*** *. *k*** ***' * * *k ** ** ****** *kph *k *kkkk TRANSMIT 'Number: 93000133 ;Amount: 2.5.00, 01/29/93` 13 :45 permit}; Na :` PW9.3. -0020 Type: PW• -HAUL. HAULING. Parcel l ` No. _00400)-00,5 0v /01f9; ,`-Si to A'ddi^e'3 d. 37"25 S 144 ST Pa.yment'-Method:.CHECK Natation: RELIABLE CONpTRU Init: SAO. 14*.****'** kk * ** kkkk * ***** kk**kk***kkk k**** * *kkk�rk4h **4r4**kkk*kk* Account; Cade Description Paid 000/345.830 PLAN CHECK - UTILITY 10.00 000/342.400 INSP FEE - UTILITY 15.00 Total (This Payment): 25..00 Total Fees :, Total All Payment: Balance: 25.00 25.00 .00 GENERA • 10.00 GENERA 15.00 TOTAL' • 25.00 CHECK 25.00 CHANGE . 0.00. :7454A000 17 :26 **•********•**********•*************** * **• **•* **** ** *k ** ******k * * * *** CITY OF TUKWILA, WA TRANSMIT *, * *** ** *** **** *•* *** * * **** * * *k** sir ** * * * * * * ** * *** ** **** * * * *k* ** *** TRANSMIT Number: 93000059 Amount: 740.40.01/15/93 10:59 Permit ;No: B93 -0010 . Typea BHBUILD BUILDING PERMIT Parcel No 004000 -0115 Site Address: 3725 3 144 ST :Payment Method: CHECK Notation: KALT MANUF. CO «' ' InWP/010 ********k*.**.********•********* **** * * * * *** ** ** * * * ** * ** * *h * * * *k ** ** Account Cade 000/.322.100 000/345.830 000/386.904 Total Description BUILDING - NONRCS PLAN CHECK NONRE$ STATE BUILDING SURCHARGE Total, (This Payment): Total Fees: All Payments: Balance: 740.40 740.40 .00 Paid 446.00 289.90. 4.50 740.40. GENERA GENERA GENERA TOTAL CHECK; 446.00 289.90 4.50 740.40 . 740.40 CHANGE 0.00 7001A000 17 :08 CITY OF TUKWILA Address: 3725 S 144 ST Permit No: 893-0010 Tenant: LARRYS MARKET Status: ISSUED Type: 8-BUILD Applied: 01/14/1993 Parcel #: 004000-0115 Issued: 02/03/1993 ***********************************************4*********1(4**************** PerMit. Conditions: , '. ,„,..„_,,,..,,,,,_.„..„...., - • " fVe"144i''MWe'ss • , ' 1. No changes will be. Madp_.,,t67.4 ,.....:„.,...,_ t.•:., 1, „„approved by the ■ 1 , Architect and ' the 3u.01.3,1,4','-'Building : 8101s00,„, . .. . 2. ',Electri Ca 1* -permtp5.6,all be -,964taii ne.dAthrougn'''tfi0,2':;i9hlngton State O i V i s i ot)4Xli.'ibor 01,- IT ity st,Xe, s .' and a 11' e):.'ef:1.7 1 c a 1 work will b ergnOe ce:!1' b;A:':Vi that ' 'agency ,'.,,,248t.665,)'. i • 3. ;All:, mechan,hor.ay worite.c4ha,11) be • under separate .permit 'tlif:,.$1.1,gh' , ... the Ci ty Aleukwi l'a.i.t, .k:,:' 04, T. 41"''' CI 0 0 ., .'•* ,44zril 41. A l l 1. pernyt,f, J:1101kepAlop,,t,"r,ecorOs ,S, -and apprciVeA p 1:!ap,C'Oatik)'1,:,,.e I , - ma i n t a. iAlp a VeP14 a 61 e „- at t h e-'-7,1 6/ 1.site p r i or t 6',7.;the start . o';F. . , any : conSe'ru ct i oriv. ,.These .,,c1J511.1 en t s 'are to be meth felot'd 1. avai1b1e 4nt 11 . final 1 nAofcV on approval Is granted. 1 5. Any .,c(An nse414Qnsu l'at i onbIack ip_ma't eri al shall have . a'F.'41:Eitie I Sprei0 .Rafrilntg.' or 25' orr,le Ss , fitr matar i a 1 shall bear l'ae,nt i , ticatlon kshOtiing the frire,p„erq.17orman:C.'er rat i ng t h e reof,-,„ . , . 6. '-A1•1(.4.O9nst-tzUct'icOn to ,,b p-4-don e j ih \confOryfb-nvel,.vii t h. approved • p 1 an .and re owl reptents'-ot '.-)Ii,q..up,..,i,fAfili;3011,d-tng Code (1991 1 • , . Ed i on )• eas, ao rr'dacb-y-,,t , the ma s hr ri llt O.‘ci ! ; ./-t`a t :e lBuilding C oitel Un i rmtiMo anl aal d6day(199j \ Ed ti ot)4-arif-Ja s h 1 ng toi State Energy . Co ,e ( t99i7;te9orid-''''Eatt\tn) ) \•„, i !.....""7. if i 7. Vafl1dty ,m ...k, P orni i v:::;,- The . ' vs Want e 'of,.,a,„-...pernii t . or approval of f )! r" .0 1 ) ,,, V! '`,), `-!, s!••,i • 1:),1 tl, sp e c f Vp a t 1.611 s'',en.cl,,CO mpUti.,ons,,,,,,,slia,171›,.. n o t. be aOK-'''''''''' ., a t r 4 A tob a 4permit for, or an a proVaf4:0-,-iany v to 1 a' Re . ' of allyA. of p p17, o V i s,i o n s of this c6d,e•-soi7f an3.0 other ii. ordin nceo he44,Jurisdicfion. cifi pp.rc - .it''.,,pre.$timing, tg,piA rl .1, , . .I., authok \y o ioNte or cancel t , 0 'rOvi, iio'ha,\hf this C'Ocle shall \ valid. el' . I ' , * 1 ,,,,g ,,; 1:1 ..,...., iP AI ., ' (s,... !!.)f.' • 0 t$ e•",,, V 0 ''!‘i• 0 ,.:! * 'A a `4'. '''' . fi, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #893 -0010 (512) John W. Rants, Mayor January 28, 1993 Re: Larry's Market - 3725 South 144th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Sprinkler protection shall be extended to all areas where required, 'including all enclosed areas. Extend sprinkler protection to the walk -in coolers. 2. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire .Preeve5ntion,Bureau cc: T.F.D. file ncd i.. ifi.:;•-lt•tzcq ,V7i.p(,kit.4•T.7 '''" NNILA 4 City of Tukwila 4. 11% FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 1908 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM DC2 Control No.4-) /-) -C-a0 Permit No. Project Name L447/e2fii5 Address 5. '/V(///./ Suite # -"Reta' current inaction schedule Needs-8 ift insp on ....57g/f7 jivs'1)4:_e7/atr eb • :4- )(( Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: A!..-AAW) L ewe/Z. Pre-Fire: Permits: Authorized Sign ture D te FINALAPP.FRM T.F.D. Form P.P. 85 I. C. INSPECTION RECORD ( Retain a copy with permit o. 000 FEW N0. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 96188 I -----(206) 431-3670 Project: al) (.- ' ?)//0/ei ype o ns , : . . fl 41.. Ad ress: --) 6 / q q • Date Calle4: , LO — CI T Speaal Instructions: •--4.'...;..,:::if ....-, 3 ' • , ., c.1 - -i,-, Date Wanted: 9— 9-- . a pm Requester: , ,. ;,-,-. '' ,'•.!..x , Approved per applicable coddp. Corrections required prior to approval. COMMENTS: • CA (2-pt.— c' L.-Q- p-avW A-e Tro F-1 Ni Inspector: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUK ILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 PERMIT N0. (206) 4317 670 , fro - M .Lar r• 5 ino4 K ype o nspectwn. �' ilAl Address: 3,....)a 5 S 1 Li t 6 `1 6 Date Called: _ --� ✓ n -1 Special instructions: r'R -'i�� t 1 '• �JO Date Wanted: _ cE , 9 � am. m. Requester. Phone No.:(503) :` -131 l ❑ Approved per applicable codes. COMMENTS: l - 00 - Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: (D INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 9747---ZWW .....s ( /7) ° P. i ‘` - 71 Y-1-13571 5 Ptionuce- - o•-reorEt9 1-1 '.VINN.4 NS CP Mr-rb--2Ltbg,_ ci1- C.1... 7 / i c• /1---- Address: , • 5.) eite-1)-7- e_aalte-a... - ti.A.* LE- FAsre-ralsera orr -71 ezpow /.1 Date Called: to) 0 A-1 a...1 Cor_A.tea....--- co 1...rri 1,,u, buLs, ,..3 ..01 07.- sr.A.A00 i'..-,'"' 111, t011e— 0 e-EWN 14C1 LS 1/111.S.SlAGI • Special Instructions: . 9. 3 4.1 c,-. • 4-r Date Wanted: 6,„ .. ? • :-V-(,) (7)3 am, p.m. Requester: (e..... - -22 1/ 0 Approved per applicable codes. y2i Corrections required prior to approval. COMMENTS: ' _.. -r- fLEEZE72- 4 PO C.irso LS-A- G-Tict-ostoev.r'S : . I 1Z-I'VOIT-N1 ckmil.. - rted it- -7, -C7-. Pe L./NS Aro- Pv-)e_ pc.,4 A). C.-4FG" atat-G12-- 1-bx) 6 tvoia.- ea_. Co R-AArg- mmos-rrPiDew A I . 5 Ptionuce- - o•-reorEt9 1-1 '.VINN.4 NS CP Mr-rb--2Ltbg,_ ci1- C.1... 4) c*.tkerc curs c.c)OLIL- A-r Dame-- F-711re-t4ion, # NiareD h•to A-4S- r-A-s-re-t4E-0-1, fir -1-reo-evi AS . , • 5.) eite-1)-7- e_aalte-a... - ti.A.* LE- FAsre-ralsera orr -71 ezpow /.1 c . MGAre,..) mar:- atJ -rreoawr4 to) 0 A-1 a...1 Cor_A.tea....--- co 1...rri 1,,u, buLs, ,..3 ..01 07.- sr.A.A00 i'..-,'"' 111, t011e— 0 e-EWN 14C1 LS 1/111.S.SlAGI • Fg•tarvv.%ri\G A.P?Itkv,79. /1-t4.-, Cib I.JV1/41:)4.31i-re" _NA-1 N s AA' aA■Ase . Inspector: Date: Co -3 -- 5_3 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. JUN 3 '. . .' 8 LL�ER G . At* bocK P E . 001 � ^" fiCcOire - N` -• - - . ^'-'' •• •• ' --r- ' ---'*-- ' • ---_`__ ^. .~.~_--._---. • --__--_-_---- • .: .-._-__ • .... ' -. '~~^' — ~------- . l . . . • • R' � - 'Joy 117 1A046 , -'~- OOP - - - -- '-- - ~---------- • ' ---'' ''' ----''--'--' Poo- t"airfa transmittal mmemm7871l»*»mwpw0 4;S2 FROM RT M Pax* Fax * ' . ...-. • . , -,. • • • '^- �--, - _ • '' ' . • • • . . . ---'•- • . • • CENTER- -r .. ^ -^--~` ~^ •. , ' - '. ... ''—_. ..... — -- ---_-___--_~.~ --~...- --- ---- -_. ^-_-P:Z�.__ _ ' ' _-__-=_=_=� - - to p X ** TOTAL PAGE.001 ** • UNDERWRITERS LABORATORIES INC.,, 1655 SCOTT BOULEVARD • SANTA CLARA, CALIFORNIA 95050 -4169 in. an independent, not-for-profit organization testing for public safety November 6, 1989 Kalt Mfg. Co. Inc. Portland, OREGON Fax No.: 503 - 249 -8452 Attention: Mr. Russ DeVore Subject: Surface Burning Characteristics Classification. Dear Mr. DeVore: This is in response to your request for clarification of the Surface Burning Characteristics Classification of your building units. Although not specifically stated in our report the intent was for the 5 -1/2 in. thick Classification to cover the same building unit construction in thicknesses of 3 -5/8 in. to 5 -1/2 in. while the 3 -1/2 in. thick Classification would cover products 3 -1/2 in. or less in thickness. However since the Surface Burning Characteristics. Classification developed for the 3 -1/2 and 5 -1/2 in. thick were identical,. The following classification may be used or building units up to a maximum 5 -1/2 in. thickness. Flame .Spread Smoke Developed Core Material 20 300 -450 5 -/12 In. Thick Painted Or Unpainted Aluminum 5 -1/2 In. Thick Finished Painted Or Unpainted Panel Steel Finished Panel 15 400 • Look For The ® Listing or Classification Mark On The Product 15 400 PHOEIVO PU4111T' "'' ..?7 yx KALTManufacturing Company, Inc., has set the standards in the insulated panel and door industry for over 30 years. Through innovation, high - quality products and service that surpasses our com- petition, KALT has become the largest producer of insulated panels on the West Coast. KALT operates two custom manufacturing facilities. Our modern Portland, Oregon, facility houses our corporate headquarters and 80,000 square feet of manufacturing space. A second plant, located in Phoenix, Arizona, consists of 50,000 square feet of manufacturing space and our Southwestern sales office. Both of these locations are staffed by personnel dedicated to excellence in our products and service to you. As the result of our experience and manufacturing capacity, we offer our customers the finest products at competitive pricing with excellent service and availability. For more information about KALT and our products, please contact your nearest sales representative or factory: KALT MFG. CO., Inc. Insulated Panels and Doors P.O. Box 13420 Portland, Oregon 97213-0420 7320 NE 55th Avenue Portland, OR 97218 (503) 288-7311 FAX: (503) 249-8452 Toll -Free 800-365-5258 Phoenix Area Sales Hawaii Sales Office: Canadian Sales Office: Office: (503) 292 -6760 (604) 925 -1029 3831 S. Bullard FAX: (503) 297-7508 FAX: (604) 925.2989 Goodyear, AZ 85338 (602) 932 -9690 Pacific Rim . Houston Area Sales 800.727 -5258 Export Sales: Office: FAX: (602) 932 -9694 (503) 843-2109 (713) 485-0047 FAX: (503) 843-2109 FAX: (713) 485 -4854 San Francisco Area Sales Office: (510) 734 -6601 FAX: (510) 734 -0300 San Diego Area Sales Office: (619) 239-3323 800. 