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GENERAL NOTES: #111 BUMPERS. BUMPERS CONTRACTOR NO FURNISH STEEL RON BUMPERS. BUMPERS TO BE INSTALLED IN FRONT AND/OR NEXT TO ALL CASES EXCEPT FOR BAKERY -- COSIRCO CASES. I- 1 I i MIIIMIWIMOLINIALI SEE DRAWING DETAILS. • w m'611° TIGARD,OR. 2 SEE ARCHITECTURAL DRAWINGS FOR CURBS IN AND/OR V 1 I 1 I I I 1 1 1 �� ]855 S W.DARTMOUTH AROUND REFRIGERATED BOXES. 3. COLUMNS TO BE WRAPPED WITH STAINLESS STEEL FROM tIGARD.OR FLOOR TO CEILING. FURNISHED BY PANEL 1 (E) MANUFACTURER, INSTALLED BY REFRIGERATION I 67 MI_arx-1O I_ T PDX FREEZER#2 CONTRACTOR. — I I I } SEE PANEL DRAWINGS FOR ADDITIONAL E DETAILS/REQUIREMENTS. .11 . 4. LOCATED WALK-IN ON PLANS.EZER EVAPORATIVE COILS q DAIRYCOOLER •r •r WHOLESALE 5. ALL 2'-0•CLEARANCE ABOVE NOTED INTERIOR COOLER I — 1 I 1 I— I� —., Ii_—• �, HEIGHT FOR STRUCTURAL STEEL. Y 5. CLOSURES/FILLERS FOR ANTHONY WINDOWS TO BE AUTO '1 BRIGHT. PROVIDED AND INSTALLED BY REFRIGERATION � _ �I ( I I It I EE) CORPORATION CONTRACTOR. 7. SALES FREEZER #1 TO HAVE POWEREDARE AIR DOOR, I D1(•>�"-'n^ .r ISSAOUMi, WA 98027 MODEL: ETD 2-84 FURNISHED BY KYSOR/WARREN AND r_,•oa xn m• �: 4x25.313.8100 INSTALLED BY REFRIGERATION CONTRACTOR. �1= — �' yl 1' w costco.cam 8. SHOP-IN PRODUCE TO HAVE HCR AIR CURTAIN, MODEL: , 1 y, �xro m..wo Mal Ir �I IIP IP UM/W■ww @II HCR AC-CS. FURNISHED BY PANEL MANUFACTURER AND INSTALLED BY REFRIGERATION CONTRACTOR. I -, i 41 IP 5201 TRANSPORT BLVD. 9. SEE COSTCO SPECIFICATION FOR REQUIRED MATERIALS I — II AND METHODOLOGY FOR SANITATION COMPLIANCE IN T 1 I 4 4 IP 4 COLUMBUS, GA 31907 PREP AREA. �I/ 1 I' I I I �I IIIIPP �I (E) it Tal: (708)568-1514 Y 1 i 01�1� I (E) POS COOLER I1M Fox: (706)565-1723 1111 DIAMOND PLATE/STAINLESS STEEL LEGEND i I. P05 FREEZER #1 1, (E) ',II SLI INC DEU I► 4E1 I�� C4& '' ALL DIAMOND PLATE FOR POINT OF SALES AND PREP AREAS MEAT(COO R i .. I I� ARE SUPPLIED BY PANEL MANUFACTURER. INSTALLED BY } (N��0��o 3 I �I Y I N 4∎. 4 N INTEGRRY, REFRIGERATION CONTRACTOR. IT — E _ _ b ' LOSE—OE7 PANEL DE<w PLENUM. e 1 ii D ii [P'P STAKEHOLDERS, ERR, te'-••MLR WO DEU » AND IQ DIAMOND PLATE 3' z LENGTH OF BOX END WALL , Ce•44 CP144 I I' 1' P PASSION FOR EXCELLENCE SEE PANEL DRAWINGS FOR EXACT LOCATION. c_ _ (0 •I ------------ .1© 3'TALL DIAMOND PLATE CORNER GUARD SUPPLIED 1 'R ISCSKEERRIE E I� �■° A°!: I y,11' � �I BY PANEL MANUFACTURER AND FIELD INSTALLED BY I4o=p I 1 ti I N IF 41 IP PANEL REFRIGERATION CONTRACTOR. J I I JI FIIPPdal u E� 44 00144 'I 1, Q DIAMOND PLATE 4' H. x LENGTH OF WALL I ='-4' +M/D ITS , SEE PANEL DRAWINGS FOR EXACT LOCATION. W 41 IP �I IN IP IQ STAINLESS STEEL BEHIND SKEWERS (SEE MEAT I 13'-I1 `ter MANAGER). FIELD VERIFY SIZES. • L • Q STAINLESS STEEL PANEL SKIN ON EXPOSED PANELS I I I I. I' ON ROTISSERIE/MEAT PREP BY PANEL 41 Fr 411 - IF MANUFACTURER. (E) I I I MEAT PREP ' AREA OF WORK :I � :I _ 11P 4'TALL DIAMOND PLATE CORNER GUARD SUPPLIED m o..mP 1/a KC SLAM © REFRIGERATION MANUFACTURER FIELD INSTALLED BY I S I( 1j ') ii I OZZ =Z =Z O=Z B=IZ N__ �[�. I .5 POINT OF SALES PLAN 4 WPM x•ra •IE••. •. • e. . e , ••e• E - REFRIGERATION INSTALLATION CONTRACTOR TO COORDINATE THE PREP AREA HEADER SUPPORT POST INSTALLATION — 0 WITH THE G.C. KERY O TOP OF HEADER PANEL TO BE 10' - 5 F•A.F.F. COOLER I (X Ixl BA l xxxx-vocce © HEADER OPENING HEIGHT FOR CASES AND i 1y (E) WINDOWS IS 6' - 11 B . 