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Specifications (49) BU P2010-00070 TVFR 11945 SW7OTHAVE or k • ff ,-67) 44;4%4 b 1a p+6y TVF&R CBOC Generator Enclosure and Balcony Tigard, OR Phase 3 Building Permit Structural Calculations KPFF Project No 209115 March 31, 2010 r,. Submitted to: Peck Smiley Ettlin Architects 4412 SW Corbett Portland, OR 97239 Submitted by: KPFF Consulting Engineers 111 SW Fifth Avenue, Suite 2500 Portland, OR 97204 YEARS /l • f f Consulting Engineers ineers March 31, 2010 Mr. Hans Ettlin Peck Smiley Ettlin Architects 4412 SW Corbett Portland, OR 97239 RE: TVF&R CBOC Generator Enclosure and Balcony Phase 3 Building Permit Calculations Dear Hans, Attached please find calculation sheets 1 through 33, dated March 31, 2010, which verify the structural adequacy of the TVF&R CBOC Generator Enclosure and Balcony as shown on drawings S7.1 through S7.4, dated March 31, 2010. Design is based on the requirements of the 2007 Oregon Structural Specialty Code based on the 2006 International Building Code. If you have any questions or need further information, please call me. Sincerely, 61, Ian K. Eikanas, P.E., LEED AP IE/aa t PROk '' Attachments �f 209115-Calcletter-PSE-032910 44N b i x a�f0 � 157733 qto Pg° EEXRIRES: 12.3.1-i( 111 SW Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 (503)227-3251 Fax (503) 227-7980 Seattle Tacoma Portland Eugene San Francisco Sacramento Los Angeles Irvine San Diego Phoenix St Louis New York Abu Dhabi UAE 3 Project --r---uFot By Sheet No 1 c;!1../i -Ellin Consulting Engineers Location Date Job No. of 33 • Client Revised Poi tland,Orego n Date •_•••.• C—., kAD ?Yr:4 2- ( C- (AD t H-r 1,3 • v„4,,W.. p to"r4. A Ar,--„,„ ,e7 rs.F: f-, -- 5 e• 5.• 2 47 f'-t- x at, ts Project By Sheet No 2. of 33 • Consulting Engineers Location Date ef Job No Client Revised _ PuHand,Otegon Date "7 ‘..7itiE • 9 e‘C M C:5 X 1. 12-- ty (#.2-5 04,40..t 2-1,et,C)b■Nv.., .5 tmo, & K L x 14 — x 1 tatS- 12F-rx 2- .r- ENtrwet...) wy 0,,. 6.^•"- = 2_ V/V T x(5,- )2-4 ,e( Ki-)2.- .7:- (0.2S X 0•1 = 1:71"- • g• 3 of 33 ASCE 7-05 Equivalent Lateral Force Procedure Site Spectrum: Hazard Map Values: Code Reference Equation Spectral Response Acceleration,Short Period Ss = 0.952 g 11.4.1 Spectral Response Acceleration, 1-Sec. Period St = 0.341 g 11.4.1 Geotechnical Report Recommendation: Site Class Class= D 11.4.2 Site Coefficients: Site Coefficient for Short Period Fa = 1.119 Table 11.4-1 Site Coefficient for 1-Sec.Period Ft, = 1.718 Table 11.4-2 Maximum Considered Earthquake(MCE)Parameters: MCE Spectral Response Acceleration,Short T SMS = 1.065 g 11.4.3 (11.4-1) MCE Spectral Response Acceleration, 1-Sec.T SMi = 0.586 g 11.4.3 (11.4-2) Design Base Earthquake(DBE)Parameters: DBE Spectral Response Acceleration,Short T SDs = 0.710 g 11.4.4 (11.4-3) DBE Spectral Response Acceleration, 1-Sec.T S = 0.391 g 11.4.4 (11.4-4) Building Response: Building Properties: Response Modification Factor R= 1.3 Table 12.2-1 System Overstrength Factor D U = 1.25 Table 12.2-1 Deflection Amplification Factor Cd= 1.25 Table 12.2-1 Occupancy Category Categ.= w I. Table 1-1 Period Coefficient C t = 0.028 Table 12.8-2 Period Coefficient x= 0.80 Table 12.8-2 Analysis Calculated Fundamental Period Tb = n/a sec 12.8.2 Long-Period Transition Period TL = 16.0 sec. Figure 22-15 Effective Height h = 12.0 ft 12.8.2.1 Period for Base Shear: Seismic Design Category Cat.= D 11.6 Occupancy Importance Factor Is = 1.50. Table 11.5-1 Coefficient for Upper Limit on Calculated Period Cu = 1.40 12.8.2 Period at Beginning of Short Period Plateau To = 0.110 sec. 11.4.5 Period at End of Short Period Plateau Ts = 0.550 sec. 11.4.5 Approximate Fundamental Period Ta = 0.204 sec. 12.8.2.1 (12.8-7) Design Fundamental Period Limit(if using TO T Lim= 0.286 sec. 12.8.2 Design Period T= 0.204 sec. 12.8.2 Seismic Response Coefficient: Seismic Response Coefficient Cs = 0.852 12.8.1.1 (12.8-2) Maximum Seismic Response Coefficient CSMAX= 2.293 12.8.1.1 (12.8-3&4) Minimum Seismic Response Coefficient CSMiN = 0,01.0 12.8.1.1 (12.8-5&6) Design Seismic Response Coefficient Cs = 0.852 - 12.8.1.1 !Seismic Base Shear(Equiv.Lat.Force Proc.) V= 0.852*W 112.8.1 ASCE 7-05 ELFP Base Shear 3/16/2010 01 -ASCE 7-05 Seismic Base Shear-ELFP(rev 09-10-08)CCOMF.xisx.xls 4 of 33 AISC LRFD Beam-Column Interaction Analysis: (W,HSS,&Pipe Sections) ff_. INPUT VARIABLES: Member Input AISC Member Section {HSS6X6X3/8 I Applied Loads Eff.Col.Length(X-X) L x= it Ultimate Moment(X-X) &l ux= 22.80 kip-ft Eff.Col.Length(Y-Y) L y= 24.00 ft Ultimate Moment(Y-Y) Mur= 0.00 kip-ft Eff.Col.Length Fact.(X-X) K = Ulitmate Shear(X-X) V ux= 1.90 kips Eff.Col.Length Fact.(Y-Y) K y= 1.00 Ultimate Shear(Y-Y) V uy= 0.00 kips Bending Coefficient Cu= 1.00 Ultimate Axial P = 0 kips Yield Strength F = 46.0 ksi Comp.Residual Stress Fr= 10.0 ksi ANALYSIS VARIABLES: Member Section Properties Lateral Torsional Buckling Analysis Area A= 7.58 in2 Resistance Factor for Yielding 0= 0.90 Depth d= 6:00 in. Lat.Unbraced Length(UBL) L b= 288 in. Flange Width b = 6.00 in. Limit.Lat.UBL for Full Plastic Lp = 101 in. Flange Thickness tr= 0.35 in. Limit.Lat.UBL for Inelastic L r= 4819 in. Web Thickness tn.= 0.35 . in. Plastic Bending Moment(X-X) Mpx= 61 kip-ft Flange-to-Fillet Dimension k= 0.00 in. Plastic Bending Moment(Y-Y) Mpy= 61 kip-ft Unit Weigth w= 27.40 plf LTB Moment Strength(X-X) 0M„XLTB= 54 kip-ft Moment of Inertia(X-X) 1,= 39.50 in4 Moment of Inertia(Y-Y) I y= 39.50 in4 Local Buckling Analysis Elastic Section Modulus(X-X) S,= 13.20 in3 Flange Width-Thickness Ratio b,/tf= 8.60 in./in. Elastic Section Modulus(Y-Y) Sy= 13.20 in3 Web Width-Thickenss Ratio h/t1= 17.19 in./in. Plastic Section Modulus(X-X) Z,= 15.80 in3 Flange Slend.Lim.for Compact 2 pr= 9.58 Plastic Section Modulus(Y-Y) Zy= 15.80 in3 Flange Slend.Lim.for Noncomp. A pr= 23.50 Radius of Gyration(X-X) r,= 2.28 in. Web Slend.Lim.for Compact 2,,,,= 94.36 Radius of Gyration(Y-Y) ry= 2.28 in. Web Slend.Lim.for Noncomp. A pW= 143.02 Polar Moment of Inertia J. 64.6 in4 FLB Moment Strength(X-X) 0M„XFLB = 55 kip-ft Warping Constant Cw= 0 in') WLB Moment Strength(X-X) 0M„XWLB = 55 kip-ft Beam Buckling Factor X1 = 0.00 Beam Buckling Factor X2= 0.00000 Axial Analysis Resist.Fact.for Comp.Buckling 0= 0.90 Shear Analysis Column Slenderness Parameter Ac= 1.60 Shear Strength(X-X) 0V„X= 52 kips Axial Compressive Strength 0P„. = 107 kips Shear Strength(Y-Y) 0V„y= 104 kips Axial Tensile Strength 0P„, = 314 kips Capacities Summary Stiffness Summary Moment Strength(X-X) 0M„XFLB= 54 kip-ft Stiffness(X-X) El= 1.15 (10)6 kip-in2 Moment Strength(Y-Y) 0 M„yFLB = 55 kip-ft Stiffness(Y-Y) Ely= 1.15 (10)6 kip-in2 Axial Compressive Strength 0P„o = 107 kips Axial Tensile Strength OP„:= 314 kips Shear Strength(X-X) 0 11„„= 52 kips Shear Strength(Y-Y) 0 V„,,= 104 kips Axial-Moment Interaction Check Shear Check Axial-Moment Interaction Ratio P/P+M/M= 0.42 ok Shear Ratio(X-X) VN= 0.04 ok Shear Ratio(Y-Y) VN= 0.00 ok Beam-Column Analysis ' 3/17/2010 AISC LRFD 3rd Ed.-Beam-Column Interaction Analysis(rev 06-05-07).xlsx.xls 5 of 33 Footing Bearing Pressure and Overturning Analysis: INPUT VARIABLES: Loads Applied Axial Load P= 13.9 kips Applied Moment M= 12.2 kip-ft Geometry Footing Length L= 5.00 ft Footing Width B= 5.00 ft Allowable Bearing Pressure Allowable Soil Bearing Pres. GALL = 5.00 ksf ANALYSIS VARIABLES: Eccentricity Equivalent Eccentricity of Load e= 0.9 ft Eccentricity Zone/Location e>=<s? L/6<=e<=L/2 Bearing Pressure Distribution Triangular Bearing Case 1: a<= 1/6 Minimum Bearing Pressure q m;,, _ -- ksf Maximum Bearing Pressure gmax = -- ksf Case 2: L/6<e<=1/2 Triangular Stress Dist. Length A= 4.9 ft Minimum Bearing Pressure q min = 0.00 ksf Maximum Bearing Pressure G max = 1.14 ksf Summary Eccentricity Zone/Location L/6<=e<=L/2 Bearing Pressure Distribution Triangular Bearing Maximum-Bearing-Pressure- g Amax = _ 1.14 ksf Allowable Bearing Pressure GALL = 5.00 ksf ok Overturning Analysis 3/17/2010 Footing Bearing Pressure and Overturning Analysis-(rev 10-30-07).xlsx 6 of 33 Footing Bearing Pressure and Overturning Analysis: INPUT VARIABLES: Loads Applied Axial Load P= 5.6 kips Applied Moment M= 12.2 kip-ft Geometry Footing Length L= 5.00 ft Footing Width B= 5.00 ft Allowable Bearing Pressure Allowable Soil Bearing Pres. GALL = 5.00 ksf ANALYSIS VARIABLES: Eccentricity Equivalent Eccentricity of Load e= 2.2 ft Eccentricity Zone/Location e>=<? L/6<=e<=L/2 Bearing Pressure Distribution Triangular Bearing Case 1: a<=L/6 Minimum Bearing Pressure Amin = -- ksf Maximum Bearing Pressure q max = -- ksf Case 2: L/6<e<= 1/2 Triangular Stress Dist. Length A= 1.0 ft Minimum Bearing Pressure q min = 0.00 ` ksf Maximum Bearing Pressure qmax = 2.32 ksf Summary Eccentricity Zone/Location L/6<=a<=L/2 Bearing Pressure Distribution Triangular Bearing --------- Maximum-Bearing Pressure--- ____q pmax = 2.32 ksf Allowable Bearing Pressure GALL = 5.00 : ksf ok Overturning Analysis 3/17/2010 Footing Bearing Pressure and Overturning Analysis-(rev 10-30-07).xlsx Sheet No. Project --"TV F-1-4 V-- By 7 of 33 3 ". e, AtjaPli Consulting Engineers, Location Date -/ Job No. Client Revised Purlland.Oregon Date ..„. r I 17, t -+ Ac,„7\-0,,-,„_., t.e,•-e.k77) I e 1 ,.., ASCE 7-05 Wind Loads: Method 2-Analytical Procedure input Values: ASCE 7-05 Ref.: Main Wind Force Resisting System Structure Type main WITS,Comp.&Clad.1■ Table 6-4 h K q Wind Parallel to Ridge Wind Normal to Ridge , z z Hurrican Prone Region? Non-Hurr.Prone Region I■ Table 6-1 Windward Wall Leeward Wail WW+LW Windward Wall Leeward Wall WW+LW Enclosure Classification Parltally Enctosed Buildings 1■ 6.5.9 ft . .....f o f a.f •._f ., .S *, .i ., ,dia..... ,.... Exposure Category 13 6.6.6.3 15 0.57 12.9 16.2 1.9 3.9 -10.3 12.3 16.0 • 1.7 1.5 -12.7 - ------I• Basic Wind Speed __95 mph Figure 6-1 20 0.62 14.0 17.0 2.7 3.9 -102 13.1 16.8 - 2.5 1.5 -12.7. 15.2 Occupancy Category Ev_ _ 1'1 Table 1-1 25 0.66 14.9 17.6 3.4 3.9 -10.3 13.7 17.4 3.1 1.5 _ -12.7 15.9 30 0,70 152 18.3 4.0 3.9 -10.3 14.4 18.0 3.8 1.5 -12.7 16.5 Mean Roof Height or Centroid of Height of Other Structure h= 12.0 ft 6.2 40 0.76 17.2 19.2 5.0 3.9 -10.3 15.3 19.0 • 4.7 1.5 -12.7 174 Horizontal Dimension of Building(PARALLEL TO RIDGE) L= 62 ft 50 0.81 18.3 20.0 5.8 3.9 -10.3 16.1 19.7 5.5 1.5 -12.7 182 Horizontal Dimension of Building(NORMAL TO RIDGE) 8= 26 ft 60 0,85 19.2 20.7 6.4 3.9 -102 16.7 204 6.1 1.5 -12.7 18.8 Angle of Plane of Roof from Horizontal 0= 10 deg. 6.3 70 0.89 20.1 21.3 , 7.0 3.9 -10.3_ 17.4 21.0 6.7 1.5 -12.7 19.4 Topographic Factor K,d= 1.00 6.5.7 80 0.93 21.0 21.9 7.7 3.9 -10.3 18.0 21.6 7.3 1.5 -12.7 20.1 Building Fundamental Period 7",. 0.204 sec. 9.5.5.3 90 0.96 . 21.7 22.4 8.1 3.9 -10.3 18.5 22.1 7.8 1.5 -12.7 20.5 Damping Ratio,Percent Critical for Buildings /3= 5 % 6.5.8.2 100 0.99 22.4 22.9 8.6 3.9 -10.3 19.0- 22.5 8.3 1.5 -12.7. 21.0 Effective VVind Area for Components&Cladding Acc= 0 fix 120 1.04 23.5 ,, 23.7 9.4 3.9 _ -10.3 19.8 23.3 9.0 1.5 _ -12,7 21.8 140 1.09 24.6 24.5 10.2 .,3.9 -10.3 20.6 24.1 9.8 1.5 ,-12.7 22.6 Analysis Variables: ASCE 7-02 Ref.: 160 1.13 25.5 '25.1 10.8 . 3.9 - -10.3 , 21.2 24.7 . 10.5 . 1.5 -122 '232 Importance Factor I= 1.15 Table 5-1 180 1.17 26.4 25:8 11.5 3.9 -10.3 , 21.8 , 25.4 . 11.1 1.5 -12.7 23.8 Wind Directionality Factor Kd= 0.850 Table 6-4 200 1.20 27.1 26.2 12.0 3.9 -10.3 22.3 . 25.8 11.5 1.5 -12.7. . 24.3 Velocity Pressure Exposure Coefficient K„= 0.575 Table 6-3 250 1.28 28.9 27.5 _ 13.2 •3.9 . -10.3 23.6 27.1 12.8 1.5 -12.7 25.5 Velocity Pressure g,,= 13.0 . psf 6.5.10 300 ,1.35 30.5 28.6 _ 14.3 3.9 -10.3_ 24.7 282 13.9 1.5 -12.7 -26.6 350 1.41 31.8 29.6 16-3 . 3.9 -10.3 25.7 29.1 14.8 1.5 -12.7 27.5 Bulking Natural Frequency n,= 4.90 Hz 6.5.8.2 400 1.47 , 33.2 302 16.3 3.9 _ -10.3 26.6 30.0 15.7 , 1.5 -12.7 28.5 Main Wind Force-Resisting System Classification Class= Rigid Bldg 6.3 450 1.52 .34.3 , 31.3 17.1 3.9 _ -10.3 , 27.4 30.8 16.5 1.5 , -12.7 29.3 . Gust Effect Factor(Rigid Bldg,Wind//to Ridge) G,= 0.881 6.5.8.1 500 1.56 35.2 32.0 17.7 3.9 -10.3 28.0 31.4 17.1 1.5 -12.7. ' 29.9 - Gust Effect Factor(Rigid Bldg,Wind 1 to Ridge) G,= 0.862 . 6.5.8.1 Gust Effect Factor(Flodble Bldg,Wind//to Ridge) G,,z= 0.883 Gust Effect Factor(Flexible Bldg,Wind.L to Ridge) Gr..,= 0.863 Components and Cladding Component Pressures(psf),for Height"h` External Pressure Coefficient(Windward Wall) Con,= 0.80 Figure 6-6 Location Predefined Area(e) User A(ft2) External Pressure Coefficient(Leeward Wall) C , „= -0.28 Figure 6-6 10 20 50 100 200 500 1000 . 0 External Pressure Coefficient(Leeward Wall) Cow,os,,,= -0.50 Figure 6-6 ,Negative Roof Zone 1 -18:8 -18.4 -17.9 -17.5 -17.5 -17.5 -17.5 . -18.8 External Pressure Coefficient(Side Wall) Cow= -0.70 Figure 6-6 Negative Roof Zone 2 -29.2 . -27.3 -24.7 -22.7 - -22.7 -22.7 -29.2 External Pressure Coefficient(Roof) Co= '.alive Roof Zone 3 -40.9 -38.5 -35.4 -33.1 . -211111MPI -33.1 -33.1 -40.9 Internal Pressure Coefficient(pos&neg) GC,,,= 0.55 . Figure 6-5 Pos.Roof Zones 1,2,3 ,13.6 12.8 11.0 . 11.0 11.0, .13.6 External Pressure Coefficient(Windward Wall) GC,„,ww= 0.443 Figure 6-10 N‘..tive Wall Zone 4 -21.4 -20.7 NI -19.1 , -17.5, -17.5 -21.4 External Pressure Coefficient(Leeward Wall) (C paw= -0237 Figure 6-10 Negative Wall Zone 5 ' -25.3 -23.9 ii.4.70-gegyammaral -17.5 -25.3 External Pressure Coefficient(Side Wall) GCptsw= -0.450 Figure 6-10 Pos.Wall Zones 4&5 20.1 19.44I 17.1 i 16.2 - 16.2 ' 20.1 / I i L„."-p, ,k 12E71 T.V1,50,1,0„-P IL 't.'-'4r1-4C ,,,A.. 17,-t5'1.44"4 LO i,...k3^2 k. .., ------' 6.2 i ' . A , 1 L,- 11,7-F-r 4;/k --- i---Fil- C. .....-4,...,. .-1- A.L,„7/ -=-, ik... -z , 1 1 , /.& 1,t) :Z., 1.4,x 7, r, ..- .-„„. I) . 2-r-- -,•-, . te."71 G... Aft.-t.Fle- • • . - .-....., .. . . 03 0 (4 3/17/2010 ASCE 7-05 Wind Loads(Analytical Procedure)(rev 02-25-08).xls.xls 00 • 9 of 33 Beam Analysis-Uniformly Distributed Load: wry,wt.wS 11111111 INPUT VARIABLES: Member Deflection Criteria Beam Length L= 17,00 ft Dead Load L/ 360 d Max = 2.00 in. Loads Live Load L/ 360 Uniformly Dist Dead Load w D = 0.080 kif d MAX= 2.00 in. Uniformly Dist Live Load w L = 0.000 klf Snow Load L/ 360 Uniformly Dist Snow Load w s = 0.000 klf d MAX = 2.00 in. Dead+Live+Snow Loads L/ 360 A MAX = 2.00 in. OUTPUT VARIABLES: Moment LRFD:1.4D MLRFD-1 = 4.05.. kip-ft LRFD:1.2D+1.6L+0.5S MLRFD-2 = 3.47 kip-ft LRFD:1.2D+0,5L+1.65 MLRFD-3 = 3.47 kip-ft ASD: D+L+S MASD = 2.89 kip-ft Shear LRFD:1.4D V LRFD-1 = 0.95 kips LRFD:1.20+1.6L+0.5S V LRFD-2 = 0.82 kips LRFD:1.2D+0.SL+1.6S V LRFD-3 = 0.82 kips ASD: D+L+S VASD = 0.68 kips Deflection Dead Load El REQ = 4.27 (10)6 k-in2 Live Load El REQ = 0.00 (10)6 k-in2 Snow Load El REQ = 0.00 (10)6 k-in2 Dead+Live+Snow Loads El REQ = 0.27 (10)6 k-in2 LRFD Summary ASD Summary Maximum Moment MLRFD = 4.05 kip-ft Maximum Moment MASD = 2.89 kip-ft Maximum Shear V LRFD = 0.95 kips Maximum Shear V ASD = 0.68 kips El Required El REQ = 0.27 (10)6 k-in2 El Required El REQ = 0,27 (10)6 k-in2 = 265.30 (10)6 lb-in2 Beam Analysis 3/17/2010 Beam Analysis-Uniformly Dist Load(rev 07-09-08).xlsx 10 of 33 Beam Analysis-Uniformly Distributed Load: wry wl,wS `/ V V V V V V V INPUT VARIABLES: Member Deflection Criteria Beam Length L= 17.00 ft Dead Load L/ 360 d MAX = 2.00 in. Loads Live Load L/ 360 Uniformly Dist Dead Load w D= 0.000 klf " MAX MAx-- 2.00 in. Uniformly Dist Live Load w L = 0.088 klf Snow Load L/ 360 Uniformly Dist Snow Load ws = 0.000 klf AMAX = 2.00 in. Dead+Live+Snow Loads L/ 360 /-I MAX= 2.00 in. OUTPUT VARIABLES: Moment LRFD:1.4D MLRFD-1 = 0.00 kip-ft LRFD:1.2D+1.6L+0.55 M LRFD-2 = 5.09 kip-ft LRFD:1.2D+0.5L+1.6S M LRFD-3 = 1.59 kip-ft ASD: D+L+S MASD = 3.18 kip-ft Shear LRFD:1.40 V LRFD-1 = 0.00 kips LRFD:1.2D+1.6L+0.5S V LRFD-2 = 1.20 kips LRFD:1.2D+0.51+1.6S V LRFD-3 = 0.37 kips ASD: D+1+S VASD = 0.75 kips Deflection Dead Load El REQ = 0.00 (10)6 k-in2 Live Load El REQ = 0.29 (10)6 k-in2 Snow Load El REQ = 0.08 (10)6 k-in2 Dead+Live+Snow Loads El REQ = 0.29 (10)6 k-in2 LRFD Summary ASD Summary Maximum Moment MLRFD = 5,09 kip-ft Maximum Moment MASD = 3.18 kip-ft Maximum Shear V LRFD = 1,20 kips Maximum Shear V ASD = 0.75 kips El Required El REQ = 0.29 (10)6 k-in2 El Required El REQ = 0.29 (10)6 k-in2 = 291.83 (10)6 lb-in2 Beam Analysis 3/17/2010 Beam Analysis-Uniformly Dist Load(rev 07-09-08).xlsx 11 of 33 a AISC LRFD Beam-Column Interaction Analysis: (W,HSS,&Pipe Sections) INPUT VARIABLES: Member Input AISC Member Section I HSS6X4X1/4 ■I Applied Loads Eff.Col.Length(X-X) Lx= ft Ultimate Moment(X-X) Mux= 5.09 kip-ft Elf.Col.Length(Y-Y) L y= 17.00 ft Ultimate Moment(Y-Y) Muy= 4.05 kip-ft Eff.Col.Length Fact.(X-X) Kx= Ulitmate Shear(X-X) V ux= 1.20 kips Eff.Col.Length Fact.(Y-Y) K y= 1.00 Ulitmate Shear(Y-Y) V uy= 0.95 kips Bending Coefficient Cb = 1.00 Ultimate Axial Pu= 0 kips Yield Strength F = 46.0 ksi Comp.Residual Stress F,= 10.0 ksi ANALYSIS VARIABLES: Member Section Properties Lateral Torsional Buckling Analysis Area A= 4.30 in2 Resistance Factor for Yielding 0= 0.90 Depth d= 6,00 in. Lat.Unbraced Length(UBL) Lb = 204 in. Flange Width b,= 4.00. in. Limit.Lat.UBL for Full Plastic LP = 71 in. Flange Thickness t,= 0.23 in. Limit.Lat.UBL for Inelastic L,= 2938 in. Web Thickness tw= 0.23 in. Plastic Bending Moment(X-X) Mpx= 33 kip-ft Flange-to-Fillet Dimension k= 0.00 in. Plastic Bending Moment(Y-Y) Mry= 25 kip-ft Unit Weigth w= 15.60 plf LTB Moment Strength(X-X) OMnXtre= 29 kip-ft Moment of Inertia(X-X) ix= 20.90 in4 Moment of Inertia(Y-Y) I y= 11.10 in4 Local Buckling Analysis Elastic Section Modulus(X-X) S„= 6.96 in3 Flange Width-Thickness Ratio b,/t,= 8.58 in./in. Elastic Section Modulus(Y-Y) Sy= 5.56 in3 Web Width-Thickenss Ratio h/tv,= 25.75 in./in. Plastic Section Modulus(X-X) ZX= 8.53 in3 Flange Slend.Lim.for Compact A p,= 9.58 Plastic Section Modulus(Y-Y) Zy= 6.45 in' Flange Slend.Lim.for Noncomp. A P,= 23.50 Radius of Gyration(X-X) rX= 2.20 in. Web Slend.Lim.for Compact A PW= 94.36 Radius of Gyration(Y-Y) ry = 1.61 . in. Web Slend.Urn.for Noncomp. A pw= 143.02 Polar Moment of Inertia J= 23.6 in4 FLB Moment Strength(X-X) 0MfXFte = 29_ kip-ft Warping Constant CH,= .0 in8 WLB Moment Strength(X-X) OM„XWLB = 29 kip-ft Beam Buckling Factor X, = 0.00 Beam Buckling Factor X2= 0.00000 Axial Analysis Resist.Fact.for Comp.Buckling rp= 0.90 Shear Analysis Column Slenderness Parameter A. = 1.61 Shear Strength(X-X) 0 V„X= 35 kips Axial Compressive Strength OP„, = 61 kips Shear Strength(Y-Y) 0 V„.,= 46 kips Axial Tensile Strength 0 P„,= 178 kips Capacities Summary Stiffness Summary e 2 Moment Strength(X-X) #MfXFLB = 29 kip-ft Stiffness(X-X) El= 0.61 . (10) kip-in Moment Strength(Y-Y) 0M„VFLB = 22 kip-ft Stiffness(Y-Y) El y= 0.32 (10)8 kip-in' Axial Compressive Strength 0 Pno= 61 , kips Axial Tensile Strength OP„,= 178 kips Shear Strength(X-X) 0 V„„= 35 kips Shear Strength(Y-Y) 0 V„,,= 46 kips Axial-Moment Interaction Check Shear Check Axial-Moment Interaction Ratio P/P+M/M= 0.36 . ok Shear Ratio(X-X) VN= 0.03 ok Shear Ratio(Y-Y) VN= 0.02 . ok Beam-Column Analysis 3/17/2010 AISC LRFD 3rd Ed.-Beam-Column Interaction Analysis(rev 06-05-07).xlsx.xls • Project Cl By Sheet No. r 12 of 33 CS/1/ 1/ hilliZEI Location Date Consulting Engineers Job No. Client Revised Portland.Oregon Date fr1rr A- CA. C17 r + 5› t— I irs.E. ± VF n rf-r- 1.17,454*, (41711/4`1-4 ) = 0 Cet) 11: e72-5- r x / Z t - - (7). 1p. C v.-cf.-L-11 TwA ,ogle, x 22 0-?, 4-- Z 11 /5; AiJ tO)2 x -1 jt ‘r 50 T. 13 of 33 Beam Analysis-Uniformly Distributed Load: WD,W,WS v V V V V v V V A INPUT VARIABLES: Member Deflection Criteria Beam Length L= 26.00 ft Dead Load L/ 360 MAX= 2.00 in. Loads Live Load L/ 360 Uniformly Dist Dead Load wD = 0.080 klf AMAX= 2.00 in. Uniformly Dist Live Load w L = 0.000 klf Snow Load L/ 360 Uniformly Dist Snow Load w5 = 0.200 klf AMAX= 2.00 in. Dead+Live+Snow Loads L/ 360 Max= 2.00 in. OUTPUT VARIABLES: Moment LRFD:1.4D MLRFD-2 = 9.46 kip-ft LRFD:1.2D+1.6L+0.55 M LRFD•2 = 16.56 kip-ft LRFD:1,2D+0.5L+1.65 MLRFD-3 = 35.15 kip-ft ASD: D+L+S MASD= 23.66 kip-ft Shear LRFD:1.4D V LRFD-1 = 1.46 kips LRFD:1.2D+1.6L+0.55 V LRFD.2 = 2.55 kips LRFD:1.2D+0.SL+1.6S V LRFD-3 = 5.41 kips ASD: D+L+S VASD = 3.64 kips Deflection Dead Load El REQ = 0.95 (10)6 k-in2 Live Load El REQ = 0,00 . (10)6 k-in2 Snow Load El REQ = 2.37 (10)6 k-in2 Dead+Live+Snow Loads El REQ = 3.32 (10)6 k-in2 LRFD Summary ASD Summary Maximum Moment MLRFD = 35.15 kip-ft Maximum Moment MASD = 23.66 kip-ft Maximum Shear V LRFD = 5.41 kips Maximum Shear VASD = 3.64 kips El Required El REQ = 3.32 (10)6 k-in2 El Required El REQ = 3.32 (10)6 k-in2 = 3321.86 (10)6 lb-in2 Beam Analysis 3/17/2010 Beam Analysis-Uniformly Dist Load(rev 07-09-08).xlsx 14 of 33 AISC LRFD Beam-Column Interaction Analysis: (W,HSS,&Pipe Sections) INPUT VARIABLES: Member Input AISC Member Section w12x26 • Applied Loads _^ Eff.Col.Length(X-X) L x=- ft Ultimate Moment(X-X) Mux= 35.20 kip-ft Eff.Col.Length(Y-Y) L y= 26.00 ft Ultimate Moment(Y-Y) M Uy= 0.00 kip-ft Eff.Col.Length Fact.(X-X) K = Ulitmate Shear(X-X) V„x= 5.40 kips Vuy= 0.00 kips Eff.Col.Length Fact.(Y-Y) K y= 1.00 Ulitmate Shear(Y-Y) Bending Coefficient Cb = 1.00 Ultimate Axial P„= 0 kips Yield Strength F = 50.0 ksi • Comp.Residual Stress F,= 10.0 ksi ANALYSIS VARIABLES: Member Section Properties Lateral Torsional Buckling Analysis Area A= 7.65 in2 Resistance Factor for Yielding 0= 0.90 Depth d= 12.20 in. Lat.Unbraced Length(UBL) L b = 312 in. r=Flange Width b - 6.49 - in. Limit.Lat.UBL for Full Plastic L = 64 in. Flange Thickness t = 023 in. Limit.Lat.UBL for Inelastic L,= 145 in. Web Thickness t,.,= 0.23 in. Plastic Bending Moment(X-X) Mpx= 155 kip-ft kip-ft Flange-to-Fillet Dimension k= 0.68 in. Plastic Bending Moment(Y-Y) Mpy= 34 ki Unit Weigth w= 26.00 plf LTB Moment Strength(X-X) 0M„Ara= 38 kip-ft Moment of Inertia(X-X) l,= 204.00 in4 Moment of Inertia(Y-Y) ly= 17.30 in4 Local Buckling Analysis Flange Width-Thickness Ratio b f/f f= 14.11 in./in. Elastic Section Modulus(X-X} Sx= 33.40 .ina g hit = 47.13 in.rn. Plastic Section Modulus(X-X} zx= Elastic Section Modulus(Y-Y) Sy= 5.34 in3 Web Width-Thickenss Ratio w- 37.20 in3 Flange Slend.Lim.for Compact 2 pf= 9.19 22 29 Plastic Section Modulus(Y-Y) Z r= 8.17 in3 Flange Slend.Lim.for Noncomp. p,= r„= - 5.17 in. Web Slend.Lim.for Compact A pi.= 90.51 Radius of Gyration(X-X) Radius of Gyration(Y-Y) ry= 1.51 in. Web Slend.Lim.for Noncomp. Apw= 137.18 Polar Moment of Inertia J= 0.3 =03 ina FLB Moment Strength(X-X) 0M„xFLB= 538 kip-ft Warping Constant C,,.= 606 ins WLB Moment Strength(X-X) OMnxw 140 kip-ft LB= Beam Buckling Factor X, = 1,820.00 Beam Buckling Factor X2 = 0.01390 Axial Analysis Resist.Fact.for Comp.Buckling 0= 0.90 Shear Analysis Column Slenderness Parameter 2„ = 2.73 Shear Strength(X-X) 0 V„x= 76 kips Axial Compressive Strength 0P„0 - 40 kips th �P„, = 344 kips Axial Tensile Strength Shear Strength(Y-Y) 0 V„y= 81 kips g Capacities Summary Stiffness Summary Moment Strength(X-X) OM 38 kip-ft Stiffness(X-X) El x= 5.92 (10)6 kip-in2 rtxFte = p Et 0.50 (10)6 kip-in2 Moment Strength(Y-Y) q M„,,Fiz= 31 kip-ft Stiffness(Y-Y) y= Axial Compressive Strength ¢P„c= 40 kips Axial Tensile Strength 0P„f= 344 kips Shear Strength(X-X) ¢V,, = 76- kips Shear Strength(Y-Y) 0 V„,= 81 kips Axial-Moment Interaction Check Shear Check ok Axial-Moment Interaction Ratio P/P+M1M= 0.92 ok VN= 0.07 Shear Ratio(Y-Y) VN= 0.00 ok Beam-Column Analysis 3/17/2010 AISC LRFD 3rd Ed.-Beam-Column Interaction Analysis(rev 06-05-07).xisx.xls Project --ruf: ct g_ By • „ Sheet No 15 of 33 , Location Date C. Mal Consulting Engineers Job No, Client Revised Portland,Oregon • Date C'S ed) (e) tAA F • •#..r'r 5 • 1,3 /)5 1-707.- 41-el) ,2., K.--v-v---ors. _ I LLD ;34,5 F 11- \) e 4-z R-, .1- 1 16 of 33 ASCE 7-05 Equivalent Lateral Force Procedure Site Spectrum: Hazard Map Values: Code Reference Equation Spectral Response Acceleration,Short Period S = 0.952 g 11.4.1 Spectral Response Acceleration,1-Sec.Period S, = 0.341 g 11.4.1 Geotechnical Report Recommendation: Site Class Class= D 11.4.2 Site Coefficients: Site Coefficient for Short Period Fa = 1.119 Table 11.4-1 Site Coefficient for 1-Sec.Period F„_ .1/18 Table 11.4-2 Maximum Considered Earthquake(MCE)Parameters: MCE Spectral Response Acceleration,Short T SMS = 1.065 g 11.4.3 (11.4-1) MCE Spectral Response Acceleration, 1-Sec.T Sul = 0.586 g 11.4.3 (11.4-2) Design Base Earthquake(DBE)Parameters: DBE Spectral Response Acceleration,Short T SDS = 0110 g 11.4.4 (11.4-3) DBE Spectral Response Acceleration, 1-Sec.T S01 = 0.391 g 11.4.4 (11.4-4) Building Response: Building Properties: Response Modification Factor R= 2.5 Table 12.2-1 System Overstrength Factor 120 = 2.00 Table 12.2-1 Deflection Amplification Factor Cd= 2.50 Table 12.2-1 Occupancy Category Categ.= rry I'I' Table 1-1 Period Coefficient Ct = 0.028 Table 12.8-2 Period Coefficient x= 0.80 Table 12.8-2 Analysis Calculated Fundamental Period Tb = n/a sec 12.8.2 Long-Period Transition Period TL = 16.0 sec. Figure 22-15 Effective Height h„ = 15.0 ft 12.8.2.1 Period for Base Shear: Seismic Design Category Cat.= D 11.6 Occupancy Importance Factor I = 1.50 Table 11.5-1 Coefficient for Upper Limit on Calculated Period C. = 1.40 12.8.2 Period at Beginning of Short Period Plateau To = 0.110 sec. 11.4.5 Period at End of Short Period Plateau TS = 0.550 sec. 11.4.5 Approximate Fundamental Period T. = 0.244 sec. 12.8.2.1 (12.8-7) Design Fundamental Period Limit(if using Tb) TLuM = 0.342 sec. 12.8.2 Design Period T= 0.244 sec. 12.8.2 Seismic Response Coefficient: Seismic Response Coefficient C. = 0.426 12.8.1.1 (12.8-2) Maximum Seismic Response Coefficient CsMAX = 0.959 12.8.1.1 (12.8-3&4) Minimum Seismic Response Coefficient CSMIN= 0.010 12.8.1.1 (12.8-5&6) Design Seismic Response Coefficient C9 = 0.426 12.8.1.1 `Seismic Base Shear(Equiv.Lat.Force Proc.) V= 0A26*W j12.8.1 ASCE 7-05 ELFP Base Shear 3/30/2010 01 -ASCE 7-05 Seismic Base Shear-ELFP(rev 09-10-08)OMF.xlsx.xls Sheet No. Project --.1.-A)fr:A __ By -:-:c7:1(-E_ 17 of 33 Location Date e- 5.e--//c::› EiZri Consulting Engineers Job No, Client Revised „_ Portiond.Oregon Date i'--4v —viz--,-,- - r , Pa L__-_ IV's f--- 1 t OL-x 3 . 1:7 ----- 4 :.--:- r-_ ,---- O.o45 s(r'"1:-.1-'!i.,- ).,■ ic:_-'vt- :::: 0..-3-53,--4-. --- (1% * x k 0.OZ-5 VW- X, -.2-1---Pir-X' )0.r--,r- a , 17.10. x : x ... lf, : liN z_p (1--i./5:r4"-(41) X I0E-1 •,--= if ...— I S7- b i--- e — 0c;r_ ( : -e-A- y -f-2--u-r- ) 1C7)v-r :-.---. ) 'St,1r- -- 12;tp — - 4 - -- . ,. •— 0 I 00 r-,F X -- --rr x 1F-T-- ^X- .= 3. 0.02.5„_K k v:-.-4- X. i Cr.r-- 7.-- -*-- '' '1E.--3 - - ,c,--..- ,t7t_z•.Y-E,L3 to--Q4it ".trt'sr,..41.--- --- ---t------fr.--- V—r--"*,--- ert■-wv-1"-- .6„ .:---- b. gg-4- ■..4 x CA „:„_-_ 0 . ta4-10. x 2_,s; = L4 41--- 11,4. .------• 2--.*7-1 ),,,,, ..., e,.c'i s---Y. / "..F7-X rr” ' , - . 18 of 33 x • W8X35 W8X35 N N5 N2 N4 , X X . LO X ,. .. x . . - LO , , ![j ) us - .. . . .. . _. . . . .. .. u . ... U) (J) 2 2 • • KPFF Consulting Engineers Ian Eikanas Mar 30, 2010 at 2:45 PM Steel Moment Frame-Balcony.r2d .Y 19 of 33 —o .�.x -2.137k - -.787k -1.35k N5 N2 . N4 (C11 �V3 Loads: BLC 1, Dead KPFF Consulting Engineers Ian Eikanas Mar 30, 2010 at 2:45 PM Steel Moment Frame-Balcony.r2d 20 of 33 -4.75k -3k -1.75k ? _ _.. T _ N5 N2 N4 "N N 3 Loads: BLC 2, Live KPFF Consulting Engineers lan Eikanas Mar 30, 2010 at 2:45 PM Steel Moment Frame-Balcony.r2d 1Y_ 21 of 33 -1.187k -.75k. -.437k N5 N2 N4 N1 3 Loads: BLC 3, Snow KPFF Consulting Engineers lan Eikanas Mar 30, 2010 at 2:45 PM Steel Moment Frame-Balcony.r2d tr 22 of 33 Ilz—_QL_.x N5 N2-.342k/ft 'N4 N1 3 • Loads: BLC 5, EQ KPFF Consulting Engineers Ian Eikanas Mar 30, 2010 at 2:45 PM Steel Moment Frame-Balcony.r2d 7 _Y_ 23 of 33 M4 M3 N5 N2 N4 N ' (v1 N3 Results for LC 8, Drift-- E KPFF Consulting Engineers Ian Eikanas Mar 30, 2010 at 2:48 PM Steel Moment Frame-Balcony.r2d 24 of 33 Column: M7 Max: 15.0081 at 0 ft Shape: HSS5X5X6 Material: A500_46 Length: 15 ft I Joint: N1 J Joint: N2 LC 6: LRFD 1.34D+0.5L+0.2S+2.0QE Code Check: 0.496 (bending) Report Based On 97 Sections Min: 14.3651 at 15 ft Max: 2.4303 at 0 ft Max: -2.0697 at 0 ft V k fa ksi Min: 2.3262 at 15 ft Max: 22.1386 at 0 ft Max: 15.051 at 15 ft M !,.;*;,41N. k-ft fc ksi Min: .2054 at 7.6562 ft Min: -15.9946 at 0 ft Max: -.2054 at 7.6562 ft Max: 1.7575 at 15 ft ft ksi D in Min: -22.1386 at 0 ft AISC LRFD 3rd Ed. Code Check Max Bending Check 0.496 Max Shear Check 0.024 Location 0 ft Location 0 ft Equation HSS 7.1-2 Max Defl Ratio L/102 Compact Fy 46 ksi Out Plane In Plane phi*Pnc 129.7633 k Lb 15 ft 15 ft phi*Pnt 255.6565 k KUr 96.0792 96.0792 phi*Mn 36.4873 k-ft Sway No No phi*Vn 86.6295 k L Comp Flange 15 ft Cb 1 - 25 of 33 Column: M2 Max: -2.0909 at 0 ft Shape: HSS5X5X6 Material: A500_46 Length: 15 ft I Joint: N3 J Joint: N4 LC 6: LRFD 1.34D+0.5L+0.2S+2.OQE Code Check: 0.454 (bending) Report Based On 97 Sections Min:-2.7339 at 15 ft Max: -2.154 at 0 ft V k Max: -.3386 at 0 ft fa ksi Min: -.4427 at 15 ft Max: 22.7201 at 0 ft Max: 15.896 at 15 ft odf 4` k-ft M fc ksi Min: .1069 at 7.6562 ft Min:-16.4147 at 0 ft Max: -.1069 at 7.6562 ft Max: 1.7575 at 15 ft ft ksi D in Min: -22.7201 at 0 ft AISC LRFD 3rd Ed. Code Check Max Bending Check 0.454 Max Shear Check 0.025 Location 0 ft Location 0 ft Equation HSS 7.1-2 Max Defl Ratio L1102 Compact Fy 46 ksi Out Plane In Plane phi*Pnc 129.7633 k Lb 15 ft 15 ft phi*Pnt 255.6565 k KUr 96.0792 96.0792 phi*Mn 36.4873 k-ft Sway No No phi*Vn 86.6295 k L Comp Flange 15 ft Cb 1 Beam: M3 26 of 33 Shape: W8X35 Max: 1.9265 at 0 ft Material: A572Grade50 Length: 6 ft I Joint: N2 A J Joint: N4 LC 6: LRFD 1.34D+0.5L+0.2S+2.00E Code Check: 0.176 (bending) Min:-2.1775 at 6 ft Report Based On 97 Sections Max: 6.6219 at 0 ft . • Max: .187 at 0 ft fa ksi Min: -.2114 at 6 ft V . Min: 6.1929 at 6 ft Max: 8.6501 at 0 ft Max: 22.5484 at 0 ft AI* W.31.1,14Z° M "4, RJAvows k-ft fc ksi Min: .073 at 3.5 ft Min:-15.896 at 6 ft Max: -.073 at 3.5 ft Max: .0024 at 6 ft ft ksi D -.0quiswir in Min: -8.6501 at 0 ft Min: -.0148 at 0 ft AlSC LRFD 3rd Ed. Code Check Max Bending Check 0.176 Max Shear Check 0.097 Location 0 ft Location 0 ft Equation H1-1 b Max Deft Ratio L14189 Compact Fy 50 ksi Out Plane In Plane phi*Pnc 399.4155k Lb 6 ft 6 ft phi*Pnt 463.5 k KUr 35.4035 20.5045 phi*Mn 130.125 k-ft Sway No No phi*Vn 67.9644 k Cb 1 L Comp Flange 6 ft 2 Beam: M4 27 of 33 Shape: W8X35 Material: A992 Length: 3.5 ft I Joint: N2 A k J Joint: N5 LC 6: LRFD 1.34D+0.5L+0.2S+2.OQE Code Check: 0.058 (bending) Report Based On 97 Sections Max:-2.017 at 3.5 ft V k fa ksi Min: -2.2672 at 0 ft Max: 2.8762 at 0 ft M 0." k-ft i+ta`Sj 1. �Es fc ksi Min:-7.4974 at 0 ft Max: .1007 at 3.5 ft ft _ ksi p in Min: -2.8762 at Oft Min: .0148 at 0 ft AISC LRFD 3rd Ed. Code Check Max Bending Check 0.058 Max Shear Check 0.033 Location 0 ft Location 0 ft Equation H1-1 b Max Defl Ratio 0488 Compact Fy 50 ksi Out Plane In Plane phi*Pnc 424.3094 k Lb 3.5 ft 3.5 ft. phi*Pnt 463.5 k KUr 20.652 11.961 phi*Mn 130.125 k-ft Sway No No phi*Vn 67.9644 k L Comp Flange 3.5 ft Cb 1 tY 28 of 33 x N N2 ( N4 \ , ,4.N 1 ii\13 Results for LC 8, Drift-- E 1KPFF Consulting Engineers Ian Eikanas . Mar 30, 2010 at 2:46 PM Steel Moment Frame-Balcony.r2d 29 of 33 Column: M2 Max:-2.5194 at 0 ft Shape: HSS5X5X6 A k f Material: A500_46 Length: 15 ft I Joint: N3 : J Joint: N4 LC 8: Drift-- E Code Check: 0.220 (bending) Report Based On 97 Sections Max:-1.026 at 0 ft Max: -.408 at O ft V _ k fa ksi Max: 10.8404 at 0 ft Max:7.5581 at 15 ft „ft 1V6 fc ksi Min: .0324at7.6562ft Min: - ; Oft Max: -.0324 at 7.6562 ft • : .8412 at 1,ft ft ksi p in Min: -10.8404 at 0 ft AISC LRFD 3rd Ed. Code Check Max Bending Check 0.220 Max Shear Check 0.012 Location 0 ft Location 0 ft Equation HSS 7.1-2 Max Defi Ratio U214 Compact Fy 46 ksi Out Plane In Plane phi*Pnc 129.7633 k Lb 15 ft 15 ft phi*Pnt 255.6565 k KUr 96.0792 96.0792 phi*Mn 36.4873 k-ft Sway No No phi*Vn 86.6295 k L Comp Flange 15 ft Cb 1 30 of 33 JOE x M4 M3 N5 N2 N4 • 5.7 6.3 Ipto Pr- 2.8 tAAA,,,,aa A.Verr- -Fr 16.8 Nnt-i1/44. \A^e"-‘,,,‘ =- 1 r-TA. (==, -4-- g I I . Results for LC 10, ASD 1.1D+L-F-S+0E/1.4 \AA . Reaction units are k and k-ft KPFF Consulting Engineers Ian Eikanas Mar 30, 2010 at 2:57 PM Steel Moment Frame-Balcony.r2d tY 31 of 33 x M4 M3 N5 N2 N4 2 5.6. -.: 5.7 5 �-'-ver- 0 9 0 41 15 - Results for LC 11, ASD 0.8D+QE/1.4 - ' - Reaction units are k and k-ft I KPFF Consulting Engineers Ian Eikanas Mar 30, 2010 at 2:57 PM Steel Moment Frame-Balcony.r2d 32 of 33 Footing Bearing Pressure and Overturning Analysis: INPUT VARIABLES: Loads Applied Axial Load p= 11.3 kips Applied Moment M= 16.8 kip-ft Geometry Footing Length L= 5.00 ft Footing Width B= 5.00 ft Allowable Bearing Pressure Allowable Soil Bearing Pres. G»u = 5.00 ksf ANALYSIS VARIABLES: Eccentricity Equivalent Eccentricity of Load e= � . 1.5 ft Eccentricity Zone/Location e ? �� L/6<=e<=L/2 Bearing Pressure Distribution Triangular Beari Case 1: m<= L/6 Minimum Bearing Pressure q mm = ' -,. ' ksf ` ^ Maximum Beari ksf �m� = _-. Case 2: Ly6<e<= L/2 Triangular Stress Dist. Length A= 3]] ft Minimum Bearing Pressure qmm = 0.00 ksf Maximum Bearing Pressure q = �_ 1.49 ksf Summary Eccentricity Zone/Location 1/6<=e<=1./2 Bearing Pressure Distribution Triangular Bearing Maximum Bearing Pressure qvmax = ' 1°49 ksf Allowable Bearing Pressure G ALL 5.00 ' ksf ok Overturning Analysis 30/2010 Footing Bearing Pressure and Overturning Analysis-(rev 10-30-07).x|sx 33 of 33 Footing Bearing Pressure and Overturning Analysis: INPUT VARIABLES: Loads Applied Axial Load P= 4.8 kips Applied Moment M= 5.7 kip-ft Geometry Footing Length L= 5.00 ft Footing Width B= 5.00 ft Allowable Bearing Pressure Allowable Soil Bearing Pres. GALL = 5.00 ksf ANALYSIS VARIABLES: Eccentricity Equivalent Eccentricity of Load e= 1.2 ft Eccentricity Zone/Location e>=<? L/6<=e<=L/2 Bearing Pressure Distribution Triangular Bearing Case 1: a<=L/6 Minimum Bearing Pressure Gmjn = ksf Maximum Bearing Pressure Gmax = -- ksf Case 2: L/6<e<=L/2 Triangular Stress Dist. Length A= 3.9. ft Minimum Bearing Pressure G min = 0.00 ksf Maximum Bearing Pressure G max = 0.49 ksf Summary Eccentricity Zone/Location L/6<=a<=L/2 Bearing Pressure Distribution Triangular Bearing Maximum Bearing Pressure G Amax = 0.49 ksf Allowable Bearing Pressure GALL = 5.00 ksf ok Overturning Analysis 3/30/2010 Footing Bearing Pressure and Overturning Analysis-(rev 10-30-07).xlsx PECK SMILEY ETTLIN • s architects ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS ASI No.: 003 Date: 18 May 2010 Date of Contract: 4 January 2010 Project: TVF&R CBOC PSE Project No.: 2810.01 Owner: Tualatin Valley Fire&Rescue CM/GC: Howard S.Wright Constructors You are directed to make the following changes in this Contract: REPLACE Specification Section 13080 with attached Specification Section 13080 (See attached memo.) Attachments: Specification Section 13080 The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgements that there will be no change in the Contract sum or Contract Time. OL 4112ry ARCHITECT 18 May 2010 Date J:\08\2810 TVFR Command and Business Center(CBOC)\CA-PHASE 3\05 CCD\AS1-003\ASI-QQ ,Corbett,Portland,OR 97201 tel 503.248.9170 fax 503.248.0223 www.psearchs.com SECTION 13080 SEISMIC RESTRAINT FOR NONSTRUCTURAL COMPONENTS PART 1 - GENERAL 1.1 DESCRIPTION A. Provide seismic restraint in accordance with the requirements of this section in order to maintain the integrity of nonstructural components of the building so that they remain safe and functional in case of seismic event. B. Definitions:Non-structural building components are components or systems that are not part of the building's structural system whether inside or outside, above or below grade.Non- structural components of buildings include: 1. Architectural Elements: Facades that are not part of the structural system and its shear resistant elements; cornices and other architectural projections and parapets that do not function structurally;glazing;nonbearing partitions;suspended ceilings; stairs isolated from the basic structure; cabinets;bookshelves;medical equipment; and storage racks. 2. Electrical Elements: Power and lighting systems; substations; switchgear and switchboards; auxiliary engine-generator sets; transfer switches; motor control centers;motor generators; selector and controller panels;fire protection and alarm systems;special life support systems;and telephone and communication systems. 3. Mechanical Elements:Heating,ventilating,and air-conditioning systems;medical gas systems; plumbing systems; sprinkler systems; pneumatic systems; boiler equipment and components. 1.2 RELATED SECTIONS A. Section 06200,Finish Carpentry. B. Section 06400,Architectural Woodwork. C. Section 08110,Hollow Metal Doors and Frames. D. Section 08305,Access Doors. E. Section 08800,Glass and Glazing. F. Section 09210,Gypsum Board G. Section 09920 Non-Load Bearing Wall Framing System H. Section 09510,Acoustical Ceiling System. I. Section 10270,Access Flooring J. Section 11400,Kitchen and Laundry Equipment. Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080— 1 K. Section 15300, Fire Protection Sprinkler System. L. Section 15420,Plumbing Piping Systems. M. Section 15855 Fan Units,Air Handling Units. N. Section 15890,Ductwork O. Section 15930,Air Terminal Units P. Section 16741,Data Telecom Cabling. Q. Section 16620,Automatic Duel Fuel Generator System. R. Section 16675,Surge Protection Devices. S. Section 16500, Lighting. T. Section 16721,Analog Addressable Fire Alarm and Detection System. U. Section 16740,Telephone/Data Raceway System. 1.3 QUALITY CONTROL A. Shop-Drawing Preparation: 1. Have seismic-force-restraint shop drawings and calculations prepared by a professional structural engineer experienced in the area of seismic force restraints. The professional structural engineer shall be registered in the State of Oregon. 2. Submit design tables and information used for the design-force levels,stamped and signed by a professional structural engineer registered in the State of Oregon. B. Coordination: 1. Do not install seismic restraints until seismic restraint submittals are approved by the Structural Engineer of Record. 2. Coordinate and install trapezes or other multi-pipe hanger systems prior to pipe installation. 1.4 SUBMITTALS A. Submit a coordinated set of architectural components,mechanical and electrical equipment anchorage drawings prior to installation including: 1. Description,layout,and location of items to be anchored or braced with anchorage or brace points noted and dimensioned. 2. Details of anchorage or bracing at large scale with all members, parts brackets shown, together with all connections, bolts, welds etc., clearly identified and specified. Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080—2 3. Numerical value of design seismic brace loads. 4. For expansion bolts, include design load and capacity if different from those specified. 5. Seal of registered structural engineer responsible for design. B. Submit prior to installation,a coordinated set of bracing drawings for seismic protection of piping, with data identifying the various support-to-structure connections and seismic bracing structural connections,include: 1. Single-line piping diagrams on a floor-by-floor basis.Show all suspended piping for a given floor on the same plan. 2. Type of pipe(Copper, steel,cast iron, insulated,non-insulated,etc.). 3. Pipe contents. 4. Structural framing. 5. Location of all gravity load pipe supports and spacing requirements. ' 6. Numerical value of gravity load reactions. 7. Location of all seismic bracing. 8. Numerical value of applied seismic brace loads. 9. Type of connection(Vertical support,vertical support with seismic brace etc.). 10. Seismic brace reaction type (tension only, tension and compression). Details illustrating all support and bracing components, methods of connections, and specific anchors to be used. 11. Seal of registered structural engineer responsible for design. C. Submit prior to installation,bracing drawings for seismic protection of suspended ductwork and suspended electrical and communication cables,include: 1. Details illustrating all support and bracing components,methods of connection,and specific anchors to be used. 2. Numerical value of applied gravity and seismic loads and seismic loads acting on support and bracing components. 3. Maximum spacing of hangers and bracing. 4. Seal of registered structural engineer in the State of Oregon responsible for design. D. Submit design calculations prepared and sealed by the registered structural engineer specified above in paragraph 1.3A. Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080—3 E. Submit the appropriate ICC—ES evaluation reports for concrete anchors. 1.5 APPLICABLE PUBLICATIONS A. The Publications listed below(including amendments,addenda revisions,supplements and errata) form a part of this specification to the extent referenced. The publications are referenced in text by basic designation only. B. American Concrete Institute (ACI): Building Code Requirements for Structural Concrete, ACI 318-05. C. American Institute of Steel Construction (AISC): Steel Construction Manual, Thirteenth Edition,2007. D. American Society for Testing and Materials(ASTM): A36/A36M-05 Standard Specification for Carbon Structural Steel A53/A53M-07 Standard Specification for Pipe,Steel,Black and Hot-Dipped, Zinc-coated,Welded and Seamless A307-03 Standard Specification for Carbon Steel Bolts and Studs; 60,000 PSI Tensile Strength A325-04 Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength A490-04 Standard Specification for Heat-Treated Steel Structural Bolts, 150 ksi Minimum Tensile Strength A500—Rev. A-04 Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes A501-01 Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing A615/615M—REV.A-04 Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement A992/A992M-04 Standard Specification for Steel for Structural Shapes for Use in Building Framing A996/996M-04 Standard Specification for Rail-Steel and Axel-Steel Deformed Bars for Concrete Reinforcement E488-96 Standard Test Method for Strength of Anchors in Concrete and Masonry Elements E. Oregon Structural Specialty Code 2007: 2006 International Building Code with Oregon Amendments. Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080—4 F. American Society of Civil Engineers(ASCE):SEI/ASCE 7-05 Minimum Design Loads for Buildings and other Structures. G. National Uniform Seismic Installation Guidelines(NUSIG). H. National Fire Protection Association (NFPA): NFPA 13 Standard for the Installation of Sprinkler Systems,2002. I. Sheet Metal and Air Conditioning Contractors National Association(SMACNA): Seismic Restraint Manual—Guidelines for Mechanical Systems, 1998 Edition and Addendum. 1.6 SEISMIC FORCES AND RESTRAINTS A. Seismic force shall be based on IBC Section 1613 and ASCE 7 Section 13.3. 0.4apS„SWp F = (R p \IpI Where Fp=Seismic design force,ap=component amplification factor,SDs=Spectral acceleration, short period of 0.73 for this site and soil, Wp = component operating weight, RI, = component response modification factor,4=Importance factor of 1.5,and z/h=height in structure of point of attachment of component over average roof height of structure(conservatively set at 1.0). Fp shall not be taken as less than Fp=0.3S„s IpWp and is not required to be taken as greater than Fp= 1.6Sns IpWp. B. No Exception s allowed per the City of Tigard interpretation: - --. : ._ ---- the following items need not be considered. 1. Equipment weighing less than 400 pounds supported directly on the floor or roof. V 2. Equipment weighing less than 20 pounds suspended from a roof or floor or hung from a wall. Furniture;except storage racks,cabinets,and bookcases as specified in Part 3 of this Section. V'I'I. Temporary or moveable equipment. /5/ piping less than one inch inside diameter. 6. Piping in boiler and mechanical equipment rooms less than 1 1/4 inch inside diameter. , 7. All other piping less than 2 1/2 inch inside diameter except for automatic fire V 8. All piping suspended by individual hangers, 12 inches or less in length from the top Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080—5 9. All electrical conduits, less than 2 1/2 inch inside diameter. 10. All rectangular air handling ducts less than six square feet in cross sectional area. 11. All round air handling ducts less than 28 inches in diameter. to the bottom of the support for the hanger. PART 2- PRODUCTS 2.1 STEEL A. Structural Steel:ASTM A36. B. Structural Tubing:ASTM A500,Grade B. C. Structural Tubing:ASTM A501. D. Steel Pipe:ASTM A53/A53M,Grade B. E. Bolts&Nuts:ASTM A325. 2.2 CAST-IN-PLACE CONCRETE A. Concrete:28 day strength, fc=1200 psi. B. Reinforcing Steel:ASTM A615/615M. PART 3- EXECUTION 3.1 CONSTRUCTION,GENERAL A. The design of all components as listed following this section shall comply with International Building Code Section 1613,which incorporates ASCE 7 Chapter 13. B. Provide equipment supports and anchoring devices to withstand the seismic design forces,so that when seismic design forces are applied, the equipment cannot displace, overturn, or become inoperable. C. Provide anchorages in conformance with recommendations of the equipment manufacturer and as shown on approved shop drawings and calculations. D. Construct seismic restraints and anchorage to allow for thermal expansion. E. Testing Before Final Inspection: 1. Test 10 percent of anchors in concrete per ASTM E488 to determine that they meet the required load capacity.If any anchor fails to meet the required load,test the next 20 consecutive anchors,which are required to have zero failure,before resuming the 10 percent testing frequency. Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080—6 2. Before scheduling Final Inspection, submit a report on this testing indicating the number and location of testing,and what anchor-loads were obtained. 3.2 MECHANICAL AND ELETRICAL EQUIPMENT RESTRAINT AND BRACING A. See drawings for equipment to be restrained or braced. 3.3 MECHANICAL DUCTWORK AND PIPING; BOILER PLANT STACKS AND BREACHING; ELECTRICAL BUSWAYS,CONDUITS,AND CABLE TRAYS; AND TELECOMMUNICATION WIRES AND CABLE TRAYS A. Support and brace mechanical ductwork and piping;electrical busways,conduits and cable trays; and telecommunication wires and cable trays including boiler plant stacks and breeching to resist directional forces(lateral, longitudinal and vertical). B. Brace duct and breeching branches with a minimum of 1 brace per branch. C. Provide seismic restraints according to one of the following options: 1. Meet requirements of the latest SMACNA Seismic Restraint Manual Guidelines for Mechanical Systems for the prescribed Seismic Hazard Level(SHL)A. 2. Meet the most current requirements of the National Uniform Seismic Installation Guidelines(NUSIG). 3. Where SMACNA or NUSIG requirements are not met completely,submit proposed alternate details and calculations to completely address seismic bracing requirements. For such designs, use the 2007 Oregon Structural Specialty Code requirements. D. Provide supports and anchoring so that,upon application of seismic forces,piping remains fully connected as operable systems which will not displace sufficiently to damage adjacent or connecting equipment,or building members. E. Seismic Restraint of Piping: 1. Design criteria: a. Piping resiliently supported:Restrain to support 120 percent of the weight of the systems and components and contents. b. Piping not resiliently supported: Restrain to support 60 percent of the weight of the system components and contents. c. Except as noted above,meet requirements of International Building Code for determining seismic force Fp. 2. Provide seismic restraints according to one of the following options: Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080—7 a. Meet the criteria listed above, and meet requirements of the latest SMACNA Seismic Restraint Manual Guidelines for Mechanical Systems for the prescribed Seismic Hazard Level(SHL)A. b. Meet the criteria listed above,and meet the most current requirements of the National Uniform Seismic Installation Guidelines(NUSIG). c. Where SMACNA or NUSIG requirements are not met completely,submit proposed alternate details and calculations to completely address seismic bracing requirements.For such designs use the International Building Code requirements. F. Piping Connections:Provide flexible connections where pipes connect to equipment.Make the connections capable of accommodating relative differential movements between the pipe and equipment under conditions of earthquake shaking. 3.4 PARTITIONS A. In buildings with flexible structural frames,anchor partitions to only 1 structural element, such as a floor slab,and separate such partition by a physical gap from all other structural elements. B. Properly anchor masonry walls to the structure for restraint, so as to carry lateral loads imposed due to earthquake along with their own weight and other lateral forces. 3.5 CEILINGS AND LIGHTING FIXTURES A. At regular intervals, laterally brace suspended ceilings against lateral and vertical movements,and provide with a physical separation at the walls. B. Independently support and laterally brace all lighting fixtures. C. Ceilings shall be designed and installed in accordance with ASTM C635,ASTM C636,and ASCE 7-05 Section 13.5.6.2.2. 3.6 FACADES AND GLAZ ING A. Do not install concrete masonry unit filler walls in a manner that can restrain the lateral deflection of the building frame. Provide a gap with adequately sized resilient filler to separate the structural frame from the non-structural filler wall. B. Install attachments to structure for all façade materials as shown on construction drawings to ensure strength against applicable seismic forces at the project location. 3.7 STORAGE RACKS, CABINETS,AND BOOKCASES A. Install storage racks to withstand earthquake forces and anchored to the floor or laterally braced from the top to the structural elements. B. Anchor medical supply cabinets to the floor or walls and equip them with properly engaged, lockable latches. Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080—8 C. Anchor filing cabinets that are more than 2 drawers high to the floor or walls,and equip all drawers with properly engaged,lockable latches. D. Anchor bookcases that are more than 30 inches high to the floor or walls, and equip any doors with properly engaged,lockable latches. END OF SECTION Tualatin Valley Fire&Rescue CBOC Seismic Restraint Project 2810 ASI 5-17-10 13080—9 ` •. 0 CONS1 ICT1ON TYPE ro..._.........T.•.____1. I I-B WITH FULLY AUTOMATIC SPRINKLER 1�'r ' 0. '. 'f L. _ _ _. _ ..... . _ ..... ... .. . :_.. INN MN INN AM MR AIM Nil 000,40 - SYSTEM SF i OCCUPANCY CLA8RCATION B 2 OCC. B *14' '' - :: a I. MIXED USE NONSEPARATED 2g3 ACC ACC 8.3.2 3 OCC. CC. .• <. .,■ 784 i4ACC ACS •:14a8F I, OCCUPANCIES (o55G 508.3.2): OFO I 3 X30 0 .. 3 OCC. d; • ,. ASSEMBLY GROUP 303.1 36 _ E L OU (055G L-1_ _, `� � 1. i • J� ACC —,......,.......................... © B 8051 GROUP ( 55G 304 ) NESS O .I : 0 • ACC ACC ':::::::::::::: :� / i OFFICE . . .44i� 171 SF 1e6 � ►�► < GONFERENGE ROOM „: .::,:,:,T .r.