266.2653 FAX: (619) 239-2503 Los Angeles Area Sales Office: (714) 893 -7753 FAX: (714) 893-5723 Pnnted on Recycled Paper SPECIFICATIONS 1. INSULATED ENCLOSURES: Panels shall be prefabricated, all metal clad and sectionally constructed for accurate and simple field erection, with provisions for easy disassembly and future expansion or relocation. To assure that specifications prepared from this manual will be complied with fully, we suggest the following two(2) sentences be included: "The insulated enclosure shall be manufactured by Kalt Mfg. Co., Inc., Portland, OR. To protect the owner's interests, no substitutions will be accepted unless by specific approval." 2. N.S.F.: Enclosures may be listed by the National Sanitation Foundation and its design and construction shall meet N.S.F. standard # 7, if specified, and bear its seal of approval. 3. FINISH: The panel finish for exterior, interior and unexposed panel surfaces shall be 26 gauge stucco embossed galvanized steel unless otherwise specified, with ASTM A -527 LFQ G60 zinc coating, regular spangle, chromate treated and dry, embossed pattern. Other finishes available: A) 26 gauge stucco embossed galvanized steel with white baked -on polyester enamel, utilizing linear and non - linear resins to produce those properties required by the food Industry, and in accordance with USDA publication "Accepted Meat and Poultry Equipment," MPI -2. B) 24 gauge smooth galvanized steel C) 24 gauge galvanized smooth steel with baked -on polyester white enamel D) 24 gauge smooth galvanzied steel with paint -loc pre - primed surface, ready to receive custom colored paint BY OTHERS. E) 22 gauge or 20 gauge smooth galvanized steel "industrial tough" for rough treatment surfaces. F) .032 (20 gauge) or .040 (18 gauge) stucco embossed aluminum G) .032 (20 gauge) stucco embossed Aluminum with White baked -on polyester enamel H) 22 gauge Stainless Steel #304/ #2B finish I) 22 gauge Stainless Steel #304/ #4 finish J) 3/32 White fiber reinforced plastic K) 1/2" O.S.B. 4. A) FRAMING: High - density frame construction: Sectional panels shall consist of exterior and interior skins of metal formed into pans to insure proper size and fit; or skins of specific material as may be specified and available. Skins are to be secured to a structural frame constructed of high - density urethane lumber, providing 3.5" (89MM), 4" (100MM) or 5-1/2" (140MM) panel thickness as specified. The high - density lumber is to be formed with a tongue, groove, or flat surface, and is to be placed at the edge of each panel as appropriate to the mating surface. Tongue and groove at all panel joints, flat only at wall -to- building floor joints. High- density lumber shall form all sides of the sectional panel. Density shall be no less than 8 Ib. (3.6KG) cubic foot to assure gripping stability of fasteners. B) Wood frame construction: Kiln dried Fir frames, nominal 3 -1/2" (89MM), shall be molded at one broad face with a tongue, groove or flat surface, and to be placed at the edge of each panel as relevant to the mating surface. K.D. Fir 5 -1" (140MM) wood frames shall be joined with flat butt joints. All bottom K.D. Fir lumber plates shall be insect - moisture -proof treated. No light- density urethane foam will be exposed except for injection ports and framin 2 • u- •- 5. INSULATION: The individual panels shall be insulated with foamed -in- place (frothed, not poured) polyurethane binding tenaciously to the metal skins to form a rigid panel. The CLASS I insulation shall be certified by Underwriters' Laboratories as having a flame spread of 25 or lower and smoke generation of 450 or lower when tested in accordance with ASTM 8- 84 -76. This designation is not intended to reflect hazards presented by this or any other material under actual fire conditions. The thermal conductivity factor ( "K ") shall not exceed 0.115 BTU per hour per square foot per degree fahrenheit per inch. Overall coefficient of heat transfer ( "U ") factor shall not exceed .033 and (R) factor shall be (R -30) for 3 -1/2" (89MM) thick walls, (U -.029) and (R -34) for 4" (100MM) walls and (U -.021) and (R -46) for 5-1/2" (140MM) walls. The insulation must remain stable at a temperature range of -60 °F ( -50 °C) to +200 °F (93 °C) (Dry heat), and have a density of 2.2 lbs. 6. SECTIONAL FASTENERS All vertical wall sections, floor sections and ceiling section joints shall be fastened together with steel cam action speed locks. Each device shall consist of a precisely located cam lock and steel encased pin. These fasteners shall not exceed on center spacing of 60" (152CM) on hi- density frame panels and 60" (152CM) on wood frame panels. Kalt exclusive cam system for hi- density frames has a superior load bearing surface providing more positive structural integrity. All camlocks shall be actuated from inside of the walk -in with a standard type 5/16" (7.9MM) Allen wrench. A wrench shall be furnished with each walk -in delivered. Snap caps shall be provided to close wrench holes. 7. GASKETS: All sectional panels will be joined together by a double row of vinyl foam gasket secured at the interior and exterior edges. They will provide a panel -to -panel self- ,r lopsV (..uvG) psF (./cht:;) S ppFC lo, &L)(N)- <-7 t °1c► l VNI F©e.M l.- RT t LEA U o .. . NO tr:DIkb- SIEsrv1IL ok1(y rAI G- ZoNe : .3 v= -� I C �J T. O,:o z0(rb�7s_ • 0,►z02,sc- s. oz. cb f - ^r.tMD - C. • JAN 1 4.1993' PERMIT CENTER. : 1 1 ;2,4 7r4 (SEISMic. Zeo /, (SpsF MIN) .< 515 F Wl i+.J, GoN r'o1IS) . �1 tom' / wL ='0,13"7.)�/l>>I' �ICS)� =- ie'i,y�+�I IbtAi Wz = 500 = Z ', (SF-'s F ICI N) al (fi P\? ?Ra AN t 9 1993 • G1�e�>L UIl�P1IRFGr✓) Tit' a C.11GT�7 ch2a: ?A v..% S col45 m..: Z�Cid�� - 1 4Cs 3 _ SCi9 "c• 1 C Gil✓ `��ca�F :.. (1 ..4.--V611 -r .ELEwer. S W70 0 Mme- ti 3S&)('Z> = ZNO rte# 1vv 1 t.0 z e,4/WS e q'c)1 . M2 �. (42)(z)(1z)(I). +.3(s >C3 (7 )+- (z)• ?- ! ^��� =1 X11 l X l of � o� ? M Yers lJ . Miller- Gardner, 9zvY - CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. • . SUITE 100 (503) 248.1250 PORTLAND, OR 97219 FAX 248.1395 KvN . MM6 : / -.r-cl3 7F.Zy. . lnln'LC. •Cgie 0 ,Z4- L,. 3x 3xSX /CvGR. S. MIL, wj %'FC¢ 'Hi If' : Kwlk ( L4- AN'' (0) #g sYvN 5At Sir-GL. U"F caor.. e ce.„K; -rs 1Mc 1ydC4.) .- I Mg= .. 67)6/X3.6)74-. .7 (5)CS) CIz� Cs) Fy= 3 • /G0e2 lac+ 1 I .. RtoF e‘151. 1,s • 3\ /z" W P w/ G/? .›A-iv W =15PSF L= FLI -0I) IS .sue 4 113 fp$F ---r"Ca --'-- ••/•• .5 pO� 7R43/e . UPI /9VA412 FSy rzeluzs7 KALT ROOF PANEL MAXIMUM LOADS . 24 GAUGE GA. STEEL EACH FACE CLEAR SPAN PANEL TYPE 13.-0 9' -0' 10' -0' 11' -0' 12' -0' 13' -0' 14' -0' 15' -U• 10' -0' 17' -0" 10' -0- 19.-0'20'-0" 21' -0' 22' -0' 3 1/2' 1V URETHANE 123 109 97 07 68 51 40 31 25 23 .20 -TIE SEE 16 NOM 5 ID 13 .3 I/2' AK URE1IUNE 108 93 84 78 82 48 37 20 II 19 15 12 - SEE 17 10 WE' 4' KK UREH1ANE 119 100 05 08 78 81 40 30 31 25 20 13 WE U RETH ANE URETHANE 105 164 147 133 121 112 103 00 71 59 49 41 34 20 24 .5 1/Y KK URETHANE 100 100 149 134 121 •111 102 94 70 04 52 43 36 30 25 22 J I/2' WF FTOERCLASS (3) pUOS—(4) IUDS 21 13 13 0 _ I • 8 I/2. W FIBERGLASS 00 66 47 3 34 STUBS) 25 10 14 10 12 SNOS 0 20 .. , SEE _ ITOIE 3,,. S ENE., 97 05 76 89 63 51 40 31 25 4 ... .. 18 13 10 5 1/2E STYRENE E 144 127 114 103 94 07 00 74 09 59 40 41 34 20 24 NOTE:. 1. LOADS UNITED DY DEFLECTION 1/240 , SHEAR. MOMEtlT, OR 00110 STRENGTH 2. LOAD VALUES FOR W000 FRAME WT WALL PANELS ARE ALLOWADLE SUPERIMPOSED LOADING Or 10 YEAR DURATION. ACTUAL PANEL' DEAD LOAD 11A5 BEEN ALREADY DEDUCTED FROM 1IIESE TABLES. ALL WE 15 HEM -F1R i2 GRADE LUMUER. - 3. FOR W000 FRAMED (w) PANELS, RIE TABLE VALUE MAY OE INCREASED OY THE FOLLOWING •- FACTORS: _ _.. SNOW LOAD .._ ..- 1.13 ,_.._ .... . 7 DAY UVE LOAD - 1.25 .. _ ..... ........IMPACT LOAD - 2.00. .......... ..... ._ ....._.... _...._. ........._ ................. PERMANENT 1041) - 0.90 4. ALL LOAD VALUES S110%31 ARE IN POUNDS PER SQUARE FOOT (P5F). 5. TERIOR USE ONLY. Milner - Gardner; Inc", CONSULTING ENGINEERS AND ASSOCIATES _ • 9570 S.W. SARSUR BLVD. SUITE 100 ... (503) 246.1250 PORTLAND, OR 97219, FAX 246.1395 9Zca,-135 LrMF& . . 17tzRf1 4, " 1 • Z . of 20,. 2 +c-eGn cw 1 1 N FO2 t cz,A6rt See. V= 0,/375V DUZecaic I SEISMIC.) t,�, -- [i�►C5� ,(cs] C, 1 375 zy , WZ C- Ifs %-4-'iots"5] Cab '7$ /Z- #71 • Z'rp.L ` 2-41 CIL) + I z, SO z) 1 D► rjri 1 5 p: tuff 10(k4)(..$) = ZS 44F/1 WL = uJ — ZS +y( • �, ► zS tZ) 4 z lz,S> t)(recn zz = LzLs) +•iC S3.7 ,/3'1S� Z *-/I ,pl for z sl�sF MIN gr Cz -s). £PO /y /ti Gf>c/77 7Gs h. ,D!%d'ctI _ 4. ski sw�;i`, - p1RP 1rfil,M F7u� -r- 8 ZS(zz,s1" cap �..vtr`iNt9ti? TfJy` G � _ ..( ,[j;- -ja. za040- Z,,s S7 rvticKs rZS 4, : :_ :_.: _ :: • Miller- Gardner, Inc. CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. - SUITE 100 (503) 240.1250 PORTLAND, OR 97219 FAX 248.1395 Gr9i2.x t 'TV 16c0111,4 Zoo ? . KA /r M 6- R 17-5=-0/3 ec,)k4-Z kot,r) • DIRP-C,110N DliedrtePre9m ac- Cf-z,L v asci ,S) 1'70 • itv1 Z.