7 BAKERY p E FREEZER CI OF TIGARD FOR CXI CASES USE 45}• HIGH x 72•AN0 453• HIGH x 98• HEATED PREP SLIDING WINDOWS. I I PANEL MANUFACTURE TO DETERMINE AND SUPPLY Approved . .. WINDOW LENGTH TO BEST FIT PANEL LAYOUT AND T Approved°� O°O LINE-UP LENGTH PER COSTCO SPECS. R/C AND L� V PANEL MANUFACTURER TO SUPPLY AND INSTALL Conditionally Approved•........M.•.••[ j ALL NECESSARY SUPPORTS, ELECTRICAL c,�,�Letter COMPONENTS,AND CONNECTIONS TO INSURE 9 �Letter Wi FolTow.°N-N_�N_NN°.[ I CONTACT CORRECT OPERATION. (REFER TO PANEL MANUFACTURER DRAWINGS FOR EXACT LOCATOR). Attached INFORMATION 1, ..NN1fyNN O FOR CX2 CASES USE: 35�" HIGH x 72"AND J5}" E Permit Number:y.E ?-c) SYSTEMS SALES /PROJECT HIGH x 96" HEATED PREP SLIDING WINDOWS. • PANEL MANUFACTURE TO DETERMINE AND SUPPLY d(� / 4 •t, ENGINEERING AMELANCONUPERVISOR WINDOW LENGTH TO BEST FIT PANEL LAYOUT ANC A"4 e:. S , �, C - (706) 536-9477 LINE-UP LENGTH PER COSTCO SPECS. R/C AND By: S�t/j� Date: 1Q3! PANEL MANUFACTURER TO SUPPLY AND INSTALL s+ Date: SYSTEMS ENGINEERING ALL NECESSARY SUPPORTS, ELECTRICAL DEPARTMENT COMPONENTS, AND CONNECTIONS TO INSURE CORRECT OPERATION. (REFER TO PANEL �/p ern DEREK LI V MANUFACTURER DRAWINGS FOR EXACT LOCATION). hApproved plans 0 - 1 (800) 666-5596 O FOR xX160" HEATED PREP F HIGH x 48-AND IXED WINDOWS. PANEL shall be on job site. DELI ISLAND MANUFACTURE TO DETERMINE AND SUPPLY WINDOW LENGTH TO BEST FR PANEL LAYOUT AND REMODEL UNE-UP LENGTH PER COSTCO SPECS. R/C AND _ �1• SET PANEL MANUFACTURER TO SUPPLY AND INSTALL ALL NECESSARY SUPPORTS, ELECTRICAL COMPONENTS.AND CONNECTIONS TO INSURE 1 I I , OFFICE COPY 1="" °.-.. r .-�"° CORRECT OPERATION. (REFER TO PANEL '1.T...... r^�.... MANUFACTURER DRAWINGS FOR EXACT LOCATION). — (E)(E) DATE DESCRIPTION SHOP-IN O FOR CX2 CASES USE 351" HIGH x 48"AND 35}• PRODUCE COOLER HIGH x 60" HEATED PREP FIXED WINDOWS. PANEL MANUFACTURE TO DETERMINE AND SUPPLY WINDOW LENGTH TO BEST FIT PANEL LAYOUT AND _ — LINE-UP LENGTH PER COSTCO SPECS. R/C AND i PANEL MANUFACTURER TO SUPPLY AND INSTALL I I I . ALL NECESSARY SUPPORTS, ELECTRICAL W IE°A-3•4 COMPONENTS.AND CONNECTIONS TO INSURE . CORRECT OPERATION. (REFER TO PANEL 5 MANUFACTURER DRAWINGS FOR EXACT LOCATION). _ _ , --_ ------_--_ ----- J REFRIGERATION INSTALLATION CONTRACTOR TO VERIFY THAT �^' T- II 7 PANEL WIDTH AND WINDOW FRAME WIDTH MATCH, DATE ISSUED: Ia2.TO+x FRESH AREA/PRODUCE COOLER PLAN DPA er: J BIBLE !GALL tr.My REFRIGERATION POINT OF SALES& EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT 'AS-BUILT' FRESH AREA PLAN IN THEIR RELATED FIELD.THE FALURE TO FAMILIARIZE THEMSELVES WITH THIS KNOWLEDGE DOES NOT REUEVE THE CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDmONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AND ENSURE THE EQUIPMENT OPERATES PROPERLY. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPUNES AND R 1 .0 ADDITIONAL COMPENSATION SHALL NOT BE PERMITTED DUE TO CONDITIONS RESULTING FROM FAILURE TO EXISTING CONDITIONS. FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. REFRIGERATION CONTRACTOR TO ADHERE TO ALL EPA GUIDELINES. RECEIVED NOV 182013 CITY OF TIGARD BUILDING DIVISION „...fa..., ....Q..„di u uL � v u u u u u' r n le 2 -----ii n n n nC C I II "77" _ N. USE 3"x3"x1/4"STEEL ANGLE w/3/8"HILTI KB-TZ ANCHOR BOLT EMBEDED 2 114"IN SLAB W/(4)#8 SELF-TAPPING SCREWS TO CASE BASE. TYPICAL • • / ■ P. ;/ FLOOR j\\ Fu .A i FOR SINGLE POD ADD ANCHOR @ REAR ANCHORED CASE TO FLOOR ISLAND CASE ANCHORAGE N.T.S. • COSMO Pilia-tA s ENG'D: H.PANGELINAN • �' p1N�r v •\ 4'•60491PE�4 DWN: L.MARTINEZ ••t JOB NO 85079016 ISLAND CASE ANCHORAGE OREGON DATE: 11-06-13 lret&17, 094 Engineers Northwest Inc., P.S. e. xaana' SHEET: Third Ave NE, 207,Seattle,WA 98115 Ph:( Ph:(206)525-7560,Fax:(208)522-6898 SK1 mwe.ervineerarnv.00m EXPIRES 6-30-15 I ENW/ ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS 6869 WUODLAwN AVE.N.Ii.,8205.SEATTLE,WA 98115(206)525-7560 Fax(206)522-6698 PROJECT N PROJECT �®� �© DATE 10'.•'7-`10 SUBJECT /, :V 7"" 1i 3 1}[ KiS i}S lc SHEET I OF Fly Y /i'-1c. 3 " S OAK Cemr 3 c.-fi.-v fri4 JL 51= 0•153 • S g r. S Yb AC'NM/.. , B`' GO U s t f_A Y4+' oU'— e ,. i. p. ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 6869 WOODLAWN AVE.N.E (SUITE 205) REV.1: 4/6107 SEATTLE,WA.98115 REV.2: 9129/09 RCS/ 1 't/1ruln f Property of Engineers Northwest,Inc.,Seattle- Use by others unlawful SEISMIC J Input=� Shaded cells Job number er: �- Job name: IBC 2006 Section 1613.1/ASCE 7-06 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7-06(U.N.O.) lntwt Basic Seismic-Force-Resisting System=NEN 01 All other self-supporting structures,tanks or vessels not covered above. Basic Seismic-Force-Resisting System= NBN =Nonbuilding Structures NOT Similar to Buiidtngs Is this considered a Building Structure? N Section 15.1.1 -for Nonbonding Structure definition. Is Diaphragm considered Flexible? V Section 12.31 hn= 3.00 ft. height to top levet In main portion of structure(abv.base)Section 11.3 Ss=_ 1.6 Spectral response acceleration at 0.2 seconds for Site Class B. Si = 0.6 Spectral response acceleration at 1.0 seconds for Site Class B. T1= 16 Long-period transition period Figure 22-15 thru 22-20 Site Class(soil)= D Section 20.1 Soil properties"D"is default unless the Geotech data orBudding Occupancy Category= 9 Table 1-1 page 3 Official thinks It is Site Class'E-or Top of wail elevation (parapet)= 3.00 ft. Elevation of top of wall lateral support(max.)= 3.00 ft. roof high point(minimum parapet) Elevation of top of wail lateral support(min.)= 3.00 ft. roof law point(maximum parapet) Regular Structures 5 Stories?, NO Section 12.8.1 3 50 It.h.!iklht lrn,'I Output W=Building weight(ti or kips) Site Coefficient Fa= 1.000 Table 11.4-1 Site Coefficient Fv= 1.500 Table 11.4-2 Sins= 1.500 Sins=FaSs Section 114.3(Eq.11.4-1) Smi = 0.900 Sml =FvS1 Section 11A.3(Eq.11.4-2) Sds= 1.000 Sds=2J3Sms Section 11.4.4 (Eq.11.43) • Sdl= 0.800 Sdl •23Sm1 Section 11.4.4(Eq.11.44) Seismic Des.gn Category(SDC)= 0 Section 11.6 S Tables 116-1111.