■..`■■■.■�. . LOBBY �4 - .... t :)..>"ii''-,!:!::.::.,.. -.' I' -- r 1 MAIL/WORK ROOM -: wirilar4oler 014 ill WW1 44. �- � 2� �.t , - QUIET ROOM - ® '.® ® ��°'' '. � ® 1 4 3 SF B B 4 3 SFF. I ,1 " '• 44."' # # 10 P ►� 4 . q I ACC AGGESORY USE NOT NORMALLY OCCUPIED * :'I .:'.4)4141 11 : P IP I 1 ;� B B ACC B / rt 187 SF 1ST 8F 100 304 SF 9 1, I ,`A, 1 OCC. 2 OCC. 1 OCC. ? 20 OCC. 1 1 ? i0 'f 'xi' •x,�.. . �::......... . �.:::. . ... :∎ .3 LEGEND e �e ® B I ib ANT LOAD SMILE Y I B 17 OCC. I HOC NUMBER OF OCCUPANT 1715 17 OCC. 06 I E T T L I N Alge* FIRE EXTINGUISHER CABINET 42. ma 1 ��` J. ILLUMINATED EXIT SIGN - SEE architects I ELEGTRIGAL GRADE CALCULATED BUILDING AREA FIRST F FIRE & LIFE SAFETY PLAN I-HOUR FIRE-RATED WALL SEPARATION: '''��Z °o�BEwE. I GYPSUM ASSOCIATION FILE NO. WP 1072: PORTLAND,OREGON�� 49 �, ,► GROSS FLOOR AREA: 8,882 5F ONE LAYER 5/S" TYPE 'X' GYPSUM WALLBOARD ��1� 1/16 = 1 -0 I APPLIED PARALLEL OR AT RIGHT ANGLES TO FAX 248.0223 EACH SIDE OF METAL STUDS AT 16" O.G. GRADE 1 MOSSISES ......... . .... - - - - --- — - - — ...:::.::.:....::. :. ee'E7Qr t � I � _ ::::: .:::::-...::::....:.::: :..:::::. I -HOUR FIRE-RATED WALL SEPARATION: ANN NMI NM•—.:— —..—_— '! -- — — — — — — I1■N'■. ,. WIDTH /� ®�.-m:. I:'4� - -..- - - ■ - - - - - - - - I 1 iL 1 i 1 ACC 1 (� B 0 1e65� 1333 aF 1..., B I:' 14 OCC. S 1S0o SF ,� I 3 18 ova ' I'.` : �•.<P EVACUATION PATH. t `� > �' EMERGENGY LIGHTING TIED TO EMERGENCY CD ACC B 1 ACC 1�B� I GENERATOR PROVIDING (I) FOOTGANDLE SMIF :::: ' 21 ' 0.:.... 102 SF ■. 1 o a 1 ppa OVER THE ENTIRE EGRESS PATH ® FLOOR 0 1St 14 ACC : ACC 1�eEF WIDTH :ACC _.. 1 . ... . 1 I B B B 08404. . : WWII NON OPERATED OC UPANCIES TYPE IIB SECTION 509.3.2 C I .. ACC � B d0 SF 1 S► nail SR : 114 IF 1/ 42 180 _f ' F�' I ;, _ s°Sc 11 ova 1 MC. s ova : A-3 ALLOWED = '1500 > ACTUAL 2,ag2 SF .... ....�.;: • o ttA - ..... ... .. ... .^..'.;'�; •a:�N r�: Fair: ..eg. ................. ... 1,4 F ,>.---..:;:- t: a. ,.- .. _-'-- ._. a" ;;4. B OWED 2 00 > ACTUAL I q8 5 ,� -.. :-. . °'- rF ' : ► ALL 30 -34'Exar ( ► ..o� �a► ! : �. � � � � :!� �' ►aw.+ �.� .� .� �+�' �. .� . dr. �., �..� _ A-3 AND B ,: .:,F,;:'•A•r:.-,..,,:.:,:.• x•. i- - • :-,,Nr {`�►•F•,►-` ,y If.:a:i •r —,1r . v ,..4r ir--.�v—— -Ir.a:. •-n:-+..P--- •.�:-+ :- wDnr NO SEPARATION REQUIRED BETWEEN -3 I', 1 I , :.:.: F a) •' F -.F -t f.. �--.C: a .1 I ACC II Acc ,r, A 1 : a I ::„:„..41,,,A, 4ALA.,<,; Alter I a.) ES ::::::::::::::::::....::::.:::::::: 0 › . I ......._1],..A. ,.A,...teS -.)------'-':A .. 34 ! NSF < B • EXISTINESMOKEI7OORSONMA&NETIGHOLP CO CO „< sr. 1335E B OPENS TIED TO FIRE ALARM PANEL A-3• 1 ova 1/ 14OOCC. I CAI) = CN\I ' 4,_A 2 . A::..::_ 2A-SF 1004 © 136 OCC. O B ACC 1■ ( HOUR RATED STAIR ENCLOSURES WITH 3125E B I EXISTING 45 MINUTE SELF CLOSING SMOKE ._ cp vc c' o I SEALED RATED DOORS. (j) il Ce•I .:- -- - — — — ■ ■ — .—...J EXISTING I HOUR RATED MECHANICAL SHAFT 0 -� SECOND FLOOR FIRE & LIFE SAFETY THE BUILDING SHELL 15 EXISTING. THE al PROJECT 15 AN INTERIOR BU I LDOUT WITH CO �- 1/1 fi" = 1'-0" &ROSS FLOOR AREA: 14,4q0 SF RELATED SITE IMPROVEMENTS. THE LAYOUT 15 PRIMARILY OPEN OFFICE PLAN WITHOUT 11.CORRIDORS. cn co E r - -..—.._ ..17•••••— ._. ..=..—.._..— ._...m.. ,_ _ MIN MIMI ■I l■ ■. MIN Mir UM MIMI rill MINIM =MI NM MMII 4. ..•.,:- ,---rn . ,. —L. B D ACC 1 B B B B B 89 SF 152 CC. j I . 251 SF 167 SF 168 SF 170 SF 235 SF a 0 I 3 OCC. 2 OCC. 2 OCC. 2 OCC. 2 OCC. r' 1 • mini ......... . 'A a s a a ,E . . : Ct 1 ,.i 70 SF B .:.1- (:)6 ACC l. 2► �4 1950CC. 1 OCC 1 1 B 116 SF 1 ACC 125 SF 1 B 75 SF E�OT jap4 142 SF 142 SF B 1 OCC. 167 SF ter. 2 OCC. E�OT ::>::::::.:::>•>: 79 SF • 1 * a: WON: E .. .. 2 OCC. F- ■. . -....................�.. - 1 ACC _ �1 I 1 B 88 SF ;. ■ ■ ■ ..',,,,....,...:............... a. �i 2417 SF 68 SF a e 1 24 OCC. :< Ig' �• ffeAl. P4 �. �b4%a�+srsi►�'.� *-14.$474PWOIC r �■`4 _ +T► '.� 9 . ' , �r 161 SF •'_, , •„4' 54M134,111347494447.114, i I 2 OCC. S,f ' .�.�' .1�� Aa VA.We-k.� ��. Vim. , �tetiM.PA®fiti i'a VAELVSP.I► A1�� 4�t�►�� , 4. I . a► 1 1 ,� 10096 CONSTRUCTION I:...::::::.:::::.:.:::...:: , ► AIM B < ACC I �� B B 89 SF 50 SF n I a► ■►� 127 SF „6 sF s occ. I DOCUMENTS 4j ' 1OCC 10CC 1622 SF 122 L!: I I 22 . i 31 [ FIRE & LIFE SAFETY 329 SF •I B 168BSF 16BSF 168 B SF 168 SF 482 SF 22 OCC B I I 2 1 SF 2 OCC. 2 OCC. 2 OCC. 2 OCC. 31 OCC. 120 SC I PLANS I I PROJECT 2&1G - - - - -:— --.Yr. --�.I�---.— —..—..rte.- -..- ;9r�..ii�..-..--.-...- rim -..-_-.-..-..-..- .,....,..,,,,..,..,..,.,.....„.:..,.........,,,....„.,.,...,...:.„.....,............................................„: T H I RD F LOO R FIRE & LIFE SAFETY P LAN 49 1/16" = 1 -0" GROSS FLOOR AREA: 14,4q0 5F DRAWN: CHECKED: DATE: D 04/21/10 REVISIONS: / \ 100% CD'S - 04/21/10 A 05/06/10 FL5 PLAN REV I EN tO F- U FLS ! 0 a 0 0 N 0 *, I 0• SR N • 1. '"41". . 0. 40:-.." . 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't _. c 0 ....„...____, ___ a_ . 0 v 1 - _ _ A •_v_v_v____1110 I. IA.}.. ♦ EXISTINGBUILDING M ► CO co < co I ,I� , j C\I uI pig _ c cp ci) il _ , y... ,/+ Cn ce 0 I1 // „, = O___- ...,... co 1 ••,,. ,: , / . •-„,,, 0 „._______ ,•••\ _,, _ • • / ,1 : : 1 I I 1 .•• • -- ,(////1.//'• . . .• ),,„),,„/, -c3 as -1-- : 1 0 [.•• , . : : • ,.:;.art cu Nci-i to 1 1 ,i_.1. 0 ' -1-7-• _ 1/_,__________ ,A+r- 1 fir I - - - __-.._-- -- - -� _-- 4- - -- -E___=.1.=-H --+-E-1- - -+ - - _ _... __ ,i S, ni- T r\ tv E 1 .1 1 ; E _.l i .� / r 1 ii` E.. t �� H vi---,,,i, ,,,,--,„: - ,..„, ,..._, _it, -, ,_,,., ---,._, , „,----:. ,,,----,. L r t'• r' ` !' . _._ } CL 0 Ct DARTMOUTH 06 06 DEMOLITION SITE PLAN > 4 1-- A1.1 .„ = 20'-0” KEY NOTES THIS SHEET LEGEND GENERAL NOTES 0 10' 20' 40' 0 BID ALTERNATE: I. SEE SPEC IFI GAT IONS FOR MORE 6111116eilliiiiiiMii DEMO ASPHALT/CONCRETE FOR BALCONY COLUMN FOOTINGS SEE STRUCTURAL ® NOT USED EXISTING TO REMAIN INFORMATION 100% CONSTRUCTION O NOT USED DOCUMENTS SCALE: 1" =20'-0" EXISTING A/G PARKING AREA TO REMAIN C-- C ® REMOVE EXISTING CURB 7 7 EXISTING TO BE REMOVED (1) EXISTING TRASH ENCLOSURE TO REMAIN / / / REMOVE EXISTING CONCRETE AT / / EXISTING LANDSGAPING TO REMAIN 18 EXISTING LOADING DOGK IL z./ 0 J SITE PLAN e EXISTING LIGHT POLE TO REMAIN DEMOLITION (1) REMOVE AND RELOCATE EXISTING TREE TREE TO BE REMOVE / RELOCATE LIGHT AND POLE - REMOVED/RELOCATED Ios EXISTING ROOFTOP MECHANICAL UNIT SEE ELEGT TO REMAIN 1e REMOVE EXISTING IRRIGATION SYSTEM AND 0 EXISTING BURIED FIBER OPTICS LINE REMOVE/RELOGATE PLANTS AND LANDSGAP I NG CHECKED:��ECKED -OF O EXISTING BURIED ELECTRICAL SERVIGE LINE � SEE ROOF PLAN AND MEGHANI GAL, `:.1 ELECTRICAL, AND PLUMBING PLANS FOR DATE-, 02-./27''0 g SAWGUT AND TRENGH AS REQU I RED DEMOLITION REQU I RED FOR NEW EQUIPMENT O FOR NEW UTILITY SERVICE REVISIONS, O REMOVE EXISTING CONCRETE WALK AS A 100% GP'5 - 04/21/10 10 EXISTING PHASE I MEGHANIGAL UNIT 21 REQUIRED FOR LOADING DOGK AREA GURB SEE ROOF PLAN AND MEGHANIGAL, C EXISTING CONGRETE WHEELSTOP 11 ELECTRICAL AND PLUMBING PLANS (� FOR MORE INFORMATION ON EXISTING ® EXISTING ORNAMENTAL IRON FENCE TO REMAIN EQUIPMENT 34 REMOVE EXISTING ORNAMENTAL IRON FENCE - 10 REMOVE EXISTING A/G PAVING DELIVER TO GINNER 0 I-- U W H U D11 • 1 < CL W cn d 0 0 N - ''1.t:` `: HOC O. Ems..N It ',1 0. 0-, PORTLAND, 4..: P:t,: 1 2 CI) CI) 5 Ep ç:: 1--) 10 9 11• 1 1 I 1 1 1 I 1 1 1 I 11 _ r_______ I-- J-1 oTYP. \■\%41%,Hillah.__._., _____, _ _ ____ ____ . ....._ ____ ___. ___ _71 ___. ____ ____ ____ ____ ____ ________ _____ ____ ____ ____ ____ _____ __if .,___ 0 • 0 I ' _ lik, —1 : , 0 0 , ---sty--_-- 1 1 � I © I Q I f - . I I E J F.D. `_,.T- I I ; _- -;.a,f� ' I P E C K ` 0-r-- = SMILEY 'H. 1 U - .._:).,.: _ :fiL 3 C E T T L 1 N H _ _� 0 UP „ 0 0 I I I architects ts ` i I I I I I-j '' '-- 0 t --H i 1 . al) CD ! - /- 030( � _-- 441 RB ,..: E �g - PORTLAND,OREGON 97201 ___ ,.r E PHONE:(SOCK 248-9170 I i I 1 -H410 �, it 4. I I N _ 5 1 I I I �- FAX:(503)248-0223 1 00 :� _ j. 8 i 0 NI \ (201 aril :-:- '•:I 00 `ELEV� - 0 \ illii I i-_—_-...—....---1.,___—_,..--,---iii L'il! .y.,„ EA 1 r . ) A r. — . ``�i B ,� gym-- �, a -- - �. - - r r� i'. - - - - - - - - - - a) ......, E 0 I;.1,----7 y _-__ a 11 c• , , ,. 0 :,,i . „ ,:- a) 1 , _ . ','"--F _ E: I I 1 1 0 . . 1 ,, ,, ,, ,,, 0 :;:i. , - „ , z„), (n . III E :� . . _ _in II , E j _. .I. I I I I I I I I C0 E — — — — — — i — — — — — — _ \ L a) _ OD cC _—_ u O > �� Cn <1 1 I I I I I I I I I 1 E N 1 1 is-0 I .c p cm v) •_ oc = o I I 1 1 1 1 I I I I I ci) . E D - — — — — — — — — — — — — _ — - - - co (I) -2 0 --111____:._1 — — :r, , ._. __ E E—' . z? (3) N 2t_Ott / 15t_2"t at_4H 251_0" 251-0" 25t_0�� 251_0" 251_0" 251_0" 11t_O"t T_6tt N 2t_Ott r 203'-0" E il 10 ®2 CD 3 0 05 06 C 0 0 10 11 O U 1 FIRST FLOOR DEMOLITION PLAN KEYNOTES THIS SHEET LEGEND e GENERAL NOTES II 06 D2.1 1/8" = l'—O" EXISTING BUCKLING RESTRAINED BRACE TO REMAIN - SEE PHASE 1 STRUGT. DINGS, TYP. I. SEE SPECIFICATIONS FOR MORE INFORMATION. ILL EXISTING TO REMAIN 2. COORDINATE DEMOLITION AS REQ'D TO INSTALL WORK SHOWN ON ELEGTRIGAL, EXISTING 8" GONGRETE SHEAR WALL TO REMAIN - SEE PHASE I TEGHNOLOGY, AND AN DRAWINGS. 0 4' 8' 16' O STRUCTURAL DINGS. 3. COORD I NATE DEMOLITION AS REVD TO INSTALL WORK SHOWN ON MEGHAN I GAL F-- 611161.111116■01 0 REMOVE EXISTING WALL C - II= EXISTING TO BE REMOVED AND PLUMBING DRAWINGS. SCALE: 1/8" = 11-0" 40 REMOVE EXISTING DOOR, FRAME, AND HARDWARE COMPLETE REMOVE EXISTING FLOOR TILE AND WALL BASE - PREP AS REQUIRED 46)ET_II DOOR TAG - SEE SCHEDULE FOR NEW FLOORING 100% CONSTRUCTION 6 REMOVE EXISTING GARPET AND WALL BASE - PREP AS REQUIRED FOR NEW FLOORING r' ... ma DOCUMENTS EXTENT OF FLOORING � DEMOLITION �:./ REMOVE EXISTING TOILET PARTITIONS COMPLETE '- - - -p 8 REMOVE EXISTING SINK, COUNTER, AND BAGKSPLASH COMPLETE FIRST FLOOR 0 EXISTING MIRROR TO REMOVE AND RELOCATE DEMOLITION (1-1- 0 REMOVE ALL EXISTING BATHROOM ACCESSORIES - GRAB BARS, , PAPER TOWEL DISPENSERS, TOILET PAPER DISPENSERS, ETC. FRC,E _. @:: EXISTING DRINKING FOUNTAIN TO REMAIN Ce,1,N: sT nrz"a @:: EXISTING URINAL TO REMAIN GkECKE : --OF 13 EXISTING TOILET TO REMAIN 14 EXISTING SLAB TO REMAIN - SAINGUT AS REQUIRED FOR NEW UTILITIES REV 5I NS - COORDINATE W/ MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS 1005 GD'S - 04/27/I0 0 EXISTING MOP SINK TO REMAIN 0 REMOVE PORTION OF EXISTING CEILING ABOVE. Al■ 17 SAINGUT AND REMOVE GONG. AS REQ'D TO PROVIDE RECESSED SLAB AREA FOR ADA ACCESSIBLE SHOWER THRESHOLDS. 18 REMOVE REMAINING GUSSET PLATES AND STEEL FROM PHASE BRACE FRAME DEMOLITION, 11P. 19 REMOVE/RELOCATE FIRE SPRINKLER ISOLATION VALVE. COORDINATE '-- U FINAL LOCATION IN OWNER AND ARCHITECT PRIOR TO ANY WORK. w U cc D2 • 1 W cn d. O 0 N 0 • 4 :, .{ '' . HAMO. E�" t • .4' ' , 0• .� �. ND, '' r;t; T0T 4 5 6 7 8 9 10 11 I I I I I I_ ) ,ir .. ............______... ..m,,.... ......... ....,,___.. .. ...... ... ..".___, --- ' / \ 0 • , asiark- s : , 0 0 IC . G Fr° .. ' 0 1 1 0 MT. , It •F+, O I I I 00 , - PECK 0 1 ' �, SMiLEY I 0 ................r---- i 0 � � ETTLIN 9. I r I F.•. F. architects 12 im . - „ , / -ter 111111 I: NS �' 1 fa „ 0 , 0 „,-„, It.} r 1 i .�_. 7— ' / N SW CORBEtT AVE. 4412 2L_ it :° LfLF i . 0 1 -16.-- -......- 0 i , F I 0-- 1:11-111"'" Fes: CD '''., '''T,,, 0 .I 111' a x 0 1 0 I ELEV. 11 .. \ 17111-7- 1 _ 1 '' 7- • "Vii„" i . 7 r-71 43) i a .1 _=, .„. ,,.....„,..........:, i i 1 a . ..., 0 i — ,.,. , .. a 0 L i-n- ill i, E .3 a) li i 16. pm III ,„, UA c I I CD . 43) II ,,,„,, 0 - j{11 i is 0 III o r/1 0 ih III 0 : C €A E ■0 OD I I L .........,:. . :.: 1 / i kl . \ . CU It IL A , 1 .:, , c ID ,....,,.. 4 W nn♦♦ 1 0 ` (O < co I j j cn f� E �4 V, _c N..., .....a Goa) "c75 Na. to 0 . ,_.,, , 0 = O 1 ., W__ - i .. .. ,. T If 4 i ii. 0 CCI cf) L- 1 — 1 1- 1 d c N CU o' RI' 2'_O" 151_2" q'_4" 251_0" 25'_O" 251_0" 251_0" 251_0" 251_0" 17'_O" 1'_6" 2'-0" . 0) 2O3'-O" C CDI 0 CD 0 Ci) •0 8 9 10® 11 0 0 0 0 0 E E O 1 SECOND FLOOR DEMOLITION PLAN KEYNOTES THIS SHEET LEGEND e GENERAL NOTES C.) D2.2 1/8" = 1'_0" EXISTING BUCKLING RESTRAINED BRAGS TO REMAIN - SEE PHASE I O STRUCT. DINGS, TYP. I. SEE SPECIFICATIONS FOR MORE INFORMATION. A L EXISTING TO REMAIN 2. COORDINATE DEMOLITION AS REQ'D TO INSTALL WORK SHOWN ON ELECTRICAL, Ct 06 (� REMOVE EXISTING HANDRAIL AND PORTION OF EXISTING WALL TECHNOLOGY, AND AN DRAWINGS. Li- 0 4' 8' 16' ∎.`/ AS REQUIRED FOR NEW GLASS GUARDRAIL 3. COORDINATE DEMOLITION AS REQ'D TO INSTALL WORK SHOWN ON MECHANICAL IAMIIIIIIIIIiiiiiMMI O REMOVE EXISTING WALL C =_= EXISTING TO BE DEMOLISHED AND PLUMBING DRAWINGS. F-- SCALE: 1/8" = 1'-0" 0 REMOVE EXISTING DOOR, FRAME, AND HARDWARE COMPLETE ~` 5 LT REMOVE EXISTING FLOOR TILE AND WALL BASE - PREP AS REQUIRED Q'f `Li' DOOR TAG - SEE SCHEDULE FOR NEW FLOORING REMOVE EXISTING CARPET AND WALL BASE - PREP AS REQUIRED 6 FOR NEW FLOORING r.. — "4 EXTENT OF FLOORING 100% CONSTRUCTION (�`� L. \:..J REMOVE EXISTING TOILET PARTITIONS COMPLETE 1 I REMOVAL II- - - a DOCUMENTS 08 REMOVE EXISTING SINK, COUNTER, AND BAGKSPLASH COMPLETE (11) EXISTING MIRROR TO REMOVE AND RELOCATE SECOND FLOOR 10 REMOVE ALL EXISTING BATHROOM ACCESSORIES - GRAB BARS, PAPER TOWEL DISPENSERS, TOILET PAPER DISPENSERS, ETC. DEMOLITION 11 EXISTING DRINKING FOUNTAIN TO REMAIN PROJEC"': 2',e 12 EXISTING URINAL TO REMAIN DRAIN: v CC1 13 EXISTING TOILET TO REMAIN CHECKED: If—OE 14 EXISTING SLAB TO REMAIN - SAWGUT AS REQUIRED FOR NEW UTILITIES - COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS DA E: 04/2-'/'0 @,: BID ALTERNATE: REV'SIONS: REMOVE EXISTING WINDOW AND PORTION OF WALL FOR NEW DOOR 0 100% WS - O4/21/IO 16 RELOCATE ADA DOOR PUSH BUTTON - COORDINATE WITH ELECTRICAL AND DOOR HARDWARE 17 REMOVE EXISTING STROBE, ANNUNCIATOR, SWITCH AND OUTLET THIS WALL 18 REMOVE (3) EXISTING AIR GRILLES THIS WALL AT ± 15 FEET A.F.F. 0 PATCH OVER ALL EXISTING WALL REVEALS AT ALL WALLS IN LOBBY co O SAWCUT/TRENCH AS REQ'D. TO PROVIDE POWER AND DATA TO A l- c.) FURNTIURE SYSTEM. SEE ELECTRICAL. w 21 SAWGUT/TRENCH AS REQ'D. TO PROVIDE SAN. SEWER CONNECTIONS. 2 U SEE PLUMBING. • ct OREMOVE REMAINING GUSSET PLATES AND STEEL FROM PHASE I a BRACE FRAME DEMOLITION, TYP. 0 0 N 0 '1111011=11111111■1111111111M11111■11■11/ .ik• l'- ' 1- 111, ' .:!..IPr--•:' HAM O. N it - \ / 4', - 0. Afr-v., mums 1., t..t _ cSEEEILI2NT2D.3EMFOORNOTES Ili I I I I I I Ir. "Z? OF 0*.1 -' , t ,. :. ,, ) -e\I imw..m■■■ ii f Ff 11 I ' -:-; , .h )1e1 I —L- .. .,. ,I1._ fi 11 i; Mi / ‘ \ C) NI' MI, 0 1 ; 0 , ?' ,_ a- Il -IF 1 . ! — , , \ fi -1 ------- -- —1--'-' --;::?: \ r /,--: , •L i= 4-1 z --,- -------- _ex — .,,• . 11 „ „ ii . . if 11 ,; 0 'I „.. 0 11 I - D ‘ 0 • \ 1 i.,1 I I ! / 0 TYR I 1 \ . 1 I / 1 0 / '.ft' ■ ----- AilliA 1 Z? 0 \ OPEN TO /kJ n \I3ELOW ; I l., - 111111111M I '.'1-,-;':. I -■.t) 1 i 1-1 \ P'/ Mint i r N I \ ,/ p p-Wil"MI I I I 1 K j \F.D. ..... FD • li .,:l. PECK Eli ------ / //(11; \, MIMI 1 1—N -- >"-- i104-H , .. ..------,,---g- r.- -, ._..,,-„%-2- -:,. --: 7-7. N. li er, ,__v_i ..„...\ 0 tri is.i. 0.,,,:.,,,, 0 i . - ,._ SMILEY . OD ---- l 11 i11,11 1 / 11, 0 (5) w i-----1 ---ic -.1' ill '6, 1 1 I 00 11 ,./ D \ 0 I:401F 0 i I ---- ETTLIN I ..` giori I il 00 0 1 architects MA 111 . \ (3) --,*,--- ,...r : - L7...i _, i r \ ,: • ___„:.... 0_,_,,, / --\--- ''' NOPEN TO7 ii 0 h 0 1 ' 00 _-____,-- ii 1 BELOIAI i . 1 li 0 ____ __........._: 1 ,-, 1 1 11 I "-_-_-7---ft.1 1 1 ELEV. 1114 \\.1 0 >,-, 7 -- ----c' ----'-' 00 lir 00 4412 SW CORBETT AVE, ir ,,,y PORTLAND,OREGON 97201 0 \0 I ii ii I / , . 11 il 1 __./ 1 7 ./ N. I , III -\\DN - , V ,..,.. r- PHONE(503)248-9170 FAX:(503)248-0223 DN ,' mi. __: ..,.■: I.. ■ =I 1... ma. N. I= I= amlim as. New...--... ... ... ... =I mil! ..:: —ca- _ 2=j-1F-4— '1-= ,,,, :'105.ririiiipAiivuor-iiirmirAmt. ,., , 'L---1---11 -ii : 1 • ' rig. • 0 L I:—.1II I 00 I SEE 2/023 FOR 1 I I I 00 ili ----H ' 00 GEILING DEMO NOTES ii '... li — r- 11 REMOVE/RELGA (E) t li i --------, ' LII ih " .EG. Lii-r'l li 1..... i a) 111 ....... 11 1 I 1 1 I 1 I c , ,...,., . .. ... . :„ -0 , ID ii iii iii iii a) ___ m II re ] ....--L -61/4 CD co c 1 1 I 1 1 1 I 1 II a :4:7 ti ,,, co , ,j , , , -. 1._ ,, CD 1 1 I 1 1 I 1 0 > ] *-- .: m-- -IN . --M a ,..., -. 0 (I) < CO — 1 : " , - --a.. „---,-.7_-_-T-___-_---4 ,_____ 1? , (A; .. RI' ,, . _ . ,,... ii _________JI ii— ..' -it ,,, .. ' _' * , * t IN 511 \.... \--N- c-) .------- .— s-__ 11 -1--- q ----7 , 1 1 , --- ii_____ _.1 Nair 4....0 is„,„ ';`? C CD 0) -i-N —03 hi- ce 21-0" // / / / / I5'-2" (11-4" 251-0" 251-0" 25'-0" 25'-0" 251-0" 25'-O" 111-0" 11_611 / 2'-0" 2031-0" = 0 / / CO @ ® ell) 0 0 0 C) CI) C) C) CD (1) 8 co CZ 'it R- CD 1 THIRD FLOOR DEMOLITION PLAN KEYNOTES THIS SHEET LEGEND GENERAL NOTES D2.3 1/8" = 1'-o" (7; EXISTING BUCKLING RESTRAINED BRACE TO REMAIN - SEE PHASE I I. I SEE SPECIFICATIONS FOR MORE INFORMATION. ,.t_l STRUCT. DINGS, TYP. EXISTING TO REMAIN 2. COORDINATE DEMOLITION AS REQ11) TO INSTALL WORK SHOWN ON ELECTRICAL, E CO REMOVE EXISTING HANDRAIL AND PORTION OF EXISTING WALL 'TECHNOLOGY, AND AN DRAWINGS. 0 4' 8' 101 1.1-1. AS REQUIRED FOR NEW GLASS GUARDRAIL 3. COORDINATE DEMOLITION AS REQ'D TO INSTALL NOR( SHOWN ON MECHANICAL 0 lillaill.1611■111 0 - NMOGVE. EuXISTLI.N6cAkNIAT OLNL. M.ONVE/REAL0.0GHAITEC(TE) CONDUIT. GOORD. C 17 I== EXISTING TO BE DEMOLISHED AND PLUMBING DRAWINGS. 0 SCALE: 1/8" = 1'-0" A ' REITH 0 REMOVE EXISTING DOOR, FRAME, A D I-I•RDIAIARE COMPLETE ir------.. ii N 0 0 Et r-c-• REMOVE EXISTING FLOOR TILE AND WALL BASE - PREP AS REQUIRED PHI DOOR TAG - SEE SCHEDULE POOR 06•V.:1 FOR NEW FLOORING 11... „._ ., .--, r-„-t REMOVE EXISTING GARPET AND WALL BASE - PREP AS REQUIRED -i- , . . . . . . .. ,„ ... . ... . . . f---- 1 r — =M Mb > .'.:`..1 FOR NEW FLOORING " EXTENT OF FLOORING 0 • - ..•:: .-. . . ..• 'Cp' .. i • :. ' . i J. Faun 1 1 DEMOLITION 51-!4c, ••; ..-•_,.• ' III • -- - • - •• . • :4-71• - n--6 CI) REMOVE EXISTING TOILET PARTITIONS GOMPLETE ILIN ... ... a 0 • • . •Nii - .-. , - - -. . .: .- .. . .. ,. . ' - ..• - - ..• '•:u . 0 REMOVE EXISTING SINK, GOUNTER, AND BACKSPLASH COMPLETE ': . . .•• '•• .•• • ,-. •- I 0 EXISTING MIRROR TO REMOVE AND RELOCATE riti REMOVE ALL EXISTING BATHROOM AGGESSORIES - GRAB BARS, . 40 •• • • • opt• • •.. ' .. '• - • . '' • 100% CONSTRUCTION• V..ri PAPER TOWEL DISPENSERS, TOILET PAPER DISPENSERS, ETG. .••• • ' ' ' .: . -. • W .- . • . ':.. .•.., . ---5- 0 EXISTING DRINKING FOUNTAIN TO REMAIN I ''. • ••••' '•• '. . :.•' CI -Prp, 0F.:.(9)• , . ..:. DOCUMENTS I .. ... •. -•- --'-• .i. : .' FIXTURES. ..L• •• 0 EXISTING URINAL TO REMAIN :..' EXISTING .GYP..BD.,CE IL I No,:,-TyP..'.. 0 EXISTING TOILET TO REMAIN CD - • . : - •• - - - • - .. ' . 1 THIRD FLOOR rii) EXISTING SLAB TO REMAIN - SAINGUT AS REQUIRED FOR NEW UTILITIES DEMOLITION v-v - SEE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS 1 / - • ..• - • . .- .n:- :... . .. -Ft..' .... • - ..... , --- ... ' 1.41r- • .'.. • .1.1 -**7 .... .I ! C) REMOVE (2) EXISTING AIR GRILLES NEAR CEILING - THIS NALL ] i • : - • . - . • .. • {:1-•'• ., .• I.. , 1 . _,,,. . H ; , .• .. .. ... .. : - : 1.. ..__-_,..• - 1 t F' OJEC.:`, 2E310 CD4 REMOVE EXISTING SLAB - SEE STRUCTURAL • . -• - • • 0 .- •-'-' • .-. .: _ 11 -... .. . •...I • : DR4,1,N, 0 PATGH OVER ALL EXISTING IAIALL REVEALS AT ALL HALLS IN LOBBY (3) . .: .1': - . .'.... '.• : .' -- . '... . '' • ' I ' ' : • • 1 _ .7.-------- """"" '"'`"'"'"' "'"' . . . ' • , .' C.)-4ECKED: 0 REMOVE EXISTING LIGHT FIXTURES - GOMPLETE - PATGH CEILING ELEV •- ' "- • , G/4 IT: 04/2-,/0 . -. •- :.FixTuRE : ,.- • SHAFT —• . . '' - '. .' .:: .+- •:• •s. . I ' REV6101\16: Ato EXISTING LINEAR SUPPLY GRILLE(5) TO REMAIN. 1 A 100% W'S - 04/21/10 1 0 EXISTING FIRE SPRINKLER HEADS TO REMAIN 0 -- .1.': — _ . . .. ••i- •, . • . c---,.-' .. .• ... CY.. . P ,. . . . . . .._ IL: irD EXISTING L I GHT F I XTURES TO REMAIN 01 A 0 REMOVE REMAINING GUSSET PLATES AND STEEL FROM PHASE I BRACE FRAME DEMOLITION, TYP. 2 PARTIAL 3RD FLOOR DEMO RCP D2.3 1/8" = i '-o" A co 1.- Ow D2 . 3 w co a. c. E. tN, _ © '1,,', ia i: -•,f RADIUS 4" GONG. •-..- -. gt' CONDITION , - st - HAM 0, '' • ------i, -, •\. ,/ ,, • .• CONDUIT, SEE ELECTRICAL 1 --'' LANDSCAPE "<//\\\\ • /.\ \si - .e..1 '• ,,-- 7/--.7/t • . • F.- ••5'` FLAG POLE - SEE SPECS. . . •,': • • <-1 .6- - .4 . , . . SEALANT ALL AROUND <///-</ ...•< *L. COLLAR - SEE SPECS. \ , ;„,,,\ ' . • , • , / .,/,‘\/ '‘‘,/ • OF 01'‘' ,-,;// A .. 4 . 4 .4 .. I" HIGH, HAND-FORMED SLOPE TO DRAIN \, z, . a..4 • ' - GONGRETE DOME ......■■■ CHAMFER TOP i* .' - /<, `' 75) •irr fp-.r.fir. ,r. .... \ III EDGE 3/4" • • -0,(9SZOIVI- 1 . _....,,, ..., .. ....,... • ,. ...• .. ,. ,. ... . .. • . -..• - .,: • . . .., .a ,,„, ..,• .: • •. .• .. ,. b" DIA. 0.D. STEEL ZO iii1v,i0.404iciits* -04*-401,' 040.04....401,001-01-3,),...00,•*•44,4••• 2.1... #4 CONT. TOP $ . on opoi 01 All PIPE 61-6" LON G BOTTOM ''' yraVIPOON-i0g0 C3.g 1 1■61_,44%1_,VAit..,At, va• Aliao„,...*.,... FILLED WITH lagiAtellefted,4340.11‘91- - ,, --- 41-40. 0 101•6211144Ltroll fiorpcp,,n,_pt . - . . ______ i _ _ , (4 FILTER FABRIC-- .9‘../,- / t.,/61.i\--it.../gv,"- kii CONCRETE 4 . •0 i 1 . 12-. , . S . C,2(L)0 r)411 til .QL4L---. 260\-10f 1-. m 1 . ExPApiNoTsEpALLsTEEL, i .i ARCHITECT TO ; i PRE-MOLD COLLAR • . . 'TYP. CURB SELECT GOLOR I A 1 n3 TIES @ 12" O.G. IN TOP 6" OF I--- ' .. 4 1.1 a . 4 ' 3 ' ' I FT . • a I I .1 Al.2 1 1/2" = 1'-o" II.. - . 1 - I T.O. 2-0" DIA. X 6' o" ' PECK •4. ' . p .4 ‘,, .. . . I ' '1 CONCRETE DP. CONC. FTG. .....,:a- , .-21 , -' 0 i SMI LEY Z? - </ •- ..4 . V . . . PRECAST GONG. Ng- 1 , ' TOP OF $ -t) = , r- 4 BUMPERSTOP - <--= , 4 PAVING , E T T L I N I .... R, .• • ° 4 II-O" / / -4. ,4 DOINEL $ / / r't, i° I ' '' I ... IIP II--b" ), EPDXY TO o- ,s0-,..- ..,,fo- .o.,.r- ,40", 0- architects . . . . . / 'A' .9.17-Coo°04.71V0":''E.)., AcirC--/A..C._:.:C6090.4.3 lipill?illitiski iiiii -* • - ...__. p. i 1 . . 4 < 1 A . Tit • ' TtNmcAx. INA. GL.RoK ss , i PAVING ;I- All All II .41■ rill 1 'W• ., 4 1 1 1 1 SLOPE REFER • I (n•■ ...s'? 1 co i 1 1 TO SITE PLAN ;I- -.. I i i . ‘,.. . -------1 1 i--- A< I I ' - HYBRID/ ...a__3/E," THICK , 4412 SW CORBETT AVE. 1 I ' ' 4. • ' • . . - . i _______ ____, • ---44k- I BORDER, (6) it5 VERT. -74-D • si. • .. • . .,., 4. ' 4. ' 4 . ELECTRIC TYPICAL 0 - PCMTLAND,OREGON 97201 .4.. . „ . . -. /..:.. _ 0 . 4 ' p 4. LI • -, 4-a „ „ H. - . A PWX4E:(503)248-9170 . ....e= 441 • ............ • . 4 • VEHICLE z.:1.. (5) LINES OF 1 1/2" ---- ' I - • -0.--- PROVIDE MINIMUM FAX:(503)248-0223 . ... 4. • . „ ... HIGH LEITERS 1^4/ a . 40 0011,0 0•1111/ . . •a S. • • .• _-_-_- \ 4" GONCRETE \ , . 1 . _, 4 4 < COVERAGE AROUND I i 11 1 100000 '• • •• . • ,h0p0 C300 arrow 011 ormrefolir or to PREFERRED (4) I"HIGH SPACES IN BETKEN -±- '6 41 G •••••■•••.............,■•••■■•■,,....1 STEEL PIPE, . 1 1 , i, I 1 2-0 DIA. Aiocoonoonoo Gond oco\_Jogo\ JouPogo\__A PARKING \ LETERS IV DIA. TYPICAL if Jr 1----TT- IQC1C411g90°9900090094 5 FLAGPOLE 4 WHEEL STOP 2 HYBRID SIGN 1 BOLLARD DETAIL a) 4-• Al.2 1" = 1,_0" A1.2 1 1/2" = l'-O" Al 2 1 1/2" = 1'-0" A1.2 1" = V-0" (1) 0 U) .. C A 0 ....zz it 4x1/4H n 4 BUTTS PER CO s.... DOOR I l'-I 1/4" / GRIND 101-1 1/4" 10'-I 1/4" a) SMOOTH 1 / 1 51-6 Vs" 5'-6 Vs" 5'-0 1/f3" 5'-0 1/8" / 5'-0 Vs" 5'-0 VW ).1 PREFINISHED . a) it t WALL PANEL / PREFINISHED 0 > , , _ , . , • - FLASHING TO N T1 _i"--\ _ All. MATCH WALL CO < Cr) \\ /, \ \ , , - - -- - r---) PANEL Ci\i \ N // / \ /\ , ANCI) -C \ // H \\\ / \ \ / / I I lh \\ ' // 0 Li-i /1 0 \ \ \ LU -- I 65(6" T.S. PER C 0 a) / . k , lu , \ < STRUC1URAL \ / . , , _ __ L_____ j_ _ . _____ [ Jr ,, •._. II, / \ -- 6"xe," T.S. PER U) zo \ , . /,/ N // 1 ,1 STRUCTURAL = 0 i i ,, \ ;:z / \ // \ / , .,/ .,?" 1 A // \ , , CC) 76- N , z b \ / b \ , / PREFINISHED CO P.. ., . \ \\ /// „/ \\ // bllx4" T.5. PER STRUCTURAL 6"x4" T5. PER ----------------1..- ' NALL PANEL \\ , 0 \ , / / , \ \ // STRUCTURAL i 1 ID CU \ \ 1, , / ill \\ ', // C LO CO \ \\ , // / ,/ ' 0 \\ // 0 v I N\\ 1 Ill / /z , \\\ 1 / ' , 11-1 LI./ 4..,.■17 / co NI- 1::: \\ ) 1 Amilil, , / / .. _ , , z N s ,1,7,,(k 1 ' -0 gri. 1/2" DIA. x 24" GATE A ,L.I. .-- AA. _,,, GEN ENCLOSURE DTL FLASHING AT COLUMN LONG DROP PIN Z.__ ., \ 8 7 C 1/2" DIA. x 24" GATE G CO 9 GEN ENCLOSURE GATE ELVATIONS mar LONG DROP PIN A1.2 1 1/2" = 1'-0" A1.2 i 1/2" = 1'-o" E A1.2 •/4" = 1,-0" a I / '"II 4, BOX RIB MTL. 0 SIDING 6" 20 A. MTL 6" 20 GA. MTL (--- Fo Ct STUDS. PAINT TO STUDS. PAINT TO , ; \ , ' . 4"Xe)" T.S. PER 06 MATCH SIDING MATCH SIDING 1 1 411111L\ ' 4%,,,k r,,.........................i.........ii STRUCTURAL INELD E3UTT5 TO ' 5TL. COL/JAMB , , , INTIM, \ i ! 1111-1-1/i ‘ ••,k LOCK HASPS INSIDE CLOSURE -------0 „...------- 4"X6" T.S. PER 4"Xb" T.S. PER \ I wow' 11110%k 1111) > 6"x6" T.S. \ I" SET N SEALANT ' I \ <4" 1/2" DIA. X 24" I 4, ' '', STRUCTURAL STRUCTURAL ...-71:________ /la! \,N I 'x'.,,,,,„ '■LONG' DROP PIN / 4' \ i/ t t \- L------- ---1- - \ ALTERNATE i \ LI 1 4" 4U T.5. csk77- DRIP EDGE e 41111111111111/411111111k II ' AI DECK ABO ' \ I 1 lh...........J FLASING 4"x 1/4" 1____ Tv iL -- ., r , 1 Val , 7 till I I 1 _r," I _L____ 3'-6" GATE A Fo , -I- / G-METAL e 1 i.N... , _ , _ r- , I j --,b FLASING 1 .____ ...\--- -1 ._---- I Ai 1 _64 ..,"4„, i . INSIDE CLOSURE 100% CONSTRUCTION ir---) -7--------=-- - - r-, ----, I ,,,,. 1 , - „I. II . 1 ....,■ w... •..........0 , , , -,-„ ,,, ZN il r < ft XI A SET IN SEALANT DOCUMENTS , Lj _ L._i_____,... - . ------ r--- _..__ : }--\-r---' ./1 4 I . , , ......„ , 41; MUM AM JINNI • MIIIIImarroorreeme, - 1 - r, :.\, - -- .........." tar■Ir ., /: -- -- -- I 0 ' ii --\ TRIM BASE BOX RIB MTL. PRE-FIN. SHEET MTL7 / /\ / II 21 5" SIDING CLOSURE. LAP UNDER ---- FLASING l• Asia - BOX RIB MTL. BOX RIB MTL. 4"x4" T.s. SHEET MTL. H.M. DOOR AND G METAL BOX RIB MTL. DOOR FRAME. ____ . , , . AIWANOMMINV / BOX RIB MTL. SIDING SIDING FRAME PAINT TO FLASHING SIDING --- 11 SITE DETAILS FLASHING 'N BASE TRIM SIDING MATCH 5IDING H.M. DOOR AND FRAME 1 ' Z\ Atik G-METAL PAINT TO MATCH SIDING ' , / , 1 . FLASHIN6 F'ROJECT 2a10 & C-METAL F A .-- ■ BEYOND ..,e, h. 15 GEN ENCLOSURE DOO - CD, JAMB DTL. A (!)GEN. DOOR JAMB A. 12 GATE AT SW STAIRS (,1)LOCK © GEN GATE A (!)GEN.. GATE HEAD A 4,1,NI: CI-IECKED: NJ -40E A1.2 1 1/2" = 1'-O" A1.2 3" = 1'_0" HEAD SIMILAR A1.2 3" = 1'-0" A1.2 1/8" = V-0" A1.2 3" . 1'_0" A1.2 3" . r_0" CATE 04/2-10 REVISIONS: A 100% CD'S - 04/21/10 .., 0 Al . 2 I:6W Lli CO a. _ 0 CE) o, © / \ . , . . HAW O. ETTt *4r 40r '� PORTLAND, N OF 0 A Adak , A3.1 -_) T__ 3 4 5 6 7 8 9 • I I I I I I I o driallia,. E - -- - - - — . - - - - — — — — - - - - - - r _ - - , 0© J �� E clrchite � ts 4:1;IEi� J 7.,„„_r_Am... I STAIR 01 - _ F AW — • 1111 I . 150 �— , I I I I _ 1 Mk miG2: oit A7.1 ■ 0 0 1.- ® 441 2 SW CORBm AVE. SERVICES A7.e ■ ■ - = PCMCIUND,C�itEQiON 47201 Nir ROOM- • EE E� � PH�IE I . I III �E _ Zs) FAX ��.o -... ...n. -.mow �' �E E1/E ELE WOMEN MTH 46,„ , _ I I 0 "cr i Iiiir 2-a I/� � r� _._ - - - - - - - tIIIIIIIIIF( 1� -1-71!;;I, AND 1119 -t op) ... .. _ - 11 , 1,',,.!,! E.E.R. L _ alti L__,I 1 RECEIVING -,---,- oli 6 •,:a---..1 1 . 11 ; 0 ii 1 q STORAGE ..1 '� _ FIRE I I 1 I I I I s CORRIDOR 0 JANIT 1 127 A7.8 - _ - - . - € lir L vil'i. � 1 RISER �r 1 110 I E (1) L — _...A-LO ' ir— EEC �- 12' _ . 71-.111111111M-11■-- 1•41.--4111111111•4111- a) - i'... -- �.w•�. _ - 2 (y 1 121 7 tii 0 I _t L EI — _i .E �� `t�ILE� Fil QOIL E� � _ -., I � I I I I I � 0 �1 STAIR 02` :' l' 122 ; ,1 GI I - `106 07 .. ;i ! - A61 m Ali - - w 7.--r--. or — ii 0 O6 �: (D ___... c) ....rzi A3.1 �in r: En E.... A �I O4IEE 0 O © 1 m At, Rik id LOCKER I I I I I ��ELI II- �< � �� ROOM � Iiir ROOM _ �. a) 0 �,i i II— ij,F.---- O 1oa 105_ ■. 0 > ® 10 - -�11- 1I --------! \ i� III.Ruuia____ , J3 , 11111111111 uo <--- ) -C N , I __—_—_:—.1ur :', LiJ lay . IT IT L 1>i .,, k _ - 8 STORAGE a CONFEREN g = — ■� — — — — ■— — — N 1 Z3- 0 "co r*"... rx OD .... 0 , rilMmill A. , ,, _ ' all ... a.„z r 117 116 Q 1` (� cm I) k (1) = 0 (3) F-4-- :6 131 .. .. /E821.21211 I - � � LOGISTICS q W� 2-I I/2 21-1 /2 16 1-1" I 1' 6'-2 1/2" = EXERCISE © I I I 1 I to IT 10145" I5'-q" 8'-1 1/2" 23'-2 1/2" • — `� ROOM 10 _ I,.� f CB 132 0 ci m 103 NW m , (3, != 8 0 "`i--'�-�- 21_211 10 r" Nair �' C r- >#; Ci)22 ED A5.1 0 r ill. r '11M1111111111.. 111.1•141 IN 1 , C) E 0 IN 1 k .... i ____ar ril 7 MI cs' 20 L ■ ■ ■ i� E _ E AI - - E o A5.1 A5 F 0 61 �21_0" / 15._2. q._41 25'_01 251_0. 251_0. 251_0. 251_0. 251_0. I-11-0" - ._6 I 2_O e e / / t / / / f / / 2031-0" 06 LL 1 3 4 0 0 ��J ) 0 0 10 11 0 CD � o 0 > F- 1 FIRST FLOOR PLAN KEYNOTES THIS SHEET LEGEND GENERAL NOTES A2.1 /8» = -0" 0 BUCKLING R F.O.I.O. = FURNISHED BY OWNER / INSTALLED BY OWNER - RESTRAINED BRACE - SEE PHASE I STRUGT. DINGS, TYP. I. ALL OPENINGS ARE DIMENSIONED TO CENTER OF OPENING UNLESS OTHERWISE CONTRACTOR TO COORDINATE. 100'16 CONSTRUCTION 1 1 EXISTING WALL NOTED. - 02 8 11 CONCRETE SHEAR WALL. SEE PHASE I STRUCTURAL DINGS. F.O.I.G. = FURNISHED BY OWNER / INSTALLED BY DOCUMENTS 2. ALL INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. 0 4' S' 16' 3 WALK OFF MAT. 5EE FINISH SCHEDULE. 11 CONTRACTOR. E �:::>rt-::-T7::::::::::::>:=::::1 NEW INALL 3. ALL INTERIOR PARTITIONS ARE 3-1/2" MET STUDS AT 16 AdmIlm......11 . / AL O.G. UNLESS 0 CRAG UNITS - 5EE MEGH. OTHERWISE NOTED. FIBERGLA55 SOUND BATT INSULATION OCCURS ACCORDING INHERE NO DESIGNATION I5 SHOWN ITEMS ARE TO BE SCALE: 1/8" = 1'-0* TO PARTITION TYPES AND NOTES. FURNISHED ORY CFO�TRAGTOR /INSTALLED BY FIRST FLOOR 5 (S) SERVER CABINETS (AT MOVE IN) - 5EE TECH. Q PARTITION TYPE - SEE A2.6 4. REFER TO INTERIOR E EVATIONS FOR CASEWORK INFORMATION ATION A5 WELL AS PLAN 0 NOT USED. ADDITIONAL INFORMATION. PROJEC-: 2a O CD UPS BA I I ERI ES AND CONTROLS (AT MOVE IN) - SEE ELECT. ,, 6. PROVIDE WALL BACKING AS REQUIRED. (UPPER CABINETS, TOILET ACCESSORIES, DOOR TAG - SEE SCHEDULE EQUIPMENT, AUDIO VISUAL EQUIPMENT, SYSTEMS FURNITURE, ADJUSTABLE SHELVES, Gc4dN: NJ/7k 0 UPS BA I I FRIES AND CONTROLS (FUTURE) - SEE ELECT. ETC.). CWECKEC: *O CD ADD ALTERNATE EXTERIOR BALCONY ABOVE, SEE 5. 5EE A6.I FOR ENLARGED FLOOR PLANS AND TOILET ACCESSORIES FOR TOILET STRUCTURAL. ROOMS, RESTROOMS $ KITCHENS. CAT: 0412 /,O 10 PROVIDE ACCESSIBLE BACK PANELS AT EQUIPMENT INTERIOR ELEVATION GALLOUT REvSi�NS: RACKS. 6. NOT ALL INTERIOR ELEVATIONS ARE KEYED ON FLOORPLANS. SEE Ab.x SHEETS ACCESS FLOOR - SEE SPEC. AND A7.X SHEETS FOR ADDITIONAL INFORMATION. I00% GDS - 04/27/10 in) 1. SEE REFLECTED CEILING PLANS FOR AN EQUIPMENT LOCATIONS r ADDITIONAL 12 MTL. STORAGE RACKS. ANCHOR TO WALL, SEE SPEC. INFORMATION. O13 FURR OUT RECESS IN/ GYP. BD. AS REQ'D. © b. FIELD VERIFY EXISTING CONDITIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. ALL GRIDLINE DIMENSIONS ARE AS - BUILT DIMENSIONS. VERIFY ALL DIMENSIONS PRIOR TO WORK. q. COORDINATE NEW WORK W/ DEMOLITION WORK. U A2 . 1 W U W in a. N 0 , ) 4i • go- H 0. Ent, 0. ,,,_f POND, 1 i t OF 0' ! e AI A3.1 cTT 4 0 0 CD CI) 8 CI) CD C) 11 19 I I I I A6.1 I I A5.1 1 6 I I - ' PECK I - - ■ = =MIMI 0 A5.1 U 1 .� -1 1 -1-- _. I CV SMILE Y 0 EI - _ , _ ___ mu Ili 11111%i -__ IE I - I, architects 0 I �� 0 AM PLOTTE' - N. � r E/� $ m I I I' 1 I I I I 1 1 Iv 228 ® A5.1 1 AI MIA ' 4412 SW GORBETT AVE, RECEPTIO 1 IIE1 " sir iii, . , u- �i I A6.1 I = P R'TI AND,OREGON 97241 - ----_ o AA �� J PHONE:(503)248-91N)INTEGRATED 202 I 1 d MINN ELEC. - - 12'-7" 12'-S" - FAX (503)248.0223 OPERATIONS I 2 I �Z zG �1_/ 1 I �-- , 1 1'-141/2" LOGISTICS 208 I I 1 I-6 1611-10 1/2" 51-5" cr.-0 I/2 = I I I 223 +� I I a Ashishignii-rd i`J� 1 r:1111111 A _ A 0 i LOBBY ] �f -C- - �� 8 E I -2011 _ �_ - - - - - I `_ _ �1 �� 31.111 STORAGE I -v -`'' OFFICE m i :::E El o � 1_ © FFICE , -N 207 10 04 I _ _ cv - A 235 ry ,VA 1611111W 411111,... © B Il ' OMEN 1 I " I I cr 7 11 I ME N 10 10 ; Q� III I itiO i h I,Era CD IF-, Mr- '411 '1 I...., i-7 T,A-1 ': r - mm............ p..BE:Tailk, 4 --- um \ (2) 0,) Alek I B r__ - 1 - ' QUIET RM. �� f °i OFFEE/ I _ ' railli. 1.1_ 3...5..; 1 0 UPS/ r _ - - I � itii 1_= cv 2� .�.\ ECYCLE N WORK_ 0 A6.2 I WIPING WORK RM. : F-- In©/ 233 -- STR O3 b-O- Of eR 225 6 7- A 224 - P .� . -205 Q �- U - o 11111111111111111 MINIM MINIM �� MEGH� _VP i� ii �TAIR 02 co � I I I � - �-- � /SHAFT.\� � - ► I'-I I/2" � U' � - � I■.I 51_111 c �__ I f �� , Ai I 0 �l Vain n 28DN ('1 - [� I' 1 - II �■► ��._ E 'r _ Q �iEEi! am - f - A3.1 ' cv , '� ' cts AS .�• DDR II'- I/211 53 I/2" - I '-I I/211 E_ Q'! I1i1.I N 1 ca. 6 I � � ,� ,�Q I _ _ 1 0 itio 151" 'i num 'mail t 1!E"' Ili�l I / �' : BOARD - iwinum■ .. I�EMS `�� SECURE SECU' - - ii� n TOILET L STORA © .� �.... ,rig, I 1 _ _,e AIM =NM I 1 I STORAGE STOR. 1 CO < C-'1 O It tEll , 214 CV - -! 1 - � 218 222 , 20 CV II?� � I mo-' �� 1 I I 1 L ♦ A5. C� I II .F:;::::lF:'Fi':r:i i:i f 1 ,�� ......�.�..Y...Y......,...-......y E ID 11II tp o1; JIi II, I F ...::<�:,,,. tr I _i■ I' 17'-7 1/2" I 121_b�� = r''",.1 P rerAts 1 mi f•. tJ� OC 1 k 01) = 0 1 e mpg-pi ,_ li II I `�►' / EMS OFFICE II i Mil 1 k iii I _____..... 1 11 �.� n� v a�, a. _� m � 1 ( BOARD RM./ O 219 If 1 6.5 I I I I I A7.3 I I I 11 t� MULTI-PURP. INTEGRATED q'-II" ROOM(F.O.C.) - I ♦ OPERATIONS �� ..... 111111111111111 sole A6.1 215 BOARD RM. 1 221 m , Anh, BREAK _; FURNITURE OPS (3 _ A6.1 ROOM m CONFERENCE I I STORAGE ONE - N r 210 211 11 217 218 o 1 1 I I I I II LH 0 = 1 E ,......, II 1=II =I ■•■■■ N. MININIMI i 0 E _1 h �I� I I I- I =� - _'�-I - ' -' I ' . 1 �I E , _ - ► - _ - - -- - - -- - 1 _ 0 Auk 10 0 AlaSIM. mi, � - - - - - - - - - - - - - - - � � � � � � � ..I - O 0 A5.1 OPP. A6.2 'N 21_0" 151_211 1_4" 251_0" 251_011 s 251_0" 251_0" 251_0" 251_0" 111_011 11_6„ 21_0" 1:t 2031_0" 06 IL O 0 • 0 0 ® ® 0 0 a aro co 11 1 SECOND FLOOR PLAN KEYNOTES THIS SHEET LEGEND GENERAL NOTES A2.2 1/8" = 1 '-0" ( F.0.1.4. = FURNISHED BY OWNER / INSTALLED BY OWNER - EXTERIOR BALCONY AND RAILING - BID ALTERNATE #I, I. ALL OPENINGS ARE DIMENSIONED TO CENTER OF OPENING UNLESS OTHERWISE CONTRACTOR TO COORDINATE. 100% CONSTRUCTION SEE SPEC. I I EXISTING WALL NOTED. - 22 36" DEEP LAYOUT SURFACE F.O.I.G. = FURNISHED BY OWNER I INSTALLED BY DOCUMENTS 2. ALL INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. CONTRACTOR. CI MAILBOXES / LARGE PACKAGE COUNTER W WALL 3. ALL INTERIOR PARTITIONS ARE O 3-I/2" METAL STUDS AT I6" O.G. UNLESS OTHERWISE NOTED. FIBERGLASS SOUND BAIT INSULATION OCCURS ACCORDING NG WHERE NO DESIGNATION 15 SHOWN ITEMS ARE TO BE Cl) HINGED LOBBY WINDOW SHADES FURNISHED BY CONTRACTOR /INSTALLED BY (1) EXTERIOR DOOR - BID ALTERNATE #I SEE SPEC. PARTITION TYPE - SEE A2.6 T4 PARTITION TYPES AND NOTES. CONTRACTOR (FGIG). A SECOND FLOOR 4. REFER TO INTERIOR ELEVATIONS FOR CASEWORK INFORMATION AS WLL AS E PLAN 0 q I I PHONE - PROVIDE CONDUIT AND J - BOX. SEE ELECT. ADDITIONAL INFORMATION. ' PROJEG*: P o CD FURR OUT RECESS W/ GYP. BD. AS REQ'D. t+ 6, PROVIDE WALL BACKING AS REQUIRED. (UPPER CABINETS, TOILET ACCESSORIES, DOOR TAG - SEE SCHEDULE EQUIPMENT, AUDIO VISUAL EQUIPMENT, SYSTEMS FURNITURE, ADJUSTABLE SHELVES, DRAIN: NJ/DL ETG.). C4+E KE -,OE 5. SEE A6.I FOR ENLARGED FLOOR PLANS AND TOILET ACCESSORIES FOR TOILET guilk ROOMS, RESTROOMS KITCHENS. DAi04/2 /'''O INTERIOR ELEVATION GALLOUT my 6. NOT ALL INTERIOR ELEVATIONS ARE KEYED ON FLOORPLANS. SEE Ab.x SHEETS 140 CD'S - 04/27/14 AND A7.X SHEETS FOR ADDITIONAL INFORMATION. 1. SEE REFLECTED CEILING PLANS FOR AN EQUIPMENT LOCATIONS 4 ADDITIONAL INFORMATION. 8. FIELD VERIFY EXISTING CONDITIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. ALL GRIDLINE DIMENSIONS ARE AS - BUILT DIMENSIONS. VERIFY ALL DIMENSIONS PRIOR TO WORK. q. COORDINATE NEW WORK 1^1/ DEMOLITION WORK. U W 10. SEE 12.1 - 12.4 FOR FINISH PLANS. A2 . 2 U W O- M 0 0 N O ) „ J de- HAAS 0. 1' 0. ,•:.-1" POIMAND, 1 - 14 OF 0 Airk A3. 1 2 3 cl) (l---) 6 T 8 TTT . •I I I I I I I I PECK ! � -- — ■ 20 22 o S MILE Y A5.1 • N — — E , — — — — — T T L A lli' oh,......0 i i _ - - - - r- 1 - / 3'-0 1/4" _ �� I -� :�' �— - - �� architects LIBRARY ' mr■ COMM...„.0 ROOM . OFFICE 1/2" 11 1 14�-q 1/2" - 308 I I 337 I' = I I I f; I 15-6 1/2 15-3 1/2 I4'-4 1/2 / O 1 338 � I' I O OFFICE OFFIC OFFICE OFFICE r' 4412 SW GORaE1T AVE.1 313 N 312 311 309 I - PORTLAND OREGON 9'T201 I CJ PHONE (503)248A170 - FAX:(503)248.01238 a N 0 = 6 I 1 1 �i+r� - 11_O11 \ -+ x ELEC 11116*11. \ 6'-61/2" p .. 6) a) t. . ' 3� -6 — _ __ _ _ - �� STORAGE �'IL. \� .. ",,�� r - I �- �� ►, HUMAN 7 ril 1 ® r-- 307 1 • e .... �'4.1;...� RESOURCES OFFICE OFF cv E- �' ' E WtIC 335 334 o I E I I N OFFICE I \ MEN T 1i EN 3 1 1/2" 1 1 II a)CD 12-3 1/2 2-3 5 4-' Iirg �� WWI E - 314 � - I 7 0 . , -,. CD 1 r - 0 ` ,. U ? 0�._ I i 340_� STAIR 7 ,\ ! O_, 3�} �DN �� EXECNE �, -A31 Ak Q STF L:iL _L - - _.. N �� _ ' e FFEE/ 6'-511 q'-q 1/2" i qt-3" I (� ANI,. ,. --- ��I; 305 _ WORK - E OFFICE 08, �� ' ► RECYCLE JANITOR I! Bs 0 0 -- 304 N 0 41) m 315 E� ', 1 Aik I - 303 ( 325 __ •� I fi-. VI I I I I I El= :t4* LOBBY _.,..... d 1 vii 1 Mil _I. il� 301 ! �''MTG. IICJN°1 I = - • N e aik ROOM < CO / ► 1 6 E -� 1 odd, 323 � � N.4_, _ 6 i r-„ OFFICE - ` Q N - - ! _ _ _ - - - - - - _ _ E C,3� IIB -318 - '� �' j ,..41-3I/2" IIIOI/2'_i ` -TER = 41>�, I � 6 3Z6 -'� FiNUAI�E je) I I I I I I I CCf.,� 11 329 2 8 T-. ■_co 41-----A5.2 - 511 161-q 1/2" 13'-2" I41-5" 1 14'-5" 14'-5 1/2" m 211-4 1/2" I6'-II I/2" I2'-4 3/4" ( m it :6_ OFFICE OFFICE OFFICE OFFICE OFFICE AN CONFERENCE CONFERENCE OFFICE _ 73 sP4 321 322 302 324 327 E m 317 318 319 s !' I I I I f NV I I E.... 1 E', Li. ., III• i Mil�VIII) 1��1- 1 ��I� _ � --- -r i a' ■'-,_---- �� +�1�■�1 -�EE I��1 I i EE i� E I I� - ,II Os II I _ , , iE all iE� �EE I I T I — 11 12 12 ' 0 cv list 21_01 151_21 A5.2 q1-41t A5.2 251_01 A5.2 25'_01 251_01 251_011 25'_01 251_01 I-�1_O" -�'_6/ 21_01 2031_0" 06 O 0 • 0 0 0 0 0 0 0 0 0 0 F- I THIRD FLOOR PLAN KEYNOTES THIS SHEET LEGEND GENERAL NOTES F.0.1.0. = FURNISHED BY OWNER / INSTALLED BY OWNER - A2.3 1/8" = 1'-0" ("D EXPOSED BRACE FRAME I. ALL OPENINGS ARE DIMENSIONED TO CENTER OF OPENING UNLESS OTHERWISE CONTRACTOR TO COORDINATE. 100% CONSTRUCTION I I EXISTING WALL NOTED. C) ADA CANE DETECTION BARRIER 2. ALL INTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. FD.I.G. . FURNISHED BY OWNER / INSTALLED BY DOCUMENTS CONTRACTOR. AMECHANICAL SHAFT >:: A I NEW WALL I:>::> >:>: Ff > <:;<:>::>:::<:>: 3. ALL INTERIOR PARTITIONS ARE 3-1/2" METAL STUDS AT 16" O.G. UNLESS Q PROVIDE WATERLINE FOR GOFFE MAKER OTHERWISE NOTED. FIBERGLASS SOUND BATT INSULATION OCCURS ACCORDING WHERE NO DESIGNATION 15 SHOWN ITEMS ARE TO BE FURNISHED BY CONTRACTOR /INSTALLED BY TO PARTITION TYPES AND NOTES. THIRD FLOOR 2" TEMP. GLASS DISPLAY SHELVING ON TENSIONED 55 Q PARTITION TYPE - SEE A2.6 GONTRAGT OR. (FGIG). �-_/ / 4. REFER TO INTERIOR ELEVATIONS FOR GASEWORK INFORMATION AS WELL AS PLAN C) WIRE ROPE SUSPENSION SYSTEM. SEE SPEC. FURR OUT RECESS W/ GYP. BD. AS REO'D. ADDITIONAL INFORMATION. PROJECT: 2a o 0 6. PROVIDE WALL BACKING AS REQUIRED. (UPPER CABINETS, TOILET ACCESSORIES, DOOR TAG - SEE SCHEDULE EQUIPMENT, AUDIO VISUAL EQUIPMENT, SYSTEMS FURNITURE, ADJUSTABLE SHELVES, ccµ,N: \1J/DL ETC.). CHECKED -OE 5. SEE A6.I FOR ENLARGED FLOOR PLANS AND TOILET ACCESSORIES FOR TOILET OA viir ROOMS, RESTROOMS 4 KITCHENS. c41E: 04/1/10 INTERIOR ELEVATION CALLOUT 6. NOT ALL INTERIOR ELEVATIONS ARE KEYED ON FLOORPLANS. SEE A6.x SHEETS 100% G1)15 - 04/21/10 AND NIX SHEETS FOR ADDITIONAL INFORMATION. 1. SEE REFLECTED CEILING PLANS FOR AN EQUIPMENT LOCATIONS 4 ADDITIONAL INFORMATION. S. FIELD VERIFY EXISTING CONDITIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. ALL GRIDLINE DIMENSIONS ARE AS - BUILT DIMENSIONS. VERIFY ALL DIMENSIONS PRIOR TO WORK. q. COORDINATE NEW WORK W/ DEMOLITION WORK. co U W S U LL A2 . 3 W a 0 0 0 N 0 Is • HANS jAj VIM . ./4?r - IP% 4■1'.." POND, o ... ‘.1 OF .* N, 1 2 1.1) 4 5 8 7 8 9 0 TT .•I 1 1 1 I 1 I I I P E C K 9 SMILEY MIIIMINIMIII, MI / '' . N architects ETTLIN z---\--\-- C) a 0 O 0 0 / \ -____________- ----j ommen L ___________ 1 \ _____i____- -_. � � Q G-1GK�� G EG �!E RG(GICE -- RI K � GRIG T -Q-� - GR IGK T ■ cT T SET CRICKET T G e , 4412 SW CORBETr AVE. ( ( i I ! � PORTLAND, EG�197201 PHONE: 248-91710 I I I 1 I - FAX:(503)248.0228 x x 1 SIM. I v; - - _! vl I -) \ m m m m m m c c; c1 22 ry--- !� d- �r d- `� 221_111 ' (--,, < A s N �!.V \ cp o(1) , ,.., ___„ '_" 31_4" • I x I x O ; c: cv u L 24 ! 1 eori d- b- J , b- \1- (2) CONDUIT N �� s 41_8" 4" A5.3 ( - ,E mil �� ,AI14X22 ' I -- -1— — N L — 0 I ``" _� a4X22 ✓A1I2XIL - - " _ j _ - \ o — — — - -I — 1 I — - - I — — - - - — — 1 H —?Ni _ \ CD w14:�2G_ Q) 0 .X.:K .. `. I � - 1 — I 1 1 N E I 0 : ii V is %2 \ i/ ( d- 7-, CO �I � :'- I X \ { I ir V\ .1 y22 4 1 I//2 i ,2 IF 0 i,\11 X40 0 L1:: \ ✓\'I " z N OC C) - P171 ' CD .wirm , _____r___ _ . ccs -..... 17:1— , . I 0 / &- 1 : 0;c) \ 0 A (8) CONDUIT ! w \ I a)ci. (D. ..„,u, c) EX' I-I/Q.__ - 64-1. i T � ZO 0 > .. 0 - 1 0 22 CO < M I A5.3 � V>r /�,, 1 0 N_____--i , i C\I aN 0 �O \, ,4 9 (- (N ! n is V 1` . ct ,, , 00 v,OD .-7) cN ion. N 1.< c\I k olD 1.1„,,,„= 0 , (1) "Ci O ! I I , ,, 1 , I I -0 co a ii, gr.... I I For Ir"" 1 C.) \ E 1 , I 1 WIII■ 0 C) ....._ L____. � E - - - _ _-- _ - - - - _ _ - _ �- a E 0 ..._ , 0 N 21_0" 151-211 81_411 251_011 251_011 251_011 251_011 251_011 251_011 111_011 11_611 21_011 Et 203'-0" 06 u. 3 4 `.=.J 0 �.:./ ® ® 10 CD ® D a 0 ) > F- 1 ROOF PLAN KEYNOTES THIS SHEET r A2A 1/8" = 1'-0" 0 EXISTING ROOF ACCESS HATCH 100% CONSTRUCTION . 0 EXISTING ELEVATOR SHAFT VENT DOCUMENTS C) 20' ROHN 256 COMMUNICATIONS TOWER a ROOF PENETRATION FOR COMMUNICATIONS LINES SEE ELEGTRIGAL. (1) EXISTING MECHANICAL UNIT AND SHAFT ROOF PLAN U EXISTING MECHANICAL SCREEN PROjEC'r: 250 () NEW MECHANICAL UNIT AND SHAFT - SEE MEGH. DRAWN: DL aNEW ROOFTOP EQUIPMENT - SEE MEGH. CHE(XED• 1-OF 0 NEW EXHAUST FAN - SEE MEGH. REV SIGNS: 10 GANTILIVERED MECHANICAL SCREEN - MATCH SGEEN AT EXISTING RTU. � 100% GD'S - 04/27/10 11 EXISTING ROOFTOP EQUIPMENT. 12 CRICKET AT ROOFTOP EQUIPMENT TYP. 13 42" HIGH GUARD 1-1/2" PIPE GUARD RAIL. PROVIDE ROOF PENETRATION PANS AT POSTS TYP. SPACE POSTS 3'-O" O.G. MAX l- U A2 .4 W H Z U w CD a rn 0 0 N O MIT ROOR DOOR 111CNINDULN 5EE SEE 5EE 5EE DOOR FRAM , 1 „ * SCHEDULE SCHEDULE SCHEDULE �, SCHEDULE �► TEMPERED DUAL ! RATING NOTES dik LARK SEE 5EE 5EE SEE 5EE GLASS MA DOOR E MADoornails!'Doo GrallonTyps NAIL JAMB MU GROUP MAIM , Or- SCHEDULE HEDULE EQ. EQ. HEDULE r EQ. EQ. 1 HEDULE SCHEDULE r- HE SEE IODA 3'-6" x T-O" EXIST. -- WA EXIST. -- -- -- -- 2 , I HR. EXISTING DOOR .. HAM 0, �N I el, IOTA 31-0" x 1-O EXIST. -- WA EXIST. -- -- -- �� I HR. I,EXISTING DOOR • , ` , `. �� CUSTOM 1029 2 3'-O" x 8'-0" S.G. WOOD STAIN 8 SEAL G HM -- _ 1,13 - I 0` \ \ /\ /\ _ - /// /// /// ` WD. DR. w/ 103A 3'-0" x 8'-0" S.G. WOOD STAIN $ SEAL B HM -- -- -- 5 -- -- .I tx:_lintAito,\ \ / \ \TEMP. / \ 'd- \ / 6° II 6" LOUVERS = I04A 3'-0" x 8'-0" 5.G. WOOD STAIN 4 SEAL A HM 5/A25 5/A25 SIM. -- 10 -- \ \ / \ \\ // \\ /// \ / \ �_ I05A 3'-0" x 8'-0" S.G. WOOD STAIN d SEAL A HM 5/A2.5 5/A25 SIM. -- 10 - -- \ \ / \ -� \ / \ 4" 4" \ / TEMP. TEMP. TEMP. \ 5 1/2" IO6A 3'-0M x 8'-O" S.G. WOOD STAIN SEAL A HM _5/925 5/A25 SIM. _ 10 _- -- \ \ / \ / -r , , \ / 101A 31-0" x 81-0" S.G. WOOD STAIN 4 SEAL A HM 5/925 5/925 5IM., 6 -- Q \ laluE �/ \ Q / \ \ / // \ Q Q \ / Q Q \ IO8A 3'-0" x 8'-0° 5.G. WOOD STAIN $ SEAL A HM 5/A25 5/A25 SIM. -- 6 - W W TEMP. W -.�- W = W " _ -- -- _ \ TEMP. \ 2 / \ Y8 ¶ / \ = = 1099 3-0 x 8-0 S.G. WOOD STAIN * SEAL A HM 5/A25 5/A2.5 SIM. - 10 , / / \ / / \ / -.•-.,- OPEN FIXED FIXED -- -- -- __ -- __ / / \ / - x 1-O EXIST. -- WA EXIST. -- -- -- / / c IIOA 3'-0" x 1'-O" EXIST. WA EXIST. EXISTING DOOR EXISTING DOOR W �/ W M / \ t t' " -- __ -- _ -- EXISTING DOOR . • WW W W W W W in _ = I I IA 3-0" / / \ / W / W \` _ = I I2A 3-0 x -0 EXIST. WA EXIST. -- / \ / / �// / / \ // // �/ 113A 3'-0" x T-0" EXIST. -- WA EXIST. -- -- -- -- -- I,EXISTING DOOR / \ / / \ / :1-_,I,_ / / \ / / - _ = W 1149 3'-0" X 1'-0" EXIST. -- W9 EXIST. -- -- -- -- -- I,EXISTING DOOR // / \ / / \ / // / \ O II5A 3'-0" x 1'-0" EXIST. -- N/A EXIST. -- -- -- -- -- I,EXISTING DOOR / / \_/ r \/ _ -i �I -- -- -- • _ • _ _ ` _-Ai-- t II5A 3�-0M x 1�-0�� H.M. PAINT A H.M. 5 2 HR. I GLASS GLASS WOOD-SLIDER HM CASED OPENING COILING SLIDING .1,2'-O".1,2'-0"it, I I6A 31-0" x 8'-0" GLASS __ D WA __ • !_ __ 08450 -_ -- PAIR FULL LITE 1168 3'-0" x 8'-0" GLASS D WA - 08450 __ I11A 3'-0" x 8'-O" S.G. WOOD STAIN 4 SEAL A HM _5/A25 5/A25 SIM. - 4 II8A 3'-0" x 8'-0" 5.G. WOOD STAIN 4 SEAL A HM 5/925 5/925 SIM. -- 4 -- I A D 1199 4'-0" x 1'-0" -- G ALUM. 1/92.5 1/A2.5 5IM. __ -- CASED OPENING e 1198 4'-0" x �'-0" G ALUM. 1/92.5 1/A2.5 5IM. -- G95ED OPENING A 12IA 3'-0" x 81-O" S.G. WOOD STAIN 4 SEAL A HM 5/A2.5 5/A25 5IM. 4 -- I I22A 4'-6" x 8'-0" S.G. WOOD STAIN 4 SEAL A HM 5/A2.5 5/A2.5 5IM. -- 4 123A 4'-0" x 8'-O" 5.0. WOOD STAIN $ SEAL B HM -- -- -- 9 -- 5TG 38 MIN.HM -- 1 1245 2 ® 2'-6" x 8'-0" S.G. W O O D STAIN SEAL C H M -- -- -- I I -- -- P E C K DOOR TYPE E L EVAT I t3 N S I25A 4'-O" x 8'-O" S.C. WOOD STAIN * SEAL A HM 5/A2.5 5/A25 5IM. -- 5,9 -- 5TG 38 MIN. 1 - - -•" _ _ .�� __ - - __ _ -- -- S M I L E Y 92.5 4" = 1�_0" e 1256 2 ® 2'-0" x 5'-0" S.G. WOOD STAIN 8 SEAL M HM 5/A25 5/A2.5 _-__________.____ _ ____ - -- -- -- -- -- WD.LOUVER,EA.DOOR X • �rL 1r :*:.• ETTLI N I218 1'-4" x q'-0" MTL. MFR. FINISH J HM -- -- -- 13 -- 132A 3'-0" x 81-O" 5.G. WOOD STAIN $ SEAL A HM 5/A25 5/A2.5 SIM. -- 5 I HR. a r c h i t e c t s 133A 2 0 3'-O" x T-O" EXIST. -- WA EXIST. -- -- -- -- -- I,EXISTING DOOR I60A 3'-0" x 1'-0" EXIST. -- WA EXIST. -- -- -- 3,13 -- I,EXISTING DOOR G ENE NOTES 1608 3'-O" x T-O" EXIST. -- WA EXIST. -- -- __ __ I. I HR. EXISTING POOR 2ND FLOOR DOOR AND MtANIE r - I. VERIFY ALL DOOR FRAMES AND THEIR RESPECTIVE PARTITION REQUIREMENTS. GOORD I NATE AS DOOR TRAIN 4412 SW CORBE T AVE. DUAL HARDWARE ME RATING PORTLAND,OREGON 97201 NOTES REQUIRED AND NOTIFY ARCHITECTS WHERE DISGREPANGIES OCCUR. NARK DOORi� �,�� DoorPrrN� MAIL �� JAMB ss�.L. GROUP LM PHONE:OM 248-9170 MS)2484223 2. VERIFY ALL DIMENSION BEFORE ACQUIRING OR INSTALLING DOORS OR DOOR FRAMES. ANY CONFLICT 2009 3'-11° x 1'-0" EXIST. -- WA EXIST -- -- -- -- Ak I HR. EXISTING DOOR FAX SHALL BE BROUGHT TO THE A I I ENTION OF THE ARGHITEGT. 20IA 2 0 3'-0" x 1'-0" EXIST. -- N/A EXIST. -- -- -- -- I,EXISTING DOOR J-BOX AND - - - -- - - - --_--- TO CONTROLLER 3. REFER TO PLANS FOR DOOR SWING. 2025 !_ 3'-0" x 8'-O" 5.E.--1^15013 STAIN 4 SEAL L H.M. _ 8 _ ___ __ I TRANSFORMER/MOV A . _ - __ _ _ TO CONTROLLER 5/8 GYP. BD. EA. 510E 4. THROAT DIMENSIONS FOR HOLLOW METAL FRAMES IN DRYWALL PARTITIONS SHALL BE REQUIRED A5 PER 204A 3'-6" x 8'-0" -- G ALUM. 1/A25 1/A25 SIM. -- -- CASED OPENING J-BOX -.-+:',+-.-.,.:-:.:.1:•:',.-.,.-+,.-'-+-.,.,+,'-+-1,-j TYP. 5EE PARTITION TYPES THE RESPECTIVE PARTITION THICKNESS INDIGATED ON THE DRAWINGS. ADJUST 1/2" FRAME RETURN 206A 5'-8" x 81-O" -- G ALUM. 1/A25 1/A2.5 SIM. -- -- CASED OPENING .. I- GONDUIT 201A 3'-0" x 8'-0" S.G.WOOD STAIN d SEAL A HM 5/A2.5 5/A2.5 SIM. -- 4 -- CEILING I LOCATION OF GARD DIMENSION AS NECESSARY. 2O8A 3'-O" x 81-O" 5.G.WOOD STAIN 4 SEAL A HM 5/A25 5/A2.5 SIM. 4 -- I READER - INSTALL 1/2'' 5. EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE U5E OF A KEY OR SPEGIAL KNOWLEDGE. 210A 3'-0" x 8'-0" 5.G.WOOD STAIN 4 SEAL B HM -- -- -- 5 -- E A BOX, GONDU I T AND HEADER TYP. - •: -," • •• -- -- -- - __ - -- (� I HINGE A REQUIREMENTS. 2106 3 3'-2 II/Ib" x 9'-T(7 GLR. ANOD. H .... ALUM O/A5.3 15/95.3- 11/95.4 _ 13 _ + - ALT.SLIDING DR. ELECTRIC CONDUCTORS 6 ALL DOOR CLOSURES SHALL HAVE ADJUSTABLE GLOSI NG PRESSURES TO MEET AD •�••+ (REFER TO DOOR I _ 2IOD, 3'-O" x 8'-0" ALUM. GLR. ANOD. B ALUM. I4/A5.4 -- 5/A5.5 13 -- ALTERNATE STRFRNT DR 7. THE OPENING FORGE OF INTERIOR DOORS SHALL NOT EXCEED 5POUNDS-FORGE. • x , •r ~�� 'r ti - HARDWARE SY5). -.� H.M. FRAME 2118 3'-0" x 8'-0" S.G.WOOD STAIN SEAL A WD 10/A2.5 to/A25 SIM. -- 5 I,CUSTOM WD. FRAME 61) TRI LOGK O 5 3/4" S. REFER TO SECTION 08"100 FOR ADDITONAL INFORMATION. 2129 3'-O" x 8'-0 S.G.WOOD STAIN SEAL A HM 5!925 5/925 5IM. -- b -- NOTE: GOORD w/ ELEG G L W/ �- q. ALL EXISTING DOORS $ DOOR FRAMES TO BE PAINTED. 2I3A 3'-0° x 8'-O" S.G. WOOD STAIN 4 SEAL A HM 5/A25 5/A2.5 SIM. -- 6 -- ELEG. $ SPECIAL AND DOOR ND. DOOR © -T" 2I4A 7...00". x 8'-O" S.G. WOOD STAIN 4 SEAL A WD 10/A2S 10/A2S 5IM. -- 4 I,CUSTOM ND. FRAME 5Y5. MONITOR SWITCH 2I5A -0" x 8'-0" GLASS -- D WA -- -- -- 13 VARIES PER I D I/4" DOOR NOTES 2158 2 3'-0° x 8'-0° GLA55 -- E WA -- -- -- 08450 -- c 0 --_ -- PARTITION TYPE - ;' ,° -- • •; • Ill 0 •_,_. 8 1/4" I. CARD ACCESS REQUIRED, GOORD I HATE W/ SPECIAL SYSTEMS. PROVIDE GONDU I T RELATED 2Ib9 2 ® 3,-ou x 8;-0„ S.G.WOOD STAIN SEAL G YVD 10/92.5 10/92.5 5IM. -- I I 2119 2 ® 3-0 x 8-O S.G.W O O D STAIN 4 SEAL G WD 10/A2.5 14/A25 SIM. -- I I APPURTENANCE. 2 8• •" x 8-0 5.G. 'r'`i•D S T'I 4 • r'. 2 A2. -- 2 -- 219A 31-O" x 8'-O S.G. WOOD STAIN 4 SEAL F ALUM. I2/92.5 I3/92.5 -- 2 -- co Ci3 • DOOR CONTROLS TYP. DOO R HEAD 2. ELECTRIC LATCH/ELECTRIC STRIKE REQUIRED, COORDINATE WI SPECIAL SYSTEMS. SEE 6/92.5 222A 3'-0° x 8' S.G. WOOD STAIN SEAL A HM 5/92.5 5/A2.5 5IM. 4 -- 2249 4'-0" x 8'-0" G ALUM. 1/A2.5 1/A25 SIM. CASED OPENING 6 5 _ __ _ 3. SECURITY DEVICE, COORDINATE W/ SPECIAL SYSTEMS. ,�� ,�� __ _ _ _ �y : ___ --,g__ _- -- Mil r ,�:�a.l A2.5 1/4" = 1'_0" A2.5 3" = 1'-0" JAMB SIM. A - -:� .- -=__- -" - -- _ -- •_ -- 2269 3'-O° x 8'-0" S.C.. :WOOD STAIN SEAL L H.M. 6 -- -O x % • ••r >I •'1 r 4 .10 - 0 > 228A 4'-6" x 8'-0" -- G ALUM. 1/A25 1/A25 SIM. -- -- CASED OPENING < CY) 229A 3'-0" x11-0" EXIST. __ WA EXIST. -- -- - -- EXISTING DOOR N 23IA 3'-0" x T-O" EXIST. WA EXIST. -- -- EXISTING DOOR Cl) N . 232A 3'-0" x 1'-O" EXIST. -- WA EXIST. -- __ __ -- EXISTING DOOR U 2328 3'-0" x 8'-0" 5.G. WOOD STAIN 4 SEAL A HM 5/A25 5/A25 SIM. -- 12 PANIG HARDWARE O \ I \ I 233A 3'-0" x 1'-0" EXIST. -- WA EXIST., -- -- -- -- EXISTING DOOR \ I \\ I 234A 2 0 21-10" x 81-0" GLASS -- E WA -- -- 13 I CD r/ \ I 234A 5'-0" x 8'-O" G ALUM. ,1/A25 1/A2.5 --SIM. CASED OPENING \ I \\ 2345 2 ®�3'-O" x 81-0" GLASS -- E WA -- -- _ ---- 1308450 I = 0 \ 235A 31-0" x 81-0" S.G.WOOD STAIN SEAL F ALUM. I2/A2.5 I3/A25 2 \ ∎ 240A 3'-O" x 1'-0" EXIST. -- WA EXIST. -- -- -- -- EXISTING DOOR /'� IP_ \ 1 I 20 GA 3-1/2" STUDS © �F 240A 3'-0" x 1'-0" EXIST. -- WA EXIST. -- -- -- -- I,EXISTING DOOR V♦ �� 240B 3'-0" x 1'-O" EXIST. -- WA EXIST. -- -- -- -- DEMO(E) DOOR CO 20 GA KICKER \ I6 D.G. TO STRUGT. -- -- __ --250A 3'-D" x 1'-O" EXIST. WA EXIST. 8,13 I,EXISTING DOOR E .�• 0 32" D.G. ( I 260A 3'-O" x 1'-O" EXIST. -- WA EXIST. -- -- -- -- I HR. I EXISTING DOOR ( d' E i II TIMID FLOOR DOOR 111 0, 5/8 GYP. BD. EA. 510E I I I I I I I I I tom I E I TYP. SEE PARTITION TYPES I I I I I I I I I 1/2" TEMP. GLASS DOOR DOTAL HARDWARE PIRO RATING INO�TEE C !MI DOOR HDWR. - SEE MARK DOOR SQE MAn Douur uii a lonTyp. ten' HEAD JAMB �■1. GROUP C13 20 GA TRACK SPECS 1/2 ) � 300A 3'-6" x 1'-O" EXIST. WA EXIST. _ I HR. EXISTING DOOR 1--- 1 HEADER TYP. I ( FLOOR CLOSER IN STL. 30IA 2 ® 3-0 x 8'-0" GLASS -- E WA -- -- -- 084 • I • 2x4 F.T. �� 1 3029 3'-0" x 8'-0" GLA55 -- D WA -- -- -- 08450 E i 1 GEMENT CASE SET I N _ -- -- CORNER BD. TYP. 1 i 303A 4'-0" x 8'-0" -- G _ALUM. 1/A2.5 1/A2.5 SIM. -- -- -- CASED OPENING 1,�4,,, , EPDXY GROUT N - 11 111,it )JVi�'111)lt I I JVII'fililf MINIM 304A 4'-0" x 8'-0" -- G ALUM. 1/A2.5 1/A2.5 SIM. -- -- -- GASED OPENING ALUMINUM FRAME 5 3/4„ Zo -°- II a 306A 2 o 41-3" x S-O H.M. PAINT G HM _ -- -- _ 1 -- I 0 O 8-O - GRL CONT. HD. RAIL 3 I/8 d 301A 3-0 x 81-0" 5.G.WOOD STAIN $ SEAL A HM 5/A25 5/A2.5 5IM. - 4 I © �„ A.F.F. �` - oil-- MODIFY FOR MAG. VERIFY a 308A 3,-0„ x 8,_O„ S.G.WOOD STAIN 4 SEAL F ALUM. I2/A2.5 I3/A25 -- 2 -- -- LOCK IN DR. HD. 3099 3-O' x 8� O' S.G.WOOD STAIN SEAL F ALUM. 12/92.5 13/925 2 VARIES PER I/4" L (WHERE SGHED•) Al ..'