`. I '15-27ge Q)/-10,12 TIS 77: T.21= t z (I) •CANI Abea)Avrb 3 z R3 Rs 47- v cri-hed =,k. sozeOz..) I zqc74, wAito mar isp( iv) i ..(e,)(5)303,sX (9,!.=b) / 5 A/o hot,6 WAI) 0 Mar - 1-7o 60)=-- Me. 16(.)zY.CP):= _ _ WO 14c70-, C;r2t•-30 17X-Se02-- _ I /Ix> 7-1 .006 V-r* 't■di =.• i ( S\XACk.(5c S)- t US2X- I 1-P117-1°- F1 - 3▪ c760 - Fs = ,.' ....... 1 1\1 Miner-Gardner, Inc.* CONSULTING ENGINEERS AND ASSOCIATES Mir 9570 S.W. BARBUR BLVD. SUITE 100 (503) 246.1250 PORTLAND, OR 97219 FAX 246.1395 14(4.-b Ex) Eoz z W•11,01 topi Lickli. PgFr - olt-v,i 4 Z G, C7&, G' La> .. L L:zh J+ J AT D r SC15.5.)/21) = .. Cam } 1' L X3 ix x /cot 7A, .:ti h-�•., ..; wek (6!) TV7 �'Y ✓� per; piei /10 111 pTc,j 4 T ,r %fre,-1i J Wien ( 'Aor __ 4+7(10) !` ?tom... (.4, .1/1 s i �• L�7/: ii ;,;,, ._ '7./ - /,c-26, ? /, S O%.. I S`70 1\)Q 1-10 1-3:>0" 1'.) Q.1.:;;,: ;. 60 :44 /I e;-,7 f',11 ~ ??..4 C id) = 1 t - ira — :1 4,t,Co y !(5. ,. (c J . 1 Miller - Gardner, CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. - - SUITE 100 ..0197219 ... (503) 246.1250 PORTLAND, . , • FAX 246.1395 Oax -z nag Mme. ru KIJ,S111 P, { WAR `P Kkrr..:I� c'. Z� . KALT ROOF PANEL MAXIN UM LOADS 24 fAUGE GA. STEEL EACH FAQ'. CLEAR SPAN PANEL TYPE 8' -0" 9' -0" Is... 10' -0" 11' -0" • I2' -0" 13' -O" 14' -0" 15' -0" 10' -0" 17' -0" - 18' -0" 19'- 0 "20'- 0 "21` -0" 22' -0" 31/2" WF URETHANE 123 109 97 87 51 40 31 _ 25 20 SEE NOTE 5 66 16 13 10 3 1/2" KK URETHANE 106 93 84 76 62 48 37 29 23 SEE NOTE 5 __ 5 19 15 12 SEE .10 -NOTE 4" KK URETHANE 119 106 95 •86 78 61 48 30 31 25 20 17 13 11 5 WF URETHANE 164• 147 133 1 .Zl' 112 103 00 71 59 49 41 34 29 24 185 K URETHANE U RETHETH ANE E 166 149 134 121 111 102 94 79 64 52 43 ... 36 30 25 .... 22 3 1/2" WF FIBERGLASS (3) STUDS---(4) STUDS 21 13 13 B 5 1/2" WF FIBERGLASS (3 STUDS (4) STUDS 80 66 47 34 25 19 14. 10 12 9 3 1/2" WF STYRENE 97 85 76 69 63 51 40 31 25 20 SEE NOTE 5 16 13 10 5 1/2" WF STYRENE STYRE NE . 144 127 114 103 94 87• 80 74 69 59 49 41 34 29 24 NOTE: 1. 2. ---» e;;1 t -docilat. . P.vme1. LOADS LIMITED BY DEFLECTION L/240 , SHEAR, MO,IENT, OR BOND STRENGTH LOAD VALUES FOR WOOD FRAME (WF) WALL PANELS ARE ALLOWABLE SUPERIMPOSED LOADING OF 10 YEAR DURATION. . ACTUAL PANEL DEAD LOAD HAS BEEN ALREADY DEDUCTED FROM THESE TABLES. ALL WF IS HEM -FIR #2 GRADE LUMBER._ 3. FOR WOOD FRAMED (WF) PANELS, THE TABLE VALUE MAY BE INCREASED BY THE FOLLOWING FACTORS: SNOW LOAD - 1.15 7 DAY UVE LOAD - 1.25 IMPACT LOAD - 2.00 PERMANENT LOAD - 0.90 4. ALL LOAD VALUES SHOWN ARE IN POUNDS PER SQUARE FOOT (PSF), 5. TERIOR USE ONLY, r Miller - Gardner, Inc. 1 - z c ':_9 CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. SUITE 100 .... (503)246 -1250 PORTLAND, OR 97219. . .. FAX 246 -1395 1:42Z 4A 3 Diaz, I Naive, DIRGGTia —) 1 e-. t SMic., wallZ V w( IS. Z 1 ►4M// d) W i 5 (t 4 .'Z S% pSF.' . . DIRc°ra-►a Z SEI �. mC L • _. O I375C(t.ck' -;) ( ) (5�2 • Spy} ..LIUG 1t,A. 'DtR�c,ncaN Z GC..jsw∎,L Gc,TVZ-Y-c,1s LJI 1514P-4, .% :... t 2 = 3ei CH &Uc DMA ph�24C,1�� ige4,1,/ 1 W= ada zq)( j)Z/ �hcc } wl k G `�l?�7 : T I L 2 eey' 3x,� z4� /z9ps; �= "e/.(/ es v,t ✓ ( F,vSN F-- Llyz. x !z $ ZZ' GSA- k)/ 9 screi,vS /47 ;/el° ,, . EA GEG" (v) FUG" L( ) /e J mr SP/ >~; do;/-1-. h1�A2. rot,, /. / ,5 ._.... • Iar_...._. .MR: _ 1 h14(la)CY) _ k%PFr /16- rVedi) Miller - Gardner, Inc. a CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. - - - SUITE 100.. .... .. .. (503) 248.1250 PORTLAND. OR 97219 FAX 246.1395 13ajc: 3 :o.� Ll42fL`�I�j rAPmkg Pc< ga)C Cav� • 63)Ci/a ;x•:33 I/ 11 �' l yl '3Ll'� �� = 3 _ ,( !g, p5f G Pt, 4-11C Si o pZ�t�tZ�r 4. 6 = 4!7 F-fib 6 c-0 t- (5).60)00(rb . 8zCo c b Z ( _ o . / 7 / /. s dlc,,/ 1 /la Nol> wN/ geld she r wt(// 3 (4 = /eat) V,' . 417 5 v A _ T = f' - � �1-1 U 1 ok-✓ ... _ 1 MgL s(10)(5)(zs. ± 1'1 10(4,95)L1:2. -LTh = :Iluzg Fs= liuZ$ / Z 11-1:1J2,1 w; k 100 L 4 - (W / C , N d , core= o n e /A 7 Cori, ) 14) /. //,' X S x /Z•. GA , L / . �Ls) 1Q /. Miller - Gardner, Inc. CONSULTING ENGINEERS AND. ASSOCIATES 9570 S.W. BARBUR BLVD...... - (503) 246-1250 PORTLAND, OR 97219 FAX 246.1395 Ll�}fZfLY S MA2keY ' Itvc.. 12oN....P ka�r .r,.c. ;;- 1 -s -q3 KALT ROOF PANEL MAXIMUM LOADS 24 GAUGE GA. STEEL EACH FACE CLEAR. SPAN PANEL TYPE 8' -0" 9' -O" 10' -0" 11' -0" 12' -0" 13' -0" 14' -0" 15' -0" 16' -0" 17' -0" 18' -0" 19' -0" 20' -0" 21' -0" 22' -0' 3 1/2" URF1HANF 123 109 97 87 66 51 e„ m 31 25 20 SEE NOTE 5 16 13 10 3 1/2" KK URETHANE 106 .... 93 . 84 76 62 48 - 37 29 23 - SEE NOTE 5 19. 15 .12 10 4" KK URETHANE 119 106 95 86 78 61 48 38 31 25 20 , SEE NOTE 5 17 13 11. 5 1/2" WF URETHANE 185 164• 147 133 121 112 103 88 71 59 49 41 34 29 24 UURETHANE KK URETHANE .. 168 149 134 121 111 102 94 79 64 52 43 36 30 25 22 4 3 1%2" WF FIBERGLASS (3) STUDS---(4) STUDS .. . 21 13 13 8 5 1/2" WF FIBERGLASS .. (3 STUDS (4) STUDS 80 66 47 34. 25 19. 14 10 12 9 3 1/2" WF STYRENE 97 05 ' 76 69 63 51 40 31 25 20 SEE NOTE 5 16 13 10 5S E14E NWF E ' 144 127 114 103 94 87 80 74 69 59 49 41 34 29 24 NOTE: 1. LOADS UMITED BY DEFLECTION L/240), SHEAR, MOMENT, OR BOND STRENGTH 2. LOAD VALUES FOR WOOD FRAME (WF) WALL PANELS ARE ALLOWABLE SUPERIMPOSED LOADING OF 10 YEAR DURATION. ACTUAL PANEL DEAD LOAD IIAS BEEN ALREADY DEDUCTED FROM THESE TABLES. ALL WF IS HEM -FIR #2 GRADE LUMBER. 3. FOR WOOD FRAMED (WF) PANELS, THE TABLE VALUE MAY BE INCREASED BY TFIE FOLLOWING FACTORS: SNOW LOAD - 1.15 7 DAY UVE LOAD - 1.25 IMPACT LOAD - 2.00 PERMANENT LOAD - 0.90 4. ALL LOAD VALUES SHOWN ARE IN POUNDS PER SQUARE FOOT (PSF). 4.5. TERIOR USE ONLY. _ Miller - Gardner, Inc. CONSULTING ENGINEERS AND ASSOCIATES 9570 8.W. BARBUR BLVD. • ...... .. SUITE 100 (503)246 -1250 PORTLAND, OR 97219 246.1395 12)ox LPrR -Z-Y15 MR21Ge.T II, TU IL w i 11 A.1.. p_ . -.._ . . . %a I -5 �3 9..o.G Zu 4"4 r7:1 IOFsF i 5 F ( Dean) l�psF C7 -0114 L) lZc3t9 " - /XiDcve eISMIC- - ° A t eCt ' p s W& r� SGT I SAM or 5�s Nua C"e 4 0,13'75 �5C +. (mss) 1 -F 141o, 0.ANT2cX,S 0 fl-% Re,v 101.35 17I4pN1zAGan Choe1> 116 ; M ZSCe3>Z- �d ? s,-T- T 2j1 L.. G 4 Z.S sO - C)) CAr 4 Lac A ,4beq wilt. T d am-ry CIofd psi ory I -re? p)' ChecK Welly RI Itf-- E, Rt 100 z = L}i *e L) \Ue. /e, , °� " /CfitA = ! vcr C,k-Nuk O , -r L-) l 2 Hal- I °OLIO) — IC.,D P- MIz = (XS M,4" + (.4x54.1o)03) = 32-04:7 Gr (z) CAMS Fax 3c)i loo . I-IoLD iS 0 tAiN 2e.q � •� ,Cll Z... , :She.tkr' I zp_�1 - _Chec..k- o.-t. ?i_ z ' Jam,-- i �> s�/�,- 0).4. '��(JCZ����Iz ) + -Moller- Gardner,. Inc.'® CONSULTING ENGINEERS AND ASSOCIATES M 9570 S.W. BARBUR BLVD. SUITE 100 . 1503) 246 -1250 PORTLAND, OR 97219 . FAX 248.1395 614 to>< 404 1.-AR2t(S Mt�2tce�S WG =t'U kw ) I I A _I .IAA _ ..._.... _.. _._. _...._..._ .._ .._ .. n1 °.. !G of 7('‘ q KALT Rte:- PANEL MAXIMUM ;ADS 0.032" ALUMINUM EACH FACE CLEAR SPAN PANEL TYPE 8' -0" 9' -0" 10' -0" 11' -0 _ 12' -0" 13' -0" 14' -0"15'-0"16' —0"17' -0" 18' -0"19' —0 20' -0" 21' -0" 2' -0" 3 1/2" WF URETHANE 117 82 59 43 33 25 20 SEE NOTE 5 - X15 12 10 1 3 1/2" URETHANE NE 102 71 51 � . 38 28 22 SEE NOTE 5 17 13 10 ,. 4" .K._ URETHANE 122 _ 90 65 .48 36 28 22 SEE NOTE a _ .... . _ _. NOTE __ 5 17 14 -11 5 i/2" WF URETHANE X186 -----t� 165 148 118 90 70 56 44 36 29 24 SEE 20 17 14 •' 12 ' 1/2" KE URETHANE UR 170 151 128 95 73 56 45 36 29 24 20 SEE NOTE 5 16 13 .11 e 3 1/2' WF ' FIBERGLASS .. (3) STUDS- ---(4) STUDS ' 21 13 13 I` 8 • 5 i/2" WF - FIBERGLASS (3 STUDS (4) STUDS 80 66 47 34 25 19 14 10 12 9 3 STYRENE 1/2" WF . 88 78 59 SEE NOTE 5 ' ._ 44 33 25 20 18 12 10 5 1/2" STYRENE -- 145 129 116 105 91 71 . .._ 56 .... 45 SEE NOTE 5 36 30 25 20 17 14 12 — NOTE: 1. LOADS UMITED 13Y DEFLECTION (L/240), SHEAR, MOMENT, OR BOND STRENGTH 2. LOAD VALUES FOR WOOD FRAME (WF) WALL PANELS ARE ALLOWABLE. SUPERIMPOSED LOADING OF 10 YEAR DURATION. ACTUAL PANEL DEAD LOAD HAS BEEN ALREADY DEDUCTED FROM THESE TABLES. ALL WF IS HEM —FIR �2 GRADE LUMBER. 3. FOR WOOD FRAMED (WF) PANELS, THE TABLE VALUE MAY BE INCREASED BY THE FOLLOWING • FACTORS: SNOW LOAD — 1.15 7 DAY UVE LOAD — 1.25 IMPACT LOAD — 2.00 PERMANENT LOAD — 0.90 4. ALL LOAD VALUES SHOWN ARE IN POUNDS PER SQUARE FOOT (PSF). • 5. 'TERIOR USE ONLY.. • 15,C9 f:7 F Miller - Gardner, inc.- f CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. SUITE 100. (503) 246.1250 PORTLAND, OR 97219 FAX 246.1395 • AA of t3 . L, 2e.. ?'s -Mvrzkc +s •..TUKw; ;6.)- 1?-0+-1? Kra (f •�i1 F-c.� 1 -s qz LAn�� plruTic J Z it S �4 5 W I =Lq C�� +�o /z)(s)2 C, 13� C�rtecro>J I WZ (s) /0 27 /5"? Z? */1 (seismic . kit= zLsj =zs, �Sr : L;Ve) r �s f .LI v- c.oAD • C q t_s laz++., U1ceu■ c;n4 Ghoi7$ -r=te Wi = ZS,W( Yvl; oz-,S zs) _ Fri T= 4,r , E hrl v= 'i(Ze.) C mC = C;'*/�,/ CAMS P� - .5o g too ti . t _ (tz`Lte;) 'i = ..ISo .. - :a1 III /I Z534/t — ....ZS(a /) _ , X 13 ... ZO 0)(4,) i-. O(,` -i + 5 >(4.s$Z(° a$ C"' ILI,I 1 IL t o!�-✓ Miller - Gardner, Inc.'e CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. SUITE 100 (503) 246.1250 PORTLAND, OR 97219 FAX 246.1395 G..a LP Iy1A2k-f - c N c: , �oN. Q ... 1<14C.t M'FU... 71:7g%a f -5 _9.3 ... CA-) 411 ZS () (Ib) Z✓-bo r MR. Stio)( ,60') + IoC1o)Cs)O = cpszs holes Abww Reef D Mor = tb� 4Zs Ijl- . Me. = 1o(5)(2,5)(t,z .) SC3,�'7)i►,s� Cz,e- • = I, 5� ? 1,so okv 4 zC 214.E G . C.`1) ( 41-ne)4?c- 144 "4 -\;L4 ,' V/1,1'5 zbCL K 5'.'G P M orr - . 1136c,-) = 113b �- M2 VAdiz> 12€7o:1, gooF I, S o\c.✓ ,51h7 v Miller - Gardner, inc.. CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR 61.40. .. SUITE 100 . (503)246.1250 PORTLAND, OR 97219 FAX 248.1395 >?RP 1 s -613 KALT ROOF PANEL- MAXIMUM ' LOADS 0.032" ALUMINUM EACH ' FACE CLEAR SPAN PANEL TYPE 0' -0" 9' -0" 10' -O" 11' -0" 12' -0" 13' -0" 14' -0" 15' -0" 16' -0" 17' -0" 18' -0" 19' -0" 20' -0" 21' -0" 22' -0" 59 43 '33 25 20 SEE NOTE 5 3 1/2" WF URETHANE 117 82 15 12 10 3 1/2" KK URETHANE 102 71 51 38 28 22 SEE NOTE 5 - 17 13 10 bE KK URETHANE 122 90 65 48 36 28 2 22 SEE NOTE J - 17 1 -14 11 5 1/2" WF URETHANE' 188 165 148. 118 90 70 56 44 36 29 24 SEE NOTE 5 20 17 14 12 • 5 1/2" NE URETHANE .. 170 151 120 95 73 56 45 36 29 24 20 SEE NOTE 5 16 13 11 3 1 /2 "WF. .: FIBERGLASS (3) STUDS - {4) STUDS 21 13 13 8 (5 STUDS (4) STUDS 4 5 1/2" WF • FIBERGLASS 80 .66 47 34. 