-2 To= 0.120 0.2Sd1/Sds Section 11.4.5 Ts= 0.600 Sd1/Sds Section 11.4.5 Ct= 0.02 Section 12.8.2.1 Table 12.8-2 Table 12.8-1 Period=T= 0.048 seconds-Sectlon128.2.1(Eq.12.8-7) Cu=1.4 Se= 0.630 Section 11.4.5 (Eq.11.45)or(Eq.11.46)or(Eq.11.4-7) R= 1.25 Table 12.2-1 Response Modification Coefficient(reduces forces to USD) Oo= 2 System Overstrength Factor modified for flexible diaphragm Cd= 2.6 Deflection Amplification Factor for use in Sections 12.8 6,12 8.7&12 9 2 IE= 1 Occupancy Importance Factor-Table 11.5-1 Detailing Reference Section= Cs tale.= 0200 Section 12.8.1.1 (Eq. 12.8-2) Cs max = 10.435 Section 12.8.1.1 (Eq.12.8-3&Eq.12.8-4) Cs min.= 0.384 Section 128.1.1 (Eq. 12.8.5&Eq.12 848) Cs use= 0.100 Section 12.8.1.1 (Eq.128-2 tiro Eq.12.8-6) Vu design= 0900 'W At strength level DSO (Eq.121.1) V design= 0.660 *W Working(LrE}ASD Ev= 0.200 '0•a/-.2 Sds D(Eq.12.44)-May be Zero for proportioning foundations. Dtaphr�w■A wp=The weight tributary to the diaphragm at that level Fpu talc.= 0.800 'wp (Eqs.128-2 thru 12.8-6 above) Fpu min.= 0.200 •wp (min.Section 1210.1.1) Fpu max.= 0.400 *wp (max,Section 12.10.1.1) • Fpu design= 0.400 'wp USD Fp design= 0.280 'wp ASD (0.7'USD) 10+2212010 EO. ASCE7-05Seisrnic lb yrww.hittLus PROFIS Anchor 2.0.9 Specifier: Proka: Address: Phone I Fax: Sub-Project I Pos.No.: E-Mail: i 10/22/2010 specifiers comments: — — — Input data --- _-__- . --_-- ... Anchor type and diameter: Kwtc Bolt TZ-CS,3/8(2) Effective embedment depth: h,=2.000 in. Material: Carbon Steel Evaluation Service Report:: ESR 1917 Issued I Valid: 9/1/2007 I- Prool design method ACI 318/AC 193 Stand-off instaiation: e =0.000 In.(no stand-oft);I=0 500 in Anchor plate: l x I,x t=3,000 x 3.000 x 0.500 in (Recommended plate thickness:not calculated) Prone Square HSS(AISC);(L x W x T)=3 ono In x 3.000 in.it 0 3131n. Base m tedal: cracked concrete,4000,f'=4000 pal;h=6.000 in. Reinforcement: condition 6;no supplemental splitting relnfotcement prawn( edge reinforcement:none or<No.4 bar Geometry(In'] Loading Pb,in.-lb) Y Governing beds N _500 Vv=0 - M,=0.000 M,=0.000 • 3••• c Vt. x Y 4 x 16.000 124.1100 Eccentricity(structural section)(in.) _- e,=0.000 V,=0 e,=0.000 M.=0000 Proof I Utilization(Governing Cases) Design values lib) Utilization(%) Loading Proof Load Capacity Tension - - - IL�V. Sta4rs PulaI Strength 500 1 - - Shear - 24- Warnings •Please consider all details and hints/warnings given In the detailed report! Fastening meets the design criteria! Input data and taft.b mat be cl*O ad for aysarrattt w.'7i tiro axttnny conatons and for Wt.,talMtr f ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 W000tawN AvF.N.R.#205,Sr Arn F,WA 98115(206)525-7560 Fax (206)522•6698 PROJECr PROJEC1 41:9 re DATE &MUT SHEET 4- OF BY I _ ) f--7. • 777— • . . • 1+1 rl C 4-SE" sup1'i9.47" co/2.5 -T-k £,4J15. Z? A"