. 311A , 3-0 x 8-O S.G.WOOD STAIN * SEAL F ALUM. 12/92.5 13/925 2 -- -_ . 10 3I2A 31-0" x 8'-O" S.G.WOOD STAIN $ SEAL F ALUM. I2/A25 I3/A2.5 -- 2 -- -_ 06 PARTITION TYPE %� MAS LOCK IN DOOR 3139 3'-0" x 8'-0" S.G.WOOD STAIN SEAL F ALUM. I2/A25 I3/A25 -- , 2 -- -- LL O81I4" 0 HEAD (WHERE SCHED) 3I4A 3'-0" x 8'-O" S.G.WOOD STAIN it SEAL F ALUM. I2/A2.5 I3/A25 2 3159 3'-0" x 8'-0" S.G.WOOD STAIN $ SEAL F ALUM. 12/925 13/925 -- 2 -- -- 1/2" TEMP. GLASS 3I6A 3'-0" x 8'-0" S.G.WOOD STAIN 4 SEAL F ALUM. I2/A2.5 13/A2.5 -- 2 -- -- 311A 3'-O" x 8'-0" S.G.WOOD STAIN � SEAL F ALUM. 12/92.5 13/92.5 -- 2 --CASED to P E N I N DOORS 3189 3'-0" x 8'-0" S.G.WOOD STAIN SEAL F ALUM. 12/92.5 I3 92.5 -- 2 !w 7 DR HEAD MAG LOCK SILL GLASS 3IcIA 3'-0" x 8'-0" 5.G.WOOD STAIN $ SEAL F ALUM. 12/925 13/925 _ -- 2 8 8 321A 3'-O" x 8'-O" 5.0.WOOD STAIN $ SEAL F ALUM. I2/A2.5 I3/A25 -- 2 -- -- 3649SHOWN) 322A 3'-0" x 8'-0" 5.G.WOOD STAIN • SEAL F ALUM. 12/925 13/925 -- 2 92.5 3" = '_0" JAMB SIM. A2.5 3" = 1,-0" CONDMCW4 CICCURS AT DOORS:215A, .• A2.5 3" = 1'-0" -- -- - -- -- -- -- (DOOR 323A 3'-0" x 8'-0" GLASS D WA 08450 234B,301A,3649 324A 3'-O° x 8'-O" GLASS -- D WA -- __ -- 08450 -- -- 325A 3'-O" x 8'-O" ,5.0. WOOD STAIN 4 SEAL A HM 5/A25 5/A2.5 5IM. -- -- -- -- 100% CONSTRUCTION _-_ _-'-•" . I'-•" I.C. ••• ' ,, L 4 F _4... iV_ ____-_-• _ -- -- -- - 331A 3'-O" x 8'-O" S WOOD STAIN 4 SEAL L H.M. -- -- -- 6 - A- • x :-• o►„r • . -.3.1 •, W . ,� .w -ii" - - -- -- -- DOCUMENTS 334A 3'-O" x 8'-O" S.G. WOOD STAIN $ SEAL F ALUM. I2/A2.5 I3/A25 -- 2 336A 4'-6" x 8'-O" -- 6 ALUM. 1/A2.5 1/A25 SIM. -- -- -- CASED OPENING 336A 4'-O" x 8'-O" -- G ALUM. 1/A2.5 1/A2.5 SIM. -- _ -- -- CASED OPENING /� e 3389 ---•3'-0" x 8'-0"_ H.M. PAINT _ A H.M. -- _ -- -- - - - 5 -- __ DOOR SCHEDULES 5/8" GYP. BD. EA. 510E •- ► 340A 31-0" x 1�-0" EXIST. -- WA EXIST._ -_ __ __ __ 2 EXISTING DOOR AND DETAILS 5/8 GYP. BD. EA. 5I DE ► - ► 3408 5'-0" x 1-0 EXIST. -- WA EXIST. -- -- -- -- DEMO.(E) DOOR TYP. 5EE PARTITION TYPES �ri WD. VENEER PANEL ON TYP. SEE PARTITION TYPES �... 3419 3'-0" x 1'-0" EXIST. -- N/A EXIST. -- -- -- -- -- EXISTING DOOR i �� -- -- -- -- -- PROJECT: 2810 � CLIPS 342A 3' O" x 1'-0° ! !I/ � �_ �� T __ T� __ _ __ -- EXISTING DOOR HEADER TYP. J MTL. m �.. O x 1-0 EXIST. WA EXT. I HR.I 1$øc 5/8 GYP. BD. EA. 510E `� 3649 1 3'-O" x 8'-0" GLASS -- D W9 -- -- -- 08450.. I DRAWN. pL TY5EE PARTITION TYPES MrL SLi II � C EcK p: NOE � SLIDINODOR � �a SYSTEM + DOOR SLIDING DOOR, �•�r DOTAL HAIlDM►ARE �RATING parE: 04/2-f/10 iI N MATCH VENEER ! !IiIJ1 --- _ MARK DOOR w►n Doafh MAIL SAD .�A■ �L REVISIONS- PANEL SPECIES AND 81-0" GOIA 3-0 x 1-0 H.M. PAINT A � A 100%CD'S-04/27110 - FINISH. - ,' -- 1 -- I -- -- I -- 1 -- 1 -- 1 -- N A.F.F. 6015 3-6 x b-0 STL. PAINT I � 05J�06,/10 FLS PLAN kliiiiiir-i�� , 5EE DOOR NOTES / SHEET 92.5 REVIEW /// „mow CUSTOM wD. FRAME SLIDING DOOR ■ b. 2„ I// e , PI FLUSH WD. DOOR _ 'L' METAL INTO KERF WITH VENEER PANEL IN DOOR FRAME IT WD. DOOR HEAD SLIDING DOOR HEAD 13 10 12 SLIDING DOOR JAMB <1(2 A2 • W A2.5 3" = 1'-0" JAMB SIM. A2.5 3" = 11_0" JAMB SIM. A2.5 3» = 1,_0„ 2 , o 0 N Q . , ,, 1 '"l4 s 4 METAL TRACK - 3 1/2 STUD BRACE FASTEN TO 2 DECK TO STRUCTURE AT 1 •1 PAN FLUTES MIN. 4 -O O.G. MAX _ _ 1► L � 1 )0.. 0. ETA..N s•.. ° a • ° r.' / 5/8 GYP. BD, EA. 51 DE Wig 1 L___AINL lopLailt_ -1 ° w ° ° 5 8" GYP. BD. ,.,�,.•_ „'r ''"�'' S/S" GYP. BD. EA. SIDE "fi .►.i�"2" BAIT INSU ATION ; Z0N IN,PORTLANO, 1 ' tqA,.. . Ili, I j 3 I/2" MTL STUD AT " DG,2X4 FTLOCKING ► .G. 15 AT CABINETS, SEE j l PLANS I U.N.D I HOUR RATED I I A2.s 51M. AT .MY: _ — 3'-0" MIN. , 3'-0" MIN. 6" MTL. STUD AT lb" O.G. PARTITION TYPE 5A REF. 0556 FLOOR GONSTRUGTION '22' I • .. OMIT 5/S" GYP. BD, � : • I• I�► 3'-3' MIN. 3f_Df� MIN. 3'_D�� MIN. WHERE NOTED. �� .� 5/S" F.T. PLYWOOD _ _ • ', A iliraliiM ■• -VA / aim., �► -�, �� 7 I/4 (5A) 4 3/4"ruiti..1.4amaimisrrii:, ' 'it ridi jr 1 11161 �t��t�l�l�t��lt�t��j�„ -• ��4��t��1�1��1�1��j1�1�t��j��t�� 4t��1�1��I�t�t�1�1 ;�-.�,��A�jt�1��j1�1�t�1�1►j��1�t�1��j 6 5�a Olt STEEL JO I STS AT 24' +►•tl ►-.i SOUND �� D.G. SOUND 11. ` SOUND 1. I. ' A E LNUATION +►�� ", 4' SEE GEILINS PLANS 9A 5A A� 1 ENUATION ,...�, SEE GE PLANS A ENUATION ,M, BATTS. t��,• (2) LAYERS TYPE 'X' BATTS. TYP. :'r�„�`� FOR GEILING MAT'L. BAITS. TYP, �►,, FOR GEILING MAIL. NOTE:OMIT SECOND L A Y E R OF G Y P.BD.A T NOTE:1 HOUR RATED PARTITION. EXTEND P E C K WHERE 1.'r� 5/8” GYP. BD. "�' PT-09 PT-9A P T-01 p. AND HEIGHT. =, ,. AND HEIGHT. PT�S PARTITION TO STRUCTURE ABOVE ND I GATED ON �.- I mo. "��-�; N O T E:T'YPICAL,U.N.O. S M I L E Y PLAN 1�-''�1 ��•�`,; "�,�r j�; » » » » , ,� ■�; �► 3 = 1 -0 3 = 1 -0 3 = 1 -0 ETTLIN architects b , a� 0 �- 0 ��►� ��' 4412 SW CORBETT AVE. PORTLAND,OREGON 97201 PHONE:(303)248-9170 SEE FINISH �"`'' SEE FINISH " x SEE FINISH '' - ; FAX: 503) 11 ur ,�,0 , ,�►� :-• '� 5/S GYP. BD. 2 SCHEDULE I I z SCHEDULE ,r,-� z SCHEDULE ,�,,�,: FILPP111P411\ I EA. SIDE *• 5/8" GYP. BD. ' I FOR WALL isf w FOR WALL ;►,,j;_ FOR WALL l''�"-�' •' EA, SIDE i �, FINISH =;�'! 0 FINISH ,l�r� v FINISH ,�.�!, ? PIIIPP"'411111k■■-44111111P (2) LAYERS 5/8 GYP. BD. EA. tti - FH !1 Lu !!,,' „ SIDE. STAGGER JOINTS TYP. w ;►.,, , 1. ∎ ��.�i 3 I/2 BAIT •� !- ,► ;, -, 3 I/2" MTL. ►�� "► ` � `: STUD AT 16 INSULATION �,. � i '•'� , ,► , " 4111frola SOUND A 1 CNUATI ON BATT 4 -• FIRE RATED WALL 1 �►, O.G, EA. SIDE - 8 22 GA. INSULATION "� '• ASSEMBLY PER ��''° Q r.� Q ■ ` MTL, STUD AT ��, PARTITION TYPE. 4'-.0 WALL ASSEMBLY PER �'�•� -• WALL ASSEMBLY PER ( GATT L ►��l;, •, ►�' PARTITION TYPE. ��,,5 PARTITION TYPE. INSULATION OrniPP'-' 1 a) 6 O.G. .�, .�.; r «� �` �' 3 1/2" 22 GUAGE MTL, 1011`1, ,• , P: �• 2ND LAYER "�'' ��"'• BOTTOM TRACK - ��i BOTTOM TRACK - ; BOTTOM TRACK - STUD AT IbDG.4' I N CONTINUOUS +►4= SET I N GONTI NUDUS . �; SET I N CONT I NUOU5 01111411111■,-4441044 OF 5/S" GYP. L. SET ��•�' BEAD OF SEALANT ;"•' BEAD OF SEALANT ► ' BEAD OF SEALANT BD. INSIDE I. ,104 a) "•-� '�'A � AND ANCHOR AT i , ' , , ROOM AT I. 0 ��. AND ANCHOR AT �'�.i AND ANCHOR AT `►fir SERVER 102 a` 41_0" O.G. MAX. AND .j 41_0" D.G. MAX. AND 1,..� 4'_O" D.G, MAX, AND �I I CO�. , �• , � AT PARTITION BASE PER �.'el AT PARTITION BASE PER 1�.r�1. AT PARTITION BASE PER �,�,-' ,i CORNERS AND ENDS !Willih.,SGHEDULE ! ' CORNERS AND ENDS SCHEDULE !�,, CORNERS AND ENDS SCHEDULE !�,,�I II, <1 1�_ , q I/4" 6 0 �! , PARTITION 6A:1 HOUR RATED PARTITION. �}--' 41' 1 .1' ,i' V/"1 EXTEND PARTITION TO STRUCTURE ABOVE CO GA#WP 1522-STC 55. EXTEND PARTITION � TYP. F.R. CEILING TYP. WALL - TO STRUCTU . WALL - BRACED PT-1 PT-06 PT-02 TO STRUCTURE.14 13 12 10 6 Q. CU A2.6 1„ = 1,_0» A2.6 1„ = 1,-o» A2.6 1" - 1,_0„ 3„ = 1,_0" 3„ = 1,_0" 3" = 1'-0" 0 > (i) < M (i) N "C7")� o j I14i• i. 3/4" F.T. PLYWOOD. C Ct 5/S GYP. BD, �1..'r 5/13" GYP. BD. 5/S GYP. BD. CO 141" is= (3) rvip 1 Wail 2 1 2 MTL. STUD AT EXIST. MTL. STUD 1.4...... .......... .. <, . "C) E ff• L•. � 16 D.G. -��E► � PUNCH HOLE IN � � �q...... . EXISTING WALL STRUCTURE ABOVE -• EXIST. GONG. WALL LOWER TRACK FOR Ll SYSTEM PER PLAN . d . FASTENER CONTI NUDUS /' '' ,�, BATT INSULATION 1 WIC: NEW WALL SYSTEM -.- INSTALLATION SEALANT '� �,,, I ' E XIST. INSULATION 1 /r Mill 4 WHERE NOTED ON I v a PLANS. d A!L 'y i I WJ• -+ EXIST. WALL PER •1 METAL EDGE TRIM I -p PLAN ': ''� (...) (SHOWN) or UNCUT �' "� Q• 1 . e'1••MANUFACTURER'S m EDGE OF GYPSUM 4 V1 • .. .r-4411. S Ct ECURE FASTENERS BOARD 011.411110 • ,Q � : ►" d TO STUDS AT A °15 LOCATION 3/S" CONTINUOUS METAL BELOW METAL TRACK �A TRACKS ALLOW • FOR TRACK HI. MOVEMENT PT-1 1 PT- ? 3/4"PLYWOOD ON NOTED PARTITION TYPE. Y PT-03 15 DEFLECTION HEAD 3" = 1'-0" • 3" = 1'-0" 3" = 1 -0" A2.6 1 1/2" = 1'-0" 100% CONSTRUCTION DOCUMENTS•; EXIST. INSULATION 4 • a °' PARTITION TYPES t `.. EXIST. GYP. BD. EA. .. •• SIDE . • SHAFT ' : i ProJc %_' 5/S" GYP. BD.DE STAGGER JOINTS • </' % peg 1N: V J 4t'.: lii SHOTGRETE WALL i■ iirI a I. 4" I-STUDS AT 24"O.G, VENEER PLASTER GOAT HEOKEC: DOE 2, I"SHAFTLINER EXIST. MTL. 5TUD .. • 4.• •; 3, ONE LAYER OF 5/S" DATE 04 i i 0 ,,, 1 1 GYPSUM WALLBOARD REV 51OrI5: �.% APPLIED HORIZONTALLY """■""" EXIST. INSULATION ' , OPP • 4. ! 1/2" MINERAL WOOL OR a A100 GDS - 04/2 /10 FG BAITS IN GAVITY. - '-�• XI E 5T. GYP. BD. EA. �►- j SIDE d' • NIP . -�..' r WR GRAGE MONOKOTE 4 .FIREPROOFING 4 • • Q (2 HR. RATING) :".'.1-1' EXIST. MTL. STUD S" cn U PT-1 TO GA#WP 6905-STC 42. EXTEND STRUCTURE 1 HOUR RATED.PARTITION PT-08 ��-��»NOTE: OUR RATED PAR1RTION NOTE:ITT REQUIRED AT SERVER RM.102 • 8 4 • 1._ c.) 3 = 1 -0 3» = 1'-0 3 = 1 -0 n a 0 r a N 0 N A PROVIDE , , //// E3LOCKING FOR NN 0 EXISTING I EXIST. ININDOIN JO- NEIAI FIXTURE I I GLG. 5 PAM I 11,111,00....1 it HEAVY GA. CLIP AND GONT. PTO IND SILL HAM O. dip • .a. t , ,V.1 11.1 t1+41,,4,11612"-VOW Rt..iNAVY,I04.14A-Tarl-•'4.4..#12 tr- tt L 4x4xY2 (E) FASTENER - SEE I I 1/4" .r. 1''''' 0, ■4 - -------- I 7 SEALANT ( :.i'' 1..? , +1- 6'-O" O.G. STRUCTURAL _ i -, 40. -4r / , 1 )11111li 3/4" F.T. -- F. t,"-. \iv , EXIST. lir J Mil-. ,... ""' /- F: 4' rAll /;/ 2-Y2" MTL. STUDS i., r---mrgArrtssiRAEF;.: PLYIAID. SHIM 40, II n CONT. frAti% . .. I /1. ':' I all I SEALANT GRNR. BID. 3 t-m_. REMOVE -"Li-:`,*---- 3 1/2" MTL. LINEAR SLOT / I MIPPIPIP „ 61-0" 6-0" STUDS @ f: VENEER I GYP ap. 6 STUDS @ 12" , -4,-- 4-- DIFFUSER BOOT J MTL. '. PLASTER p O.G. (20 SA) ------------ / 6" MTL. STUD (E) I r--- / // / // OVAL •z_ (20 GA) :, (VP-1) I 0,‘ NEW DBL 0 / 1 I -1;.•` '' GONN. 5/8" GYP ..:. / // / // / 6" MTL rs'; /- VENEER 1 .. ..4,.i---_-_. r -1 H55 bx4x)/4 (E) i i I , / , ' ///// 1 // / / / BD STUD NPR 1 (2) 6" MTL. (2) 6" MTL. - PLASTER / L--._ _ _ I _ 1_ _ _ _ _ , - 1 -_,___ STUD HDR. STUDS .,---, ,__, ,r., .1111111111111111111111111 • PENDANT ''' (VP-I) / / /, _...J ___ r--- - - L.... r , I a i 1111MUMENNEMEMEMP . . :_ (206A) . - --- FIXTURE 2x6 FT Ift g /// '/ / / EXIST. ,, :,i - / ,/, / 1, --4111111"" ■//fgllIllr. BIRIGI: / -■ iiiammoma- .•,,,,, .,,,.. .:4. .7,.F-..4.7.,.::,...,7,-,-,_.:7-;-., GLAZING •-- :,,,- 0 ATA 5/5" GYP. BD. ON - - / / / ,- / // ' / CORNER BD. i cgt.ig, Bp. CORNER BD. ____ - \ \- GRNR. Bp. SYSTEM (E) 1 1 2--) " MTL. STUDS ...... .,.. EXIST. NALL i--• VENEER\ J MTL. ELEGTROMEGH GRNR. BD. TYP. / / ASSEMBLY :.)1) If I"X2" ALUM t PLASTER I SHADE HOUSING BY OPEN VERT. SEALANT J METAL AND / A I ZO < GHNL FINISH MFR. JOINT 3/8" r / ' _,// A SEALANT LAY IN ACT CEILING - ,\r_ _ RMV. EXIST. ----ff (VP-I) I -4.------ 1/2" TEMP NALL GLASS 4 21-0" rtr - 1 LOBBY CLOUD SECTION 3 LOBBY WINDOW HEAD 4 LOBBY WINDOW JAMB 5 TYR SOFFIT AT WINDOW 6 P SILL @ (E) WINDOW PECK A5.1 3" = 1'-0” SMILEY A5-1 1/2" = 1'-0" A5.1 1 1/2" = 1'-0" A5.1 1 1/2" = 1'-0" A5-1 1 1/2" = 1'-0" ETTLIN architects ( , . .REmovEi: 4412 SW CORBETT AVE • . I .. EXISTING INALL 11-0"+/- 3/4" INOOD PORTLAND,OREGON 97201 23'-6"+/- 2-0" TYP. MAX. SILL 6., 1 . ' 1/2" TEMP- : . 6LAS C PHONE:(502)2484170 , c503)248.0223 DIAGBRAGE \ _ J , 1: • 11-0 5/f3" / (E) VERIFY / @ GNTR OVER :NI • •• IG"XHNLI" A...LUM•. ... .: A ---- (E) I /3 I/2", 7-- CORNER BD. 2 PANELS /---E0XEriN.6T-6BRAIRI) A •,. A (E) 6 / - I 1 CEILING '..../ ., I. i ; :, GONT. '' (* ) 2x6 F.T.. , SEALANT !"-""""" .1 ;: ( --- ' ir oi IND. VNR. :, J MTL. 1/2" F.T. LYIAID. 1 , , ,- - 1 . . , v4IRE PNL ON ......) I 111111.. .......-11 /••• EBXE)15T. GYP .. :! ;: CLIPS I I I INI4x22 (E) id - 5: ......1 (E) 1X1 TS SHEET MTL ...„,---- 3 " (25 GA) \ in vromis...v ____J , COL. C ANGLES STUD . EXIST. 7- STUGGO • I . \ ---------: - 's - a) . ., 4' 0" LONG 1* •V.F1k1514 • _ =0 ! I 1_ ____ _ i ____ _4 _ . 6x4x3/8 __I T5 GOL. 0 1 I '' '.------'- L 3X3X3/8. Zs) ' 5/8" GYP. BD. ==j1La / . EL. CLIP iy; . / • Xl5T..BM. . , • _z_ , 7 '' - N 1 11/4" (f) _ _______. - (E) DOOR GLIP ABOVE. PAINT. -/--. GOL. 3/4" , , VENEER PL .i.,;.TER (VP-1) 0 0 CANTILEVER END FRAMING I • • . BYND. CORNER VERIFY --/ 1/16." Ak IR 1 -&EE SPECS. 1 , f------ 1 BD. -47-0- __//'""\ 1 GRNR. BP. 1 1 I 1. . . . • LOE3BY1)40•ct: PANE . v.- ...._4111-44111■I w-- cts GONT. POLISHED 2\,. - ",„,, 55 HANDRAIL CLOUD SECTION LOBBY WINDOW SILL LOBBY CRNR DTL nitiourtimmatap. W HANDRAIL SUPPORT DRILL REMOVE HALL @ 8 9 10 ...,--- ,4, ;., ;„ , GLASS 6'-O" O.G. MAX 2 I TOP OF STL. GHNL GRN'R. BD. :4 :,, CI (D. PER GLASS PIECE MIN. MTGH SLOPE A5-1 1" = 1'-o" A5.1 1 1/2" = 1'-0" A5.1 1 1/2" = 1'-0" rip. ,,,,Z 4110110- 0 > 1/2" TEMP. GLASS ALL # is ) (1) < CY) EXPOSED EDGES POL. , - 3 1/2" MTL. STUD 0 III I ) enCi) -C JNTS. PLUMB I-3/5" •'-o FILLER AT 12" O.G. vi ,1 , V ■ CN T i il ' )1 r 0 c) iN POL. 55 CLADDING il '.%$ MORSE INDUSTRIES BASE EA. SIDE m SHOE - SEE SPEGS. -it ----1 / 0• ,4 "co N- ct CO SETTI1\16 f3LK. V •'- ,,,- 6"x4" COL. II = 0 viti. ,Ni 1 1 1 •-4c T ...,, . BYND. 31_61 IF t \ r - HL LI 1 )/2" GAP SCIRENS @ 19 ' CO r" ...n- ,.. EXIST. . . •I!-JO" . 1 1:3 CT.1 PREP. 4 PAINT I .4*%.-• PATCH . - EXIST. STL. GHNL I /- b<IST. p1'P . - C LO CD I NE GRAPHICS PNLS / - 1301 - •• PL-3 A co .1- i-= CARPET I 3/4" MDO PLYIND TRACK (BY OTHERS) •. . I ‘k• . F.T. LOBBY PILASTER 0, NEIN 8" 7- STUCCO --1 I 1 73 1r- 4 . _je 1 ...._____+,--- 6" L. HR. *k= FINISI-.1. . • . C ir- GONGRETE 11 5110 (E) BLKNG @ EXIST.•111110K 5M IUD TL SINA 11)DLL .... ' - r---: • ssisimmar"-----rs y........ I'''' , ,,,,,,, ..,...............,,,,,,I,Syyzy ,„,, ...c.„,..„,11., A5.1 1 1/2" = 1'.-0" PAN (E) L.,_ 1 1 /- Cl2x20:7 1 E +10.-0" - " - r- , I ' H55 6X6X1/4 0 EXIST. 1-------... 01 GLG. BELOIN (E) -\ ' Ai S" DBL. II 0 -- a" MTL. 511)17 --I 1 1111 IND. HDR. II Alli. 1/16" 3/4" oti PANELING . . -- III 0 A 1 Ai , 5.--- - 7 ' ' I IC ,li -<;RNE R B61, • . ..*STUGGQ t_____, ••.. I : _..../ , c11-2"s (E) ALUM. STOREFRONT r7;;• iimen.m.'41 Et L III ALIGN IAI/T.O. SYSTEM i 4 LOBBY 1A1OOD 06 ok, ,,„ . F . ,...!' FIRISH . • .. . in GYP el?. ALUM. STR. II" 11 PANELING III RMV. EXIST FRNT. 1 - , LL RI v 1 WALL / -/ 1 II (E) NALL > (E) 6X6 T5 GOL. i IIIK ASSEMBLY. Pi 13 STR GRD RAIL @ LOBBY 14 WOOD VEN PNL DTL 15 CANOPY @ RECEPTION DTL. ir--- ,it 0, PAINT II 10 J MTL. (E) EXTERIOR NALL III A5.1 1 1/2" = r-0" A5.1 1 1/2" = 1'-o" A5.1 1 1/2" = 1'-0" ASSEMBLY ko 0) 0 (E) ALUM. ININDOIN 1 it 11 VENNER PLASTER (VP-1) SEE SPEGS C // // /// / 7/ /// / / // , r ArteArzr i :r-yr.r.......,F. --Arte SYSTEM ,1°0.1 100% CONSTRUCTION / / / / / / 1 u1 3 1/2" MTL. STUD AT 12" 0.G. 1 - iris, i 01 DOCUMENTS Ad I #1.,"•••!. 1 -'-1 / II NEN 5/8" k- h r ...... I Prol CZ Or i 1 --1. 1 FROJEC.T :a'0,1/4 • EXIST. / ,/ /, /// / / I/ 0 I IF 4;4, / / 1"xl" 2 1/2" MTL NEIN 5/8" k Bil - 1111M A / ' / ' 1 - - - 1. - . - ;:. ,... , . '-- - 1 / 1 A GYP. E1 Xilx15.7Tn ///,', A,/ , / / . 1 I I L - III 11111,itieWd\: il ,..., ‘1, STUDS / / / / ' / / / / / • / / / / ///> I 1 7■0 1- •1 0 I / ' / / / / . INAELXISTL. III // / / ,, / , / i / / / // / I / 1- / / ' // // / / Ar //,' ' / r• TUBE STL A 11111 I !,, 0 / EXIST. r-- - - - i.-- - -1 - -I C-ECXED I-40E 1 , "N '-____I / / / / Ex! / A. 1 / 1/ , ' / / LL I / /, / // / / / / r_______, A\ / / / / IFir //z I//11 . // _ --; , // / illr , TUBE STL. 111.11.1.1.1111111 ND. SILL BELOIAI ' ( -- ' // / / / / 1 , 1 / , / ' // /, /, / / / / I /// GYP. BD. 11-0 1/4" ir------) ) / / / / I ° REV SION5 / / / 1 A0 I. / // I I I \ 1 // A...:.: _...2)..41A. CONT. SEALANT tio.„.; ______-- ' / / ____#,./ z ___/ - / / ■• , . ' t r3 I 4 , rewittier:/\,,/\/\,/\,, , \,, v ,/ i 3 1/2" MTL ,-------- - , INN”../f•■■••10 STUDS 1 r--------N &Ned' EXIST. I 1 6"xb" EXIST. __Z .i.er■ Adam, i. J ilrAIIIMININV" AIIIIIIMINEMBIMMINg.AM ( -141111014, .". TUBE STL. I TUBE STL. =.,÷ :I- I ' 2 1/2" MTL CORNER BEAD A•0011PIPP- c-•=i-....:7•,-7.---1----.;,:--,7,--.:-..,-.-,•,•,..., t.,-;. ---,----litassarvomelause. A , \ 2 1/2" MTL I I NEIN 5/8" I i s7.... ■ I /I s-rups gra - \-1 STUDS 1 I 2" j 1"x1" EXIST. TUBE 5TL. GYP. BD. I . 1"xl" EXIST. 9 - IL _ ..), TUBE 5TL. 7-- ? - 1 i - (E) ROOF DRAIN GRNR. BD. TYP. (E) VERIFY 11-0 5/5" --r-J 11...--...-..,,, 2 1/2" MTL 0... . L-----, GRNR.. BD. LEADERS ------ NE IAI 5/8" STUDS GRNR. BD. TYP. lif TYP. 2 1/2" MTL. STUDS AT u) . i \' . . ,o, GYP. BD. k , , - 0 Ci „--- HM FRAME 11-1 /4" 11-11/4" (E) 1X1 TS GOL. \- GRNR. P. \ r , Jr II cc 19 COLUMN DTL. @ GRID 7 20 COLUMN DTI.. 02 21 COLUMN DTL. 03 22 COLUMN DTL. 04 23 LOBBY PILASTER 02 A • Lc, cn o A5.1 1 1/2" = 1'-0" A5.1 1 1/2" = 1'-0" A5.1 1 1/2" = 1'-o" A5.1 1 1/2" = 1'-0" A5.1 1 1/2" = r-o" E, 0, 0 Q L �� 111-8" 11'-8" — — \� \ , wa A.F.F., A.F.F. I - I I' 8" GONG. DEGK (E) _ 11 - _ II A.F.F. l 20 GA. 8 MIL {6x31 (E) Ii BRACE FRAME •, � � � f STRUCTURE ABOVE STUD @ 24 O.G. _ STRUCTURE ABOVE BEYOND ( � �� O. �" S I8 GA. 3 Y2" MTL. \ 1111ThlWar ! 'I-- GUSSET PLATE AND BRB 24 CAA. ALUM � r ,.. ; STUD TO STRUGT. \ TOP TRACK PARTITION - - - _� Ili co 4'-0" O.G. \\ \\ 12 AXIOM 12 AXIOM CLOSURE 1 OF 0 31_DII MIN. �\ \\ 31_QI' MIN. 1 TRIM Iwg TRIM �. ' 1 J I I SUSP. CEILING I'- it Al I SUSP. CEILING 'GR I BE GLOSU mama PIECE AROUND SOUND \\ y 1 GRID GRID A ENUATION GATT �� ' \ �, • 12 AXIOM ihhhh ---,AM° 411, i 11 . INTERMEDIATE �=��<��`' �� ` � �) i� TRIM , '�� HORIZ. WINDOW (2) F.T. 2x10 _�' ' �� 1 x_211 ° MULLION I C ;, T %g SUSP. CEILING 1 l l �I ;(, ;/ I GRID u o I " c I I 01111_____ ®c I i 10'.-0"41 , E 12 AXIOM __ ,' 15' ' ;; ;\ ', i'� A.F.F. A.F.F. EXISTING �k__ •__ _; i, ,_/ I_2 GT GLASS .� ,., �, �� I 11 LAY IN A TRIM - __-_-_ ■1�'E■ --_- - ♦ CEILING NM Will , 01P.AllSh 1,,., Q r� ...... q I 011 AY IN AG T , OPERABLE PARTITION tii �+'! V �... .. �. ,..........i_.....x.,. .w.. -� : g 1 L tY 5/8" GYP. A.F.F. GE{LING GONT, �LAZ I N - SEE SPEGS w BD. GLG. LAY IN ACT j TAPS I 41p� CEILING a,�OII _j BRAGS FRAME BRACE FRAME FRAME A.F.F.gBEYOND .2D ALUM.. A. © I GL05Ui2E OPERABLE PTNII HEAD _ .. _ �.._ ■ _ BEYOND _ _ , _ _ _ � 1 PANEL Z PECK „ SMILEY .2 1 = 1'-o" BRB SOFFIT d BRB SOFFIT 02 BRB SOFFIT 03 SCRIBE GLOSU ' s 2 3 $ PIECE AROUN. _ _ E T T L I N L. A5.2 1 1/2" = 1'-0" A5.2 1 1 2" = 1'-0" A5.2 1 1 2" = 1'-0» DOW 51 0 a r c h i t e c t s C �A �A ! EXIST. WINDO ..............7...................T.---4 BRACE FRAME V BRAGS FRAME V SYSTE' BEYOND BEYOND C BRACE FRAME 12 _--- --____-- .. 4412 SW catni T AVE. BEYOND A5.3 !\ 1 r I_ : \ 1 5EE PARTITION PORTLAND,OREGON 97201 �� --� -ter. _4 I - ♦ GONT. PIP 1 \ \\ \, TYPES PINE:(503)248-9170 U,[,'U; �-j �;rIli1l U`U��U U�U �'� ,1 WD SILL 1 \ T \ [ U, : J 0 J C C J C J G 0 g FAX:(503)248-0223 O 0; CI,000-,100.000 i ^J II ;'v0 II�J ;�rJ;C �1rC IJ 0 0 I I \ 1, l 1 0; JI, G,U 0 U'J 0,0 0 a,/ PAINTED WD. \ I "J ,1, •Dsu J,000C,O00 \ 58" GYP \\ \ \ C C'OC ,,0°0k1 '\`1(,Q1C\00\0 I / \ \ ` SILL BELOW \, I CJv O0 000;✓OCr� �\,1V10\\00000 BD 1 i, 1 1 .025 ALUM• Ct ,O r ' O,� C ,J J COOO 9 @1 . _ i METAL FABRIC 1 1'1, O G,-10CJO; C,� 0,�;0 O C METAL FABRIC METAL FABRIC _'�- �,/� CLOSURE HEM �- C 1O �I03, 1�J IOC,,-H[VOUOC�- (MM-2) SEE SPEGS. \ (MM-2) -SEE SPEGS. 0.0 0 (MM-2) -SEE 5PEG5. -- EDGES TYP. �,\ ' I 1 C \O •JC,OC,\��UL \\ �I J,L J0J0 0 EXIST, \\, \ _ �; I 10 �JOICCOOCO\(�'�\C0� J�U.\OJ\0 � BRICK T 101_01 I.. 1' 0000 0JC 0�� :10 Au 0 �OOJO\JOO 01V0\� �\ OO��AO I C �, _ }- v A.F.F. 1 1 I ; UL `',0 0 T C\HO 1,1-0 -i JOO v IOCOCO GC C, O I�\\ OvJjU r�\\C lI ASSEMBLY COUNTERSUNK C;� 011,41 0 U J C Cr fudu1 f... f- SGREWS @24 D.G. CI) LAY—IN AGT. - 1 j•- 0 � J�J � C 04 � 0,0.� �. O ��=IJ a . 1 I (N OLCCJuJO\000 0\OC 0�O00G\OIOC, (N T I (N I \ \\v L ♦ -I -. A" - BRACE TO ; 1 I0 O J[1J\0000 0 OJ uuoulL'uOou,,,0 �I \��. CCC0 � 0 C000000JO 0UJ;01 C00;1'0r000:0:1 „0 57UGT. 4'-Q” Q.G. p C 1�Cr[irJO\UICJCI �JOOO�O)O IG II j - 1 \ \ .125 ALUM. GLOSURE 0 _ � 0 l,J � ,\� EXIST. WINDOW (U J PAINTED SYSTEM MAX. 0 \0\ J CCO IJ \ \0 0000 a I I Y C [ ( GYP J0r\OOO, OCJO.[1C l 1rJ0 �0 0,0 13 i C I ' '\ \ GLAZING T ) CO f ` ' C q O 1 3 I/2 MIL. STUD L ; ( A5.3 \ _ J J A.F.F. W/ 5/8 GYP. BD. I I '1 J ��\ \ \\ I EA. SIDE. ► C Oror1 t L0�4,-1 yCO�OR100 1 I A )v- 0.0 O C'� 0,'l h ,r . � A\._.-. q 1�Q�Li n��1. �7 �� n„ n ■ GRNR. BD. TYP. a!mn�cawimuui�sumuw�iC:-1 I �,..�M n a a�axixsu�naeriac�m��It�m Zl <� u��n�nsilm�ren�niurrlwnaudw�wu�wrvwm�w ��w�r�amwwd I . �bden�IS�idi �iu�uuIuiw.ul�wa �a�iuluran 7:3 1 CO CEILING TRANSITION CANE BARRIER DTL. CANE BARRIER DTL. 02 CANE BARRIER DTL. 03 PART. WALL WDW 04 PART. WALL WDW 5 6 7 8 9 10 Q) E A5.2 1 1/2" = 1'_0" A5.2 1 1/2" = 1'-0" A5.2 1 1/2" = 1'-0" A5.2 1 1/2" = 1'-0" A5.2 3" = 1,-0" A5.2 3" = 1'-0„ 0) t!) Q M !J. (CI C C, a) - ,--- ----'l I - �--- SEE PARTITION -- -\ 5EE PARTITION TYPES \ 0 3-1• 1 TYPES 1 CO :a .025 ALUM A — 111 —±-1- Cin "0 .025 ALUM ' CLOSURE HEM 1 j :�• .125 ALUM. EDGES TYP. I/2" GLASS - SEE SPEGS ''' ' CO CLOSURE HEM ;y' 16" MAX. CLOSURE I/2" GLASS - 5EE SPECS I 1 FOR STYLE $ TYPE C 01 EDGES TYP. PAINTED WD SILL / FOR STYLE $ TYPE 5/8" GYP. BD. EA. SIDE 1 SLIDING DOOR 'Cr Pi '• PAINTED WD. _ BELOW 1 TYP. SEE PARTITION TYPES _ CD .....,_ SILL BELOW WINDOW SILL u t RAW ALUMINUM i ■ I �� .125 ALUM. ` HEADER TYP. SLIDING DOOR .� r COUNTER SUNK 1 = COUNTER SUNK -� CLOSURE _ CARPET ,I. SYSTEM - EX15T. WINDOW '4 -.� - �� E SCREWS ® 24" _ SCREWS 24" iy_ CONCRETE SHIM LEVEL J MTL. ----------._-11 _.. D.G. m O.G. m DEGK (E) ! ! �' - 5Y5TEM FILL CONCRETE ►�..a - - ��. OW SPOTS a... _ .__ �- - - ♦ I J, J MTL. m � L I E GLAZING TAPE �G�f�ll��i�U�a1�Illu)4) ‘,::�� u - u f?` 0��u��u iu 1)' 81_QII - - i GLAZING a te- V2" GLASS 5EE SPECS i 0 AF.F. TAPE a - FOR STYLE TYPE EXIST. WINDOW SYSTEM 111 h WINDOW HEAD 5 8" GYP. BD. EA. SIDE f- `I TYP. SEE PARTITION TYPES 4---- , E ' I I/2" GLASS - SEE SPECS i[ - � t FOR STYLE $ TYPE 06Ct PART. WALE WDW 02 PART. WALL WDW 03 11 12 F- TYP. SILL OFFICE WINDOW HEAD OFFICE WINDOW JAMB OFFICE WINDOW JAMB OFFICE A5.2 3" = 1'-0" A5.2 3» _ 1,-0" 13 14 15 16 A5.2 3" = 1'-0" A5.2 3„ = 1'-0" A5.2 3" = 1,-0" A5.2 3" = 1'-0" 100% CONSTRUCTION \,, POURABLE POLYURETHANE DOCUMENTS 5', I SEALANT MOUNDED TO I N''\ PREVENT PONDING. \ \\ C. \ \ SLIPSHEET r/////;:.7171171:i:4‘,..'1.'",!.:.'t.) DETAILS \ NON-SHRINK GROUT TO 4 �_ WITHIN I" OF TOP OF PAN 2� ::`; : - n \ TYP�SEEGPARTBI�T�ION TYPES >} � '• •�x � TWO-PLY ROOFING\ MEMBRANE PATCH ��o� e : 2 '1 SQUARE PVC PENETRATION d.\ MASTIC 20 GA K I GKER \ I® 32" O.G. HEADER TYP. PAN BY ROOF XM4'DEEP ; D��IL'N: -/ �� ./. 4 4,. I • CHECKED. 'O G BEA a l D ORNER - d . _ Ll 1 I , I t :. "',I.2" TEMP GLASS 20 GA 3-I/2" STUDS @ oti'E, '% - GRL POL. CHROME 'U' I ■ 16" D.G. TO STRUGT. �ME / { RE r sloe CHANNEL - SEE 5PEG5. iii 5/8 GYP. BOARD I / \ 100% GDS - 04/21/1 D LEVEL FLOOR Al GA TRACK c� - I 1/2" GLASS - SEE 5PEG5 . m I l 2x4 F.T. DOOR BEYOND r1,2111EMIT11101(11 /RIFIA1 ��;` „Vl�d�;titl>I�11N�\1�lWIV!n��ah'dN11��IW��j1 FOR STYLE $ TYPE 1 in WINDOW HEAD 1 = -'- CORNER BEAD C \. .1-5: '3 < I/2" GLASS - 5EE 5PEG5 8'-O" FOR STYLE $ TYPE ° A.F.F. GIRL POL. CHROME 'U' (E) 11/2" 20 GA. DECK • , CHANNEL - 5EE 5PEG5. \• . 1/2" TEMP. GLASS .. . -• , . U 2 W TYP. SILL DTL TYP. H E:AD DTL. EYP. JAMB DTL.17 1a 19 OFFICE WINDOW HEAD 20 PENETRATION PAN A 5 5 ctrt A5.2 » _ A5.2 A5.2 OROOF ■3 - 1 0 3 1 0 3 - 1 0 •2 3" = 1'-0" a. a. 0 r O N O • * 1.. r 5:,-<"., PRO HAM 0 ' :. I s. �`I PROVIDE ADDmoNA�L SPRINKLER HEADS 4 ALL RELATED �- '_ APPURT NANG£S NEEDED TO LOCATE SPRINKLER HEADS IN GEOMETRIC d, \V,--- CENTERS OF LAY-IN CEILING TILES-TYPICAL.IN BON PUBLIC d P , SEALAND $ �,,•--- PROVIDE SOLID EMPLOYEE SPACES ' *' '' SAW GUT EXISTING SLAB CERAMIC WALL TILE `�: p , II SHOWER BEYOND BACKER ROD .cam BLOCKING A5 REQ D. ;�_ I O EQ. EQ. FIRE SPRINKLER 4 ADA SHOWER - ,a:�. ^...,L HFAD /x-- PORCELAIN FLOOR NEW GONG. SLAB I SEE 5PEG5 :s +'+' +'+'+'+'+'+'+' '+'+'+' '+'+'+'+ t'+'+'+; +'+'+ '+'+'+'+'+'t '+'� A5.3 TILE - SEE SPECS < ==.. + t + tt + 44444 + t + tt t + t + + + + + t tt OF 0 �:;■ + + + + + + + + + + + + + + + + + + + + + + + + + + + + . FLOOR DRAIN CONCRETE SUBFLOOR (E) " __T--- :•;, + + + + + + + t + + + + + ,. + + + + + + + + + + + + • + + = SELF ADHERED =mow 7■w■■1 u■ww■w■ww - + + + + + + + + + + + + + + + + + + + + + + + + + + + _+ 4 GER. TILE ABOVE SHOWER FLASHING MEMBRANE w<= - � m ��■ I _ ., + + + + + + + + + + + + + + + + pipr7++4 K- + + + + + + + + + +++4 - °tom' _ ._- ° ♦ SHOWER STALL �. _ + + + + + + + + + + + + 44 + + + + + + + + t + + + + + + + + + 4 '� A wu■/■I■u .ui .0 ■ww■■■.An■■w■■■wuww■wr��:j/%/i....,i..�.�MIL �8 M.R. GYP. tiA`■ + + ++++++++++++++ + + + .! +++ + +++++++,� a ►�1 ' WNA ti\\��_ ---_.∎•∎∎∎ d t t + + + + 4 + + t + + + + + t + + t + + + + + + + + + • + + ° ` ° ° ° , ° ' SEALANT BD. PA INT �„ 5/8" CEMENT BACKER UNIT - + t ++++++++++++++++++:+ + + + t + + +++++++ + + + + w + + + + + + + + + + + + t t + + t * + + t t t + t t t t + ° ri� INSTALL GER. TILE OVER w tt + + + + + tt tt + +Mt + + + t + + • + + '§r2 ..� ° .. ° ' ., /8" G Ir= RECEIVE SHOWER STALL t+*+ + + + + + + + ++++++ +++++t+ t + ++++++++I*+++++++++*+++ ++t,lc- ., 5 EMENT BACKER UNIT SHAPE AS REQ D TO ' GYP BD + + + + + + + + + + + + + + t + + + + + + + + + + + tt + ,4.v i x+ r t Xr c� • ti,. a,�. � ° , - SHAPE A5 REQ'D. TO "'^'�.1 t + + + + + * t + .. + +< t + + ++++ + t i + t t t t t t• + L --1 itintit-I! - _ '' _- - RECEIVE SHOWER STALL SEALANT ��j + + t +�('j t + + I SEALANT + + + + + + + + + + + + + + + + + + + + : +++t+ + + + + + + + + + + - DROPPED GONG. A SHOWER + + + + + + + + + + + + ► + + + + + + + . + t + + + +++ + +y++++. +++4 ++++SUBFLOOR I 1 + t + tt + tt + + t + + + + + + + t + t + CRUSHED ROCK C'S +*+* +*+*+ +2, ,LAY-IN * +* 't*+*+*+*+*+*+++' +" -" * *++4 SOLID BLOGkING LLI +t++ t+ t++ iL*t { +++t++i E+++++++++++++++.+ + + + + + + » +++GECOMPONENT t ION� +++� SEE 5PEG5 FOR SHOWER TYPE DIMS. SHAPE GBU AS REQ D TO + + + + + + + + + + + + t F + + + + SEALANT t + t + + + 4444 + + + + + + + + + + + + ; + t + + + + t + + + + +_4 SHOWER STALL REGEIVESHOWERSTALL t + + + + + + t + + + + + . + + + + + + t • + + + t + + + + + + + • + + - GONGRETESLAB (E) SURFACE BULLNOSE TILE 0 �47 �+++++++++++++++++++++++' + t +++t+++t++++• +++++++++++++ ++++++++++1+ + 3 RECESSED SHOWER :. E 4 SHOWER THRESHOLD - EXPOSED CORNERS (TYP) SHOWER H EAD DTL■ C EILIN TILE DTL. P E C K A5.3 3„ = 1'_0► 0 CBU 5 6 SM 1 LEY A5.3 1 1/2" = r-0" A5.3 3" = 1'-0" A5.3 1" = 1'-o" ETTLI N Uii architects J=i■■■■■ = i SHOWER STALL +/- 2" -- 1 - --- 4412 SW OORBETT AVE. SEE PLANS FOR B I 1 COILING DOOR PER PORTLAND,OREGON 97201 WALLTYPE SHAPE GYP. BD. AS REQ'D -1 MFR. PIIE:(303)248•+91710 ACCESS SEALANT TO RECEIVE SHOWER STALL i II (N) H55 TUBE FAX(503)248-0223 FLOOR SEE SHOWER STALL _ SPEC. SURFACE BULLNOSE TILE ® %j + \7"iwn.a■wi ■ EXPOSED CORNERS (TYP.) p I ST FLR. T. .G. _ �' 1 GER. TILE / / � . \238.00' e ■ EXTERIOR INTERIOR /--T-2 _ 4 5/8" GBU I 7.--- T-6 N © n p 1/1.17//// I EXIST. BRICK E/ L I c--- \ - VENEER j \--7 C� NZ � , . I ......-j C d- -' - : GONT. R BEAD CORNER BACKER ROD TYP. PROVIDE MTL STUD CD NI ------- \ 1 4 SEALANT BLOCKING PER 0 \ --� \ ♦ Y r 1 S'-O" J DOOR 5PEG5 1 �N SLIDING DOOR ' A.F.F. CO >n I v 6" MTL STUD HDR. C ~ $T.O.G. , I I GRNR. BD. SEE PARTITION TYPE o 236.50 <1 A zi, , , CO TILE ELEVATION COND'S a� 7 SHOWER JAMB ACCESS FLOUR R HEAD DECK DOILINC DOOR HEAD • 8 DOO A5.3 3" = 1,_0" » 10 11 CU A5.3 1 1/2" = 1,_0„ A5.3 3 = 1 -o A5.3 A5.3 , Q > 1 1/2 = 1 -0 1 1/2 = 1 -0 g ( g ) .0 N CORNER BEAD INTERIOR CORNER BD. TYP. UJ ,.� . GROUT BELOW _ _ / NEW SLIDING . ` -� ; GROUT BELOW METAL MESH - /` \� DE ( (// N O NUT go 2'-0" O.G. 14 �� /� A5.3 COUNTERSINK 114" / \ i \ \ r_ ; i . PL 3x3/8 CONT. i _` _-_ BOLT INTO THRD PL 1-1/2x3/4x3/8. c� t� c EE i u 1/4" / \ i`� \ OPENING @ 2-O O.G. 111 3-O O.G. W/ 1/4 \ EXPOSED ANCHOR '' \/ Ar A • ._ L 3/4x3/4xI/8" 1 L 3/4x3/4xI/8" � ;�, �� I _ � II."' 1,/?,j/1 PL 3x3/5 GONT. �_�� L a- �, __L , , _ E3 METAL FABRIC ( I CARPET `� �y o -•-- -CONT. BACKER ROD (MM-2) - SEE I / • METAL FABRIC �- AND SEALANT K7 / _ _ / I L. ALIGN ;' r SPECS. 3/8"� I I/2" I N (MM 2) SEE 5PEG5. !�"' _-- �i��.:'.. _ =- � CO !� / ♦ ♦ ric BACKER ROD --''"� 11 I_ TS I�I/2x1-112x1/4 I -- -... . ,="`/A _ r / NEW STOREFRONT E 61-0" O.G. MAX. �yN. / i AND SEALANT _ DOOR I 'i ��t � i / / /'/ /P/ / � �(ti ti� /t i i��i��i ) �/I j i'i'I;j I � � �' i i y �/D�/ �////�/I////l�i�///�//�///.�/!//�//1/1'r i I �'I`/ // / i"-� / ) i/j (\ IIi O © �' / 1/2" PLYWOOD - _ -PL 3/4x3/8 GOVT. ! 1(I / 'I/i i; I = N ' i"" i SAWGUT AND �"' 1 -. - -/. / , / i , .• �E 1/�; / / p ,,- DEMOLISH EXTERIOR Q r - ," BRICK BELOW BACKER ROD AND 0 A I I a / SEALANT 3/8 'j' 3/8 �' EXIST. SILL TO NEW 6 STUD 1 f/2 �i 3/4 WITH 3 I/2 a SECOND FLR. MTL STUD I/8" (.125) ALUMINUM Et a <_.1 I' FURRING PANEL A v EXTERIOR 06 1\/ a a EXIST. BRICK VENEER STL. PLATE BELOW ILL AT JAMB. - NEW BRIGS '�>, STL. PLATE BELOW e F-- 12 CANE 13 BARRIER CANE BARRIER DTL. 14 15 CANE BARRIER DTL. JAMB DTL DECK A, 16 JAMB DTL. DECK 02 . A5.3 I' = l'-0" A5.3 I' = I'-O" A5.3 3" = 1'-o" A5.3 _ 3 = 1 -o 3" 1'-0" A5.3 " 100% CONSTRUCTION 2 3/4" 2'-0" 20 A. 55. HOOD. - _ J DOCUMENTS / '� 3 8" MATCH TILE DEPTH �, 8" �, 6" / 6" HEM EDGES TYP, L �, 1 L 7 ♦ �� ` 20 GA. 55. BOX. MECHANICAL UNIT ■`- -I ] DETAILS HARDWOOD -- HEM EDGES " -'-- -- SPACER PAINT = _ �� _ ------�---- , _ AND ISOLATION ��! -� �J - 1 _ , _ cv 20 GA. 55. CURB SEE MEGH. :� '■ I ® ��. N\ p BOX EMI F - w�am cv '- 1/4" POL. PL. MIRROR I j*/ � `3/ \ ` RIGID :: �'' MASTIC TO PLYWOOD �, INSULATION - ;;q .; � PROJI�CT. 2S 0 BACKER . ♦ ♦ N 5EE MEGH. ::' -1- \ FULL HT. S.S. PLYWOOD BACKER i':: COAX. LINES FROM ANTENNA. / i I"C-"*1 - : 1 I 5 1/4" • • I - /_ . s. .,• • , 14-.".' ..1: , •• \ 7 * . i ; • ERIF 3/4" MDF I f : .10 -.- .•. . - . ING-5 h , . •.4 WOOD PANELING WV-I • • �. 5/8" .4 HORIZONTAL GRAIN .. 0 DOUG MOGKETT DP3 X r f' • IN-5 CUSTOM LENGTH _ / •� _''►",r" I (FIE VERIFY) ! 1/4" PANEL CLEAT Lb. ► d- ! E WV-I r / � ' 5O ID BAGKING illell.4 • ••' . — - • WV-I ON CLIPS '• .. ' \ - OF 0 T-5 j 2x4 F.T. WD. Ø • SATIN ALUM \ ■ \ N. •• • • _ GONT. BACKING.• BACKER \ oi , (KERLITE) ' (STRAP OR F.T. \\\,. '-: ' . .-., , IND) 4 411 MTL 1 _ • • - _ , •. • . •. • • . . • .. : . .... wi STUD (E) / = 4 I WV-I ON I" P.B. - ! ! ! ` ' • • .• B G ING _. . . •' • HORIZONTAL ' = WG-3 WITH MTL GONT. BAGKING. (STRAP DR N Z EDGE (STRAP OR F.T. �� F.T.FT ) GRAIN WD _��____ . . .I - _ • •. (FABRIGTRAK j ; WD) j (FABRIGTRAK WG-5 OR WG-6 318 �" Tb N •1IPICE2TG'ES - ' ' • .'' ...'• • .. • `' • • • • • SYSTEM) l SYSTEM) I I F . •▪ ' (CONT. ROLL) , I W-3 SEE PLANS ♦��E�► 1�� ♦ 41116. AI. ■ AIL ARIL . . Aba. A■ AL AIL ■ AA, \ ,,,.. • .1 \ ` . ' % PECK TILE DTL END WALL WD BASE PANELING WALL COV DTL. 02 WALL COV. DTL. 01 WALL COV HD & JAMB WALL COV. HD DTL S M I L E Y 6 5 4 3 2 1 ETTLI N A5.4 1' _ 1,_o ti A5.4 1' = I'-O" A5.4 1' _ 1,_o„ A5.4 1' _ 1,_0„ A5.4 I I _ 1,_0„ A5.4 I. ` 1,_O„ architects \ ! ` . ,� T-2 GAPS THE VERT. N ••. - TOP ---- - ---J , ---_ SG STRIP AT• •• - - - L R › 4412 SW CORBEfT AVE. '• • • \E T-2 1/16"H x 1/I6"D x 6" LONG X PORTLAND,OREGON 97201 • _ ��:� it P1lE: 248-9170 \ _ I! 141 ( - \ SATIN ALUMINUM LINER TILE X •• . T-5 (KERLITE) F II(E) BRICK BEYOND ( I i .. ' _ - \ FAX(503)2484223 TRANSOM WINDOW ti,,Ail _ __ _ _ NL r'" . .. WV-I ON CLIPS li \ -- -- - - - ,,, 2x BLOCKING i • , • , -- - ---- INSTALL PRIOR TD .� STOREFRONT 1 'I� • . FLOOR TILE T-3 ' H 1 I ; �. TRANSOM .� L „F 1 6 A TILE AT /- / THICK . r 1 T- GL SS + 14" X 1 NEW STOREFRONT " ' . 24"Wx4"H --- _ 5/8 F.T. PLYWOOD 1 '- ', • �' . • a �'''�� 1 .. 7 GU TO 2 / DOOR - i I' bi _. ._ \ . • T- T 12" GLASS TILE A- SGHLUTER QUADREG 1/4" 060AE FLUSH EPDXY GROUT \ WIDE STRIPS ABO L- BEYOND � -\— SATIN ANODIZED ALUMINUM Ell/Q6OAE SE EDGES I I T . • . T-5 KERLITE (I/8" THICK) T-3 ' � ) (I 8 INSTALL ON WALL BEFORE \ • , FLOORING INSTALLS NW 1 CD INTERIOR I 't!I ( I WV-I ON I" P.B. qr : I,., EXTERIOR kri ! T-3 FLOOR TILE INSTALLS AFTER T-5 II \ `` WALL TILE AND COVERS BOTTOM EDGE ' C OF WALL TILE �t- �\; I li 7/ �E 2x4 F.T. WD. / ■ • • ; �\ �� _ `��I� ��! 1!MR�� .� BACKER I!� i P 4- L TRANSOMWINDOW L / A 14 a) A5.4 3" = r_o" REVEAL WD PAN E LI NC TILE DTL. WALL BA E 12 WAINSCOT CORNER S TILE DTL MTL CRNR 13 CUTOUT WD PANEL 9 8 7 0 >CD A5.4 I. _ 11_0„ A5.4 1 1/2" = 1'_O" A5.4 I. _ 1,_0„ A5.4 1, _ 1,_0„ CO < M C° tV CO Nar BACK LAYER: I/2" GLR. -�-+ �" INTERIOR AGRYLIG W/ DUSTED EXTERIOR _ 1 �- cv CRYSTAL FACE FILM I" 115'2 Ri" �� \ \ Ct ' II SLIDER DOOR j ... � + MIRRORED BACK FILM , I 1 0 --GUARDRAIL ♦ ♦ ♦ FRONT LAYER: I/2" I �/ in 55 FLASHING PAN BEYOND �` GLR. AGRYLIG ON 1 \ (/) E BEYOND 3/8 STANDOFFS �! as J:• : STEEL PLATE �I , 1� \\\SLOPE MfN I/8" II - / �� FILL WITH GROUT 1 I 3/4 FIRE TREATED ` �� ( I` PER FT PLYWD. BLOCKING 1 -- 1 (E) BRICK VENEER CO I°' (E) FLOOR SLAB &"Li'� ' + - •d- /1': NOTES: _ (E) EXT. WALL -\ .. ��. ' '� ASSEMBLY � 22.0 / (E) $� ♦ ,� - \\:_zo T.O.S. m (' -'``� • WALL SCONCE REQUIRES REMOTE TRANSFORMER I N AN 1,.��::`=,'; ,.A:.,, -E _ u; , ; ACCESSIBLE AREA, VERIFY MAXIMUM DISTANCE ALLOWED W1TH � (E) BRICK LEDGER 55 FLASHING PAN :,:...>:... • ..., _ � ►''' \�'�'��_E�.E�Eri�_�E�� 251'-10 3I8" +/- (E) - - - - I ;f; _ ,4 i MANUFACTU RER SET N SEALANT - �7 _------- - $ \ / - m I 0 A • FLAME LOGO DESIGN TO BE APPROVED BY TVF$R PRIOR TO I \ � � � �r .� T.O.S. I�L r 1 i ►� ," BUILD ►BLUE SKIN I 1 "" r I NEW DECK \ \ / / _ . ' ,� \ ��.��.z_y • ��► © _ `, ;;; 14 VERIFY $ PROVIDE CLEARANCE TO REPLACE LIGHT BULBS I SLAB \ / t \ k ,�4 E - - \ / _ -tv ' , � ` : ;;' , / , FLAME LOGO DESIGN DEVELOPMENT, CONSTRUCTION $ `--� __„G 0 UT STUD CLIP AS . �' I \E \ \ \ - ma''`y' \>@ �' INSTALLATION BY ROSS MAHLER, SIGN WIZARDS (503)235-6g61 NE55AG RY \ `�, © . ► GUT BACK \ V / t �- _ ,r kit • LIGHT FIXTURE 15 BRUGK, SGOBO SCONCE II, MODEL IOD6QOGH IN ------ 0 '' E ► EXISTING BRICK \ / CHROME, INSTALLATION BY GENERAL CONTRACTOR $ t (E) STUD CLIP ' \ -- � - - AS NESSAGARY \ N�� m m I I r cv ELECTRICIAN. ! NEW STOREFRONT \ �I' \ ''` ( \ ±-' • CONTRACTOR TO MOUNT J-BOX FORWARD OF GYP BOARD 50 WINDOW ASSEMBLY Ct 3"x3"xI/8" WAS R ! \-_- E ♦ ♦ r TUBE STEEL - J \ -' 1 SCONCE GAN SIT FLUSH ON SURFACE OF WOOD PANELING AT 06 --AND NUT \ \ I COLUMN I �, WALL SCONCE ;I (E) BRICK BEYOND 4" LOBBY $ ON BACK-PAINTED GLASS AT BOARD ROOM. U. i { \ BEYOND METAL LETTERS 4 D I A. JUNCTION BOX ,° • PROVIDE SOLID BLOCKING 12" HIGH ABOVE J-BOX FOR MOUNTING 1/4" G.S. MB ® \ -- _ \. - SEE SPECS FOR SIZE, I/8 STANDOFFS. INTERIOR EXTERIOR 2'-0" D.G. \ TYPE 4 LOCATION 3 7/8 4 3/4" 3 7/8 GYP. BD. WALL \\ \ \ „ „ " 1 • STANDOFFS it CAPS TO BE AS MINIMAL AS POSSIBLE F- FINISHED WALL I • - I'-D 1/2" SURFACE - WOOD � FLAME LOGO PROVIDER TO SUPPLY SHOP DRAWINGS 4 • CONTRACTOR TO POKER UP I SCONCE FOR MOCKUP PANELING ON CLEATS ( THRESHOLD DTL DECK AND ON BACK-PAINTED TRANSOM WINDOW HDR ©THRESHOLD CUSTOM SCONCE GLASS AT BOARD RM. 15 16 3' _ 1,_0„ A5.4 3" _ 1,_0„ A5.4 1 1/2" = 1'--.0" 100% CONSTRUCTION DOCUMENTS ...\\ 3/4" MDF ' (E) STOREFRONT WOOD PANELING WV- _ DBL SQUARE BOX •. 0 DETAILS• • SYSTEM • WV I ON I P B - - - ' . - •. :::::- 2 6 6 - - - - e I I/2" PR BUTTS I,�``�• 4 XI/8 ALUM. PL GLR.ii 1 - - - = . ''' . �. ANODIZED FINISH_ PLD I c. " " rte_ L_ .>! • -- - \-\11 -•-- ALUM I I/2 X I/8 ,'2GM GS-I E ZGLIP - - CI_ -- CST �h' �r^� I Rv s!oNs REFR - i �h G 04/27/!0 5/8" GYP BOARD ZIII- . � -- A 100 D'S - - - SCREENED I MACE WG-! I \-- •• ME HO SHADE FABRIC I/4" GLASS GLUED TO 1/2" SUBSTRATE ( 5/8" GYP. BOARD _ ImilimilliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiirAilla I" BOX EXTENSION FOR LIGHT FIXTURE ' • / Z CLIP 1 I/2"XI I/2"XI/8 WELD .• LIGHT FIXTURE L 1 • WOOD PANELING WV-I , CRNS. GRIND SMOOTH. _ I I6" 2CM GS-I F.T. 2x6 BLOCKING II \, li,- - - - - - / 1/16 • I, - - SCREENED IMAGE WG-I / •. • . . MICROWAVE WV-I ON I P.B. 7 I- 314" MDF U CS-I PA NEL DTE. CS-I W 22 S P SH DTL. _ LOBBY SHADES WOOD PANELING WV-I 3/16 21 I�G FME TO V'V1/ 1 19 I M G F M E TO GSS 20 22 � W I A5.4 1' _ !Lou _ „ I II A5.4 I. . I,_QII A5.4 3» = 1'_o" A5.4 3„ _ 1,_0„ WD PANELING CRNR a A5.4 3 = 1....0" 18 to A5.4 I. = 1'-0" " a • , ro, I INTERIOR EXTERIOR ( UNISTRUT SUPPORT hi/ 3/8" 0 ,, ) ALUMINUM DOOR Cf) 1 7::: 11 ALL THRD. AND CLAMPS TO STRUGT. ABOVE , , EXIST. ININDOIN GONT. IND -.. -4,--- __________ TUBE STEEL BEYOND I ... _____,,,.._.„-- 55041.ifsiNiTIIm. PT-ELR • HAt60;. s. 40-H . 4 , --"" -------GUARDRAIL --- 1-' BAR GLNG. 1 r' SILL 55 FLASHING PAN BEYOND ex. GRID 7- - - I BACKDRAFT / / STRUCTURAL BEYOND I r.,:-: i AGOUST. GEILN6 4------ o , DAMPER 6 i 4 a. -..," 4. TILE t4t---, VERIFY 3/4" F.T. , ., INSIDE CLOSURE t‘i pornme, 1- _.4.00). 7\7' 5ET IN SEALANT SLOPE MIN 1/8" IMO 1 _ PLYIAID. 5HIM ) ,..■■ N, FILL INITH GROUT I PER. FT I,! (E) FLOOR SLAE3 ' -...11 252.0' +/- (E) 1 ARAKAINA 'SF211 I ..... /AS '44IIIIIIIIIIIIIIIIP" MINMSBIllaft_No. 1 ) 1.1■■•••----.--- ariumprorwmrd, ' I i G-METAL FLASHING 7 .,„,.. • OF 0 < T.0.5. 'C', :), 3/32" 55 WIRE , 7 \ _,,-- , i 55 FLASHING PAN Zo IN 41 IM11111- 41W -PAIIIIIIIkra- I 1/2" MIN. ROPE. 7 ' / / i •._ _-- 1 I ---Thrg....____ DRIP EDGE FLASING SETJN SEALANT in :1111.11.1V11111/4■111M11111111110110111111.1110111111■11116.1.=:411■18•1111■ 2511-10 3/8" +/- (E) 0 If. 1 ........................-J , L - jg......-....—....=I R. , _ _ Ad I dor ivy T.0.5. t iik A.,/ 1/2" TEMSP. GLASS / / / / , •..,4'4 , • -/ il , / 0 -----iiiii---11111P1 WI 11111— L= SHELVES 7 , / ,, BASE TRIM 0 ( ii --------- ,, .„ / „, / „„/ / \ 1 WOOD 1 ' FLASHING BLUE SKIN 1 ' E416.• ‘ 11""‘„, — 111111 > ....,_______----- NEIN DECK SLAB ' ' / /' / _----- / / ,/ >---------__ 1 1 PANELING BEYOND 1 11111•11111111, ARAKAINA — -.. IAIV-I BAGKDRAFT GUT STUD GLIP AS/ -‹7 Nil _ _ _ c• GUT BAGK 15F355R1 1.111111111111111111111111 ti ->--<-',/ I ' DAMPER , NESSAGARY 4i ... b. EXISTING E3RICK ARAKAIA1A r \ is 5/8" GYP. I3D. 4"x6" T.5. PER STRUCTURAL EXIST. BRICK (E) STUD GLIP NOM -111WWillellah, - _ AS NESSAGARY k- 1 '5F23G' 3/4" 0 HOLE IN , ) li EXIST. NALL 7 ill ■A ""111----..-"----"..---- ---- TUBE STEEL 0 , E3EYOND 3"x3"x1/8" INASVER 'TUBE STEEL 11'11 DECK. Adillirir 1 ____-/-- ,--- ---_, BOX RII3 MTL. AND NUT hil. \\\\\ ,, 1 COLUMN • - — 4--- 4'.. ' -' 1/4" EXPANSION r\ \ \ \ I ASSEMBLY SIDING ----,,,,,__ BEYOND 1/4" G5. MI3 @ ' 21-0" 0.G. \ \ PEMKO RAMP I ‘.,, \ 5A/3A , 4 SUSP. GLASS DISPLAY 3 WD SILL @ WV-1 (7 GEN. DAMPER JAMB 1 GEN. DAMPER HEAD PECK SMILEY 5 DOOR THRESHOLD © DECK 02 A5.5 3" = 11-0" A5.5 3" = l'-0" A5-5 3" = r-0" A5.5 3" = 1'-0" ETTLIN A5-5 3" = l'-0" architects A f-- ,, I EXIST. WINDOW / GONT. PTO IND SILL 4412 SW CORBETT A'VE. , h ,, , . i .„_ -., ON 3/4" F.T. SHIM CONT. 1/8" ALUM. FLAT BAR X 3-1/2" HIGH ;i- ...."------- TUBE STEEL Cldis 1 f3EYOND PORTLAND,OREGON 97201 PHONE:(503)248-9170 . FAX (503)248-0223 61116.1141Z10111111111■ANIMIL i a • •. •. , / IL rf .1(4 cc___1 Wing1141 1.111,Zc-TJ_""rnam" PRESIP 1 -... Nrcy J 30" oi,_ , . , i... .FF. , II. , , BACKDRAFT DAMPER PAPER TOWEL DISPENSER . . / ,, /,' // / / // / \ -/- ,-------__ ) 1 : 77 , AND WASTE REGEPTAGLE , G-METAL L.. I FLASING // /// '`, .. .... . ,.., ,7,/,, / / ,,/ / , , 7 --___ ____,_,/,.., I it L ....., WOOD SPACER PAINT. *- . • ., -----------__ _.--'' EXI5T. MALL INSIDE CLOSURE ..,-- ..-- ASSEMBLY ) 5ET IN SEALANT a) • . ._ , , .. ---- --_ (...) . • - .„_____ , 4"X6" T.S. PER l' (i) -„__::..---<, f MATGH TILE DEPTH . .. - ; „-- , STRUCTURAL OF TILE BELOIAI C - . O. ,. BOX RIB MTL. 0 . . , • . , . l'/// / //// /11 [ I' A SIDING .417-0- . 11 ... /1/7: / /// - (f7 ''------------1:_----- i) CZ L.- 7 P.LAM. COUNTER © SILL C)GEN. DAMPER SILL a) ..1.• 8 WD SPACER © P.T.D. 3" = 11-0" A5.5 3" = 1P-0" 0 > CO < cf) A5.5 li = l'-0" Cnfil - - C' .0 C i l C Cs a) D 0 CIE:1 cf.) P. 7.3 cu c Lo cn ca di" R- C) . E E 0 0 ct 05 u_ > F- 100% CONSTRUCTION DOCUMENTS DETAILS .RO,EC' CkiECKED —OE D4-"E c412- REY'S 0\5 A 100% GD'5 - 04/77/10 4 E LL, ■ A5 . 5 cow a. E. cv *ftA.m O. Ern..*: -*'' T (1) k,......:_ , „. :::,,. . ,...2. I KEYNOTES THIS DETAIL 10 T AU A5.2 7 ....w. A5.1 0 REFRIGERATOR - SEE 5PEG'5 t . , . , (--;• WALL OVEN AND MICROWAVE OVENS - 0 t 7-1--- . , , STAINLESS STEEL MAW, I ' . .,,,i' I I I • `.} SEE SPECS. ii__ ______ _I- • _ _ I A- I 1 CANOPY ABOVE = 0 I 11 0 1 =-C1, **‘; rn 0 DISHWASHER. - SEE SPEC'S. ----1 -1..... mi.-. -II 2.:_ _.7 F \., L OF (3'.:' ..4 \ , 19 L., _ _ ,:;i-O ® SINK - SEE SPECS. $: • Z? I A .--.?i Ci) - i--, I A8.1 ::::• :: - 0\\ ff) 0 - . _.. : NI Cli) :!!!:ii._ I 1!:::::::::::: (:"') GAS GOOKTOP 1^1/ RANGE HOOD ABOVE Vri - SEE SPECS. ..- =i- I 111 (3) Ea. 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TOILETS 1 ENLARGED LOCKER ROOM PLAN - (E) TOILETS oes u. iiii A6.1 1/4- . r_cy A6.1 1/4" = 1,....0” A6.1 1/4" = P_O" A6.1 1/4- = 1'.._0" '- WAINSCOT(TYP.o 5IDE WALL -CERAMIC TILE OR FRP WAINSCOT -WHERE APPLICABLE) FOR (TYP.o SIDE WALL-WHERE WAINSCOT MATERIAL REFER AppLIGABLE) WAINSCOT TO TOP RAIL ___ 6" --I i TO INTERIOR ELEVATION MATCH WIDTH OF BASIN , , fl At,4"MAX. PROVIDE / _.i ._.i \ . . , , , BLOCKING AS 100% CONSTRUCTION a: , , D *360 < < , , (.3-1 A ..., ir _________ 4 : 4, , . ti- ......„... 11- : : 5, --,,,-- Roo. 12' ( *42" , 12' *42" i:.:•: :5-- i it `. 1 :5 1 D 1 -v- 5555. .,..i ° DOCUMENTS . ,-- L_,____ i \ - , I ii -- -, ( ) 1 0 == - Sc- == ,-.''Y'..]•-::'„,:-, in ir - Ikt- ir $ ri---------1-1 7-4 = . . ________ I 7: ME \ c4 c 3 cp b cp __ 1 . _ ____ _ , ,///-4,1 _ 74.: v . @------------- .. - ----- , . l'' ' ic-1 .• c----------------o) P.- < I- .1 7 0 - 'a, 0 '0 :,.•-•-......f, , ti:'. ., -, _ 1 : CO fil - - --- - -IEn b co cr- 3 cl Eii ...9 ENLARGED ,:. . ..„,,. :,....: . .. . . . .. . , „ . 1 ••, ..... ,,,.‘ „... :• ,.. ' i---- 149 ? •''* Li_ il:i e . . . . . . . cc , ii . . , 1 N . e 11/ - ',. //,1, ,, <____:J 1 b. //- FLOOR PLANS ........ ..-,-- . N.,..._...,,_ . . N .I, 4136,« ! T/S1 496. ,T/S2 PROJEC-: 2SØ WC URINAL GB36 SPT TT TSC CH TH DF EDF FEC : SD MR ! 1 MBH MBH TLT PARTITION WR ' SP T/WR BCS ' SN/TV.55555 55555 GB42 ! T/S/SN1 GB42 T/s/sN 2 R4,NI: Nj SPECIAL NOTES: C:klECKEG, ,-CE 1 CATE 04/27/10 SD LIQUID SOAP DISPENSER CG CORNER GUARD FULL TB TOIA1EL BAR FM FRAMED MIRROR T/51 TOILET TISSUE 0I5P. / T/5/5N1 TOILET TISSUE DISP. /SEAT ' PROVIDE BLOCKING FOR ALL TOILET ADA CLR. FLR. TURNING RADIUS SPACES RQMNTS. REV 510N5, HEIGHT SEAT COVER DISPENSER COVER DISPENSER/ ACCESSORIES. .. i GB36 GRAB BAR,36" LONG FD FLOOR DRAIN MR FRAMLESS MIRROR SANITARY NAPKIN REGEPT. , -- -- -- r i A 00% cos - 04/21/10 9 S T SURFACE MOUNTED PAPER MBH SURFACE MOUNTED UTILITY T/52 TOILET TISSUE [ASP. / T/5/5N 2 TOILET TISSUE DISP. /SEAT ! F.0.1.0 FURNISHED BY OWNER/ / ,,, p - - ---1 , GB42 GRAI3 BAR,42" LONE PTD TOWEL DISPENSER WR WASTE RECEPTACLE SHELF 11/MOP/BROOM SEAT COVER DISPENSER COVER DISPENSER/ INSTALLED BY OWNER - CONTR. / , , I TO COORDINATE I \ I -J--. z? S) TT TOILET TISSUE DISP. - NON 0 HOLDERS $ HOOKS -TIA10 SIDED SANITARY NAPKIN REGEPT - 9 I -4- TH TOWEL HOOK DF DRINKIN4 .•P NTAIN - (PROVIDE o MOP SINK) COMPARTMENTS TWO SIDED COMPARTMENTS. ; F.O.I.C. FURNISHED BY OIANER/ CONTROLLED DELIVERY \ / I 4 1YFE HIGH- ),i 9 FEC FIRE EXTINGUISHER 4 CH GOAT HOOK (MOUNTED co ,\0 SCR SHOWER CURTAIN $ ROD SPT/WR PAPER TOW INSTALLED BY CONTRACTOR N. 5,, EL DISPENSER/ SN/TV RECESSED NAPKIN/ _ __ _ _I L i ....\ CABINET CENTER OF DOOR PARTITION EDF ELEC1R14INKING WASTE RECEPTACLE TAMPON VENDORS WHERE NO DESIGNATION IS SHOWN ITEMS 1, 21-6.° ,, Jr 3'-Ou 4, 2'-O' BCS BABY CHANGING STATION NG SIDE UNLESS SHOWN FOLIti - HIGH LOW TSC TOILET SEAT COVER ARE TO BE FURNISHED BY CONTRACTOR ,1 E- 1 '! DISPENSER * DIMS. NOTED vi/AN ASTERISK SHALL BE VERIFIED 4 ADA/5TM ACCORDING TO LOCATION 4 ACCESSIBILITY CONFORMANCE (RECESSED WO) OTHERIAIISE ON PLANS TI' i AND INSTALLED By CONTRACTOR 11 1---Lu PROVIDE BACKING FOR ALL ACCESSORIES - TYP (r. G.) 5 TOILET ACCESSORY LEGEND AND MOUNTING HEIGHTS G1. A6 . 1 c, < 8 SEE INTERIOR ELEVATIONS FOR MORE INFORMATION C DU i 0_ A6.1 1/4" = r-o" c., 0 - \ ' 14:1t6:- _, ? (-1) 0 51) N 20'-1" 5-5 I/2" 4'4" 16-3 I/2" 4'-II" 51-51/2" 11'-3 1/2" I r - . 4.-..".4r il -lo" PORTLAND, c- i -,4, ,• ,••••••••••• •••••••• ::::::::::::„.„:::::::::::::::,,,,„::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::::::•:,::::::::::::::::„ ::,:: .:: : :, ::::::::::.:,:::::::::::::::::::::: ...„„______14.•••••••i•::. 2! ...t---. . :: -------)....a,.. , :.. ../ OF 0 03) --Sr /1111k A8 2 , ... .,1. :.•.: ... ,.. ... ... „: .. ;:,:, --.... mi : - :7) . I , 7 ... 1 : : ,,,,::,: : .. 1 : ,' ' rf) if 1 EQ. 1 EQ. 1, el, EQ. ji, EQ. 41, F.O.C. . fe MINIM 11111•11111111 MIMI MIMS 1111=111111111 IMINIIIIIII 111•11•11111 1111111MI MN, 1 .., .. 1 SECURE -. / 1 Ili) .. , . •.: I , : 1 EilirTi) 0 TIT. 0 1 J co_ STORAGE 1 I I , . . 1 , ,_____ 216 L____J J :S) -i-N1 ::. .-.-..._--- . .,_____ :::%•• —1— GO____ • (13) i I \ _ 1 7,,, , c„,,, ---9 , ,:, , a, 1 — C-t) li I I I) ___ ID .. .. ___ — ......-.1- PECK I -4-1 I OPERABLE OPERABLE 1 : ii ......,• 1 PARTITION 9 BOARD RM. / ::::: PARTITION ON Z? SMILEY I MULTI-PURP. ...„.._ 0 A --- -------- .. I 11 _..... I', 9 oPERABLE 9 h ZO :: :::: .. :: - ETTLIN 'ROOM (F 0 C.) II AL ' 5 A7.3 I TV PARTITION NW I i' 1 1 , KEYNOTES THIS DETAIL architects rn i : III MIEII) . a PARTITION ( 1 I 41 0 1111 I 215 :ell um 0 FLOOR POWER/DATA JUNCTION BOX LOCATION. COORDINATE FINAL LOCATION WITH OWNER. SEE ELECT. 4412 SW CORBETT AVE. I 1 ow b , , 0 ...,_ .. .... ::,:g .. ,3\ . ii \ 1 ,,, ,,, -.6- , BOARD RM. PORTLAND,ORNON 97201 1 FURNITURE , I = I I) I ( 0 , \ .:: ;9 • 1 Zi) CD AN CONTROLS FLOOR JUNCTION BOX. ROME:003)248-9170 STORAGE COORDINATE FINAL LOGATI ON IN I TH FAX (508)248-0=3 I \ 0 4, 0.: , : I 1 217 ... FURNITURE REQUIREMENTS AND OWNER. I I=4= SEE AN SHEETS. ,..:,• 1/ _ 0 1 au th E E3 i - , .. 1// I 11 .. II i''r zi I (1 1 0 .•:.,, :•:::' ,Ir :.•• ti. =0 iy 1 , , , k , .••...••.. NIP 1111/ C.:4:sri J ,' L__J L_J :: .... IIIIIIIIIIIII 11111111111111 MEM MUNN MOO I I .. .•': .:.: ''' ' ' Zzi?e ..---..--.- i ' ZZ= ). ."'"------- '.............* : .. 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OD AEI 1: is , - SEE STUGT. :: : : :: ........................ FO ,.5.4 11 i : . . . TO 1 ____ - :: : - : :: - ■ : : I II 1 1 : . : D : : Z.C) . KS47:91, I'''::!'''''l ‘ ye:w. (1) 100% CONSTRUCTION I I I 3 ,:' :,,SLOPE -----''-'"'H :1 :' ,,' : ,' ,' : ..4- .41---- — DOCUMENTS . .. . • . . . • ,;..............,......:....:,.....,....... _,..............--am -; z,mEvmnm_-...mmq ...mPmteetmA ""k) 1' 10I-0" — r IP...! ::,,, 1 Iii „,,,,, ,........ s , . ,, . .1 au ENLARGED ....„ :1 -..... FLOOR PLANS APROJEC-: 2a10 (DADD ALT. 1 SECTION 2 ADD ALT. 1 BALCONY PLAN DRAILIJN: NI,) CHECKED: OE A6.2 1/4" = 1'-0" A6.2 1/4" = V-0" 4TE: 04/1/10 REVISFONE, A 100% CD'S - 04/21/10 Cl, ,- A6 • 2 . w , . . ce < w en a. o ;5 hi (i) \ ACOUSTIC WALL AGOUSTIG WALL RELITE IN ALUM. FRAME AGOUSTIG WALL PANEL(5) PANEL(S) PANELS) RECITE IN ALUM. FRAME•EQUIP. 1.4 �, ;,• AGGE55" A5.2 DOOR ,-\ - - • - BEYOND - / \ / \\ - 0. .. rit . . \ - - WG-2 WG-2 WG-2 WG-2 WG-2 WG-2 r WG-2 = WG-2 9 \ WG-2 WG-2 WG-2 WG-2 WG-2 • WG-2 WG-2 \ / �� ,'�..y. �/ A8.3 \, _ // // \ , O 14 . • . A8 1 - , J - --- - 1 6 / - - �- - SIM. . , \ OF 0 =3 - - A8.2 / •V I II II II I I �- / \ \ /•,- - � ,. -III II I' ' , _ r• / . 'I II I' / / \ /• •• Ij m / / v - v • i II - WEST BASE SOUTH EAST SOUTH NORTH WEST (2) AN EQUIP. RACKS MEDIASTUDIO - 123 1 0 CONTROLROOM - 12 i 2 A7.1 A7.1 1/4" = 1'-0" 1/4" = 1'-0" OVERHEAD LADDER RAGK - SEE ELEGTRIGAL OVERHEAD LADDER RAGK OVERHEAD LADDER RACK " - SEE ELECTRICAL SERVER GABINET(5) SERVER C BINET(S l -I. � E . r I 1 - 5EE ELECTRICAL SEE ELECTRICAL • - - - - - -. I PECK � WITH- 11 _✓ SERVER CABINET I•. . . I . . \ J j • s ' VERTICAL EXHAUST DUCT . . • •A8.1 TOOL PEGBOARD ••• / `• . • . AND INTERNAL GABLE SMILE Y•51M. . \ MANAGEMENT - SEE • • I j ELECTRICAL E T T L I N •.•• • J architects .•. • 2 \ r-• ••A •1•' - SIM. j j \ • I_ CRAC UNIT CRAC UNIT . ': -•KNEE SPACE , • t \ / • 3. . 4 L BASE . BASE _ - BASE �- - - - - - �_ - - - -- - \ _ - - -- - - = - - 4412 SW CORBEIT AVE. r .-. PORTLAND,CMEGON 97201 . :{ I 1'-b" ACCESS FLOOR I I I'-b" ACCESS FLOOR 1 1 m I'-b" ACCESS FLOOR GONGRETE SHEAR WALL PHONE: ?A8�9170 SOUTH -' '- -J FAX:('503)2484223 NORTH SOUTH EAST MEDIA STO2A . 124 3 SERVER ROOM - 102 1 A7.1 A7.1 1/4" = 1,_0„ 1/4" = 1'-0" CONT. TASK HD BD. - GONT. TASK•LIGHTING DIVIDERS LIGHTING • L. . -,. .\ - . / . . - • L 12 19 Q�altilk •12 A8:1 ii.uiiii• 1 \ / / /\\ /\ - '-r - \ / /\ \ \ \ r / \ / \ / \ i a) 0, / / \ / \ li // \ - / - + - • PE - - � � PEN \ j t -0-.---,t oo /\-0-0--- 7\ oo /• - u •F.. . . \ V x (2) LOCKING - •• - •\/ A8.2 SUPPORT \Y/ C . /\ /III /I I\ iI I\ /I I\ Q BRACKET . / , 3 DWR'S/GAB'S / \ --- -� \• L i ` 12 •/ % \ / \ / �\ / I I I I I I / I I / \ i / I I �. \ .i► . o ao 00 00 oo / L..• X x x / \ h)�� OPEN - \ i• \ -., tea- J / = • �,,.,/ �� ', _ ` _.` ■ I NORTH WEST BASE- ' SOUTH POWER/DATA EAST NORTH AGGESS PANEL (IN MENS WEST BASE-- " SOUTH 5EE ELECT. LOCKER 104 ONLY) 0 > 105 M wORK 119 D LOCKER ROOM 0 4 & co <4 5 -1tli = N A7.1 1/4" = r-0" A7.,1 1/4" = 1'-0" - WATERLINE FOR me -i--+ (NI hwA I 18 GOFFEMAKER C)• PAPER TOWEL DISPENSER $ SEE PLUMBING (f) r'`' Ce i (2) ROBE HOOKS A5.3 WASTE REGEPTAGLE - -. • 12 . Q ,R 5 As.1 •A5.3 / LT• F I XT. 5EE /\ CURTAIN ROD /\ ______,,,/ . . / . ELECT. \ / \ \ 71.3 Cin 1.3 \-...1=- ' E A5.5' -- •MIRROR. \ \� 8 CZ ADA BENCH• / - - 5D \ • 1 1 T-6 ; • T-b T-b • = T_6 \ - A8.1 \ % N / A8.1 CO �t _ b T-b T:26 T b -0 T2 ` I- T_2 ADA TEMP T-2 . T-2. _1 . --- - T-2 T-2 4-•-1-1/. -. 3 ® SHOWER _ GLASS = - A8.2 -- _��flil 'd' d' %. __- �� A5.3 __ SHOWER' j III _ 1i1 �i I _ - --- -----� - - - - .i_ .._ E DOOR' \ �tEF. �� T-5 m --- , \ T 5 T-5 T-5 _� T-5 _� T-5 O T-5 -� T-5 �.� PUL E �.\ m-- - E � i� °�' 'v -' NORTH NORTH WEST FLUSH SHOWER SO 40„x40" TYP. EAST NORTH WEST TYP. SOUTH ' EAST 0 - - 106 WALL TILE A84 8 IT COFFEE e 0 ST-[OWER 6 (109 SIM.) TOILET - 10? A5.4 7 (108 SIM.) A7.1 Et A7.1 1/4 = 1 -0 1/4" = 1'-0" - 55" FLATPANEL TV A7.1 1/4“ = 1'-0" 0 -PR.V • _ BL•G ING 1 ', .E. 4, 4'-S" k E.Q. A5,4 E.G. E.G..- 'E.G. E.Q. E.Q. E.G.. E.Q. E.Q. E.Q.� F-1- . _ �.... -__-_- _ _-.____-___--__._•\ _____,, ,- a. ..,.. iwa.-:::_--i-,v-- -1 __--_--. ,/, 0 ... . : . . .. 4 • . 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DOCUMENTS .................................................. ......................... ................................................. a�"I'lii"-"P"'T-- -- Zy- -.-....--.....'...'.....E.F.::::::::::::::::::::::::::::::.:::::::::::X.:::::::::::::::::::.:::4::::::::::::::::*:::::::::::::::*:':::::::::::::::::::::::::::::::::::::::::::%::::::::::::::::::::::::F1 •• ".* ** '-' '''' ' ''. .._._. .._ ____ ..... ,,..... ------------ --• ---- - ---, - FIRST FUMR :.:6F�{•:,•.•,•,::,•.,•.•GF.,f:::...•,•: :.•GI":.I:.,•...:•:•::•:•GF,(::•:•:•:.•,•::.•,•6E,I:•:•:::....::GI 77I::.... :GI'.1 •::6F..{:::::::::::::::::::::6"..k.:::. ::•::.::•::.: ..{�:"•:.,.... :•::�:::�::• -:•I•::::.•i. .:, 'I~.•I::::: - m - _ � _____ ______ m INTERIOR .... . . . . .... / -- .. ___.- __. \ - W__.._- _-_-- - _ ______ __ -N NN i; ._� .- �OUTH TEMPERED GLASS WITH NORTH CUTOUT FOR 1V �P' WEST TEMPERED GLASS WITH EAST ELEVATIONS GLAZING FILM WALL BRACKET 5 GLAZING FILM 9 CONFERENCE - 116 A5.4R°jE°T: DRAIN: DL A?