25 19 14 10 12 9 3 1/2" WF STYRENE 88 78 59 44 33 '25 20 SEE NOTE 5 . 16 12 ID 5 1/2" WF STYRENE ' 145 129 116 105 91 71 56. 45 36 30 25 20 SEE NOTE 5__,,, 12 17 14 NOTE: 1. LOADS LIMITED BY DEFLECTION (L/240), SHEAR, MOMENT, OR BOND STRENGTH 2. LOAD VALUES FOR WOOD FRAME (WF) WALL PANELS ARE ALLOWABLE SUPERIMPOSED LOADING OF 10 YEAR DURATION. ACTUAL PANEL DEAD LOAD HAS BEEN ALREADY DEDUCTED FROM THESE TABLES. ALL WF IS HEM -FIR 02 GRADE LUMBER. 3. FOR WOOD FRAMED (WF) PANELS, THE TABLE VALUE MAY DE INCREASED BY THE FOLLOWING - FACTORS: ,. SNOW LOAD - 1.15 7 DAY LIVE LOAD - 1.25 IMPACT LOAD - 2.00 PERMANENT LOAD - 0.90 4. ALL LOAD VALUES SHOWN ARE IN POUNDS PER SQUARE FOOT (PSF). t. 5. 'TERIOR USE ONLY. MiHer- Gardner, Inc. CONSULTING ENGINEERS AND ASSOCIATES 8570 S.W. BARBUR BLVD. - • - -- -- - • - SUITE 100. .... . _. (5031 246.1250 PORTLAND, OR 97219 , . ' FAX 246.1395 J ,$ bc Lfrzey`s ...MA>t -,... In:.:... -rat 4)1114) tti4 Zgk, --/CA/7' MFCC y 0P jq' DIRQc ri o,•..) t F c, WI = di1315(5)(1 !z,'. .:Z1;3 :.11 #/, WZ... .d1 v7sCs)(Z4 4: IZ >= Zsie-I*:- /I . .._ -I §iL .rr,,„N.. 1 ,_ Z1, 3 (3i) ;-- _ZS,gf (-a) = :1 szZ4 W 1- w Z r. 5 e:V) .. .A #f Krb-rw-L.1 3603"1 4- 2.6 1'1 ` ps F Iv S ps .. i'i 1N . . Live r..-c2.4 Cam . IN p1z-LGT1 or,.. DITZeu'Ioh1 . / VIaCcs .. W3 - (E:* r.z.>LS)( .1 9-0 I t3 -/1 17. en +,z)(s) 1 -V1S-) Z. *y, C-2>1141, z : 4'3,1- Lt + Z&L;) -= 1(9 S IA/ a= wLi = 50Z/1) ° 3044- / SE/A4 I'c, DtzecrioN z COt,-) r1LS D i rac:PO-N.) Z., M L.51-s _ X433 G. et, _— - z."Ii., T- .'. 2 7o .' 0)(//51) -. '7Zit 1... Cd. +;,-re 7Stt:1 r!.re..,+.5 Fes.. Z,S L 1'43 iv-L.,/ ZOGA, . 04/ .,rcws./b !2 "O.(-, IVO) # 85c.x.c-wS 5piterSi 4 : . _ ►q II1-‘ Miller- Gardner; Inc, f CONSULTING ENGINEERS AND ASSOCIATES Ma 9570 S.W. BARBUR BLVD. SUITE 100 . . .. (503) 240.1250 PORTLAND, OR 97219 FAX 246.1395 /34k:seo F g ...._ ..... _....... _. . 1-( / wi 11(A (,)i 1 POA t 09-93. /. 3o(z.rx%) Leuv.714 31s4. 181 = CZrrico‘) Sk s r 1\ — S\,e.„.At' :wall ' 14Iv psi ?Li lest al V =40Cz‘ = r 2qN = ! IG ZIS scxc,ws Aar zee o c , j a t+ l I3 X riz x 20 6A :w41 1 a: Mc,r ..1 s -C► • zoz FT Me = (S)Crz)C°,$)i,5 -1,z, -1-( Z∎50/0 (�,C(�� �; ! 44gO, FTC Fs =4_ z Zo52 klo aW .Pot & 'd 1 w4 // 0 Heir _ 5-4,6-21).= I vW4o Fr* MQ 56-0(zS)( /Z,s (0:9)(5)(/ c7) "s (°19 00 Icbq ? 1,s logmo. No Poib Lbr.L,v /Zeld 1 ono° Pr Mar= �oel) /Z) 33620 Ft MCC. = (.5)C1z')l ? >(30 4-(z.sX)(S)(7) 4. 6(.9r6 FS -- LP51 -93 7 r ze,gt s 3 X ,9 x .1 Z CA; s-n ->rp )/ I1-ii0'1 )1Z 110 :K lc.:. (Ca> .E/Vl f>!1'CQT., - 2•341II ) Miller- Gardner, Inc. 111® CONSULTING ENGINEERS AND ASSOCIATES N 9570 S.W. BARBUR BLVD. SUITE 100 (503) 248.1250 PORTLAND, OR 97219 FAX 246.1395 ,/c) a Lr4erzyi, MArzkc I►vL 153A . - ...__. Rte, F .. kAtr mr6 G1J�911 s -4 4 's . Nor_. 5 - 0z)= (,.' i r'- * M e = (4)(1Z- (31) (Y))(,\/?,') 3Z I v7 di p 17r 55= MAn_,,, — S I - its colt ✓ 1 �b Mme D).) 2c °,a Luctil M0r _ 6)c/.6 z' - 805 FT' " NQ = .6g1Z)((0,2S)11? -5 = ZSai pry Fs _ .3,0z-C> .c* J � 1\1 ha IP DowaS rpsrL q.I ps F-S bst- aca l- IN ac T rA . KALT ROOF PANEL MAXIMUM LOADS 24 GAUGE GA. STEEL EACH FACE / CLEAR SPAN PANEL TYPE 8' -0" 9' -0" 10' -0" 11' -0" 12' -0" 13' -0 14'-0"15'-0 16' -0" 17' -0" 18.-0" 19' -C" 20' -0" 21' -0" • 22' -0" 3 1/2" WF URETHANE 123 109 97 87 66 51 40 31 25 .20 SEE NOTE, 5 16 13 10 3 1/2' KK URETHANE 106 93 84 76 62 48 37 29 23 SEE NOTE 5 19 15 12 10 4" KK URETHANE 119 106 95 06 78 61 413 30 31 25 20 SE. NOTE 5 17 13 11 ;'41 34 20 24 5 1/2" WF URETHANE 105 164• 147 133 121 112 103 08 71 59 49 H ANNE E URETHANE U ET 168 149 134 121 111 102 94 79 64 52 43 36 30 25 22 9 3 1/2" WF FIBERGLASS ' (3) STUDS" "'(4) STUDS 21 13 13 8 • 5 1/2" WF FIBERGLASS (3 STUDS (4) STUDS 80 66 47. 34 25 19 14 10 12 9 31/Z ". .. WF STYRENE 97 85 76 69 63 51 40 31 SEE NOTE 5 25 20 16 13 10 5 1/2" STYRENE 144 127 114 103 94 87 80 74 69 59 49 41 34 29.. 24 NOTE: 1. LOADS UMITED BY DEFLECTION (L/240), SHEAR, MOMENT, OR BOND STRENGTH 2. LOAD VALUES FOR WOOD FRAME (WF) WALL PANELS ARE ALLOWABLE SUPERIMPOSED LOADING OF 10 YEAR DURATION. ACTUAL PANEL DEAD LOAD HAS BEEN ALREADY DEDUCTED FROM THESE TABLES. ALL WF IS HEM -FIR 12 GRADE LUMBER. 3. FOR WOOD FRAMED (WF) PANELS, THE TABLE VALUE MAY BE INCREASED BY THE FOLLOWING FACTORS: SNOW LOAD - 1.15 7 DAY UVE LOAD - 1.25 • . .... IMPACT LOAD - 2.00 • PERMANENT LOAD - 0.90 - • - 4. ALL LOAD VALUES SHOWN ARE IN POUNDS PER SQUARE FOOT (PSF), V - • 5. TERIOR USE ONLY. 1 - - %34)x j3 $' Miller - Gardner, inc. (41-12.415 ► r4rzi4 . 1i' t ruw1Ig� r� � CONSULTING ENGINEERS AND ASSOCIATES Ns ) cz.c7to P k, i r M r=U 9570 S.W. BARBUR BLVD, SUITE 100 (503) 246.1250 PORTLAND, OR 97219 FAX 246.1395 )7oF. w = 15 (Z5)02) - I M I art( Za,9gh 1vc�l(.o r=r-t (,4 lb) V= l (ZoZS) = x-10 _ ..: �7RAj� ` 0, CA2R -Lf 1Z t,,v PP,T4 e,I Tr G hcc,lc LbADIWCa ,ckr Jo'1Jr 1 a (Lp (IZ) _ Ks; L.: 2�, (� K 5; (b.:4Cz> (, ZS)(Z> ( ;) l%o c/ iN (36 (G41) = Zg2 Cc.AMp /mot, PC72Ce F-orL. F're:4c ica. = ~15(ns. = s cow 13c2sa 405(3) g)a) C (5134 `r)Jn) c.: er slsr � (PS * r�Ca ► Z.'r3Z, ci c{CL °I4i C9 e'z Olt 3Ztil ivrt,r .•? 3244I Z • Use . g .' X Zu'I x Zy CAA SrrLA -r> tas\er- r Zy'D,c .w )/(3)( Gal iu zx4 it6411- i, ;ll),z. 2o,� e6q) �;g610.k;rs l9ud ,Caz 41 �-v cI'1vm ` 'i94�1�s. Miller- Gardner, Inc. 04 CONSULTING ENGINEERS AND ASSOCIATES MS 9570 S.W. BARBUR BLVD. - - SUITE 100 ... .. . .. (603) 246.1250 PORTLAND. OR 97210 FAX 246.1395 Z j 3T?__ V.1°'° £ ,4R y , • Mi4r' 5.. 7"u ,ewr pi ;. wA- • PRA ... -5 -q3 IC. rbi She1«r W L-1/4 121q4 7 _ .J 12''.148 1Zn gt{ V 3C5S(z1 s> . 910 Pv 91° UZs (dc.)) lois ps; ` 1L1,4'(- O'-.J ck. VIZPtirNit.). F)Atsx+ Gggo(1) + 91oC Lis >e /L' 1I co- _ TZz.- 3cbeb(5 /0 = 61,-704. .31.7" 7I4 -xe 1r) 1,06‘ 1111z psi (IS Fs: 2rc y H i Fi,e W- z ova P.T7e. ID1're aiOti ) SEi sivti L wI =- O,)"'S151"Ir1(.5)4. Ius)] p►Z 1-lo,., W c ►L��S)= 3v1+4 ZO.{� /l 5 Ip 5F' 11.., LAve Whfl Go LS T-3\(L } cy, , ( D Irzcc Niav z W 0,13 5 CSC,Cs> + ii-Cs -14-/, psc r", >J viz, - i2 Cs> Zo 4tit !✓ s wt. CL . Cor.i me, LS 1> IY' -3 -t. d^! Z ....... .. . zJ� .: �� _ :� 1451 .�=. Z�J 145 oI[,✓ _ .._ . . ozU - -- Sp(jce- Skid - Zig - -Ilv ...2.,5 Lb); e7 Ar...SeV4 -e LA-ruzY1S MA =rko.f • _ .... X�� 922- M Rep I-67-93 Miller - Gardner,- Inc. CONSULTING ENGINEERS AND ASSOCIATES SUITE 100 (503) 246.1250 PORTLAND, OR 97219 FAX 246.1395 9570 S.W. BARBUR MVO. e6r LAU•)lS wa eAc a0CCZ) Z544(./v) _ Pica Z - 2s(5 (0/1) = f 3 . 41("/v) = 4 do 44 4`7()%� (too CKiiilat, _Sheer JQ4w:j( uqtl Hut. = nool\ -0 _ 6,0 Iii p FT M = (5)(1z) Ct-7)C$,$) -I- (s .(s)C1, -1.-Lca, 44 pi- F-5 = i-zca�#u C64vv /02Vl)C��� 1,1/4.:.1 l 3 1,sys z 1, s ►J fl —0U> i>bv., y \\11vT 2i ( z7 = ZZCo., FT4 M 2 = L !I n+ 4 (-1)(y.t.: J (7-0 00, S> CA l v- .;1u gelid c•■11 q Mar -= 73s(111)C1z:= 63 411 10_ ',. g- - 4(ti) +.4(17X03(ti,$)C\i,$)CY -6 4- (51� C+ :71)(1/7--) (4) - 4 Y30 `b cDS I .fir 0-10-1 tcs, :_ MUler- Gardner, Inc. CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. - SUITE 100 (503) 246.1250 PORTLAND, OR 97219 FAX 246.1395 ac) 64\x(,X T() IGc;slt A.'. ._ . Zo oc' q (- 0" ` PPt■ Ar OPe&JNinv(� IA) z' � S� �" 6 (s) Mr- ? 5 (.0)7- - V. r) r'r' V = r13 (' %Z'5 . 40 1 4# 4o' 3 ('nqM� * /CALM G (3).. G4m s pat. 49'0 .4 1 2e4G,4 x t X21' s7v'i 2 Co/v7; 77,P% l2.c,7 i zil r �q 7 . z t i � _; z3q C14) • - s1 SAY v Z. S L �s ��>; p�ua;l SpgN �,1I ,,,,> -Is f F rig 4t, •...,.Lill•,• l 5psP- G ?,nn�s,a✓ c "ate KALT ROOF PANEL MAXIMUfv LOADS 24 GAUGE GA. STEEL EACH FACE ✓ CLEAR SPAN PANEL TYPE 8' -0" 9' -0" 1010' -0" 11' —O" 12'-0"13'-0"14•'-0"15'-0"16'-0"17'-0 " 8' -0" 19' —O" 20' -0" 21' -0" 22' -0" t SEE NOTE 5 3 1/2" WF URETHANE 123 109 97 87 86 51 . 40 31 25 .20 16 13 10 3 1/2" KK URETHANE 106 93 84 76 62 48 37 29 23 SEE NOTE 5 —19 15 12 Ep 10 NOTE 5 4" KK URETHANE 119 106 95 86 78 61 48 .38 31 25 20 17 13 11 5 i URETH1H ANE E 185 164• 147 133 121 112 103 88 71 59 49 41 34 29 24 1/2" KK URETHANE U RETHANNE E 168 149 134 121 111 102 94 79 64 52 43 36 30 25 22 3 1/2" WF s FIBERGLASS (3) STUDS (4) STUDS 21 13 13 8 • 5 1/2" WF FIBERGLASS (3 STUDS T1) STUBS 80 66 47 34 25 19 14 10 12 9 3 1/2" WF STYRENE 97 05 76 69 63. 51. 40 31 SEE NOTE 5 25 20 16 13 10 5 1 /2 .. . STYREE NE E 144 127 ... 114 103 94 87 80 74 69 59 49 41 34 29 24 NOTE: 1. LOADS UMITED BY DEFLECTION (1/240), SHEAR, MOMENT, OR. BOND STRENGTH . .. . 2. LOAD VALUES FOR WOOD FRAME (WF) WALL PANELS ARE ALLOWABLE SUPERIMPOSED LOADING OF 10 YEAR DURATION. . ACTUAL PANEL DEAD LOAD HAS BEEN ALREADY DEDUCTED FROM THESE TABLES. AU. WF IS HEM -FIR /2 GRADE LUMBER. 3, FOR WOOD FRAMED (WF) PANELS, THE TABLE VALUE MAY BE INCREASED BY THE FOLLOWING FACTORS: SNOW LOAD ` _ •— 1.15 _ 7 DAY UVE LOAD — 1.25 X .? Orr _. N� - w!• - � .. IMPACT LOAD 2.00 , Miller-Gardn P NT 0.90 (•,J4r2Q2 S M A-a{ pp�� A Id I i nen !b.1 S� UNDS PER SQUARE FOOT (PSF . CONSULTINGENAINBER1991W0E ASSOCIATES 1, i (.C: -wi 1IA-) 014 0570 S.W. BARBUR BLVD SUITE 100 (503) 248.1250 PORTLAND, OR 07218 FAX 248.1395 (v4315i a( 4;. goN l: 4/1 /r Alp C, PIM 1/7/93 z/ col;_ .2`t VPLANGe r� a41`v+4NS P� ReAcnv�., P= cohiM4v Z75 &7 .(lfr> f 5(6,)7 (//) = l5 " r (,z (-Tr" _ Illy q'ZO2- /r....1 Z Lvplo E, - mz1.3(3(-0) z4 � z 7DiQet -tio,) Z o, 1c1c.'�3�� - 9 r4 = . czi ILsi L ' 1712- k.S', ' 3 v 1(3l0) _ 16, t-I C,t c14. ni&ec_%17 °I . C SEYsr✓6c w, 5(' %� �z�� �, ='� s r..I ve' Psi <aNrra..s l /2erZ wZ . { Q X&) ;- (s)b.,)]c, t 5r1S t Z .............. ........................... . c ,1PN�r?wi : C►) ea- Reefed Miller- Gardner, Inc. CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. - - SUITE 100 (503) 246 -1250 PORTLAND, OR 97219 FAX 246-1395 ):><8 L42e(1 ivt2i7 --rLAKwiIiA 'JA J rZoN F' kAii- MFCa .9t41 //7/4/3 �l� o .DI4 e 1-12'la-r, Vvt , , F r' �, 1^ ZS_ 4 £Z> — '/ = Z�cr7 � Z2s � - Z .s - ct 00.64 rjr weir 2e (4677vWC#j C # /1- (25)(f)- 1WW 143,---7 . 671:W1 CzS-)C = /Ulu -A i v = /cji ,g (25)(q) - Z2s44 ; a = ZQ #/1 ti CZ>Cq) = zz5 : zee/ r"Ivr = ..IoCIOX la) 1o(X Pr-Pc Hz . `(4)(0 + /0C)� (I 0)(5 %).