■ A5,2 1 1/4" = 1'_0" 14 55" FLATPANEL TV CUTOUT FOR TV CHECKED: ''r'' RELITE IN ALUM. FRAME -PROVIDE BLOCKING WALL BRACKET • , •' • PM*J - DATE: 04/2-/•. MOP •• - ®�© HOLDER RE r si°Ns:, • . .. . • .• •/ , •• = d- • r E.Q. E.Q. E.Q. E t' ;•Q. E.G. E.Q. E.Q. ' = FRP FRP / \ 1009 CD'S - 04/21/10 4.. ,. • ' . : :: : . - \ F • \ % - SINK za-\O 51NK 5EE PLUMBING \ / . 'n T-4 u) o 111111 1 _ 111 iI JlL . / _ NORTH EAST U BASE-� NORTH \ BASE-" WEST WALL MOUNTED MIRRORS EAST • w ce 10 EXERCISE - 103 ,Ambi( JANITOR - 11O D a A7.1 /4 = ° A7.1 1/4" = 1 -0 �- 1 ,. 1,_0„ O - HARD BD. - GONT. TASK GONT. TASK DIVIDERS LIGHTING LIGHTING ' • b ' , 5 (12 l'". '4 •A8.1 • A8.1 -,- -�- \ : / _ HAMS O. dr 17 \I t \- _ 7\ 7', / %`, / /�� /� /\ /�, / --- - - = C\ ,1 , \_, 7,, \/ 7\ \_,/ ./\ , ,.. \ ,\, ,\ x .- 1\ •T-1 : / \ \ \ \ / / /z\--1,,,- ±.. _ ±x 7 ' 1.4' 4). ,..--.40, r._- ± 1 " 7 , . . ,, \ / / ' cunt . - it-4 _ 1 t" / - 1\ , / : \ „ i SUPPORT \ 11 / -_l\ 11 ' - OPEN \ / \ I I / \ II / \ II,/ II / \II / \ II, , \I •. \ PEi� _ - 1 20 i A8.2 A82 - 1 •�( , t it / \ _ - - _ _ - - - - - - - - --- - - _ // r i . \ - i I 1 i I 1 r it v. / f f I f 1 fl fl f - i \ - r T . i x > - < x x; x / - . . : - - - PLOTTER . i 1 \ N r r r -.- - -; -POWER/DATA NORTH WEST SOUTH EAST - _ T / - NORTH WEST SOUTH EAST WORK ROOM - 224 PLOTTER - 227 9 1 2 A7 2 1/4" = 1'-0" A72 1/4" = 1'_p" . I i IL .� . WATERLINE FOR • • . . • . 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Ill i �. i i -\ i \ i r \ / / \ .+ r 1 (Ii NORTH WEST RETURN END SOUTH EAST NORTH WEST SOUTH EAST INTERIOR PANEL TO WALL e 7 WORK ROOM-205 9 QUIET ROOM - 225 ELELVATIONS , A7.2 1/4" = 1,_0" A7.2 1/4" = 1'_0" F QJEC-: 2a'0 DRa,LN: ��-�']� SISTER F.T. 2x4 FULL SISTER F.T. 2x4 FULL HT. ® 32" D.G. HT. @ 32" D.G. MOP HOLDER 18 PAPER TOWEL DISPENSER LT. FIXT. 5EE A5 3 �ESKED �O . WASTE RECEPTACLE ELECT. :/:ONS ADJ. PL AS. LAM.. • ADJ. PLAS. LAM..SHELVES: SHELVES ti/: MIRROR : - I - - . �' - - ----- -- - - •: • PTD \ - E P .. - - /' .T--62. 5D �- � 1009 GD'S - 04/27/1 O• RP T6 \ T-6 • T-6 T-2 12 • T-2 • • T 2 ' 51 M. - NO 4- SIM. 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ELEV• LOBBY - 350 QUIET Room - 331 WORK Room . 336 A FINANCE - 329 . • 4.) 0 > A7A 1/4" = r-O" A7A 1/4" = 1'_o" LA7.4 1/4" = r-o" A7.4 1/4" = r-o" , m(1) . . . ' - . . • _ • . . . .. . • • CNI . • • . . • • •1 2 • • • • (- 2 . . 1 • • . : . .. . • • . . . • . . 7 PTD: • . NW • • • ' NATERLINE FOR • . . . .. ., . . • •. , . - • •• . . . . . . . . . • • . . . . . •• • . • • - - • 5 '- -7)2---. •• • • . . • • • . • • . . . . . . . • . . • - . • • • . . . . . . 08.1 .. • . • A8.1. . • • • C Q 0) , " A8.1 HP BP • . • • • • . •, • COFFEE MAKER • A8.1. .• • • . , • • -. . • - . • . • . A8.1 • . • • . • • , •. . . . - • . • • . • .. - . . . • . . • . • MOP - • -SEE PLUMBING • • • - ' • . . • • • • • - . • .• • . . .• . • •• . • • • .. . • - . . . i- DIVIDERS • - . • ....- N... ce • • • • • / • • • .• \ • . . . . . . . HOLDER • •• / . . - - . . • . • • . . -..- . ■••■1111MIL ...■■••■• ■■■MM MAMMMMVP AIIMMMM. \ / ......' ....... "%Iwo. ■1111r,\'MI "MOP/ 1 \s. \ . 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I • 9 • •- -1,1' _ ii- 1,4_ iv-11 - .. ..\14-1- --_- ------ti- - \Lk 1,_)/__ __U.._ _ . . . . . \ / A8.1 \ / . . • - - - . 1 2 ' ' . . . \ / LL_ \I.J/ __.,t__ • • ir.....- "1:1 Cri ----•---...7....- --.....-- JONI .BRACKET- • \/ . . • . - 1 .A8.1 5IM -NO . . • • A8.1 . • . • • • 102 , (2) LOCKING .. . • C LO CD • . /.. 1 0 •9' 8 - --:-1 . ' .• .. . - . • . UPPERS /\ - , •• 771 • • . / . . . . - • • SERV1GE SERV1GE co .1- 1...... • . . . . A8.1 • F.. • - . . . . • .„1„...DIAIRS/GAE3'5 .. • • . • • • A8.1 A8.7,8:i 1 1 1 • . • • . , . • - 1 .. . . • . / . 2..-L-Rli■ 1 .1 . .. , . , L. , - - • OPEN ''''' -. r- - - - -- , . • • ; J i i■ t SINK - SEE ' • SINK - SEE / . L di ,/ \ ' . 1.1 . ..... •••. -... r // . _ 1 • . • . 1 j _ • . • . ,,i 71-1,,, _ -,,,, _------il • / \ MEI - MN 1 • .• • LI ,..- • . -1. - - - - - - - - - PLUMBING ••PLUMBING - 71 N.., - - 7 1 r--.,, . • z 11-,,, 1 ----„,, ,--- --,„ z- n ,...,, „AL., 74-1„..., --(t-, . • , ,. „ ,.. 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'7. , ,.. __.___ _.„... 1 _____ . _ ...___ __ikvir_.:_______. _. _.,_,_............ ,__ _Nv----:___*_."- ----.-.=------H-v4---- ---- - ------__---.: --------TAm-i- WM ______.- .........................• _______ ___ , • _ , hi.. - Ti- ----- _ _..- - 11111111.1111111111111111111111111111. 1.0 --- 1 -- - - --- NM latarilb.... iiiiii -_ I TEMPERED GLASS WITH SOUTH TEMPERED GLASS IAIITH EAST SOUTH _____ , __ __ . ....______ ______ __ __. _ --- ---- - . , ....... . • • i GLAZING FILM GLAZING FILM THIRD FLR. B-4 NO*• a •SE - ").11' NORTH B-4 WOOD BASE ,.. i 5T ...,1 1111III‘ SOUTH _._ .44 -- 5-4 WOOD BASE •N'' '--- 13-3 PAINTED HOOD BASE I,...i EAST 12 EXECUTIVE LOBBY - 301 A INTERIOR TENSIONED 55 WIRE ROPE DISPLAY , EXECUTIVE LIBRARY - 308 I SYSTEM 1A1/ TEMP. GLASS SHELVES. A7.4 1/4" = 1'-0" ELEVATIONS 0 A A7 1/4" = i'-o" FROJEC*: 2 F;0 DRALLN: DL REGESSED PROJECTOR SGREEN 1 _I CHECKED: . 4 h r : - ---------------- ----------------------------- ,. . • • . • . • . : I, .-- • E.Q. • • E.0: • .1,• : E.Q. 41,• ..- • . . . .• •. . • i: 71;s1V-4-' ----WI-4- - -- -NV 4 --WW4--- - • ---- -V64V----1 - - Ysisyz ---- -------AV-1 - ":al . .• .. . - • . . .. • . . . DATE I ' i' . • 1 1 • . . .. * * . d 1 . • . ------- ---- - _...m. -....-...._ ------- - . .. . . .• • . . • . . . * • • . . • . • - - • - EXIT SIGN.. REV SIONS: . . 1 . . _, . ' . • . . • . . . • . .• . .• . ' • . 7 --- , . . 'r- ii---..--- . . , . . - . • • . •. • . - • . , c , . . • .- .• . \ . . •, ......_ ....._ . . - • .. . • • • ' * . . - • • • 1 .. . .• • . • . . • . . . . • .. . . . . .. .. . ._....________ , .. ' 2:. . •--. .. . _ . . . • .. _ . • • .. .. r • . . • • • . .. .. , . . • . ' . . . . \ 1 1 . . . . • . , . . . . ___---__ • . • A 100% GDS - 04/21/10 . • 1 • . .• • - • . . • . . . . . . . . . . . • . . • . . . . . .1 . . - . . . .. , . .. . . . . . .. •• ..: . .1 ......:_...71-_-___ . . , . . . . . . • . . • • • . • , _. • . . . .. ' . : . . . . .. . . . • - \ . . • \ • . A5.4' • A5.4 , .. . . • . . -.. .. . , . . • • • • - - . -.• . . . - ____ ______ . • - • • • .• - - ' . . . .. • ......._ \ . • . . . . . . . . . , . . . • . . . . . . . .. . . . . . . - . . ----- . . -. . . , • . ----- . . -- _ •. • . • • • • . . - .. , • •• . .• . •:::::::::::::•:•:•:::•:•:•:;•:•:::::::::::::• - . .. . . . . - . . • . . . : .. • • • • . - .' V4G-3 . . . .• •n'IAIC-'3. : . . `• ING-,3 . •:1W:4- 1 \ ,„ . . . • , • VIG-3 " - . 2 .: . :. 1/4C73.• - .• • ::•:•:.:•:•:•:•:.:..::::::::::i::.:::::.:.:.: =AV:FA:: ., . - •1/40-3 • .. ING-5 • • 1 1 1 . . . . ..,, - . .. .......____ • 4 • . . ING,--3 • " • . ..- . . . • • . . • . , ' - .• • . . . . .. .. .. . . . . .. ::::::::::::,.......-..... . .• . • • I ---- .. - ... .• .. . • • •. . . . . . . PHOTO IMAGE \ . . . , • . • . .. . , .. .. .• . • • - .. - GF-2 6F-2 6F-2 6F-2 •:-:-:•:6F.:2-:•:•:.•'. - - - _ . . • . . ' . . A5.4 • • • • • • , ... . . . 11 i PL G- \ , . :. . .• • . . . • • • - •. :•: :•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:. -- . . .• 1 . - , , • . _ ' • . .... _ ' • i 1 •::::::::::::::::::::::::::::::::: :,.::::•::- _ - • -"' •_ ... ..... ... .... ____ 1 I____ • 1 --- __• . -- . _____ • • ' . (APPROX. ( ) ,s . • , . . - _____ - -- 1' --- INV-1- -- IAIV-1--- ------164V I ---- :-.:-.M/4----1 _- -- --- I 1 .. ___ ---- ___., ..r f31-0"x16'-0") . . . • .. - _ ........._ _ _ _.........._..... _ ...._ __.__ _____ _ __...._ _ - ----4 _____ _________ _______________ - ______.--..., ....____---*1-1:::_--------1. / . . _ _T---------.7-------11-----=717-------1-----=.....-=-----7-_-------- _L-----:.:.:.:.6p4.:.:.:.:..:.:.:.:6p4-:.-:•:•1.::::6E4:.iy:::::.6p1-:,:,:.:.:..:..........,6pLI••••• •••::: --------- ___ ______ _____________. .._. ..._______. ____ ....._ ______.._________ ______.._________.._______ ______....._ ._... ...____________._________ .__________ _ _______ _____. .._____. ____ _____ ______ _______ _ ___________ .______ ___ ______ ___. .---- _.._ / cf) _ _____ _„.._ ---- ---- ______ --- ___ _..._______....._______,. _ _.....______ ___ _... ______ _ ._ _____..._ ..._...... ----___--...-"- _.---.---.-1=---____-:-- -:.-4.____- --- -7. --- I.." _. .. . . . ... ____. _ -WI-4......- -- 14V-4--- -1W-4- ---IW--1 1"1--V-- -----it IAIVI---- .... - -I*7----T NTT- _ Nv-1--- ...:-..:::-.N.:- ,/ . • • ,. _ - -- / __... ........._ _______ ___......._ ....._,....,....____ ........_ _......______ _......._____ ,................_ 1(.3 __ ___ __...... ----- ____i'llii_. ----1.61V_______:..1---- ---- • ........__ .._..._ . 1•••• - , / . : . . •.. , - - - ---. -- - - ......■l,./ • TEMPERED GLASS WITH NORTH WEST SOUTH ----EAST A , c., ce GLAZING FILM A 7 . 4 w ._ 13 14 CONFERENCE Room - 302 ExEc. STAFF STAIR - 305 A . r CV 0 • A7.4 1/4- . 1'-O"-O" A7.4 1/4" = 1'-0" I • \..(1,11, 0 0 CD CID CO CD 41) ,.„,,,,,:. ,. 1, .;. _,.. - , .„•,,s, ,... ,• , :.,..,...,. , . 4,,..„,,,. . • •. . . . • ..E.O. E.O. E.O. ' E. .. i, Ea. , HAW O. • . :- 'it •• . • • • ir 14 I l r �. ' 1 N I• i ........................:................... ..................... j'. I' �s.y� GF-2 F2 .'41 „ ,..-.........-............., . OF 0' . .4...2: 6F-2 ,• ••2:'':: •• � I I, :i� �,,,,�'` ?� I ,,�! ?�y }?F s� �,��` O - GF 2 6F-2 GF GF-2 GF 2 GF 2 il, — y�' .......... ,....• . _ � ....,. .. .,. . .. . .. ....... r I � � i II ................. . . .... ... ...... .. .. _ _-�C o c • o N - - GF I G • GF I :n: GF • .... .Ti ▪....i... .T !4• ... .. R• .. ... .T .... ... IT 1''• ••GF I� 'G�'�'I'�'•' GF I GF 1 '�.%'F I .•.V 1. ¶:—.t !' � 'fi�F }• �G� I'� 'GF I' ::GEC}:.. •'�� a':'• :• }':•:•::•. :��' 1' •:GF�}:•. �' } �' 1'�'• �'C�� .. . . ... ..... .. . .... ... . . . . i - L — — -fir S rimmill.41.1.m. NORTH TEMPERED GLASS WITH WEST 1 EXECUTIVE STAFF - 305 GLAZING FILM A7.5 1/4" = 1'_o" CO 0 0 (11) (11) 0 . (III (111) • • PECK SMILEY - - - / \ \ ETTLI N . architects i •.ri. . •F �GF: GF 2 G 2 :•G�. :. :::•:.:.:.:.::::•:•::::.:•:.;.:.:•::::.:••::.:.:.:.:.:.: •"..,-......-"...........,:•-•.-.,.,..... .. ... .......................................... i . ... ................... ........ ................. • ::::•:' .• li ---.6F /r i AVE.4412 GORaE7T ...••:•:•:.:•:.:•:•:•:...,:•:•:•:.;:::::::::::::::::::.:.......:.:: .. SW........................: .... ...... ..... .......: ............ .................. ............. ........... .. ............................ .... ...... ........ ........ ... .., .. .... . .. . .. .... ... • :o • � .. ... .... ... �� -- -- � PORTLAND,OREGON 9?20 /_ " T . �; : '•.., :::.::::.: :.::::...: ;�1:::::: 6F-I 6F-I CGF IF I'''' }::. ;�::::: j::. GF. I:. \ PHONE. 248+9170 . . / \ \ . . FAX 80223 N SOUTH EAST 2 EXECUTIVE STAFF - 305 A7.5 1/4" = V-0" CO I ICI a) 1 /- ,-. 4—• , ,( / 1 .‘ \\ Io 0 SiD 4 • . 0 A5.2 /t\ • • // / \ ' 0 • - / \ •• • / \ -� 8 CO i' / / a) ♦ •A5.2 _ E • ............ . . . , // i \\,, roe o a , CL • oar CD n� • voYioo.aoca 0000• 0uP • • o . 0 >�/� V♦ NORTH ‹C CO NORTH CORRIDOR - 305 O.G. MAX. a) -1-• 3 E O C) A7.5 1/4" = 1,_0„ 0 r. W 4111 - O i CO • Ct3 1— :,:::::„.... . AIM ,: A5.2 / \ / ,� \OPEN % OPEN OPEN OPEN / 1 \ / 8 . / x . 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MAX. 0:5 4 LL A7.5 1/4" = 1'-0" REMOVE 4 REINSTALL PAPER > TOWEL DISPENSER/HASTE I.— RECEPTACLE NEW LIGHT FIXTURE . . • • �. � ' • 8 • A5.4 • • A5.5 • �i �� - NEW • • . 100% CONSTRUCTION• T-6 1 4 _ Tb MIRROR i T�b Tb . . 6181.2 T-2 T-2: . ::_ ♦ \. 1 - DOCUMENTS• •r GF-2 GF-2 :45..6a :▪ ' :.;: i : CAF- -GF-2 / Y: ................... ... .... ..... ... .. ............ .. ... • ....▪......444... ,,....,.,,. THIRD FLOOR•• ... ............ • o . o G 1 I \ :.: �::.:.:. SF-I 6F-I • ..OF:4• :;::: ::i: ::: �:::': ::� :-{:: : GF�I GF-I . . _ I ! ;. ,:,. N INTERIOR • — •,,,,,,,,,•. •,,,••,••••• ,,,,,,,,••••• •.••••• T-5 T-5 T-5 T-5 I T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 _ • �.. 6 I E _ m _ �; A5.4 l ELEVATIONS NEST SOUTH NORTH A NORTH B WEST SOUTH EAST NEW SOLID SURFACE TYP. PROJECT: 2F)10 F:'',0`` 8 5 HUMAN RESOURCES - 335 REMOVE 4 REINSTALL PAPER 6 WOMENS RESTROOM (E) - 342 A5.4 DRAu N: eH- <EO: ;s OE A7.5 1�4" - 1'-0" TOWEL DISPENSER/WASTE A7.5 1/4" = 1'-0" RECEPTACLE NEW LIGHT FIXTURE DATE: % °%'• : ' . REY'SIONS:• — 'l - A 100% CD'S - 04/21/10 . • 14 ' 9 ' A8.2 A5.4•. / . . . . - NEW T_6 ! T-6 • • T-6 MIRROR . T_2 / T_2• - ._2 • \ I T-5 T-5 \ T-5 T-5 T-5 T-5 _ _, 5 T-5 7fT-5 T-5 T-5 III - I T-5 w w \ E I A5.4 A7 • 5 EY NORTH TYP• WEST SOUTH NEW SOLID JRFACE EAST N 8 COUNTER °- 7 HENS RESTROOM (E) - 341 A5.4 N 0 A7.5 1/4" = 1'-0" REMOVE $ REINSTALL PAPER REMOVE $ REINSTALL PAPER TOWEL DISPENSER/WASTE TOWEL DISPENSER/WASTE W LIGHT FIXTURE RECEPTACLE RECEPTACLE NEW LIGHT FIXTURE 0. 4• • 9• •• L A5.4 ' _ - . . 14 8 9 HAM .• . y 4 9`A A5.5 • � ; A5.4• I fr _, f / A5.5 NEW 14 - NEW MUM, " T-6 MIRROR ' T-6 T-6 j: \ T-� T_6 T-6 A8. T-6 " MROR \T_2 T-2 T-2 •T_ _ • , ___ - _ ,- , , ...,, 1 .....1 , _ , -, . , , , , „ _ , __ •______ _ 0 C ID \. 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T-� • _• per ■u % /' I , ' I ..1,,,,,,r,...--....-4,7e..-- - c 3 r 1 I T-5 - T-5 _+ T-5 T-5 T-5 - I -0 / T- i �- - 4412 SW C ORBETT AVE. T-5 T-5 T-5 T5 T5 T5 T5 1 r I _ `. T-5 - r m 1 - T-5 T-5 T-5 T-5 T-5 T-5 T 5 T- T-5 T-5 T-5 T-5 _ / I 6 1 T 5 T 5 - m PGNICTLAN©,C�itEON 9T�U1 ' I T- ' A5.4 6 1 �r �I Et(503)248.9170 / � A5.4 �.. " u �, 1 �' _ 1 I FAX:(503)2 &0223 ,,n,NORTH NEW 40 x40 WALL WEST TIP. SOUTH NEW SOLID SURFACE -� EAST J NORTH A ioR B NEW �'O ID SURFACE NEST SOUTH TYP. 4D"x40" WALL TILE EAST TILE - SEE SPECS 8 COUNTER COUNTER 8 M (E) - 231 A5.4 WOMENS RESTROO� E - 229 3 MENS RESTROO 4 A5.4 A7.6 1/4" = 1,_0" A7.6 1/4" = 1,_0„ 55" FLATPANEL -PROVIDE LOCKING S 4 E.G. . -8 x x - - a)___ __ ___ -W = __ - Y7= T=� WG-5 :INC-3. WG-3 _ _T _ �_ - . _ _� WG�3 - WC-3` -=W- -1-- - --+ . i2.' ..•..-•. .. .-.•• . :.. A5.4 3 A5.4 '•V.•i.G*-I\--A•3' 'L. :I). •.-* . • .__..L.T:II -tflti-..-,_.=1 -a____ --SIM. 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" `� ,t E.Q. y 4, E.Q. ,r_ cn C■1 a) .4-• A7.6 " 1 . --•- V-- - _- �.- . 14 . - - --------1 I 2 = O A5.4 CO A5 4 - - WG- -li - ---- -- . . . .. . . . . . . . � � WG� 3� WG 3"- V tCS 1 - fir � `: �-__� • • . , . ... co '41- in= _ _ _ _ ii - TYP:._= :::.:..:..:... ..............::. - --_-__'..1_" :1-______ ____ ____ _____ _____ ___ __. CUTOUT FOR TV PROVIDE FT NORTH WEST SOUTH EAST WALL BRACKET BLKING FOR TV I E 6 CON2 MD 1111 2 0 A7.6 1/4" = 1'-0" (..) ACOUSTIC WALL ACOUSTIC WALL Ct PANEL(5) PANEL(5) - . . OAS J . - \ / 12" - - • ' :12 6•. \ / . A8.1 . . - A8.1 " • (12 8.1 1 2 " . •. - >• �3 •� � •• -- - \ SIM. SIM. 51M. A8.1 • F.... • WG-2 WG-2 WG-2 WG-2 WG-2 WG-2 WG-2 WG-2 WG-2 / / N ! / N / \ / \ / \ i N. / I l N / N / \ / N / N // \ \ / N \ / / \ X \ II / \ II % \ Ili \ II / II ! \ II ; \ I I / /' NI \ II / \ II / / • / \ --ir U - • 720 • 2"1 20 '7.• • �"' - .� 1 �- k �I I.' _,I i \ \ /" __ - • - • / A8.3 I A8.3 A8.3 A8.3" 100% CONSTRUCTION•• N _ _ _ _ i I \ 6 DOCUMENTS• / \ - - REF A8.3 • THIRD FLOOR A; • EAST NORTH WEST SOUTH ,PUT.` r ` BEAST INTERIOR MEDIA SERVICES MANAGER - 126 IT SETUP - 118 ELEVATIONS 7 8 BOARD RM. STORAGE 214 12 A7.6 1/4" = 1'-O" • A7.6 1/4" = V-0" A7.6 = PROJECT': _2:50 1/4" 1'-0" ■ DRA,WN: DL. -0- -0--0--0-0-0-0---0-0-0- -40--0 0--0--4•-0--0--0 A . . ONEOKED: i-OE GOVT. BLOCKING . •• . GONT: BLOCKING. - : • COORDINATE W/ . COORDINATE 1AV " .- • . DATE: 02,7'2-10 0••NEW SHELVING NEW SHELVING - _-- _ .• (2) RECEPTACLES • • �j // : : REV SiONS:• •c� 54" A.F,F ABV. MTL. STORAGE RACK.' L 1005 CD'S - 04/21/10 •FRP 1NAINSGOT I _ ANCHOR TO•WALL, : : T. : ::Il. Tt1 _- 1 - - - 1 PHOTO IMAGE•• PHOTO IMAGE FRP WAINSCOT A8.3 A8.3 A8.1 / / PANEL WG-I L_ �" - PANEL WG-I ! � S � / 5I M. _- 1 ____- - (APPROX. (E)• -,� i I 1 = -1 ---- 6-O"x 13.-0") 8(AOPPRD en Q 1 \ J_�^ I FRP WAINSCOT ~LLI 6 F,,‘ \\ \ • / . • < N 7 X N , _:._ \\v - NEST a / ----tee , - - - - NORTH I r • _ _ _ _ _ _ _ _ _ _ .1.. -I/ .1, NI -4/ -I/ WEST SOUTH EAST a CO R DO - 2 CORRIDOR - 234 0 9 STORAGE RECEIVING 127 10 11 0 N A7.6 " '- „ A7.6 1/4" = 1'.._0" A ` 7.6 1/4" = 1,_0" o 1/4 = 1 0 I A t A n . 1 i„ , I'-I" PL-2 ON 3/4" MDF SHELF 2-INCH D I A. PL-2 ON (2) LAYERS 3/4" MDF ,... ,. , e �y GROMMET THRU DADO TO �, CONSOLE MONITOR - GOORD. REGEIVE SHELF I'-1 114" SUPPORTS W/ A/V GONSU- TANT i ►_ PL-2 ON EXPOSED M � �aTi V, 0 fb Air, PL-2 ON 3/4" MDF SUPPORT - FACE BEYOND , k.; ,� SEE A8.1 FOR BALANCE OF NOTES m�, ;t SEE ELEVS. FOR LOCATIONS 9 .. _ '. . ..�- ��► � i 2 ON 2) A RS PL-2 ON (2) LAYERS cv s`•::.:•� ►� '�'� 3/4" MDF ! r • Oppop 3/4" MDF PL-2 _ OF 0 ' ' :i�'►a��.A .r 7/17 _ _ :1 NMIiI��AA.elWM/ \ ��-�� %=ti��i�!►- -` ♦�``�►�\ ' - -- -_ , �♦ r, / \ m CONT. F T WD BLKG AT TOP 4 BOTTOM _...•. - _ ANCHOR.tatcAlSIVAIIMPAIMUMMICSIIMPOMITAWILWIMAINMWEMNINIMISSIMIIMOMWOMIG VA / \ 1/4" ,!1 #S FLATHEAD SCREW 4 IIIIIIIIIIIIIMIIIIMIIIIIIIIIIIIIIIIIIIIIIIMIIMIIIIIIIIIIIIIII / i ;, ' k i GROMMET 2'-0" D.G. TOP BOTTOM • PL-2 ON (2) I I / OPENING '5 2,-3 I/4 ;I__ 6 _- G s LAYERS 3/4" MDF E; - / CONGEALED UNDER ' _ ��a PL-3 ON 314" :�, _ PL-3 ON EXPOSED TOP SURFACE■ / COUNTER BRACKET MDF DOOR M. .Aw .!'∎ sari: aaE a? a-6. .' = I fi', !'' 1/4" PLATE `A `i, /Eftoe ?, PL-3 ON 3/4 MDF DOOR W/ 411111 , 2X4 FRAMING OPENING .., EDGEBINDING►`�� - -- - AT 24 D.G. PL-2 ON (2) LAYERS _ ELEVATI ON5 - J 3/4" PLYWD. DIVIDER cv sr- :; -" SEE 20 I'-II I/2" ►� PLAS. LAM. ON ALL 1 4 �`S �S'N'I'''' • i•I PL-2 ON rwr s MDF PANEL 2 3t_3tt / - ,� �, � .� � EXPOSED EDGES 1 i � PL-3 ON I/4 = H 1 �� EDGEBANDED 3/4" MDF W/ _+ _. ♦ , HARDBOARD P. AT ADJUSTABL• O ,,,. ;:,,,,,,,,,,,,,.,,,„.,,,,,,,,,,,,, 11-0 3/4 ..; MELAMINE, TY m ✓ ( ! r SHELVES _, _ OPEN T RAGE UPPER _THRU DAD NSQEE S O �, .--- N MAILROOM COUNTER CONTROL ROOM DESK CQ LIGHT FIXTURE SEE ELEC. :i REGE I VE SHELF 2 3 4' S , = S M I L E Y - -- N 0'4 PL-2 A8.1 1» = 1,_o» A8.1 1" = 1'_o" A8.1 1„ = 1,_o» M.1 1„ = 1,_o» ETTLI N I ' E 3/4 MDA architects _ FACE F mie me-wr.gym. �eg i • ------ p .-Cr 1'-0" tt _ - .:I ■.;., it' 3/4 MDF BAGKSPLASH RADIUS EDGES _ 4412 SW CORBETT AVE ,,.41.07MMOrAllrilfMatallni ln SEE FOR BALANCE OF NOTES :, . 1 :° PL.-2 ON 3/4"' MDF OR EXT. s� �! PCMCTLAND,CNitEi0�197201 - - .- i - � 2,_I„ PLYWD. PHONE:(�248-9170 N I'-5" _ SEE FOR BALANCE OF NOTES SEE �� FOR BALANCE OF NOTES cv SEE FOR BALANCE OF NOTES PoSTFORM PLAS. FAX:003)248-02n ` A8.1 M.1 NOSING _ LAM. N S 1__________-- THRU DADO TO = t0F MAX. A8.1 _ t; j RECEIVE SHELF 1 FAUGET s \ .��' ♦ ♦ k. ► -.. .=ate I I I N s I s y _ :, . ,k., _ ; _ _ ' i ?' DRAWER = - �.; cy �; - _� -(Ni - - - iI DRAWER _ AT BOTH ADJACENT WALLS: j y✓ ) i �- _ MELAMINE OVER IXI CLEAT ;: ■; '' I PL-2 4 . DOOR - - _ ► F s PL-2 ON 3/4 �. COUNTERSINK SCREWS �" _ ., PL 2 ON (2) - ; • APRON i ti DRAWER .z ;. cy 21-0" MDF DRAWER tv L I • I LAYERS 3/4" MDF = = I --_ - ---- AND PROVIDE GOVER W/ EDGER I ND I NG _ �u • r. WASTE/RECYCLING PLASTIC- ;', UT HARDWARE AN = i I/4 H.B. ( .) - r � - - • i = m m DRAWER - i O BINS: ,1A��c_.. .a.:q SINK - SEE y- PULLOUT p TYP EDGEBANDED + s , �! 3/4" MDF W/ v • i PLUMBING i _ I i __-- -____-- -____-- -----___- , N Z 4 MELAMINE TYP. ? 4 0 TN a DOUBLE BIN ICY 0 _+ i ♦ _ - _- �•M. ..�`-� ��.� f a) N = ! USG I5-2-35PT OR N . ; ,0 >' _ a 2X4 FRAMING - = i APPROVED = = PL-2 `9 AT ADJ. _ 0 ADA INSUA DOOR , N + ,�.� SHELVES ' �- " _ ! ! , 51NGLE BIN - KV ! cv , ; tt N AT 24" D.G. ,y� KIT - SEE DRAWER _ "� PLUMBING ALL "" USG12-I-50PT OR ;� f 1 PL-2 ON 3/4 m ti APPROVED PL-2 BASE ,F ' MDF ODOR YV/ tr ' DRAWER - PL-2 ON > > � � " 0 3/4" MDF • ' s ry II II . - ri .c- b- -� RUB$ER BASE : i " PL-2 $ASE 1- -1-� * L CO - 1 BASE CAB. CABINET AT OPENING TYPICAL CABINET a) • MAIL SORTER SINK AT BASE CABINET WASTE-RECYLCE BASE 11 12 1 8 9 10 A8.1 1" = 1'-o" A8.1 1" = 1'_o" A8.1 1" = 10_0» A8.1 1" = 1'-o" 1 = 1 -o 1 = 1 -0 A8.1 A8.1 >, > CO < co g; ..,,c N ... .4_,.E O O) A / 3 I-2" •.....• fs*,.... CO Ce - -- A _ 24 /,, I t_3" II-II" = O SEE A8.1 FOR BALANCE OF NOTES , _ / t CO SEE FOR BALANCE OF NOTES 0 Ea \\/, -V, 5/8" GYP. BD. "C3 co A8.1 /� /� 2x WD. FRAMING LIGHT FIXTURE - �. ■ 21/2 AT 16" O.G. SEE ELEG. E .- \ ` O GRNR. BD. --r 2I-I" ,/ 2 I/2" /�''� VERIFY MANUF j 0 _ i PARTIAL PLAN AT MICROWAVE \ `; 0 .\ \ 0 \ N E Ni�A-•��A+e.1 � N �C►�i'� ,... _fir \ i SLIDING TRAY-- ,1+ 2'-6" - i PL-2 ON 3/4" 0, DOOR \-10 3/4 �� _ -4 1` `� E `. i MDF DOOR = N. i = U WV-I ON I" MDF i�1 GRNR. BD. TYP. GRNR. BD. TYP. • , 2I-11" WALL OVEN - ;��-_ .. ri V _ / 3 ► L! _ ' 1 Ilk PANEL ' I'-10 3/4" 1-O 3/4 GRNR. 6 WV-I ON FIXED 3/4" MDF - i i p , -j am - SEE SPECS. i DOOR =d ■ = N T i ` cv WV-I ON 3/4" !* i z _! BD. TYP. PANEL p, PL-2 ON 3/4 _ - 14 0 ' - 1-� . .ge Qom..-' ._ �..�� aM �. - --------- MDF FRAME _ WV-I ON 3/4" MDF _ m ♦ 12" 2 1/2" _ 3/4" MDF 4 VENTILATION / MDF TRAY - = 2 / �: ; 1 t DOOR 0 • i : (N 2' 2-I r" RAME m WALL HOOD, SEE ;.1 , _ FRONT / / ♦ Al! _ CONT. F.T. WD. BLKG. AT TOP = LL ♦ - - VERIFY W/ MANUF. _ ��; a SPECIFICATION :; 4 E = REFRIGERATOR p s. BOTTOM ANCHOR W/ #8 x2"CO SEE SPECS. + PARTIAL PLAN AT WALL OVEN NOTE USE HIGH-1EMPERATURE MICROWAVE W/ �' FLATHEAD SCREW GROMMET CZ _ A A.GIHE8NE Ti�NS CRAB T TRIM KIT - 5EE _ ® 2-O Q.G. TOP # BOTT. U...> ' rl 'd' SPECS. ♦ ` 'A c 1M ,�N- . ♦ ♦ _ ir.........A- 3/4" N GS-I LIGHT FIXTURE - SEE ELEG. igh MAIL TRAY UPPER AT REFRIGERATOR OVEN CABINET PLAN = C2D1 14 15 FIRE RESIST. SPLASH AT /� 2x3 FRAMING END PANEL GS-I _______/ A8.1 1„ = 1,_p» A8.1 1" = 1'-0» A8.1 1„ = 10-0„ c SPLASH AT 21 V V 3/4" MDF FRAME 2 GM. GS-I BACKSPLASH WHERE <♦ SHOWN IN ELEVATIONS - END PANEL A5,4 - : ( MICROWAVE W/ �.- r- N TRIM KIT - SEE N : -I 2 GM. GS-I N 1 100% CONSTRUCTION ECS. m ../--- - 22 2'-1" BAGKSPLASH DOCUMENTS :p 1 (I) LAYER I / tt A5.4 _ WHERE SHOWN r 2t_1tt 3 CM. GS-I i 2-I I m 2 718" IN ELEVATIONS 3 GM. GS-1 MDF FIRE RESIST. )-3CM. CS-I ON 3/4" 2x3 FRAMING GDOKTOP _ 3 GM. CS-I ON _ --- ♦-- EXT. PLYWD •.ia z.� �-�r.. - - \ EE SPEC. 3/4 PLYWD. .a tt - �• SPEC �y N ► c►fi .- �� T .••�.-r s c`: m ... ♦- III 3/4" MDF FRAME -.r - ♦- - - �■ Alk 3 GM. GS-I 3 GM. GS-I %Sri E ' fi►r tA' `� - _ - - _ _ •�'�`1 _ �♦ - - - - N � _ ` - "- _ ` CASEWORK DETAILS 4100 ii k cy 3 GM. GS I 2 GM. GS-I :, I _ m APRON ; DRAWER �RO��c : �'.` 2 X I I/2 X 3/16" a��- _ �. ,__"`, �SttMIN. ; '- - ___- ----- • r s 't STAINLESS o • WV-I ON _ -2 GM. GS-I OR / _ GDORD. RECEPTACLE i . t tt r� DRAWER ADA z -• WALL OVEN - 2-D STEEL TUBE ADJ. DO LOCATION FOR .` 3 GM. GS-I _ _ __� UNDERMDUNT SEE SPECS. GODKTOP DRAWER m ; -----------------------_.___!S _ CHECKED\_. _ SCRIBE 3 GM. GS- SHELVES ,c� ` �� SINK - SEE cy z' 0 0 _ \/ 1 DOOR ,c•�c..�.� ��.��-� _0m , ry m \ tV ��+►iAC �►r�rQ ^' , N / PLUMBI I NG POCKET -. •= - . DRAWER DOOR SLEDS -` � i ♦ REV 510N5 A Li (00% GDS - 04/27/10 BASE ' ` HARDARE -N tt tt tt DRAWER q I-5 I BELOW DRAWER-a 0 CLEARANCE :O I i4 PLATFORM `. a'a"QT R '►►-40191. .•�r�BWMA, ►�,�N�e►M7.��.C`L�ii - 1 '��v�`.��QL!@'11��1�i��:- ��.�R.R� ;D��r'Al i`►-� ��`l�SL��.i►`�►li►�Z►��R!� STAINLESS STEEL H - T TI i- A - OVER 3/4" MDF ;;4 `x ' 1 A = A BASE B-5 24 r ` ` 3tt 'V ♦ \ p., q I t_5tt I tt 6tt ,�. SEE FOR BALANCE OF NOTES / /�i 24 / 24 130 �'1 SEE 18.1 MAX. SEE 24 FOR BALANCE OF NOTES SEE A8.1 SEE 1 FOR BALANCE OF NOTES / FOR A8.1 FOR u)BALANCE CABINET OFL>OTES 1._c.) N D OF NOTES ADA KITCHEN SINK OVEN STOVETOP CABINET . KITCHEN CAB.PARTIAL ISLAND PLAN KITCHEN IS 23 24 19 20 21 22 a A8.1 1„ = 10_0» A8.1 1" = 10_0» A8.1 1„ = 1'-o" A8.1 1» = 1,_o„ A8.1 1„ = 11_o» A8.1 1„ = 1,_o„ A8 • 1 a. 0 O N O Ay. • • ,.1:. - . WORD. DATA/POWER PANEL AI (--2-- i IN/ELEC. AND OWNER 8.2 \tf_.3....2) 2x F.T. BLOCKING 4.-- - 3" DIAMETER ACCESS HOLE SEE ISOMETRIC DETAIL FOR BRACKET HAW 0, MI, ' ir Allgi■ 5EE FOR BALANCE OF NOTES ,,,_____ ......... • , _ A8.2 3/4" MDF iil/pLAs. LAM. ON -- - 1 r 4010' - 3/4" MDF 40 NMI NM 4,41„, I 3/4" OUTSIDE RADIUS © MUM), 1 " fq if :- ' -- - STEEL BAR 3/8" REVEAL -1 AI ilial I I/4"x2 1/4" ASH IN/CLEAR WPW.V4.7,4111,Wi atAPAIINS Antell/fOlDOWSWISFAITMOMWASVIN go/W/FIMICAUC I INIMitainiMg. ..q002111001V4WArAll kIliMeialati oll 1111 ,;;,.......,.._ eatilTM6I im raccriewatwa.tv.s..wes-Abwantcagoem.,IA - 3/4" MDF W/ - PROVIDE ADDL. STUDS A8.2 ______ E,I i It I i ALONGSIDE TYR NALL 4k>... SEALER - ANCHOR v4/ 1/4"DIA. -- ----MITER OUTSIDE xl" LAG SCREWS THRU 5/16" OF 0 mil Hi 0 A 447 2X SUPF,oRT WOOD VENEER illp q 1/.4 ti 0 I 1. I' _ FRAMING co EA. BRACKET A • •• (,•- 3/4" SOLID MACHINED lifo RI 0 = 1 M 4 ko &0 ■■ 44 * 1 law N.. .... CORNERS, (TYF') DIA. HOLES A• 04b 1 1 --- - 21-0 3/8" SURFACE RADIUS m Rs R 1 ,..r L./ TYPICAL .4- ''''''',„„.„„ -- a op;a As 3/4" MDF W/ il 1 Ar / ---::0 ' Ai A; I I-0" i I'I , , ,., PLAS. LAM. l' 14 (,4 BACK ELEVATION QUARTER SAWN MAPLE (0 „0/ co ,•,:i "' 00 I 11111,4 ki 1 fr 1 1/4" ff_STEEL w/ 1/2"DIA. x5" OA' AS 414 0 I A I Or PLASTIC LAM. • _____ _ ---- - -- --- - ___. • • __ ____ _ ________ _ _ __--- --___ -- --- -- - . , I _ .--.4- 11 1 i 3/4" MDF W/ 2 5/5" 3/8" _ __if_ VENEER TYPICAL ALL-THREAD WELDED TO ff.- t (5\?)(° P4:1 N / 111111111441 00 • ,..v_____.1 . 111-immammimiriasimr: _ far /SW 010 Pi 2X FRAMING SO 1 AT --.:4- I c. ..4* 3/41i 41, 3/4" SQ. SOLID 1111 04 I, IC P I , ......„ _ SURF. BLOCK- cipm Sig 0 Ell -- - -- -- --- 180 DETAIL %1111111111 II II II II 1"1110111' ill 1 . I ' , ,Ir-- 1/2"DIA. x3'2HC)(' Ei _ = rn 1 SUBSTRATE 'TURNDOIAIN' siiliA1 i It 0't Alli 1 A. .., pft - - --- - ----- In -.7..- '.. .., 1- op; , ...., , awatroo■NTTE■ ' 1 111•1111111111■111 ,st,\1..._ 1.../ CO CASTER 1A1/ -.1.-- FLOOR BOX - BRAKE AND FRONT ELEVATION SIDE ELE1fAT1ON i s, IN . 2x F.T. BLOCKING SEE ELEC. THREADED STEM SECTION 2:A16)5"1:AT,. BRACKET 1 COUNTER EDGE DETAIL 2 TABLE SECTION 3 TABLE ACCESS PANEL 4 TABLE ELEVATIONS 5 ADA BENCH AT WALL PECK I , A8.2 1" = i'-o" , SMILEY A8.2 3" = V-0" A8.2 1" = 1'-O" A8.2 1" = 1'-o" A8.2 1/2" = r-0" ETTLIN . architects CONT. STAINLESS STEEL ZIXIXI/S" ALIGN 3,_3,, I oi ALIGN METAL STUD (SEE PARTITION 4412 SW worn AVE. 10 1 1/2" 1/2" TEMP. --4:44•01 A 40 TYPE FOR SPACING $ GA) PORTLAND,OR1EGON 97201 5EE FOR BALANCE OF NOTES 21-0" 11-0" b• 21-0" 11-0" (..> A8.2 / 3/4" / / 3/4" Is Ah....ill i PFKINE:(503)2434170 ),-- • 4- \ \ in lio 3-INCH DIA. insw,dir GGFLA-I 55 Hi --Nr MEN STUD CONFLICTS INITH BRACKET SUPPORT FAX(503)248-0223 ,/ ACCESS HOLE p, __.......„.........„ - c,„- -$)' ... 446. //:i.;1 SEE 10, FOR BALANCE /4 ,/,.....°7 (2• z,. A Aleak ., . ? N = N ...., A82 L OF NOTES ,.•-,:x . .."4- (53 AGS-1 . A8.2 •63 - • . , - ....I.:;*,'''' /4*i 1 ......, /...:1't/ i 0 ., , ..,...,......-.1...:-.,.....z...,...n.:,,,,,......--_--....-...04._•■■,...7_,-,4,„,,,,,;4,..,7„....,,,,,,,,..,*, le i / 2x2x 3/16" x 11-10" ,/c, co . , .........--..--,...-..........z.,-..,:z-z...-z..„--.,,,,,,...:„-..-..-.......-....-...-,,,., •.../.; ' 2-0 3/4 /..,,, '-,::\ - \ - -\--- - - - I /,,..t%A- \ 1 7 N- .: , 1 01 . PRE-DRILLED (OR PUNCHED)•/ I 1/4 x2 1/4" ASH IN/ ms,qt•Imit,!.41.„?..t'w■mTri.,.-.1mrt.-.TiereFtwis 'imr/ •/4 '71 N-- pi ros a ots-oreacroraw r.wag mweam.zata...gm a i ri....:a / \..,,,, ..w.... .--....f....„....-... ... ---^ ,, gm .11 '\ il PI ammaz:..-:::11 7- f:.1:ftnTtierl-Tt-M,Tdttit'r St t7... NV-I oN i' , • Elissmsss,sva=s--,-.=!msAsi=ss-a======:,==-====r_. , BACKSPLASH ,--,-..„ CLEARANCE HOLES FOR #12 ANCHOR 1,A1/ DIA. 7 1111 i$ Nv-y, inar 3/4" MDF o - FASTENER - S PER BRACKET 1 1/.5" (6) @ 2 5/S" EA. 1,4V-1_.. "1 0 0 •, wl, pg (-4 .. ....- 1 1 GE-1 PLAS. LA"la / x I" LAG BOLTS THRU „A 0 gilt I d e _,10:1 it , 011,1 31-0" 11' 34E?" 5/16" DIA. HOLES o Ill ........-............1:,,i'l i15$1 1,,10:1 Si.=_Ins-AMSSSZS.SSSSSSZSMSSSSSWAS .;:`,till 1 •\v'ER 3/4" MDF '''' 1_m„,„,:.,.,,„te„,-..„.„.=.----:',..7.A", MONITOR - i / 3" OR 2 5/8" O.G. IN STEEL 0 „,„ 7 lin I 01 M 0 01 (3) DBL. •0, ACCESS PANEL 0 ...., . L.. '''' are:-.. ft,„ 3/4" ,g „,,,, ii,J, ,, co cn , . 1: A NGOORD. kV . a) a PLAS. LAM. PLAS. LAM. 1 001 GNG. 1 .0• , is MDF .1 101 BO> S h 14,14 KNEE BRACE: ii1:10 CONSULTANT in .. 0 v■I■0 DOOR 1 .....e, ,,.■/■ . I 1/2" X 6)" REMOVABLE ., ill loi . (3) DBL. GNG. STEEL BAR i 1 PANEL AT 48" 0.G. !I 11i 111 WV-I 43 PLAS. LAM. MIN ; Z 2x2x 1/4" x 21-0" LONG ALL 51 h- L BAR _ - OVER 3/4" 111110 PLAS. LAM. ,. SEE 20 FOR BALANCE A8.2 OF NOTES 0 HELPED CONNECTION a0) • 0 2X SUPPORT IT FRAM NG 1;II A 'RI 0,11 4,I KNEE 131*CE .mp,e PLYND. (SEE NIIN OVER 3/4" . . _,,,,, in SPACE STEEL . ;;;go. A:41 0 1 2"1xI/4" STEEL SUPPORTS EQUALLY - 0 Zi:41 111 11! N1110 PLYWOOD •.'' ...,,,•------DOUf3LE 16 GA. STUD SUPPORT FOR 0 - 7...0 TUBE -(4) 3/4" PLYND. 11111't \ A „, 41 w.,. ..„......)..,:ge 140. w _ NOTE 11:11,,,,i,, ,,!! 3/4" PLYIAID. Z_2X2X1/4" X 4" NIDE W/ PLAN FOR Am „,,,, :-', BRACKET was) FLANGE TOGETHER @ COUNTERSUNK (3) RE°'r) @ 31-3" °.G. ti FRAMING moil Al FRAMING (2) 3/8" DIA. GOV RSUNK °CATIONS) Aw"11;1 PLAS. LAM. CO ......, :- 12" O.G. EXPANSION g , 10 t n A;Z0:10 , tr 1?-1"x1"x1/4" 3/4" lii 11 ANCHOR BOLTS TO FLOOR* NO OVER (2) ANCHORS :•,„i i i 5,,,,..1,;.1,,,,,■■■■■■■■■■■■••■•■•■■■•••■■■••■■■■•••■,■■■■■\■\,,,,,,,,,,,,,,,NW.SW,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,01 iii i 1 1 M :41° (2) 3/8" DIA. COUNTERSUNK gill LAYER.5 . ,,... GRIND EDGES MDF ,,,, •,, ••••-,,,,,, 1 „„„ i .„ 1r$ 000 3/4" i LAG SCREWS TO GNI:. 0i1:0 WALL FINISHES AND INSULATION NOT SHOWN FOR CLARITY \ \ . , SMOOTH PANEL ,, rit 1:%0 :0 1 :.to :,,,,:,41 ;,:5::1?' I I hit oil i;;5 10 0 RL,,„„„„„,.1 0 1 AO i 1,1 PLYWOOD +a \ , \ N. ALL CORNERS t EDGES SHALL BE GROUND SMOOTH 11-1" 1 II" / el CES / 3....., 7 ADA BENCH 8 DIAS AT STORAGE 9 DIAS CENTER SECTION 10 DIAS SIDE SECTION ii OPEN COUNTER 12 BlIACKET DETAIL a) • I CI 4.) A8.2 1" = 1'-o" A8.2 1" = .1'-o" A8.2 1" • i'-o" A8.2 1" = 1'-o" A8.2 1" = 1'-o" A8.2 in = i'-o" 0 Co < CO ...z enU) ,..0 RI1 ,-...-. ,rig ■ al C CD 0, i T-2 ,-4 21-0 1/2" 1/2" TEMP. GLASS 21-0" au) r.~. ct , i T-6 ,o 1 MIRROR t SEALANT t 0 ,i T-2 = I 21-6" 2 ,.,.., PROVIDE HOLE FOR UNDERGTR. 1 Ti. CO = $ • I X 3/4" X 1/8" „ \ s, i "' SOAP D15P. HARD RUBBER BAGKSPLASH.94 -7,7 1 SHIMS ALUM. CHANNEL 11 OF) L.. 41= EXTEND SPLASH 73 A r- I 1 1 3 GM. G5-2 ON 3/4" EXTERIOR = (NI 1 11 CE$ - ; ;,,,,:o a PLYIND. I i 1N1/-1 SOLID 3/4 WOOD , ______ __AT EQUIP. _C_A_ B'T_ _ - , :. r rms.X•AVWIADWAIFNNA-VMMWWJ WM IFECOYA71204'4,. \ \ ----, '',. ' \100 : 1"C" !',14 - 1 Willirlf:PMSSVT: SISTI___TSS'IrM27 . \----Nr `, Erv.,,o, : .... ii--- - c\c. 3/4" MDF SOLID BLOCKING `•4...-..ww.■4:7■.:N.,.......-7..>"4:11:*Jr••P'."...7%.74.....4.....44.4.4.7-447...,4:!..4%:. \ r----- at I 1 -, 0 i EAG,1-1 5\IDE 7-1.' - '41 . %. a) 1. - ,-- ,., ‘_,,__I/2_131,_ N I „ kg j IMMINIMINIF ,..,,, -; V -- _ _ \ \ , \ \ '01- \, \,... ..\\\ ,...),, 0 \'',.. LI:"E LI L.._J-- ■I 11 \ --, ,..‘,.:\.\,.., 414 ----.. „. \ \ , \ 011 \ N\ i.!. I , . UNDERMOUNT SINK - . ,.; , CO , , \ , \ \ 1, PROVIDE GROMMETS it 1 _A \ .. . Ni,.. \\;\\ , , r- ,,,_ __ _ • , !... i /-v- SEE PLUMBING \ , \ \ ' \ \; IIIIII \ \ \ \ , , COVERS. VERIFY NUMBER \ \ ' _ . ■ii 1 \ \ \ , \ \ ',, \ \ ... AND LOCATIONS VI/ OMER. , \,1 (3) - I" DIA. . "8-----'411r-"--ADA INSULATION KIT - , -,.> VENT HOLES . , \ ./.....„, SEE PLUMBING _ '."----7/-- -, /, --,,/-- . = i.r) , , 11-4 1/2" / E __, : , 0 0 , ,.-7-,>/-- _ i , .. _ '. ib - PROVIDE 3" HOLE FOR TN , N------/ Ar 1 . ., _ Z'1 zi: , 1 /4) -,,, (Ni %1 LIP ,/,., '''' ,%' ' . , i 0 , . i "1/4 r -, ---, ,, ,.. -ct- GONMITMIRING. GOORD. 17 = ! . '1 iq /4( '-.., / 4,2-'---„ / '''''' / ', co FINAL LOCATION 1A1/ tr 0 " t., 1, -,. -\,.-2, 1 : 0 /0 --,. ':/ ''` ,/- 7-:- N OMER ih / (3) DBL. GN6. •, 3/4" SHELVE ON . I /* , :i , , BOXES j.„,,, i/-- i;-- i 1 ADJ. SUPPORTS, , Alik "■-..., "----s--,,,„ --, --. \':`., PL-2 ON 3/4" MDF 4 fit . ....,,, -,, -,,,„/--..,,,- ,L; I . 1 TYP. 4' : CONGEALED BRACKET- SEE ,---„,,,,://------„) ;->i ----,,, BRACE - LOCATE A5 N A8.2 ,.; ...........,, --4,,,- A8.2 06 .1 0 , --,,,,> „,,,--.2./- „, ,/----,., / '.- I ,. SHOM ON ELEVATIONS 1 i -.„,-.....„., -,....:-.., xi- , 1 7 TILE WAINSCOT -..,,,, , , , 1 WEIMSFIEWATIOZWINMOWIIIMOZWIELIVELWIRai i.:" "fn / /' '''' / -,-/',. '41/4 II / IL `I ..../-4-... ,J...---....._ ....----.... .....---...... -...-■.. .....---.... -.''-"%**- .V."'s.- '' , .. GOORD. kW A/V , PLA.5. LAM. VANITY COUNTER A GLASS SCREEN OPEN DESK AT CONTROL 1 41- '--• -- ______ ____ I 1 = CONSULTANT N -i 1 DOOR . 14 15 16 1 ■ -,.., i .1 i•-7, A8.2 1" = i'-o" A8.2 i' = i'-o" A8.2 7 s 4 7 (3) - I" DIA. ,,, In I .......... -- VENT HOLES . u = = 1 : r---, 1 - = • A8.2 0 •0 4 1 1 ‘.0 i i ',.., ___.‘. u- ZQs 100% CONSTRUCTION 1 Fl (3) DBL. 6N6. BOXES FLOOR BOX ,,, li k 1 = Ima Id CaillIONIIIMIIIMM4MIMIS .MAW,- .114F= 1 I BEL01/4 - SEE N DOCUMENTS .........,.; o 1 i - ELEC. , •4 zt -,' 1 ; ■ i., --- cc) (E) ININDON Aft _ _.,__ I , __ , \ ...T._ 1 A5.5 NOTE: SEE SPEC. FOR *4 STRAIGHT SHELF SUPPORT \ SEE AN SHEETS FOR i DOOR/LOOK :. PL-2 ON (2) LAYERS 3/4" MDF A sit \ ' DIAS AN EQUIPMENT I 11 / / \ HARDWARE ■'. .1. 3,...,3,, = !• PL-2 ON (2) LAYERS 3/4" 7'. , . / l' c..4 : , . 3,_3,, . \ \ = --.., MDF CASEWORK DETAILS .1, 2 1/4" , N '1 1/4" .! • 1 f -___ ;d' -,..C.4 , \ ■ 4 -....... :, ,,,,,, +,, A8.2 H.B. :.; I I -1 , 4......z...,..-. ..7..c....z....-......-n.,:-.....,....._-.....,-...-,..........././.....:7-,.1,AZ.N7.11.,..1.,,,..:".■,■.`/111■416.I. - ..1101.1.ieVED VOL ATOSMWSPISVI-01:411WIMPAVM&WitnealaLIN...-E4W.C.WA Eilit■if-abl. ■191 IF.4140 Ill 'Ct PROJEC 2,9;0 +3,1 . .14...,••■,.:4i0111;• IIP:,......7•041..■:I,. .4:•,:.,.•..Z...44,`,..%!.,.....-Z.`..-.1.6:4.4,*•14.- ..."ab.44...••.'1,, 01.0:011041011MAYM a.v.a a wawa A sm.me rittwarkoma reew mr...16 ratawssmilio a I , .. 3/4" SHELVES :...' . ., ., 1, 1 1 , ,.. ,,,_,, \ (3) DBL. GNG. -! ON ADJ. -., `400.,, wammo MINIM -1 I ,, .1 ( 4..........,:i 4 ---c--) I ■ BOXES . ti- AWN: NJ'51c-- SUPPORTS = ',-, ' _1 ., ; .4 0 !- IALWALSA.,TIMMOOFAIMMIPAWISIMMIMA.WINMINIMSIANPAIMMISAM IF rf cf) .. _ ! .-., I ,, .,..- 9.-4,402 PA 1 = ,,.._ \ '1 ZatallWaraldfilallIMIMMWAIIMIMEatieslowdii di V i) ',1 1/2" TEMP. GLASS - &F-1 ON J 0,.420 , 01.4E(3KE --oE i .. yi PL-2 ON ADJUSTABLE 3/4" l'4 CN I \ 1 0 8 1 . 4-2 ON 3/4" • .., Alt MDF SHELF . *--• ,,. BACK AND UNDERSIDE = \ ' MDF BRACE - , ..; r , A8.2 A8.2 DATE .I W IFEENISVOZON 16:07.002MOVNEWIELVAIMIMMEMINFOW.ArattlirarAWMAISPOAlli Al is,,,, \ \ - 1 : LOCATE AS = ...c) ,1 A ,., 111E~A IA it . ,SJ REV5 ONS 1 ,, tsi \ ____ 31-2 I PL-2 ON N SEE Aft FOR GLASS EMBED 9 \ . I ;,..., SHOVIN ON - N 'f. ,1 A8.2 // ■ -11 A 100% CD'S - 04/21/10 i ■ ELEVATIONS , - , 3/4" ..4 1 , g 3/4" MDF i A8.2 /7 1 :I ■■Mel.14 7.4 AWAVate MI SW:WA WA WSW Wel iff•MIP.1 SO 2 M17,71777MWA7-.A.28 PiAl I', DooR _ , , , 1 ,ts , -,1 A 960talb• 1 PLYND. . :I \ • i -1 - I INHERE I-- 1-4,-„,___11 EQUIP. RACK - .,-. L.C4IPM. , ....--:7--, / SEE AN I CI: __C I = ;1 (3) I"- VENT i; , ,1 ,..I ■• SHOM ON gr 1----- imi -• SHEETS 0 I 3' 3" ANo 1.-lo" :',1 1 .,,t, ELEVATIONS MAPAP'MOZIZ=11211 illP 7 ;a El•I Ma MW:rat.11A_r IP L all _1 1 HOLES ir, I / / W. .IINPAQ',M4N4,4W/OIWMMKMM'ikalliOS/iZ•TMt4Mri~SW .IIb'.. MaWMAII.• h 0121141,41.m1111121MIWAZ p // '1 -1 / i'' . CO IP, ' 1 Fl COUNTERSINK SHELF 1 01,1 •,/,'/ J 1 1 1 PL 2 BASE SUPPORT PLATE \-KNEE BRACE, I Kft.11...4=1101117aff/A1 WiLw.41W62.1 li al 1 Mall MOM III' N... ■4 - TYP. 1 11 ,•• 1 2 3/8" A .1, = .st. , i._0" .4, 1,-3" / ILO" / ■ 4o \../7\-- L 19 LOCKERS • • , - MI NMI 01-- 20 PLOTTER COUNTER 21 PAPER STORAGE 22 GLASS COUNTER 23 DIAS / 21-0" f • • LLI I (...) , cc A8 2 A8.2 1" = 1'-o" A82 1" = 1'-o" A8.2 1" = 11-0" A8.2 3" = r-0" A8.2 1/2" = 1'-O"-o" . ,..0 cn a_ F 0 C4 , 0 . . 1..........■...• * 11 • 'lie SEE A8.3 FOR BALANCE OF NOTES PL-2 OVER JO . - 21-0" - 40L..... . ....... All 3/4" MPF ..• HAM O. ir A5.5 1111111111111111111111! f,1 b 4...../., \ retrierxwarsicamsemswwwaiMP,IfireiWaii _ .z.......-4..,-.:..:,7.",.S.....:Sla:41:■'ft..."..7.:%,_■•-.■ -•:...Z.V.Z.•■••-•7!•:".■, FA ipi -th POIMAND, # f.‘t .Z.....,Z.S'Ainii:+11:,•,11"..7...7"..-.4.2...!.....7,7.:.,,Z.*...",%%,..■....S7Z,AZ-a.:4111“.•IP.7.--""..7*.. 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A8.2 ,„op i,' 0 21-1" =ma 2'-1" 11# =,„ !,' I.L. 0 / w A8.3 PHONE:(503)248-9170 o kn 1' PL-1 FAX (503)2484223 ✓ Id PROVIDE 3" HOLE - PL-I ALL ...-.....t...J.:-....11 % 4 • 0 FOR CONDUIT/1^11RING. . i SURFACES = rn ,,,,c < . = ---,i. • 14.0 PL-I ■.0 i: L.1.1 COORD. FINAL 0 .#4 H Q.: LOCATION IN/ OWNER -I A I- #241.1 MAI IlleriMeriVAA a:IttroX411SWPAree'il .4110 Ay-- 'ire 4 71 Per,iice Mil KM rarGIEGENNAR MURTON-:1 I. .1'':li 1 ri li < 5,,,,,f in veram, .. --.....,,,, KW A IR ,■• • A ,..: %.3 • s i (N,1 t" ‘ 0 iii : : Z 1 ) \ 11,, 210" '4 = •mil .:11 MM-I 4- 0., 2: CZ I . -/ *1 5 / A I II P I L I 0 \ PL 2 i 3/4" KERFED 11.. u-, CONCEALED SUPPORT CONCEALED SUPPORT .T . - 1 , ,i1 MDF BOTH = = ,, t o mof (INSIDE INHERE SHOINN ON o ii :1 _T ..„.. 2 = 5EE Aiik • 5IDES ro 1.... ,..0 GAB'T.) ELEVATIONS SEE An 1.,. I 1 ; 1 = A8.2 A8.2 :;. ? IT 4 1, (I) -...- N ..0 .,. = .• 111111 70 1/4" PLYWOOD _i PL-2 ON 3/4" 1 ..c) 2"xe." 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" . ... . . . . 1: . sus ' / . • ::: •sommlummummu ,:,:, .0•' • •". ' • • " • , . .. . . •-•• .... , , •• ,:::: GABLE TO RUN BACK TO RACK LOGATION EXACT SPEAKER •- . . • - • • . :::: • . 0• - ::::: elmemmiNINI • ::::: . , : . - • • • • • . • • • :::: immummosImm• ::::: . , . • II. 1.111. . /Mimi. 1::: . .. u.. . \ . 'ill • . ... . .. . . •- - :. i: . ."- . . : ... - .. ' • LOCATIONS D I GTATED BY FINAL CE ILI NG TILE INSTALLATION • •• . •• • :1.1 . . • ::::: .amaiNINI■s • ' . If . • .. . . -,. • .• . \ . - ,::: . . . . . . *.. CEPROMOMMMONIMNIWACEMPRO KW • • , . . :::: • .• Nom :::: SPF.AKER5 TO BE TAPPED AT 15 WATTS ' • • . • • - :::: . ....: iliMiiill • . • • • - Hi.:::: Nemo .,..., .: . . • . ••- . .: :::: - • .., mai :::: .11. • .„„_ - . • . . • or ..,........... ,...„.....,,,,,...,:.:. •. . •.. . . . . . ..... . • . - - ,,,. . ,.•: :::: III ' . .. . . . . . . . . .. • . . .. . • . • . . . . . . 0 ZONE 2 SPEAKERS. SEE NOTE I. --______,, . ., . .• - - • • . . . . . .. - • . .. . .. . . • •. • • • . . • . . . . . . . . . . . . . . . . . . ..... ... • • -. • .. • . . . . . . . . . . • . . . • • • . .. - . .. • - . .. .. . . . .. . . . • . • . . . . • . . . , . - . .\'. ... • : / . . .. . . - . .. • - • . , . , 0 ZONE 3 SPEAKERS. SEE NOTE I. . . • [ = •• • . • .. • • . . . - . . ,. . .. . . . • . . . • . • . . • • , . . • . . • •• - • . • 1 , :II: • . . :::: • . •• . . , I . • . . . • ' • . 1 : i • • ------, __. CD ZONE 4 SPEAKERS. SEE NOTE 1. .. .. . .. •. ... .. : .... :. .. I: • . .. • .' • . - -- : 1 .. . . . • . , ' 1 I ...•:•• . . ..... .. ff. • • 0 1 o I 0 ■- , . •: • _ .. . ... . . . .... . • _ , •-:. . . . , .• iII _ - 0 0 .--4- _ 0_ .--1- lr. 0 r ..:: . . . ..... 0 VIDEO PROJECT E I K I LGNGG500 GABLE TO BE LI BERTY i i ::: - • ..:,.-, as • , . :: • - NI • • , RGB5C-PLN FOR VIDEO. CONTROL GABLE LIBERTY ii::: . N . • . . , ! , , :VBS..^..................{ .......**............ 1 :' 22-1P-CMP-EZ-BLK GABLE TO RUN BACK TO RACK LOCATION .. - • : ::: • - PI .. , 12 I STANGE FROM LENS TO SCREEN APPROX. 12' PROJECTOR PONER :::: .I , 19) 11... -07000000 N , • . ... . . . . , . . • .. • - /7. . • •-•,,,„ . -.. T... . .. TO BE ON SAME PHASE AS D I A5 AND EQUIPMENT RACK :::: 0 1 • • . 0 • :::::. • .. . 0 • • • • • • . 6 I„E_GNEEL,N.,vo,NDEopRoGT0R,,EGG0T,NoNos,LREGENL,EN5LTBALERLATION TO E3E BY :::: a. :::: • . ii. • • m • : , . • ,. • . ... Tr -ry 7 1 .. • .. ✓ V V 1. • • ig ID NI II W -- . . , . . . 11N -- . mi _ - ' 0 0 • 0 0 ES . . ... . . . . . 22-I P-GMP-EZ-BLK CONTROL GABLE TO RUN BAGK TO RACK ::: : . •• . os • - • - Es Cs : 0 • LOCATION SCREEN TO BE GENTERED IN ROOM •in NI 0, • • . • . . . • ... ; • : . . .. . • • , .• , • " . - . • :: . . (1) 6" DEEP FLOORBOX NI TH CUSTOM CONNECT'ON PLATE. FLOOR 1 : -- • . . . . • . ' . .. .. . i.. - : .1: . . :::!:•7 • ... PENETRATION STUB THROUGH FLOOR TO GE I L I NG SPACE BELOW ::::::„:„::::: . ,.. . NI • . • , 1 • . • . • • N 7....i ct , is . . . • • A. • • • • • • M. IN GORE DRILL AT LEAST 2" GABLE FROM THIS LOCATION: ONE (I) im . t' I , •• .. . •- • • -Tr • • • 121' . :,.. (I) CI : :I- ... . • 0 ..... , RGB5G-PLN (COMPUTER I NTERFAGE) TWO (2) 22-2P-P I ND5H-BLK (MIG :.:.: ::::: ... :: N •. . . • ::::: 2 z 6 . . . •• .. . ... ' . .. . ... .. .. • ... AND INTERFACE AUD I 0) ONE (I) I 6-2G-P-BLK FOR I NTERFAGE POWER ::: - • N • I I . . N • .iiii- ... CN LLJ L11 . 111 . • : . ..• , • • IN :: ..-... • • .)0 , . . . .. • .•• - • . ' 01 A. TGABoLuE6PHAFTLHOIAIAORY TTOO GRAE ILGIKN6LOSPGAACTI ON FLOOR PENETRAT I OAN STUB :..4. ... N 2 C • 0 0 CS . . : • - • . . •• . 0 €.$ : C, • , (f) 0 0 SPACE BELON GORE DRI LL T .. IF - I 11. . • . • . • .,, CO 0 I • • • • . II li , . >" LEAST 3" :••••••:: •• •• . : : , (:". ..t.• . . • . . . • -4- e V • V • • . . . . V V .. \ 0 I-U CT) B. GABLE FROM THIS LOGAT I ON: ONE RGB5G-PLN (RGB DA) ..., .. ::: millo .• • 0 , 1 , ' ,' : .• . • ; . . • . . • . - N ` • Cl) ... . N• .•• . 0 , : . .. .. .. • . . __,,,, _ CK THREE (3) R6B5G-PLN (LOCAL PG, CLERK AND FAR INTERFACE) :,:,. . . • • . Ct . . ti:. . . . CD SIX (6) 22-2P-P I ND5H-BLK (MIG AUDI 0) el ::::: ' • • .. . • ..' . • . ....---. . .. . . , . -• LLJ 1%.- 0 In THREE (3) 22-2P-P I NDSH-BLK (INTERFACE AUD 10) IN :: • • a . • 0 000 000 , . . . .,•. • .' .':.* • . . . , - ... . . , /• / - . . _-- - F..... CO IX CN1 TWO (2) I 6-2G-P-BLK FOR I NTERFAGE POWER ::::: . . In .. . • •- •. 1 • , • 0 ' * ,: • . 0 0 ' 3 • • oh ._ __ 0 A_ 4- $1.11 / :Hi. . .. .. .: <, ,,,... u.., 0 NYSE TERMINALS • . . ,' , , 7- 1 • .• ".. . . • • ... ::::: . • . • , , I • . • i ; • 2 10 MONITOR SNITCHERS MOUNTED UNDER DI AS TOP GETS INPUT OF , 1 I . - • • ••• •• 1 • _ ' • ,. NYSE TERMINAL AND RGB DA LOCATED IN CLERKS RAGK GABLE • .. . - • . • • • • • (I) . ... ... . . . . • • • , .. . . .. . - • • - . . . . • . . • • . • . . . • ..• : FROM THESE LOCATIONS RUNS THROUGH D I A5 AND INTO CLERKS . . ' . • . . . • . . .. . . • . . •• • . . - • . - .. . . . . . . .. . . . . . . RACK TOP FSR R.GB-144 DA GABLE TYPE R.GB5G-PLN EACH D 1 A5 .. • . .• • .• • • • . • . .• • • . • • - • • • - • • • . . • • - • •• . • :;::- . • . \ . . . • .. . • :............,.'. ."7„ .. 4"..-17I..: III : • _7.: s . • . • .. ..1.. .. ...',' s..,... . ...:.. .. ••• . ..... . .s..'' .s, '....i.i.....i'l . . • . . . .. . • . • • • . , ...1 I LOCATION REQUIRES AG, LAN. . . . • . - . • . . . .. . • . .•. . • . . _______r_s_.• 7..L-L-j..................................4... ,. .. •,.. ___: ,. ..• . ., • . • . • . • . • . ' • . . - • • • • . . • ' " . • . . . . .• • . • ........................................... . . . " . . . i •• . - • .. . . . .• _____ 0 MI GR.OPHONE . - • . .. • • ' . . . . . • . . . . • . . • • • •iiii i [ . . . • . . . . - • . . • • . . . • I 1 a IL I . . • • . . .. . • . . . • .2 .- . .. . . . • . . " . . • . . LI L 0 CLERK I NTERFAGE . . •• . • • • • .- • . .- • •• . . LI, , . . : - . • .. . .. . ..... 0 FAR I NTERFAGE _i -- -±-ITC -IL I 0 16 SPACE EQUIPMENT RACK IAV LOCAL PG, MONITOR DA DVD I I a.) PLAYER 0 0 MOBILE LECTERN ON GASTER5 ANDABLE TO 8E D I SCONNEGTED 215 CENTER AV SYST.°R11:::P: .. FROM FLOOR. BOX. AV3 215 WEST AV SYST. RCP AV4 215 EAST AV SYST. RCP c 0 FLOOR BOX. F5R FL-500 GABLE FROM THIS AREA TO BE: AV1.2 1/4" = 1'-o" AV1.2 1/4" = V-0" AV1.2 1/4" = V-0" 0 • ONE (I) LIBERTY RGB5G-PLN FOR VIDEO. THREE (3) 22-2P-P I NDSH-BLK (MIG AUD I 0, INTERFACE AUD I 0) CO ONE (I) CATS PLENUM L.- ONE (1) R66 PLENUM a) ONE (1) I 6-2G-P-BLK (INTERFACE PONER) GABLE TO PASS THROUGH CI . FLOOR PENETRATION TO GE IL I NG SPAGE BELON. CD A GABLE TO RUN TO RACK LOCATION AG POWER IN FLOOR BOX TO 0 > : O. 5.1,41 "' 1.5 • e4 Pm -4.:- .. • or -0 4,-• R. (1) < CO Q 12° TOUCHPANEL DISPLAY. PROVIDE RACEWAY, POWER AND DATA Q) ....0 C\I GONNEGT I ON5 AS REQ ID TO OPERATE. N Ni• -4-0 1,, 51) (1) L 0 c c) ci) ._.. N,... ct = o CO --I::: ::::, 7 :i: 1- I? ... :: •••:,., ..• , 1 1 ii .:.... 1 I HI i .••.: ... ., ... .... 1 C LO cr) _ - :: ::: Ili 1111 1 i 1 i i 1 :: :•-•:, , ,:: ... ... ..,:••••• .. co .,..•• ;::: :;:i ::%: :: i,• 1 :;:: F-4.--■4--,-- 1 I 1 0) tri •.::: - _ I (N3 .::.•:• ... ... E .. _ _ ::. .:: ::. II: 0 /.____, p Y. [7 E I i: L L_ : L.......i -- 0 v, 0 - ___/ 71 L g 1 i y 0 I °lir , ID (1) .,. , 06 (11D u_ , tt I Aiiiik , , , ! ,, ____,. 0 AV 1.1 iiil ....JI ,-----, I- . ,-- . 0 0 ... 7), - L: I 1 :-.• 1 i.:::..• ..... ::: 1 r-i E.--5------ - , 1 % L j 100% CONSTRUCTION 1-, , .•,._\ c-,-2, 0 0 0 , AM ... a- , , 0 AV 1.1 DOCUMENTS 0 1 0 0 E.:._ ..... 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BNC --'0 E N- RS- mx3 - V D EC: 232 DB9 R 3 R ERUDS, 1 POP NE THAR ONION 100%CONSTRUCTION DOCUMENTS .. H AM NO TBD RCA .... -;cA ==,u,DIO AMINO A120 mx2 ONESTRON QV-NN/1C AV SYSTEMS DETAILS PROE(.7-: 2s0 EXTRON IN1508 DR4,IN: NJ , . CHECKEG: I.-OE IP TOUCH PANEL DATE: 04/2710 MOON& _ 40 ___9,--- -- ---------7- ,....„ , ____,. :,_... , _ „...... . REFERENCE ONLY A 100% WS - 04/21/10 ' --+ H"..- __ _ ,--- NOT APPROVED WITH THIS PERMIT ..._ CRESTRON EPS-6_W-W7 co 1.- 0 AV-E1 LECTERN WIRING AV1 13 g, AV1.3 NTS A c.i 0 \ CEILING SP-A'=RS ZO\ - 1 SP=A<ERS X 8 , TOA =2852CU 2 $ ®w "" ®= L MIC MIXER/PHONE HYBRID #1 °°' ) 402 cbctIr5 giq 0 12. 44 AMPS DRAW 2. . ..:2 MIC IN 1 OUT 1 . ,)1,,,,; M'Cs ,vEfN1 NER 930-40.2-001 .- TOTAL_ 5106 BTU /HR - MIC IN 2 OUT 2 T M te — T V v 1 MIC IN 3 OUT 3 J de I: matter $ ff-I r MIC IN 4 OUT 4 1- L CLERKS COMPUTER l'41° • • r MIC IN 5 OUT 5 . .. 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Z DIGITAL AUDIO RECORDER _INK T 2 Z cb (NI .23A DRAW 88 BTU/HR LINE 3 W W ry 0 - I ® LINE 4 R ONE ✓I 2' C� Ca � NK IN �' D M�CS LINK OUT (f� 0 Wi. �_CD 0 �,' D.5A DRAW $TI BTU/HR .8A CLEAR ONE CONVERGE 880 Z M .' ® E DRAW 300 @TU/FiR V a 0 W � �t 1---r , - oaD+lI o .25 AMPS DRAW 102 BTU/HR _ MIC MIXER M �,} �, 0 ti - MIC IN 1 LINK IN !� w I I • — , L MIC IN 2 Cl)6 16 PORT RACK MOUNT SWITCH o .1 AMPS DRAW 37 BTU/HR S H U R L r ��I` 41 G�C V♦ 8 W�R__ESS HH MEC MIC IN 3 - XLR - " :$ MICIN4 - t7+-ii, - f x1 aisb as - ° S UR _- 51_X24 j BETA5B MIC IN 5 �f1s : : : : ""1� - .4 AMPS DRAW 194 BTU/HR CI ®W 6 i �ii'�IEi g MIC IN 6 �♦ 0° 0 ° C°�GiJI'J`' W I am (c -11 «1. __I _ .2 AMPS DRAW 102 BTV/HR 0o e 0 0o MIC I N 7 -I�—+ o i, ,iU_ \ -_ 7 V • .2 AMPS DRAW 102 BTU/HR off"•, 0 —T �--� �o MIC I N 8 I T I-I A.(\ I _ 0 v A M o ^,• o 0 ° �2 �� h .2 AMPS DRAW 102 BTU/HR - o a X• „ O LINE 1 8 0 _ LINE2 C 01211REIL4111P) .2 AMPS DRAW 102 BTU/HR •• a •O _ I - LOCAL COMPUTER LECTERN MIC LINE 3 Iry 1 0-- 1 „�_,,CO NWPICC4121111111101� a 2 AMPS DRAW 102 BTU/HR OUT 2 E �. LINE 4 L-INK J T _ , ` CLEAR ONE CONVERGE 8i • G� SH' RE MX-L 1 D /C .- I� U OUT 3 a : NI CCU ^, F : .2 AMPS DRAW 102 BTU/HR a ° n' W -�'� r FLOC P. 3OX PLATE MIC MIXER/PHONE HYBRID #3 N 4 OUT 4 Q > e o a � '�,�1 S U V E (E�C� I . .° yVC�E ^�i Ii 60 .2 AMPS DRAW 102 BTU/HR XLR .- MIC IN 1 OUT 1 (f) < CO • •' WIRELESS IIF MIC — mx1 91R -� N • o'• + + + ••,- ® 8.3 AMPS DRAW 1741 BTU/HR LR XLR I MIC IN 2 OUT 2 -�—� 111111111111111111111 • IIIIIII • IIIIHIIIIIIIIIIIIII�,.,,� • f x1 mx1 . MIC IN 3 OUT 3 C- LI\G SPEAKERS ZO\ - 3 .0 O 'b- SHURE SLX24;!BETA58 I�P D',ALES SPEAKERS X 12 0 w CLASS LECTERNS I I _ MIC IN 4 OUT 4 TOA F2852CU2 = 0 L QSC CX204V M RACK ELEVATIONS 'INK IN LLI AV-E6 FRO' AVE2, MATRIX 00 2 "'' LINE 1 OUT 5 IAN' O AVF4 DATA POR- 8 P. V 03 AV1.4 NTS LINE 2 OUT 6 `INS OUT C In Ci) LINE 3 OUT 7 CLEAR ONE VH2O O7 LINE 4 OUT 8 10 , C r LECTERN �JIC LI`,K Is CENTNER 930 402 -001 CZ O 0 0 0 0 0 0 O LINK OUT E NIMBI UI.M.1 u• __ 4IND, .i'x-.4 "V lb . - . 41*0 0 CLEAR ONE CONVERGE 840T • s S ILRI MX -- - -- - - - - 418D/C O 0 0 0 0 0 0 0 / CUSTONI ELOO < BOX PLATE /I M ;<-R/P H O N- HYSRI D XLRr" -I t4,..,_ 0'd'\ R=__SS HH MIC •- MIC N CS. Ct XLR mx1 1 CUSTOM PLATE FOR SMART CUSTOM PLATE FOR XLR I I A S S I T I H L I S T E N'I` C SYS ■E M GLASS FLOOR BOX PLATE TESTIMONIAL FLOOR BOX 06 TO BE CLEAR ANNODIZED PLATE TO BE CLEAR I If x1 mx1 I - M C N 2 D U T 2 u... ALUMINIMUM WITH BLACK FILL ANNODIZED ALUMINIMUM WITH SF IURE SLX24 BETA58 5 DIALER TO AVE4 DATA PORT 9 >TEXT. VGA DRIVER TO BE BLACK FILL TEXT. VGA LIBERTY AGTIVELINX. DRIVER TO BE LIBERTY F.- MICROPHONE CONNECTORS AGTIVELINX. MICROPHONE L . r I`v1 H 4 0.,- 4 _ _ _ _ .^ LINK IN TO BE NIGKLE WITH SOLDER CONNECTORS TO BE NIGKLE LAN C E N Tel E R 930-402-001 C=I L I \G S P-A'<E R S Z O\ = 4 BACK. GAT 5e CONNECTOR WITH SOLDER BACK. GAT 5e FROM AVE 2; N1,A R X `U T 3 ''` LINE_ S P A�_=R S X 12 TO BE PUNCH DOWN. RF CONNECTOR TO BE PUNCH LINK OUT TOA 2 8 5 2 C U 2 GONNGETOR TO BE 15 OHM DOWN. 6 BARREL. CLEAR ONE VH 20 LINE 3 D - 7 - 1 C0% CONSTRUCTION CUSTOM PLATES AV-E8 I-IN= , U f 8 DOCUMENTS AV1.4 NTS RS,- ASSITIVE STEN1NC SYSTEM LINK N -\ D L=CT=R \ AV SYSTEMS C_.EAR ONE CONVERC'E 84CT 1-- Q __i P V 1- N RAC /< DETAILS PO.,KCT. 2a'o :RA,N NIL, AV E3 AUDIO WIRING C1,ECKE TO :DATE m;' AV1.4 1' = 1'—o" A 100% GD'S - 04/21/IO REFERENCE ONLY 5 NOT APPROVED WITH THIS PERMIT A F...0) AVII A .--:. O r- O N INININ■■•■•• REIvi 0 TH CCN TR a V A.TRIX SW TCHIER MAINFRAIYE DB9 SCREEN LOW-VOLT ACE INTERFACE MXi - RS-232 'COUNCL_ CITh-AVBERS AU TOPATCH PRECIS 12X8 :; 1 2 • 411 ,.... _ PilYX" 3 MC MIXER •Itille• DA-L T1 40973 . . .. R232 4 DB9.- HS-232 ........... :4Y,F:k 5 MX1 SCREEN LOW-VOLEAGE NTERFACE CLEAR ONE 880T #1 0 -;::: 6 CENTER CL SS ROOM a Fl:i. ..4:4:;:;,..:;::::::KW File.: Dd G I T A L A U D I 0 R I.:C.,'G R n I.L.R, ril■■■=1 - COUNCIL PROjECTOR COMCAST ,„:004W.I. :::::::2 ,- ....., . ... .......... I 1 I -I DB9- RS 2 2 C•e.•:•:•: COM 3 MARANTZ PMD 580 MXi D -L H 4073 I.: *-. marter 3 .....................,..............,.. I \ D-0 SCALEIR EIKI EIKI LCWGC500 IR CONNECTING BLOCK 1°G° -I SCREEN LOW-VOLAGE NICE TRF A END CLASS POOR/ . . . 51j16460 ....:::....ell .r, CEN E'ER CLASS DH ETCH RS-23? ystems PNX IR IP TV R EL C L I VER . 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CHAMBERS CO C) Nt 3.5M M mx5 / VGA/3.5MM 24IIIIIIIIIII IR RLCEIVER I NTSC TJNER DB9 LIGHTING CONTROLLER ri*•• z A . :::„ , PNXmx1 4......-4::::::.:.:::. _..:,,::„,,„„„,,„,,,:.: 2 RR - 1232 CRESTRON C IP MC-- 2B AUDIO _ „...........,„„::::::, _.,::::::::::::::::.„:„- :::.,i,:,:,:::: ,,:::::i:::::1:::::- 3 '.-1 I R MX1 E TC UN I SON PIN1 PIN2 PIN3 Ili LLI F.- --I I) MX1 PIN1 PIN2 P N3 PIN4 AUTO SW CND RCA 4.4.4III""':':. 4 °) SOLDER -- gPF- I/O CONNECTOR R LOCK ON RN-210 1i2C CO .40: 5 K MDR _D -680ex I ...R.I G ..,' ....,0 NOT USED >le COMPOSITE IN mx3 WIRING FOR LIBRARY AND EXERCISE ROOM 44 6 DIAS LDVD PLAYER - -. .... CO 0 Ur CD f x1 , ....S ..... ,ft.. 7 t ..'• ,.... R IL LA' S no M Z AUD _Aer LL. I,-• 8 IR 'I-. :_- _A v - f 1 I I CONNECTOR BLOCK 1 IA 0 SOLDER ev, - ito PIA E. x G AUD ...„::::::::!::::!:::::::::::::::::::::::::,"" „,,Am R 7 A - GROJND I LLJ II%. rn Lo f x2 ..,,oPpp-_,,-- -tif o NYC' DV-SR506F SE ECTOR SWITCH- ON RN 2101P C TO A. ' mi tr CNI D FROM HOUSE NETWORK ...:4:::::::1/4:::::::::::::::::- ,W.N -ii BLOCK 1 IN DIAS MON SWITCHS 1/2 < I— Lij LAN - - ::w20::::, .4t:',:or Iti 1 ia......v ..._. .,..,,::,„„:„:P.' 13 LOCK 2 , DIAS MON SWITCH S 3/4 , r - - , es ..D 1 4 I CE\TER CLASSROOV1 LICTIRN-1 Ci) "PS RELAYS 00 BLOCK 3 LIBERTY PC—A3203—S—P—C COMAS T ------- .................... GI) .---•X 5 .