= Fs /acv 01 ZzsCILD = zz Pr-f# Y'-k =. S(Io) C�)t4� +- z,'is `��1fz�Z� +ldCS��I�i� `3 2470. key's /-/ L awn:1 C-- , alloy �r 4/10 kw.; k P1-14.11,1 Miller- Gardner, Inc. di CONSULTING ENGINEERS AND ASSOCIATES Mi 9570 S.W. BARBUR BLVD. SUITE 100. (503) 248.1250 PORTLAND, OR 97219 FAX 246.1395 rte: ::'0 4,-7-'0 ... :... :: L .9/egy .4,4 yr, .ef -KAL I F UUF PANEL LUAUS . 24 UGE GA. STEEL EACH FACE-° CLEAR SPAN PANEL TYPE 8' -0 9' -0" 10' -0" 11' -0" . 1 2' -0" 13' -0" 14' -0" 15' -0" 16' -0" 17' -0" 18' -0" 19' -0" 20' -0" 21' -0" 22' -0" 3 1/2" WF 123 109 97 87 66 51 40 31 25 20 . SEE NOTE 5 16 13 10 3 1/2" KK URETHANE 106 93 84 76 62 48 37 29 23 SEE NOTE 5 .. 19 15 12 10 4" KK URETHANE • 119 108 '95 86 78 61 48 38 31 25 • 20 SEE NOTE 17 13 11 5 URETH 1/2" ANE WF 185 164• 147 133 121 112 103 88 71 59 49 41 , 34 29 24 5 1/2" KK URETHANE 168 149 134 121 111 102 94 79 64 52 43 36 30 25 22, 4 3 1/2" lYF • FIBERGLASS (3) STUDS (4) STUDS 21 • 13 13 . 8 • 5 1 /2' WF FIBERGLASS (3 STUDS (4) STUDS 80 66 47 34 25 19 14 10 12. 9 3 1/2" WF ' ' STYRENE ` 97 85 76 69 63 51 40 31 SEE ROTE 5 25 20 16 13' .• 10 5 1/2E WF STYRENE 144 127 114 103 94 87 80 74 69 59 49 41 34 29 24 NOTE: 1. LOADS UMITED BY DEFLECTION (1/240), SHEAR, MOMENT, OR BOND STRENGTH 2. LOAD VALUES FOR WOOD FRAME (WF) WALL. PANELS ARE ALLOWABLE SUPERIMPOSED LOADING OF 10. YEAR DURAT10N. ACTUAL PANEL DEAD LOAD HAS BEEN ALREADY DEDUCTED FROM THESE TABLES. ALL WF IS HEM -FIR #2 GRADE LUMBER. 3. FOR WOOD FRAMED (WF) PANELS, THE TABLE VALUE MAY BE INCREASED BY THE FOLLOWING FACTORS: SNOW LOAD - 1.15 7 DAY UVE LOAD - 1.25 IMPACT LOAD - 2,00 PERMANENT LOAD - 0.90 4. ALL LOAD VALUES SHOWN ARE IN POUNDS PER SQUARE FOOT (PSF). 5. TERIOR USE ONLY. �S ✓ .G / Z 3 �sF 3t/z" /(JAG %%o /e w/ Miller - Gardner, Inc. CONSULTING ENGINEERS AND ASSOCIATES 9570 S.W. BARBUR BLVD. • • _ SUITE 100 .(503)240.1250 PORTLAND, OR 97219 FAX 248.1395 CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B93 -0010 Status: PENDING Keyword: UACT Tenant: Address User: 1677 '�s�MPi12K� 01/26/93 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 004000 -0115 Owner: SUPERMARKET DEVELOPMENT INC Validated By: SAO Plan Ck Approved: / / Status: PENDING Applied: 1/14/1993 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Nature of Work: INSTALLATION WALKIN,COOLERS<ANDJFREEZERS.; Location: ;,.. Category: ACOM (N= NEW /A =ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: Gas /Elec: Census Code: 437 # of Units: # of Bldgs: 1 Pub Own:N. Streams: Slope: N Wetlands: Water:N /A Sewer:N /A Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 56,570.00 Fire Protect:SPRINKLERS Type Const: Type Occ:0023 STORE UBC Edition: 1991 Occupant Load:N /C Occupancy Grp:B -2 F7 =Update, F2= Previous Line, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B93 -0010 User: 1677 01/26/93 BUILDING PERMIT Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Assigned 01/15/93 01/26/93 .. /.. /.. 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S .553 RECENED (MU TUKVIIA JAN t 4 3,993 PERMIT CENTER r 4 • FOOD SERVICE DESIGN inc. 42O 1,4.8th NE •Y:`LEVUE, WA 98007 206- 481 -0728 cevangs rends ngs speotcabons and the =newts ernbod.ed Antral the► axAcnt.s ore the cmgxral unpublened work al Food Sconce Oeargn 'rc and may rot be trawl, ascbsed or dupacated whether the Rrayec1 for *h•tfi they were produced Is et etcuted co not. unleri* 0t1 enwie agreed upon Through vw,nan contract by Food Stenos Onrgn Inc. Any allots 6R olguaates +arn3lor oRK004I'% n iheae bammas slid! 0e reported to Food Senn Design Inc lac avrestro• prim to star of ery cork or manutaclbnnq Unless tuense I/ ettpulated by vendee CcrtUed no addltwnel atiowancett me be made kr; N1y owner. convector An4/ar manutatdwat dw to the aromas stated Panne Food Sown ()awn Inc et a t per3etaet an food service layout rgc.pmax Oesgn eV enforce asr pr% itfld dctee not purport tre ail engineer • DRAWN1 CHECKED SCALE 1/e = DATE 4-20- 92 PROJECT STORE #1 ADDRESS PACIFIC HI SHWA'.' 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AIR SPACE (TYP. 4 FREEZERS) DOOR TO CURB RELATION (PREFERRED) FREEZER WALL PANEL (BY KALT) �. -- 2X4 PRESSURE TREATED (BY KALT) 3 1/2" COMM:. It. CAP (NOT BY KALT) - 6" BOARDSTOCK URE. FREEZER WALL PANEL. (BY KALT) 2X4 PRESSURE TREATED----„,... (BY KALT) 3 1/2" CONCRE, It. CAP (NOT BY KALT) 6' BOARDSTOCK URE.--, S10NAL / VAPOR BARRIER 2 1/2/ 3" ° • (BY KALT) 1 1/2 FREEZER ..CURB SECTION VAPOR BARRIF_ (BY KALT) SOLD TO:; ilge MAKE i S TO/CV/IL/ A . WA . SHIP TO: L.: ^M2Y's f T-1ZWALLA,w.�t, DRAWING NUMBER 92 FREEZER CURB SECTION BUILDING., WALL LA/ I GALE THIS DRAWING FORM ODD•T134 1 1IIIII1I1 Ii1I IIil 0 16THS INCH 1 !`' < 6Z se IIIIIIIIIiLIIIIII l'IIIiII,1.1lil!I11Hf% 2 r 3 r . t LZ 93 SZ +iz t ez ... zz IIIIIIIiIf�lli'�1IIIiII',iil` iiij I(IIILILILI I(I III,IIII$i, I+ f�a ! 4 _ 5 6 7 NO0: If the microfilmed document is less clear than this i - ui L Q. "m,72r+ ro..�..,ass.tt.Yl a^E'.ax.E_ .. r... ♦JY. rA.Y:` notice, it is due to the quality of the original document. f17'_ AL . RE /.t C1 1,1 CI 71 11 -S /N IjI, I`I�.I�L.JIIfIIIIIIIIIIIIIIIIII 9 1 10 iIIIII,IIIIIII(IIIIII 11 MAOEINGERMANY 12 • ALL SIDES TYP. 37.3/8" 373/8" a. 3 CAMS PER JOINT TYP. 1 1 /2•X 1 1/2 ANC 24—GA. COdi11N000S, 8X3/4' P.H.S IA.S. 12°G.C. EACH LEG. 3 CAMS PER JOINT TYP. ROOF VIEW MAX. UNIFORM LIVE LOAD; 10 LBS. PER SQ. FT. WAIU. PANEL 18, -0" (216 ") (4)18 (2)HLIT 1/4°X 1 1/2' KW OLT \. 3°X 3X4' 20 GA. WALL PANEL 37 3 /s" x 4 Vi 37 Ws" x 4 1/18 a 0 0o tat PSG 1913Aer x41he" ELEVATION * *COOLER ** SU GGESTED BTU LOAD FOR_ ONLY --- 1 6, 21 1 BTU /HOUR (� 70 NO PRODUCT • LOAD INCLUDED. '., - L=. %,l i l- 19.r l'1 I i 1J I N J. • . 3 1/2" WF, NSF, CLASS 1 URETHANE, MARKET DE! I, COOLER W/O F1..00R J1Jj T e ii SIZE _ i FINISH: EXT./INT. OPTIONS . 1 52' 2 0 1 1 2 0 35" X 81" L/F 3" S.S. VERTICAL CLOSURE EXT. /INT. ANGLE HEATER CABLE & INFLT COVE BASE TRIM 0 ATTACHMENT, THERMOSTAT N0. DIAL: 2" SWITCH TYPE': - LOOSE cx MOUNTED STD 0 INT. WALLS. 126" GALV.-24—GA. SEE DETAIL SIDES: 0 FS• -6 MOUNTED o INCANDESCENT INT: GALV-24—GA. " EXP`•+ KICKPLATES 03DI,� LOUD IN/OUT ;fig,+ S. KZO ©- VvAS,1 /4, ��' ,. .f4, • G lr �R,Ft,- -.. CV`s ES: "A'✓i nx FLUORESCENT Q ROOF VIEW MAX. UNIFORM LIVE LOAD; 10 LBS. PER SQ. FT. WAIU. PANEL 18, -0" (216 ") (4)18 (2)HLIT 1/4°X 1 1/2' KW OLT \. 3°X 3X4' 20 GA. WALL PANEL 37 3 /s" x 4 Vi 37 Ws" x 4 1/18 a 0 0o tat PSG 1913Aer x41he" ELEVATION * *COOLER ** SU GGESTED BTU LOAD FOR_ ONLY --- 1 6, 21 1 BTU /HOUR (� 70 NO PRODUCT • LOAD INCLUDED. '., - L=. %,l i l- 19.r l'1 I i 1J I N J. • . 3 1/2" WF, NSF, CLASS 1 URETHANE, MARKET DE! I, COOLER W/O F1..00R NO. DOORS . ALL. DOORS WITH INSIDE SAFETY RELEASE NO. SIZE TYPE HARDWARE FINISH: EXT./INT. OPTIONS . 1 52' 2 0 1 1 2 0 35" X 81" L/F 3" S.S. VERTICAL CLOSURE EXT. /INT. ANGLE HEATER CABLE & INFLT COVE BASE TRIM 0 ATTACHMENT, THERMOSTAT N0. DIAL: 2" SWITCH TYPE': - LOOSE cx MOUNTED STD 0 INT. WALLS. 126" GALV.-24—GA. SEE DETAIL SIDES: 0 FS• -6 MOUNTED o INCANDESCENT INT: GALV-24—GA. " EXP`•+ KICKPLATES 03DI,� LOUD IN/OUT ;fig,+ S. KZO ©- VvAS,1 /4, ��' ,. .f4, • G lr �R,Ft,- -.. CV`s ES: "A'✓i nx FLUORESCENT Q TNERMOAt1u <, MOUNTED PILOT LIGI -ET(S) & VAPOR PROOF LIGHT(S) HEATED AIR VENT, FINISH: EXTERIOR EXPOSED: GALV- 24 --GA. INTERIOR: GALV -2 -GA. 3IkIr CIACC11. ' _ .... _ . _ Ele rorro V PLAN VIEW NOTE: FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BEi E AND LEVEL WITHIN 3/18" OR EY. iRA INSTALLATION FEES w1LL BE REQUIRED. 10 ALT MFG A MINIMUM CONDENSATION VENTILATION SPACE OF 2" IS REQUIRED BETWEEN ALL SOLID WALL, & CEILING SURFACES AND KALT UNITS. SOLD TO: LLSAEAARRTTLRRYYE , S S W A. M 1 A RKETS SCSA " -0TUKY1L" .A, DRWAVN A. BY: # PANELS: CHECKED .BY RO k P DRAWING NUMBER P.O. BOX 13420 PORTLAND, OREGON 97213 PHONE (503) 288 -7311 DO NOT SCALE THIS DRAWING PERIMETER: REVISED CUSTOMER APPROVAL TUR DATE REVISED REVISED 52' APPROVED BY: C- -7879- -8--93 Box 8 OF SHT i OF 1 DATE 01 06 93 I111It 1hIh1IIh1IIIIIIt1uItltltllllltltIhthIhIhIhI l 0 167/-3 INCH 1 2 tr 3 '!i!j1 11 (I III III 11t 1 h1h l ILt ,ft, I tI ,f I tIl I It' 'II I t t I! Il1 'II 1 L I1I! 1 It I III I� 1 IIi IIII I tII 1 ICI 1I 0 I1 I1 1I i 1 I 11'' MADEIIIGERM.4m 12 1 NOTE: If the inicrofiiiaed document is less clear than this ,I notice, it is due to the quality of the priginal document. • ,11." .Tr".4 • : "B" SPACER PAD AT WALK-IN WALL, LAG TO ROOF, AND BOLT TO BEAM. 2 - 3/8" X 1 1/2 J429 G5 BOLTS 3/8...x 1 1/2" J429 G5 BOLTS IHROUGH CHANNELS AT ROOF HANGERS. • 0 16 THS INCH 6" SPACER FOOT. (ADJUST TO SNUG FIT BETWEEN BEAM AND ROOF.) 47" MAX. O.C. ALT. SIDES. NOTE: BREAK HANGER SUPPORT OVER AND UNDER FOR SECURING ROOF PANELS. 41111111.011 HANGER SUPPORT 23 1/2" MAX. O.C. - BACK TO BACK CHANNEL 7 3/8" X 1 1/2" J429 05 BOLTS SPACER PAD AT END • Roor HANGER STRAP (BETWEEN CHANNELS) WALK-IN ROOF ROOF LAG (THROUGH HOLES IN "B" PAD) • BACKING REQ'D ON K.K. PANELS SPACER PAD / WALK-IN ROOF 16d NAILS (3 REQ'D PER HANGER) TYPICAL SECTION THROUGH ROOF HANGER HANGER SUPPORT SPACER PAD • ISOMETRIC VIEW - HANGER SUPPORT 24 GA. GALV. \I\10 all3/ A? 1 IA 2' 9 199' 16d NAILS EXTERIOR ROOF SUP ORT ROOF PANEL NOTE: FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BE TRUE AND LEVEL WITHIN 3/18" OR EXTRA INSTAUATION FEES WILL BE REQUIRED. K SOLD 10:1 ARRY3 MAgK...-T- TOKW111A , IA/A. SHIP TO: LARCZ_Y!_S # 1 DRAM B•': ISOMETRIC VIEW ROOF PANEL SUPPORT A MINIMUM CONDENSATION VE:NTILATION SPACE OF 2. Is REQUIRED BETWEEN ALL SOLID WAU. k CEIUNG SURFACES AND KALT UNITS. PANELS: CHECKED BY: PERIMETER: DRAWING NUMBER -)8 7c/ - 6 - 9 2. APPROVED B'i DO NOT SCALE THIS DRAWING Box Co OF Sig _3 OF 3 DATE I 1.- - 2. rooF-t • ItIIIIIIIIIIIIIIlIIiIIIIJIIIJIIIlIIIIlIIi 2 1r 1 :=-=','!„z.'4 ---4,:'---.•.... -;......--1.- ...-6,,,-., ,,,, ---:-.,.- --.--;.• , ---'-' ,,:-.-,2'-', i::,4 7....„:„........-.,,,,,,, smillur lulpigliTITITuluipi HipITIIIIIIIIITITI Ilt4A1-14 APIIIIIIIIIIIIIIIIIIIIIIIIIIHIwpigiol , 3' . . 