--1 DIAS MON SWITCHS 5/6 I BLOCK z- 'III1I'IIIIIII'''' PilVel4 6 I I FLOOR BOX CUSTOM P_AIL MI DIAS MON SWITCHS 7/8 IR CONNECTING BLOCK 41104:::: !"""•' 0 NG l' I I een ' • :_, 1 H O K 5 K 6 '- P.O.E SWITCH REMCI[ LD (IDCFESSCHR. IP TV RECEIVER ....X I a I DIAS VON SWI cHs 9 I PN X IR 1 I IR OMPONEN1 A u E. --- R F .....:::::::::::: ..._ ............t::::::::::::: .. aAWI9 r,66° ,10 t,, e6,,,, 0 ' u ,,, , ---. !'„,--* ..,........ P 192.168.1.41 XAN TECH CB18 -16 PORT,... Cp oIRG AT i__D,cARTTA 7S:I IC: ‘ 1--- —I PORT 5PORT 7 - LAN XANTECH 29195DKIT AMINO A130 MX1 ••••.„.:::.:::, 11••••■,, I Q:\„/—R Nil C ■11.0 7 ••••::::i „4.1•::: CRES1RON CRESN IL T 0 . P OR T 5 L ___.1 PRO2 L AN\ NE [GEAR 55108 ' CEN !ER GLAsSR(DOV INTERFACE PLATE RCA :::::::::::11111111111 ,a,, ,,,- ...:::::::::::,:::„ , P OR T 6 a) cOUNCIL V0IP DIALER L j (.) BN C mx5 • ..„44.0.i., .... VGA I N Kr ,..00. 7---Th 4 ...._ F-D0H1-- zi, pop , 8, - CFNIFR VolP DIALER poRT 9 END VOID DIALER .... 5MM mx5 . VGA ::::.im ......9: ......... .-.".".:;1 . 1 (J) Iciiii:i"- IR RECEIVER [-FLOOR BOX CUSTOM II- _ATE P N X AD P. MX1 F.•:•:SIIIIIIIIII .....:::::::::::: `".. C R.T 2 C 3.5MM ::::111 / P.0.5 SWITCH REVICTE PROCESSOR 0 MX1 --.. :::: .- H 0 LiE NETWORK l■ -DOFF 1 .1..00 7 PC—A3100—S—P—C — FT VCAM 5BNCF-.5 :. ' NETCEAR JCS.516 p I PORT T 7 ■••- Sam •••PORT 5 a) WIRING FOR ALL OTHER CONFERENCE ROOMS L I NETGEAR GS108B END CLASSROOM 0 >" co < or) AV-E5 FLAT PANEL WIRING AV-E4 CONTROL WIRING L END CLASSROOV1 LICTLRI\J m(i) -C CNI Nii/ .1.a C11. 1. 1 C 0 CT) AV1.5 1' . i'—0" AV1.5 1' = 11-0" ) N.. Et = 0 R--- TV SET TOP BOX CO •"'"" ...,n- COUNCIL DATA/VIDEO PROJECTOR _A N VGA/3. 5 mm , '1 VJ Ei: TB D ADS. ,--\ 1:3 CZ mx1 1.3■N blm NA c L() 0) AV IN 0 TB D VGA/3.5 mm • CO 71: A V I\ul; A130 MXi I 1"" I N,2 t...),) RCA L-1.- ,.).JV1 M 10 Irmo WA_ PLATE IN NI 3 Co "VI- V S A. H mx3 R r A X? W AUDIO CUT -II- I 1 I r-` \ /\,/E.L. j 'L) I , E \ i , v .„, ____, , i „,i .......... 3.5kiN,` pp- c2\rx 1 LIIJIl J LI I Hie E LIBIE IIY PC-C1000E-S-W 0 S TAN D A R LL EARLS B 0 X 0 R F 70V AMP VI D , , Ct PNX 05 •-- ..-- --P_X IT- C'L A VT10 0. /1777 U. STUART DA 770-2 F.. • C7ILI\ G SPEA<:-RS Z0V--- 4 SPEA<:--RS X 8 TOA F2852CU2 R/H-f REmoTE 100% CONSTRUCTION DOCUMENTS = = o ..... ....._ 0 AV SYSTEMS ED CI CD ED DETAILS . . . . PROjE C,7: 2ac,, = = = = I 11 ii I D FR A uiN I 1 I ii 1 C i.--.iF.:-CIKED: AOE 1 11 11 1 I 11 11 I D4TE: 04/I10 REVIGIONet I 1 A 1 00% GP'S - 04/21/10 R Ti T--2C AV-E7 CONFERENCE 302 WIRING AV1.5 i' = 1'-o" A (...) REFERENCE ONLY . AV II • 5. : w NOT APPROVED WITH THIS PERMIT 0 0 c., 0 . _.. T T • T T , , , , -.f:.:,, .j . , 11114111411110 ' ' ,,.... x 0 1 rr "ii: ; ;::1 ' k ;:::: .1 A ILI . A M M 4 M M M M _ I 0 ' I I‘ 0 0 0 ..... .... .... .„.. ::: 1 .. i ____•,r• „11, .4‘11111, . , '!:,..L 0 glip .- A , fo )4111 ',, .1......i.....::„.,.........i..........:...:....•,:....;...::.:.....•.....,..,:.::-,' „, 0 0 Air 0 [-- --] i; V 0 PECK ,: ... ____ _it _ J1 0_,....., ...t_ .... ii ..... SMILEY 1 14 ETTLIN 1 , 1 \ -.. x, architects .::•,..-, .'......::.',.E.:..-..-...::• L 1 1 ::::.:••:.•.:••••••• ::::: ..... ..... :::: .,..•..,...•..: ..... ..... .... 4412 SW CORBETT AVE. PORTLAND,OREGON 97201 KEYNOTES THIS DETAIL :I PHONE(503)248.9170 FAX:(503)2484223 .. , ...,. .... 4 0 EQUIPMENT RAGK ACCESS DOOR — SEE SCHEDULE. ,—J2 =— 0 1„ 1 \ -IN 0 (2) CONTROL ROOM EQUIPMENT RACKS WITH VENTILATION FANS. PROVIDE •:::::::::::::: POWER. SEE SPECIFICATION. i \ ill 0 WALL MOUNTED AGOUSIGAL PANELS, WG-2. SEE SPECIFICATION. „•..„..... .. :: \ ::: \ ® RECITE IN ALUMINUM FRAME. 1 ...:,, it , -..,.. \ ...___ _ ____,„:,:::,_ 0 STUDIO WORK BENGH IAI/ PEGBOARD ABOVE. a) c 0 GONTROL ROOM GONSOLE — SEE 4/AS.I a) 0 PRODUGERS DESK — SEE 3/AS.I 0 U) C 0 •...- 1191 MEDIA STUDIO ENLARGED PLAN 1/4" = 1,-.- CD L. a) ca. a..) 0 > 0 < co mu) ..,c c`' T T co, T T .... I I I = 0 I CO 0 , , + , , _L_______1 0 0 0 0 0 — at:1 Cf) 1:2 CO C In DI 0 _ , , i_ : . . , ' - NI , Wil ;;------- "10 1r— C„.., N'''''' —, . _ . . . 1 . 1 VL) , 1 , 7 i 0 TYR ..... ..... II - E , , , .. ••:::: 1 ___1,1 „ , 4 E i il .. , 1 , 1 ..... :: ,..• .. I M 0 . , . , ... II 0 0 I I .' , . , - 0 „ _ , 0 . • ! . „ ... — I • ... ' I Mil 7 — ,...,: — , -----H-”' II I 1111111 CK . --- .:.:.:.".. ::: „ .. _ ::. . ' -----\ — .. 06. . 0 0 U. . . \ — i „ \ • ,, ... „ . TYP. ii..• • i..• .. RI . . , • , , ,L. 1 • _ ,,,, .... .... . , J,' .. , . , , 1 inniumen Iiiiiiiiii!iii / , . . / I I. - , , . 1 0 0 Ask w , _ 100% CONSTRUCTION .—i—, - - . - • . 1 , 1 T ----- IN T KEYNOTES THIS DETAIL . • :„„:, 1 L........„ ......, _„„ , 1 _____ _L___ __L _..... --- m DOCUMENTS , T 0 I-1/2" PIPE GRID FOR STUDIO LIGHTING. SUPPORT PIPE GRID PIPE RING A , ' •111' HANGERS ON 1/4" ALL THREAD TO EPDXY ANGHOR5 IN SLAB ABOVE. PIPE i „ MEDIA STUDIO \ • ..... GRID TO MEET/EXCEED REG'S IN SPEGIFIGATION 13080. . \ IN :::•,::::::::: \ sil ' ',0 1 :::.•••:•...•• au 1 i .i.. ... ..... ENLARGED PLAN 0 CEILING MOUNTED AGOUSIGAL PANELS, WG-4. SEE SPECIFIGATION. . um :" _ 31 _ ..... , „ m „ { 'i „:.1...„.•":.,: m — , _ ..... FROECT: 2a'0 0 MEDIA STUDIO GENERAL LIGHTING — SEE ELECTRICAL. STUDIO SPECIALTY um i . ..I . „ - iii: _______ + --1,- ..... L ISHII NG BY OTHERS ..... DRAWN: \i,J 0 EXISTING OPEN WEB METAL JOIST. CHECKED: 1-0E 0 MEDIA STUDIO CURTAIN AND TRAGK — SEE SPEGIFIGATION. EWE: OL/2-10 MEDIA STUDIO ENL. REFLECTED CEILING PLAN 1/4" = 1.-0- 111111 REVISIONS- A b00% GDS — 04/21/10 REFERENCE ONLY w I M S 1 t, w a) a. I/ 411\4,,imit.• tf._ (r.1 'NOT APPROVED WITH.THIS PERMIT © GENERAL STRUCTURAL NOTES '�, PR oF ,\5��`� 1 �ssio k, STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH STRUCTURAL OBSERVATION SLEEVES, OPENINGS,CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS %f : '° ARCHITECTURAL, MECHANICAL,AND ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL ENGINEER OF RECORD(SER)WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS .'� � `� 1mm COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL / /,,/ OREGON PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS. NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. / ✓. 1I �q� �, THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS 9'4/D L. pki V FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE STRUCTURAL OBSERVATION PROGRAM WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, BE CLEANED AND ROUGHENED TO A MINIMUM 114 AMPLITUDE, PROVIDE 3/4"CHAMFERS ON ALL EXPOSED I EXPIRES 12—31 -1 CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. ITEM OBSERVED BY(2.) COMMENTS CONCRETE EDGES, UNLESS NOTED OTHERWISE. CODE REQUIREMENTS: AOR SER VERIFY ALL BLOCKOUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,AND PLUMBING REQUIREMENTS. / CONFORM TO THE 2007 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2006 INTERNATIONAL PRIOR TO FIRST CONCRETE POUR X REF. NOTES 1, 3,4,5 BUILDING CODE (IBC). DURING INITIAL STEEL ERECTION X REF. NOTES 1, 3,4 REINFORCING STEEL: TEMPORARY CONDITIONS: REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR /� AS REQUIRED TO ADDRESS REF. NOTES 1 3,4 SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED �/--- >. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE CONTRACTOR IS RESPONSIBLE STRUCTURAL ISSUES X SHALL CONFORM TO ASTM A706. COLUMN SPIRALS SHALL BE PLAIN OR DEFORMED BARS CONFORMING TO FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE ASTM A615,GRADE 60. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH#16 ANNEALED IRON CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. WIRE CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE PROGRAM FOOTNOTES: EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. BARS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS,AS SPECIFIED 1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SER IN ADVANCE. BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE"ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE EXISTING CONDITIONS: 2. SER-STRUCTURAL ENGINEER OF RECORD. STRUCTURES,"ACE 315. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULE, P E C K ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED.THE CONTRACTOR SHALL AOR-ARCHITECT OF RECORD. EXCEPT AS NOTED. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. MECHANICAL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. SPLICES NOTED ON THE PLANS SHALL BE DAYTON BAR-GRIP SPLICES OR APPROVED WITH A CURRENT ICC S M I L E Y 3. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT. APPROVAL REPORT. E T T L I N DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD 4. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWING, a r c h i t e c t s LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.)REDUCED SPECIAL INSPECTION IS STILL REQUIRED. TYPICAL WALL AND SLAB LAP SLICE LENGTH SCHEDULE (IN.) PER OSSC: 5. AFTER REINFORCING STEEL HAS BEEN INSTALLED. DESIGN CRITERIA. BAR 4000 P.S.I. SIZE CASE 1 CASE 2 4412 SW CORBETT AVE. #3 16 16 PORTLAND, OREGON 97201 u SPECIAL INSPECTION: PHONE: (503)248-9170 G EOTECH I CAL CRITERIA SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS #4 20 18 FAX: (503)248-0223 GEOTECH SOLUTIONS INC. DATED MARCH 12, 2004 AND SUMMARIZED IN THE SPECIAL INSPECTION PROGRAM ON SHEET S0.3. CONTRACTOR SHALL PROVIDE SUFFICIENT #5 28 24 DESIGN BASED ON REPORT BY: GEOTECH SOLUTIONS INC. DATED MAY 27, 2009 NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. #6 37 28 RETAINING WALLS-BRACED AT TOP 55 PCF(EQUIVALENT FLUID PRESSURE) #7 60 40 RETAINING WALLS--SEISMIC 12 PCF (INVERTED EQUIVALENT FLUID PRESSURE) SUBMITTALS: ALLOWABLE SOIL PRESSURE: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL NOTES: STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: 0 ON NATIVE SOIL 2,500 PSF 1. CASE 1 APPLIES TO BAR WITH CLEAR COVER< 1 1/2". SHORT TERM LOADING 5,000 PSF DEFERRED CASE 2 APPLIES TO BAR WITH CLEAR COVER> 1 1/2". CO ITEM SUBMITTALS SUBMITTALS COMMENTS ! P® T (1,4) (2,4) 2. FOR CENTER-TO-CENTER SPACING LESS THAN 4db MULTIPLY ERIA LAP LENGTHS ABOVE BY 1.3. CONCRETE MIX DESIGNS X Cti BASIC WIND SPEED CONCRETE REINFORCEMENT X CONCRETE ANCHORAGES X 3, FOR TOP BARS, CAST ABOVE 12"OF CONCRETE, MULTIPLY LAP ,,, MAIN WIND FORCE RESISTING SYSTEM 95 MPH (3-SECOND GUST)PER ASCE 7-05 LENGTHS ABOVE BY 1.3. COMPONENTS AND CLADDINGS 95 MPH (3-SECOND GUST)PER ASCE 7-05 STRUCTURAL STEEL X REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: 0 EXPOSURE B STEEL WELDING PROCEDURES X STEEL FASTENERS X USE COVER Cn IMPORTANCE FACTOR Iw= 1.15 BUCKLING-RESTRAINED BRACES X GUST/INTERNAL PRESSURE GCpI=+1-0.18 SLAB BARS 1" (1) i MEP EQUIPMENT ANCHORAGE AND X NOTE 3 WALL BARS: INTERIOR FACES 1" C F... BRACING EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 AND SMALLER) ° Et SEISMIC CRITERIA COMMUNICATIONS TOWER X 2"(#6 AND LARGER) O OCCUPANCY CATEGORY IV Q ACCESS FLOOR X FOOTING BARS 3" CC) 0 r.;s SEISMIC DESIGN CATEGORY D --- ...` ..... '"■'` ' 'ir" .r.b . .Ai ror.. '"` ��"�` 'i`'' .�` - „ . - � , . 'V 2 W6-"ni SITE CLASS D SUSPENDED CEILING SYSTEMS X CONCRETE REINFORCING DETAILS: AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF TWO#5 BARS OVER, UNDER AND AT THE SIDES OF THE IMPORTANCE FACTOR IE = 1.5 STORAGE RACKS X OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24”PAST THE OPENING. PROVIDE ONE#5 CO rt 0 MCE SPECTRAL ACCELERATION Ss =0.952 Si =0.341 ��r•••r--- - .. FOR SINGLE-LAYER REINFORCING AND TWO#5 FOR DOUBLE-LAYER REINFORCING,4'-O"LONG, DIAGONALLY AT ! '} . t z '' ° , ' . 1' C, ` EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS SITE COEFFICIENT Fa = 1.12 FV = 1.72 IN SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE mit 0 DESIGN SPECTRAL ACCELERATION Sps =0.710 SDI =0.391 FOOTNOTES: PROVIDED TO MATCH SLAB REINFORCING. PROVIDE TWO #4,4'-0"LONG DIAGONALLY AT EACH RE-ENTRANT EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-05, 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. ANALYSIS PROCEDURE SECTION 12.$ STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL X DIRECTION(E/W) Y DIRECTION (HIS) DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE CONCRETE ACCESSORIES: STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE EXPANSION BOLTS SHALL BE HILTI KWIK BOLT TZ,SIMPSON STRONG-BOLT, OR APPROVED WITH EQUAL ICC TYPE B5, SPECIAL REINFORCED TYPE B5, SPECIAL REINFORCED ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER. ALLOWABLE TENSION AND SHEAR VALUES. EXPANSION BOLTS SHALL BE INSTALLED IN STRICT CONFORMANCE SEISMIC LATERAL RESISTING CONCRETE SHEAR WALLS AND CONCRETE SHEAR WALLS AND WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE Ca) SYSTEM (SLRS) TYPE B25, BUCKLING - TYPE B25, BUCKLING- 2. DESIGN DRAWINGS, SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS DURING INSTALLATION. RESTRAINED BRACED FRAMES RESTRAINED BRACED FRAMES THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER Ct RESPONSE MODIFICATION FACTOR R=6.0 R=6.0 REGISTERED IN THE STATE OF OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO EPDXY ADHESIVE SHALL BE HILTI HIT-RE 500-SD OR APPROVED WITH EQUAL ICC ALLOWABLE TENSION AND SHEAR 06 FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, SEISMIC RESPONSE COEFFICIENT Cs=0.178 Cs= 0.178 CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. VALUES. EPDXY ADHESIVE SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S DESIGN BASE SHEAR 482 KIPS 482 KIPS RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. LL DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER"DESIGN CRITERIA". REDUNDANCY FACTOR rho= 1.0 rho= 1.0 DESIGN ELASTIC STORY DRIFT A =0.50" A =0.50" 3. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING,AND ELECTRICAL STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE DESIGN INELASTIC STORY DRIFT A - 1,50" A - 1.50" EQUIPMENT, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS TO STRUCTURE . SHALL CONFORM TO ASCE 7-05 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. ASTM A992, GRADE 50 WIDE FLANGE SHAPES k f ASTM A572, GRADE 50 PLATES WHERE NOTED DESIGN AND DETAILING WAS BASED ON CRITERIA FOR SEISMIC DESIGN CATEGORY D. 4. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE ASTM A36 CHANNELS, PLATES AND ANGLES, EXCEPT AS NOTED STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER ASTM A500, GRADE B (FY=46 KSI) HOLLOW STRUCTURAL SECTIONS(TUBES) SEISMIC LOAD RESISTING SYSTEM: REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ASTM A53, GRADE B (FY=35 KSI) PIPES Consulting Engineers , CONSTRUCTION. - - - - 111 SW 5th Avenue THE SEISMIC LOAD RESISTING SYSTEM (SLRS)FOR THE COMPLETED STRUCTURE IS AS FOLLOWS: DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE Suite 2500 CONCRETE: DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"WITH "COMMENTARY"AND THE Portland,Oregon 97204 ATHIS WORK IS FOR A MANDATORY SEISMIC UPGRADE. THE DESIGN CRITERIA FOR THE UPGRADE FOLLOWS THE 503.227.3251 REQUIREMENTS FOR A MANDATORY CURRENT CODE SEISMIC UPGRADE FROM OCCUPANCY CATEGORY II TO CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED "CODE OF STANDARD PRACTICE",WITH EXCEPTIONS NOTED IN SPECIFICATIONS. REFERENCE SPECIFICATIONS OCCUPANCY CATEGORY IV,AND ALSO AS AN ESSENTIAL FACILITY. BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE AS FOLLOWS: FOR ADDITIONAL REQUIREMENTS FOR MEMBERS PART OF THE SEISMIC LOAD RESISTING SYSTEM(SLRS). 100% CONSTRUCTION TYPE B25 BUCKLING-RESTRAINED BRACED FRAMES ON GRIDS C,2.7, 3, 5, 7,9,AND 9.7, TYPE B5 SPECIAL ABSOLUTE WATER-CEMENT RATIO BY WEIGHT BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH REINFORCED CONCRETE SHEAR WALLS ON GRIDS A AND 7. TRANSFER OF LATERAL LOADS FROM ROOF AND fc(PSI) NON AIR-ENTRAINED AIR-ENTRAINED USE STRENGTH BOLTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS USED AS DOCUMENTS FLOOR DIAPHRAGMS TO BRACED FRAMES AND SHEAR WALLS ARE PROVIDED BY ROOF AND FLOOR BEAMS ON 4,000 .50 .45 ALL USES PART OF THE SEISMIC LOAD RESISTING SYSTEM(SLRS)NOTED ON THE DRAWINGS AND DETAILS SHALL BE GRIDS C, 2.7, 3, 5, 7, 9 ,AND 9.7. FULLY TENSIONED AND ALL FAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR BETTER VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH SLIP-CRITICAL JOINTS. REFERENCE SHEETS S3.1 THRU S3.3 FOR SLRS ELEVATIONS AND DETAILS. REFERENCE PLANS FOR ADDITIONAL MOISTURE SENSITIVE FLOOR COVERINGS. GENERAL SLRS COMPONENTS AND DETAILS. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. STRUCTURAL NOTES MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS)AS ALL WELDED CONNECTIONS FOR ELEMENTS OF THE LATERAL LOAD RESISTING SYSTEM SHALL BE CONSIDERED REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER.THE WPS VARIABLES SHALL BE WITHIN "SEISMIC CRITICAL". REFER TO THE PROJECT SPECIFICATIONS FOR DETAILING, INSTALLATION,TESTING AND fc(PSI) MINIMUM CEMENT PER CUBIC YARD THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. FOR MEMBERS INCLUDED IN THE 209115.11 INSPECTION REQUIREMENTS FOR SEISMIC CRITICAL WELDS. 4,000 550 LBS. SEISMIC LOAD RESISTING SYSTEM(SLRS), REQUIREMENTS OF AWS D1.8 (SEISMIC SUPPLEMENT)SHALL APPLY. ALL WELDS USED IN MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC LOAD RESISTING SYSTEM DRAVA C.S FLYASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A)TYPE F OR TYPE C, MAY BE USED TO REPLACE UP (SLRS)SHALL BE MADE WITH A FILLER METAL THAT HAS A MINIMUM CHARPY V-NOTCH (CVN)TOUGHNESS OF 20 IE TO 20%OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. FT-LBS AT 0 DEGREES F,AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. ALL oe° ' COMPLETE JOINT PENETRATION WELDS DESIGNATED AS DEMAND CRITICAL SHALL BE MADE WITH FILLER METAL pit 123/0 THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA COMPLIANT WITH OSSC THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT MINUS 20 DEGREES F,AND 40 FT-LBS AT 70 DEGREES F. SECTION 1905,A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES AND CONNECTIONS NOT PART r CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER IN OF THE SLRS, WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS A 01/12110 PLAN REVIEW CONJUNCTION WITH THE CONCRETE MIX DESIGN. AT 40 DEGREES F. 051110 FL$FLAN A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC LOAD RESISTING SYSTEM, REVIEW MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES.A HIGH-RANGE DISCONTINUITIES CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS,SUCH AS TACK WATER-REDUCING (HRWR)ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE WELDS, ERECTION AIDS,AIR-ARC GOUGING,AND FLAME CUTTING, SHALL BE REPAIRED AS REQUIRED BY THE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". AN AIR-ENTRAINING AGENT CONFORMING TO ASTM STRUCTURAL ENGINEER. C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5%± 1%BY VOLUME. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. w 1— i - 4 4 (44 I 4 4 ,, e' . 0 ix A■:4 10',kA4'I, It,O,t r i I 144 zi S 0 a 2 < r.r, :weft, lir 47,T,,,;‘,I' w Q g CNI 0 ,,,,,,...,„ \ PRoe S STATEMENT OF S INSPECTIONS AND TESTING ;;F ]OREGON ,� f4yzI \ SPECIAL ! EXPIRES 12-31-11 1 TABLE I - REQ INSPECTIONS TABLE 4 - REQUIRED SPE INSPECTIONS for SEISMIC RESISTANCE INSPECTION INSPECTION FREQUENCY - / SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS SYSTEM or MATERIAL REMARKS IBC CODE CODE or STANDARD REFERENCE REFERENCE Continuous Periodic REFERENCE REFERENCE Continuous Periodic SOILS _ GENERAL • VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE DESIGNATED SEISMIC LOAD-RESISTING SYSTEMS (SLRS) 1705 3 REFERENCE GENERAL STRUCTURAL NOTES FOR TO ACHIEVE THE DESIGN BEARING CAPACITY. X IN STRUCTURES OF SEISMIC DESIGN CATEGORY C, D, E 1707.1 X OUTLINE OF (SLRS)SYSTEM. REFERENCE TABLE 4 FOR OR F _MATERIAL SPECIFIC INSPECTIONS REQUIREMENTS. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DESIGNATED SEISMIC SYSTEMS (SECONDARY)IN X REFERENCE TABLE N1 AND N2 FOR INSPECTION PECK DEPTH AND HAVE REACHED PROPER MATERIAL. X STRUCTURES OF SEISMIC DESIGN CATEGORY D,E OR F REQUIREMENTS S M I L E Y PERFORM CLASSIFICATION AND TESTING OF SUSPENDED EILING SYSTEMS AND THEIR ANCHORAGE 1705.3 X E T T L I N CONTROLLED FILL MATERIALS. X - - a r c h i t e c t s 1704.7 GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER VERIFY USE OF PROPER MATERIALS, DENSITIES AND A ACCESS FLOORS AND THEIR ANCHORAGE 1705.3 X LIFT THICKNESSES DURING PLACEMENT AND X COMPACTION OF CONTROLLED FILL. STEEL STORAGE RACKS AND THEIR ANCHORAGE, 4412 SW CORBETT AVE. WHERE THE IMPORTANCE FACTOR IS EQUAL TO 1.5 1705'3 ASCE 7, 15.5.3 X PORTLAND, OREGON 97201 PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE PHONE: (503)248-9170 SUBGRADE AND VERIFY THAT SITE HAS BEEN X STE FAX: (503)248-0223 PREPARED PROPERLY. WELDING OF THE SEISMIC FORCE- RESISTING SYSTEM EXC 1707 2 AISC 341 Q5.1 X REFER TO TABLE 2 FOR FABRICATOR AND WELDING •TABLE 2 .. REQUIRED STRUCTURAL SPECIAL INSPECTIONS SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 22052 D1.1 SEC TION 6 X SPECIAL INSPECTION REQUIREMENTS S- 5/16" IN THE SEISMIC FORCE-RESISTING SYSTEM SEC a) INSPECTION AISC 341 Q5.3 '° SYSTEM or MATERIAL REMARKS HIGH STRENGTH BOLT INSTALLATION IN THE SEISMIC RCSC SPECIFICATION REFER TO TABLE 2 FOR HIGH STRENGTH BOLTING a) IBC CODE CODE or STANDARD FREQUENCY FORCE-RESISTING SYSTEM FOR STRUCTURAL SPECIAL INSPECTION REQUIREMENTS REFERENCE REFERENCE Continuous Periodic JOINTS USING ASTM 0 2205.2 A325 OR A490 BOLTS FABRICATORS SEISMIC FORCE RESISTING SYSTEM PROTECTED ZONES AISC 341 Q5.4 X SPECIAL INSPECTIONS APPLY TO VERIFYING THAT WHERE FABRICATION OF STRUCTURAL LOAD-BEARING THERE ARE NO HOLES OR UNAPPROVED ATTACHMENTS MEMBERS AND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL FABRICATORS 1704.2 X INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY TABLE 2 AND AS REQUIRED ELSEWHERE a) IN THE SPECIAL INSPECTION PROGRAM. REFERENCE STATEMENT OF SPECIAL INSPECTION NOTES: CI SECTION 1704.2.2 FOR FABRICATOR APPROVAL. 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION_1704 OF THE 2007 OSSC. REFER TO TABLES 1 THROUGH 5 FOR SPECIAL INSPECTION AND TABLES 6 AND 7 FOR TESTING 0 CONCRETE REQUIREMENTS. CO 1704.4 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM REINFORCING STEEL 1907.5 ACI 318 1.3.2.0 X E329(MATERIALS),ASTM D3740 (SOILS),ASTM C1077(CONCRETE), ASTM A880 (STEEL),AND ASTM E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL 1913.4 ACI 318 7.5 FURNISH TO THE [STRUCTURAL] [ENGINEER] [ARCHITECT]A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING 1704 31 ACI 318 3.5.2 OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. Ct WELDING REINFORCING STEEL 1903.1 AWS D1.4, SECTION 7 REFER TO STEEL FOR WELDING REQUIREMENTS CA D 0 1704.4 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE c PLACEMENT OF CAST-IN-PLACE ANCHOR BOLTS 1911.1 ACI 318 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 1912.1 E -._ - 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, [STRUCTURAL][ENGINEER][ARCHITECT],CONTRACTOR, 1704.4 AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT INDICATION THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED e CO 0 1904 ACI 318 1.3.2.A AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. VERIFYING USE OF REQUIRED MIX DESIGN(S) 1905.2-4 ACI 318, CHAPTER 4 ACI X F- 1913.2 318 5.2-5.4 1913.3 CONTRACTOR RESPONSIBILITY: C a CO CONCRETE PLACEMENT 1704.4 ACI 318 1.3.2.D X FOR OCCUPANCY CATEGORY III AND IV STRUCTURES,THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM, 1905.9-10 ACI 318 5.9-5.10 SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND OR A WIND-OR SEISMIC-RESISTING COMPONENT LISTED IN TABLES 4,5 AND 7. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING VERIFICATION OF FORMWORK 1704.4 ACI 318 6.1.1 X DIMENSIONS OF THE CONCRETE MEMBER BEING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK OR THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN 1906.1 FORMED THE FOLLOWING: REINFORCING STEEL MECHANICAL COUPLERS, ICC EVALUATION A NED IN THE STATEMENT OF SPECIAL INSPECTIONS. 0 TERMINATORS AND FORMSAVERS REPORTS X 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONT I Et STEEL 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. 06 FABRICATION OF STRUCTURAL ELEMENTS 1704.2 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS 3, PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. LL MATERIAL VERIFICATION OF STRUCTURAL STEEL 1704.3 ASTM A6 X CERTIFIED MILL TEST REPORTS 2203.1 AISC 360 A3.1 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S)EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. F-- MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS 1704.3 AISC 360 A3.3 X MANUFACTURER'S CERTIFIED TEST REPORTS MATERIAL VERIFICATION OF ANCHOR BOLTS AND 1704.3 AISC 360 A3.4 X MANUFACTURERS CERTIFIED TEST REPORTS TESTING THREADED RODS MATERIAL VERIFICATION OF WELD FILLER METALS 1704.3 AISC 360 A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS TABLE ® VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS -' R Q I R TESTING for SPECIAL INSPECTIONS Engineers ineers COMPLETE AND PARTIAL PENETRATION GROOVE X WELDS TESTING 111 Avenue Suite 2500 MULTIPASS FILLET WELDS AWS 01.1 X FREQUENCY Portland,Oregon 97204 1704.3.1 ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS 503-227-3251 SINGLE PASS FILLET WELDS GREATER THAN 5/16" SECTION 6 X REFERENCE REFERENCE SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO Continuous Periodic X 5/16" 100% CONSTRUCTION RCSC SPECIFICATION GEOTECHNICAL DOCUMENTS FOR STRUCTURAL FILL IN-PLACE DENSITY OR PREPARED VARIES; MINIMUM PER X BY THE GEOTECHNICAL ENGINEER SNUG-TIGHT HIGH STRENGTH BOLT INSTALLATION 1704.3.3.2 JOINTS USING ASTM X ALL CONNECTIONS VISUALLY INSPECTED SUBGRADE DENSITY IBC APPENDIX J107.5 A325 OR A490 BOLTS SECTION 9 1704.7 VARIES; CLASSIFICATION STATEMENT OF VERIFICATION OF FRAME JOINT DETAILS INCLUDING MATERIAL VERIFICATION AND TESTING OF X BY THE GEOTECHNICAL ENGINEER SPECIAL INSPECTIONS MEMBER AND COMPONENT LOCATIONS, BRACING,AND 1704.3.2 X(a) CONTROLLED FILL AND TESTING STIFFENERS MATERIALS MATERIAL VERIFICATION OF REINFORCING STEEL FOR X CERTIFIED MILL TEST REPORT5 209115.11 WELDING CONCRETE F MATERIAL VERIFICATION OF WELD FILLER METALS X MANUFACTURER'S CERTIFIED TEST REPORTS - DRAM GIB 1?04.3.1 ACI 318 3.5.2 CONCRETE STRENGTH ASTM C39 EACH 150 CY NOR LESS VERIFYING USE OF PROPER WPS'S AWS D1.4 SECTION 7 X COPY OF WELDING PROCEDURE SPECIFICATIONS CONCRETE SLUMP ASTM C143 THAN EACH 5000 SF OF 1E VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS 1704.4 1905.6 SLAB OR WALL PLACED FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED CONCRETE AIR CONTENT ASTM C231 PAZ 04/23/10 WELDING REINFORCING EXCEPT AS NOTED OTHERWISE X ALL WELDS VISUALLY INSPECTED PER AWS D1.4 7.5 EACH DAY CONCRETE TEMPERATURE ASTM C1064 POST INSTALLED CONCRETE ANCHORS STEEL A /�,� 8..5 PLAN SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT - REVIEW NAME,TYPE,AND DIMENSIONS, HOLE DIMENSIONS, MAGNETIC PARTICLE (MT)AND MT-AWS D1.1 6.14.4 UT- PER DRAWINGS ULTRASONIC (UT)TESTING OF WELDS AWS D1.1 6.13&6.14.3 INSTALLATION IN HARDENED CONCRETE 1703.4.2 ICC EVALUATION X COMPLIANCE WITH DRILL BIT REQUIREMENTS, 1704.13.3 REPORT CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE EXPIRATION DATE,ANCHOR/ADHESIVE INSTALLATION, MAGNETIC PARTICLE (MT)AND „ ANCHOR EMBEDMENT,AND TIGHTENING TORQUE ULTRASONIC (UT)TESTING OF COMPLETE AISC 341 Q5.2 MT- UT 100% OF WELDS JOINT PENETRATION GROOVE (CJP) 1708.4 AWS D1.1 6.14.4 UT- MT 25 OF WELDS REFER TO DRAWINGS FOR LOCATIONS WELDS IN MATERIALS 5/16"THICK AND AWS D1.1 6.13&6.14.3 GREATER u) t.0 Ili SO3 :: . W u) a. 0 0 cv e #4 EPDXY-DOWELS ------- HOUSEKEEPING PAD - CL OF COLUMN, `'`- WHERE OCCURS FOOTING AND CURB @ 24"o.c.AT PAD REF.PLAN RI B RI B RI a PERIMETER TOP OF CURB *\W" PR©fi�S�i FOUNDATION PLAN NOTES: ��t Nei oy SLAB ON GRADE I TOP OF SLAB 3" 13"-11Yz" 11'-5�" 3" EL. -0'-fi'" REF. PLAN "ISOLATION JOINT EL. -2'-0" TOP OF C RB 1. XXX,XX') INDICATES BOTTOM OF FOOTING ELEVATION RELATIVE TO 15,773 `� TOP OF SLAB w/PREMOLDED (-4.25`} EL.-O'-8" -4,00'} (-3.75') ,{ EL._1'_6" THE DATUM ELEVATION. REF.ARCH. DWGS. FOR DATUM ' ELEVATION. �JOINT FILLER f="1SQLATfQN JOINT w� ' ■r NM �q OREGO �ti_ _.-- 1111111111141_ _ TOP OF SLAB • . '�' ,- PREMOLDED JOINT FILLER R` ! "PO 1! I �.�� c 2. EL.XXX-XX" INDICATES TOP OF SLAB ELEVATION. ✓�,AN 21 ��' ��, `ti -- 4 SEAL JOINT w/JOINT SEALER Y �ANI N �D �� V ✓ II O 00 °o • ° • o ° • ° • O 0 a • O ° ' O °o • REF.ARCH. DWGS. -{°.�' it, �!� 3. TOP OF CURB INDICATES TOP OF CURB ELEVATION. °o • °o • °0 . 0 °o • °o • 0 0 • 0 4,+ +°` +�+ +�+ EL.XXX-XX" 1 �xQ� 12-31--11 I O p o a o o a FUEL TANK O . 0000000000000000000000000000 '� cjFy+ � c�� i REF. MECH. DWGS. 4. FIELD VERIFY EXISTING DIMENSIONS AND ELEVATIONS. °_`� ° . 1=1 "' `" 0' _ 0 t ', i HSS COLUMN ,�, i 1-1 I I-1�II I I--1 I 1-111-111-11 I-•-11-f 1-I I f-1 I f-I I--11 REF. PLAN o - f ' H.K.-1 5. REF.ARCHITECTURAL DWGS. FOR DIMENSIONS NOT GIVEN. r... TOP OF CURB � _ _ � EL. (E)PAVING I COLUMN BASE PL - " _ _ _ 6. INDICATES 6" CONCRETE SLAB ON GRADE wl#4 @ 12"o.c. 6 ATP6 5t,►--- SLAB CONTROL JOINT S.O.G.-1 EACH WAY AT SLAB CENTERLINE. SLAB ON GRADE �_ ( ) TYP. REF. PLAN _ _ _ _ _ CONCRETE FOOTING lir S7.1 PLACE 7. ► S 6"(MIN.)CONCRETE HOUSEKEEPING PAD ``' ,-�-�+� ►. H.K.-1 w/#5 12" { RI D 11, /_ TYP. /\ @ 12 o.c. ACH WAY AT PAD CENTERLINE. lii or Ail TOP OF SLAB ' ----j (-4.50') TA all Nig, 8. ALL STRUCTURAL STEEL AND STRUCTURAL FASTENERS•: ±EL. REF. PLAN - - +�- �, �� (-4.00') SHALL BE HOT-DIPPED GALVANIZED. 4 • i I �co t+ �I • °° p • I- - - _ - - -I CL OF COLUMN ° TYP. '�` 6„ ' ° ° t i:c) 5 4 TY S O P OF CURB P E C K Z ° p ° AND FOOTING '`" 57.1 r= 2 1 - 0 . O° 0 ° S7.1 S M I L EY ° ° i 1 1 • • °° p e Ovv-'-' { {'4.50') ©° , °° i,, I1- , 1 S.O.G.-1 E T T L I N po ° .� � , is ,!� „ architects p e 0 p • ° p • 4 . ° p • , , 00 . . 0. . . O° p • , ° ,, • °ci=1 t-. I. I ►�_: 0 "0 o o I .-..-I l UNDERSLAB CONCRETE CURB 9, AIM ° o a o , � ° • % ... .•.,i F REQUIREMENTS +6 111.:.°11==1 I 1 1 1 1-11 I--111=11=1 11-=:i' REF.4/57.1 5G' �*'A t �o+�+ ��a+ ,>'�ca 4412 SW CORBETT AVE. �, 1'-6" �, (2)#4 CONT. t_ - H.K.1 PORTLAND, OREGON 97201 b ! ' , I I TOP OF CURB PHONE: (503)248-9170 ° EL. -0'-6" FAX: (503)248-0223 COLUMN �i � _ . . . . . .,. . . _ . . . � {_4.75'} SLAB EDGE ADD HOUSEKEEPING PAD PQURBACK ° `_� I (-5.25') ►- GENERATOR ,�-- !. r REF. MECH. DWGS. 1 -'I -4 ��'7.1 SLAB ON GRADE RID Ir �� E C a) ABOVE FOOTING � ! ArAll 4-0 (3) HSS COLUMN `\ +�+ � r. -.. . - - - - _.. � _ . . - IsC REF. PLAN ray° 0' co+ a) TYP. 34 6 CL OF COLUMN �„..„.''- _ +�` �� i r 1 3V, liii BASE PLY",w/ 2 %"O = „ ''� 0{ ) AND FOOTING BASE PL 1 x14x1-2 . i H K-1 ASTM F1554 GRADE 36 wl 4 /"O ASTM F1554\ r ' A C OR RODS 5 1 I I GRADE 36 ANCHOR BOLTS 1` i i LOCATE ANCHORS ON /16 2" ANCHORS MUST BE - -° -- - _. °- ° -- -� -- "' •� A TOP OF CURB SIDE OF POST OPPOSITE TYP. _("s\ DOORWAY COLUMN +1i, I i CAST-IN AND NOT POST- _ EL.-1-0" -�-•' POURBACK / / / I INSTALLED r? PAII ii,z,„" l --- /� ----- �'it ..-t‘' / ct) 4"" ," MIN. I I RID ;,.. . HSS POST ISOLATION 1 i -�"--= PAVING 1) + Ii (-5.75") •R( 5.50') . {-5.25') 3/16 ,� REF. PLAN JOINT I i REF. CIVIL ��-�-� � _;kb O. SLAB ON I i co+ f OP OF CURB + TOP OF SLAB CL OF POST - COLUMN POURBACK co+ TOP OF SLAB cam EL. -1'-0=, 5� EL. -3"-0" 0 „ REF. PLAN E ••Z•� EL. -3-6 ." .<� CO 1 NON-SHRINK GROUT I 3" TOP OF CURB U) y2"O WEEP HOLE s l ._. __.. .... _ _ EL. -2'-2" N I { € i III r) -- C ° - ° 6" , I GENERATOR ENCLOSURE F PLAN ~ c ► , a / MIN. ' . 12" NON-SHRINK GROUT 1 1 --{ o • O 0 . O MI MME ' D 0 F--- t'ill ' '4 i� t ° ` p o a p � �1►`T�:� 1/8"=11-0" . aa 0 rl -C3 2 CT �_ ----.-- TOP OF SLAB C_\, °� RI' RI r RI B � EL. REF. PLAN ,� Q �? < • • �- �- �.. ROOF PLAN NOTES: ._. .- \ . ... :.• 1'-5" EL.XXX'-XX" co ct o 1'-5' / 13'-11Y" / 11'-5 �f 1. INDICATES BOTTOM OF DECK ELEVATION. 1::: 00 - .. - - `�. TYP. O • O° , °D a 0 °o • p 00 a�,Q o° �,a s- 57 2 2. D- 1 INDICATES SPAN DIRECTION OF 1 Y"-18 GA. HR-36 ROOF p © p ° ° o }-- - ''`--�- DECK{AEP SPAN) FORA 3-SPAN CONDITION. USE#12-24 E CD w • m '__ V'"+" -- TEKS SCREWS a} 12"O.c.AT TRANSVERSE, LONGITUDINAL,° °° 3,"CLR. .�,. W12x2fi W12x2fi AND PERIMETER SUPPORTS. USE#12-14 TEKS SCREWS @ V ////o ,-III-111 • • • • � / / SIDES (7)#4 EACH WAY RI i (2)HSS6x4x;�4 .•�3)HSS6x4x {B LO (3 HSS6x4x 1 18"o.c. AT SIDELAP CONNECTION.DECK SHALL CONFORM • a a ° • o° ° a o° 0 • o° o • 4 i 1T 11IT --- TOP AND BOTTOM {BELOW} ' BELOW} S7,2 TO ASTM A653, G90. DO NOT HANG OR SUSPEND 0 o p a �� TYP. 3° o ' 0° o 00 o ' 00 0 o ° i 111-"„11 i- I 3 t,-". °' RI STRUCTURAL OR NON-STRUCTURAL ITEMS DIRECTLY FROM 0 ;�i�"--i i°�--�0 . ,00 . 0- . . 0 ,,, � --��., �- r i (2)#5 EACH WAY AT -a l 57.2 0 ROOF DECK. III, 111,;, II 1,�-,I11,�,1I1,�-III-;-,111,-,I Il, lllr, i` 5'-0"x5'-fl" EACH ANCHOR BOLT (1) HSS6x4xY� w (X / HEAD v (BELOW) I TYP' a' m I x 3. D- 2 INDICATES VERTICAL SPANNING 1 %2"-26 GA. BOX RIB WALL 06 NOTE: '.`�"".1"' DECK(AEP SPAN)FOR A 3-SPAN CONDITION. USE#12-24 REF. 5/S7.1 FOR INFORMATION NOT SHOWN. /2"O WEEP HOLE I , 4 TYP' TEKS SCREWS @ 12"o.c.AT TRANSVERSE, LONGITUDINAL, LL_ t co � COLUMN � 57.2 AND PERIMETER SUPPORTS. USE#12-14 TEKS SCREWS @ �'H B S POST O N N . TC T H I C 1 . S�"AB HSS AT FOOTING _ 18"o.c.AT SIDELAP CONNECTION. DECK SHALL CONFORM �. (1) H •x4x ,-. TO ASTM A653, G90. DO NOT HANG OR SUSPEND 6 1,f+1'y0" S7.1 1"=1'_0" SS7.1 (BELOW ^_ W12x35 I a'"` STRUCTURAL OR NON-STRUCTURAL ITEMS DIRECTLY FROM RI s \ -- WALL DECK. A RI 1 0 8 TYP.AT S 4. REF.ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT Brig w TYP. w '�REF.ARCH. DWGS, GIVEN. 57.2 HSS BELOW FOR HSS WALL °' a' FRAMING Engineers c' ` rn rn 2 X c"v ELEVATIONS 5. ALL STRUCTURAL STEEL AND STRUCTURAL FASTENERS Consulting Engineers t-- - r �t t-- SHALL BE HOT-DIPPED GALVANIZED. 111 SW 5th Avenue ...� 57.1 �; D- 2 Suite 2500 REF. IT s _ / � - ---•-.•- TYP.AT WALLS Portland,Oregon 97204 PLAN .-. /' (4)SIDES 503-227-3251 �� TYP. W 12x35 R -. .. 100% CONSTRUCTION SLAB ON GRADE TOP OF CURB (2) HSS6x4xX'"�� REF. PLAN (BELOW) I 4 TYP. DOCUMENTS • EL. REF. PLAN I ' SAW CUT JOINT ,,,� 57.2 9 (SAW SAME DAY �. , �� •.q7 , b {1) HSS6x4x�� 1,!..AS POUR)FILL wl 4 r � , ` �'* �;` ,�.�,�. i, (BELOW) f� a' I o) GENERATOR I JOINT SEALER. #5 @ 24"o,c. I ` '4 6 TYP.AT 1 +� - ENCLOSURE PLANS REF. PLAN FOR rt- i 57.2 HSS BELOW {r AND DETAILS LOCATIONS 3 � .44. / (3)#4 CONT. (2) HSS6x4x�� RIB (BELOW) .. w12x35 r-- HSS (BELOW) pct= 209115.14 ..i MOJA"� REF.9/S7.2 TOP OF SLAB (2)HSS6x4x '"� "� 1 EL. REF. PLAN �` (BELOW) g i • • • •' amac IE (1) HSS6x4xY-•'" ````1 rn a, f TYP.AT Dpt� �,� o • G 0 0 0 0 O • 0 p • ° '4 D • C3 (BELOW) /�� " >C F. o °ono °o n 0 °0 n , °o a °o C9. 2 Lb A C.. HSS BELOW (--\ t30 o0 o0 . 000 . 0 ' . 1 e- r 0 °Q • D °0 . 0 °Q • 1 °D s O °D • p t.. • a °0 • 1 ; 9 A 100% CD'S- 4/27/10 If WY C0 U -�1 1--I 1 1---17° :,- a g . (7\ (2) HSS6x4x 1 CL Z • °■ • . . o • °o • v Q • ` (BELOW) i"" O Q O O �� mow••�••w w wij1 ::= i�r��r�•��+��• © 1 1I7 ° 0 2 RID W LLV f a � ° °° ° ' n° °° �° 0 a o n` t]! 0 `(-, .�""'"'� W12x26 W12x26 C3 W ( 1_ .1v9.171 . . 0�,� °0 . 0 °0 . 0 °0 • ., U r� _. D CI) w UNDISTURBED ,i C� (3) HSS6x4x/,� (3)HSS6x4x�,� of 0 SOIL ---111 I lei 1:1 I.,.�..1 ;1;1 k---1 r;.".I 11 m 0 of (BELOW) (BELOW) 'toW a. (2)#4 CONT. 1'-6" EQ. EQ. EQ. w i- v N S7 . 1 1 < a. 4 SLAB EDGE AT CURB GENERATOR ENCLOSUREROOFPLAN a. 0 1/8"=11-0" N 1"=11-0" S7.1 0 stiogillog RID GL OF BEAM RID ��' tc 1 N fi °y CL OF BEAM - CL OF COLUMN ct. k 15,773 Nip c- AND W.P. AND BEAM W.P. ` REF. PLAN WF BEAM RUNNING IN ROOF DECK CONNECTION OPPOSITE DIRECTION dr/4., REF. PLAN SHOWN DASHED FOR ' OREGON CLARITY V. 19°'� F,�g1� 2i 801 ROOF DECK ROOF DECK L. 1 HSS COLUMN ! WALL SIDING REF. PLAN REF. PLAN I EXPIRES 1 2--31--11 I BEYOND ► l REF.ARCH. _ r REF. PLAN 1 ! W.P, �� W.P. "`'`—''-----..__ REF. PLAN FOR 6' 6" FASTENER ! 1ya REQUIREMENTS '---- T YR tJ ! CLOF 1 --- -"t ♦` • GIRT I TOP OF GIRT �� `' . ail_ --...__yam EL. REF.ARCH. 1 t ! 1 1 I 1 t : 1 I WF BEAM 5/16 I 1 HSS WALL GIRT REF. PLAN I WF BEAM ► REF, PLAN I 1 REF. PLAN PECK t ! I I I ' I t / I 1 SMILEY 1 t E T T L IN 1 ! I CAP PL 1/2x6Y2x1'-0"w/ 1 (4)WO A325 BOLTS architects 1 @ 3y2"GAGE CL OF GIRT HSS COLUMN REF. PLAN 4412 SW CORBETT AVE. PORTLAND, OREGON 97201 PHONE: (503)24$-9170 WALL S H EAT H 1 j��V G FAX: (503)248-0223 0 WF BEAM CON N . TO HSS COLUMN AT HSS WALL GIRT ROOFDECKANDWFBEAMATEAVE si..., i".11-0" !!_ ,_ ,! 57.1 Q3 57.1 1 -1 G ..� i".11-0" 57.1 c CD 0 RID CO CL OF BEAM CL OF BEAM C CL OF POST -'```�� IP ROOF DECK CONNECTION -0 REF. PLAN ROOF DECK Q COPE FLANGES CU CONNECTION AS REQUIRED REF. PLAN a) ROOF DECK Q. REF. PLAN ROOF DECK i 0 TOP OF GIRT REF. PLAN 2" 1--1Y2 =N EL. REF.ARCH - —÷ �iI Y- T f •=- ii �_ _ alps5i ,ice T a N c ii. I f '' 1 I @ rt I f, ,_,.. HSS WALL GIRT ra 1 i r., Co - ciA D 0 �'� I I `J TYP) 3/10 ► I REF. PLAN i a AL:- -0 2 I I sue....%,.�i�. f I ! C I--. Q 1 t L3x3x 4x0 f-fi ff BOTH SIDES al 0 f 1 wI(2)W"O A307 BOLTS —. I t TYP. 3 *t T < I- t 1 1 1 %" WF BEAM C a . /16 16,. TYP. CCU 4 '1 r 1 5_ HSS WALL POST REF. PLAN 5/10 T WF BEAM E REF. PLAN PL 3/x4x0'-9" w/(3)/"13 A325 BOLTS � TYP. 0 it c•5 ROOF DECK ;>L.L... WALL POS T CONN . TO WALL GIRT AND WF BEAM AT EAVE iTh\ WF BEAM CONN . TO WF BEAM I- 8 0 1„w1!_0„ 57.1 1"=I'-0” 57.1 1"=1,_0„ S7.1 CL OF COLUMN NOTE: illilEgi RID WALL SHEATHING NOT RID SHOWN FOR CLARITY. ,_.,.. CL OF COLUMN Consulting Engineers AND BEAM W.P. 111 SW 5th Avenue *- Suite 2500 ROOF DECK Portland,Oregon 97204 HSS6x4xX. � 503-227-325 1 `_ — — - -ifT 7, REF. PLAN PL 3Ix8x0'-9" RID I 1 I i , w/(3)/8"0 A325 BOLTS 100% CONSTRUCTION fl�o I I II - 0: 1!t III r I ► HSS6x4x� 1 1, -- LOUVER CL OF � w/3"RETURNS DOCUMENTS ► I 4 I REF.ARCH. DWGS. TOP AND I I — — I- COLUMN AND SECTION A-A �-- 5/16 P BOTTOM II 1I -_11111111--- i I 1 1 HSS COLUMN , �� 011 - - _..�. - _ -i 1 I t r. M , GENERATOR ,-_ - - :II --7i- - -z -z REF. PLAN -� i1 ENCLOSURE DETAILS I I I I�t "-` 4111 1J IF ii II r �� t 1 I x I I 11. 7.'.x 1 1 HSS WALL GIRT �'`'--- PROJECT; 209115.14 x x c I I I I ( I 1 REF. PLAN ,, �`� ::' _�.. ,----_. -___ C�-3 cn to 1 1 TYP. •i.-1 I I I I I = A i 1 TYP. A 1%,, 1 1 W.P. 1 Gam. IE I t I I 1 I 3z I I iii HSS6x4x/4 I I t I Y' I TOP OF GIRT MAX I 1 DATE: 0412 110 t t: ___ — �t i _ _. _ f I i1 i1 �.i1' T — EL. REF.ARCH. I I r- _ — — — - 1 1 1 ... I ! 1 WF BEAM T 100% CD'S- 4/27/10 HSS6x4x 1 i I t CL OF 1 i I I REF. PLAN GIRT i 1 I t I I I i NOTE: 3 I I 1 i TYP. /1 fi i L3x3xYx0'-6"TOP I ► CAP PL 1. REF. 6/57.2 AND 8/S7.2 FOR CONNECTIONS. 3/10 AND BOTTOM I I I 1 REF. 1/S7.2 1 w/(2)WO A307 BOLTS I 2. REF.ARCH. DWGS FOR FRAMING LOCATIONS. TYP. u) t- o w 3. WALL SHEATHING NOT SHOWN FOR CLARITY. U cr CL OF COLUMN HSS COLUMN „ 2 < REF. PLAN w A o Co 9 6 WALL ELEVATION AT LOUVER WALL GIRT CONN . TO COLUMN WFBEAM CONN. TO HSS COLUMN C- CD 3/8"=1'-0" S2.1 V=11-0"-Q S7.1 1"=1J-0" S7.1 0 • 1CT \((-%9 PRo/ 8 FOUNDATION PLAN NOTES: s$' 1 N'- 0 CL OF COLUMN AND FOOTING 1. {�.XX'} INDICATES BOTTOM OF FOOTING ELEVATION RELATIVE TO 15,773 liti Z Adll'ir (E)CONCRETE THE DATUM ELEVATION. DATUM ELEVATION =238.00' 4r/ HSS COLUMN 5'-11" 2'-1" STRIP FOOTING (FIRST FLOOR SLAB AT BUILDING). ' OREGON REF, PLAN TYP. ✓qH .6 #1., 9 1r I 2. FIELD VERIFY EXISTING DIMENSIONS AND ELEVATIONS. /P410. 21 �� I I /2" 0 WEEP HOLE L. 1 1 3. REF.ARCHITECTURAL DWGS. FOR DIMENSIONS NOT GIVEN. EXPIRES ,�2-31-11 BASE PL 1x13x1'-1" 3f3 # wl(4)7 "0 ASTM 4. ALL STRUCTURAL STEEL AND STRUCTURAL FASTENERS 1 1 { } /8 _ � � (E)CONCRETE F1554 GRADE 36 �"' SPREAD FOOTING SHALL BE HOT-DIPPED GALVANIZED. ANCHORS TYP. PAVING 2" 1 1 REF. CIVIL TYP. / " _t' ---. , © �� ,z, _ _ _- 25') •1 ' / U H -\.............../ \ _ ....__i • • • ! • • • cp c? co 0 H _ rn . [1-- ` ,� c'e) ° PECK• I r - --- r (E)CONCRETE SLAB SMILE Y \ \ 1 -I 1 ON GRADE 3"CLR.---� E T T L I N SIDES / / 0 _ © arch i t e c t s 5'-0"x5'-0" 3 1 0,+* 11.1 h+�� 4 / / + �- S7.3 �g ��C S7.3 i (2)#5x4'-6"EACH WAY (7)#4 EACH WAY TYP. .4 {-2- - _ � (-2.25') TYP. AT EACH ANCHOR TOP AND BOTTOM 4412 SW CORBETT AVE. PORTLAND, OREGON 97201 BOLT HEAD PHONE: (503)248-9170 ,(E)HSS COLUMN FAX: (503)248-0223 0 TYP. HSSCOLUMNATFOOTING S... its i-j�fi 57.3 �� _�i i _ _H._�t JJ aj r.� _� 1---: 411) c a) r ( ) , ____I , CL OF COLUMN- _ .`/ AND FOOTING t� © . �� Z-1" I / 1 Can HSS COLUMN �- _____ �.. _ �� Q REF. PLAN l (-4.00') �- (-4.00') -� / y"O WEEP HOLES -�-+1 If (13 Sa- iIfr /8 I I (N)BASE PL 1x13x1-1" 0."' I I I i w/(4)7/8?0 ASTM F1554 0 I I GRADE 36 ANCHORS CO 2" 1 I 1 I I N TYP / i 1 I 1%" NON-SHRINK PAVING 1 1 GROUT BALCONY FOUNDATION PLAN CD i (11D REF.CIVIL 1 1 C -4 DEMO(E) FOOTING 1,-0" 1/4"=1I-0" (� T 1:� ON BOTH SIDES OF = 0 ` 1 I ANCHOR GROUP CO 0 ri- !.E f.r ��0��•1 \ n � o - (E)CONCRETE -0 2 if12 �ummum. WALL AND C Hi < U O �B ,. 4 ROOF PLAN NOTES: m -0 < \ 1. INDICATES TOP OF SLAB ELEVATION. C.4/\ \ MINIBIl%ii CZ 3"CLR. _ #4©9"o.c. EACH WAY TOP 2. [XX] INDICATES NUMBER OF %123x 3"HEADED / / SIDES �� AND BOTTOM ( STUDS EVENLY DISTRIBUTED ALONG 2,-6" EPDXY DOWEL EVERY - BEAM LENGTH. E 3' 3�� / OTHER BAR TO(E) / / 3. D- 3 INDICATES SPAN DIRECTION OF 0 / {5`-0" FOOTING WIDTH (' '� IN OTHER DIRECTION) FOOTING w/4"EMBEDMENT �' (N)1�2"-18 GA.TYPE B COMPOSITE METAL °�' (2)#5x4'-6" EACH WAY AT DECK w/2X"CONCRETE TOPPING AND EACH ANCHOR BOLT �': #3 @ 12" O.C. CENTERED IN TOPPING. Ct HEAD. EPDXY DOWEL TO TOP OF CHANNEL 6 SEISMIC JOINT 06 (E)FOOTING w/5" EL. 251'-10%" S7.4 REF.41S7.4 ,� 4. INDICATES BEAM-COLUMN MOMENT EMBEDMENT (N)C15x33.9 (E)HSS COLUMN CONNECTION. REF. 1/57.4 /I\ TYP. ARCHITECTURAL DRAWINGS FOR H 4 HSS COLUMN AT FOOTING Q •.. MOM S. REF. ( :x 5 10] DIMENSIONS NOT GIVEN. 1"=1i-0" SI .3 - 0 - �J 6. ALL STRUCTURAL STEEL AND EL. 251'-$ A \N\• ,... STRUCTURAL FASTENERS SHALL BE 4 HOT-DIPPED GALVANIZED. �--, S7.4 •(E)CONCRETE '� ° ° OVER METAL DECK CO to LO Engineers Ek 6 cL, X X ' 111 SW 5th Avenue co co TYP. I EL.251-103/R_ Suite 2500 p z Z A Portland,Oregon 97204 ° S7.4 503-227-3251 vi co v SLOPE 100% CONSTRUCTION ? A (N)W8x35[10] °° \ _ :_.a• 4: DOCUMENTS MI W (ADD. ALT. #1) r, S7.4 57.4 BALCONY PLANS AND `3* TYP. X DETAILS 57.4 °p- z 2091I5.12 � c'' PROJECT: z z D- 3 DRAM Crt8 CHECIeDs IE _ - GATE 04/21/10 ri) an ... .-, (N)W8x35110] REVISONess A\ 100% CD'S- 4/27/10 (N)C15x33 a 2 ( S7.4 SIM. SIM TYP. 57.4 TYP. 1- U w i- = 0 BALCONY ROOF PLAN v W 1(�ff' f-f�j ff tl / o CD CNI 0 :sigittotcc0 PRDFessr REF. PLAN , ;,. , 15,773 6 e CL OF COLUMN .. CL OF BEAM 7,--CL OF (E)BEAM or` /. .„„ 3"SEISMIC r Ir OREGON 4" JOINT BEAM CONNECTION PL .<4,,,AN 21 1°��'' �' / I SHOWN DASHED FOR ' LD OP 18 GA. EDGEFORM CLARITY Pr ;-, t` REF. 2/57.4 EXPIRES 12-31-11 CONCRETE OVER (E)CONCRETE OVER METAL DECK III METAL DECK CONCRETE OVER REF. PLAN l ! 4"TO END-T,\ METAL DECK l OF BEAM / / REF. PLAN ÷ - AS III II i Mill _ _ _ _ _ __. _ :1"--L li: � AT SIM. • ii it t • 18 GA. / 2-6 k 1 i R i 1 L i ! TYP.} ! ! 0#0 1 i:: I ! x .: ! ! P E C K WF BEAM c -•r 1 i WF BEAM REF. PLAN ! ! REF. PLAN S M I L Y Il I i 3/$ / I ! ETTLIN AV I (E)WF BEAM 1 architects A 11(E)BRICK VENEER 1 1 1 1 / FULL-DEPTH STIFFENER PL AT BOTH SIDES OF BEAM HSS COLUMN ) 1 1 (4 LOCATIONS PER COLUMN) REF. PLAN 4412 SW CORBETT AVE. NOTE: PORTLAND, OREGON 97201 SINGLE-SIDED CONNECTION AT SIM. PHONE: (503)248-9170 FAX: (503)248-0223 WF BEAM AT BUILDING CONN. TO HSS COLUMN 4 0 VAT BTA� T(D i".1 _0 S7.3 1„=1,_0„ S7.3 ICD 1/4 C) (TYP./4 0 CL OF BEAM --'' 1110- T BOTH Q----"--"'''"..--N\ 7 ( FLANGES .r CL OF BEAM ( /18) \ TYP. CO L. 8"SPACER PL CD LOCATE AT CENTER OF HANDRAIL POSTS ` TYP, 1" 4" 1/4 CONCRETE OVER 0 / METAL DECK CHANNEL CONCRETE 1 REF. PLAN CO REF. PLAN OVER METAL Y2" Y2" Rni EF. PLAN at (D T TOP OF C HANNEL T l' ry EL. REF, PLAN -7410 itil - I l lYIEMINia te 'Milk �■ T r MN ( ) �= - 0 ' 1 s�. 1 ® © O 1 / S (2)#4X2'-0" r.�, 4:I1 --- Is- 0— 11:3 2 ct c F. < ......ii AT EACH PL CONN. .l co 0 CHANNEL TYP. 1/4 T F- 1,4 WF BEAM pr L4x3xY LLV 1 C a CONT. TYP. REF. PLAN CO 3 / TYP. /18 2..8 E %"FULL DEPTH PL w/ E WF BEAM ERECTION BOLTS AS REQ'D 0 REF. PLAN TYP. 0 NOTE: Cit SINGLE-SIDED CONNECTION AT SIM. 06 u... WF BEAM > 0 BALCONY DECK AT WF BEAM MOMENT CONN . TO WF BEAM 1,,=1,_0„ S7.3 1„=1,_0„ S7.3 C Errn L OF BEAM Consulting Engineers CL OF BEAM ---- 111 SW 5th Avenue Suite 2500 Portland,Oregon 97204 503-227-3251 4" 1" CONCRETE CHANNEL CONCRETE OVER 100% CONSTRUCTION OVER METAL i REF. PLAN METAL DECK DOCUMENTS DECK REF. PLAN 1f REF. PLAN 141t 134" 1!2" a: (ADD. ALT. #1) . TOP OF CHANNEL !�!; I EL. REF. PLAN ----ilirmill ipt la noomi . FRAMING DETAILS® . It pp r` :I: Pa 20911512 rl '-. DR6AtIs Ge Vii.... TYP. /4� z IE 1/4 r WF BEAM DATE 04/11/10 REF. PLAN TYP. TRI : WF BEAM REF. PLAN %"FULL DEPTH PL w/(2)%"O THRU-BOLTS TYP. F- w NOTE: ~ REF. 5/S7.4 FOR INFORMATION NOT SHOWN. ce S 7 ■4 a w co 0... BALCONY DECK AT WF BEAM WF BEAM CONN. TO WF BEAM 0 Ci) 0 (6) 1 1,_0„ S7.3 1'}=1'-0" S7.3 , , " / I ! . , . � SSy t ! CONDENSER SCHEDULE VARIABLE AIR VOLUME TERMINAL SCHEDULE MECHANICAL LEGEND �.oPo CONDITI�'}NING UNIT SCHTQULE ��N �'s�j ACC ACC V,q '` ' �'' � �' - MARK NUMBER �� MARK NUMBER CR CR MARK NUMBER (E) V 101 102 VAV (E) DUCTWORK FITTINGS (DOUBLE/SINGLE LINE) AND CONTROLS ABBREVIATIONS 1•sse SYSTEM DATA CENTER SYSTEM DATA CENTER MAX AIRFLOW (CFM) 550 : 900 ' 280 420 500 DOUBLE UNE DUCTWORK SINGLE LINE DUCTWORK v 4‘''' -TYPE ROOF FLOOR MID MIN AIRFLOW (CFM) 200 AFF ABOVE FINISHED FLOOR MOUNTED { } 300 90 130 450 BDD BACKDRAFT DAMPER �"ak'�Y 5'�g9$ �w DOWN OW - SUPPLY AIR ELBOW UP qRp A. CP` ' 15 p NOMINAL COOLING (TONS) 10 BTU BRITISH THERMAL UNIT (CFM) INLET SIZE (IN) 80 0 w 0 80 - �--' RETURN/EXHAUST AIR ELBOW UP EXPIRES 12/31/11 1 AIRFLOW CFM 5500 CFM CUBIC FEET PER MINUTE , CAPACITY TO MATCH CRU-2 & ' 0 E.S.P. ('1H20) 0.20 MAX AIR PRESS. DROP (IN) (E) O.t31 0.01 001 (E) __-__ -� -- OUTSIDE AIR ELBOW UP (E) EXISTING CONDENSER AIR (T) 95 MOTOR (HP) 3 MAX NOISE CRITERIA VALUE (NC) (E) 25 25 25 (E) ESP EXTERNAL STATIC PRESSURE �� M -j '-""""� SUPPLY AIR ELBOW DOWN ELECTRICAL {V-PH} 460-3 ENT AIR DB WB "F 72 60 MANUFACTURER/MODEL E TITUS/ TRANS/ TRANS/ TRANE/ E TITUS, 0 EXH EXHAUST AIR t / ) / aT8 0 TRAM a VC F06 VC F10 SVGS j , __.._._ '.f i RETURN/EXHAUST AIR ELBOW DOWN GPM GALLONS PER MINUTE MANUFACTURER/MODEL CD205/ SENSIBLE (MBH} 102.4 VAV VAV VAV VAV MARK NUMBER (E) ;4 D �.� HP HORSEPOWER -J 201 ►ji r.�'' 203 04 l' OUTSIDE AIR ELBOW DOWN O TOTAL (MBH) 116.6 MA MAKE-UP AIR Ilk / ROOF OAP SCHEQULE , MAX AIRFLOW {CFM} 900 /i\ . 730 800 1230 500 Iflflfl FLEXIBLE DUCT MBH 1000 BTU PER HOUR MIN. EFF. (EER} 11.5 MFR MANUFACTURER INTEGRAL MIN AIRFLOW (CFM) 300 220 240 ; 375 150 TURNING `" SQUARE Fl ROW MARK NUMBER RC CONTROLLED BY SENSORS VANE (N) NEW INLET SIZE (IN) 100 100 ` 100 120 ' 80 HUMIDIFIER INFRARED - , OSA OUTSIDE AIR SYSTEM BREAK OOD 210 MAX AIR PRESS. DROP (IN) 0.01 0.01 ' 0.01 0.01 ' (E) '' REHEAT (KW) 10 '� RADIUS ELBOW PSI POUNDS PER SQUARE INCH TYPE RELIEF -� ■ r�r-- MAX NOISE CRITERIA VALUE (NC) 25 25 25 25 (E) R=1.50 RA RETURN AIR PECK SMOKE D ECTOR E ACOUSTICALLY LINED DUCT THROAT SIZE (IN.) 16.5 MANUFACTURER/MODEL TRANE/ TRANE/ TRANE/ TRANE/ E TITUS/ (SIZES SHOWN ARE NET INSIDE) SA SUPPLY AIR S M t L E Y POWER CONNECTIONS SINGLE PT VCCF10(3 VCCF10 VCCF10 VCCF1 _SV08 ROOF CURB YES KcAV ((TV) VAV VAV VAV -z SUPPLY AIR DIFFUSER WITH THROW DIRECTION REFERENCE E T T L 1 N . ELECTRICAL (V-PH) 460-3 MARK NUMBER 301 02 303 304 305 a r c h i t e c t s DESIGN WEIGHT (LBS) 55 MFR/MODEL NO. LIEBERT - - D5035A MAX AIRFLOW (CFM} 1075 840 700 1100 1170 --I SUPPLY AIR SIDEWALL REGISTER CONNECT TO EXISTING AT THIS POINT. MANUFACTURER MODEL COOK/ f VERIFY LOCATION, SIZE, AND CONDITION. MANUFACTURER/MODEL A M!N AIRFLOW (CFM) 325 255 210 330 350 1 SHEET NOTE El RETURN EXHAUST AIR CEILING REGISTER 4412 SW CORBEtT AVE. -.. �' EG TER INLET SIZE (IN) 100 100 80 100 10 PORTLAND, OREGON 97201 EXHAUSTFANSCHEDULE AV EQUIPMENT MARK NUMBER PHONE: (503)248-9170 MAX AIR PRESS. DROP (IN) 0.01 0.01 0.10 0.01 : 0.01 RETURN/EXHAUST AIR SIDEWALL REGISTER SEE SCHEDULES FAX: (503)248-0223 4. MARK NUMBER ® 1 MAX NOISE CRITERIA VALUE (NC) 25 25 25 25 25 T Mr MT _ MVD MANUAL VOLUME DAMPER A REVISION MANUFACTURER MODEL TRANE/ INANE/ TRANE/ TRANE/ TRANE/ WEST-GENERAL EAST-GENE' / '1 MANUFACTURER/MODEL O VCCF10 • VCCFOB VCCF10 VCCF10 I MD MOTORIZED DAMPER 20x10 A TYPE ROOF MTD ROOF MTD t 1 (E) 4KW 2 STAGE 480V-30 HEATER FSD FIRE SMOKE DAMPER 500 /OBD DIFFUSER/REGISTER MARK NUMBER DOWN BLAST DOWN NECK SIZE --SCHEDULED TYPE AIR FLOW (CFM) 1500 � 1225 �/�VAV-1 SERVED MOUNTED ® 48" AFF WITH UNIT 25{�{�0)OBb D t TED S THERMOSTAT SENSOR PENDANT MOUNTED WITH UNIT CFM N._ CFM BLADE a)a) ESP { H20) 0.75 0.05 / VAV-1 / DAMPER SERVED NOTED 4-0 MOTOR (HP) 1/2 - 1/3 NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS CONTAINED IN THIS LEGEND WILL APPEAR ON DRAWINGS. a)a) CONTROLLED BY DDC DDC ROOFTOP AIR CONDITIONING (...) ELECTRICAL (V-PH) 115-1 115-1 UNIT SCHEDULE FAN POWERED VARIABLE AIR VOLUME TERMINAL SCHEDULE C) co DESIGN WEIGHT (LBS) 113 - 85 MARK NUMBER E RRTU MARK NUMBER FPB FPB FPB FPB FPB FPB FPB PB FP FPB FPB . FPB T GOOK C00K/ { ) 1{31 102 \103/ 104 105 \1o6/ 107 108 (E) 201 0 203 ,a MANUFACTURER/MODEL _ 13MC5B , 135C46 f SYSTEM (E) FLO 3RD MAX AIRFLOW (CFM} 2000 . 510 580 585 '!170 1 025 1025 1430 700 1165 700 950 F CO LOORS WEST DIFFUSER, REGISTER, AND GRILLE SCHEDULE TYPE VAV VAV MIN PRIMARY AIRFLOW (CFM) 600 155 170 170 345 , 310 310 425 210 350 210 285 a) a. • v AIRFLOW (CFM) 35000 12000 FAN AIRFLOW {CFM} 1400 65 410 410 815 715 715 1000 490 815 490 665 (-) co TYPE DESCRIPTION MFR/MODEL NOTES r /61 MIN OSA (CFM) 2400 2400 INLET SIZE (IN) 140 80 80 80 8x14 8x14 8x14 120 80 8x14 80 8x14 < C\I LINEAR SLOT DI USER 2 _ LONG W LINED CO CNI A LAY-IN TITUS/ML-39 PLENUM, (4} 1" SLOTS E.S.P. ( H20) 3.5 - 2.5 REHEAT COIL CAPACITY (KW) 15 5,5 5.5 11 10 10 14 4 10 6.5 9 CO B LSAU�PP N DIFFUSER TITUS/TDCA 24x24 MODULE LL- MOTOR (HP) (2) °3OHP 20 HEATER STAGES 2 2 2 2 2 : 2 2 2 2 2 2 2 SUPPLY DIFFUSER FAN SPEED (RPM) • C SURFACE MOUNTED TITUS/TDCA ( M) 1445 ; 1340 MOTOR SIZE (HP) 033 1.33 0.33 0.33 0.33 0.33 0.33 0.33 1/6 0.33 0.33 0.33 6 Et D RETURN GRILLE TITUS/50F 24x24 MODULE 0 LAY-IN / 112"x1/2"x1/2" CORE co DISCHARGE VERTICAL VERTICAL MAX AIR PRESS. DROP (IN) 0.10 0.10 0.10 0.10 0.30 0.30 0.20 0,01 (E) 0.30 0.15 0.20 EXHAUST REGISTER �. MAX NOISE CRITERIA VALUE _ E SURFACE MOUNTED TITUS/50F 1 f 2 x1/2 x1 f 2 CORE FUEL TYPE NAT. GAS NAT. GAS (NC RADIATED) 25 25 25 25 25 25 25 25 : (E) 25 25 25 T F TRANSFER GRILLE TITUS/50F 1/2"x1/2"x1/2" CORE z INPUT (MBH) 1000 350 _ T , SURFACE MOUNTED ELECTRICAL (V-PH) f 460-3 60 3 460-3 460-3 460-3 460-3 460-3 4 .0-3 A 460-3 460-3 460-3 460-3 C U a G TRANSFER GRILLE TITUS/350RL OUTPUT (MBH) 820 287 TRANE TRANE/ TRANE/ TRANE/ TRANE/ ` TRANE/ TRANE/ TRANE 4 TITUS TRANE TRANE/ TRANE/ co "n` T r SURFACE MOUNTED = MANUFACTURER/MODEL VPEF1407S0 LPEF0808SQ LPEF0808SQ LPEF0808SQ LPEF1409SQ ' LPEF14O9S0 LPEF1409 tii P Fl .045+ i`0 'f _ I8 ' 4 '0950 _PEF0809 • _'_F1409S 0) . H EXHAUST REGISTER TITUS/50F 24x24 MODULE MIN. EFF. (AFUE %) (E) 80 �' i a RETURN GRILLE 1/2"x1/2"x1/2"" 'i " CORE MARK NUMBER FPB FPB FPB FPB FPB FPB • FPB FPB FPB ti) tE) IC* FPB T T ENT AIR (DB/WB F) (E) 79/64 04 205 06 207 208 09 210 211 301 o J , . TITUS/50F 1 f 2 x 1 2 x 1/2 CORE (� ri, K LINEAR BAR DIFFUSER TITUS/CT-581 FRAME & BORDER TYPE 3 1 NOMINAL CAP. (TONS) 90 30 MAX AIRFLOW (CFM) 1400 980 1130 1300 1300 865 1435 760 730 870 700 780 E 0 UR AC uOU ED /'� ,- ? SENSIBLE (MBH) (E) 262 MIN PRIMARY AIRFLOW (CFM} 420 295 320 385 385 255 430 225 220 500 210 230 E FAN COIL SCHEDULE a TOTAL (MBH) (E) 296 FAN AIRFLOW {CFM} 980 685 810 915 915 600 = 1005 540 550 0 0, 0 t ) t ) 510 570 49 0 0 A E L A A MIN. EFF. (EER) (E) 10.2 INLET SIZE (IN) 120 8x14 8x14 100 100 8x14 120 80 80 8x14 80 80 MARK NUMBER I:t __ (E) , , Q w CONDENSER AIR 'F E 95 REHEAT COIL CAPACITY KW 13 . 