4 .,.___ 7 9 t 10 11 .A0ENGERuAw 12 t NOTE: If the microfilmed document is less clear than this i • • i notice. it is due to 'tho nualitv of tha aw.4ainAi dnf.mmant. t S Alit 'Os _J • •77MM4JNOPfflfa•M,NI•1•SMIIMIO1lMrkCmmm.VIISXIM....111M11M1O, 1 1/rx11/2.' ANctE CON11NUOUS. •IX3/4' P.H.S. LS. 12°O.C. MGM LEO. co a co 8e ,attalitg .{1^4444.11.1kA&W 2 CAMS TYP. CONSTRUCTION NOTE: CUT ROOFS DOWN 0 JOB SITE TO ACCOMMODATE NEW COFIGURATION. ROOF VIEUY MAX. UNIFORM LIVE LOAD; 10 LBS. PER SQ. FT. (4)¢8 (2)Kt2,11 1h4xi1/2* KVAX801T 1 1/2°X 1 1/2°X 4°X 20 GA. ANGLE WALL PANEL- 5 Vie 13 Ma" x 5 vie ' # • 1-r- a 1 • 6....#3 to Il i I P co\ 13 5Aa" ...I 5 Me" x 5 Ill en KITCHEN COOLER 0 R-126 5 vie x 5 Vie 3613m- A 361311e" PSPL S L. 1,41M PLAN VFW .• • •„. FORM #DD-1B3 „;,•-•';',•...•""'"."':•" • ". • • • • • • • --a,...-•;40S, - r".• 41•112.1■1•■••111.101:11•1•1111, 4 CAMS TYP. 23 5/8 23 5./a L0 0 clAgTD 44q1 1119. PERMIT CENTER 21628 treGISTEC sioNta.:04 NOTE: FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BE TRUE AND LEVEL WITHIN 3/16" OR EXTRA INSTALLATION FEES WILL BE REQUIRED. A MINIMUM CONDM SATI ON VENTILATION SPACE OF 2" IS REQUIRED BETWEEN ALL SOLID WALL & CEILING SURFACES AND KALT UNITS. DO NOT SCALE THIS DRAWING ELEVATION 7110 in 011.0 001. 0.0 0 00 MY 0,[1.7.f.■ 0 NM 11000,010 001001101101.. EXISTING PANELS ON JOB SITE NEW PANELS TO ACCOMMODATE NEW LAYOUT **COOLER** pl_auf2ESIEn jani_LoAD FOR ROOM ONLY-- 12,420 BTU/HOUR © 7(11,2' NO PRODUCT LOAD INCLUDED. SPECIFICATIONS: NO. NO. 4 1 1 2 •19■921.1•711•111•1211112.1.....11■117. EI130••••••■•110.1111011.611■11MMII• 3 1/2" WF, STD, CLASS 1 URETHANE, KITCHEN, COOLER -W/O FLOOR DOORS SIZE ALL DOORS ?1r1. INSIDE SAFETY RELEASE TYPE HARDWARE 35Dx 81" INFIT STD FINISH: EXT./INT. EXT: GALY--24—GA. OPTIONS 2-35" ALUM. D.P. INT: GALV-24—GA. KICKPLATES 18 GA. S.S LINERS PCS. GALV.-24—GA. VERTICAL CLOSURE TRIM CP 11'-2 11/16" (2—FLAT, 2—ANGLE) OPENING 0 36 ve x 47 3/8" FOR 2 23"x 36" ANTHONY R.I. DOORS BY KALT. SPL INT./EXT. ANGLE ATTACHMENT, SEE DETAIL. HEATER CABLE & 114ERMOSTAT NO. SIDES: -- THERMOMETER, MOUNTED DIAL: 2" PILOT UGHT(S) & SWITCH TYPE:. PS-6 CONCEALED CONDUIT VAPOR PROOF UGHT(S) LOOSE Dx MOUNTED INCANDESCENT oxFLUORESCENT HEATED AR van: MOUNTED FINISH: EXTERIOR EXPOSED: GALV-24—GA. EXTERIOR UNEXPOSED: CM Of TUKWILA NppROVED JAtil 9 1993 BUIL 11■ITERIOR: GALV-24—GA. ING DIVISION SOLD TO: LARRY'S MARKETSINC, TUKWILLA, WA. SHIP TO: LARRY'S TUKWILA, WA. 9AE 1T9"0 # PANELS: 7 PERIMETER: DRAWING NUMBER C-7879-1-92 WISED REVISED REVISE . , I V., .•" I 1111111111111111111111111 1111 11111.11111111111111 11111111 I 1111 III 1,141 111111111111 ••••.' • • • 6 1 10 NOTE: If the microfilmed document is less clear than this 1 • .• • notice, it is due to the quality of the coriginal document. 0 10 TIM INCH 1 2 -.;/- 3 4 3 h 7 111111111111111111111111101 -DE,N6E-- 12 •,..• • • , • 144" (2) 8 "X 8 "X 20 -GA. W/ (10) #8 P.H.S.M.S. EACH. (5) #8 SCREWS EACH S'DE OF JOINT EACH. • MIN, AIRSPACE VD BETWEEN LK -IN & ANY );G. WALL EXISTING —' +. BUILDING • : WALL ` 1E9 V>< 5 1/2" FREEZER WALL FASTEN ANGLE SCREED TO FIR 2X4 PRESSURE TREATED FiR 3 1/2" REINFORCED CONCRETE CAP (NOT BY. KALT) . 6" BOARDSTOCIC URETHANE INSULATION DOOR & FRAME- (BY KALT) REMOVED 2X8 WD IP. FOR DOOR THRESHOLD; GROUT AS REQ'D AFTER INSTALLATION. x11/2" FINISHED FLOOR 2'' 'J '` -t• 2:• Mgr 1 VAPOR BARRIER } / COMPACT GRAVEL BED DESIGN & CONSTRUCT) ON (PROVIDE GOOD DRAINAGE) OF SUB -GRADE & CONCRETE (NOT BY KALT) SUB -SLAB (NOT BY KALT). ROOF VIEW MAX. UNIFORM LIVE LOAD: 10 LBS. PER SQ. FT. *NOTE: DRAIN AND. VENT PIPES MtY BE REQUIRED DEPENDING ON SIZE, TEMPERATURE OF APPLICATION, AND LOCATION OF JOB SITE. BECAUSE INDIVIDUAL SITE CONDITIONS VARY, FLOOR REQUIREMENTS SHOULD BE REVIEWED BY AN ENGINEER FIMILIAR WITH THE SPECIFIC INSTALLATION. frs n 22 1We x 4 Vie" 12' -0" (1447 23" DM 0 e0 ALL SIDES TYP. 3 CAMS TYP. PER JOINT. I __ DOORS ALL DOORS W.TH INSIDE SAFETY RELEASE ____- L SIZE TYPE 1 1-i D 1 ALL SIDES TYP. 3 CAMS TYP. PER JOINT. ELEVATION 291%1e 23" x 6 Me" SPL"TEE" ❑ N I __ DOORS ALL DOORS W.TH INSIDE SAFETY RELEASE ____- L SIZE TYPE 1 — 1 1i e w ELEVATION 291%1e 23" x 6 Me" SPL"TEE" ❑ N r BELOW GRADE ELEVATION CONSTRUCTION NOTE : DENOTES 5 1/21 FREEZER PANELS DENOTES 3 1/2" COOLER PANELS b M N * *FREEZER** NE SUGGFSIFD BTU I OAD FOR ROOM ON Y -- 13,562 R TU /HOUR R 80 % NO PRODUCT LOAD INCLUDED. * *COOLER ** NSF SUGGESTED BTU I OAD FOR ROOM ONLY -- 22,179 BTU /HOUR @ 70 % NO PRODUCT LOAD INCLUDED. N Z " "z cj 1m BAKERY FREEZER #8 -1 47" SILL NOTCH DETAIL SHOWS NOTCH REQ'D THERW00D 2X6FPLATE (SSEEMDETAIL (B) ABOVE) IS REMOVED AFTER CONCRETE CAP IS POURED. RiE REMOVED LEAVES A TRENCH FOR THE SILL AND HEATER CABLE. 34 3!e "❑ x6 Me" I SPL-TEE" J- 24 me x 6 Vie" 12' -a" (148 ") CAFE COOLER #R -1 ACKING IN WALL FENCE CHAIN UNK FENCE N N i0 N) i N LO ❑ BAKERY FREEZER 0 Q71 CippROVE 0 JA y9 '693 N1S101,1 6' -5 V2" (77 W ) j, t (50") 20 V2" 41 5/8* DM 13 LOIN rlt :reTtnnlc• 5 1/2" WV, NSF, CLASS 1 URETHANE, BAKERY, FREEZER COMBO W/O FLOOR 3 1/2" WF, NSF, CLASS 1 URETHANE, CAFE COOLER COMBO W/O FLOOR -_ — T_ I __ DOORS ALL DOORS W.TH INSIDE SAFETY RELEASE ____- o� SIZE TYPE 7 FINISH: EXT./INT. OPTIONS 1 1 1 3 1 116' 1 1 3 3 5 1 35" X 81" 1 INFIT 35" X 81" t INFIT 35" X 81" INFIT VERTICAL CLOSURE TRIM 0 VERTICAL (SPL ANGLE) CLOSURE L/F 3" S.S. COVE BASE AT CHAIN UNK FENCE 0 CAFE EXT./INT. ANGLE ATTACHMENT, HEATER CABLE & THERMOSTAT NO. THERMOMETER. MOUNTED DIAL• 2' PILOT UGHT(S) & SWITCH TYPE: 2 VAPOR PROOF LIGHT(S) — LOOSE HEATED AIR VENT, MOUNTED I. I ;;./6S,., p THROUGHOUT. •st• '''0 HIGH ) t.': f' / % A , 't';I' A 21628 r04,5S,7g1E0.E9 . SafGVAt` PS -6 CONCEALD S, • of F• UDRESCE TF FINISH: EXTERIOR EXPOSED: GALV- 24 -GA. INTERIOR: GALV- 24 - -GA. ncna"m•� ) I 4W I r BELOW GRADE ELEVATION CONSTRUCTION NOTE : DENOTES 5 1/21 FREEZER PANELS DENOTES 3 1/2" COOLER PANELS b M N * *FREEZER** NE SUGGFSIFD BTU I OAD FOR ROOM ON Y -- 13,562 R TU /HOUR R 80 % NO PRODUCT LOAD INCLUDED. * *COOLER ** NSF SUGGESTED BTU I OAD FOR ROOM ONLY -- 22,179 BTU /HOUR @ 70 % NO PRODUCT LOAD INCLUDED. N Z " "z cj 1m BAKERY FREEZER #8 -1 47" SILL NOTCH DETAIL SHOWS NOTCH REQ'D THERW00D 2X6FPLATE (SSEEMDETAIL (B) ABOVE) IS REMOVED AFTER CONCRETE CAP IS POURED. RiE REMOVED LEAVES A TRENCH FOR THE SILL AND HEATER CABLE. 34 3!e "❑ x6 Me" I SPL-TEE" J- 24 me x 6 Vie" 12' -a" (148 ") CAFE COOLER #R -1 ACKING IN WALL FENCE CHAIN UNK FENCE N N i0 N) i N LO ❑ BAKERY FREEZER 0 Q71 CippROVE 0 JA y9 '693 N1S101,1 6' -5 V2" (77 W ) j, t (50") 20 V2" 41 5/8* DM 13 LOIN rlt :reTtnnlc• 5 1/2" WV, NSF, CLASS 1 URETHANE, BAKERY, FREEZER COMBO W/O FLOOR 3 1/2" WF, NSF, CLASS 1 URETHANE, CAFE COOLER COMBO W/O FLOOR -_ — T_ NO. __ DOORS ALL DOORS W.TH INSIDE SAFETY RELEASE ____- W0. SIZE TYPE HARDWARE FINISH: EXT./INT. OPTIONS 1 1 1 3 1 116' 1 1 3 3 5 1 35" X 81" 1 INFIT 35" X 81" t INFIT 35" X 81" INFIT VERTICAL CLOSURE TRIM 0 VERTICAL (SPL ANGLE) CLOSURE L/F 3" S.S. COVE BASE AT CHAIN UNK FENCE 0 CAFE EXT./INT. ANGLE ATTACHMENT, HEATER CABLE & THERMOSTAT NO. THERMOMETER. MOUNTED DIAL• 2' PILOT UGHT(S) & SWITCH TYPE: 2 VAPOR PROOF LIGHT(S) — LOOSE HEATED AIR VENT, MOUNTED STD STD STD 126 ", GALV- 24 TRIM 0 126 ALL TNT. WALLS COOLER ( 8' -0" SEE DETAILS. SIDES: 4 3 -WAY, 1 SINGLE, UCUNTED ❑ INCANDESCENT EXT. 24 GA. GALV. 2 -1/8" ALUM. DIAMOND INT. 24 'GA. GALV. 1KICKPLATES 0 EACH EXT. 24 GA. GALV. DOOR, I. -INT, 1 -EXT. INT. 24 GA. GALV. #2 -B 18 GA. S.S. LINERS EXT. 24 GA. GALV. A EACH 000R JAMB. INT. 24 GA. GALV. -GA. FINISH. c ", GALV- 24 -GA. FINISH. q 1./ ;;./6S,., p THROUGHOUT. •st• '''0 HIGH ) t.': f' / % A , 't';I' A 21628 r04,5S,7g1E0.E9 . SafGVAt` PS -6 CONCEALD S, • of F• UDRESCE TF FINISH: EXTERIOR EXPOSED: GALV- 24 -GA. INTERIOR: GALV- 24 - -GA. ncna"m•� ) EXTERIOR UNEXPOSED: GALV- 24 -GA. 1E NOTE PIT SURFACE MUST BE TRUE & LEVEL • FLOAT BOTTOM LEVEL 0 9 3/4 PIT LAYOUT 12, -0" (144 ") PLAN VIEW 12' -5 V2 (149 Yt_" ) — SOLD TO: LARRY'S MARKET INC. TUKW111A. WA. SHIP TO: LARRY'S #1 TJKWILLA, WA. NOTE: SILL NOTCH DETAIL FOR DOOR 010 FLOORS AND SUB FLOORS OF INSTALLAT1ON SITES MUST BE TRUE AND LEVEL. WITHIN 3/16' OR EXTRA INSTALLATION FEES Wit BE REQUIRED. A MINIMUM CONDENSATION VENTILATION SPACE OF 2" IS REQUIRED BETWEEN ALL SOUD WALL & CEILING SURFACES AND KALT UNITS. DO NOT SCALE THIS DRAWING P.O. BOX 13420 PORTLAND. OREGON 97213 PHONE (503) 288 -7311 CUSTOMER APPROVAL SCALE: 1/4" : 1' -0" E PANELS: Arr4-11.113 PEA. r CENTER DRAWN BY: RON P. CHECKED BY: PERIMETER: 72' APPROVED BY (fl RE`ASED 12 -22 -92 RON F, REVISED DRAW:NC NUMBER D- 7879 -2 -92 51 ATUR ��� REVISED Box 2 s4T 1 OF 1 DATE t2/07/92 i FORM 000.785 �w.3:.?e^:.,'Y8. .'°".'-- r4 —w..y .. yin o•..+ : _...: i.. 3',�: . ,. ?`: liltIIIJII111111111111�11t�fli�111111t�11I�i1 1111(flltt�'I!t�F f,t (t1111111ti pito! IlijlltI 11111�111111lIIIII1111!II 1 I�tIIItij tl�lt�l •' �111�tit1�11�lllltlt�til�tlt�llt�tlt�tll�ll 0 .,„. "�" 1 ? 3 4 5 6 7 $" -- 9 10 11 12 NOTE: If the microfilmed document is less clear than this . i notice, it is due t0 the quality of the ariginal document. p� 6Z 8L LZ 9Z SZ :Z EL ZZ tZ 0z 6t 9t Lt 9t St £t ZI tt pt 6 8 L 9 S h E L 1iu1Iiiii 1111di111l11u111111111111n )Iu1111ni11111111111u11114t I11IJi111 11,1 llt ly.1� itii 111c11iil1ui111.11111t�l1l1llUl 1111111111ii111111111t�JiJJ 111111111p 11(111ii11ini1i11111nIlAi111 )111111 I ihl11 11 h111111 111111lu 111111111111IIIuh11111111 111111111 1111LIii1 " -_ fy Fy ''` { k �.rx+•�T�r [4Pf•^^�' >. -2n>. t373h , s t ar•w..xsn+rz,,+ c .f.GCiYti. �. sn» r:+: x:r: t a ''st t, 155273 t 3 CAMS PER JOINT TYP. 2 CAMS PER JOINT TYP. I *la hi ELEVATION ,..... --.. 7z_ 1 "a 93314,. t 77Ms" 1 �'�. O ____ � 168" 4 CAMS PER JOINT TYP. ', j N WALL PANEL CURB 4,- -3 ROWS OF (5)#j10 --12"X 8" 12 -GA, ANGLE PLATE "X 1 "X 12 -GA. FLAT WASHER —( 'j 1/2 "X 32:'HIL11 KWIKBOLT 2° tip WALL PANEL 6 3✓ie" x 6 3/1d° 074.14 CURB _42 1/2 )` 2 ---(4)#8 P.H.S.M.S. (1) 1, 1/41X 1 1/2" HILT! KWIKBOLT \3 "X 6" 20-GA. ANGLE STRAP 1 1/2 "X 1 1/2" ANGLE 24 —GA. CONTINUOUS. #8X3/4" P.H.S.M.S. 12 "O.C. EACH LEG. THESE DIMENSIONS MAY NEED TO BE VEAIFIED AT JOBSITE. PLEASE CONFIRM. 4 3/1e" x 4 3 /1e" 015.94 0 MAX. UNILBS I�PER SQ. FT. PRODUCE COOLER # PR-18 f''-4 We "" (76 3/e" rEl CM� C2:1 9 2913/16" 26 Ye 34 ?/e x 4 Vie" 72" 76" SPL. x 4 Vie" SPL. l V-8" p N V} 14' -0" __—_ j PLAN VIEW A N 74. ® CURB LAYOUT COOLER WALL PANEL (BY KALT) CURB (MOT BY KALT) MASHED FLOOR 8 1/21 I 9/1.• ` 2° AIR SPACE (TYP. a COOLERS) ti X • to • TYP. CL R. CURB SECTION © BUILDING WALL COOLER WALL PANEL (BY KALT) CURB (NOT BY KALT) 5 1/2" 3 9 /1e" COOLER WALL PANEL (BY KALT) CURB (NOT BY KALT) T 8° STEEL TROWEL FINISHED TOP (•) BUMPER CURB SECTION PRE-TAB ALT) PANEL BY CURB `(NOT BY KALT) CURB CHAMFER 1- FINISHED FLOOR BUILDING WALL "1 CURB OPENING p DOOR FRAME WIDTH + 1/2 SECTION "K"—"K" EXAMPLE CURB LAYOUT NOTE: THE BLANK DIMENSIONS SHOWN HERE MINI. BE PROVIDED FOR EACH WALK -IN 3 9/18 " STEEL TttOW0. FI{TYP.) Nl5HED TOP 72° WALL PANEL D00R PANEL 512E DOOR PLUG F e � DIMENSION (TYP.) Ts 1/2+ I DOOR CURB 5lZt: OPEN G CURB I'- FINIWED FLOOR TYPICAL COOLER CURB SECTION jCM OV ROMA APP 3Ar 9 I393 „N4 NOTE: N. Ni o FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BE TRUE AND LEVEL WITHIN 3/16" OR EXTRA INSTALLATION FEES WILL BE REQUIRED. * *COOLER ** NSFSUGQES NO PRODUCT LOAD INCLUDED. •l, 1=• A MINIMUM CONDENSATION VENTILATION SPACE OF 2" IS REQUIRED BETWEEN ALL SOLID WALL. & CEILING SURFACES AND KALT UNITS. DO NOT SCALE THIS DRAWING • • 35-- 47 1/2' 42 5 4 1/2' 80° ---- -• 72 1/2- DOOR TO CURB RELATION (PREFERRED) M ONLY -_ 30, 441 ill /HOUR ® 2 SPECIFICATIONS: 3 1/2" WF, NSF, CLASS 1 URETHANE, PRODUCE, COOLER W/ CURB NO. DOORS N0. SIZE 1 72 "X78" 0 1 7 ALL DOORS WITH INSIDE SAFETY RELEASE TYPE HARDWARE FINISH: EXT. /INT. DBLACT STD EXT. GRAY INT. GRAY 13' -0" VERTICAL CLOSURE TRIM ,GALV.- 24 —GA. FINISH. EXT. /INT. ANGLE ATTACHMENT, SEE DETAILS. HEATER CABLE & THERMOSTAT NO. SIDES: 0 THERMOMETER. MOUNTED DIAL: 2" PILOT UGHT(S) & SWATCH TYPE: PS -6 W /CONCEALD CONDUIT VAPOR ROOF UGHT(S) - LOOSE rX MOUNTED 0 INCANDESCENT tX HEATED AIR VENT, ?,MOUNTED FINISH: EXTERIOR EXPOSE[)' GALV-- 24 --GA. EXTERIOR UNEXPOSED: CALV- 24 -GA. OPTIONS DUTUS 72 x 84 HEAVY DUTY STEEL FRAME icr s �QQ q'tGis[ R % EXPIRES: FLUORESCENT • ■ RECEIVED CITY OF TLIKV INTERIOR: ,ALV- 24 —GA. �{, PERMIT C P.O. BOX 13420 PORTLAND, OREGON 97213 PHONE (503) 288 -7311 CUSTOMER APPROVAL NATO SOLD TO: LARRY'S MARKETS INC. TUKW ILLA, WA. SHIP TO: LARRY,S #1 TUKWILLA, WA. [...SCALE 1/4" 1' -0" ' DRAWN BY: RON P. 1 $ PANELS: -_ 40 CHECKED BY: tPERIME'tER: 1021 -6" I-APPROVW BY: REVISED 12- 22--92 RON P. REVISED 1 -6-93 RON P. REVISED 93 DRAWING NUMBER FORM 0 D•TB5 11111111111g! I 0 ib TI S INCH 1 2 1411' rL..�> r'1 II I{ I1I I.. 3 4 5 6 7 8 NOTE: if the iicrofil.taed document is less clear than this notice, it is the to the quality of the vaginal document. 1.. OC 6Z ee GE 92, SZ .0Z CZ ZZ L' OZ 6L 91 CA 91 91 aL ell El It Em, 6 6 6 9 S t e Z 1 rte C7 1111111111 lllllr{L}Ii ( 11111! l! II�IIII�III1111���111111ill lllll 11dll 1'.l 11�11111111111illiX11 h(;lil!liill'!l !lilJl!IIIIII! la.11d IIIIIIIIil11�IIi 111111lill I'll I II 1 I III I I ► MM ( 1 1 ! I 1 •1{ I 1 u►il� L , Jill t • il ll i!I I 11111111lIIIlillllilllllilll�il 1111111111IIIIII�IliIflflllllllllll !l 1111111 Ylllllillllllllllllllllliilllii Ta -�:- t +..• x. FORM #0D =T115 0 M • TY 14) rvonsanomennosloonnonmonoonmoola 1491b/ie" 2 CAMS PER JOINT 1 14915/nr . . . • . . . __ _ _ rr" 1 • •� • d . . • • • . • SIZE j TYPE • • 4 CAMS PER JOINT 1 OPTIONS r 1 .Lt. 111.111 • I . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . • • • • • . • . • . • . . .. • • . . . • 5. CAM PER JOINT • . 6' -0" (72 ") • . • • , • . 0. • • . �, 228" O O F VIEW MAX. UNIFORM LIVE LOAD; 10 LBS. PER SQ. FT. a a>, 0 N L4 37 % " vie 2615M" q 011 cn N 12' -2 Me" (146 7M) 33 5 /e" x 6 A/td' SPL "TEE' 25' -0" (300 ") 6'-4 3As " (76 ) N I • NIWLO ® I ( La! I 1Y z' a. I • a. z a ���I m I O � x ` MEAT COOLER #M--45 I 0* x 0 EB 3313/1e" X 6 Vie 0 47" DM ROOF PANFI COVE BASE 0 INT. FREEZER #G-135 0 4- I 72" 6*Q 7�4 191-0" (228 ") PLAN VIEW 4 CAMS PER JOINT 2 CAMS PER JOINT 72." HEADER . --r , . . . • . . . • . • • • . • • • •� • d . . • • • . • SIZE j TYPE • • ,,_e :,:.. . ,i 1 OPTIONS r 1 .Lt. f � a MOM,. *A 44 A.,..... A. .., WALL PANEL CURB 4 1" BELOW GRADE ELEVATION ft -'--- (4)18 (1) Z„ •$ 1 /4 "X -r-t/2: HILT' KVAKBOL T N3"x 6' 90-GA. ANGLE STRAP \ 1 1/2"X 1 1/2" ANGLE 24--GA. CONTINUOUS. 18X3/4" P.H.S.M.S. 12 "0.C. EACH LEG. WALL PANEL (4)#14 P.H.S.M.S.\ (1)HIL11 1/2 "X 31'i1KWIKBOLT 3 "X 3 "X 6" 12 GA. ANGLE k: ' ALL SIDES TYP. (4)/8 P.H.S.M.S. ))HILT1 1/4"X 1-4,4" KW1KBOLT 1 1/2'X 1 1/2 "X 4 "X 20 GA. \ ANGLE \ 2 CAMS PER JOINT 4 CAMS PER JOINT 2 CAMS PER JOINT 60" HEADER 4 CAMS PER JOINT WALL PANEL . •: • . • . rte, 6 WALL PANEL NOTE: or olio a Q11°N ,102- S 153 530 FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BE TRUE AND LEVEL WITHIN 3/16" OR EXTRA INSTALLATION FEES WILL REQUIRED USE EXISTING SMOKE HOUSE DOOR PLUG JOG SITE. ELEVATION * *COOLER ** SF SU NO PRODUCT LOAD INCLUDE * *FREEZER ** NSF SUGGEST .....B.TU LO .L NO PRODUCT LOAD INCLUDED. U LOAD FOR ROOM ONLY ---- 32,230 D. �OR ROOM ONLY ----�, 09 A MINIMUM CONDENSATION VENTILATION SPACE OF 2" IS REQUIRED BETWEEN ALL SOLID WALL. & CEILING SURFACES AND KALT UNITS. DO NOT SCALE THIS DRAWING BTU /HOUR ®70 7 BTU�HOU� l� 30 % • ...1 L. \.• 1 IL r1 1, V 1 Y J• COMBO 5 1/2" WF, NSF, CLASS 1 URETHANE, MEAT G --135, FREEZER W/O . . . • . . . Y . . . . . . NO. DOORS ALL DOORS WIN INSIDE SAFETY RELEASE NO. SIZE j TYPE HARDWARE FINISH: EXT./INT. 1 OPTIONS r Aale, r` ._.":- r . .• ' r 1 rXT: GALV- 24 —GA. Gg4v 24 —G EXT: GAI.V.- 21-GA. )� INT: GALV.-- 24 —GA. GRAY GRAY JOB SITE. STEEL (SEE SHT. 3 OF FINISH PROOF COVER, CONCEALED a( FLUORESCENT 1/8" ALUM. D.P. KICK- PLATES IN /OUT GA. S.S. �f2B LINERS HEAVY DU'rY FRAIV4E 72 "X84" 3) RECEIVED cry OF TUKWILA JAN 199 PERMIT CENTER CONDUIT. o FINISH: EkTERIOR EXPOSED' GALV- 24. -•GA. INTERIOR: GALV- 24 —`;A. WALL PANEL . •: • . • . rte, 6 WALL PANEL NOTE: or olio a Q11°N ,102- S 153 530 FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BE TRUE AND LEVEL WITHIN 3/16" OR EXTRA INSTALLATION FEES WILL REQUIRED USE EXISTING SMOKE HOUSE DOOR PLUG JOG SITE. ELEVATION * *COOLER ** SF SU NO PRODUCT LOAD INCLUDE * *FREEZER ** NSF SUGGEST .....B.TU LO .L NO PRODUCT LOAD INCLUDED. U LOAD FOR ROOM ONLY ---- 32,230 D. �OR ROOM ONLY ----�, 09 A MINIMUM CONDENSATION VENTILATION SPACE OF 2" IS REQUIRED BETWEEN ALL SOLID WALL. & CEILING SURFACES AND KALT UNITS. DO NOT SCALE THIS DRAWING BTU /HOUR ®70 7 BTU�HOU� l� 30 % • ...1 L. \.• 1 IL r1 1, V 1 Y J• COMBO 5 1/2" WF, NSF, CLASS 1 URETHANE, MEAT G --135, FREEZER W/O CURB FLOOR .• :•'•'.'•'•• :••••:-••.'2 NO. DOORS ALL DOORS WIN INSIDE SAFETY RELEASE NO. SIZE j TYPE HARDWARE FINISH: EXT./INT. 1 OPTIONS 1 1 1 1 1 120' 1 2 1 2 2 12 1 60" x82 1/2" 1 INF1T 48" x34" I FRAME ONLY 72" X 78" DBLACT EXISTING 48 "x 84" COOLER L/F 3" S.S. COVE BASE A 8" BACK /BACK "C" CHANNEL VERTICAL CLOSURE TRIM 0 EXT./ INT. ANGLE ATTACHMENT, HEATER CABLE & THERMOSTAT NC. THERMOMETER, MOUNTE.D DIAL: 2" PILOT LIGHT(S) & SWITCH TYPE: PS VAPOR PROOF LIGHT(S) - LOOSE 14 HEATED AIR VENT, MOUNTED STD STD STD DOOR PLUG 0 ROOF SUPPORT 13' GALV.- 24 -GA. SEE DETAILS. SIDES: 4 -6, 1 —W /WEATHER MOUN1ED o INCANDESCENT rXT: GALV- 24 —GA. Gg4v 24 —G EXT: GAI.V.- 21-GA. )� INT: GALV.-- 24 —GA. GRAY GRAY JOB SITE. STEEL (SEE SHT. 3 OF FINISH PROOF COVER, CONCEALED a( FLUORESCENT 1/8" ALUM. D.P. KICK- PLATES IN /OUT GA. S.S. �f2B LINERS HEAVY DU'rY FRAIV4E 72 "X84" 3) RECEIVED cry OF TUKWILA JAN 199 PERMIT CENTER CONDUIT. o FINISH: EkTERIOR EXPOSED' GALV- 24. -•GA. INTERIOR: GALV- 24 —`;A. XTxRIOR UNEXF'O U: GALV -24— GA, P.O. BOX 13420 PORTLAND, OREGON 87213 PHONE (503) 288 --7311 CUSTOMER APPROVAL (GNAT i1111111111111 )11.I1I!:j11,�11'` ICI III 1 �1�1� I iv 7 NOR: If thc� : :.micro>liraecic o6 _,. _e' _�<....__ __.. _.,_ ' ument is leas clam- than this notice, it is due to the quality of the original document. 06 63 8G LZ 9IIZ GZ hZ CZ ZIIZ lZ OZ Cpl 81 LI 9L 5l ht El Zl iiilLiillllllil�ll! lIIIIlIIHIIIiii�lillllilllliillllliljllllilill�� .1�Ul;l�lll;llll IIIILIHlI IillllIIIlIIIlllllillllHH. 11U!!! ldlllllllllllllllfl !IIIIIiIIIIIi1IIIII10111 ►11. 11111111l 1111111i1111111111111111111111i111111 9 i 10 11 MAfl UIOERUN1Y 12 �l 01• 6 8 L 9 S h E ZI l ww 0 iLIIIlillilllllll(�lil. lilt (L�lyilllllll(IIII11I1li11i 1' il) InJI�IIHlllllili .i�11111iilinllliliiil lllllllili111!iil SOLD TO: LARRY'S MARKET TUKWILLA, WA. SHIM' TO: LARRY'S #1 TUKWILLA, WA SCALE: 1 /4' # PANELS: PERIMETER: 165' -8" DRAM ELY: RON P. CHECKED BY: APPROVED BY: REVISED 12 -22 -92 RON P. REVISED 1-6 -93 RON P. REVISED DRAWING NUMBER D- 7879 -92 BOX 6 OF 7 SHT 1 OF 3 DATE 1,x/7/92 FORM IIDD•TeS '',1. •:�'�� j•. �f .!R1�.i!5!"lG*,iIRJ.Kf..f -��t, ..rltr M,::.V /1:;f . it, _. 25' —?,� (302 ") 7'....4 7,� (76 7h ") . COOLER M-45 CURB LAYOUT 9'--4 gAe• (112 Vie ) Mt e".7E925 P% 4 C r1a- a -.LL(' U° 1 #..J 18' -7" (223 ") FIT LAYOUT 111111111 1111111111111111 1 0 feTHSINCH 2 3 4 NOTE: If the notice, it is oc 6Z OG G2 9Z GIIZ hiiZ ' CZ Z(Z 11111 lul11111111111111111111111111111III fl !II!IMI11111111)I },1111.IfLll! +LII 1 .j r .C. 1 h•'. LZ OZ 61 , 2' MIN. AIRSPACE REQ'D BETWEEN WALK—IN & ANY BLDG. WALL • EXISTING a BUILDING ' WALL COOLER WALL PANEL (BY KALT) CURB (NOT BY KALT) 7 1 /2" 5 9/16" . • 0. •' • .0... • - STEEL TROWEL FINISHED TOP (TYP.) FINISHED FLOOR TYPICAL COOLER CURB SECTION 5 1/2" FREEZER WALL -- FASTEN ANGLE SCREED TO FIR _. 2X4 PRESSURE TREATED FIR 3 1/2" REINFORCED CONCRETE CAP (NOT BY KALT) 6" BOARDSTOCK URETHANE INSULATION - DOOR & FRAME (BY KALT) REMOVED 2X8 WO It FOR DOOR THRESHOLD; GROUT AS REQ'D AFTER INSTALLATION. 