9 111 : 12 12 11 12 SYSTEM E.E.R. 101 IDF/UPS 203 IDF/UPS 304 HEATER 06 CONTROLLED BY DDC DDC STAGES 2 2 2 2 2 2 2 2 2 2 2 2 HIGH WALL HIGH WALL HIGH WALL LI TYPE DUCTLESS I DUCTLESS POWER EXHAUST (HP) 30 7-1/2 MOTOR SIZE (HP) 0.33 0.33 0.33 0.33 0.33 0.33 0.25 0.33 1/6 0.33 > 4 (CFM) 425 a 1 705 990 ECONOMIZER TYPE (E) • 0-100% FULLY MAX AIR PRESS. DROP (IN) 0.01 0.25 0.30 0.10 0.10 0.20 0.10 0.15 0.15 0.20 0.20 F- AIRFLOW { ) MODULATING (E) FAN MOTOR (W) 30 i 45 70 MAX NOISE CRITERIA VALUE SMOKE DETECTOR (E) RA SIDE (NC RADIATED) 25 25 25 25 25 25 25 25 25 25 (E) 25 (NOM. TONS) COOLING CAP. 1-1/2 2-1/2 # 3 PRE-MFG'D ROOF CURB (E) YES 0 - ' ELECTRICAL (V-PH) 460-3 460-3 460-3 460-3 460-3 460-3 460-3 460-3 460-3 460-3 460-3 460-3 m CONTROLLED BY (E) ° ' 0 ELECTRICAL (V.--PH) 460-3 460-3 3 TRANE/ TRANE/ TRANE/ TRANE/ TRANE/ TRANE/ TRANS TRANS ' TRANE/ TRANE/ E TITUS/ TRANE/ MANUFACTURER/MODEL U FACTURER/MODEL / / / 5 _ _ _ VPEF120450 LPEF1409SQ ,LPEF140950 VPEF1004SQ VPEF1004SQ,LPEF1409SQ VPEF12045Q , LPEFO8O8S0 LPEF0808SQ__ 140950 DT P0208 LPEF0809SQ 100% CONSTRUCTION i ELECTRICAL (V PH) 208-1 / 208-1 208-1 DESIGN WEIGHT {LBS} 17270 7600 r F �' - MARK NUMBER (F":171i) FPB FPB FPB FPB FPB FPB FPB FPB FPB FPB DESIGN WEIGHT (LBS) 35 153 ' 62 E TRANS 30 303 304 305 306 307 308 309 310 DOCUMENTS MANUFACTURER/MODEL _ SFHLF 04 �____,- _ � 0 MANUFACTURER/MODEL KAMf A18GIAH1 MlTSUA I.FI� PKA A36HA PROVIDE WITH SCREENING SYSTEM TO MATCH EXISTING MAX AIRFLOW (CFM) 585 960 800 1980 1200 615 1070 1230 800 840 930 a PROVIDE WITH HARD-WIRED REMOTE CONTROLLER PAR-21 MM. ROOFTOP UNIT. MIN PRIMARY AIRFLOW (CFM) 170 280 240 580 350 200 320 365 235 250 305 LEGEND & SCHEDULES 0 2 PROVIDE WITH 2" SPRING ISOLATORS. - _ _ �, FAN AIRFLOW {CFM) 415 680 560 1400 850 415 750 • .5 560 560 620 MECHANICAL 'a CONDENSING UNIT SCHEDULE . 3 PROVIDE WITH FACTORY WIRED, POWERED GFI INLET SIZE (IN) 80 8x14 8x14 140 100 80 8x14 100 8x14 Sx14 8x14 m i'= 2810 CONVENIENCE RECEPTACLE AND NON-FUSED -- -- Mk. Mk /k DISCONNECT. REHEAT COIL CAPACITY (KW) 5.5 10 7.5 18 11 6.5 11 12 7.5 8 9 117 1117 ,MARK NUMBER (E) ,� _ r 1 ,JP HEATER STAGES 2 . 2 2 . 2 2 2 2 2 2 2 2 EAC FC-2 MOTOR SIZE (HP) 0.33 0.33 0.33 0.33 0.33 0,33 0.33 0.33 0.33 0.33 0.33 . TYPE R41 OA-VRF R410A---VRF R410A--VRF MAX AIR PRESS, DROP (IN)[N 0.10 0.20 0.15 0.10 0.10 0. �� 0313112010 r= 10 0.15 0.15 0.15 0.15 0.10 g LOW AMBIENT CONTROL (E) TO 0"F TO 0'F MAX NOISE CRITERIA VALUE A IOC% GIPS - 04/21/10 N (NC RADIATED) 25 25 25 25 25 25 25 25 25 25 25 CAPACITY (TONS) --- . 0 ' ELECTRICAL (V-PH) 460-3 460-3 460-3 460-3 460-3 460-3 460-3 4 .0- 460-3 460-3 460-3 MIN. EFF. (SEER) J TRANE TRANE TRANE TRANE TRANS TRANS ► MANUFACTURER/MODEL / TRANE TRANE TRANS/ TRANE/ IRAN E/ CONDENSER AIR (`F) 95 95 95 CONDENSER * LPEF140950 LP_Fl 4095 0 VP_F1407 0 V EF100 S o LPEF080BSQ : LPEF1409SQ _ VPPF1004SQ LPEF140959 _,PEF1409SQ _ LPEF140950 .. • 0 - 208-1 _ 1 PROVIDE WITH ELECTRICAL DISCONNECT , SCR FAN SPEED CONTROLLER AND SINGLE POINT ELECTRICAL CONNECTION. 4 ELECTRICAL (V-PH) 208-1 208 1 208-1 Lo DESIGN WEIGHT (LBS) 90 163 1 163 i .-y 1- M 0 ii 1 11 cEE E MITS HISHI ' MITSUBISHI MITSUBISHI 9695 S.W.Alien Boulevard VI MANUFACTURER/MODEL - Y-a 18NH 4 I PUY-A O►, A r PUY-A36N A Suite 107 REFERENCE ONLY Beaverton,Oregon 97005 Fax (503)726-3326 a"jT� NOT APPROVED WITH THIS PERMIT Phone: (503)728-3319 w c� ENGINEERING, INC. t W •F.r�gtrIserkg'integrated solutions. 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Ct -—, � iii jL-___ ......-._...,.�.,.. 1.x.. .:.,— 4 ...._.._._..._......... 4 ^"'•' k_._...._._._.. -=,,,_,,,, 11 f- —1 t. ,_ I # ,_ Jj 1 , \ E ) co 0 1 "V (i) 0 J 80 A 80 A Alai& D 80 A 80 A C co E 195 TYP. 6 205 TYP. 5 TYP. 5 205 TYP. 5 210 .TYP. 4 (13 'c- 0) (1 '} �iJ �1 LiI) ( 5 4) (-8-----) ( Q ( : )7 ( r• I C co _ a N E a I FIRST FLOOR - MECHANICAL a E >. M2.'I SCALE: 1/8" = 1'-0" I 0 ....R GENERAL NOTES NOTES THIS SHEET 05 w A. MAINTAIN BOTTOM OF DUCT AND EQUIPMENT ELEVATIONS AS HIGH AS V PROVIDE 100 DUCT AND TERMINATE OPEN END ABOVE TRANSFORMER 0 C> PROVIDE SERVICE AND MAINTENANCE CLEARANCE ON (2) TWO SIDES AND *�,, E POSSIBLE BUT NO LOWER ABOVE FINISHED FLOOR THAN EXISTING 5' AFF. SET AIRFLOW FOR 300 CFM. BOTTOM OF TERMINAL UNIT AS REQUIRED BY CODE AND AS /' d MAIN DUCT ELEVATION. RECOMMENDED BY MANUFACTURER. LOCATE ALL TERMINAL UNITS ABOVE '""' o REMOVE DUCT BACK TO VAV BOX AND CAP. BOTTOM OF BAR JOISTS AND RUN SUPPLY DUCTS THROUGH BAR JOIST 9 B. FOR CLARITY A SINGLE LINE HAS BEEN USED TO REPRESENT WEBS. TYPICAL U MULTIPLE REFRIGERANT PIPES ON THIS DRAWING. ACTUAL PIP ) PROVIDE RA BOOT FOR ALL RETURN GRILLES. SEE 7/M3.1. g 12 QUANTITY AND SIZE SHALL BE DETERMINED DURING PIPE SIZING TO PROVIDE SERVICE AND MAINTENANCE CLEARANCE ON (3) THREE SIDES OF o MANUFACTURER'S RECOMMENDATIONS. 0 SEE DETAIL 5/M3.1. TYPICAL FOR ALL FAN POWERED BOXES. TERMINAL UNIT AS REQUIRED BY CODE AND AS RECOMMENDED BY 0 � MANUFACTURER. LOCATE ALL TERMINAL UNITS ABOVE BOTTOM OF BAR 100% CONSTRUCTION 8 I ' C. THIS BUILDING USES A CEILING RETURN PLENUM. ALL AREAS 5 SEE DETAIL 5 M3.1 TYPICAL FOR ALL VAV BOXES. JOISTS AND RUN SUPPLY DUCTS THROUGH BAR JOIST WEBS. TYPICAL. 10. ABOVE THE CEILING ARE RETURN AIR PLENUMS. ALL WIRING, ' PIPING, ETC LOCATED ABOVE THE CEILING MUST BE PLENUM RATED i 3 PROVIDE SERVICE AND MAINTENANCE CLEARANCE ON CONTROL SIDE OF DOCUMENTS 0 SEE DETAIL 6/M3.1. TYPICAL FOR ALL CEILING DIFFUSERS AND U AND CONFORM TO ALL REQUIREMENTS OF DIV 16 AND REGULATIONS TERMINAL UNIT AS REQUIRED BY CODE AND AS RECOMMENDED BY 1 REGISTERS. Q 0 FOR INSTALLATION IN A PLENUM IN A CRITICAL FACILITY. MANUFACTURER. LOCATE ALL TERMINAL UNITS ABOVE BOTTOM OF BAR Q j��, 0 REFRIGERANT PIPE UP IN WALL TO CEILING SPACE. PROVIDE RUBBER JOISTS AND RUN SUPPLY DUCTS THROUGH BAR JOIST WEBS. TYPICAL. ISOLATORS ON ALL PIPE SUPPORT ATTACHMENTS TO STRUCTURE. FIRST FLOOR PLAN v 14 24x56 DUCT UP FROM AC UNIT TO CEILING RETURN PLENUM. CONNECT $ UP THRU FLOOR ABOVE, SEE 1v12 2 TO UNIT AND LEAVE OPEN ABOVE CEILING. PROVIDE ACCESS TO AC UNIT MECHANICAL OUTSIDE AIR ►IENTILATION SCHEDLE-OMSC . . FILTERS- m BASED' ON OMSC TABLE 403.3 . 12x12 UP IN (E) SHAFT. MOUNT DIFFUSERS UP NEAR FLOOR ABOVE AND IN BETWEEN FRAMING e 2810 C - T 15 I�I,)P a Cond. Occ. Occ. Actual CFM CFM Req d 10 SIZE REFRIGERANT PIPING TO MANUFACTURER'S RECOMMENDATIONS. MEMBERS. c System Occu an Classification Area Load Load No.of per per OSA Y l� / P . P PROVIDE ALL NECESSARY ACCESSORIES INCLUDING BUT NOT LIMITED TO SF 1000 SF Occ. Occ. SF CFM RECEIVERS AND FILTERS 24x18 LINED TRANSFER AIR ELBOW THROUGH FULL HEIGHT WALL. LOCATE EAR 16. NEAR FLOOR ABOVE AND BETWEEN FRAMING MEMBERS. PROVIDE 0313122010 RTU-1 Office 12805 7 90 60 20 �- 1200 1/2"x1/2" ,, ,SCREENING OVER OPEN END FACING STUDIO. : Conference 300 50 15 15 20 — 300 , MOM tl 4 A Corridors and Utilities 4790 — — NA -- 0.05 240 100% WS - 04/21110 a TOTAL REQ D OSA CFM 1740 REFERENCE ONLY TOTAL .PROVIDED OSA CFM 2400 . NOT APPROVED WITH THIS PERMIT RTU-2 Office 6555 7 46 30 20 . 600 . . Conference 4156 50 208 90 20 -- 1800 Corridors and Utilities 1259 — NA 0.05 63 W I- TOTAL REQ'D •OSA CFM 2400 co �E TOTAL PROVIDED OSA CFM 2400 S�to S.W.Allen Boulevard i x Il. - .:, Beaverton,Oregon 97005 0 Phone: (503)726-3319 s Q j ENGINEERING, INC. 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FOR cLARirr A SINGLE LINE HAS BEEN USED TO REPRESENT a 0 PROVIDE 100 DUCT AND TERMINATE OPEN END ABOVE TRANSFORMER © 5FT AFF. SET 0 m MULTIPLE REFRIGERANT PIPES ON THIS :.DRAWING. ACTUAL PIP AIRFLOW FOR 300 CFM. C) PROVIDE SERVICE AND MAINTENANCE CLEARANCE ON (3) THREE SIDES OF TERMINAL UNIT AS A. 1 QUANTITY AND SIZE SHALL BE DETERMINED DURING PIPE SIZING TO REQUIRED BY CODE AND AS RECOMMENDED BY MANUFACTURER. LOCATE ALL TERMINAL UNITS E; 100% CONSTRUCTION ct MANUFACTURER'S RECOMMENDATIONS. ® SEE DETAIL 5/M3.1. TYPICAL FOR ALL FAN POWERED BOXES. ABOVE BOTTOM OF BAR JOISTS AND RUN SUPPLY DUCTS THROUGH BAR JOIST WEBS. TYPICAL -r.." ...., DOCUMENTS A\ C. THIS BUILDING USES A CEILING RETURN PLENUM. ALL AREAS 0 PROVIDE SERVICE AND MAINTENANCE CLEARANCE ON CONTROL SIDE OF TERMINAL u Nrr AS 8 Cfr SEE DETAIL 5/M3.1. TwicAL FOR ALL VAV BOXES. ABOVE THE CEIUNG ARE RETURN AIR PLENUMS. ALL WIRING, REQUIRED BY CODE AND AS RECOMMENDED BY MANUFACTURER. LOCATE ALL TERMINAL UNITS PIPING, ETC LOCATED ABOVE THE CEILING MUST BE PLENUM RATED ABOVE BOTTOM OF BAR JOISTS AND RUN SUPPLY DUCTS THROUGH BAR JOIST WEBS. TYPICAL. :.7-7 SEE DETAIL 6/M3.1. TYPICAL FOR ALL CEILING DIFFUSERS AND REGISTERS. AND CONFORM TO ALL REQUIREMENTS OF DIV 16 AND REGULATIONS .,_ SECOND FLOOR PLAN . . FOR INSTALLATION IN A PLENUM IN A CRMCAL FACIUTY. (:-.) REMOVE SENSOR, EXTEND WIRING AS REQUIRED AND REINSTALL IN NEW LOCATION SHOWN. 0, CONNECT TO RESIDENTIAL RANGE HOOD PROVIDED BY OTHERS. TRANSITION AS REQUIRED. 0 0 0 MECHANICAL 0# REMOVE (E) SUPPLY REGISTER FOR WALL MODIFICATION. REINSTALL CONNECT DUCTWORK AM D I 0 REFRIGERANT PIPE UP FROM BELOW Inc UP THRU FLOOR ABOVE, SEE M2.3. PROVIDE RUBBER vi sEr 03 = ISOLATORS AT ALL PIPE SUPPORT ATTACHMENTS TO STRUCTURES. SEE NOTE REGARDING PIPE AIRFLOW TO QUANTITY SHOWN. mem 2810 SIZE REQUIREMENTS ON M2.1. 0 REMOVE (E) RETURN GRILLE FOR WALL MODIFICATION. REINSTALL AND PROVIDE UN ED RETURN - MU= MP 0 ,A\ 0 MOUNT FAN COIL UNIT HIGH ON WALL. ROUTE REFRIGERANT PIPING SIZED PER BOOT SAME SIZE AS GRILLE. c cleciaN EAC g MANUFACTURER'S RECOMMENDATIONS IN CONCEALED SPACES TO ASSOCIATED CONDENSING § UNIT ON ROOF. C) ADDITIVE ALTERNATE: ADD DOOR CONTACTORS TO RESET FPB-203 AND FPB-204 SET (,) POINTS. SEE SPECIFICATIONS FOR SEQUENCE. met 0313V2010 ct wows& .ki 0 16x12 UP IN (E) SHAFT AND 12x12 DOWN IN (E) SHAFT AFTER DUCT TAP. 1... A 100% CDS - 04/21/10 1 0 REINSTALL SENSOR FROM TEMPORARY LOCATION HIGH ON OPPOSITE SIDE OF WAII IN 0 --- ca 5' REFERENCE ONLY . . . B . _c NOT APPROVED WITH THIS PERMIT ..j c w >.. .......-„,„ f-2 a) 1 0 9815&W.Allen Boulevard co Suite 107 _ . = ..% Beaverton,Oregon 97005 : 0 u ei Phone: (503)72B-3319 M2 . , 0.. 0.1 ENGINEERIN-G,INC. Far (603)7284328 co a. in . Trondortna tntagrated Oolvtrones E-mail: lwea9@niveng.cam 2. k. Project No.: 230.002.001 Contact KRISTIN TRONE i o csi ',...:.* . . . . 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'. f � �♦ ra T �. k3 � y i ♦ � r r ;°j ) i; 0 1:i F� ■ a ,. 31;.6---. 4 , °``r-`-80 r, 80 .- 80 :x 80 80 80 J, 8s 80 -, 80 _ _8 ► 80 _80 _�_,.. _ _ 80 80_ 80 - 8s 02 - _. . pli _ .=10 __ _ _ - - - V - - –— _ I _. _' I _ �` r•.,Yv t-»;i S �{ 3 f f ��- dam... , ��+ jam. {: ir'r--_______ �j ........_.!.---• -'._._..._..�... _. L _ --•- _.. R 1 L i � Y -4 �}. 1.'--_ :....- ._..9_�-.._.,._,. # 1' ...__.. °,-._.•r._.__ __._._,...._.._'!.-`-'-•'-'- ______ii - j _ = ' L___ —....—JL______--.1.1 .-A `f -1 iiii I I (-E) ' 1 1. I ! I I 1 1 ' U) 80 A j 8s A PB 84 80 A 80 . A �.■�/` 165 P, 12 200 TYP. 6 0? 125 )—A 205 TYP. 4 205 TYP. 6 „ , I E 22x22 D 84 `�(I i _ - 205 >.&TYP. 3 _ ,--�, @) , cy) •NM= >'� CO T,4 3 (...) I THIRD FLOOR - MECHANICAL p, c,..,m M2.3 SCALE: 1/8" = 1'-0" a . - 06 LL I GENERALNOTES NOTESTHISSHEET . . , . _..,_. a A. MAINTAIN BOTTOM OF DUCT AND EQUIPMENT ELEVATIONS AS HIGH AS 0 PROVIDE RA BOOT FOR ALL RETURN GRILLES. SEE 7/M3.1. 40 PROVIDE SERVICE AND MAINTENANCE CLEARANCE ON (2) TWO SIDES AND BOTTOM OF TERMINAL UNIT AS •c POSSIBLE BUT NO LOWER ABOVE FINISHED FLOOR THAN EXISTING REQUIRED BY CODE AND AS RECOMMENDED BY MANUFACTURER. LOCATE ALL TERMINAL UNITS ABOVE m MAIN DUCT ELEVATION. 0 PROVIDE 100 DUCT AND TERMINATE OPEN END ABOVE TRANSFORMER © 5' AFF. BOTTOM OF BAR JOISTS AND RUN SUPPLY DUCTS THROUGH BAR JOIST WEBS. TYPICAL. 1 B. FOR CLARITY A SINGLE LINE HAS BEEN USED TO REPRESENT 3 SEE DETAIL 5/M3.1. TYPICAL FOR ALL FAN POWERED BOXES. / ' 100% CONSTRUCTION E, MULTIPLE REFRIGERANT PIPES ON THIS DRAWING. ACTUAL PIP 14 PROVIDE SERVICE AND MAINTENANCE CLEARANCE ON (3) THREE SIDES OF TERMINAL UNIT AS < QUANTITY AND SIZE SHALL BE DETERMINED DURING PIPE SIZING TO SEE DETAIL 5/M3.1. TYPICAL FOR ALL VAV BOXES. REQUIRED BY CODE AND AS RECOMMENDED BY MANUFACTURER. LOCATE ALL TERMINAL UNITS ABOVE DOCUMENTS MANUFACTURER'S RECOMMENDATIONS. BOTTOM OF BAR JOISTS AND RUN SUPPLY DUCTS THROUGH BAR JOIST WEBS. TYPICAL. �' 1 C. THIS BUILDING USES A CEILING RETURN PLENUM. ALL AREAS 0 SEE DETAIL 6/M3.1. TYPICAL FOR ALL CEILING DIFFUSERS AND REGISTERS. ABOVE THE CEILING ARE RETURN AIR PLENUMS. ALL WIRING, 6 REFRIGERANT PIPE UP FROM BELOW TO CEILING SPACE. PROVIDE RUBBER ISOLATORS AT ALL PIPE 1 PROVIDE SERVICE AND MAINTENANCE CLEARANCE ON CONTROL SIDE OF TERMINAL UNIT AS REQUIRED BY THIRD FLOOR PLAN Q. PIPING, ETC LOCATED ABOVE THE CEILING MUST BE PLENUM RATED CODE AND AS RECOMMENDED BY MANUFACTURER. OF BAR . 0 � SUPPORT ATTACHMENTS TO STRUCTURE. AN ACTURER. LOCATE ALL TERMINAL UNITS ABOVE BOTTOM AND CONFORM TO ALL REQUIREMENTS OF DIV 16 AND REGULATIONS JOISTS AND RUN SUPPLY DUCTS THROUGH BAR JOIST WEBS. TYPICAL. MECHANICAL 03 FOR INSTALLATION IN A PLENUM IN A CRITICAL FACILITY. 0 UP THRU ROOF, SEE M2.4. PROVIDE RUBBER ISOLATORS AT ALL PIPE SUPPORT ATTACHMENTS TO ric 2810 LE STRUCTURE. 1 UP THRU ROOF TO ROOF CAP. SEE 8/M3.1. c 0 16x12 DOWN IN (E) SHAFT. ° (11) REMOVE (E) RETURN GRIT I F FOR WALL MODIFICATION. REINSTALL IN NEW LOCATION AND PROVIDE LINED gc 0 RETURN BOOT SAME SIZE AS GRILLE.. EAG UP THRU ROOF TO EXHAUST FAN. SEE 4/M3.1. 18 REMOVE SENSOR, EXTEND WIRING AS REQUIRED AND REINSTALL IN NEW LOCATION. >r 03C3J1�0>0 v° 10 38x18 FROM ABOVE. 38x14 DOWN. TRANSITION AFTER DUCT TAP. : 4i MANUFACTURERS' 1 100% G)!"1`5 - + 412-TII�7 1 11 MOUNT FAN COIL UNIT HIGH ON WALL ROUTE REFRIGERANT PIPING SIZED PER MANUFACTURERS I RECOMMENDATIONS IN CONCEALED SPACES TO ASSOCIATED CONDENSING UNIT ON ROOF. 0 12 SIZE REFRIGERANT PIPING TO MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL NECESSARY REFERENCE ONLY • - . ACCESSORIES INCLUDING BUT NOT LIMITED TO RECEIVERS AND FILTERS, NOT APPROVED WITH THIS PERMIT C ii 1- E8615 S.W.Aul Suite 107 t3eavertan, a IS I . ENGINEERING, INC. Fay (50 720-33213 M2 . 3 CO 0 lnee rfr ;assume Satuttcars' E-mail: rwengfarweng.com a- 21 o Project No.: 230.002.001 Contact 1CRIST11+17'RQNE oi :, - ` j , (re PRO , 4, --- ,----\ ,-----,. F ,,2,) ( . ) (.,,,3 ) ( 4 t) (1-9 ( 6 ) 0 ri) ® T. , Aef=4"Iger' <4,/„.4 Y 5 ' I . I '#YRO Al CO" 4 -Adiuki I8 \ EXPIRES 12/31/11 / - 1 ( A ) _ , ..._ .. . . - - - . - --- / 0 _ _ .___- ...................................-..-....- L. ___221 0 • . 1 __1___ _ ( B ) 141 / _ - _ _ _ (.—B) ,. - - , — c, . _ _ _ , _ • 0 0 i 1 i 1 1 ! 1 Aglik i 1 J :RC "i% A PECK lir i 117 vir . fil _ Mk ei M SMILEY 1 li 411 i .(E)Affak • law Mr I IlEir ETTLIN (119) _ _ _._ - — - -I r-- — 7--i - Aak— - _ t 1--- ..... _ _ _(,5 architects .,..5," / , L. \ • MY . - I (E) 1) ' F-1 1 - \ 4412 SW CORBETT AVE. I- ,--„, PORTLAND,OREGON 97201 (B.7) - — _ _ _ , J. li I i 1 — - — — — -— - "49.7) 'I I' -7 PHONE: (503)248-9170 I -N FAX: (503)248-0223 , ,...---------- if , . , (G) , -4— . _ A — - -- - - - -1c-) „,....,,- 9 n -...... , .., ------- , , --4----- , / 2 0 ,,------'--- a) \,.1 , 1 og -,..-1„., (E)er ------_.------' a) • 0 0 -- , co (c.,) _ _ .. ---,--- _ _ _ _ , ......., _ „ f ci) ,..--...\ ill --I-- - . - - - „...._, , _ _ __I_ _ —1-- (g- Ira Am w ,..... -------_ ,--- cl. 0 a) co AC > 2 GO er CNI -"1"44 C\1 00 , .....• en ® ,,, _ 1 c 0 — - - - _ _ — f'---) (...E._,) ,, ____---1-- . ret 0 ' ® ligni•J CO -01. ,--f- 1 J.) O'N.' C LC) al •wam. C'4 CD gcl" (3) 9 _ . ,-- C3') "C) „..... F. , (1). c„..2j (8) 0 ( 4 ) 0 (6 ) 0 o CD 1 o e6 LU c., E >, E o m 1 ROOF PLAN - MECHANICAL a M2.4 VEr.--1'-0" g' 0 "9 1.• CI Ce ...- R 06 . u_ . . ,-- ,- . . . GENERAL NOTES NOTES THIS SHEET . . 0, m A. FOR CLARITY A SINGLE LINE HAS BEEN USED TO REPRESENT 1 0 REFRIGERANT PIPE. UP FROM BELOW. COORDINATE ROOF MOUNTING E) MULTIPLE REFRIGERANT PIPES ON THIS DRAWING. ACTUAL PIP METHOD WITH ARCHITECT TO MAINTAIN EXISTING ROOF INTEGRITY. SEE 100% CONSTRUCTION 0 -C. QUANTITY AND SIZE SHALL BE DETERMINED DURING PIPE SIZING TO SHEET M2.1 FOR SIZING REQUIREMENTS. . MANUFACTURER'S RECOMMENDATIONS. DOCUMENTS ( 0 SEE DETAILS 1/M3.1 AND 2/M3.1. 0) A B. THIS BUILDING USES A CEILING RETURN PLENUM. ALL AREAS 1 0 ABOVE THE CEIUNG ARE RETURN AIR PLENUMS. ALL WIRING, cp. SEE DETAIL 4/M3.1. - 2 PIPING, ETC LOCATED ABOVE THE CEILING MUST BE PLENUM RATED ci.' ROOF PLAN o AND CONFORM TO ALL REQUIREMENTS OF DIV 16 AND REGULATIONS 0 SEE DETAIL 3/M3.1. ROUTE REFRIGERANT PIPING SIZED PER rn FOR INSTALLATION IN A PLENUM IN A CRMCAL .FACILITY . MANUFACTURER'S RECOMMENDATIONS IN CONCEALED SPACES TO MECHANICAL — c ASSICIA a FAN COIL UNIT. co FICMCis 2810 0 SEE DETAIL 8/M3.1. A PRAM 11.45 -0 g GEOCETh EAC § 0 DATE; 03/5V2010 D REVISICHSt LA A 100% GDS - 04/71/10 NI REFERENCE ONLY • u NOT APPROVED WITH THIS PERMIT tO ..E a -14C- ..S. B t.i >, to 0 OM 5 S.W.Allen Boulevar A d . . . , ' Suite 107 . Beaverton,Oregon 97005 Phone: (503)726-3319 M on d ENGINEERING, INC. Fa)c (503)728-33213 ill to el To /nearing intserated bzgutie. E-mail: illvengOweng.corn ici. Project No.: 230.002.001 Contact KRISTIN TRONE , • 0 0"- tv <': . AC UNIT — *,,S) PLO in, ---7 ,GIN � ff ry BASE CHANNEL INTEGRAL TO fi9�9- 9 Skr r UNIT _ { , }�� EXHAUST FAN, �— I. 2" STATIC DEFLECTION ,.�--�'" � DOWN BLAST 1" 5,�9�$ Nr 4. ISOLATOR & SEISMIC RESTRAINT SHOWN, UP BLAST '��'D A. CPR' J�ICS NAILER STRIP SIMILAR SHEET METAL BOOT W/ I 1 DUCT LINER. PAINT INSIDE FACE ( EXPIRES 12f31/11 I ' OF DUCT LINER BLACK. 1" THICK FIBERGLASS DUCTBOARD 1119 � '� HASHING RECEIVER APPROVED. PAINT BLACK. nu iii �""', NEOPRENE am PREMANUFACTURED CURB / . fEI ASSEMBLY PROVIDED BY MFR. LAP SEALANT RIGID INSULATION FASTEN FAN TO um n FLASHING 4" ° i!i ' CURB WITH - EL COUNTER FLASHING ADHESIVE ;�- i, x 3/4 LAG IN TO RETURN Niel °' ` SCREWS. ONE "- AIR PLENUM J IN / ii CONNECTION DETAIL CANT STRIP I 3-1/2" EACH SIDE.(SEE STRUCTURAL) MIN SAME SIZE AS c>W �+ I ( LAP SEALANT RETURN GRILLE ' -- ROOF ' '`�'" ' 1.�I' /"'1 ! ! I /, FLASHING MEMBRANE rrhh AN.16— • . 12" .CONCRETE TUB 2 x 8 MIN OR 4. Q FASTEN FROM P E C K a BELOW MIN 8 CURB EMANUFACTURED Iiiiiuiiuiuuuuuuuuiuui1 SMILE Y d MULTIPLE-PLY MEMBRANE PLACES BASE FLASHING BACKDRAFT DAMPER fiV TRANSITION DUCT T O F I T VENT INLET CEILING E T T L I N RIGID INSULATION W/ AS REQUIRED. RETURN AIR arch ! t e c f s PROTECTION BD. NOTES GRILLE a 1. CANT CURB AS REQUIRED FOR LEVEL INSTALLATION. rrrr�rrrrrrrrrirrr Q . �, 4412 SW CORBEL?AVE. . . !:::::•:.:•••:••••••v•••••:! 4. ROOF EXHAUST FAIN DETAIL 7 RETURN AIR ACOUSTIC BOOT PORT D, OREGON 97201 - IpMENE .....................( PHONE: (503}248-9170 ` NEW mu NOT TO SCALE MHV—ROOF—XHS —01 Mal NOT TO SCALE MI-IV—REIN—AIR—BOOT-01 FAX: (503)248-0223 warm r:»ir METAL DECK II METAL DECK ACOUSTICAL LINER 11 JOIST BEAM (SEE SUSPEND UNIT FROM "4j� MIN. STRAIGHT LENGTH STRUCTURE W/ HANGER CONT. OVER TUB ( STRUCTURAL STRAPS. SEC } OF INLET OPENING TO STRAP SECURELY U BE 1.5 x INLET SIZE FASTEN (BOLT) TO UNIT OR PER MFR'S AND STRUCTURE. CAP RECOMMENDATION. L— DUCT SIZE SAME AS 3"-O" MIN (VAV) L_ 1 ROOF INLET OPENING OF A 4'-O" MIN (FPB) F LAP SEALANT NEOPRENE 1/2 DETAIL VAV TERMINAL, ; M3.1 NOT TO SCALE TO >=IRST OUTLET a) SEE FLOOR PLAN FOR , FLASHING [ 11 111V FAS`fEN CAP TO CURB 0 DUCT SIZE. 3' TRANSITION ROUND ADHESIVE AI WITH 1/4" x 3/4" LAG DUCT TO PLENUM AS SCREWS. ONE EACH '� ,-, REQUIRED IF PLENUM CANT STRIP SIDE. Cn 0 I HEIGHT IS NOT 2" LAP SEALANT `_� z ROOF R MORE THAN ROUND �— DUCT SIZE. (Q DUCTWORK PLENUM,-' �, K, TRANSITION (� SIZE TO FIT UNIT. „' 'U HEATING COIL. (SEE FASTEN FROM PREMANUFACTURED C (•• iii SCHEDULE) BELOW MIN 8 CURB i CD PLACES THREADED CLEANOUT VENT VAV TERMINAL UNIT. I I I-,,t) SCHEDULES:::: 11N PROVE UNISTRUT. it ii NAL DETL c�) SUPPORT. .4 '! M3. 1 NOT TO SCALE M MV—VAV—a, NOTES -� �r AS REQUIRED FOR LEL INSTALTION.,, C LO co 8 ROOF CAP DETAIL co Nrst- F.: TRAP SEAL SIZE TO USE ELBOW ENTRY M3,1 NOT TO SCALE I BE AS RECOMMENDED WHERE SPACE C ALLOWS '"�' CZ T-- FOR SIZE OF UNIT BY 1. ! ; TE, PIPE CLAMP, UNIT MFR FOR DUCT TYP DIAMETER SEE E 0 5'—O" MAX. LONG 1 ° MECHANICAL E ROOF FLEX DUCTWORK FOR 1 FLOOR PLAN ELBOW AND FINAL O ( ALIGNMENT ONLY { O PANDUIT NOTES: UL LISTED FLEXIBLE S 1. TRAP PIPING TO BE SAME SIZE AS AC UNIT DRAIN. ' PROVIDE TWO TRAPS (ONE EACH SIDE) ON UNITS. DUCTWORK SUPPORT J 06 c 20 TONS AND LARGER. f PANDUIT �... ..._. N__... p U 4 z , -€' - 3 2 CONDENSATETRAP DETAIL CEILING CEILING Li-) H DIFFUSER/GRILLE M3.1 NOT TO SCALE MI-IV-00 ND—TRIO-01 \,, . ELBOW ENTRY , ._,..,....... _ .�� Aj INTERNALLY LINED 500 kW GENERATOR / o !OD/ CONSTRUCTION 0 PLENUM SEE L - " " FLEX DUCTWORK `-0 DOCUMENTS 13 r- -1 3 24 -- 8 FASTEN FROM ABOVE ~' FOR FI - L) 4 x 4 PRESSURE- MINIMUM 2 PLACES MAX ALIGNMENT ONLY f # 1 N TREATED LUMBER COUNTERSINK BOLT - 111----r-FOR 1 Q ADHESIVE FLUSH WITH TOP ;I !]ETAlLS - �. OF SLEEPER. I DUCT , O LAP _ z ° DIAMETER SEE I L J "r1. ,a(�i" (! FLASHING --- MECHANICAL MECHANICAL thom I SEALANT �� s. !�►.a� FLOOR PLANBiI�! *' CANT STRIP iri ROOF w.__..� -� _ , 1 � ��'K[t ..Y-IIQf��:s.�,R?YnS6�:.tifTCiO.X'IPr'C,+9 rE . ,,� .�i=fit. 45' PANDUIT MAIM 'VP -c4 ze--- ATTACH PLENUM TO t CletKEIN EAC E NOTES: Eft DIFFUSER/GRIT I F AND SEAL 1. SURFACE MUST BE CLEAN AND SMOOTH, FREE VIEW NOTES: �� " FROM WATER, OIL AND LOOSE MATERIAL. CEILING CEILING 0 ckIct PROVIDE 7'-0'" WIDE x 5'-O" HIGH BACKDRAFT DAMPER IN 100% 1�` - 04/21/10 2. CANT CURB AS REQUIRED FOR LEVEL INSTALLATION, DIFFUSER/GRILLE ENCLOSURE WALL. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. BACKDRAFT DAMPER SIMILAR TO RUSKIN 8D2 f A2. REFERENCE ONLY 3. LOCATE SLEEPERS IN OPPOSITE DIRECTION OF ROOF PLENUM ENTRY NOT APPROVED WITH THIS PERMIT f., SLOPE TO AVOID CREATING A WATER DAM. 0 U 4. COORDINATE WITH ROOFING. WARRANTY HOLDER TO . 0 ,.._. NOTE: USE PLENUM ENTRY WHERE SPACE DOES NOT ALLOW FOR ELBOW ENTRY. VERIFY THAT ROOFING WARRANTY WILL NOT BE VOIDED. PARTIAL GENERATOR W CO I RILLE DETAIL ENCLOSURE PLAN — MECHANICAL 3 RCS O F U R B DETAIL �� — " 9815 S.W.Allen Boulevard r 726-3319 M3m01• M3.1 NOT TO SCALE wcRV-ROOF—CURS—a4 M3, NOT TO SCALE MIIV-CLIFF—a M3, SCALE. 1/S = 1 O Bea Si Oregon e7005 aj INC. Far Phone: (503)7264326 ENGINEERING, E-mall: rweng�rweng.com °- ineerine Inte9ate�cf evhrtlon� a o lProject No.: 230.002001 Contact KRISTIN TRONE ,�;� f \0 ��c-D . PRO , SIN PLUMBING FIXTURE CONNECTION SCHEDULE PLUMBING OGENERAL NOTES s ,.. ... MARK FIXTURE W V CW HW TW MANUFACTURER REMARKS A. THE DRAWINGS ARE DIAGRAMMATIC. PROVIDE ALL MATERIAL (NEW AND UNDAMAGED) AND t-F i . . LABOR FOR A COMPLETE AND OPERABLE SYSTEM. VERIFY ALL BUILDING MEASUREMENTS, - ■ CW COLD WATER DIMENSIONS AND EQUIPMENT LOCATIONS BEFORE PROCEEDING WITH ANY OF THE WORK. eei �qr 5,19` c Y - - ---- HW HOT WATER 4 A. C +c hji' WG 1 WATER CLOSET, ADA 4 2 i 1/4 ZUARN 25560, FLOUR MOUNTED, DUAL FLUSH,Z6000AU-DF WHITE OPEN FRONT SEAT B. ALL INSTALLATIONS SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE CODES INCLUDING - UNIFORM BUILDING CODE (UBC), UNIFORM PLUMBING CODE (UPC), INTERNATIONAL ___ -- - - HWR HOT WATER RECIRC I EXPIRES 12/31/11 I SH-1 SHOWER, ADA 2 1-1/2 1/2 1/2 FIBER-FAB 38H1 LP 1-PIECE FIBERGLASS, PRESSURE MECHANICAL CODE (IMC), UNIFORM FIRE CODE (UFC), NATIONAL FIRE PROTECTION V VENT SYMMONS 25-500-B30-V BALANCE 2.0 GPM ASSOCIATION (NFPA) AND UNIFORM STRUCTURAL CODE (USC). THE ABOVE MENTIONED - " • UNIFORM CODE SHALL ALSO INCLUDE THE OREGON SPECIALTY CODES. WHERE TWO CODES W SANITARY WASTE (ABOVE GRADE) LV-1 LAVATORY, ADA 2 1.1/2' 1/2 1/2 ZURN Z5360 WALL MOUNTED, SUPPLIES, - DIFFER THE MORE STRICT OF THE TWO SHALL BE FOLLOWED. - - - .�. W SANITARY WASTE (BELOW GRADE) CHICAGO 2200-4CP STOPS, P-TRAP, 0.5 GPM / .�_ r.. .... ,_, ..... .... rift .... ..... JIM. ..41111h. in _ C. OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING ,RD' RD RAIN DRAIN ABOVE GRADE) - LV-2 LAVATORY 2 1-1/2 1/2 1/2 AMERICAN STANDARD UNDER COUNTER MOUNT, AUTHORITIES HAVING JURISDICTION. SUBMIT ALL CERTIFICATES PRIOR TO ACCEPTANCE. Ilk / n 0614.000, 2506.175, 605XTMV EXISTING SUPPLIES, STOPS, — —RD---- - RD RAIN DRAIN (BELOW GRADE) 1 NEW P-TRAP, 0.5 GPM D. PROVIDE A STATEMENT OF WARRANTY TO REPLACE ANY WORK OR MATERIAL WHICH °' `,,,, �"` `"'' `w --1, -IP- W "W W W w -- -- W w w w -- w "W DEVELOPS DEFECTS, EXCEPT FROM ABUSE, WITHIN ONE YEAR FROM ACCEPTANCE WITHOUT G' - G NATURAL GAS S-1 SINK 2 1-1/2 1 2 1 2 ELKAY LRAD 3722; LK-35 2-COMPARTMENT, SUPPLIES ADDITIONAL CHARGE TO THE OWNER. CHICAGO 2304-CP STOPS, P-TRAP, 1.5 GPM 'FOS' FOS FUEL OIL SUPPLY E. MANUFACTURERS AND MODEL NUMBERS LISTED IN THE PLUMBING CONNECTION SCHEDULES FOR FOR FUEL OIL RETURN S-2 SINK 2 1-1/2 1/2 1/2 ELKAY LR1720; LK-35 1-COMPARTMENT, SUPPLIES, ARE. THE BASIS OF DESIGN. SUBMIT SUBSTITUTION REQUEST FORM FOR DIFFERENT MANUFACTURERS AND PRODUCTS FOR REVIEW. EXISTING TO REMAIN P E C IC CHICAGO 2304-GN8A STOPS, P-TRAP, 1.5 GPM -- - -- . . F. VERIFY ALL ELECTRICAL REQUIREMENTS BEFORE ORDERING EQUIPMENT. S M I L E Y S-3 SINK 2 1-1/2 1/2 1/2 ELKAY LR2022; LK-35 1-COMPARTMENT, SUPPLIES, CHICAGO 2302-GN8A STOPS, P-TRAP, 1.5 GPM G. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. B.G. BELOW GRADE E T T L I N DP-1 DRAINAGE PIPE 4 SINGLE W A L L PERFORATED HDPE H. COORDINATE WITH OTHER CRAFTS AS REQUIRED TO COMPLETE WORK IN ACCORDANCE WITH DS DOWN SPOUT a r c h i t e c t s L\ PIPE WITH SOCK CONSTRUCTION SCHEDULE. (E) EXISTING -- 11• It _ .- ■• r •$ -a .' I I. TEST ALL EQUIPMENT PRIOR TO ACCEPTANCE IN THE PRESENCE OF THE OWNER'S - (N) NEW REPRESENTATIVE. (R) • REMOVE 4412 SW CORBETT AVE. FS-1 FLOOR SINK 3 2 COMMERCIAL ENAMEL 906-3 PRIME, 1/2 GRATE J. CONTRACTOR TO PROVIDE ACCESS DOORS WHERE REQUIRED. PORTLAND,OREGON 97201 VTR VENT THRU ROOF PHONE: (503)248-9170 FAX: (503)248-0223 K. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AT AN APPROVED LOCATION. TRENCHES O FCC FLOOR CLEANOUT S5-1 SERVICE SINK 3 2 1/2 1/2 EL MUSTEE 63M FLOOR MOUNTED, HOSE AND FOR PIPING SHALL BE SHORED AND WIDE ENOUGH FOR PROPER INSTALLATION. PROVIDE CHICAGO 897 HOSE HANGER, MOP HANGER 3/4 INCH MINUS CRUSH ROCK OR SAND FOR BACKFILL.. COMPACT FILL FOR PIPING TO 0 COTG CLEANOUT TO GRADE MEET 90% COMPACTION. COMPACT AT 6 INCH LIFTS. PIPE SHALL LIE ON COMPACT• 6 WH-1 WATER HEATER 1--1/2 1-1/2 A.O. SMITH BTH-120 GAS FIRED, 60 GALLON, INCH BEDDING. WCO WALL CLEANOUT 120,000 BTU L PIPING MATERIAL SHALL BE AS FOLLOWS: Ell BALL VALVE i• ' 1 ET-1 EXPANSION TANK 3/4 AMTROL ST-12 WATER - TYPE L COPPER (1/2"AND LARGER, ABOVE GRADE) WITH SOLDER WROUGHT COPPER FITTINGS. N CHECK VALVE I - - TYPE K COPPER (1/2" AND LARGER, BELOW GRADE) WITH BRAZED 01' HOSE BIBB • CP 1 CIRCULATION PUMP 1 TACO 008 ELECTRIC, 1/25 HP, 120V, 1 PH WROUGHT COPPER FITTINGS. C - COPPER TUBING (3/8" AND SMALLER, CONCEALED INSTALLATION). Efil-1 PLUMBING FIXTURE MARK NO. SEE PLUMBING P-1 CONDENSATE PUMP 3/4 LITTLE GIANT 1/30 HP, 120V, 1 PH _ PLASTIC TUBING (3/8" AND SMALLER, EXPOSED INSTALLATION). FIXTURE CONNECTION SCHEDULE. (...) VCMA-2OULS PEX PIPING (TYPE A) ONLY WHERE INDICATED ON DRAWINGS. -- —. N... WATER (BELOW GRADE) - SCHEDULE 80 CPVC PIPE AND FITTINGS. 0 SHEET NOTE (/) . SP-1 SUMP PUMP 1-1/2 HYDROMATIC 120V, 1 PH, INSIDE VERTICAL WASTE - NO-HUB CAST IRON (ABOVE OR BELOW GRADE), CAST IRON Fi i 11NGS C By-Al PERFORATED 14" PVC PIPE, WIN CONNECT TO EXISTING AT THIS POINT. VERIFY 0 NEOPRENE GASKET STAINLESS STEEL COUPLINGS. EXACT LOCATION, SIZE AND CONDITION: ._ 4'-O" LONG; ADDITIONAL FLOAT ....r 1 FOR HIGH ALARM VENT - NO-HUB CAST IRON (ABOVE OR BELOW GRADE), CAST IRON I-IIIINGS CO n - ,.... Gp-1 GARBAGE DISPOSAL 1-1 2 IN - SINK- ERATOR 1/2 HP, 120V, 1 PH NEOPRENE GASKET STAINLESS STEEL COUPLINGS. () BADGER 5 ACID RESISTANT - POLYPROPYLENE (ABOVE OR BELOW GRADE), RIONFUSE FITTINGS • _ _ _ _ ._ - - - INDIRECT WASTE - T `�'TYPE L COPPER WITH SOLDER WROUGHT COPPER FITTINGS. "'� C C'f3 FT-1 FUEL OIL TANK HOOVER VAULT TANK 4,100 GALLON STORAGE, DOUBLE RAIN DRAIN NO-HUB CAST IRON (ABOVE OR BELOW GRADE), CAST IRON FITTINGS > WALL,L, UL LISTED STANDARD 2085 WITH 1 NEOPRENE GASKET STAINLESS STEEL COUPLINGS. CV a) WB-1 WATER BOX 1/2 GUY GRAY M 1 B1 NATURAL GAS -- BLACK STEEL PIPE SCHEDULE 40 WITH BLACK MALLEABLE IRON r-- THREADED ' C FITTINGS. GAS CONNECTION SCHEDULE c_ o EQ-1 NATURAL GAS LITTLE FIRE FIGHTER 1-1/4", STABILIZER BRACKET TO CONDENSATE DRAIN - TYPE L COPPER .� N U EARTHQUAKE VALVE AGV-125 PREVENT FALSE ACTIVATION ITEM EQUIPMENT LOCATION MBH PIPE - - - - - _ - -. -- _ _ - M. FURNISH STOPS, SUPPLIES AND CHROME PLATED 17 GAUGE P-TRAPS FOR ALL PLUMBING FIXTURES. 12 0 WRAP STOPS, SUPPLIES AND P-TRAPS ON EACH LAVATORY TO MEET ADA REQUIREMENTS. (BROCAR - " PRODUCTS, KIT 500R). WH-1 WATER HEATER JANITOR CLOSET 120 1/2" Ty E N. CONTRACTOR TO FLASH AND COUNTERFLASH NEW VENT THRU ROOF. WATER TIGHT. RTU-1 ROOFTOP UNIT ROOF 1000 1-1/4" C CD co 9. DDC 1 O. INSULATE ALL CW AND HW PIPING PER CODE REQUIREMENTS. RTU-2 ROOFTOP UNIT ROOF 350 3/4" " • r I- 0 P. PRIME ALL FLOOR SINK AND FLOOR DRAIN TRAPS. RANGE BREAK ROOM 20 1/2" 'I"- r) ' TOTAL 1490 1-i/4" A E 0 „. a CHECK VALVE ► PRESSURE E CP-1 MBH I GAUGE, TYP. 0 - �, HOT° WATER 1/2" 229 0 I RETURN d _ 1 '" 480,- R -}- [ 1_v2 HOT WATER 1" 904 06 THERMOMETER -- - 1-1/2 1.1.- z . -Fib! -- - ---1 COLD WATER 1-1/4 1855 +.�,,. -� > a. EXPANSION TANK. 1-1/2" 2779 [-� WALL -' �I MOUNT ON WALL OR 2" 5352 '` ....t1-1 ._ SUSPEND FROM .a BALL VALVE, TYP --�� w �+ 3/4 STRUCTURE ET-1 PIPE SIZING BASED ON 2 LB. DELIVER Y 200' TOTAL DEVELOPED LENGTH. 0 UNION, TYP -- I �..,.. ASME CODE PRESS- I I TEMPERATURE RELIEF g MAINTAIN VALVE, PIPE FULL 100% CONSTRUCTION MANUFACTURER'S SIZE TO FLOOR DRAIN RECOMMENDED DOCUMENTS 0, CLEARANCE 4" PVC OUTSIDE AIR to INTAKE. ROUTED UP ' C ��,.� 4 THRU ROOF. m UNISTRUT. TYP 4" PVC EXHAUST SCHEDULES & DETAILS a.0 SECURELY FASTEN TO WALL. UTILIZE ROUTED UP THRU 0 MIN. 3 STUDS FOR ROOF PLUMBING .a5 MOUNTING WH-1 MIN 1" WIDE 18 GAUGE HIGH PRESSURE GAS COCK r .ECT, 28I0 SET 120'F METAL STRAP AT 1/3 GAS LINE > 0 POINTS. SECURE.STRAP . If LOW PRESSURE a TEST PLUG TO UNISTRUT ON WALL TEST PORT GAS LINE. EAC E TO MEET SEISMIC ZONE TO UNIT (FLEX E FROM GAS SUPPLY 3 AND 4 REQUIREMENTS GAS COCK a --�- PIPING LAST 12 PAM 03I3120I0 o : v LOW PRESSURE (-CHI INCHES) [ ,, HOSE BIBB DRAIN FROM .� GAS PRESSURE METER TEST PORT GAS UNE. FLASH AND 170i GI7'S - U4127/'13 REGULATOR -1- 1DRAINPAN , - GAS PRESSURE o I " HIGH TO UNIT (FLEX SEAL ROOF g REGULATOR 0 GAS COCK A 3/4" DRAIN FROM PRESSURE PIPING LAST. 12 PENETRATION VENT AS REFERENCE ONLY a DIRT LEG MIN. 6" ..... Li •' '� DRAINPAN TO F.D. GAS LINE INCHES} �`"`--DIRT LEG REQUIRED NOT APPROVED WITH THIS PERMIT 4:4 ,,•--FINISHED FLOOR �`''~�- GAS PRESSURE --- .k REGULATOR c T VENT AS - ta NOTE: REQUIRED w FROM '' PREMANUFACTURED SEISMIC RESTRAINT SYSTEM DIRT LEG METER v p0 . 1 §'.- `0 9615 S.W.Allen Boulevard APPROVED. SUBMIT WITH REVIEW SUBMITTALS. Suite 107 Beaverton,Oregon OAS CONNECTION D ETAI L Phone: (5 0 )726-3315 j p ENGINEERING,INC. Fa'c (503)72.6-3326 t0 I OAS WATER HEATER - 12O SYSTEM . 2 GAS CONNECTION DETAIL AI THROUGH ROOF > at � m.t _m ll: g@ e $. m �- ! PO.1 NOT TO SCALE MPL—WATR-HEAT-NGAS-05 Pal NOT TO SCALE MPP-GAS—coNN-01 P0.1 NOT TO SCALE MPP-GAS—CQNN-oz Project No: 230.002.001 Contact GARY RYBERG i 0 i . . . . . \ .. • . (IQ PRO . . .... 19;98 _ . ,—...., ,..--.., ..----„, ,,------, 1 ) ( ) ( .7) 3 ) . .0 " k .,.. tii-,-) . (1/4.7) . 1,) c9_) CO TT .,. „ , ..._ ............„ I . <2.,,,, . 5,i0; 4- .14frits A. C 0 7 EXPIRES 12/31711 la I , . „ • I ■ I 1 i . 1 1 • (E)2-1/2"CW 1 1 ir-***-----'-'----' A 2"CW / t, ! 1 t V r I- 1 , 1 . : R (,..—.,A ) • , -I I I DRY SUMP FOR .. I 1 / / ‘,.,:.9 . . ,---1- , . _ _ _ r ..„,..., 1.2•:: L - 1 Ef I DP-1 —1..0K-D-Li-E.CTION LI- :ARM- , 1 .1----1_ y - 1—j r------ ,,,----,_ ..-----t = , , . 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',-- --, L.., .4 It 1 i ii ,,-. i 144 •,-1•A CO .--,- i . 1.. \...... ...... ...... ...... ...... ...... ...... ... : :,..... ....„,1 e\I _ i EXERCISE (1) LOGISTICS 1-1/2"V UP . .,..,"I'''' (E)4" ; ROOM s IT ..,.. 1 i I I I I CL 132 I , //' ,,: ' 0 > co C\I 1 4"W Qt ---„,,j e" I i, ..r._,.„ ',iii CO -c Ni.. i v 1 II a) 40-1 (3) C CD 2) \ i _ !.-, - - - - - - - .._. _ - - i - 4- - - - 4 ta - - - . EFD _ __ _ I - ----- - - - -0) .. 1414.. ct _ (7)- 1 - , i -,', iil, Pi- ' .,,,,, '`'':i'l -- - , C 1...---=2-_. --_,. ,, .-_____I ,........_ = i IA 1 (II 1-...-.. i . I i 1 1 1\ -1 .-"" _ - Ei, __---- --_ '''.. ...... t .... I -...- . —,-....-,.....--...-N, CII) F.-------•-••----- 1.-==.-----I---_ -----= T(Eludik __ . _ i , .-, fE) - ____ ,,_____ _it i ...,, \ 1 , ,....._,/ CO I . . ( ) I. ! i / . . -Cd LOCO • . io -...,,_ in Cta 44■1" CD 2 ,-----_, --, . .-L. . -----.„ /---, ,...---‘, ,- ( 1 ) ( 2) (2.7) ( .) ( ) ( .__,,) ("D ii,,,L) 1 ( ) (J7) 0-6) (-1 1) 0 . . CU N--- 5 .. C.4 . t4 1 FIRST FLOOR PLAN — PLUMBING E 0 . ›, P2.1 1/8"=.1 I.-On 0 m . 1 . . 0 0, 0 . . ..., . oi NOTES THIS SHEET ....", 06 . . 0 REFER. TO SHEET P2.2 FOR CONMNUATION. 1.1.. ILI < • I 40 ROUTE HOT AND COLD WATER DOWN IN WALL TO MANIFOLD FOR > . . : -.-- . CONNECTION -TO FIXTURES. i- ,.., - ,• . : • : , 0 REMOVE EXISTING LAVATORY AND FAUCET AND PROVIDE NEW FIXTURE. ...- : • u . CONNECT TO EXISTING SERVICES. 0 • -c . A O . . • , 1 0 PROVIDE 3/8' COLD WATER SUPPLY PEX PIPE WITH VALVE ABOVE . . _ COUNTERTOP FOR FUTURE COFFEE MAKER. COORDINATE LOCATION WITH 3 ARCH CT. . 100% CONSTRUCTION 0 . . w • ..... DOCUMENTS c tu - - 0 0 c 0 2 = O . FIRST FLOOR PLAN I o co 0 . PLUMBING c. C k ..... Fgatcri 210 03 'V C OMNI Muir CP ICI c EMED: EAC 0 • E E O . PA1Es 0313112010 0 : . : a: . remota 43 . LS, 100% CDS - 04/27/10 . . .• oi • REFERENCE ONLY a . . c),.. . • NOT APPROVED WITH THIS PERMIT --,;, 0 4) ..E 2 . • < c 7,5— 4-. • LIJ .. I- ,, • . 9815 S.W.Allen Boulevard .0 to . w , .- . . Suite 107 Cri = • . , Beaverton,Oregon 97005 0 .c Et Li Phone: (503)725-3315 cf.) a Di ELI ENGINEERING, INC. Fa)c (503)7264326 CO d svalperine Integrated sokitlemso E-mail: rweng@rweng.com I. ! I 141 C*4 CI ....."*. • . % Project No.: 230.002,001 Contact GARY RYBERG E u.., .i oz -1'... . . . 0. 1,__ 21.i' . . - . . • , . , PRO . ... 4, . .89 7. tilV:A . - .."---... /--,„ .,..--...„, ---....,, Illif cl..) (N,..,_2..) (2.7) ( 3,) /----- , . Let ) , • / , 5. (D7 (-i) ( ) • (Dr (-1-0 (11 ) .T - <2:4414f43;A5:C19:\:&/ 5/Tie .......,_. . ,...... I EXPIRES 12/31/11 I 1. I, 11 r y r - - i / . , i , . _____ . ..______ ._ ,„_ ,i_ ....,_ 1 L ,---, / ---,- A '' '''',.,. 1 -, --- . • _I ev-',- • r....11 --'—'1I • . 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Ct C4 . llow.: . Lei . ? : . . ...--- • LI ci .....- • z u *E" a NOTES THIS SHEET .. .... _ u O v , m 0 ROUTE GAS UP THROUGH ROOF FOR CONNECTION TO EQUIPMENT. G . . 100% CONSTRUCTION . .0 11% REMOVE EXISTING LAVATORY AND FAUCET AND PROVIDE NEW FIXTURE. < CONNECT TO EXISTING SERVICES. DOCUMENTS . 4 c 43 c.) ® PROVIDE 3/8' COLD WATER SUPPLY PEX PIPE WITH VALVE ABOVE o6n . COUNTERTOP FOR FUTURE COFFEE MAKER. COORDINATE LOCATION WITH A '' ..5 ARCHITECT. THIRD FLOOR PLAN v I.2 c 0 0 REFER TO 1/P2.2 FOR CONTIW .ATION. PLUMBING 0 c . -a . • = mw= 2810 . . a3 . • -0 . . c • • mai. HP O . -0 .. : . . c cazgaN EAC E I O . . E • • DAM 0313112010 :0 c) ct - MANCH% A 100% CDS - 04121110 . . i. 04 O REFERENCE ONLY • 0 ....- .....ca NOT APPROVED WITH THIS PERMIT u :. . .E , _ ..ij .5. . , 0' ... o . . 9615 S,W.Allen Boulevard E Suite 107 I- - V1 = • Beaverton,Oregon 97005 .,,v ft° O Phone: (503)726-3315 2 • 3 ., a.. . ENGINEERING, INC. Fat (503)728-3326 o I snemedene ktograted eclutionei E-mail: rvveng@rweng.com a. n C•4 'LN., Project No,: 230,002.001 Contact GARY RYBERG i C7T- C's1 . . 0 . . . • . . , . . . . . : ' . . . . • . . cle PRO j`r GIN de' r-- — 98 / 01L -- _ _ NOTES THIS SHEET (2)4,4,414< „ g$ i ri l ir!91 .sf PROVIDE ONE 3/4” FUEL SUPPLY PIPE AND ONE 1 RETURN FUEL PIPE RD A. CA' '�` Vf, 'p 1 Li FOR GENERATOR NUMBER 1. PROVIDE ONE 3/4" FUEL SUPPLY PIPE EXPIRES 12/31/11 �� AND ONE 1" RETURN FUEL PIPE FOR GENERATOR NUMBER 2. PROVIDE ANTI SIPHON VALVES FOR EACH FUEL PIPE AT STORAGE TANK. MOUNT Li 0'11 FUEL PIPING TO BACK WALL USING UNISTRUT AND HANGERS. ROUTE Y ;� EACH SET OF FUEL PIPES DOWN WALL TO GROUND LEVEL AND ROUTE €} 'f ALONG SIDE OF EACH GENERATOR. f� ;:- VERIFY FUEL CONNECTION POINT FOR il ,e4,';-,, .,. BOTH GENERATORS AND CONNECT PIPING AS REQUIRED. ,_,,,_, r „„N / . ....,_, 4 I I. ! i — _ — ,( r5 1 ., 1_,_____._._.. . ____....._.�__._.____ ,___��..___�.__._..._..�_.. _ ^ iI i1 ,, ,.�_...,....., 71 i w , p , - PECK = t; ! .r3nram =mm M ...,.�: : .M . �_��.:: _.Y�tWx SMILE Y __......._:.ry F T—9 L H f� 1 E T T L I N LL IL r I architects 11 t p , ri r.,a cr.*a-� ra rn nr,m.Y mi s^s rs rg r e¢s cs _ . � -�, RI ' , 3jOS� RATC 1 i �• j_.7, 1 Li , !f __.,r.___ E 1 FOR PD Ha�htED�(43}248-9170 1 �°�..�..� 1,r J iicri-.— FOR FAX (503)248-0223 p m=mom m a; m o s” "_"I m'_'I m=Li...='C; ; u .•...+:r: .v.-.vxan....,,.::.r�..3.�:;..z.a>...:..rr..._...,..aa. _ e��....w:sm.,::s�- GOl 171; .., ,, lj. ,1-1--, . -,-1 €l 1 3 _Z L-_ jt l 1 10 sr� _ _- i -- - 11 I [ ,...._I c w 3 E* L7 fi ^ z t » U f S 1 I n k GENERATOR i ��'` `` C13 \-,,, L 0 ,�1 4-_ i NN. CO 7 Clmes=M rZt7r1==^saran= s3 I _._ w.a .�_,�: _ �z ^^:w..Y,:,. a �� '�. 1 -L b' - - \ -ail.7____T F \ w 0 4 - - U t� r i- -4 •7 m e it m is=m m tv! m m r.3 n tl m r4 n rf _ ,..........E.. .»:: ,.a.W..._._.--._,.._.-... _.._.. ..._..� . CD ( GENERATOR it 1 0 IciAi) „,,,100 L•-.,>.....:.rv,....->.rd 1._. .1I J of) < cq C Tit L_,.....1 ir"(77 ...0 l***4" -"*.'-'7-- \ t.-.7.A (s4D 4...0 0) . K 1l CI) - 1-L-1 r,<:,..,"."'", rte‘ 0 I CI) 173 9 ii 11 .-- 1 r#,:, CO Nil' CD r t I ti li l'jj t'-' ) .,/,',f- c v.- F-- ..i ! t S k [1 N \ i0df oi ri E - 0 v . E I GENERATOR ENCLOSURE PLAN - PLUMBING O .„ P2.4 1/8n=1'—On 0 o Ct a. 06 U. (n S a_ > ....- !!; m �; Q 100% CONSTRUCTION . c DOCUMENTS to c 0 GENERATOR ENCL. a PLUMBING .l psi 2810 m -0 PRA& tykr c -a C E 0 PAM 035112010 CC RF:Y161 -11 26 , 100% CI - 04/27/10 c, REFERENCE ONLY 0 0 NOT APPROVED WITH THIS PERMIT U _ A r W {j}.. REM i e P 2 4 Ei te5 S.W.A[Een Boulevard 0 cn 107verton,Oregon 97005 0 . Phone: (503)726-3315 0 <L I ENGINEERING, INC. (503)728 326 w c.v , "Eneweri krta rata!€obtic e. E-mail: rweng©rweng.com a. 0 Project No.: 230.002.001 Contact GARY RYBERG 3 ,. _. _ ��3% .O PROress ELECTRICAL SYMBOL LIST �� ,GtNE-4 • �� * This is a standard list and not all symbols and abbreviations may be used. ,,r,: , �� - , LIGHTING SWITCHES AND RECEPTACLES RACEWAYS �-E �� 4 F�'�2 y 13,1° �G� Frk W Spy n GROUND MOUNTED LANDSCAPE LUMINAIRE $ SINGLE POLE SWITCH = SURFACE METAL RECEPTACLE RACEWAY CONDUIT CONCEALED IN WALL OR 2 = DOUBLE POLE SWITCH CEILING SPACE EXPIRES: 06/30/10 3 = THREE-WAY SWITCH MULTIPLE CHANNEL SURFACE METAL RECEPTACLE RACEWAY a LUMINAIRE RECESSED IN WALL 4 = FOUR-WAY SWITCH WITH LOW VOLTAGE DIVIDERS, LENGTH AND RECEPTACLES - - - - - - CONDUIT ROUTED BELOW FLOOR / GRADE 3M = THREE POSITION MOMENTARY SWITCH WITH CENTER OFF AS INDICATED a THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION D' AREA LUMINAIRE ARM MOUNTED WITH POLE AND CONCRETE BASE D F = DIMMER EXISTING CONCEALED IN WALL FAN SPEED CONTROL MISCELLANEOUS OR K = KEY OPERATED SWITCH . Q AREA LUMINAIRE POLE TOP MOUNTED WITH POLE AND CONCRETE BASE L = LIGHTED HANDLE - - - — EXISTING CONDUIT ROUTED BELOW M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD 0 CONDUIT ELLED UP FLOOR / GRADE Iiiii, P = SWITCH WITH PILOT LIGHT :; AREA BOLLARD LUMINAIRE WITH CONCRETE BASE S = SENTRY SWITCH 0 SUBGRADE VAULT POWER T = INTERVAL TIMER • CONDUIT ELLED DOWN W = WEATHER PROOF SWITCH © FLUSH IN GRADE EXTERIOR WATERTIGHT LUMINAIRE V = LOW VOLTAGE SWITCH © SUBGRADE VAULT TELEPHONE 3 CONDUIT/WIRING STUBBED OUT WITH END CAP OR ® CEILING MOUNTED OCCUPANCY SENSOR INSULATED PLASTIC BUSHING I> FLOODLIGHT P = PASSIVE INFRARED © SUBGRADE VAULT CAN P E C K D = DUAL TECHNOLOGY CONDUIT/WIRING CONTINUATION U = ULTRASONIC, 360 DEG RANGE pp SMILE Y L. RECESSED FLUORESCENT 2' X 2' LUMINAIRE H = ULTRASONIC, HALLWAY PATTERN Q POWER UTILITY POLE ∎I GROUND ROD ETTLIN 0 SURFACE MOUNTED FLUORESCENT 2' X 2' LUMINAIRE 1 Q WALL MOUNTED OCCUPANCY SENSOR TP architects TELEPHONE UTILITY POLE P = PASSIVE INFRARED WATER PIPE GROUND CONNECTION D = DUAL TECHNOLOGY 2 WALL MOUNTED LUMINAIRE m UTILITY TRANSFORMER PAD/VAULT EH WALL MOUNTED OCCUPANCY SENSOR SWITCH -III GROUNDING POINT 44 f 2 SW CORBETT AVE. I RECESSED FLUORESCENT 2' S = PASSIVE INFRARED WITH INTEGRAL "OFF" SWITCH REFERENCE NOTE PORTLAND,OREGON 97239 X 4 LUMINAIRE C } T = DUAL RELAY PASSIVE INFRARED WITH TWO INTEGRAL "OFF" SWITCHES STANDBY/EMERGENCY GENERATOR PHONE: 503 248-9170 D = PASSIVE INFRARED WITH INTEGRAL DIMMER TO OFF. FAX:(503)248-0223 0 SURFACE MOUNTED FLUORESCENT 2' X 4' LUMINAIRE MECHANICAL EQUIPMENT CONNECTION ITEM. i9 CEILING MOUNTED PHOTO CELL CM REMOTE GENERATOR ANNUNCIATOR REFER TO SCHEDULE 0 RECESSED LUMINAIRE D = CONTINUOUSLY DIMMING S = SWITCHED `.`^L"" DRY TYPE TRANSFORMER ABBREVIATIONS A AMPERES, AMBER PH PHASE r RECESSED WALL WASH LUMINAIRE @ SPECIAL PURPOSE RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX CD RECEPTACLE FOR OPTIONS LANDING LUG AF AMPS, FUSE PNL PANEL L RECESSED FLUORESCENT 1' X 4' LUMINAIRE TWISTLOCK RECEPTACLE. COORDINATE RECEPTACLE CONFIGURATION WITH AFF ABOVE FINISHED FLOOR PVC POLY-VINYL-CHLORIDE = Q E UIPMENT BEING SUPPLIED. SEE LETTER CODE LIST AT DUPLEX RECEPTACLE CURRENT TRANSFORMER AFG ABOVE FINISHED GRADE a) FOR OPTIONS (RE) REPLACE EXISTING CD MUM SURFACE OR PENDANT MOUNTED FLUORESCENT 1' X 4' LUMINAIRE SINGLE RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX (b AIC AVAILABLE INTERRUPTING CAPACITY <-- FUSED DISCONNECT SWITCH OR SWITCH/FUSE IN SWITCHBOARD RGA REMOTE GENERATOR ANNUNCIATOR i ■ RECESSED FLUORESCENT 1 X 8' LUMINAIRE RECEPTACLE FOR OPTIONS AS AMPS, SWITCH SFB SUB-FEED BREAKER = -r\__,_ FUSE DUPLEX RECEPTACLE ATS AUTOMATIC TRANSFER SWITCH SPD SURGE PROTECTIVE DEVICE _� 0 SURFACE OR PENDANT MOUNTED FLUORESCENT 1' X 8' LUMINAIRE A = ABOVE COUNTER CO= CLOCK HANGER --X-- AV AUDIO VISUAL C SWITCH TELE TELEPHONE CO C = FLUSH CEILING MOUNTED BC BARE COPPER a)SURFACE OR PENDANT MOUNTED FLUORESCENT STRIPLIGHT F = ARC FAULT PROTECTED BY BREAKER IN PANEL TTB TELEPHONE TERMINAL BOARD G = GROUND FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER C CONDUIT, CLOSE, CONTROL a.. 92 H = HOSPITAL GRADE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR 0 SURFACE OR PENDANT MOUNTED FLUORESCENT 6" X 8' LUMINAIRE K = CHILD RESISTANT COVER '� 1:0 L = ISOLATED GROUND CB CIRCUIT BREAKER CIRCUIT BREAKER WITH SHUNT TRIP TYP TYPICAL N P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY PENDANT LENGTH S CCTV CLOSED CIRCUIT TELEVISION (Ja N WALL MOUNTED FLUORESCENT LUMINAIRE S = INTEGRAL SURGE PROTECTIVE DEVICE UL UNDERWRITERS LABORATORIES c,,, T = TAMPER RESISTANT SHUTTERED RECEPTACLE CIRCUIT BREAKER WITH GROUND FAULT INTERRUPTING CATV CABLE TELEVISION a) 1 W = WEATHER PROOF CONTINUOUS USE COVER, GFCI PROTECTED WITH GFI UPS UNINTERRUPTABLE POWER SUPPLY = CD• SURFACE MOUNTED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT WEATHER RESISTANT RECEPTACLE OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED TO r1 CIRCUIT BREAKER WITH KIRK-KEY LOCK SYSTEM CLG CEILING V VOLTS, VOLTAGE "in ha*. Ct UNSWITCHED CIRCUIT DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX KI cTi 0 RECEPTACLE FOR OPTIONS CNTL CONTROL W WIRE, WHITE WALL MOUNTED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT OR ® SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED WITH INTEGRAL EMERGENCY BA! ItRY CONNECTED TO UNSWITCHED COM COMMUNICATION FLOOR PEDESTAL WITH FLOOR BOX OR POKE-THRU BOX, WG WIRE GUARD CO -a CIRCUIT AND DUPLEX RECEPTACLE CPT CONTROL POWER TRANSFORMER - r FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTED WP WEATHERPROOF = Lo CD Efi:;] WALL MOUNTED FLUORESCENT LUMINAIRE CONNECTED TO • FLOOR PEDESTAL WITH FLOOR BOX OR POKE-THRU BOX, EMERGENCY CIRCUIT OR WITH INTEGRAL EMERGENCY BA! I LRY '" CR DOUBLE DUPLEX RECEPTACLE CR CONTROL RELAY wicti ....... CONNECTED TO UNSWITCHED CIRCUIT BRANCH PANEL CT CURRENT TRANSFORMER F- 0 SIN RECEPTACLE, FLUSH FLOOR SURFACE MOUNTED FLUORESCENT LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY -.- FLUSH WALL MOUNTED BRANCH PANEL CU COPPER ai CONNECTED TO UNSWITCHED CIRCUIT 10, DUPLEX RECEPTACLE, FLUSH FLOOR E E EMERGENCY MI 1111111 SURFACE MOUNTED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT %%/ MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL (E) EXISTING E OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED TO FLUSH POKE-THRU WITH DUPLEX RECEPTACLE AND RACEWAY FOR SIGNAL CABLES UNSWITCHED CIRCUIT O DDC DIRECT DIGITAL CONTROLLER (F) FUTURE --� RECESSED 1X4 FLUORESCENT LUMINAIRE WITH ONE LAMP CONNECTED PD FLUSH POKE-THRU WITH DOUBLE DUPLEX SPD RECEPTACLE AND ORTRONICS DATA (s) TO EMERGENCY CIRCUIT OR WITH INTEGRAL EMERGENCY BA I ILRY Q RECEPTACLES (QUANTITY OF RJ45 JACKS TO MATCH THAT INSTALLED IN TYPICAL FA FIRE ALARM CONNECTED TO UNSWITCHED CIRCUIT WALL-MOUNTED FACE PLATE. MEI FIRE ALARM CONTROL PANEL Ct FACP FIRE ALARM CONTROL PANEL 06 r I RECESSED 2X4 FLUORESCENT LUMINAIRE WITH CENTER LAMP CONNECTIONS / EQUIPMENT 1723 FIRE ALARM ANNUNCIATOR FL FEED THRU LUGS REFERENCE ONLY CONNECTED TO EMERGENCY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT 0 MOTOR CONNECTION GFI GROUND FAULT INTERRUPTER NOT APPROVED WITH THIS PERMIT >" RECESSED 2X4 FLUORESCENT LUMINAIRE CONNECTED TO EMERGENCY -'v'��- FLEXIBLE CONDUIT !-GFCI GROUND FAULT CIRCUIT INTERRUPTER CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED TO EP NON-FUSED DISCONNECT SWITCH DRAVVING INDEX UNSWITCHED CIRCUIT —P UNDERGROUND PRIMARY SERVICE GRC GALVANIZED RIGID STEEL CONDUIT ® RECESSED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT EP HEAVY DUTY FUSED DISCONNECT SWITCH E0.1 SYMBOLS & LEGENDS - ELECTRICAL —S— UNDERGROUND SECONDARY SERVICE IG ISOLATED GROUND E0.2 LUMINAIRE SCHEDULE - LIGHTING 100% CONSTRUCTION E0.3 PANEL SCHEDULES - ELECTRICAL EXIT SIGN WALL MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN IMC INTERMEDIATE METAL CONDUIT E0.4 PANEL SCHEDULES - ELECTRICAL a COMBINATION MOTOR STARTER/FUSED DISCONNECT SWITCH DOCUMENTS EO.5 SCHEDULES - ELECTRICAL —T— UNDERGROUND TELEPHONE SERVICE KV KILOVOLT SYMBOLS LIST & Q9 EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN E1.1 SITE PLAN - ELECTRICAL ( ) ►�� MOTOR STARTER KVA KILOVOLT AMPERES —C UNDERGROUND CABLE TELEVISION SERVICE E2.1 FIRST FLOOR PLAN - LIGHTING LEGENDS - Q UTILITY METER BASE KW KILOWATT E2.2 SECOND FLOOR PLAN - LIGHTING E2.3 THIRD FLOOR PLAN - LIGHTING ELECTRICAL -OP— OVERHEAD PRIMARY SERVICE M MOTOR E3.1 FIRST FLOOR PLAN - POWER WFD COMBINATION ADJUSTABLE FREQUENCY DRIVE WITH SAFETY DISCONNECT SWITCH MATV MASTER ANTENNA TELEVISION E3.2 SECOND FLOOR PLAN - POWER -OT OVERHEAD TELEPHONE SERVICE E3.3 THIRD FLOOR PLAN - POWER OMNI MIUS JO OR p JUNCTION BOX MCA MINIMUM CIRCUIT AMPS E3.4 ROOF PLAN - POWER N1ogRsr KS #10 BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO MCB MAIN CIRCUIT BREAKER E4.1 DETAILS - ELECTRICAL ®P -*- PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG T E4.2 DETAILS - ELECTRICAL owi 04110 P JUNCT10N BOX WITH PENDANT EQUIPMENT CONNECTION B-27,29 MINIMUM UNLESS NOTED OTHERWISE. SHORT 'TICK MARKS MLO MAIN LUGS ONLY E4.3 DETAILS - ELECTRICAL INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE E4.4 ENLARGED PLANS - ELECTRICAL Q kw an-041211140 NEUTRAL CONDUCTORS. A SINGLE CURVED TICK MARK INDICATES MOCP MAXIMUM OVERCURRENT PROTECTION 0 TRANSFORMER INSULATED GREEN GROUND CONDUCTOR. SECOND CURVED TICK E5.1 ELECTRICAL ONE-LINE - DEMO MARK INDICATES "ISOLATED GROUND" (GREEN INSULATION WITH MSB MAIN SWITCHBOARD E5.2 ELECTRICAL ONE-LINE - NEW © CONTACTOR COIL YELLOW STRIPE) CONDUCTOR. MTS MANUAL TRANSFER SWITCH FLUSH BOX WITH POWER AND DATA RECEPTACLES FOR SYSTEM ACCESS GI RELAY R IN MULTIPURPOSE ROOM. BOXES SHALL BE WIREMOLD RFB4, STAMPED (N) NEW PRO.U:j 2009-0364 STEEL SERIES WITH TWO 1-1/4" KNOCKOUTS ON BOTTOM OF HOUSING. .-oN;_--="- Ken Spencer PROVIDE FLANGED COVER ASSEMBLY WITH INSERT FOR INSTALLATION OF NC NORMALLY CLOSED I- E 0 0 © INTERFACE WITH SOLENOID VALVE CONNECTION CARPET. COORDINATE FINISH TH ARCHITECT. PROVIDE METAL FRAMING, NL NIGHT LIGHT ENGINEERING AS REQUIRED, TO SUPPORT ENCLOSURE FROM BOTTOM OF FLOOR = ASSEMBLY METAL PAN. PROVIDE TWO 15 AMP, 120 VOLT DUPLEX RECEPTACLES AND ASSOCIATED DATA RECEPTACLES IN EACH ENCLOSURE. }$ 708 SW Third Avenue NO NORMALLY OPEN { 0 PUSH BUTTON *4 Suite 400 •■ w Portland,OR 97204 a +�:.�1 FIRE SMOKE DAMPER WITH ASSOCIATED SMOKE DETECTOR ' A.. 503.382.2262 0 ��x. 503.382.2262 www.interfaceengineering.com N r> _ __.. __ _.,_._.._....___.. / FILE: 0364-E01.DWG - E0.1 I EDIT: 5/3/2010 1:35 PM BY KENS I PLOT: 5/3/2010 1:55 PM BY MATTHEW SHAW LUMINAIRE SCHEDULE UMMEESCHALESIMAUCOS 'TYPE:D1 DESCRIPTION: RECESSED FLUORESCENT SHOWER LIGHT. TYPE N DESCRIPTION: RECESSED LOW VOLTAGE MULTI-HEAD. TYPE SC DESCRIPTION: DECORATIVE EXTERIOR SCONCE. -\01% ,t)PRopests, \„‘GINe. /0 A. THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF HOUSING: 4" NOMINAL DIAMETER LOW PROFILE CONVEX TRIM. HOUSING: 16.25" LONG BY 5" WIDE BY 8.25" HIGH STEEL & HOUSING: 16-1/4" WIDE BY 7" TALL WITH 9" DEEP CAST 4 c..1 (<, • * 14 ct• ' '4., .:P. 7. THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS. LENS: FROSTED CONVEX GLASS. DIE CAST ALUMINUM. ALUMINUM HOUSING. _ FINISH: FINISH PER ARCHITECT. LENS: BEAM SOFTENING. LENS: TEMPERED GLASS. 4.1.1641110 - 1 — B. FLUORESCENT BALLASTS: UNIVERSAL VOLTAGE, PROGRAM START BALLAST: ELECTRONIC. LOUVER: CROSS BAFFLE. REFLECTOR: SPECULAR EXTRUDED AND FACETED. IP-E rj WITH END-OF-LIFE PROTECTIVE CIRCUITRY. UL LISTING: UL LISTED WET. DISTRIBUTION: EACH LAMP INDIVIDUALLY AIMABLE WITH 360 DISTRIBUTION: MEDIUM THROW. /‹.