1 /2" FINISHED FLOOR Io COMPACT GRAVEL BED (PROVIDE GOOD DRAINAGE) (NOT BY KALT) VAPOR BARRIER \ 1 DESIGN & CONSTRUCTION OF SUB —GRADE & CONCRETE SUB —SLAB (NOT BY KALT). *NOTE: DRAIN AND VENT PIPES MAY BE REQUIRED DEPENDING ON SIZE, TEMPERATURE OF APPLICATION, AND LOCATION OF JOB SITE. BECAUSE INDIVIDUAL SITE CONDITIONS VARY, FLOOR REQUIREMENTS SHOULD BE REVIEWED BY AN ENCNEER FIMILIAR WITH THE SPECIFIC INSTALLATION. SILL NOTCH DETAIL FOR DOOR HEATER CABLE SYSTEM (4-- SIDES) 11 III Irtt:i I 5 6 7 8 s :.:. .�'+..a'.... .. �. '...arm•:_ .:.. -. ,:+J a.•:tc.. `.....:,�.. ..r. �;.v r+.::..1.:�...:. .. microfilmed document la less clear than this due to the quality of the original document. NOTE: FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BE TRUE AND LEVEL. WMTHIN 3/16" OR EXTRA INSTALLATION FEES WILL BE REQUIRED. PRE - -FAt W PANEL (BY KALT ii-- CURB (NOT BY KALT) CUURB CHAMFER BUILDING WALL CURB OPENING DOOR FRAME WIDTH + 1/2 SECTION "K"—"K" EXAMPLE CURB LAYOUT NOTE: THE BLANK DIMENSIONS MOWN HERE WILL BE PROVIDED rOP EACH WALK -IN 1:7-1./2" 1f DOOR CURB SIZE OPEN'G .... 35" _,__._ —._ 47 1/2" 42" 54 1/2" 7 1/2'' / 60" — --- -- 2 2" ro.) DOOR TO CURB RELATION (PREFERRED) SILL NOTCH DETAIL SHOWS NOTCH REQ'D, TO RELIEVE THE DOOR FRAME (AND SILL) WHEN THE WOOD 2X8 PLATE (SEE DETAIL (B), ABOVE) IS REMOVED AFTER CONCRETE CAP IS POURED. THE REMOVED it LEAVES A TRENCH FOR THE SILL AND HEATER CABLE. SPECIFICATIONS: NO. DOOR N0. OPTIONS RECEIVED CITY OF TUM"►M JAN 14 PERMIT CE 93 N RMOSTA T NO. S DES: EXPIRES: !?. v") MOUNTED 0 INCANDESCENT o FLUORESCENT o 1' FINISH: EXTERIOR EXPOSED' EXTERIOR UNEXPOSED: A MINIMUM CONDENSATION VENTILATION SPACE OF 2" IS REQUIRED BETWEEN ALL SOLID WALL & CEILING SURFACES AND KALT UNITS. DO NOT r' .0 THIS ,DRAWING ¶ALT MFG P.O. BOX 13420 PORTLAND. OREGON 97213 PHONE (503) 288 -7311 SOLD TO: LARRY'S MARKET TUKWILLA, WA. SHIP TO: LARRY'S #1 TUKWILLA, WA. SCALE: 1 /4% 1'--O4 DRAWN B'(: RON P. # PANELS: CHECKED BY: PERIMETER: APPROVED BY: REVISED 1-6 -93 RON P. REVISED CUSTOMER APPROVAL III I (1,!1111111 Il1111111IItIi1111111111111111llIII 9 i 10 11 WAtEIt4O RMNY 12 i ( 81 LL 91 S!I ht Cl Zl LI 01, 6 B+ �L 9f S *� £ Z 1 POI Q 1111! 11141. 111111111, I! 1 111111!111!!If1M11111i11111! 1111! 11!1!jli11111i11111ll11./q ;I IIIj11111111j1111111 !ijlll!Illlijl!Ilililljllll� II I!IIIH1 111111 1!! Ijlli! IM11llllllllilll111111jl !II1111j11111 REVISED IDRAWING NUMBER D-7879-92 Box 6 OF 7 SHT 2 OF DATE12-7--52 185279 30V1' 30 Vie" -� 14 IL `.. -- ... _ . .� . , „.. t ._ 1 1 ..._. ..___ _... __.._ g 22 3/4" x4lie" ROOF VIEW 111 -0" (132 ") 44' --O» (528 ") 5 CAMS PER JOINT TYP. MAX. UNIFORM LIVE LOAD; 10 LEIS. PER SQ. FT. WOOD BACKING FOR FENCE POST i 0 CI 60" . 34 arid' SPL 28' -•0» (336") VALANCE SUPPORT POST 40LER PRODUCE # 0 -136 72" 56' -0" (672 ") PLAN VIEW 24!-0" (288 ") 23" 40 We " x 4 vie" a M M o 0 `r. 0 PRODUCE COOLER # 0-136 ip N -. 3141e.....2••••••• ' -0 J, FORM .DD -Ta5 22' -5 V2" (269 V2" ) ..�•cn ;tESiq : �t., oL `+a:��rtS;:i��:irri;'�?4isvrw: ,3�v..4;XEt�':� ="rw#" ,'���tt..�..�:�;�'.::}.?':.s. a..i �i?'.. + ";•:.� .;�.w :x;c .....,.::.sue.._._. , ,,..- (674 ") 6'-0 V2" 21' -0 3/4" (252 3/4" ) (72 Yea) CURB LAYOUT IIIII111III1III1J111I11 1 1111111' 11j1111i i!.111IfJ1•I'1 °II1 • 0 16THSINCH 1 2 3 o c 6'Z 8G LZ 97, SZ 4Z CZ ZZ ( Illlllllillllllli�lllllllil�l, �l) ��I�1�1!) i' lll��lll�llll�Illll��1 ►11I�1Jllll(ii a 0 "o N 10 V4" 47" 2 CAMS PER JOINT TYP, Ii HEADER .>, 00114 .e..nen.r 2 CAMS PER JOINT TYP. 72" HEADER 4 CAMS PER JOINT TYP. 47" 3 CAMS PER JOINT TYP. 47" 47" 47" 3 CAMS PER JOINT TYP. ELEVATION 3 CAMS PER JOINT TYP. 47" 47" 47" 47" 47" 47" 4 CAMS PER JOINT TYP. �J; WALL PANEL CURB 4 "X Zc! GA. Cv:,.T. 4 -t p ,,,,/ t 2 R.ow> a F *.r.%1; 1/4 P 1-15w15 ;4ri 11 o.c.. .1zlot--) LO flow GA S:pc c,1. VALANCE PANEL 13nQE AANEL vj ROOF .._>yEL._ N. 1 1/2 "x 1 1/2" ANGLE 24-GA. CONTINUOUS. 16X3/4" P.H.S.M.S. 12 "O.C. EACH LEG. ELEVATION WALL PANEL APPROVED J /At,29 193 t 1 1 /2 "X 24 --GA. FLAT STRAP (W/L1UGERs) coN11Nuous TOP AND B�' .. DING DIVISION #8x3/44 12 "O.C. AND (6) #8x3/4° P.H.S.M.S. 0 OVERLAP SPACE: JOINT. NOTE: FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BE TRUE AND LEVEL WITHIN 3/16" OR EXTRA INSTALLATION FEES WILL BE REQUIRED. 11*- -11 116" * *COOLER ** S I GGESJED BTU LOAD .ECE_RS OM DNLY -- 47.232 BTU /Ha a 9 7O NO PRODUCT LOAD INCLUDED. A MINIMUM CONDENSATION VENTILATION SPACE OF 2" iS REQUIRED BETWEEN ALL SOLID WALL & CEILING SURFACES AND KALT UNITS. DO N. =;' :ALE THIS DRAWING • •tt'ATtrlhtr• 4._\_I 1 V /'1 1 11/4!1 `I )• 3 1/2" WF, NSF, CLASS 1 URETHANE, PRODUCE, COOLER W/ CURB NO. DOORS ALL DOORS WITH INSIDE SAFETY RELEASE N0. SIZE npe HARDWARE FINISH: EXT. /INT. OPTIONS 1 48 "x82 1/2" UNFIT STD EXT.GALV.-- 24 -GA. * 11/6" ALM. DIAMOND KICK - INT.GALV.-24-GA. PLATES, 0 35 ", INT./EXT. 1 60 "x82 1/2" INFIT STD EXT.GALV- 24 -GA. * ' ' ' INT.GALV-24--GA. •ic 18 GA. S.S. JAMB LINERS * EXT. /INT., •ANGLE AND STRAP ATTACHMENT SEE DETAILS. 17' L/F 8' TALL CHAIN, .UNK FENCE A OF w�sy74 . ' ,. jet 4 - s 3 VAANCE SUPPORT POST .►=.`` "-`� 1 !: ,pF 21628 '�- �`�' C'', .,.SJ©NAL r. 0 HEATER CABLE & THERMOSTAT NO. SIDES: 0 RECEIVED 2 THERMOMETER. MOUNTED DIAL: 2" ' I- Y'1c�S: /NO OF TUKWII.A 2 PILOT UGHT(s) & SWITCH TYPE: PS -6,3 -WAY, COCEALED CONUU t . /"-M111-411"'"'" 10 VAPOR PROOF LIGHT(S) - LOOSE jt) MOUNTED 0 INCANDESCENT Ig FLUORESCENT • -JAN 1. 4 19'. 0 I.._ HEATED AIR VENT, MOUNTED FINISH: EXTERIOR EXPOSED: GALV- 24 -GA. IN RIOR GALV• -24- GA. e-vim n,Io. e. &erv.a.nr . r.■... • VPj4V— Ls1 —VH. K_K ALT MFG P.O. BOX 13420 PORTLAND, OREGON 97213 RHONE (503) 286-7311 CUSTOMER APPROVAL SIGN, 1UR SOLD TO: LARRY'S MARKETS TUKWILLA, WA. SHIP TO: LARRY'S #1 TUKWILLA SCALE: 1/4" = 1'--0" DRAWN BY: RON P. DRAWING NUMBER # PANELS• CHECKED BY: PERIMETER: 146' APPROVEU BY: REvISE0 12-22-92 RON P. REVISED — - - - -• - -A • - -- REVISED is ,. t, t.:t ,:Z'r , '7:". avt,r 4•a. 1 7..`, ... }. r 1 p i It .l wit j lf 1 1 II I r II I .i', f !wit ii II 1 " 1 ii Litt fj 4 I 5 6 '7 8 NOTE: If e.he mic.rof.iIi ed docuaent is' less clear than this notice, it is due to the quality of the priginal document. 11111111111111101 11 woemEmAin 12 IIZ 0? 61 8 Lt 9L SII! 41 Ct •0,1 t LIt 01, 6 lui #IihniE I �I l 111I I ( 1 i 1 i9I IIiIII ifI hdf lll Q , 9 5 *J E11 Z Il "" 1111111111 WI111111111111111111111111111111111111iiii111111111 K D- 7879 ---7 -92 3 BOX 7 OF 7 SHT 1 OF 2 DATE t2./07/92 ' Aill 28" - ��.,,_•• - ----' OPENING ��_ WALL PANEL CURB 4 "X Zc! GA. Cv:,.T. 4 -t p ,,,,/ t 2 R.ow> a F *.r.%1; 1/4 P 1-15w15 ;4ri 11 o.c.. .1zlot--) LO flow GA S:pc c,1. VALANCE PANEL 13nQE AANEL vj ROOF .._>yEL._ N. 1 1/2 "x 1 1/2" ANGLE 24-GA. CONTINUOUS. 16X3/4" P.H.S.M.S. 12 "O.C. EACH LEG. ELEVATION WALL PANEL APPROVED J /At,29 193 t 1 1 /2 "X 24 --GA. FLAT STRAP (W/L1UGERs) coN11Nuous TOP AND B�' .. DING DIVISION #8x3/44 12 "O.C. AND (6) #8x3/4° P.H.S.M.S. 0 OVERLAP SPACE: JOINT. NOTE: FLOORS AND SUB FLOORS OF INSTALLATION SITES MUST BE TRUE AND LEVEL WITHIN 3/16" OR EXTRA INSTALLATION FEES WILL BE REQUIRED. 11*- -11 116" * *COOLER ** S I GGESJED BTU LOAD .ECE_RS OM DNLY -- 47.232 BTU /Ha a 9 7O NO PRODUCT LOAD INCLUDED. A MINIMUM CONDENSATION VENTILATION SPACE OF 2" iS REQUIRED BETWEEN ALL SOLID WALL & CEILING SURFACES AND KALT UNITS. DO N. =;' :ALE THIS DRAWING • •tt'ATtrlhtr• 4._\_I 1 V /'1 1 11/4!1 `I )• 3 1/2" WF, NSF, CLASS 1 URETHANE, PRODUCE, COOLER W/ CURB NO. DOORS ALL DOORS WITH INSIDE SAFETY RELEASE N0. SIZE npe HARDWARE FINISH: EXT. /INT. OPTIONS 1 48 "x82 1/2" UNFIT STD EXT.GALV.-- 24 -GA. * 11/6" ALM. DIAMOND KICK - INT.GALV.-24-GA. PLATES, 0 35 ", INT./EXT. 1 60 "x82 1/2" INFIT STD EXT.GALV- 24 -GA. * ' ' ' INT.GALV-24--GA. •ic 18 GA. S.S. JAMB LINERS * EXT. /INT., •ANGLE AND STRAP ATTACHMENT SEE DETAILS. 17' L/F 8' TALL CHAIN, .UNK FENCE A OF w�sy74 . ' ,. jet 4 - s 3 VAANCE SUPPORT POST .►=.`` "-`� 1 !: ,pF 21628 '�- �`�' C'', .,.SJ©NAL r. 0 HEATER CABLE & THERMOSTAT NO. SIDES: 0 RECEIVED 2 THERMOMETER. MOUNTED DIAL: 2" ' I- Y'1c�S: /NO OF TUKWII.A 2 PILOT UGHT(s) & SWITCH TYPE: PS -6,3 -WAY, COCEALED CONUU t . /"-M111-411"'"'" 10 VAPOR PROOF LIGHT(S) - LOOSE jt) MOUNTED 0 INCANDESCENT Ig FLUORESCENT • -JAN 1. 4 19'. 0 I.._ HEATED AIR VENT, MOUNTED FINISH: EXTERIOR EXPOSED: GALV- 24 -GA. IN RIOR GALV• -24- GA. e-vim n,Io. e. &erv.a.nr . r.■... • VPj4V— Ls1 —VH. K_K ALT MFG P.O. BOX 13420 PORTLAND, OREGON 97213 RHONE (503) 286-7311 CUSTOMER APPROVAL SIGN, 1UR SOLD TO: LARRY'S MARKETS TUKWILLA, WA. SHIP TO: LARRY'S #1 TUKWILLA SCALE: 1/4" = 1'--0" DRAWN BY: RON P. DRAWING NUMBER # PANELS• CHECKED BY: PERIMETER: 146' APPROVEU BY: REvISE0 12-22-92 RON P. REVISED — - - - -• - -A • - -- REVISED is ,. t, t.:t ,:Z'r , '7:". avt,r 4•a. 1 7..`, ... }. r 1 p i It .l wit j lf 1 1 II I r II I .i', f !wit ii II 1 " 1 ii Litt fj 4 I 5 6 '7 8 NOTE: If e.he mic.rof.iIi ed docuaent is' less clear than this notice, it is due to the quality of the priginal document. 11111111111111101 11 woemEmAin 12 IIZ 0? 61 8 Lt 9L SII! 41 Ct •0,1 t LIt 01, 6 lui #IihniE I �I l 111I I ( 1 i 1 i9I IIiIII ifI hdf lll Q , 9 5 *J E11 Z Il "" 1111111111 WI111111111111111111111111111111111111iiii111111111 K D- 7879 ---7 -92 3 BOX 7 OF 7 SHT 1 OF 2 DATE t2./07/92 • VPj4V— Ls1 —VH. K_K ALT MFG P.O. BOX 13420 PORTLAND, OREGON 97213 RHONE (503) 286-7311 CUSTOMER APPROVAL SIGN, 1UR SOLD TO: LARRY'S MARKETS TUKWILLA, WA. SHIP TO: LARRY'S #1 TUKWILLA SCALE: 1/4" = 1'--0" DRAWN BY: RON P. DRAWING NUMBER # PANELS• CHECKED BY: PERIMETER: 146' APPROVEU BY: REvISE0 12-22-92 RON P. REVISED — - - - -• - -A • - -- REVISED is ,. t, t.:t ,:Z'r , '7:". avt,r 4•a. 1 7..`, ... }. r 1 p i It .l wit j lf 1 1 II I r II I .i', f !wit ii II 1 " 1 ii Litt fj 4 I 5 6 '7 8 NOTE: If e.he mic.rof.iIi ed docuaent is' less clear than this notice, it is due to the quality of the priginal document. 11111111111111101 11 woemEmAin 12 IIZ 0? 61 8 Lt 9L SII! 41 Ct •0,1 t LIt 01, 6 lui #IihniE I �I l 111I I ( 1 i 1 i9I IIiIII ifI hdf lll Q , 9 5 *J E11 Z Il "" 1111111111 WI111111111111111111111111111111111111iiii111111111 K D- 7879 ---7 -92 3 BOX 7 OF 7 SHT 1 OF 2 DATE t2./07/92