` it y fslb 431 13, .S.) LAMP: ONE 26 WATT TIT COMPACT FLUORESCENT. ROTATION/PAN AND 30 DEGREE VERTICAL TILT & MOUNTING: CONFIRM MOUNTING HEIGHT AND LOCATIONS 4/4, 0-11w.s?c-' C. METAL HALIDE BALLASTS: PULSE START FOR LAMPS ABOVE 150 WATTS INPUT WATTS: 28. FULL LOCKABILITY. WITH ARCHITECTURAL DRAWINGS. AND ELECTRONIC FOR LAMPS 150 WATTS AND BELOW, MANUFACTURERS: CONTRAST A2451S SERIES HALO H572ICAT-5054PS SERIES FINISH: PER ARCHITECT. FINISH: ARCHITECT TO SELECT FINISH. EXPIRES: 06/30/10 UNLESS OTHERWISE NOTED. OR APPROVED. BALLAST: Q-TRAN LOW VOLTAGE TRANSFORMER. BALLAST: ELECTRONIC, 0 DEG START. LAMP: ONE 50 WATT 18,000 HOUR USHIO FLOOD MR16. UL LISTING: WET. D. DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) TYPE:E DESCRIPTION: NOT USED. INPUT WATTS: 50. LAMP: ONE 32 WATT COMPACT FLUORESCENT. COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED MANUFACTURERS: LSI MAR3 SERIES, RSA OR APPROVED. INPUT WATTS: 34. AND SHOWN ON DRAWINGS. TYPE F DESCRIPTION: SURFACE MOUNTED FLUORESCENT STRIPLIGHT. MANUFACTURERS: GARDCO 101 SERIES OR APPROVED. HOUSING: 4' COLD ROLLED STEEL CHANNEL. TYPE 0 DESCRIPTION: NOT USED. E. T8 LAMPS: NOMINAL 4 FOOT LAMPS TO HAVE INITIAL 3100 LUMENS. FINISH: WHITE FINISH. MINIMUM 36000 HOURS RATED LIFE ON 3 HOUR SWITCHING CYCLE BALLAST: ELECTRONIC. TYPE P DESCRIPTION: SURFACE MOUNTED FLUORESCENT UNDER CABINET AND 42000 HOURS ON 12 HOUR SWITCHING CYCLES WHEN USED WITH NOTE: PROVIDE WIRE GUARD. LUMINAIRE. PROGRAMMED START BALLAST. LAMP: ONE 32 WATT3100 LUMEN 18 FLUORESCENT. HOUSING: 7-5/8" WIDE BY 1-5/8" HIGH BY 4 LONG DIE INPUT WATTS: 30. FORMED STEEL HOUSING WITH SOLID FRONT. F. 15 LAMPS: NOMINAL 4 FOOT LAMPS TO BE RATED FOR 20000 HOURS MANUFACTURERS: LITHONIA C SERIES, METALUX SS, DAYBRITE, LENS: SHATTER-RESISTANT ACRYLIC DIFFUSER. • ON 3 HOUR SWITCHING CYCLES. HUBBELL, COLUMBIA, LIGHTOLIER, FINISH: WHITE FINISH. OR APPROVED. BALLAST: ELECTRONIC. G. T5H0 LAMPS: NOMINAL 4 FOOT LAMPS TO BE RATED FOR 25000 HOURS LAMP: ONE 32 WATT 3100 LUMEN T8 FLUORESCENT. ON 3 HOUR SWITCHING CYCLES AND 35000 HOURS ON 12 HOUR TYPE 0 DESCRIPTION: PENDANT MOUNTED FLUORESCENT INDUSTRIAL INPUT WATTS: 30. PECK SWITCHING CYCLES. TURRET WITH WIRE GUARD. MANUFACTURERS: LITHONIA N2S SERIES, LIGHTOLIER, NULITE, SMILEY HOUSING: 13-3/8" WIDE BY 6-5/8" DEEP BY 49-13/16" ALKCO LIGHTING, HE WILLIAMS, FAIL-SAFE MAS SERIES H FLUORESCENT LAMPS TO HAVE 3500K COLOR TEMPERATURE LONG DIE FORMED STEEL CHANNEL. OR APPROVED. E T T L I N AND 85+ CRI FOR LINEAR LAMPS AND 82+ CRI FOR COMPACT REFLECTOR: COLD ROLLED STEEL REFLECTOR WITH 10% architects FLUORESCENT LAMPS UNLESS OTHERWISE NOTED. UPLIGHT. TYPE 0 DESCRIPTION: DECORATIVE PENDANT. MOUNTING: PENDANT MOUNT. SUPPLY WITH 36" ADJUSTABLE MOUNTING: PENDANT MOUNT. I CERAMIC METAL HALIDE LAMPS: 80+ CRI WITH MAXIMUM +/- 150K AIRCRAFT CABLE SUPPORT. COORDINATE MOUNTING FINISH: OPAL ACRYLIC WITH ETCHED EXTERIOR AND COLOR SHIFT OVER LAMP LIFE. HEIGHT WITH ARCHITECTURAL ELEVATIONS. BRUSHED ALUMINUM CANOPY, STEM AND TRIM FINISH: WHITE FINISH. LENS: OPAL ACRYLIC 4412 SW CORBETT AVE. J PROVIDE +/- 12 INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED. BALLAST: ELECTRONIC. BALLAST: ELECTRONIC. PORTLAND,OREGON 97239 NOTE: SUPPLY WITH WIRE GUARD. HOUSING: 14" DIAMETER CANOPY PHONE:(503)248-9170 FAX: 503 2480223 K COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR LAMP: TWO 32 WATT 3100 LUMEN 18 FLUORESCENT. LAMP: FOUR 50W COMPACT FLUORESCENT ( ) - TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH INPUT WATTS: 58. AND ONE 100W METAL HALIDE REFLECTED CEILING PLAN. MANUFACTURERS: LITHONIA AF SERIES, METALUX DIM SERIES, INPUT WATTS: 310.00 DAYBRITE, HUBBELL, COLUMBIA, LIGHTOLIER, MANUFACTURERS: WINONA 5420-12 GRANGER CYLINDER SERIES, SHAPER L SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION OR APPROVED. OR APPROVED DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED. TYPE H DESCRIPTION: PENDANT MOUNTED FLUORESCENT AISLE LIGHT. TYPE R DESCRIPTION: DECORATIVE WALL SCONCE WITH DOWN LIGHT AND MICRO UP LIGHT L.-. HOUSING: 8' DIE FORMED STEEL CHANNEL HOUSING: 4.75" SQUARE WITH 3.125" EXTENSION FROM WALL. a) M PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND BALLAST REFLECTOR: ASYMMETRIC REFLECTOR. MOUNTING: SURFACE MOUNT, ADA COMPLIANT. -1,—• INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY MOUNTING: PENDANT MOUNT, COORDINATE WITH ARCHITECTURAL COORDINATE WITH ARCHITECTURAL ELEVATIONS. CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION DRAWINGS. FINISH: COORDINATE WITH ARCHITECT. a) WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD. FINISH: FINISH PER ARCHITECT. BALLAST: ELECTRONIC TRANSFORMER. CD BALLAST: ELECTRONIC, WITH BATTERY BACK-UP PACK. NOTE: COORDINATE MOUNTING HEIGHT WITH TYPE:A DESCRIPTION: PENDANT MOUNTED FLUORESCENT INDIRECT/DIRECT LINEAR NOTE: SUPPLY WITH WIRE GUARD AND EMERGENCY ARCHITECTURAL DRAWINGS. CI) LUMINAIRE. BATTERY BACKUP BALLAST TO PRODUCE LAMP: 50W LAMP HOUSING: 8" WIDE BY 1.5" HIGH EXTRUDED ALUMINUM HOUSING 1200 LUMENS DURING EMERGENCY MODE. INPUT WATTS: 52. Q IN LENGTHS AS SHOWN ON DRAWINGS. BODINE #LP600 SERIES, IOTA, SIDE-LITE, MANUFACTURERS: BRUCK SCOBO SCONCE II -i=o MOUNTING: SUSPEND WITH AIRCRAFT CABLE AND WHITE CORD LITHONIA OR APPROVED. CU FEED. LAMP: ONE 32 WATT 3100 LUMEN 18 FLUORESCENT, PER TYPE:8 DESCRIPTION: RECESSED LINEAR FLUORESCENT WALL WASHER L.... FINISH: WHITE. 4' SECTION. . HOUSING: TWO -PIECE 20 GAGE STEEL HOUSING. LENGTH AS SHOWN a) BALLAST: 5% ELECTRONIC DIMMING. MANUFACTURERS: LITHONIA FAL SERIES, METALUX 18 SERIES OR IN DRAWINGS. Ca. a4) NOTE: MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVED. LENS: .06" CLEAR ACRYLIC 0 ell. CO ALL LENGTHS OF LINEAR RUNS. REFLECTOR: SPECULAR ALUMINUM UPPER REFLECTOR AND LAMP: TWO 28 WATT 5000 LUMEN T5 FLUORESCENT, PER TYPE K DESCRIPTION: SURFACE MOUNTED HIGH ABUSE LINEAR AND SEMI-SPECULAR LOWER REFLECTOR Ci) C\1 CI) C 4' SECTION. FLUORESCENT. DISTRIBUTION: ASYMMETRIC. CD 4..0 N. INPUT WATTS: 62 HOUSING: 12" WIDE BY 48" LONG BY 3.76" HIGH EXTRUDED MOUNTING: RECESSED. = CD CD MANUFACTURERS: PEERLESS LIGHTEDGE EGRM9 SERIES OR APPROVED. MARINE GRADE ALUMINUM WITH ROUNDED DIE CAST FINISH: PER ARCHITECT. END CAPS. BALLAST: ELECTRONIC. --en Nal TYPE:Al DESCRIPTION: SAME AS TYPE 'A', EXCEPT BALLAST. LENS: UV STABILIZED HIGH IMPACT PEARLESCENT LAMP: ONE 28 WATT 5000 LUMEN T5 FLUORESCENT. BALLAST: ELECTRONIC. POLYCARBONATE WITH SMOOTH EXTERIOR & LINEAR INPUT WATTS: 32. co 0 PRISMATIC INTERIOR WITH A NOMINAL THICKNESS MANUFACTURERS: FOCAL POINT AVENUE A SERIES OR APPROVED. TYPE A2 DESCRIPTION: SAME AS TYPE 'A', EXCEPT WALL MOUNT & OF .156". LENS SECURELY POSITIONED IN BODY --C3 (in 73 LAMPING CHANNELS & END CAPS & LENS LOCKED IN PLACE TYPE Si DESCRIPTION: SAME AS TYPE 'S', EXCEPT PENDANT MOUNTED. = LC) al MOUNTING: SURFACE MOUNT ON WALL AT X'-XX". COORDINATE WITH TAMPER RESISTANT STAINLESS STEEL MOUNTING: MOUNT LUMINAIRE APERTURE LEVEL WITH TOP CO EXACT LOCATION WITH ARCHITECT. POSIGRIP FASTENERS & SEALED WITH CLOSED OF WALL MOUNTED GRAPHIC IMAGE. Rect. •— LAMP: ONE 32 WATT 3100 LUMEN T8 FLUORESCENT, PER CELL GASKETS. -C:i cy) F- 4' SECTION. REFLECTOR: FULL REFLECTOR WIRE COVER, 92% REFLECTIVITY. TYPE:X DESCRIPTION: UNIVERSAL MOUNTED EDGE-LIT L.E.D. EXIT SIGN. INPUT WATTS: 30 MOUNTING: SURFACE MOUNT AT CEILING. HOUSING: DIE CAST ALUMINUM HOUSING. FINISH: MATTE WHITE. LENS: PROVIDE DIFFUSING LENS. V' TYPE:B DESCRIPTION: RECESSED LENSED FLUORESCENT LINEAR BALLAST: ELECTRONIC. FINISH: PER ARCHITECT. E DOWNLIGHT. NOTE: SUPPLY WITH ROUNDED END CAPS. LAMP: RED L.E.D. E HOUSING: 6" WIDE BY 6" HIGH BY LENGTHS AS SHOWN ON LAMP: TWO 32 WATT 3100 LUMEN T8 FLUORESCENT. INPUT WATTS: 2.3. 0 DRAWINGS. INPUT WATTS: 62. MANUFACTURERS: LITHONIA EDG SERIES, SURE-LITES CX LENS: ACRYLIC SATIN LENS. MANUFACTURERS: KENALL MILLENIUM STRETCH SERIES, MORLITE, FAIL-SAFE SERIES, HUBBELL, CHLORIDE, LSI LIGHTING OR (....) REFLECTOR: DIFFUSE ALUMINUM. OR APPROVED. APPROVED. FINISH: PER ARCHITECT. BALLAST: ELECTRONIC. TYPE L DESCRIPTION: HORIZONTAL MOUNT ADA COMPLIANT SURFACE MOUNT TYPE X1 DESCRIPTION: jAPS 'TYPE 'X', EXCEPT 2-SIDED. 06 NOTE: MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR DECORATIVE FLUORESCENT SCONCE. U..... ALL LENGTHS OF LINEAR RUNS. HOUSING: 24.12" LONG BY 4.5" SQUARE WITH 3.73" TYPE SA DESCRIPTION: DUAL HEAD AID PARKING LOT SITE LUMINAIRE. > W 1 m."-_,N BY Ym 1H7O-u 1s/I HOUSING LONG I NB REFERENCE, ONLY LAMP: ONE 32 WATT 3100 LUMEN T8 FLUORESCENT, PER EXTENSION FROM WALL. DIE CAST ALUMINUM HOUSING: 4' SECTION. DIRECT MOUNT WALL PLATE. REMOVABLE SPUN 1 D171E-CA/S T2" TYEG7I-R-A1L/8A"RMHIGH NOT APPROVED WITH THIS PERMIT INPUT WATTS: 32 ALUMINUM ENDS FOR FRONT RELAMPING. RT. MANUFACTURERS: GAMMALUX GB66RC SERIES PRUDENTIAL P-63 OR APPROVED. LENS: TRIPLEX BLOWN GLASS. LENS: CLEAR, IMPACT & HEAT RESISTANT TEMPERED FLAT DISTRIBUTION: WIDE INDIRECT LATERAL DISTRIBUTION. GLASS LENS SEALED WITH A ONE-PIECE MEMORY 'TYPE 131 DESCRIPTION: SAME AS TYPE 'B', EXCEPT LAMPING. MOUNTING: SURFACE MOUNT ABOVE TOILET ROOM MIRRORS. RETENTIVE HOLLOW-CORE EPDM GASKET. 100% CONSTRUCTION LAMP: TWO 32 WATT 3100 LUMENT T8 FLUORESCENT, PER COORDINATE WITH ARCHITECTURAL ELEVATIONS. REFLECTOR: ANODIZED, HYDROFORMED ALUMINUM. 4' SECTION. FINISH: SATIN NICKEL. DISTRIBUTION: TYPE IV. DOCUMENTS INPUT WATTS: 62 BALLAST: ELECTRONIC. MOUNTING: POLE MOUNTED ON CAST-IN-PLACE CONCRETE BASE. NOTE: COORDINATE MOUNTING HEIGHT WITH FINISH: DARK BRONZE, MATCH EXISTING LUMINAIRE TYPE:B2 DESCRIPTION: SAME AS TYPE 'Bli, EXCEPT BALLAST. ARCHITECTURAL DRAWINGS. BALLAST: -20 DEGREE, CWA, ELECTRONIC HIGH POWER BALLAST: 5% ELECTRONIC DIMMING. LAMP: ONE 14 WATT T5 FLUORESCENT. FACTOR. SCHEDULE INPUT WATTS: 18. UL LISTING: TYPE:C DESCRIPTION: RECESSED FORMED LENS FLUORESCENT LUMINAIRE. MANUFACTURERS: EUREKA MOONSET 3531 SERIES PRUDENTIAL SNAP LAMP: ONE 400W METAL HALIDE PER LUMINAIRE HOUSING: 24" WIDE BY 24" LONG OR APPROVED. INPUT WATTS: 870 LENS: FORMED MESO OPTIC. MANUFACTURERS: 1 -6 = • 6 - - ' — - - MOM 2190 FINISH: WHITE. TYPE Li DESCRIPTION: SAME AS 'TYPE 'L', EXCEPT MOUNTING POLE: 25' SQAURE STRAIGHT STEEL POLE, POLE TO WITHSTAND BALLAST: 5% ELECTRONIC DIMMING. ORIENTATION & BALLAST. 100 MILE PER HOUR WINDS WITH A GUST FACTOR OF 1.3. ISM MS LAMP: ONE 40 BIAX FLUORESCENT. MOUNTING: MOUNT IN VERTICAL ORIENTATION. LITHONIA SSS SERIES, MATCH EXISTING OEM KS INPUT WATTS: 44 BALLAST: 5% ELECTRONIC DIMMING. MANUFACTURERS: LEDALITE PURE FX, FOCAL POINT EQUATION OR APPROVED. TYPE/38 DESCRIPTION: SURFACE MOUNT EXTERIOR COMPACT FLUORESCENT DAS 04/23/10 TYPE:M DESCRIPTION: 6" RECESSED PERFORMANCE FLUORESCENT WALL DOWNLIGHT. ISOM TYPE:D DESCRIPTION: RECESSED LOW VOLTAGE SQUARE TRIM ADJUSTABLE WASHER. HOUSING: 12" DIAMETER BY 6.75" HIGH SEAMLESS WHITE ACCENT. HOUSING: 6" APERTURE BY 18-7/16" WIDE BY 14-1/8" LONG ACRYLIC ENAMELED ALUMINUM WITH NO VISIBLE A toes cps-040A0 HOUSING: 4-1/2" APERTURE BY 15-3/4" WIDE BY 19" LONG BY 6-5/8" HIGH 16 GA GALVANIZED STEEL HARDWARE. BY 7-3/4" HIGH WITH PAINTED MATTE BLACK FORMED LOUVER: 4-CELL PARABOLIC CROSS BAFFLE. HOUSING TO MINIMIZE LIGHT LEAKS. TOP OR MATTE BLACK HOUSING. ACCOMODATES UP TO 1.5" REFLECTOR: SPECULAR ALZAK ALUMINUM UPPER REFLECTOR & BOTTOM SERVICE FOR LAMP MAINTENANCE. CEILING THICKNESS. LOW IRIDESCENCE SEMI-SPECULAR ALZAK LENS: SUPPLY WITH LINEAR SPREAD LENS. LENS: PROPRIETARY, KEYED GOTHAM SPREAD LENS. ALUMINUM -,.•,' LOUVER: SUPPLY WITH HEXCELL LOUVER. OPTICAL ASSEMBLY ROTATES UP TO 90 DEGREES. LOWER REFLECTOR. , PROJE,n" 2009-0364 p, :::- REFLECTOR: SOFTGLOW REFLECTOR CONE. REFLECTOR: MATTE DIFFUSE. MOUNTING: MOUNT TO SURFACE OF CANAPY. •.'4 C YI, Ken Spencer MOUNTING: RECESSED IN CEILING. DISTRIBUTION: ASYMMETRIC. FINISH: FINISH TBD BY ARCHITECT. r :, INTERFACE cn 1.-- c.) NOTE: LUMINAIRE TO HAVE HOT-AIMING OR ABILITY TO MOUNTING: RECESSED IN CEILING. BALLAST: ELECTRONIC. ENGINEERING w s ADJUST & LOCK FOCUS WHEN LIT. SUPPLY WITH FINISH: MATTE DIFFUSE. UL LISTING: DAMP. r, E0 . 2 WATTAGE RESTRICTION LABEL FOR 50W. BALLAST: OSRAM QUICKTRONIC PROSTART. LAMP: TWO 26W TTT CFL. .', 708 SW Third Avenue LAMP: ONE 50 WATT MR16 36 DEG. FLOOD 18,000 HOUR LAMP: ONE 26 WATT COMPACT FLUORESCENT. INPUT WATTS: 56. .',..*< Suite 400 . Portland,OR 97204 LAMP. INPUT WATTS: 28. MANUFACTURERS: KIRLIN FSR-12056 SERIES, SPECTRUM OR APPROVED. ,:, TEL 503.382.2266 a. c) INPUT WATTS: 54 MANUFACTURERS: GOTHAM LIGHTING DLWF SERIES, PORTFOLIO C6 503.382.2262 ..-- .., • MANUFACTURERS: IRIS PRMRTAT SERIES, GOTHAM, SERIES, LIGHTOLIER, OR APPROVED. ; www.interfaceengineering.com (NI OR APPROVED. ., \11) FILE: 0364-E02.DWG - E0.2 I EDIT: 5/3/2010 1:25 PM BY MICHAELS I PLOT: 5/3/2010 1:55 PM BY MATTHEW SHAW 120/208V, 3 Ph., 4 W.;225A Bus with 225A Main Circuit Breaker 2010-0364 TVFR CBOC TI 120/208V, 3 Ph., 4 W.;225A Bus with Main Lug Only 2010-0364 1VFR CBOC TI 277/480V, 3 Ph., 4 W.;200A Bus with Main Lug Only 2010-0364 TVFR CBOC TI (E) Panel '2A' (E) Panel '2C1' (E) Panel '4B' ....c6S)P R°rpm .,' ----- Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 2630A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 2299A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 23624A RMS Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. 0kt.Description / - Load C.B. C.B. Load Description / Ckt. c..1 V- • * 44 -r No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. No. Location (VANType A/Pole Note Ph. Note A/Pole (VA)IType Location No. No. Location (VA)Type A/Pole Note Ph. Note A/Pole (VA)IType Location No. 4r), i ELEVATOR SUMP 500 M 20/1 A 20/1 250 L RESTROOM LTS 2 1 SPACE A SPACE 2 1 LTS - 2ND FLR 20/1 A 20/1 EXTERIOR LTS 2 ' 9 ELEVATOR PIT 180 R 20/1 B 20/1 150 M HANDICAP DOOR 4 3 SPACE B SPACE 4 3 EM LTS - 2ND FLR 20/1 B 20/1 EST 4 • E oj ftot q- 5 ELEVATOR RM 360 R 20/1 C 2 20/1 180 R R-BLOCK HEATER FOR BC TRUCK 6 5 SPACE C SPACE 6 5 SPARE 20/1 C 20/1 SPARE 6 1- vk Y13,t*-li• 7 ELEVATOR RM 180 R 20/1 A 2 20/1 180 R R-BLOCK HEATER FOR BC TRUCK 8 7 SPACE A SPACE 8 7 XFMR 'T28' 10,040 S 100/3 A 20/3 2,766 H FP2-2 / VAV 2-1 8 471.1w. 9 RESTROOMS / DF-1 360 R 20/1 B 2 20/1 180 R R-BLOCK HEATER FOR BC TRUCK 10 9 SPACE B SPACE 10 9 --- 10,1001 S -- B -- 2,766, H --- 10 11 HALL RECEPT 360 R 20/1 C 2 20/1 180 R R-BLOCK HEATER FOR BC TRUCK 12 11 SPACE C SPACE 12 11 --- 11,400 S -- C -- 2,766 H --- 12 \ EXPIRES: 06/30/10 13 H2O 1,500 WH 30/2 • A 2 20/1 180 R R-BLOCK HEATER FOR BC TRUCK 14 13 SPACE A SPACE 14 13 FPB-201 3,707, H 20/3 A 30/3 14 15 --- 1,500 WH -- B 2 20/1 180 R R-BLOCK HEATER FOR BC TRUCK 16 15 SPACE B SPACE le 15 --- 3,707 H -- B -- la _ 17 SIGN (FUTURE) VIA LCP 0 L _ 20/1 C 2 20/1 180 R R-BLOCK HEATER FOR BC TRUCK 18 V SPACE C SPACE is 17 --- 3,707 H -- C -- le I I) SPARE (FUTURE) IRRIGATION 0 G 20/1 A 1 20/1 100 G FIRE/SMOKE DAMPERS 2/3 111 SPACE A SPACE 20 la FPB-202 2,541 H 20/3 A 20/3 4,041 H FPB-206 20 • 21 FIRE VAULT SUMP 500 M 20/1 B 1 40/2 500 R R-ELECTRIC CAR CHARGER 22 21 SPACE B SPACE 22 21 --- 2,541 H -- B -- 4,041 H --- 22 = ELEVATOR LIGHTS 128 L 20/1 C -- 500 R -- 24 23 SPACE i C SPACE 24 23 ---- 2,541 H -- C -- 4,041 H --- 24 25 MECCO SHADES-WEST 500 M 20/1 2 A 1 40/2 500 R R-ELECTRIC CAR CHARGER 28 25 SPACE A 'SPACE 26 25 FPB-203 3,374 H 20/3 A 25/3 4,374 H FPB-207 26 27 MECCO SHADES-SOUTH 800 M 20/1 2 B -- 500 R --- 28 27 SPACE B SPACE 28 27 --- 3,374 H -- B -- 4,374 H --- 28 20 R-COORIDOR 129/STAIR 02 (160) 720 R 20/1 2 C 1 40/2 500 RR-ELECTRIC CAR CHARGER 90 29 SPACE C • ; SPACE 30 29 --- 3,374 H -- C -- 4,374 H --- 30 31 R-RECEIVING 127 720 R 20/1 2 A -- 500 R --- 32 31 SPACE A SPACE 32 31 FPB-204 4,7071 H 25/3 A 25/3 4,37* H FPB-208 32 I s SPACE 34 93 --- 4,707 H -- B -- 4,374 H --- 34 33 R-COFFE RECYCLE 131 18Q R 20/1 1 B 1 40/2 500 R R-ELECTRIC CAR CHARGER 34 33 SPACE 35 R-COFFE RECYCLE 131 18Q R 20/1 1 . C -- 500, R --- 36 35 SPACE C SPACE 36 as --- 4,707 H -- C -- 4,374 H --- 38 37 PANEL 2A2 8,880; 100/3 1 A 1 40/2 500 R R-ELECTRIC CAR CHARGER 38 37 SPACE A SPACE 38 37 FPB-205 3,374 H 20/3 A 20/1 SPARE 38 , se --- 8,160 - 1 B -- 500 R --- 40 39 SPACE B SPACE 40 39 --- 3,374 H -- B 20/1 SPARE 40 41 --- 7,3401 - 1 C 1 20/1 400 R COND. VAULT SUMP PUMP 42 41 SPACE C SPACE 42 41 --- 3,374 H -- C 20/1 SPARE 42 Total Connected Load: Ph. A 14,490VA 121AmPs Panel Connected Load: 15.8 KVA 44.0 Amps Total Connected Load:Ph. A OVA OAmps Panel Connected Load: O.OKVA 0.0 AmPs Total Connected Load:Ph. A 43,298VA 156 Amps Panel Connected Load: 99.8 KVA 120.0 AmPs Total Connected Load: Ph. B 14,190VA 118AmPs Sub-Fed Connected Load: 24.4 KVA 67.7 Amps Total Connected Load:Ph. B OVA 0 AmPs Sub-Fed Connected Load: O.OKVA 0.0 AmPs Total Connected Load:Ph. B 43,358VA 156 Amps Sub-Fed Connected Load: 31.5 KVA 37.9 Amps PECK Total Connected Load: Ph. C 11,528VA 96 AmPs Total Demand Load 40.8 KVA 113.2Amo Total Connected Load:Ph. C OVA 0 AmPs Total Demand Load O.OKVA 0.0 AmP• Total Connected Load:Ph. C 44,658VA 161Amps Total Demand Load 126.1KVA 151.7 M * Notes: Accessories: Notes: Accessories: Notes: Accessories: SMILEY 1.PROVIDE NEW CIRCUIT BREAKER TO FEED NEW LOAD. 1.PROVIDE NEW CIRCUIT BREAKER TO FEED NEW LOAD. 1. 2.USE EXISTING CIRCUIT BREAKER TO FEED NEW LOAD. 2. 2. ETTLIN 3. 3. 3. 4. 4. 4. architects 5 5. 5. . . 120/208V, 3 Ph., 4 W.;225A Bus with Main Lug Only 2010-0364 TVFR CBOC TI 120/208V, 3 Ph., 4 W.;225A Bus with 225A Main Circuit Breaker 2010-0364 TVFR CBOC 11 277/480V, 3 Ph., 4 W.;200A Bus with Main Lug Only 2010-0364 TVFR CBOC Ti (E) Panel '2B1' (E) Panel '2C' (E) Panel '4C' 4412 SW CORBETT AVE. Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 2383A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 2316A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 21748A RMS PORTLAND,OREGON 97239 Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. PHONE: (503)248-9170 No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No.' No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)Type Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)Type Location No. FAX:(503)248-0223 1 R-WORK 224 7201 R 20/1 1 A 1 20/1 100 L DECRETIVE WALL SCONCE 2 1 RECEPT 20/1 A 20/1 L RESTROOM LTS 2 1 LTS - 3RD FLR 20/1 A 30/3 2,766 FP3-1 / VAV 3-1 2 3 R-WORK 224 3601 R 20/1 1 B 1 20/1 360 R R-BOARD RM. STORAGE 214 4 3 RESTROOM / DF-1 20/1 B 20/1 M EF-1 4 3 EM LTS - 3RD FLR 20/1 B -- 2,766 --- 4 5 R-WORK 224 366 R 20/1 1 C 1 20/1 SPARE 6 5 SPARE 20/1 3 C 20/2 1,470 M CU-1 6 5 SPARE 20/1 C -- 2,766 --- 6 7 R-WORK 224 540 R 20/1 1 A 1 20/1 SPARE 8 7 MECCO SHADE (NORTHWEST) 500 M 20/1 2 A -- 1,470 M --- 8 7 XFMR T2C 8,794 S 100/3 A 30/3 6,374 H FPB-305 8 9 R-WORK 224 360 R 20/1 1 B 1 20/1 SPARE 10 9 MECCO SHADE (WEST) 500 M . 20/1 2 B 2 20/1 720 R R-FINANCE 335 10 9 --- 9,760, S -- B ' -- ' 6,374 H --- 10 11 R-WORK 224 360 R - 20/1 1 C 1 20/1 SPARE 12 11 MECCO SHADE (SOUTHWEST) 500 M 20/1 2 C 2 20/1 720 R R-FINANCE 335 12 11 --- 9,626, S -- C ' -- 6,374 H --- la is R-CORR.234, STOR 216/217/222 900 R 20/1 1 A 1 20/1 SPARE 14 13 MECCO SHADE (SOUTHEAST) 500 M 20/1 2 A 2 20/1 720 R R-FINANCE 335 14 13 FPB-301 3,041 H 20/3 A 20/3 2,541 H FPB-307 14 Sm.. 15 R-LOGISTICS 223 900 R 20/1 1 B 1 20/1 SPARE 18 15 MECCO SHADE (EAST) 500 M 20/1 2 B 30/2 2,080 M CU-2 18 is --- 3,041 H -- B -- 2,541 H --- 18 CD 17 R-LOGISTICS 223, OPERATIONS 221 1,080 R • 20/1 1 C 1 20/1 SPARE 111 17 MECCO SHADE (NORTHEAST) 500 M 20/1 2 C -- ' 2,080 M --- is 17 --- 3,041 H -- c -- 2,541 H --- 19 .4;...r 19 CP-1, WH-1, P-1 300 G 20/1 1 A i 20/1 SPARE 20 10 R-EXECUTIVE STAFF 305 900 R 20/1 2 A 30/2 2,080 M CU-3 20 10 FPB-302 2,207 H 20/3 A 20/3 1,109 M ACC-1 20 = _ 21 FIRE/SMOKE DAMPERS 100 G 20/1 1 B 1 20/1 SPARE 22 21 R-LIBRARY 308 1,080 R 20/1 2 B -- 2,080 M --- 22 21 --- 2,207 H -- B -- 1,109 M --- 22 CD 23 DDC TRANSFORMER 100 G 20/1 1 C 1 20/1 SPARE 24 23 R-LIBRARY 308 720 R 20/1 2 C 2 20/1 1,176 M EF-2 24 23 --- 2,207 H -- C -- 1,109 M --- 24 25 DDC TRANSFORMER 100 G 20/1 1 A 1 20/1 SPARE 28 25 R-COFFEE/RECYCLE 303 540 R 20/1 2 A 2 20/1 864 M EF-3 26 25 FPB-303 3,707, H 20/3 A , 30/2 2,600 M CU-2 26 C.) 27 MECCO SHADE CONTROLLER 200 G 20/1 - 1 B 1 20/1 SPARE 28 27 R-COFFEE/RECYCLE 303 540 R 20/1 2 B 2 20/1 540 R R-ROOFTOP EQUIPMENT 26 27 --- 3,707 H -- B -- 2,600 M --- 28 29 SPARE 20/1 1 C 1 20/1 SPARE 30 29 R-COFFEE/RECYCLE 303 540 R 20/1 2 C 2 20/1 100 G FIRE/SMOKE DAMPERS 30 aa --- 3,707 H -- C 30/2 2,600; M CU-3 30 Cn 31 SPARE 20/1 1 A 1 20/1 SPARE 32 91 CONFERENCE 302 (0.H. SCREEN) 300 M 20/1 2 A 2 20/1 100 G DDC TRANSFORMER 92 31 FPB-304 2,874 H 20/3 A -- 2,6001 m - 32 = 33 SPARE 20/1 1 B 1 20/1 SPARE 34 33 R-CONFERENCE 302 720 R 20/1 2 B 2 20/1 100 G DDC TRANSFORMER 34 33 --- 2,874 H -- B SPACE 94 0 35 SPARE 20/1 1 C 1 20/1 SPARE 38 35 R-CONFERENCE 324 900 R 20/1 2 C 2 20/1 200 G MECCO SHADE CONTROLLER 38 35 --- 2,874 H -- C SPACE 98 _ 37 SPARE 20/1 1 A 1 20/1 SPARE 38 37 R-MTG 323, JAN 325 720 R 20/1 2 A 2 20/1 100 G MAC HOLDER DOOR 364A 38 37 FPB-306 4,041 H 20/3 A as 7:47-178 _ _ _ 39 SPARE 20/1 1 B 1 20/1 SPARE 40 39 R- H.R. 335, QUIET 331 900R 20/1 2 B 2 20/1 SPARE 40 38 --- 4,041 H -- B 40 CO , 41 SPARE 20/1 1 C 1 20/1 SPARE 42 41 R-FINANCE 329 720 R 20/1 2 C 2 20/1 SPARE 42 41 --- 4,041 H -- C 42 s... Total Connected Load:Ph. A 2,660VA 22 Amps Panel Connected Load: 6.8KVA 19.0 AmPs Total Connected Load:Ph. A 8,794VA 73 Amps Panel Connected Load: 28.2 KVA 78.3 AmPs Total Connected Load:Ph. A 42,707VA 154 AmPs Panel Connected Load: 88.1KVA 105.9 Amps CD . Total Connected Load:Ph. B 2,280VA 19Amps Sub-Fed Connected Load: 0.OKVA 0.0 AmPs Total Connected Load:Ph. B 9,760VA 81A1flPs Sub-Fed Connected Load: 0.0 KVA 0.0 AmPs Total Connected Load:Ph. B 41,020VA 148 AmPs Sub-Fed Connected Load: 28.2 KVA 33.g Amps cp,.. (1.) Total Connected Load:Ph. C 1,900VA 16Amps Total Denand Load= 6.9 KVA 19.1 AM* Total Connected Load:Ph. C 9,626VA 80 Amps Total Demand Load: 28.7 KVA 79.8 AM* Total Connected Load:Ph. C 40,901vA 148 AmPs Toted Demand Load; 117.1KVA 140.8 MP' 0 ••1*0> Ce) Notes: Accessories: Notes: Accessories: Notes: Accessories: 1.PROVIDE NEW CIRCUIT BREAKER TO FEED NEW LOAD. 1.PROVIDE NEW CIRCUIT BREAKER TO FEED NEW LOAD. Feed-Thru Lugs 1. Cn 2.USE EXISTING CIRCUIT BREAKER TO FEED NEW LOAD. 2.USE EXISTING CIRCUIT BREAKER TO FEED NEW LOAD. 2. r) .,,C C\I 3. 3.RELOCATE LOAD TO UPS PANEL. RELABEL BREAKER AS "SPARE". 3. 4. 4. 4. , a) .4..0 1 -- 5. 5. 5. = C) a) 120/208V, 3 Ph., 4 W.;225A Bus with 225A Main Circuit Breaker 2010-0364 TVFR CBOC TI 277/480V, 3 Ph., 4 W.;200A Bus with Main Lug Only 2010-0364 TVFR CBOC TI 277/480V, 3 Ph., 4 W.;200A Bus with 200A Main Circuit Breaker 2010-0364 TVFR CBOC TI = (E) Panel '2B' (E) Panel '4A' Panel '4L61' Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 2401A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 26449A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 23674A RMS in , Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. No. Location (VANType A/Pole Note Ph. Note A/Pole (VANType Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VANTYpe Location No. 73 (I) P,.. , 1 RECEPT. 540 R 20/1 A 20/1 480 L RESTROOM LTS 2 1 LTS - 1ST FLR 20/1 A 20/3 1,300 H VAV 1-1 2 1 LTG. CONTROL RLY PNL 'RP1' 500 L 20/1 A , 2 = p (') CO 3 RESTROOM / DF-1 960 R 20/1 B 20/2 1,000 H WALL HEATER (WH-1) - EXISTING 4 3 EM LTS - 1ST FLR 20/1 B . -- 1,300 H --- 4 3 FIRST FLOOR EGRESS LTG 1,786 L 20/1 B 1 4 CO (3) 5 R-BREAK 210 (MICROWAVE) 500 R 20/1 2 C - 1,000 H -- 8 5 SPARE 20/1 C -- 1,300 H -- 8 5 C 8 .11- .... 7 SPARE 20/1 4 A 20/1 180 G AUTO DOOR / EXIT 8 7 30/3 A 1 20/3 4,041 H FPB-105 8 7 A 8 7:3 ) I-- 9 RECEPT. ELEC ROOM 186 R 20/1 B 2 20/1 500 M MECCO SHADE (WEM) 10 9 -- B 1 -- 4,041 H --- 10 9 B 10 _ 11 R-BREAK 210 (MICROWAVE 500 R 20/1 2 C 2 20/1 500 M MECCO SHADE (SOUTHWEST) 11 -- C 1 -- 4,041 H --- 12 11 C 12 "rum 13 ROOF GFI 180 R 20/1 A 2 20/1 500 M MECCO SHADE (MULTIPURPOSE) 14 13 XFMR T2A 14,490 S 100/3 A 1 20/3 3,707 H FPB-106 14 13 A 14 CO 15 'R-BREAK 210 (REFRIGERATOR) 500 R 20/1 2 B , 2 20/1 500 M MECCO SHADE (SOUTHEAST) 15 15 --- i4,190 14,190 S -- B 1 -- 3,7071 H --- ie 15 B 16 17 R-BREAK 210 (OVEN) 1,500 K 50/2 3 • C 2 , 20/1 500 M MECCO SHADE (EAST) is v --- 11,528; S -- C 1 -- 3,7071 H --- s 17 C 16 10 --- 1,500 K - , 3 A 2 20/1 . 500 M MECCO SHADE (NORTHEAST) 20 10 FPB-101 5,000, H 30/3 1 A 1 20/3 3,707 H FPB-107 20 10 A 20 E 21 R-BREAK 210 (DISHWASHER) 500 R 20/1 2 B 2 20/1 360 R R-VENDING 209 22 21 --- 5,000 H -- 1 B 1 -- 3,707 H --- 22 21 - B 23 R-BREAK 210 (GARBAGE DISP.) 1,000 R 20/1 2 C 2 20/1 1,440 R R-JAN208, TOILET 212/213 24 23 --- 5,000 H -- 1 C 1 -- 3,707 H --- 24 23 C 24 0 25 R-BREAK 210 (DISHWASHER) 500 R 20/1 2 A 2 20/1 1,440 R R-BREAKROOM 210 26 25 FPB-102 2,041 H 20/3 1 A 1 25/3 5,041 H FPB-108 ae 25 A 28 (4.) V R-BREAK 210 (REFRIGERATOR) 500 R 20/1 2 B 2 20/1 720 R R-CONFERENCE 211 28 V --- 2,041 H -- 1 B 1 -- 5,041 H --- 22 27 B . 28 as R-BREAK 210 (REFRIGERATOR) 500 R 20/1 : 2 C 2 20/1 300 M MULTIPURPOSE 215 (0.H. SCREEN) 30 29 --- 2,041 H -- 1 C 1 -- 5,041 H --- 30 29 C 30 31 R-BREAK 210 (COUNTERTOP RECP.) 180 R 20/1 _ 2 A 2 20/1 300 M MULTIPURPOSE 215 (0.H. SCREEN) 32 31 FPB-iO3 2,207 H 20/3 1 A 1 20/1 2,708 L L-SERVER RM / EXERCISE RM 32 . Total Connected Load:Ph. A 1,500VA 5 Amps Panel Connected Load: 2.3 KVA 2.7 Amps 33 R-BREAK 210 (COUNTERTOP RECP.) 180 R 20/1 2 B 2 20/1 540 R R-COFFEE/RECYCLE 225 34 33 --- 2,207 H -- 1 B 1 20/1 2,000 L L-FIRST FLR LTG 34 Total Connected Load:Ph. B 5,318VA 19 Amps Sub-Fed Connected Load: 4.5 KVA 5.5 Amps 015 35 R-BREAK 210 (COUNTERTOP RECP.) 360 R 20/1 . 2 C 2 20/1 . 360 R R-COFFEE/RECYCLE 225 36 35 --- 2,207 H -- 1 C 1 . 20/1 1,350 L L-SITE POLES 36 Total Connected Load:Ph. C OVA OAmps Total Demand Lout 8.5 KVA 10.3 M , LL. 37 BR-BREAK 210 (ISLAND) 720 R 20/1 2 A 2 20/1 360 R R-COFFEE/RECYCLE 225 38 37 FPB-104 2,207 H 20/3 1 A 1 , SPARE 38 39 R-BREAK 210 (COOKTOP AND HOOD) 300 R 20/1 2 . B 2 20/1 1,080 R R-COFFEE/RECYCLE 225 40 OA --- 2,207 H -- 1 B 1 SPARE 40 Notes: Accessories: 41 MECCO SHADE (NORTHWEST) 500 M 20/1 : 2 C - 2 20/1 540 R R-QUIET ROOM 226 42 41 --- 2,207 H -- 1 C 1 SPARE 42 1. Provide Feed-Thru Lugs 2. 1- Total Connected Load:Ph. A 10,040VA 84 AmPs Panel Connected Load: 24.7KVA 68.6 Amps Total Connected Load:Ph. A 46,449VA 168 Amps Panel Connected Load: 93.8 KVA 112.8 Amps 3. Total Connected Load:Ph. B 10,100VA 54 Amps Sub-Fed Connected Load: 6.8KVA 19.0Amps Total Connected Load:Ph. B 45,441vA i64 Amps Sub-Fed Connected Load: 40.2 KVA 48.4 AmPs 4• Total Connected Load:Ph. C 11,400VA 95 AmPs Total Demand Load: 26.4 KVA 73.3 Anil* Total Connected Load:Ph. C 42,129VA 152 Am ps Total Demand Load 136.1KVA 163.7 Anilm 5. Provide Surge Protective Device , Notes: Accessories: Notes: Accessories: 1.PROVIDE NEW CIRCUIT BREAKER TO FEED NEW LOAD. Feed-Thru Lugs 1.PROVIDE NEW CIRCUIT BREAKER TO FEED NEW LOAD. 2.USE EXISTING CIRCUIT BREAKER TO FEED NEW LOAD. 2. 100% CONSTRUCTION 3.PROVIDE NEW CIRCUIT BREAKER TO FEED NEW LOAD. RETAIN REMOVED BREAKER FOR 3. USE IN PANEL 281. 4. DOCUMENTS , 4.RELOCATE LOAD TO UPS PANEL. RELABEL BREAKER AS "SPARE". 5. PANEL SCHEDULES - . ELECTRICAL REFERENCE ONLY NOT APPROVED WITH THIS PERMIT Roam MD DIM 11125 mom KS PAS 04/23/10 MUM A itet cos-0412.110 PANEL SCHEDULES , 2A 2C1 4B ' 4. FkOjE,',-r 2009-0364 2B1 2C 4C %. f..,,„,r,,,.,; , .,,.,„, Ken Spencer q co L) ,= INTERFACE 2B 4A 4LS1 „ _ !.-i * ENGINEERING 1.- I 708 SW Third Avenue ,.:-. Suite 400 w it Portland,OR 97204 m a .,• TEL 503.382.2266 %* 7A% 503.382.2262 0 ,=, E www.interfaceengineering.com N ii: _ - / NO FILE: 0364-E03.DWG - E0.3 I EDIT: 5/3/2010 1:30 PM BY MICHAELS I PLOT: 5/3/2010 1:55 PM BY MATTHEW SHAW \ / ckti)PRO 277/480V, 3 Ph., 4 W.;200A Bus with Main Lug Only 2010-0364 TVFR CBOC TI 120/208V, 3 Ph., 4 W.;200A Bus with 200A Main Circuit Breaker 2010-0364 1VFR CBOC 'T1 120/208V, 3 Ph., 4 W.;200A Bus with Main Lug Only 2010-0364 1VFR CBOC TI 4c• SA\ Panel '41_82' Panel 'FUPS2' Panel 'SUPS1B' Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 19653A RMS Flush Mounted, Lighting & Appliance Branch Panelboard Available Fault: 9150A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 9150A RMS 1.4., - ..„ Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. ..abr"41111 N - No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)Type Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. No. Location (VANType A/Pole Note Ph. Note A/Pole (VA)IType Location No. ' • E 0''4) 1 LTG. CONTROL RLY PNL 'RP2' 500 L 20/1 A 2 1 R-COMM SERVICES 206 (FURNITURE) 500 R 20/1 A 20/1 _ 1,0801 R R-STORAGE 207 2 1 SPARE 20/1 A SPACE 2 1.. q4 y Ifs% 45- 3 SECOND FLOOR EGRESS LTG 982 L 20/1 B 4 3 R-COMM SERVICES 206 (FURNITURE) 500 R 20/1 B 20/1 720 R R-MAIL 204 4 3 SPARE 20/1 B SPACE 4 13 5 C 6 5 R-OPERATIONS 221 (FURNITURE) 500; R 20/1 C 20/1 720 R R-MAIL 204 6 5 SPARE 20/1 C SPACE 8 c,‘ 7 A 8 7 R-COMM SERVICES 206 (FURNITURE) 500 R 20/1 A 20/1 360 R R-MAIL 204 8 7 SPARE 20/1 A SPACE 8 9 B 10 9 R-COMM SERVICES 206 (FURNITURE) 500 R 20/1 B 20/1 360 R R-MAIL 204 13 9 SPARE 20/1 B SPACE ii EXPIRES: 06/30/10 11 C 12 11 R-LOGISTICS 223 (FURNITURE) 500 R 20/1 C 20/1 720 R R-WORK ROOM 205 12 11 SPARE 20/1 C SPACE 12 13 A 14 • R-LOGISTICS 223 (FURNITURE) 500 R 20/1 A 20/1 2001 G SONITORL POWER SUPPLY 14 13 SPARE 20/1 A SPACE 14 s B s 15 R-LOGISTICS 223 (FURNITURE) 500 R 20/1 B 20/1 3601 R R-CONFERENCE 211 s 15 SPARE 20/1 B SPACE 18 17 C $ 17 R-LOGISTICS 223 (FURNITURE) 500 R 20/1 C 20/1 180' R R-BREAKROOM 210 (FLAT PANEL) 13 17 SPARE 20/1 C SPACE 18 12 A 20 12 R-LOGISTICS 223 (FURNITURE) 500 R 20/1 A 20/1 180 R R-CONFERENCE 211 (FLAT PANEL) 20 10 SPARE 20/1 A SPACE 20 . - - - 21 8 500 22 21 R-LOGISTICS 223 (FURNITURE) f 1 R 20/1 B 20/1 360 R R-MULTIPURPOSE 215 (BOARD TBL.) 22 21 SPARE 20/1 B SPACE 22 23 C , , 24 23 R-LOGISTICS 223 (FURNITURE) 500 R 20/1 C 20/1 360 R R-MULTIPURPOSE 215 (BOARD TBL.) 24 23 SPARE 20/1 C SPACE 24 25 . A , 26 25 R-OPERATIONS 221 (FURNITURE) 500 R 20/1 A 20/1 360 R R-MULTIPURPOSE 215 (BOARD TBL.) 28 25 SPARE 20/1 A SPACE se 27 , B 28 27 R-OPERATIONS 221 (FURNITURE) 500 R 20/1 B 20/1 360, R R-MULTIPURPOSE 215 (BOARD TBL.) 23 27 SPARE 20/1 B SPACE 23 29 _ C 30 29 R-OPERATIONS 221 (FURNITURE) 500 R 20/1 C 20/1 3601 R R-MULTIPURPOSE 215 (BOARD TBL.) 30 29 SPARE 20/1 C SPACE 30 Total Connected Load:Ph. A 1,000 VA 4 Amps Panel Connected Load: 1.5 KVA 1.8 Amps 31 R-OPERATIONS 221 (FURNITURE) 500 R 20/1 A 20/1 3601 R R-MULTIPURPOSE 215 (BOARD TBL.) 32 31 SPARE 20/1 A SPACE 32 Total Connected Load:Ph. B 3,532 VA 13 AmPs Sub-Fed Connected Load: 3.1KVA 3.7 AmPs 33 R-OPERATIONS 221 (FURNITURE) 500 R 20/1 B 20/1 360; R R-MULTIPURPOSE 215 (BOARD TBL.) 34 38 SPARE 20/1 B SPACE 34 • Total Connected Load:Ph. C OVA 0 Amps Total Demand Load! 5.7 KVA 6.8 AmPe 35 R-OPERATIONS 221 (FURNITURE) 500 R 20/1 C 20/1 360' R R-MULTIPURPOSE 215 (BOARD TBL.) 38 35 SPARE 20/1 C SPACE 36 37 R-OPERATIONS 221 (FURNITURE) 500 R 20/1 A 20/1 360 R R-MULTIPURPOSE 215 (BOARD TBL.) 38 37 SPARE 20/1 A SPACE 38 Notes: Accessories: 39 R-OPERATIONS 221 (FURNITURE) 500 R 20/1 B 20/1 360 R R-MULTIPURPOSE 215 (BOARD TBL.) 40 XI SPARE 20/1 B SPACE 40 1. Provide Feed-Thru Lugs 41 R-MULTIPURPOSE 215 (O.H.PROJ.) 180, R 20/1 C 20/1 360 R R-MULTIPURPOSE 215 42 41 SPARE 20/1 C SPACE 42 2. 3. Total Connected Load:Ph. A 12,420 VA 104 AmPs Panel Connected Load: 19.0 KVA 52.8 ArnPs Total Connected Load:Ph. A 0 VA 0 Amps Panel Connected Load: 0.0 KVA 0.0 Amps PECK 4. Total Connected Load:Ph. B 12,160 VA 101AmPs Sub-Fed Connected Load: 17.6 KVA 48.8 AmPs Total Connected Load:Ph. B 0 VA 0 AmPs Sub-Fed Connected Load: 0.0 KVA 0.0 Amps 5. Total Connected Load:Ph. C 12,020 VA 100 Am Ps Total Demand Load! 23.5 KVA 65.3 Arnim Total Connected Load:Ph. C OVA °Amps Total Demand Lout O.OKVA 0.0 MCA SMILEY Notes: Accessories: Notes: Accessories: E T T L I N 1. Provide Feed-Thru Lugs 1. 2. 2. architects 3. 3. 4. 4. 5. 5. 4412 SW CORBETT AVE. 277/480V, 3 Ph., 4 W.;200A Bus with Main Lug Only 2010-0364 TVFR CBOC TI 120/208V, 3 Ph., 4 W.;200A Bus with 200A Main Circuit Breaker 2010-0364 TVFR CBOC 11 120/208V, 3 Ph., 4 W.;100A Bus with Main Lug Only 2010-0364 TVFR CBOC 11 PORTLAND,OREGON 97239 Panel '4L83' Panel 'FUPS3' Panel '2A2' PHONE:(503)248-9170 Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 17283A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 7537A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 2610A RMS FAX:(503)248-0223 Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. • C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. 1 LTG. CONTROL RLY PNL 'RP3' 500 L 20/1 A 2 1 R-OFFICE 313 1,440 R 20/1 • A 20/1 3601. R R-WORK 304 2 1 R-I.T. STORAGE 117/CONF.116 1,440 R 20/1 A 20/1 200 L L-FLAG POLE 2 3 SECOND FLOOR EGRESS LTG 2,550 L 20/1 B , 4 3 R-OFFICE 314 1,080 R 20/1 B 20/1 360 R R-WORK 304 4 3 R-WORK ROOM 119 720 R 20/1 B 20/2 500 M MOTORIZED GATE 4 5 - C 6 5 R-OFFICE 315 1,080 R 20/1 C 20/1 7201 R R-WORK 304 8 5 R-COFFEE RECYCLE 131 360 R 20/1 C -- 500 M --- 6 - - , 7 A 8 7 R-OFFICE 316 1,080 R 20/1 A 20/1 180 R R-CONFERENCE 302 8 7 R-EXERCISE ROOM 103 720 R 20/1 A 20/1 100 G DDC TRANSFORMER 8 9 B 10 9 R-OFFICE 317 1,440 R 20/1 B 20/1 180 R R-CONFERENCE 334 10 9 R-EXERCISE ROOM 103 720 R 20/1 8 20/1 100 G DDC TRANSFORMER . 10 5... 11 C • 12 11 R-OFFICE 318 1,0801 R 20/1 C 20/1 360 R R-CONFERENCE 302 is II R-EXERCISE ROOM 103 720 R 20/1 C 20/1 500 M OH DOOR - RECEIVING 127 12 a) , 13 A 14 13 R-OFFICE 319 1,080 R 20/1 A 20/1 720 R R-FINANCE 329 14 13 R-EXERCISE ROOM 103 720 R 20/1 A 20/1 500 M OH DOOR - RECEIVING 127 14 - , , . ...a 15 B 18 , 15 R-OFFICE 321 1,080 R 20/1 B 20/1 720 R R-FINANCE 329 16 15 R-EXERCISE ROOM 103 720 R 20/1 B 20/1 200 G MECCO SHADE CONTROLLER s . 1 = 17 C 1 V R-OFFICE 322 1,440 R 20/1 C 20/1 500 R--R-FINANCE 329 (FURNITURE) s 17 R-LOCKER 104/105, TOILET 107/108 900 R 20/1 C 20/1 360 R R-LOGISTICS/I.T. 132 19 . so _ A 20 19 R-OFFICE 312 1,080 R 20/1 A 20/1 500 R R-FINANCE 329 (FURNITURE) 2A SI SP-1A 1,200 M 20/1 1 A SPACE 20 cp 21 B 22 21 R-OFFICE 311 1,080 R 20/1 B 20/1 500 R R-FINANCE 329 (FURNITURE) 22 21 SP-1B 1,200 M 20/1 1 B SPACE 22 (.) 23 0 . _ 24 23 R-OFFICE 309 1,080' R 20/1 C 20/1 500 R R-FINANCE 329 (FURNITURE) 24 23 MEDIA STUDIO DIMMING CONTROL 4,000 L 50/3 C SPACE 24 25 A 26 25 R-EXECUTIVE STAFF 305 (FURNITURE) 500 R 20/1 A 20/1 500 R R-FINANCE 329 (FURNITURE) 26 25 --- 4,000 L -- A SPACE 28 (/) . , 27 B 28 27 R-EXECUTIVE STAFF 305 (FURNITURE) 500 R 20/1 B 20/1 1,080i R R-OFFICE 328 28 27 --- 4,000 L -- B SPACE se - = sa C 30 se R-EXECUT1VE STAFF 305 (FURNITURE) 500 R 20/1 C 20/1 5001 R R-FINANCE 329 (FURNITURE) 30 29 SPACE C SPACE 30 . _ . Total Connected Load:Ph. A 500 VA 2 Amps Panel Connected Load: 3.1KVA 33 Amps 31 R-EXECUT1VE STAFF 305 (FURNITURE) 500 R 20/1 A 20/1 5001 R R-FINANCE 329 (FURNITURE) 32 31 SPACE A SPACE 32 0 Total Connected Load:Ph. B 2,550 VA g Amps Sub-Fed Connected Load: O.OKVA 0.0 Amps 33 R-LIBRARY 305 (FLAT PANEL) 180 R 20/1 B 20/1 500 R R-H.R. 335 (FURNITURE) 34 33 SPACE B SPACE 34 117-70 , Total Connected Load:Ph. C OVA 0 AmPs Total Demand Load! 3.8 KVA 4.6 Amin 35 R-EXECUTIVE STAFF 305 (FURNITURE) 500, R 20/1 C 20/1 500 R R-H.R. 335 (FURNITURE) 38 35 SPACE C SPACE 36 CU 37 R-EXECUTIVE STAFF 305 (FURNITURE) 500 R 20/1 A 20/1 500 R R-H.R. 335 (FURNITURE) 38 37 SPACE A SPACE 38 3.... Notes: Accessories: 32 R- FINANCE 329 (FURNITURE) 500 R 20/1 B 20/1 1,080 R R-OFFICE 334 40 32 SPACE B SPACE 40 CD • 1. 41 R- FINANCE 329 (FURNITURE) 500 R 20/1 C 20/1 1,080 R R-OFFICE 332 42 41 SPACE C SPACE 42 (a. (1) 2. 3. Total Connected Load:Ph. A 12,640 VA 105 Amps Panel Connected Load: 30.1KVA 83.5 Am Ps Total Connected Load:Ph. A 8,880 VA 74 Amps Panel Connected Load: 24.4 KVA 67.7 AmPs 4. Total Connected Load:Ph. B 13,120 VA 109 Amps Sub-Fed Connected Load: 8.6 KVA 23.8 AmPs Total Connected Load:Ph. B 8,160 VA 68 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 AmPs ,e.r> co 5. Total Connected Load:Ph. C 12,880 VA 107 AmPs Total Demand Load! 24.4 KVA 67.8 AR* Total Connected Load:Ph. C 7,340 VA 61Amps Tottd Demand Load 27.7 KVA 77.0 Amin Notes: Accessories: Notes: Accessories: cf) 1. Provide Feed-Thru Lugs 1.PROVIDE GFI CIRCUIT BREAKER. Cia) ,,,,,C 2. 2. a) ■II•■■• 1 ' 3. 3. = CI a) 4. 4. 5. 5. -En N*41 Et = 0 120/208V, 3 Ph., 4 W.;200A Bus with 200A Main Circuit Breaker 2010-0364 1VFR CBOC TI 120/208V, 3 Ph., 4 W.;200A Bus with 200A Main Circuit Breaker 2010-0364 1VFR CBOC TI CC) Panel 'FUPS1' Panel 'SUPSIA' Load Summary At Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 9585A RMS Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 10062A RMS -CD cin P.,.. Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. MDP No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)lType Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. Load Total Total = LO CO 1 R-CONTROL ROOM 125 360 R 15/1 A 20/1 500 R R-LOGISTICS/l.T. 132 (FURNITURE) 2 1 R-SERVER 102 (RACK) 500i R 20/1 A 20/1 500 R R-SERVER 102 (RACK) 2 Type Load Description Type Units Connected Demand Demand CU CD _ Nqi■ .... Code Load Factor Load 3 R-CONTROL ROOM 125 360 R 20/1 B 20/1 500 R R-LOGISTICSAT. 132 (FURNITURE) 4 3 R-SERVER 102 (RACK) 500 R 20/1 B 20/1 500 R R-SERVER 102 (RACK) 4 5 R-CONTROL ROOM 125 360 R - 20/1 C 20/1 SPARE 8 5 R-SERVER 102 (RACK) 500' R 20/1 C 20/1 500 R R-SERVER 102 (RACK) 8 G General (Non-Continuous) 10/A 2.88 100% 2.88 -C:i y) _ = 7 R-CONTROL ROOM 125 720 R 20/1 A 20/1 500 R R-LOGISTICSAT. 132 (FURNITURE) 8 7 R-SERVER 102 (RACK) 500 R 20/1 A 20/1 500 R R-SERVER 102 (RACK) 8 L Lighting KVA 49.73 125% 62.16 - 00 00 100% 10 Receptacles - to 10 KVA KVA 10. . 9 R-MEDIA SERV. MGR. 126 72G R 20/1 B 20/1 500 R R-LOGISTICSAT. 132 (FURNITURE) 10 9 R-SERVER 102 (RACK) 500 R 20/1 B 20/1 500 R R-SERVER 102 (RACK) 10 R Recep CO 11 R-MEDIA SERV. MGR. 126 360 R 20/1 C 20/1 400 R R-MEDIA STUDIO STORAGE 12 11 R-SERVER 102 (RACK) 500 R 20/1 C 20/1 360 R R-SERVER 102 12 over 10 KVA KVA 146.48 50% 73.24 _ 1B R-MEDIA STUDIO 123 720 R 20/1 A 20/1 401G R R-MEDIA STUDIO STORAGE 14 13 R-SERVER 102 (RACK) 500 R 20/1 A 20/1 360 R R-SERVER 102 14 K Kitchen KVA 3.00 90% 2.70 - 15 R-MEDIA STUDIO 123 720 R 7 20/1 B 20/1 400 R R-MEDIA STUDIO STORAGE 16 15 R-SERVER 102 (RACK) 500 R 20/1 B 20/1 360 R R-SERVER 102 s H Heating KVA 370.60 100% 370.60 17 R-MEDIA STUDIO 123 720 R 20/1 c 20/1 2oo, G SONITORL POWER SUPPLY 13 17 R-SERVER 102 (RACK) 500 R 20/1 C 20/1 3601 R SERVER 102 is M Motors KVA 188.09 100% 188.09 _ 19 R-MEDIA STUDIO 123 720 R 20/1 A 20/1 500 R R-LOGISTICSAT. 132 (FURNITURE) 20 lil R-SERVER 102 (RACK) 500 R 20/1 A 20/1 360 LM Largest Motor KVA 199.50 125% 249.38 , R R-SERVER 102 20 CD _ 21 R-WORK ROOM 119 360 R 20/1 B • 20/1 500 R R-LOGISTICS/l.T. 132 (FURNITURE) 22 21 R-SERVER 102 (RACK) 500 R 20/1 B 20/1 360; R R-SERVER 102 22 WH Water Heater KVA 3.00 125% 3.75 __ _ 23 R-WORK ROOM 119 360 R 20/1 C 20/1 • SPARE 24 23 R-SERVER 102 (RACK) 500 R 20/1 C 20/1 3601 R R-SERVER 102 24 C Continuous General Load KVA 0.00 125% 0.00 (...) . _ 25 R-WORK ROOM 119/M SETUP 118 7201 R 20/1 A 20/1 SPARE 26 25 R-SERVER 102 (RACK) 500 R 20/1 A 20/1 360 R R-SERVER 102 26 Total Loads KVA 973.3 "■_..... 962.8 27 R-I.T. SETUP 118 720 R 20/1 B 20/1 SPARE 28 27 R-SERVER 102 (RACK) 500 R 20/1 B 20/1 500' R R-SERVER 102 (RACK) 23 (480V, 3 Phase) Amps 1,170.7 ----------_____ 1,158.1 0:::: 29 R-I.T. SETUP 118 720 R 20/1 C 20/1 SPARE 30 sa R-SERVER 102 (RACK) 500 R 20/1 C 20/1 500 R R-SERVER 102 (RACK) 30 31 R-I.T. SETUP 118 720 R 20/1 A 20/1 SPARE 32 31 R-SERVER 102 (RACK) 500 R 20/1 A 20/1 500 R R-SERVER 102 (RACK) 32 015 33 SPARE 20/1 B 20/1 SPARE 34 33 R-SERVER 102 (RACK) 500 R 20/1 B 20/1 500 R R-SERVER 102 (RACK) 34 Load Summary At I.L. 35 R-CONFERENCE 116 (TABLE) 360 R 20/1 C 20/1 . SPARE 38 , 35 R-SERVER 102 (RACK) 500 R 20/1 C 20/1 500 R R-SERVER 102 (RACK) 38 37 R-CONFERENCE 116 (FLAT PANEL) • 180 R , 20/1 A 20/1 SPARE 38 37 R-SERVER 102 (RACK) 5001 R 20/1 A 3e Switchboard '48DP1' 30 R-EXERCISE ROOM 103 360 R 20/1 , B 20/1 ' SPARE 40 39 R-SERVER 102 (RACK) 500 R 20/1 B 40 F-- 41 R-CONTROL ROOM 125 , 180 R 20/1 C 20/1 ' SPARE 42 41 R-SERVER 102 (RACK) 180 R 20/1 C 42 Load Total Total - , Type Load Description Type Units Connected Demand Demand Total Connected Load:Ph. A 6,040 VA 5O Amps Panel Connected Load: 14.8 KVA 41.2 Amps Total Connected Load:Ph. A 6,080 VA 51AmPs Panel Connected Load: 18.1KVA 50.2 Amps Code Load Factor Load Total Connected Load:Ph. B 5,140 VA 43 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps Total Connected Load:Ph. B 6,220 VA 52 AmPs Sub-Fed Connected Load: 0.0 KVA 0.0 AmPs G General (Non-Continuous) KVA 2.88 100% 2.88 Total Connected Load:Ph. C 3,660 VA 31AmPs Total Demand Load! 12.5 KVA 34.8 Anire Total Connected Load:Ph. C 5,760 VA 48 Amps Total Demand Lout 14.0 KVA 39.0 Arrco L Lighting KVA 42.91 125% 53.64 Notes: Accessories: Notes: Accessories: R Receptacles - to 10 KVA EWA 10.00 100% 10.00 100% CONSTRUCTION 1. 1. Provide Feed-Thru Lugs over 10 KVA KVA 146.48 50% 73.24 2. 2. K Kitchen KVA 3.00 100% 3.00 DOCUMENTS 3. 3. H Heating KVA 370.60 100% 370.60 4. 4. M Motors KVA 188.09 100% 188.09 PANEL 5. 5. LM Largest Motor KVA 199.50 125% 249.38 WH Water Heater KVA 3.00 125% 3.75 SCHEDULES - C Continuous General Load KVA 0.00 125% 0.00 Total Loads KVA 966.5 ---------__ 954.6 (480V, 3 PHASE) Amps 1,162.5 ----------, 1,148.2 ELECTRICAL MOM 7SVD COMM MS REFERENCE ONLY ' QUM KS NOT APPROVED WITH THIS PERMIT am 04123SP NMI& A toes cps•044.1111 PANEL SCHEDULES r".R.OJE.-r 2009-0364 4LS2 FUPS2 SUPS1B .4; C ',-17.,C,'`I Ken Spencer . co g. gi INTERFACE H 4LS3 FUPS3 2A2 :t, ENGINEERING (..) Lu I-- . ;...5.,: 708 SW Third Avenue E0 . 4 FUPS1 SUPS1A MDP/4SDP1 r.., , ::-. Suite 400 v: k-, 'fr, Portland,OR 97204 Lu u) ,..,. a ' s . 1EL 503.382.2266 s.,. ;1 ifio: 503.382.2262 c) CS www.interfaceengineering.corn hi il \CO FILE: 0364-E04.DWG - E0.4 I EDIT: 5/3/2010 1:29 PM BY MICHAELS I PLOT: 5/3/2010 1:55 PM BY MATTHEW SHAW iolN G-°PROFeMechanical Equipment Connection Sche u e LIOHTNG1 CONTROL.L18.AY PANEL- ENCLOSURE: SURFACE LJ"11 O CONTL RELAY PAWL-' 2' ENCLOSURE: SURFACE Ll 11IG CONTROL RELAY PAID.-'RV ENCLOSURE: SURFACE E� , /per <v NEMA RATING: 1 NEMA RATING: 1 NEMA RATING: 1 Ili, :P. 7:. Vail/ Wire/ •-•_• item Location Phase Load MOCP Conduit arcut Notes RELAY. CIRO DEECTIPTION CONTROL NOTB3 R3AY$ OR D�CR'T1ON CONTROL NOEB RR AYI CROW DESORPTION CONTROL ACC-1 CONDENSER ROOF 480/3 4.2 FLA 20 203 4C-20,22,24. 1 4A-32. LOCKER RMS LV,OS,TC 1 4B1-2. LOGISTICS 223 OS, TC, LV 1 4C1-8. HUMAN RESOURCES 335 OS, TC, LV rte'•E •1J 2 4A-32. SERVER RM LV 2 4B1-2. CORRIDOR TYPE 'F' LUMINAIRES TC 2 4C1-10. FINANCE 329 OS, TC, LV �F "G Y13:0 wq ACC-2 CONDENSER ROOF 480/3 4.2 FLA 20 203 4C1-2.4.6. �' 3 4A-34. CONTROL RM 125 LV 3 4B1-4. OPERATIONS 221 OS, TC, LV 3 4C1-12. MAIN ENTRANCE TC +FTH W.54�� CP-1 CIRCULATION PUMP STOR./JAN. 208 120/1 1/25 HP 20 202 2B1-19. 4 4A-34. RECEIVING STORAGE 127 LV, TC 4 4B1-4. F.O.0 / BOARD ROOM STORAGE TC, LV 4 4C1-12. CORRIDOR TYPE 'F' LUMINAIRES TC CRU-1 CONDITIONING UNIT SERVER RM 102 480/3 30.6 FLA 40 1 5 SPARE 5 481-6. RECEPTION TC, LV 5 4C1-14. LOBBY 301 OS, TC EXPIRES: 06/30/10 CRU-2 CONDITIONING UNIT SERVER RM 102 480/3 30.6 RA 40 1 6 SPARE 6 481-6. COMM. SERVICES 206 WALL WASHERS TC, LV 6 4C1-14. LOBBY 301 WALL MOUNTED GRAPHIC IMAGE OS, TC CU-2 CONDENSING UNIT ROOF 208/1 25.0 MCA 30 303 2C-16,18 7 SPARE 7 4B1-6. COMM. SERVICES 206 OS, TC, LV 7 4C1-14. EXEC. STAFF 305 WALL MOUNTED GRAPHIC IMAGE OS, TC 8 SPARE 8 481-8. BREAK ROOM 210 OVERHEAD LV (SWITCH 'a'),TC 8 SPARE CU-3 CONDENSING UNIT ROOF 208/1 25.0 MCA 30 303 2C-20,22. 9 SPARE 9 4B1-8. BREAK ROOM 210 OVERHEAD LV (SWITCH 'b'),TC 9 SPARE EF-2 EXHAUST FAN ROOF 120/1 1/2 HP 20 202 2C-24. 10 SPARE 10 4B1-8. BREAK ROOM 210 WALL WASHERS LV,TC 10 SPARE • EF-3 EXHAUST FAN ROOF 120/1 1/3 HP 20 202 2C-26. 11 SPARE 11 4B1-8. BREAK ROOM 210 WALL WASHERS LV,TC 11 SPARE 12 SPARE 12 4B1-8. BREAK ROOM 210 KITCHEN LV,TC 12 SPARE 13 SPARE 13 4B1-8. BREAK ROOM 210 KITCHEN LV,TC 13 SPARE FC-2 FAN COIL UPS/IDF 203 208/1 1.0 MCA 203 CU-2 2 14 SPARE 14 481-8. BOARD ROOM WALL WASHERS LV 14 SPARE FC-3 FAN COIL UPS/IDF 306 208/1 1.0 MCA 203 CU-3 2 15 SPARE 15 4B1-8. BOARD ROOM WALL WASHERS LV 15 SPARE FPB-101 FAN POWERED TERMINAL UNIT MANAGER 126 480/3 6.1 KW 20 203 4A-19,21,23. 16 SPARE 16 4B1-8. BOARD ROOM WALL WASHERS LV 16 SPARE FPB-102 FAN POWERED TERMINAL UNIT MANAGER 126 480/3 5.6 KW 20 203 4A-25,27,29. 17 SPARE 17 4B1-6. LOBBY WALL MOUNTED GRAPHIC IMAGE TC 17 SPARE 18 SPARE 18 2B1-2. LOBBY WALL SCONCE TC 18 SPARE FPB-103 FAN POWERED TERMINAL UNIT STORAGE 127 480/3 6.1 KW 20 203 4A-31,33,35. 19 SPARE 19 2B1-2. BOARD RM MULTI PURP ROOM WALL SCONCE LV, TC 19 SPARE FPB-104 FAN POWERED TERMINAL UNIT LOGISTICS IT 132 480/3 6.1 KW 20 203 4A-37,39,41. 20 4L51-3. EMERGENCY EGRESS LTG. OS,TC 1,2,3. 20 4B1-8. BOARD ROOM WALL WASHERS LV 20 SPARE FPB-105 FAN POWERED TERMINAL UNIT LOGISTICS IT 132 480/3 11.6 KW 20 203 4A-8,10,12. 21 SPARE EGRESS LTG. RELAY 21 4B1-8. BOARD ROOM WALL WASHERS LV 21 SPARE FPB-106 FAN POWERED TERMINAL UNIT LOGISTICS IT 132 480/3 10.6 KW 20 203 4A-14,16,18. 22 SPARE EGRESS LTG. RELAY 22 SPARE 22 4LS3-3. EMERGENCY EGRESS CORR. LTG. OS,TC 1,2,3. FPB-107 F A N POWERED TERMINAL UNIT LOGISTICS IT 132 480/3 10.6 KW 20 203 4A-20,22,24. 23 SPARE EGRESS L T G. RELAY 23 SPARE 23 4LS3-3. EMERGENCY EGRESS EXECUTIVE S T A F F L T G. OS,TC,LV 1,2,3. P E C K FPB-108 FAN POWERED TERMINAL UNIT EXERCISE ROOM 103 480/3 14.6 KW 25 303 4A-26,28,30. 24 SPARE EGRESS LTG. RELAY 24 SPARE 24 SPARE EGRESS LTG. RELAY INPUTS: 25 SPARE 25 SPARE EGRESS LTG. RELAY SMILE Y FPB-201 F A N POWERED TERMINAL UNIT COMM. SERVICES 206 480/3 10.6 KW 20 203 4B-13,15,17. TC TIME CLOCK 26 SPARE 26 SPARE EGRESS L T G. RELAY _ E T T L I N FPB-202 FAN POWERED TERMINAL UNIT COMM. SERVICES 206 480/3 7.1 KW 20 203 4B-19,21,23. PC PHOTOCELL 27 SPARE 27 SPARE EGRESS LTG. RELAY LV LOW VOLTAGE SWITCH 28 SPARE 28 SPARE EGRESS LTG. RELAY FPB-203 FAN POWERED TERMINAL UNIT COMM. SERVICES 206 480/3 9.6 KW 20 203 4B-25,27,29. OS OCCUPANCY SENSOR T C h I t 2 C t S 29 SPARE 29 SPARE EGRESS LTG. RELAY FPB-204 FAN POWERED TERMINAL UNIT BREAK ROOM 210 480/3 13.6 KW 25 303 4B-31,33,35. NOTES: 30 SPARE 30 SPARE EGRESS LTG. RELAY FPB-205 FAN POWERED TERMINAL UNIT CONFERENCE 211 480/3 9.6 KW 20 203 4B-37,39,41. 1) PROVIDE BARRIER BETWEEN NORMAL AND LIFE SAFETY CIRCUITS AND RELAYS. 31 4LS2-3. EMERGENCY EGRESS LTG. OS,TC 1,2,3. 31 SPACE FPB-206 FAN POWERED TERMINAL UNIT MULTI-PURP. RM 215 480/3 11.6 KW 20 203 4B-20,22,24. 2) ENERGIZE EMERGENCY RELAY UPON LOSS OF NORMAL UTILITY POWER. 32 SPARE EGRESS LTG. RELAY 32 SPACE FPB-207 FAN POWERED TERMINAL UNIT MULTI-PURP. RM 215 480/3 12.6 KW 25 303 48-26,28,30. 3) PROVIDE A 277V, 20A POWER CONNECTION FROM THE MDP FOR MONITORING OF 33 SPARE EGRESS LTG. RELAY 33 SPACE 4412 SW CORBETT AVE. FPB-208 FAN POWERED TERMINAL UNIT MULTI-PURP. RM 215 480/3 12.6 KW 25 303 4B-32,34,36. NORMAL UTILITY POWER. 34 SPARE EGRESS LTG. RELAY 34 SPACE PORTLAND,OREGON 97239 , 35 SPARE EGRESS LTG. RELAY 35 SPACE PHONE:(503)248-9170 FPB-209 FAN POWERED TERMINAL UNIT STORAGE 217 480/3 11.6 KW 20 203 4B1-1,3,5. 36 SPARE EGRESS LTG. RELAY 36 SPACE FAX:(503)248-0223 FPB-210 FAN POWERED_TERMINAL UNIT OPERATIONS 221 480/3 12.6 KW 25 303 4B1-7,9,11. 37 SPARE EGRESS LTG. RELAY INPUTS: FPB-211 FAN POWERED TERMINAL UNIT OPERATIONS 221 480/3 8.6 KW 20 203 4B1-13,15,17. 38 SPARE EGRESS LTG. RELAY TC TIME CLOCK FPB-212 FAN POWERED TERMINAL UNIT LOGISTICS 223 480/3 7.6 KW 20 203 4B1-19,21,23. 39 SPARE EGRESS LTG. RELAY PC PHOTOCELL 40 SPACE LV TAP OUT CONTROLLER FPB-213 FAN POWERED TERMINAL UNIT LOGISTICS 223 480/3 10.6 KW 20 203 4B1-25,27,29. OS OCCUPANCY SENSOR 41 SPACE FPB-301 FAN POWERED TERMINAL UNIT EXECUTIVE STAFF 305 480/3 8.6 KW 20 203 4C-13,15,17. 42 SPACE FPB-302 FAN POWERED TERMINAL UNIT OFFICE 312 480/3 6.1 KW 20 203 4C-19,21,23. 43 SPACE s,IM= FPB-303 FAN POWERED TERMINAL UNIT EXECUTIVE STAFF 305 480/3 10.6 KW 20 203 4C-25,27,29. 44 SPACE CD FPB-304 FAN POWERED TERMINAL UNIT EXECUTIVE STAFF 305 480/3 8.1 KW 20 203 4C-31,33,35. 45 SPACE . .0 FPB-305 FAN POWERED TERMINAL UNIT EXECUTIVE STAFF 305 480/3 18.6 KW 30 303 4C-8,10,12. 46 SPACE 47 SPACE CD FPB-306 FAN POWERED TERMINAL UNIT CONFERENCE 302 480/3 11.6 KW 20 203 4C-37,39,41. 48 _ SPACE FPB-307 FAN POWERED TERMINAL UNIT CONFERENCE 324 480/3 7.1 KW 20 203 4C-14,16,18. INPUTS: C.) FPB-308 FAN POWERED TERMINAL UNIT FINANCE 329 480/3 11.6 KW 20 203 4C1-1,3,5. TC TIME CLOCK Cn FPB-309 FAN POWERED TERMINAL UNIT FINANCE 329 480/3 12.6 KW 25 303 4C1-7,9,11. PC PHOTOCELL IN TAP OUT CONTROLLER FPB-310 FAN POWERED TERMINAL UNIT FINANCE 329 480/3 8.1 KW 20 203 4C1-13,15,17. OS OCCUPANCY SENSOR 0 FPB-311 FAN POWERED TERMINAL UNIT HUMAN RESOURCES 335 480/3 8.6 KW 20 203 4C1-19,21,23. NOTES: FPB-312 FAN POWERED TERMINAL UNIT HUMAN RESOURCES 335 480/3 9.6 KW 20 203 4C1-25,27,29. . 1) PROVIDE BARRIER BETWEEN NORMAL AND LIFE SAFETY CIRCUITS AND RELAYS. P-1 CONDENSATE PUMP UPS/IDF 203 120/1 1/30 HP 20 202 2B1-19. 2) ENERGIZE EMERGENCY RELAY UPON LOSS OF NORMAL UTILITY POWER. CO 3) PROVIDE A 277V, 20A POWER CONNECTION FROM THE MDP FOR MONITORING OF 5... RTU-2 ROOF TOP UNIT ROOF 480/3 93.5 MCA 1, 3 NORMAL UTILITY POWER. CD • WH-1 WATER HEATER STOR./JAN/ 208 120/1 100.0 W 20 202 2B1-19. cp. SP-1A SUMP PUMP HARDWARE STORAGE 121 120/1 1/2 HP 20 202 2A2-19. 277/480V, 3 Ph., 4 W.;200A Bus with Main Lug Only 2010-0364 TVFR CBOC TI �C p�+n�� 120/208V, 3 Ph., 4 W.;200A Bus with 200A Main Circuit Breaker 2010-0364 TVFR CBOC TI a),...._ M SP-1B SUMP PUMP HARDWARE STORAGE 121 120/1 1/2 HP 20 202 2A2-21. Panel Flush Mounted, Lighting & Appliance Branch Panelboard Available Fault: 19179A RMS Panel FU S2 Flush Mounted, Lighting & Appliance Branch Panelboard Available Fault: 5159A RMS `+J ^, Description Description Description Description �` V Ckt. P • / Load C.B. C.B. Load P • / Ckt. Ckt. P • / Load C.B. C.B. Load P • / Ckt. � General Notes No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)Type Location No. (� N 1 FPB-209 4,041 H 20/3 A 20/1 2,602 L L-2ND FLR NE CORNER LTG. 2 1 R-MULTIPURPOSE 215 (FLOOR BOXES) 500 R 20/1 A 20/1 180 R R-MULTIPURPOSE 215 (O.H.PROJ.) 2 Q„) "tea r' A. The above information is for a specific manufacturer. Actual manufacturer for the equipment may be different. Coordinate with 3 --- 4,041 H -- B 20/1 2,760 L L-2ND FLR SE CORNER LTG. 4 3 R- MULTIPURPOSE 215 (FLOOR BOXES 500 R 20/1 B 20/1 180 R R-MULTIPURPOSE 215 (O.H.PROJ.) 4 = Q mechanical equipment submittals for loads and over current protection requirements prior to installation of wiring. Revise equipment and 5 ___ 4,041 H -- C 20/1 2,470 L L-2ND FLR NW CORNER LTG. 6 5 R- MULTIPURPOSE 215 (FLOOR BOXES) 5001 R 20/1 C 20/1 720 R R-MULTIPURPOSE 215 6 circuiting as required. ............. equired. �� No. ct 7 FPB-210 4,374 H 25/3 A 20/1 2,900 L L-2ND FLR SW CORNER LTG. 8 7 R- MULTIPURPOSE 215 (FLOOR BOXES' 500'. R 20/1 A 20/1 360 R R-MULTIPURPOSE 215 (PODIUM BOX) 8 a --- 4,374 H -- B 20/1 1,736 L L-BOARD RM LTG. 10 9 R- MULTIPURPOSE 215 (FLOOR BOXES; 500 R 20/1 B 20/1 360 R {R-MULTIPURPOSE 215 (PODIUM BOX) 10 = 0 B. MOCP = Maximum over current protection 11 --- 4,374 H -- C SPACE 12 11 R- MULTIPURPOSE 215 (FLOOR BOXES) 500 R 20/1 C 20/1 540 R R-MULTIPURPOSE 215 12 MCA = Minimum circuit ampacity 13 FPB-211 3,041 H 20/3 A SPACE 14 13 R-COMM SERV2 206/RECEPT 202 720 R 20/1 A 20/1 500 R R- MULTIPURPOSE 215 (FLOOR BOXES; 14 CO 15 --- 3,041 H -- B SPACE 1a 15 R-RECEPT 202 1,080 R 20/1 B 20/1 500 R R- MULTIPURPOSE 215 (FLOOR BOXES; 18 17 --- 3,041 H -- C SPACE 1B 17 R-RECEPT 202 1,080, R 20/1 C 20/1 500 R 'R- MULTIPURPOSE 215 (FLOOR BOXES; 111 ' (f) 1:2- Mechanical t Notes 19 FPB-212 2,707 H 20/3 A SPACE 20 19 R-OFFICE 227 1,080 R 20/1 A 20/1 200 G 'FIRE ALARM PANEL (FACP) 20 = .o CO 21 --- 2,707 H -- B SPACE 22 21 R-OFFICE 235 1,080 R 20/1 B 20/1 180 R R-UPS/IDF 203 22 CO 1 See one line power diagram for feeder size. 23 --- 2,707 H -- C SPACE 24 23 R-EMS OFFICE 219 1,080 R 20/1 C 20/1 180 R R-UPS/IDF 203 24 It •- 25 FPB-213 3,707 H 20/3 A SPACE 26 25 R-OPS/ONE OFFICE 218 1,080 R 20/1 A 20/1 180' R R-UPS/IDF 203 26 �-�- 2 Power fed from corresponding CU unit (on roof). 27 ___ 3,707 H -- B SPACE 2B 27 R-COMM SERVICES 206 (FURNITURE) 500 R 20/1 B 20/1 180 R R-UPS/IDF 203 28 3 Provide power connection to disconnect switch mounted on equipment. 29 ___ 3,707 H -- C SPACE ' 30 29 R-COMM SERVICES 206 (FURNITURE) 500 R 20/1 C 20/1 180 R R-UPS/IDF 203 30 Copper Feeder Schedule 3l SPACE A SPACE 32 31 R-WORK ROOM 205 360 R 20/1 A 20/1 360, R R-SONITROL CONTROL PANELS 32 C T--202 2 #12 CU THWN-2, 1 #12 CU GND., IN 3/4" C. 33 SPACE B SPACE 34 33 R-WORK ROOM 205 720, R 20/1 B 20/1 SPARE 34 203 3 #12 CU THWN-2, 1 #12 CU GND., IN 3/4" C. 35 SPACE C SPACE 36 35 SPARE 20/1 C 20/1 SPARE 36 , 303 31 a CU THWN-2, 1 #10 CU GND., IN 3/4" C. 37 SPACE A SPACE 38 37 SPARE 20/1 A 20/1 SPARE 38 39 SPACE B SPACE 40 39 SPARE 20/1 B 20/1 SPARE 40 41 SPACE C SPACE 42 41 SPARE 20/1 C 20/1 SPARE 42 CD Total Connected Load:Ph. A 23,372 VA 84 Am Ps Panel Connected Load: 66.1KVA 79.5 Amps Total Connected Load:Ph. A 6,020 VA 50 Am Ps Panel Connected Load: 17.6 KVA 48.8 Amps (..) Total Connected Load:Ph. B 22,366 VA 81AmPs Sub-Fed Connected Load: O.OKVA O.OAmPs Total Connected Load:Ph. B 5,780 VA 48 Am Ps Sub-Fed Connected Load: O.OKVA 0.0 AmPs Total Connected Load:Ph. C 20,340 VA 73AmPs Total Demand Load= 69.2KVA 83.2 Ann Total Connected Load:Ph. C 5,780 VA 48 Amps Total Demand Loads 13.9KYA 38.6 MP Ct Notes: Accessories: Notes: Accessories: 1. 1. 06 2. 2. 3. 3. 4 4. 4. >. 5. 5. F- 277/480V, 3 Ph., 4 W.;200A Bus with Main Lug Only 2010-0364 TVFR CBOC 11 t 120/208V, 3 Ph., 4 W.;200A Bus with 200A Main Circuit Breaker 2010-0364 TVFR CBOC 11 Panel '4C1' Panel Mounted, Lighting & Appliance Branch Panelboard Available Fault: 16267A RMS Panel 'FUP53B' Surface Mounted, Lighting & Appliance Branch Panelboard Available Fault: 7537A RMS Ckt.Description / Load C.B. C.B. Load Description / Ckt. Ckt.Description / Load C.B. C.B. Load Description / Ckt. 100% CONSTRUCTION No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. No. Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Location No. 1 FPB-308 4,041 H 20/3 A 20/3 1,109 M ACC-2 2 1 R-WORK 336 360 R 20/1 A 20/1 180 R R-UPS/IDF 306 2 DOCUMENTS 3 --- 4,041 H -- B -- 1,109 M --- 4 3 R-WORK 336 360 R 20/1 B 20/1 180 R R-UPS/IDF 306 4 5 --- 4,041 H -- C -- 1,109 M --- 6 5 R-WORK 336 360 R 20/1 C 20/1 180 R R-UPS/IDF 306 6 7 FPB-309 4,374 H 25/3 A 20/1 3,124, L L-3RD FLR NE CORNER LTG. 8 7 R-WORK 336 540 R 20/1 A 20/1 180 R R-UPS/IDF 306 8 9 --- 4,374 H -- B 20/1 2,370 L L-3RD FLR SE CORNER LTG. 10 9 R-WORK 336 360 R 20/1 B 20/1 180 R R-UPS/IDF 306 10 SCHEDULES- 11 --- 4,374 H -- C 20/1 2,9361 L L-3RD FLR NW CORNER LTG. 12 11 R-WORK 336 540 R 20/1 C 20/1 200 G SONITORL POWER SUPPLY 12 13 FPB-310 2,874 H 20/3 A 20/1 2,798 L L-3RD FLR SW CORNER LTG. 14 13 R-H.R. 335 (FURNITURE) 500 R 20/1 A 20/1 180 R R-HVAC CONTROL SYSTEM 14 ELECTRICAL 15 --- 2,874 H -- B I SPACE 16 15 R-H.R. 335 (FURNITURE) 500 R 20/1 B 20/1 SPARE 18 17 --- 2,874 H -- C SPACE 113 17 R-COMM ROOM 338 360 R 20/1 C 20/1 SPARE 19 PI101BCI. MD 19 FPB-311 3,041 H 20/3 A SPACE 20 19 R-COMM ROOM 338 360 R 20/1 A 20/1 SPARE 20 21 --- 3,041 H -- B SPACE 22 21 R-COMM ROOM 338 360 R 20/1 B 20/1 SPARE 22 MINI MS 23 --- 3,041 H -- C _ SPACE 24 23 R-COMM ROOM 338 360'' R 20/1 C 20/1 SPARE 24 28 FPB-312 3,374 H 20/3 A SPACE 28 25 iR-COMM ROOM 338 360 R 20/1 A 20/1 SPARE 26 MEM KS 27 --- 3,374 H -- B SPACE 28 27 R-OFFICE 337 720 R 20/1 B 20/1 SPARE 28 REFERENCE 29 -- 3,374 H -- C SPACE s0 29 R-H.R. 335 (FURNITURE) 180 R 20/1 C 20/1 SPARE 30 NOT APPROVED WITH THIS PERMIT DAS O IIO 3 1 SPACE A SPACE 3 2 3 1 R-H.R. 335 (FURNITURE) 180 R 20/1 A 20/1 SPARE 3 2 1 1 1.1 1 1 0 1 6 3 3 SPACE B SPACE 34 33 R-H.R. 335 (FURNITURE) 180 R 20/1 B 20/1 SPARE 34 ZS, a - 3 5 SPACE C SPACE 36 35 R-WORK 304 360 R 20/1 C 20/1 SPARE 38 37 SPACE A SPACE 38 37 R-WORK 304 360 R 20/1 A 20/1 SPARE 38 30 SPACE B I SPACE 40 39 SPARE 20/1 B 20/1 SPARE 40 41 SPACE C , SPACE 42 41 SPARE 20/1 C 20/1 SPARE 42 Total Connected Load:Ph. A 24,735 VA 89 Amps Panel Connected Load: 67.7 KVA 81.4 Amps Total Connected Load:Ph. A 3,200 VA 27 Amps Panel Connected Load: 8.6 KVA 23.8 Amps Total Connected Load:Ph. B 21,183VA 76 Amps Sub-Fed Connected Load: 0.OKVA 0.0 Amps Total Connected Load:Ph. B 2,840 VA 24 Amps Sub-Fed Connected Load: O.OKVA O.OAmPs Total Connected Load:Ph. C 21,749 VA 78 Amps Total Demand Load 71.3KVA 85.8 MP* Total Connected Load:Ph. C 2,540 VA 21AmPs Total Demand Load 8.6KVA 23.8 AMID m P `{:0.. 2009-0364 $' Ken Spencer �;�w3`�°,:•tip-. Notes: Accessories: Notes: Accessories: fa. 1. 1. Provide Feed-Thru Lugs { INTERFACE cn cn 2. 2• U ENGINEERING w 3. 3. 4. 4• 708 SW Third Avenue E05 I 5. 5. i Suite 400 ■ w Portland,OR 97204 co TEL 503.382.2266 A):. 503.382.2262 ° E. www.interfaceengineering.com FILE: 0364-E05.DWG - E0.5 I EDIT: 5/3/2010 1:30 PM BY MICHAELS I PLOT: 5/3/2010 1:55 PM BY MATTHEW SHAW ��00 PROFESS wco (,(, . /ff , - Aiw,,,,r, ,,,,,a0 .-E •'J �Fy Y13,\c3 61 4' rWSp EXPIRES: 06/30/10 COPPER FEEDER SCHEDULE • • ( 8004 ) 3 SETS OF (4 - 300 kcmil CU THWN-2, 1 #1/0 CU GND., IN 3" C.) PECK 0 SHEET KEYNOTES SMILEY 1 PROVIDE TWO 2" CONDUITS TO INTERCONNECT GENERATOR AND E T T L I N COMMUNICATIONS SECTION OF SWITCHBOARD, FOR ROUTING OF LOW architects VOLTAGE CABLING. TYPICAL FOR BOTH GENERATORS. 2 PROVIDE 800 AMP FEEDER TO INTERCONNECT GENERATOR AND MOTORIZED CIRCUIT BREAKER IN SWITCHBOARD. TYPICAL FOR BOTH GENERATORS. 4412 SW CORBETT AVE. 3 TURN RACEWAYS UP THROUGH SLAB VIA LONG SWEEP ELBOWS. PORTLAND,OREGON 97239 PHONE:(503)248-9170 4 PROVIDE DEDICATED CIRCUIT CONNECTION TO EACH DUPLEX FAX:(503)248-0223 RECEPTACLE IN DOUBLE DUPLEX CONFIGURATION. 5 PROVIDE JUNCTION BOX CAST IN NEW CONCRETE GENERATOR SLAB. EXTEND EXISTING CIRCUITING FROM EXISTING (TO BE RELOCATED) LIGHT POLE TO JUNCTION BOX, FOR CONTINUED EXTENSION TO RELOCATED AND NEW LIGHT POLES. 1 6 PROVIDE NEW BASE FOR RELOCATED POLE LIGHT. EXTEND AND 1.-.. RECONNECT TO EXISTING CIRCUITING..) `,`r 7 PROVIDE 4-4" CONDUITS FOR INCOMING GENERATOR POWER, 1-2" = CONDUIT FOR GENERATOR BLOCK HEATER/BATTERY CHARGER (U CIRCUITING, AND 2-1" CONDUITS FOR BC RIG BLOCK HEATER w RECEPTACLES. (.....) 0(2) 4'L C. t,, 8 PROVIDE GRADE-MOUNTED JUNCTION BOX IN EXISTING LANDSCAPE C/') a AREA, FOR FUTURE POLE-MOUNTED SECURITY CAMERA CABLING. = r` �. i PROVIDE 2-2" CONDUITS FROM BOX TO BUILDING PROVIDE 1-2 ..,,_. CONDUIT TO EACH POLE AT NORTH AND SOUTH ENDS OF .— E TYP• ; '.v.; ilD , ; ,, f GENERATOR ENCLOSURE. STUB RACEWAYS UP THROUGH POLE BASE CO ,E4.2 _ �y„_ a . INTO POLE 1 F` 0 ;� €' Q 1i _ , �� `~,, 9 PROVIDE 6-2" CONDUITS FOR INCOMING GENERATOR Ch • F> .` :> - `A2-2• '`, ;-' F - ` , COMMUNICATIONS CABLING (AND SPARE), AND 2-2" CONDUITS FOR Is,, _ _ _ ____ w.__ - �_. ; : ..__.. ____� _-____.._____ €-ry.w._. _ �_-- __ . �i_ i F FUTURE SECURITY CAMERA CABLING.. --- ''72-2 ea- Li E : , :,:,�.; p •�':. \ �` / „, ,,,,,c.,/,...,/, „„.., , ___. 10 EXTEND 2-4 RACEWAYS FROM GRADE-MOUNTED JUNCTION BOX TO 0 440> Cr) r ; , �* i E . _ ,; BASE OF PGE POLE ON S.W. CLINTON ST. TURN UP RACEWAYS AT CO t € i "w. .. ; f \\\ E ,,f`' BASE OF POLE VIA LONG SWEEP ELLS. COORDINATE RACEWAY C/�)MOT( RIZE[*u X10 r.. ;` CARD READER E4.3 GATE ;,A2-41.6. s \\\ TERMINATION LOCATION WITH OWNER AND COMCAST. CD '4-' h CI 1 i` t i ■- ;. PEDESTAL 1,, 2-2” 11 E E 11 PROVIDE 2-2" RACEWAYS FROM SERVER 102 TO GRADE-MOUNTED .= 1 JUNCTION BOX, FOR FUTURE COMMUNICATIONS CABLING. C/) ct N. 2-2 12 € i .\ \> ''�- i 12 PROVIDE 2-2" RACEWAYS FROM SERVER 102 TO GRADE-MOUNTED E 0 i e2-2" JUNCTION BOX, FOR FUTURE POWER CABLING. CO E CARD READER l. EXISTING _` PEDESTAL 13 POLE-TOP 4 .w �__ W_ _._- ___. p ` _._____ ROUTE CIRCUIT VIA SPARE RELAY IN EX STINGLEXTERIOR LIGHTING PROVIDE POWER CONNECTION RELOCATED €6 ;� E t ,. - ... _. k E-h ..: ,.w_. e..v ,. .. �._ �_.. i��IRE _ �- �,- (PCI LIGHTING CONTROL SYSTEMS) IN 2ND FLOOR CO E LI�MINAIE. E �""� . ';.- `> I :r CONTROL PANEL (PC L ) �., ... :��. : ` � i E r }" E �_.___.._�_ � E�:__ __ �W_u.___ W _-__�._. ___ SCHEDULE IN CONTROL C� E_, ELECTRICAL ROOM. PROVIDE UPDATED ��4N,z. s 3 : r` €} . € ( PANEL AT COMPLETION OF PROJECT. : [ 1 ' c. E E .� ,. . . ,. iii � : I s E �; .. �w..� 1_______ � ""C3 0) F-- f — ___._. 3 t 14 VAULT AND ROUTE ELECTRICAL CABLES 3 .�3€ x..:: s .�4_ 1 f PROVIDE CONCRETE V °N € IN ORDER TO PREVENT RAIN w CZ i „ T„T� ,f;; THROUGH VAULT WITH DRIP LOOPS ` _ mm'..- - %` ;`�- E ti I WATER FROM ENTERING THE BUILDING. PROVIDE A BARRIER �.TANK v . '€ , 2A-22,24 mr ��. : i '`1°° •W -'` 2-2” 17 '' BETWEEN LINE AND LOW VOLTAGE CABLES. PROVIDE A POWER 1 z,, / :1 ,s nao"+ (►mac) 0 2A-26,28. €i ; . .. f 0 �� PARALLELING 6 ` ( I••,p,, ° ':i `f CONNECTION TO SUMP PUMP. COORDINATE DRAIN PIPE ROUTING 1 SWITCHBO -,,.»...:.,-,• POWER : ,,.... X10 I " �. 74•wx65»D I SECnoN 8• I l ` WITH CIVIL ENGINEER. PROVIDE A 3'-8" BY 2'-8" OLDCASTLE ,. . �. i, -4 2A-6.8.10. - >.. ` —::...: - E.AI 14, PRECAST UTILITY VAULT, 233-LA AND 23R12 CONCRETE LID WITH i" . :� ;'.€ �-"` (2) 4" C.---�. ,, 'i GALVANIZED DIAMOND PLATE DOOR OR APPROVED. VAULT NOT Q I SA 8004 I J� € COMCAST `EXISTING SHOWN TO SCALE. _ft cTMi:.► A-3Q;32:1 Cii-Z\ �� , 1. E " I VERIZON PULL (....) ,.,:. al[3_, I 'Imir 0 -, -Al!, 4,;.; , „ x,.,,,,, IE,..E -- , - f. BOX 15 PROVIDE A 208V, SINGLE PHASE, 30A POWER CONNECTION WITH A Ct `:�� }: > 12• 2A--34 36. €E€ € `,/ `;ff ' . € E `:.:' 3OA TWIST-LOCK SPECIAL PURPOSE RECEPTACLE FOR ECLECTIC --------rte 't 4...` € i;' `' �� E 7./.:' E: ` ::�.; � ` VEHICLE CHARGING STATION. COORDINATE RECEPTACLE NEMA I I ,; 503 kW GEN C 2A-38,40. �- _-___ - • ,, ,ti -, //,fl :, € , t.:, - F° Vii... . 06 €� � z33»lx8S»W �` � '-� ' o _. `: : , ';� `��, �`; ``` --H, a_� 2A- 2. �'�' .,� �!.. EXISTING �, A.L.^�► E € `rye, Y. " CONFIGURATION WITH OWNER PRIOR TO ROUGH-IN. t :t:E E € /.: _ 3M'-.rrt' 1 7` , E 'AD MOUNTED L.L 'l FF ,- TYPICAL OF 5. E ;; € ' �.., r f ``. .. € �! 'GE TRANS. :: .'� �`; , _____ � , __-. , .._.__.. �_ .. ... . �. ____ . , ___ __.�__.___. __�_ � 16 NOT USED -�•.•:f '.. ..r ; ;• 7 C". ^_7 ;J- I C 7 S .'..'._._". C '_. !""`.�'"".'"..""3 /fit:'.Fi r: % �, TYPICAL OF 3. ,,,.,..... _. ____L. .._. _ 4. - :f 503 kW GEN27 F` 2A-12.14. ` 17 PROVIDE 2-2" RACEWAYS FROM ELECTRICAL ROOM 232 TO I 233 -x86 W ..-- ,, 18. o ` 16.18. �.1 �. € GRADE-MOUNTED JUNCTION BOX, FOR ACCESS CONTROL SYSTEM � . _ � � III;.. r '. 407,,,,:,:f;..:. :. ' 7' i r 1 CABLING. 1 2►� - , eJ ' €i \\ i4.2 t 18 ALL SITE POWER AND LOW VOLTAGE RACEWAYS/CIRCUITING TO j WORKING 3 '' € ENTER BUILDING VIA ELEC 114. COORDINATE DEPTH OF WALL 100% CONSTRUCTION CLEARANCE o1• rm , ` PENETRATION WITH OWNER AND ARCHITECTTYP. E2 i -,,- 1\ ;2L I\ ∎N _ r} ! , : DOCUMENTS €i} ;, ..`, N114.- 4A-36. E ., 19 PROVIDE ONE 3/4-INCH CONDUIT TO INTERCONNECT FUEL STORAGE `' `° ,�" ` € ' " ? € TANK AND GENERATOR EQUIPMENT FOR LOW FUEL ALARM. PROVIDE 8 2 SITE PLAN _ � ; ©© INTERCONNECTING CIRCUITING, AS REQUIRED. COORDINATE`i— ,` i REQUIREMENTS WITH GENERATOR AND FUEL TANK SUPPLIERS.t ', ELECTRICAL _ €/F `% /'-`.P>>`.4-=-= ..-- 4_4" p 20 PROVIDE POWER CONNECTION TO NEW POLE-MOUNTED PARKING LOT r,- /.-•'1 _ " �� 's;4 LUMINAIRES. ROUTE CIRCUIT VIA SPARE RELAY IN EXISTING � 1 2 �� r 2_1" 1 f ,, EXTERIOR LIGHTING CONTROL PANEL (PCI LIGHTING CONTROL k Y 2�\ SYSTEMS) IN 2ND FLOOR ELECTRICAL ROOM. PROVIDE UPDATED u' 28 SCHEDULE IN CONTROL PANEL AT COMPLETION OF PROJECT t € 3 € E € i 01111414 Mile, t I E t ` 's+ • • aims KS p 4 N., , t t W.W f• l ; E g E E . f: t Pah 04123110 !-1L_��t.___-_.��f ��IIIIIIrn semmS�.S emu= {r-rr;3---r-----`--€ .-... _._4 .__-g3---__._-_.;CW...:i._ r � ?ow!, W;�.._..1 ; _.._ ,_._-. ___�.. �___.._._.__._._____._ �._____..._._.___ _ w.._ r; ; NoT � v � ��H PERMIT Q c;�� atr�rio i _ , ± :17 ; f .._. - i Ro `r 2009-0364 :;3 TA:. Ken Spencer 1 SITE PLAN — ELECTRICAL r E INTERFACE 0 20' 40' 6 ENGINEERING h ''` 708 SW Third Avenue ce SCALE: 1"=20'-0" .A Suite 400 Portland,OR 97204 a :• TEL 503.3822266 '.k.).. Fskx. 503.382.2262 1 0 TS www.interfaceengineering.com N FILE: 0364-E11.DWG - E1.1 I EDIT: 5/3/2010 11:23 AM BY KENS I PLOT: 5/3/2010 1:55 PM BY MATTHEW SHAW GENERAL SHEET NOTES ° SHEET KEYNOTES ,fc,4,0 P R Ores, ,5.5. cv- 4 • le A. THEATRICAL PIPE FOR C-CLAMP MOUNTED THEATRICAL 1 DEMO EXISTING LUMINAIRES AND PROVIDE NEW. 5 CANOPY COVER AND ASSOCIATED LUMINAIRES. PIPE TO BE MINIMUM OF SCHEDULE 40 STEEL LUMINAIRES ARE A BID ALTERNATE. SEE ra•-■411111111 1.5" O.D. COORDINATE SUPPORTS WITH STRUCTURAL WITH 2 PROVIDE LIGHTING PANEL WITH Pro Sys RCLK8PS ARCHITECTURAL SPECIFICATIONS FOR MORE •-E *raj TIME CLOCK. SWEEP BUILDING LIGHTING OFF PER INFORMATION. ENGINEER. COORDINATE EXACT LOCATION WITH LIGHTING * v't '44:6 <c, BUILDING HOURS OF OPERATION. COORDINATE Y13,\ a, DESIGNER & ARCHITECT PRIOR TO INSTALLATION. C-CLAMP EXTERIOR _071 w•S? -‘- SCHEDULE WITH OWNER PRIOR TO PROJECT 6 ROUTE CIRCUIT VIA EXISTING RECEPTACLES IN VERTICAL ORIENTATION TO PIPE. COMPLETION. LIGHTING CONTROL PANEL 'LCP'. COORDINATE LOCATION OF RECEPTACLE WITH ARCHITECT EXPIRES: 06/30/10 AND OWNER PRIOR TO ROUGH-IN. 3 PROVIDE A LEVITON MODULAR RACK MOUNTED LIGHTING DIMMING CONTROLLER, DS12-12 SERIES B. COORDINATE TYPE 'H' LUMINAIRES WITH LIGHTING DESIGNER OR APPROVED. BASED ON FINAL RACK LOCATIONS. 4 ROUTE CIRCUITS TO LEVITON DIMMING C. PROVIDE AN UNSWITCHED POWER CONNECTION TO ALL EXIT CONTROLLER VIA DUAL BLADE SLIDE-TO-OFF • SIGNS. LOW VOLTAGE WALL BOX DIMMER LOCATED ON THE EAST WALL OF THE CONTROL ROOM. DIM EACH DUPLEX RECEPTACLES AS INDICATED BY LOWER CASE CONTROL GROUP DESIGNATOR. _„......;. /... ,,,,, i ;-, /..-- . (2.7) : . i 4 ) : :: : • ,.., , ( Ei ) s 3 4. ....) , .',, • ..s. 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ENGINEERING I708 SW Third Avenue ce Suite 400 Portland,OR 97204 a. a 3 E, 503.382.2266 1 FAX 503.382.2262 ° 0 www.interfaceengineering.com N FILE: 0364—E22.DWG — E2.2 I EDIT: 5/3/2010 1:30 PM BY MICHAELS I PLOT: 5/3/2010 1:55 PM BY MATTHEW SHAW �cRti©PROFeSS%OSHEET • KEYNOTES 4,�� C.„GINS- • '°01 , ,,,,sar■la l!',', to 1 PROVIDE LIGHTING PANEL WITH ProSys '��-As GENERAL SHEET NOTES RCLKBPS TIME CLOCK. SWEEP BUILDING .-E LIGHTING OFF PER BUILDING HOURS OF �F,y` Y13f1„.(5%�G�`4' A, COORDINATE TYPE 'H' LUMINAIRES WITH LIGHTING DESIGNER BASED ON OPERATION. COORDINATE SCHEDULE WITH 4'7.1.1 w.SO FINAL RACK LOCATIONS. OWNER PRIOR TO PROJECT COMPLETION. EXPIRES: 06/30/10 B. COORDINATE INSTALLATION OF TYPE 'F' LUMINAIRES WITH ARCHITECT FOR 2 DEMO EXISTING LUMINAIRE. PATCH CEILING MOUNTING IN DECORATIVE FLOOR BOXES TO UPLIGHT CROSS BRACING AS REQUIRED. STRUCTURE. C. 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Portland,OR 97204 d TEL 503.382.2266 1 p;)- 503.382.2262 ° ,{ www.interfaceengineering.com CN 0 FILE: 0364-E23.DWG - E2.3 I EDIT: 5/3/2010 1:30 PM BY MICHAELS I PLOT: 5/3/2010 1:56 PM BY MATTHEW SHAW / ��Eo N oFF . 0 SHEET KEYNOTES 6 PROVIDE 120 VOLT POWER CONNECTION TO ssi 'DOWN. CONFIRM LOCATIONS AND REQUIREMENTS FIRE/SMOKE DAMPERS. COORDINATE LOCATIONS �� ,G E� � o SHADE SYSTEM BUS SUPPLY/REPEATER WITH OWNER. WITH SUPPLIER. EXTEND CIRCUIT AS REQUIRED. :P,. .. 1 SEE SHEET AV1.1 FOR ADDITIONAL UNIT. 120 VOLT POWER �.�±� '� 11 SAME AS NOTE #10 EXCEPT CIRCUITS ARE 19 PROVIDE TWO 20 AMP, - INFORMATION. 7 LOCATE RECEPTACLES IN CASEWORK, FOR A/V SUOS1A-21,23,25,27,29,31,33,35,37, AND 39. CONNECTIONS TO DDC (HVAC) CONTROL POWER • E IQ 2 PROVIDE 20 AMP, 120 VOLT POWER EQUIPMENT MONITORS AND POWER TRANSFORMERS. COORDINATE EQUIPMENT �\-4,,,,` Y13 \ce <, CONNECTION TO TABLE-MOUNTED PLUG STRIP. SUPPLIES. COORDINATE LOCATION AND 12 SAME AS NOTE #10 EXCEPT CIRCUITS ARE LOCATIONS WITH SUPPLIER. G ` SUPS1 A-2,4,6,8,10,28,30,32,34, AND 36. FrN W•s?v' ROUTE POWER VIA TABLE LEG AND CORE DRILL. REQUIREMENTS WITH CASEWORK SUPPLIER. 20 PROVIDE 120 VOLT POWER CONNECTION TO • COORDINATE REQUIREMENTS WITH OWNER, 8 PROVIDE POWER RECEPTACLE FOR UNDER 13 ATS CONDUIT/CIRCUIT TO ENTER TOP OF MECCO SHADE SYSTEM CONTROLLER, ONE PER EXPIRES: 06/30/10 ARCHITECT, AND EQUIPMENT SUPPLIER. COUNTER REFRIGERATOR. COORDINATE LOCATION ENCLOSURE ONLY. FLOOR. TYPICAL, ALL THREE FLOORS. 3 PROVIDE 1-1/4" CONDUIT STUB THROUGH WITH ARCHITECT. 14 PROVIDE 20 AMP, 125 VOLT LOCKING 21 PROVIDE EMERGENCY SHUT-OFF TO CRAG FLOOR (TO INTERCONNECT CEILING SPACE 9 EXTEND SITE RACEWAY FROM NEW GRADE RECEPTACLE FOR POWER CONNECTION TO SUMP UNITS, CRU-1 AND CRU-2, AND UPS. PROVIDE BELOW AND CONFERENCE ROOM TABLE LEG). MOUNTED VAULT TO APPROPRIATE ELECTRICAL PUMP. COORDINATE RECEPTACLE A PUSHBUTTON WITH EXTENDED GUARD AND EXTEND CONDUIT 1" BEYOND SURFACE IN CONFIGURATION WITH EQUIPMENT SUPPLIER. PANELS AND/OR SERVICE ROOM 102, AS ENGRAVED LABEL TO READ "EMERGENCY EACH DIRECTION. COORDINATE CORE DRILL AND REQUIRED. ROUTE RACEWAY BELOW LANDING OF 15 LOCATE RECEPTACLE IN ACCESSIBLE SPACE OF SERVER SHUT DOWN". ROUTE CONTROL CABLES CONDUIT LOCATION WITH OWNER, STAIR 01. COORDINATE RACEWAY TERMINATION LOCKER CABINETRY. COORDINATE LOCATION TO CRAC UNIT SHUNT TRIP BREAKERS IN ARCHITECT, AND A/V INTEGRATOR. LOCATIONS IN SERVER ROOM 102 WITH OWNER WITH ARCHITECT AND CABINETRY SUPPLIER. PANEL 4SDP1 AND UPS CONTROLLER. 4 PROVIDE 120 VOLT POWER CONNECTION TO AND ARCHITECT. RACEWAY FOR PARKING LOT MOTORIZED SHADE. GATE AND CARD READER TO EXTEND TO ELEC. 16 COORDINATE OVERHEAD DOOR CONNECTION 22 PROVIDE 120 VOLT POWER CONNECTION TO 232 FOR INTERCONNECTION WITH EXISTING REQUIREMENTS WITH SUPPLIER. PROVIDE ALL ACCESS CONTROL SYSTEM POWER SUPPLY. 5 PROVIDE POWER CONNECTION TO SONITROL SECURITY EQUIPMENT. REQUIRED INTERCONNECTING CIRCUITING. COORDINATE REQUIREMENTS WITH OWNER AND ELECTRIFIED FURNITURE. EQUIPMENT EQUIPMENT SUPPLIER. FURNISHED WITH 6' LIQUID TIGHT FLEXIBLE 10 PROVIDE TWO NEMA 5-20L LOCKING STYLE 17 PROVIDE DEDICATED 20 AMP, 120 VOLT CONDUIT WHIP. PROVIDE AND INTERCONNECT (TWIST LOCK) RECEPTACLES ABOVE RACK RECEPTACLE FOR MGE PULSAR M2200 UPS. 23 PROVIDE WIREMOLD RFB BOX IN EXISTING SLAB FURNITURE CIRCUITS IN FLUSH MOUNT DIRECTLY BELOW OR LABEL WITH CABLE TRAY. COORDINATE RECEPTACLE LOCATION WITH FOR POWER TO EXERCISE EQUIPMENT. DO NOT P E C K J-BOX. JUNCTION BOX TO BE WALL MOUNTED. PROVIDE ONE DEDICATED 20AMP, 102 VOLT OWNER AND MEDIA SERVICES EQUIPMENT PROVIDE DATA CABLING OR EQUIPMENT IN BOX. CIRCUIT PER RECEPTACLE. EACH CIRCUIT TO BE DESIGNER/INSTALLER. EXTEND RACEWAY/CIRCUITING OVER TO NEW SMILE Y FED VIA UPS PANEL SUPS1 A. CIRCUIT WALL AND UP TO CEILING SPACE. E T T L I N 18 PROVIDE 120 VOLT POWER CONNECTION TO ALL 1,3,4,7,9,11,13,15,17, AND 19. COORDINATE 24 PROVIDE PUSHBUTTONS FOR EMERGENCY �. architects r-� ( -, RECEPTACLE MOI NTING LOCATION WITH OWNER /-----,..,, r`"----`-� SHUTDOWN OF SERVER QOM EQUIPMENT, ONE `', F'; � `' AND ARCHITECV�Y),ORIENT RECEPTACLES TO FACE #`'. _' 4 E '' ' '` } ` # ' FOR RACK-MOUNTED EWA/ENT (VIA THE UPS f r UNITS) AND ONE FOR THE COOLING EQUIPMENT. LOCATE BUTTONS ADJACENT TO DOOR 102A. COORDINATE LOCATION WITH OWNER AND / 4412 SW CORBETT AVE. t ARCHITECT. PORTLAND,OREGON 97239 25 COORDINATE OVERHEAD DOOR CONTROL PHONE:(503)248-9170 FAX:(503)248-0223 f I STATION LOCATIONS WITH OWNER AND (E)XFMR 'T2A' ARCHITECT. i I PANEL SUPS1 A,..r (E)PANEL �4A: - --- ,.: °�> : 182022. 3 ANEL SUP SUP (E)PANEL �-----:_- .��.�.'.— •. �: >.,n : , 1 } SU P S1 A-12 1416. _ _ , rry / . :.G .5e:,-.. sf.;.Y" •:. k .__ E .......... -, i � «^_:. .�?__s - F .v...,_. ,,,,.,:•, `f FV1 �J �• S ':.d-. \"�•`':%:';;:r:-r.':�: i. :w F.'_v_'__ q �� ... :?:, .,:: it,,- k `iS ,'^3 1 .-_. 3 + 7 7 'j`i..y ' _.'.Lr-... 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E .:1,i'7___,-._..._..„-.,.,--""°--`_-,---,_-_..-_...-.._.,__.___;i_.. .-\_.-_: -.•Tt -_......_.. ....± - - ._,.___' r`F - ��""'J" !-, f-"`� 'E_. _T ,..:,„::,4.}" p E 1 _ 4 r ;i `� /1I{- .5 I 3 r...:.`t.}.......:::,•.cxo:�: ,r .. 7 •,:r,,s... r7t } '�IS:J ::, 7{, r .s..,:,,,,,,w , �t,..,- t 2 •t J..E 1. ) ; •,. ,- - - « eecrcer«cow�anx vrr .»..-,.......,,,,,,.,.....,..,......:........ f :._ , ; . '` ... ,� `� RFB r i € I O 53 ,'+,'ni ,�: © 3�` ,ri.^ �+•`, � Fes•/ k t �+1■1■10 AMMO r3,'; J� ...\,;r E?,..:r V.,3c,-f.. {, ) t 'r,',E ._--- ...r.... F i (..) UPSI- . . 3 ; < 3, 2A2-16. _«.m E' 15• t :: -- r{{ ;FPS-105 8,10.20, 2• - P.:-;a. I /(FPB1O8) € f fi. '.).:• ,: -.,.,-«_,�. -:'anti: .. .:,:- `:$�'x;='3 "--mv'>uyi �P.' i ... :r k ,::,:::..„,„:„.:,-,1 .,n.n..:k :.#, !,}M,, •'oA•q E i..._.�_-k C �t y5 ,tF.:C,::;. ¢?y ham..:.. .,, ;,..y. ;.ti----- �..r:....r.. rte'..-} r-• t i"'... { {,S<i�$2?'j , ,?.^:.:. :;..:.',:v::E.:.j :::.:>"�' ,v rr rr r >: �i } ^'t'+ �,• ;1 . 1 ., . 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W_.. .,.,..,..... ....,..,.. •`.3 `•�4`y'h °) ,F�—E� i-t .. «.w::... - Y .: 7 r_ ,,� ..�,rs �`t•.-- �;_•.::}xs;:�,,,,,1,,.,,;.,,•:•,,,,,,,., �"`..._nom.:, : < E k` _""x }- .. � k �...... s ... _-_-_____ ____-- ,. .: Y,./ 100% CONSTRUCTION k DOCUMENTS I t. . /'�.- ,�, --- f. ,-� /_�, FIRST FLOOR• �• ,` '.. .+ •r'1 rx' 1 E ,•'., ';' f i f i'.; IS ::., ;9 3 i 1 4i , , 3 l r ,, �E /� _ ... ._ _ ,' �� PLAN - POWER MAIM— MO NMI tom, REFERENCE ONLY IS 1 FIRST FLC)OR PLAN - I UVVER NOT APPROVED WITH THIS R MS T 0 4' 8' 16' H MAIM No NIINININIIINIIIII A um cos-mime SCALE: 1/8"=1'—0" 1 M ROJ ;f£ 2009-0364 f'O•3TA :: Ken Spencer g: & INTERFACE co l ENGINEERING 1W- i E' _ kz 708 SW Third Avenue ce Suite 400 Q Portland,OR 97204 C TEL 503.382,2266 1 a ` \ >AX 503,382.2262 0 , www,interfaceengineering.com N FILE: 0364-E31.DWG - E3.1 I EDIT: 5/3/2010 12:36 PM BY KENS I PLOT: 5/3/2010 1:56 PM BY MATTHEW SHAW ç %-A)P R Ores 0 SHEET KEYNOTES 8 PROVIDE 20 AMP, 120 VOLT POWER 13 PROVIDE 120 VOLT POWER CONNECTION TO 21 RE-CIRCUIT EXISTING POWER FEED FOR Gc..1,._ %NE-4 `5•*) • * CONNECTION TO TABLE-MOUNTED PLUG SHADE SYSTEM BUS SUPPLY/REPEATER BUILDING HVAC CONTROL SYSTEM. NEW 1 PROVIDE TWO 4-IN CH RACEWAY CONDUIT STRIP. ROUTE POWER VIA TABLE LEG AND UNIT. SOURCE TO BE UPS. 40.1•4111111 , SLEEVES TO INTERCONNECT UPS/I DF ROOM CORE DRILL. COORDINATE REQUIREMENTS 0-E 010 AND ADJACENT HALLWAY. LOCATE SLEEVES WITH OWNER, ARCHITECT, AND EQUIPMENT 14 PROVIDE 120 VOLT POWER CONNECTION FOR UNDER CABINET REFRIGERATOR. COORDINATE 4/,,, Y13 \ ABOVE CABLE TRAYS. SUPPLIER. , ....,.._ LOCATION WITH CASEWORK SUPPLIER. 'v47-bi' W.SW' 2 PROVIDE A POWER CONNECTION TO FLAT 9 PROVIDE 1-1/4" CONDUIT STUB THROUGH PANEL TV. LOCATE RECEPTACLE BEHIND FLOOR (TO INTERCONNECT CEILING SPACE 15 LOCATE RECEPTACLE ON CABLE TRAY, FOR EXPIRES: 06/30/10 MOUNTING BRACKETS. COORDINATE THE BELOW AND CONFERENCE ROOM TABLE LEG). POWER CONNECTION TO RACK-MOUNTED EXACT LOCATION WITH ARCHITECT PRIOR TO EXTEND CONDUIT 1" BEYOND SURFACE IN POWER DISTRIBUTION UNIT. ROUGH-IN. EACH DIRECTION. COORDINATE CORE DRILL 16 PROVIDE 120 VOLT POWER CONNECTION TO AND CONDUIT LOCATION WITH OWNER, ALL FIRE/SMOKE DAMPERS. COORDINATE 3 PROVIDE POWER CONNECTION TO PROJECTION SCREEN MOTOR. INTERCONNECT ARCHITECT, AND A/V INTEGRATOR. LOCATIONS WITH SUPPLIER. EXTEND CIRCUIT MOTOR CONTROL WITH MOMENTARY SWITCH 10 PROVIDE 120 VOLT POWER CONNECTION TO AS REQUIRED. AND SEPARATE TOUCH PAD CONTROLLER. MOTORIZED SHADE. 17 PROVIDE TWO 20 AMP, 120 VOLT POWER COORDINATE EXACT LOCATION OF CONNECTIONS TO DDC (HVAC) CONTROL IA, . 11 PROVIDE BELOW SLAB POWER CONNECTION MOMENTARY SWITCH WITH ARCHITECT. POWER TRANSFORMERS. COORDINATE TO ELECTRIFIED FURNITURE. EQUIPMENT SUPPLIER. 4 SEE DETAIL 1/E4.4 FOR GROUNDING FURNISHED WITH 6' LIQUID TIGHT FLEXIBLE EQUIPMENT LOCATIONS WITH REQUIREMENTS. CONDUIT WHIP. PROVIDE AND INTERCONNECT 18 PROVIDE 120 VOLT POWER CONNECTION TO FURNITURE CIRCUITS IN SURFACE MOUNT MECCO SHADE SYSTEM CONTROLLER, ONE 5 PROVIDE EIGHT 3" CONDUITS TO ROOF FOR J-BOX MOUNTED TO BOTTOM OF SLAB IN PER FLOOR. TYPICAL, ALL THREE FLOORS. ANTENNA CABLES. THE SECOND FLOOR CEILING SPACE. CORE 6 SEE SHEET AV1.1 FOR ADDITIONAL DRILL SLAB AS REQUIRED. 19 PROVIDE 120 VOLT POWER CONNECTION TO PECK ACCESS CONTFROL SYSTEM POWER SUPPLY. • INFORMATION. 12 PROVIDE POWER CONNECTION TO COORDINATE REQUIREMENTS WITH OWNER SMILEY 7 LOCATE POWER RECEPTACLE ADJACENT TO ELECTRIFIED FURNITURE. EQUIPMENT AND EQUIPMENT SUPPLIER. E T T L I N FURNISHED WITH 6' LIQUID TIGHT FLEXIBLE DATA AND A/V EQUIPMENT, AT PROJECTOR CONDUIT WHIP. PROVIDE AND INTERCONNECT 20 PROVIDE 120 VOLT POWER CONNECTION TO architects LOCATION. COORDINATE LOCATION WITH A/V FURNITURE CIRCUITS IN FLUSH MOUNT MAGNETIC DOOR HOLD-OPEN DEVICE. M AG INTEGRATOR. J-BOX. HOLDER PROVIDED BY ACCESS CONTROL SYSTEM INSTALLER. 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'.''''''' - i i 1: -,_ so33. .,. • , .. i , : 9. ----'' j .' 11. ::I ,::: r -, - , .c-- i S -41.' s -41-- ,.......„ THIRD FLOOR ..._ _______ •:-:-.. ,. ...„. . : ;„:„ _ -_,,____ , _ . _ _ _••••••• ,,... • , ,„ , _ .. ., 31- .. -2';.:---- ,,: •::::-.- .. 41)TYR .. PLAN - . , 1 : L. POWER -..• MUM WO .: ,N ,,,,'",, / 7 '• 7----'`, I"--->,\ : 4. '4 ;. :' ,-, , -„,., ) 1,9,7) ( 10 ) (, 11 MUM MWS / ,. , ,„„... \.,,../. \ / NOUN KS REFERENCE ONLY gm 04/23/10 NOT APPROVED WITH THIS PERMIT MAMAS A loos an-OVUM 1 THIRD FLOOR PLAN .... POWER R .. T 0 4' 8' 16' H 4, PROJE:CT 2009-0364 . ..... . .:::% cL.:0l--ACJ Ken Spencer SCALE: 1/8"=1'-Cr ::::.; •- ' 4 ii.. U) 'N * INTERFACE I 1.-- 7 Is* ENGINEERING w 1-- 0 ,,,.., F. 708 SW Third Avenue 11:110E1 tC.-12 Suite 400 :,0 w ...c:t. Portland,OR 97204 (1) ....1 Cl... TEL 503.382.2266 1 ,...§.. (7) www.interfaceengineering.com c., 0 FILE: 0364-E33.DWG - E3.3 I EDIT: 5/3/2010 12:36 PM BY KENS I PLOT: 5/3/2010 1:56 PM BY MATTHEW SHAW • ��REO P R OFeSS OSHEET KEYNOTES ,� GIN k% Ca 1 INTERCONNECT FOUR #3/0 BARE COPPER 5 PROVIDE LOW VOLTAGE CABLING AND �`P- `= EQUIPMENT GROUNDING CONDUCTORS TO BASE CONNECTION TO MECCO SHADE SYSTEM '""'� V OF ANTENNA MAST AND GROUNDING COLLECTOR ROOF-MOUNTED RADIOMETER/SOLARMETER. j BUSBAR. BOND ONE CONDUCTOR TO EACH COORDINATE LOCATION AND REQUIREMENTS 'f.,.� Y13,1°�°'�'_(,) MAST SUPPORT LEG. PROVIDE ONE #3/0 WITH EQUIPMENT/SYSTEM SUPPLIER. FTk Spy COPPER GROUNDING CONDUCTOR FROM THE COLLECTOR GROUND BUSBAR TO THE BUSBAR EXPIRES: 06/30/10 LOCATED COMM RM 338. PROVIDE ONE #3/0 COPPER GROUNDING CONDUCTOR BONDED TO BUILDING STEEL. 2 PROVIDE CONDUIT ROOF PENETRATION PER DETAIL EXCEPT PROVIDE WITH WEATHERHEAD. PROVIDE ANTENNA CABLING AND GROUNDING ELECTRODES WITH DRIP LOOPS. I, 3 PROVIDE POWER CONNECTIONS TO RTU {lF rrr ' 'f r�; ' ~` `; ,"-r,. ,-i ``; EQUIPMENT VIA FACTORY-INSTAL S[ ; ,r, `; . ` '� -_ DISCONNECT AND 120 VOLT SERA RECEPTACLE. { 4 PROVIDE POWER CONNECTION TO XHAUST FAN / VIA FACTORY-PROVIDED DISCONNECT SWITCH. P E C K t f I ({ {E S M I LEY k t i i t ETTLIN architects .- ,..r_..._..�r t...m m� �. — —,--mmsm —_. m �._ _ n.. _......... .. ...._ ................._rt i m . � m __. ' sf _ t C jj f FF r ` -- E • e .,,_,^ i NNNN ______ M...._.__..__ �_...__ PORTLAND,OREGON 97239 µ PHONE:(503)248-9170 FAX:(503)248-0223 i r E n E F • : alf 8 0 E I 1�© E4.2 '141) (//0 1,„„..„: OD :_. '..,, B Q� W ,„_, 14"'---Y \---/ t �r� e CD E _..,% .t , .\. t 2,/,,, E,1 . �i , a.,) � J______ # {t . . . (..)1'`i E € E 1 i p ' � E O , N.\ 1` ; i t i 8 3 • .- r: 1 E4.2 3 CZ W}I j.f\ ::::. I mot ` `�' 92 RTU-2 © _`___ __ _ _. ._ _- +.-----._.. Cl.• C� Aka 0 CO T4.1 ___ < C\I :, f' _ CJ's ,, .: . ACC-1 © "' ° -4—+ Niii Viirf • , . ._ N. 1::: / s, = 0 (c:A) ,, _____. .______ _ _._...N�:. 6 € (- -\ i ,..------, :'3 • i CO \_:::, , --Ezi (I) "10 j = CCU t I CO• 73 oft) F-- '11" CD d' ■ • E I ; (ACC-2) CO9 k j , i I I I I , ,D , . 1.e E - _. , � _� � ____ : , . o ___, ...._„,,, w. { , 1 ,7 __. 1 ct,„,., 06 / ,E' } i - S ! f: ' { ti5 + : f r. � 9 f Q r E 1' ..'\ 100% CONSTRUCTION DOCUMENTS ROOF PLAN - N R 1 ROOF PLAN - POWER POWER T 0 4' 8' 16' H Ns moilmow SCALE: 1/8"=1'-0" mitts am MILS MOM KS REFERENCE ONLY r— 04123/10 NOT APPROVED ITEI THIS PERMIT Q am aye.-MOM , . µE-.OJE_f t 2009-0364 ;..N ACT Ken Spencer INTERFACE F- U ENGINEERING o. 708 SW Third Avenue re Suite 400 E3 . w tf, Portland,OR 97204 a TEL 503,3822266 1 i ', 503.382,2262 i . °N www.interfaceengineering.com CO FILE: 0364-E34.DWG - E34 I EDIT: 5/3/2010 10:54 AM BY KENS I PLOT: 5/3/2010 1:56 PM BY MATTHEW SHAW .i � O PR Ores s ctf . :P. t- i e'E orj I- vk Y13, �G�5- FTHw.SOE EXPIRES: 06/30/10 C POWER PACK �_ L NEUTRAL 0 • $ 0 A PHASE • I } 1 - 1 D L__.__J OVERRIDE (OFF) SWITCH TO NEXT REMOTE LOCATED IN SAME SENSOR IF REQUIRED SPACE AS LUMINARIES PROVIDE ONLY IF INDICATED ON PLANS C 1 PECK SMILEY LOW VOLTAGE CABLE 6 E T T L I N FOR MANUFACTURER REQUIREMENTS architects CEILING-MOUNTED OCCU PANrIEM0TE SENSOR 4412 SWCORBETTAVE. O , PORTLANDREGON 97239 3 SENSOR CONTROL DIAGRAM PHONE: EGO 9 NO SCALE FAX:(503)248-0223 S._. Cu '. 1 a) C.) cr) 0 CO +l._ CD 1 NOT USED ca. a) 0 1 '� CJ) N CO N 4) -1.-- N E p c" "CZ 1`,, Ct E m O C/) -o E Lo CO CZ 4 NOT USED -a rn 1-- GENERAL N LINE VOLTAGE FROM E V' CD OUTPUT OF OCCUPANCY E ***RUN FLUORESCENT LIGHTING AT 100% LIGHT SENSOR POWER PACK OUTPUT FOR 100 HOURS PRIOR TO APPLYING E CONTINUOUS DIMMING CONTROLS TO FLUORESCENT DIMMING BALLAST. IF THIS IS • • > TO REMAINING 1 0 NOT DONE, REPLACE LAMPS AND BALLASTS OF • > ROOM LIGHTING (1) AFFECTED LUMINAIRES WITHOUT CHARGING OWNER.*** V V V • ELECTRONIC DIMMING O N ELECTRONIC DIMMING O N I f: BALLAST (0-10VDC) BALLAST (0-10VDC) 06 NORMAL n " n NORMAL N l LIGHTING TO REMAINING 1 1 TO OUTPUT OF AUXILIARY RELAY LIGHTING I LOAD U. <----�- -r-- CIRCUIT TJ 1 BALLASTS I' BY SLIDER DIMMER MANUFACTURER 277 120 ,UNSWITCHED • �_ 15 AMPS) IN DAYLIGHT <-----I-t -•- • i FOR ON/OFF CONTROL ( / ) l l`____) ZONE I s A 1 v v v CONNECT IN UL-924 SERIES WITH — LOGIC SWITCH BYPASS 100% CONSTRUCTION BRANCH WHERE THREE WAY SWITCHING IS TO NEXT REMOTE POWER LOAD SIDE OF N N 4\-LOW VOLTAGE CONTROL DEVICE (UL924 CIRCUIT PACK POWER PACK < RED CABLE PER SECTION BLTC-R OR APPROVED) DOCUMENTS ___Alc.._DAYLIGHTING ZONE SHOWN IN CONJUNCTION WITH A SENSORS WHERE SENSOR LOW VOLTAGE PHOTOCELL 3-WAY SWITCH SLIDE DIMMER WITH WALL BOX DIMMER, PROVIDE A LOW APPLICABLE MANUFACTURER WHERE SHOWN 0-10NDC OUTPUT TO VOLTAGE SLIDE DIMMER (LUTRON RECOMMENDATIONS DETAILS PROVIDE SEPARATE ON DRAWINGS DIMMING BALLAST. NOVA T OR APPROVED). PROVIDE 24VDC REMOTE POWER SUPPLY IF SEPARATE SETS OF SWITCHES, SENSOR ELECTRICAL NEEDED POWER PACKS AND PHOTOCELLS EMERGENCY FOR EACH DAYLIGHT DIMMING ZONE. EMERGENCY 0 UNSWITCHED LIGHTING NO LIGHTING LOAD 2 LOCAL DIMMING DAYLIGHTING CONTROL CIRCUIT N - (UP TO DETAILS (277/120) 10 AMPS) NO SCALE CIOSIS KS OCCUPANCY SENSOR/SWITCH BYPASS NOTAPPROVED WITH THIS PERMIT iminso 5 EMERGENCY LIGHTING RELAY SCHEMATIC D loos cps-0412aro NO SCALE RO E CT 2009-0364 tz •3 I A.-: Ken Spencer -A, 0. co INTERFACE v ENGINEERING I— 708 SW Third Avenue Suite 400 ■ Portland,OR 97204 a IP TEL 503.382.2266 r.AR 503.382.2262 ° 0 ". www.interfaceengineering.com N 0 FILE: 0364—E41.DWG — E4.1 I EDIT: 4/22/2010 9:01 AM BY MATTS I PLOT: 5/3/2010 1:56 PM BY MATTHEW SHAW I N'N' PROFESS/ 4c? ��G1 N'�` , 029 e'-N Aimo.41"46 '4W 7,,,r 1.. A/ v 10" r •-E •J r..:g.,-, •,..: ■''' "ii■• /4v4Y13,10:6 4- 11 Fry w.sp� ...a:" BRANCH CIRCUIT CONDUIT, CONCRETE '\�� ,s SEE CIRCUITING PLAN COVER 1-3/4" EXPIRES: 06/30/10 !4ei: ; BLANK PLATE COORDINATE �r •) WIRE FRAME `•` CUTTING OF CABINET WITH •�'' t`; CABINETRY TRADE ON JOB COVER TO BE MARKED BRASS SWING BOLTS & "ELECTRICAL: ~• NUTS IN DIAGONAL CORNERS ::-:w CABINET, SEE ARCH. 14- 1/4" ., ., 'r DRAWINGS �' �,11 LUMINAIRE, SEE V k : LUMINAIRE SCHEDULE I b frr FLEX CONDUIT ,\g' CONCRETE PULLBOX, CHRISTY, JENSEN OR �� SECURE LUMINAIRE TO CABINET APPROVED EQUAL. N9 SIZE SHOWN, `: � PULLBOX TO BE APPROPRIATE SIZE FOR PECK =.<< WITH (1) #8 x 3/4" WOOD SCREW ti�:� AT EACH END NUMBER AND SIZE OF CONDUITS FSH LL `r? -- INTEGRAL ROCKER SWITCH :5 i :..� SPLICES WITH-IN THE CONCRETE ¢=q' (SEE LUMINAIRE SCHEDULE) 12" PULLBOX ARE TO BE SEALED WITH AN l•i:: 12 architects -- �'`� " INSULATING AND ENCAPSULATING RESIN ^ a �` 10— 5/8 PACK, SCOTCHCAST 4 OR EQUAL 4 CONDUIT WITH-IN THE CONCRETE 17- 1/4" PULLBOX ARE To BE SEALED WITH RTV 4412 SW CORBET AVE.• 4 UNDERCABINET LUMINAIRE MOUNTING o =o,. 3" KNOCKOUTS DUCT SEAL TO PREVENT WATER ENTERING PORTLAND,OREGON 97239 4 USED NO SC NOT • •••=° PHONE:(503)248-9170 GRAVEL FAX:(503)248-0223 BODY BASE 12" 36" OF SLACK CONDUCTORS CONNECT GROUND WIRE TO GROUNDING THICK 1 AT BASE OF POLE - LUG OF POLE AT HAND HOLE PROTECT WITH PLASTIC COVERING UNTIL POLE it POLE 7 CONCRETE PULL BOX DETAIL INSTALLATION. PLUG BASE COVER CONDUITS TO PREVENT WATER DOUBLE NUT FOR LEVELING NO SCALE EPOSII6A.DWG L.... COLLECTING IN CONDUITS MAKE POLE PLUMB (�„� METALLIC SHRINKAGE ' '! 1", 45' TOOLED EDGE -�--� RESISTANT GROUT -. ° 1 E i ��ii i 2,_5,r(3) #30 REINFORCING t FINISHED GRADE STEEL HOOPS WITHIN O 'er 11 D \ C.) TOP 5" =u=u=a=i1=a-,!-I- • �Ei u=ir-a=u=u=ir USE PRE MOLDED „' •11 EMI ;T " EXPANSION JOINT FILLER ire IA i �,_, 36 = WHERE POLE BASE �i= it m -�� \CONDUIT ],ABUTTS CONCRETE I " " ;" -Q SIDEWALK OR OTHER 1!; 111$1 I fl! 'A' CONCRETE n . 11 3 " CAST IN-PLACE CONCRETE BASE CU ��,/� "'"'� 'C' DIAMETER CONCRETE STEEL ('''� ■ ANCHOR BOLTS REINFORCING BAR CAGE. 6- 5 # ANCHOR BOLTS • • ' - ; . VERTICAL BARS WITH #3 Ca. (1,) SUPPLIED WITH .�,'C J i ,I•: HORIZONTAL HOOPS ON 12" CO POLE, INSTALL —= ' —� CENTERS TIED TO VERTICAL BARS POLE PER N MANUFACTURER'S 'B' DIAMETER ROUND Cf) INSTRUCTIONS FORMED CONCRETE BASE E 1� BASE POLE HIEGHT SOLDERING METHOD: a) `}— NOTE: DIMENSIONS TO ' UP TO 40' 1. GRIND GALVANIZING TO =_ C FIXTURE WIRE THROUGH UP TO 15' UP TO 22' UP 0 35 POLE TO LUMINAIRE TO 'A' 4'- 0" 4'- 0" 6'- 0" 7'- 0" BARE METAL IN AREA OF N41 Et BE RATED FOR 150 F 'B' 18" 24" 24" 24" SOLDERING. = 'C' 14" 20" 20" 20" 2. APPLY MURIATIC ACID LIQUIDTIGHT FLEXIBLE co 0 FOR FLUX. CONDUIT TO EQUIPMENT. �LIQUIDTIGHT FLEXIBLE (f) E 3. SOLDER LEAD COUNTER- = = Lo Cti SECTION — AREA LUMINAIRE FLASHING TO COUPLING � /� CONDUIT CONNECTOR WITH 50/50 SOLDER. 11.11 (USE PIPE JOINT (E .� E 5 STAN DAR D PEDESTAL ANCHOR BASE 4. COAT SOLDER AREA WITH COMPOUND FOR WATERTIGHT SEAL TO E NO SCALE ELISIO1A.DWG ZINC PAINT OR COLD COUPLING). = Ni"." 2 GALVANIZING COMPOUND -• RIGID COUPLING, SOLDER C NOT USED (ZRC CHEMICAL PRODUCTS). TO COUNTER FLASHING. V" 4 LB. LEADED COUNTER E MIN. 4" OVERLAP— . FLASHING. 1 0 4 lb. LEADED FLASHING (u ) "' - "- (STRAIGHT, NO FLARE). Ct STRUCTURAL MEMBERS Z CV - "' HOT MOPPED ROOFING TOP OF ROOF CONTINUOUS TO VERTICAL LL- J Ilk..,.....„.......... SECTION OF FLASHING L >I BEAM CLAMP 1111. 1111 . -1111. 1111.. 1111...1111 1111 1111 . . 1111 .. .. :11 . .., ... . . . .. .. 1111 .. 1111. 11,,:-., .•,.....,., ..,. . . 1111. .:.....: . . . ..:, 11 . 1111. .. ....... <> 77".""." #12 GA WIRE HANGER AT ROOF STRUCTURE 100% CONSTRUCTION 4 CORNERS OF FIXTURE (TOTAL WIRE WITH MIN OF 3 TURNS ROOF DECK & INSULATION ' OF ►�� SEE ARCHITECTURAL DOCUMENTS OF WIRE TWISTED AROUND DRAWINGS. ITSELF WITHIN 1-1/2" RIGID CONDUIT SUPPORT BLOCK 20 GAUGE •.E RIGID COUPLING DETAILS- TELESCOPIC <> ESTEEL FRAME CONDUIT STRIP ELECTRICAL ( E.M:T. COND tT, FASTEN MD TO ROOF STRUCTURE IN t SUBSTANTIAL MANNER p DETAILS `��`�� NOTE: IF FLEXIBLE SHEET ROOFING SYSTEM IS USED, COORDINATE FLASHING Mb CIS MOM KS WITH ROOF MANUFACTURER, ALL ELSE TO REMAIN PER THIS DETAIL *Ai p REFERENCE Q gm cps 04128110 a WEIGHT 20 LBS 1 EOT APPR �%ED WITH THIS PERMIT e \ld..DRILL (2) 1/8" HOLES 2" r•:•� ►. a.a.�. _... .b:.._.. 8 CONDUIT THROUGH ROOF APART ON MOUNTING NO SCALE FRAME CENTER LINE GYPBOARD OR �.: �r rr oJE,') 2009-0364 AND LOOP WIRE THROUGH T-BAR CEILING r{ OFF 3 >; Ken Spencer 6 NOT E D v. cn US INTERFACE cn > ENGINEERING F- 3 RECESSED DOWNLIGHT MOUNTING 1 708 SW Third Avenue NO SCALE r, Suite 400 ■ g. Portland,OR 97204 a r.; •• TEL 501382.2266 '' A . 503.382.2262 ° :r k. O www.interfaceengineering.com N i FILE: 0364-E42.DWG - E4.2 I EDIT: 4/22/2010 9:01 AM BY MATTS I PLOT: 5/3/2010 1:57 PM BY MATTHEW SHAW ,cRtip PROFe3,, �(.1 4,�G1Nt ipy9 4065:4117 .-E ra ENGINE CRANKING BATTERIES �i�, Y13,\ ° & NFrHw.sP�� POWER GENERATOR ENGINE CRANKING MOTOR SOLENOID EXPIRES: 06/30/10 ROTATING ENGINE GENERATOR —I r - - - (CONTROL PANEL I ENGINE • ELIH* VOLTAGE, (REMOTE ALARM MOTORING 1 li j REGULATOR , ANNUNCIATION ENGINE ENGINE I ° H■ L FT STOP - - - 111111111111111r 11 11 L J 21AagEa SERVICING I ■ RECEPTACLE '`` T '"' 0 ON EMERGENCY 0A 0B NI 0C __ I POWER. N;-. ENGINE COOLING WATER GFI JACKET HEATER, WITH IM tSv it, ND 1 t PM WP I INTEGRAL THERMOSTAT. MAIN CIRCUI ',nu'R ~� P E C K BREAKERS ---" ENGRAVED LABELS NOM NINIOIMMINNIMIO Ts ON SWITCHES SMILE Y ETTL N #2 BARE SOFT DRAWN \--NEMA 3R ENGINE GENERATOR 4 NOT USED architects STRANDED COPPER LOOP WEATHERPROOF HOUSING. GROUND 36" BEYOND DOUBLE DOORS THROUGHOUT ' WITH HOLD OPEN BARS. DOORS 3/4"C. PERIMETER OF GENERATOR PAD AND 24" BELOW I r ARE REMOVABLE FOR SERVICING. , FINISH GRADE. DOUBLE PIN LOCK. DOORS ARE 1 4412 SW CORBETT AVE. PAD LOCKABLE IN ADDITION TO TO BLDG. PORTLAND,OREGON 97239 OUTPUT POWER TO TO BLDGN GROUND ROD LOCKABLE CATCH MECHANISM. PHONE:(503)248-9170 AUTOMATIC TRANSFER TYPICAL OF 4. ROUTE IN 1"C. SCHEDULE FAX:(503)248-0223 SWITCH. TO AUTOMATIC TRANSFER 40 P.V.C. CONDUIT 36" SWITCH. BELOW FINISH GRADE IN 3/4" CONDUIT LOOP .-- '41 TO BLDG. COMMON TRENCH WITH POWER = 115V.A.C. TO REMOTE ANNUNCIATOR POWER FEEDER. f Ji ROUTED IN 1-1/2" SCHEDULE • S.. 40 P.V.C. CONDUIT 36" /' tD BELOW FINISH GRADE IN TO BLDG. �+COMMON TRENCH WITH MOTORIZED GATE POWER FEEDER. Q.) KEYPAD Co) 1 EXTERIOR ENGINE GENERATOR DIAGRAM CONTROL UNIT ' NO SCALE EPOCDO1B.DWG .■ .0 t ,- ./ 3/4" -� de CZ 5.. ca_ (1.) 0 ei-> co co c\I a) T N Q Q) T Nix = CI Os) -Cli N" Et MT Q RESTRICTING CURB W "CD 0) "E T Ca 5 BARRIER GATE DETAIL Tr - NO SCALE ESESI01 A.dw _a 0') I- 9 = NOTE: THIS DETAIL IS STANDARD ONLY AND NOT INCLUSIVE OF T ALL REQUIRED INTERCONNECTING RACEWAY/CIRCUITING. r'- PROVIDE ALL CONDUIT AND CONNECTIONS. COORDINATE E REQUIREMENTS WITH EQUIPMENT SUPPLIER. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION. T O 2 NOT USED (...) tm. 1s Lam. >. TYPICAL SWITCHBOARD BOLT SWITCHBOARD SECTIONS IHe" SECTION TOGETHER WITH 4 - 1/4" R.H. MACHINE SCREWS TWO TOP AND TWO BOTTOM 100% CONSTRUCTION FLOOR FRAME DOCUMENTS TYPICAL ANCHOR PLAN VIEW BOLTS - 4 PER SECTION REAR PANEL DETAILS- TYPICAL SWITCHBOARD SECTION IS 90" HIGH ELECTRICAL APPROX. WT. OF 1 i i 'R0 SECTION IS APPROX. -, 1200 LBS 4„ _, o�rk DETAILS FRONT COVER PLATE . ` MEND KS FLOOR FRAME BY REFERENCE ONLY rm 04/23 MANUFACTURER NOT APPROVED WITH THIS PERMIT A wet FINISHED FLOOR »RAWL» CAT. NO. 6008-1/2" SLAB SELF DRILLING MASONRY ANCHOR-4-PER PANEL i f fir• E V ' ' u MIN. 3" CONCRETE SECTION HOUSEKEEPING PAD k PROJECT 2009-0364 ; :.}ti.f,( Ken Spencer INTERFACE `ti ENGINEERING w 3 SWITCH BOARD ANCHOR r 1._ 708 SW Third Avenue Q NO SCALE k. Suite 400 E4 • 3 W Portland,OR 97204 a ii-,L 503.382.2266 I ?:. . 503.382.2262 ° 0 www.interfaceengineering.com N 0 FILE: 0364-E43.DWG - E4.3 I EDIT: 4/22/2010 9:01 AM BY MATTS I PLOT: 5/3/2010 1:57 PM BY MATTHEW SHAW �CI liktp PROFESS„ ‘,‘G ..t . 0* IN 0 SHEET KEYNOTES o _�--- 1 PROVIDE #2 BARE COPPER EQUIPMENT GROUNDING .......1 ... s. PLYWOOD .�E •';J CONDUCTOR SURFACE-MOUNTED AROUND PERIMETER I BACKBOARD OF COMM ROOM TO SERVE AS INTERNAL PERIMETER GROUND BUS (IPGB). LOCATE AT APPROXIMATELY 8' _ i' FtH W.SQL A.F.F., VERIFY WITH OWNER. 3 gym:<._.::.,, ;,.:-. �,, r; � EXPIRES: 06/30/10 11) , , 2 PROVIDE HARGER-BRAND HALO STAND-OFF CLAMP, _ E4.4 HSC100R56, OR APPROVED SUBSTITUTE. PROVIDE I `:`k `: : '�:<.>��a if`<.u.`' QUANTITY AS REQUIRED AT MANUFACTURER- RECOMMENDED SPACING. ADJUST MOUNTING LOCATION 7 LEFT OR RIGHT, AS REQUIRED, TO SECURE CLAMP TO .,,.`,�.� 8 i., • 14 ,. ,NEAREST WALL FRAMING MEMBER. fillik. 3 PROVIDE #3/0 BARE COPPER EQUIPMENT GROUNDING : 1111110 41111•1111a.1111111110 (...._ i CONDUCTOR TO BOND IPGB TO TELECOM GROUNDING /BUSBAR. PROVIDE EXOTHERMIC WELD FOR ATTACHMENT `` F Al ,1 TO IPGB. PROVIDE COMPRESSION LUG FOR ATTACHMENT Q 0 II (ii- TO TELECOM GROUNDING BUSBAR. e., © 7 TELECOM 4 PROVIDE #6 BARE COPPER EQUIPMENT GROUNDING T4.1 0 GROUNDING CONDUCTOR TO BOND METAL DOOR FRAME TO IPGB. _ BUSBAR PROVIDE ONE-BOLT BONDING CONNECTOR FOR P E C K ATTACHMENT TO IPGB. PROVIDE COMPRESSION LUG FOR 5 HALO STANDOFF CLAMP SMILE Y ATTACHMENT TO DOOR FRAME. COORDINATE ATTACHMENT POINT AT DOOR FRAME WITH OWNER AND 1 ENLARGED COMM. ROOM NO SCALE E T T L I N ARCHITECT. 0 2' 4' 8' architects 5 PROVIDE #6 BARE COPPER EQUIPMENT GROUNDING - �, &a...WO)CONDUCTOR TO BOND HVAC SYSTEM TO IPGB. PROVIDE SCALE: 1/4”=1'-0" o ONE-BOLT BONDING CONNECTOR FOR ATTACHMENT TO o IPGB. ,. 4412 SW CORBETT AVE. `~ PORTLAND,OREGON 97239 6 PROVIDE MINIMUM 4-INCH SEPARATION AT ENDS OF ° - /- PHONE:(503)248-9170 IPGB. SEPARATION LOCATED IN ROOM OPPOSITE OF FAX:(503)248-0223 TELECOM GROUNDING BUSBAR. ....----'9 0 0 7 PROVIDE #3/0 BARE COPPER EQUIPMENT GROUNDING CONDUCTOR TO COLLECTOR GROUND BUSBAR LOCATED ON ROOF. SEE SHEET E3.3, KEYNOTE ONE FOR INFORMATION. N1 001 8 INTERCONNECT THE GROUND BUS BAR IN COMM RM 0'' a) 338 WITH THE GROUND BUSBAR LOCATED IN THE MAIN % ' ..4_, ELECTRICAL ROOM 232 USING #3/0 BARE COPPER. 0 v " 9 PROVIDE ONE #3/0 COPPER GROUNDING CONDUCTOR (� B CD ONDED TO BUILDING STEEL. r Q Cf) v = --- O- := s- i....5 2 NOT USED �- n cu NO SCALE Q_ a) 0 „,-.> co ci) N C.0 .0 N v I l , a) -1—+ Ni. 11 J [ J Iii UI = a O) e % 1 i: 'C71). NI. Et is E __ CONDUIT SIZE ". `� `` AS NEEDED 'r' �!�' co 0 a a —0 0) 12 DOOR CONTROLLER JUNCTION BOX � : `"� .;.:< >. :,�y "£ . • TO DOOR OPEN E ar.,- ;, a a 0 (� E PLUS 60 INCHES AFF a A "i" CTUATOR SWITCH DOOR #2 AP5 � i 0 -c3 cy) i- DOOR € : :: � -� I D 0 � E 8 CONTROLLER DOOR #1 `? .,_. __.-._,.�__ , Y E COORDINATE LOCATION __ - WITH OWNER PRIOR TO �_ �� E 3/4" CONDUIT :E �=.-.-r- �-- ROUGH-IN 6 6-INCH POKE-THROUGH o NO SCALE C..) DOOR CONTROLLER 3 ENLARGED 3RD FLOOR UPS/IDF ROOM DISCONNECT SWITCH 0 2' 4' 8' 06 EDGE-SWITCH .. LL JUNCTION BOX ```� SCALE: 1/4"=1'-0" "' >. GUTTER I— PLUS 72 INCHES AFF--/I JI lL 3/4" o 0 3/4 CONDUIT c ' WATERPROOF o o . i 1 Er 10 LOCAL DOOR o °- °— : _� : - . ��--� �--- 100% CONSTRUCTION PHOTOELECTRIC EYE #1 #2 -" ____1 OPERATOR BUTTONS # # ° ` o SQUAR D: MOUNTED ON ADJUSTABLE BRACKET �_ �:_::, (2)NO-(1)NC f\ - /.------CENTER OF BEAM 12 INCHES FROM WALL .> f1` -`--- —i-- UMENT OR APPROVED. AND 48" FROM FLOOR. COORDINATE EXACT EMOTE DOOR OPERATOR UTTONS €_ ........,^•. :•} ,':.rte •' I' 5/2 5�/S 10 PLUS 48 INCHES AFF LOCATION WITH OWNER PRIOR TO ROUGH-IN. SEE PLANS FOR QUANTITY ENLARGED PHOTOELECTRIC EYE 'z�y`� �__. .__._._...._.-__..._ WATERPROOF FLEX f E PLANS JUNCTION BOX E -,. .:.e PLUS 48 INCHES AFF ::.. Y i .'tip"``' € `---__ „, . ELECTRICAL X. MOUNT REFLECTOR AT 18" AFF FOR PHOTOELECTRIC EYE MOUNTED AT �® P '' MO 48". COORDINATE EXACT LOCATION i WITH OWNER/ARCHITECT PRIOR TO € �� ` > DETAILS li'l ROUGH-IN. REFERENCE ONLY PAU avxmo I ��'.��C��r'F.�3 WITH THIS ��1�. T' ,r,m„ow, 8 OVERHEAD DOOR CONTROLLER ELEVATION 1 I A 10r0�iCD'8-0 C� NOTE. TYPICAL ELEVATION SCHEMATIC. COORDINATE ACTUAL REQUIREMENTS WITH EQUIPMENT 4 E N LARG E D 2ND F LOO R U PS/I D F ROO M ' • SUPPLIER AND OWNER PRIOR TO ROUGH-IN. 0 2' 4' 8' N. _�. SCALE: 1/4"=1'-0" RFB FLOOR BOX PROJECT 2009-0364 NO SCALE - CONTACT Ken Spencer INTERFACE 0 r 0 ENGINEERING 7 E44 (-§ 08 SW Third Avenue Suite 400 ■ Portland,OR 97204 Cl) TEL 503.382.2266 0 503.382.2262 1 www.interfaceengineering.com N v, 0 FILE: 0364-E44.DWG - E4.4 I EDIT: 5/3/2010 11:27 AM BY KENS PLOT: 5/3/2010 1:57 PM BY MATTHEW SHAW _.. COPPER FEEDER SCHEDULE (EXISTING) 0 0 SHEET KEYNOTES ,_,.,,_ , . • -Z• -1`4• 41g., ;P'. 7:- L I N E TYPE LEGEND 1 EXISTING FEEDER INFORMATION IS BASED ON RECORD 4,0,746 1P4 gm 3 #6 CU, 1 #10 CU GND., IN 3/4" C. DRAWINGS. VERIFY THE ACTUAL CABLE AND CONDUIT .-E •j SIZES AND TYPES PRIOR TO EXTENDING NEW COPPER tA t/e4Y 44, r . L,._ 1003 13 NEW 3 #2 CU, 1 #8 CU GND., IN 1-1/4" C. FEEDERS. MATCH EXISTING. iNWS‘;' •1 EXISTING TO REMAIN 2 REUSE THE EXISTING 1200AMP GFI MAIN BREAKER IN EXPIRES: 06/30/10 EXISTING TO BE REMOVED DISTRIBUTION SECTION. SEE SHEET E5.2 FOR MORE ( 2004 ) 4 #3/0 CU, 1 #6 CU GND., IN 2" C. INFORMATION. 3 DEMO EXISTING DISTRIBUTION SECTION OF MDP AND 2254 4 #4/0 CU, 1 #4 CU GND., IN 2-1/2" C. (RTU-1) PROVIDE A NEW SECTION AS SHOWN ON SHEET E5.2. ( 3003 ) 3 - 350 kcmil CU, 1 #4 CU GND., IN 2-1/2" C. c'- • C12000) THREE 5" DIAMETER EMPTY CONDUIT WITH PULL CORD (3003) F1 ROOF ___ ___ . _ ___ ___ . _ _ ___ ____ . _ _ ____ . _ _ . _ ___ . _____ ___ . _ ___ . _ _ . _ . _ _ . _ ___ . ____ _ — — • — — — _ ...._ _ ___ ___ . _ _ PECK SMILEY ETTLIN 75 kVA architects 480-208Y/120V,30,4W PANEL PANEL (E) TRANSFORMER T2C PANEL 2C2 2C1 4C —{2254)— ---(2254,) (1003 J-- 4412 SW CORBETT AVE. PORTLAND,OREGON 97239 I PHONE:(503)248-9170 FAX:(503)248-0223 COLD WATER PIPE THIRD FLOOR _ . _ L.-. 75 kVA CD 480-208Y/120V,30,4W .4.-.• PANEL PANEL (E) TRANSFORMER T2B PANEL = 2B2 2B1 4B a) —{2254)— (2254) 11003)— (-) _i_ CO = . OLD 0 WATER PIPE as , s....... CD . 0 (2004) (2004) (3003) ( 553 ) (2004) 0 > CO METER BASE r CURRENT 14,1 TRANSF. -1 (1) 4•••0 1%**" POWER CABINET C:7) COMPANY I I = C) TRANSFORMER -7) Nil' Ct 1-1/2"C.-/ 0 PER POWER SPACE GFI CONCRETE PAD ) 1200A 200A ) 200A ) 200A ) 300A ) 60A ) 200A c:T1 0 3P I I 3P I 3P I 3P I 3P I 3P _ COMPANY REQUIREMENTS TERMINAL NEUT. BUS 1 FULL LENGTH (1) -0 ''fa7LA„, 4Z: CABINET GROUND BUS 1200 AMP BUS 7:3 L.• = Lo as SEE SITE ,0 MAIN DISTRIBUTION SWITCHBOARD (MDP) CU 0) PLAN 02000) 480Y/277 VOLT, 3 PHASE, 4 WIRE NI.. •— 1-4" PVC- AVAILABLE FAULT DUTY 28,006A "" ".3 0) 1" - = mr.-• cti . MAIN FLOOR E . ____ ___ E 0 C) 75 kVA 480-208Y/120V,30,4W p 6FORAmE3oUDM ANN PANEL (E) 'TRANSFORMER T2A PANEL oo 4A2A U.... (1003) (2254)- 1--X------ ( 553 )-----c (E) ELEVATOR >11 i l' — JOLD WATER . PIPE 100% CONSTRUCTION DOCUMENTS ONELINE ELECTRICAL _ ____ _ _ _ . _ _ _ ___ ___ . _ _ . _ _ . _ _ . _ ___ ___ . _ _____ ______ _____ . ____ _ . _ ____ . _____ ____ . _ _ LOWER LEVEL DEMO PLAN ONE-LINE POWER DISTRIBUTION DIAGRAM - DEMO 480Y/277 VOLTS, 3 PHASE, 4 WIRE EPO1L02A.dwg Min 28,0 MN* MWS CHEM KS vow REFERENCE ONLY IIMAINCIS NOT APPROVED WITH THIS PY-RNITT A ,D,6• 1 PROJF:Cr 2009-0364 Ken Spencer 1 w INTERFACE i- o 1 UJ A ENGINEERING I- i , 1 708 SW Third Avenue E51 -0 pi Suite 400 . 0 UJ Portland,OR 97204 u) o_ I TEL, 503.382,2266 503.382.2262 o .,... ...i www.interfaceengineering.com FILE: 0364-E51.DWG - E5.1 I EDIT: 4/22/2010 9:01 AM BY MATTS I PLOT: 5/3/2010 1:57 PM BY MATTHEW SHAW COPPER FEEDER SCHEDULE (NEW) o SHEET KEYNOTES 40,DP R Ore Sts, .., ,t‘GIN4. /0* COPPER FEEDER SCHEDULE (EXISTING) 0 ( 304 ) 4 #10 CU THWN-2, 1 #10 CU GND., IN 3/4" C. 1 EXISTING FEEDER INFORMATION IS BASED ON RECORD DRAWINGS. VERIFY THE ACTUAL CABLE AND CONDUIT 4,, ct. 'IX P'. -7 4,05,1 ": /40 621 SIZES AND TYPES PRIOR TO EXTENDING NEW COPPER 3 #6 CU, 1 #10 CU GND., IN 3/4" C. ( 403 ) 3 #8 CU THWN-2, 1 #10 CU GND., IN 3/4" C. LINE TYPE LEGEND FEEDERS. MATCH EXISTING. . E • ) I- v&Z Y13,06, . CM3 #6 CU THWN-2, 1 #10 CU GND., IN 3/4" C. NEW 2 INSTALL THE EXISTING 1200AMP GFI MAIN BREAKER (E1003 EXISTING TO REMAIN) 3 #2 CU, 1 #8 CU GND., IN 1-1/4" C. EXPIRES: 06/30/10 IN THE NEW DISTRIBUTION SECTION. •\ ( 1000 ) ONE 1-1/2" EMPTY CONDUIT WITH PULL CORD FUTURE 3 PROVIDE A MOTORIZED CIRCUIT BREAKER. (E2004 4 #3/0 CU, 1 #6 CU GND., IN 2" C. i 4 PROVIDE A CODE SIZED WIRE GUTTER ABOVE THE ( 1003 3 #2 CU THWN-2, 1 #8 CU GND., IN 1-1/4" C. MDP TO EXTEND AND REFEED PANEL '4C' AND (E2254) 4 #4/0 CU, 1 #4 CU GND., IN 2-1/2" C. RTU-1. ( 1004 ) 4 #2 CU THWN-2, 1 #8 CU GND., IN 1-1/4" C. • 5 PROVIDE A NEW 36" DEEP, 1200 AMP SERVICE RATED CE3003) 3 - 350 kcmiI CU, 1 #4 CU GND., IN 2-1/2" C. 1254 4 #1 CU THWN-2, 1 6 CU GND., IN 1-1/2" C. (RTU-2) (R-ru-1) DISTRIBUTION SECTION TO FEED THE LIFE SAFETY # AND STAND-BY ELECTRICAL BRANCHES. MOUNT THE NEW DISTRIBUTION SECTION ADJACENT TO THE (E12000) THREE 5" DIAMETER CONDUITS (1003) (E3003) EXISTING UTILITY TERMINAL CABINET. ( 2004 '\ 4 #3/0 CU THWN-2, 1 #6 CU GND., IN 2" C. I 6 PROVIDE A NIPPLE CHASE TO EXTEND AND ( 3003 ) 3 - 350 kcmil CU THWN-2, 1 #4 CU GND., IN 3" C. 0 II F --I TERMINATE THE 1200AMP SERVICE ENTRANCE CONDUCTORS TO THE NEW DISTRIBUTION SECTION ( 8004 ) 3 SETS OF (4 - 300 kcmil CU THWN-2, 1 #1/0 CU GND., IN 3" C.) BUS BARS. PECK 7 COORDINATE SWITCH AMPERAGE RATING AND DUAL SMILEY (12004) 4 SETS OF (4 - 350 kcmil CU THWN-2, 1 #3/0 CU GND., IN 3" C.) ELEMENT FUSE SIZE WITH EQUIPMENT MANUFACTURER E T T L I N 01 SPD I ROOF . 8 PROVIDE NEW EXTERNALLY-MOUNTED SPD ADJACENT architects , 1 , TO EXISTING PANEL. MAXIMUM LENGTH OF 480-208Y/120V,30,4W 75 kVA 1 304 j INTERCONNECTING CIRCUITING TO 12-INCHES. I PANEL PANEL PANEL PANEL (E) TRANSFORMER T2C PANEL PANEL 9 PROVIDE A 277V, 20A CONNECTION TO LIGH-TING 4LS3 FUPS3 _L I. 2C1 2C 4C 4C1 CONTROL RELAY PANELS 'RP1', 'RP2' AND 'RP3' FOR 4412 SW CORBETT AVE. PORTLAND,OREGON 97239 --L.1- ----:.-- -4E2254)- (E2254) HE1 0031- MONITORING OF NORMAL UTILITY POWER. ENERGIZE PHONE:(503)248-9170 --.L.T. EMERGENCY LIGHTING CONTROL RELAYS UPON LOSS FAX:(503)248-0223 ,-..-4 20041-01113- ' _L OF NORMAL UTILITY POWER. SEE SHEETS E2.1, E2.2 AND E2.3 FOR RELAY PANEL LOCATIONS. , OLD 'FUPS3 WATER 10 PROVIDE PANEL WITH RED LABEL AND WHITE 48 kW, UPS PIPE ENGRAVED LETTERING TO READ "TO DE-ENERGIZE — . — — . — . — . — . THIRD FLOOR PANEL, DISCONNECT UPSTREAM BREAKERS IN BOTH 0 I SPD 1 I LIGHTING THE GENERATOR PARALLELING SWITCHBOARD, LOCATED IN E PARKING LOT GENERATOR 12004) I...MM 'THE 75 kVA 480-208Y/120V,30,4W I 304 ) I CONTROL PANEL ENCLOSURE, AND THE MDP LOCATED IN THE MAIN .4-.• PANEL PANEL PANEL (E) TRANSFORMER T2B PANEL PANEL PANEL PANEL PANEL -LT 1 I ELECTRICAL ROOM". = a) 4LS2 261 2B 4B LCP 4B1 FUPS2B FUPS2 11 PROVIDE RED MUSHROOM-HEAD PUSHBUTTON (..) --(E2254)- —1E2254) (E1003)-- — --L....r -=-. ADJACENT TO DOOR 102A TO SERVE AS EMERGENCY -LT DISCONNECT FOR CRU-1 AND CRU-2. PUSHBUTTON Cr) TO OPEN SHUNT-TRIP CIRCUIT BREAKERS. PROVIDE _ ENGRAVED LABEL AT BUTTON (WHITE CORE WITH RED 42004)-411D- = . OLD FACE-MELAMINE) TO READ "COOLING UNITS-EMERG. 0 WATER 'FUPS2' SHUTDOWN". :47-7-0 PIPE —(2004)- 48 kW, UPS • (E2004) (E3003) CZ 12 SAME AS NOTE #11 EXCEPT BUTTON TO S......, INTERCONNECT WITH UPS. ENGRAVED LABEL TO READ a) . .,, -%, '%- -, "UPS/RACK EQUIPMENT-EMERG. SHUTDOWN". ca. a) _ __ • _. ONOM MINIMS •. 4•11•1••■ MI•MIN••••■• • •■• IN•MOMMO • •••■••■• .111•IMMIM • ••■•••■• •Ii• • MIMIMMIW 0 0 4.4 (N _.... CO ...., • U) = (NI ., ATS 2 ,..., ... a) -1-• N.- (12004J AVAILABLE FAULT 0(12004)--\ DUTY.222317A T ■ili • ■ •••■••=1 • STIII■ IIIIIMIMIM • INNIMIMINI• ONNIIMIMO • MINNIIIMEM •••••■ • OMMINIMM• 1•••••■ • MIIMMIIMMI ■ • 0 = C) (3) NEW 1200A, 4P rt 7 % METER BASE CURRENT MI TRANSF. hum CABINET I SPD 0 -C75 Naial STAND-BY AUTOMATIC I POWER cfi 0 'TRANSFER SWITCH WITH I COMPANY TRANSFORMER 0 1 - MANUAL BYPASS - I (in -0 ISOLATION. LT . 1 . 1-1/2"C/ , GFI )1200A ) 200A 30A )20A 400A 200A 200A SPACE SPACE SPACE -CD s.... = Lc) CO I 3P I 3P I 3P 1 3P I I I cts cm n n TERMINAL NEUT. BUS I FULL LENGTH 1200 AMP BUS C.1 tr, .IMMO SINUMMENEM CABINET GROUND BUS = ,..... MAIN DISTRIBUTION SWITCHBOARD (MDP) CO ....0 (E12000) 480Y/277 VOLT, 3 PHASE, 4 WIRE Xi"' AVAILABLE FAULT DUTY 28,006A E - - • - - • - - • - - • - - • - - • - _ _ . _ . . . . . . . . . . . . . . . MAIN FLOOR E (2004) ATS 1 (1) 0 0 -., .... 0 (..) AVAILABLE FAULT (20104) , , DUTY. 24 145A Ct PANEL 0 0 • / MINIMUM OF THREE 20 FT. REBAR IN RECESSED 06 U.- 1--- t i 12004) 4LS1 _ r. • 01••••••■• M1 • SCEORNVECRRETE102FLOORING(MINIMUM OF 0 • 3/4" DIAMETER) I 100A•..\ i LT _I 3P .) • I ...j, I— NEW 200A., 4P PANEL PANEL . LIFE SAFETY AUTOMATIC TRANSFER SWITCH WITH T , T , SUPS1A , , SUPS1B • MANUAL BYPASS ISOLATION. (12004) (2004) 12004) (1003) (2004) (2004) (3003) (1004) (1000) ( 403 ) ( 403 ) ( 553 ) (2004) (1004) 11004 j 1-1TH4 iiilfre/Aci—{2004)— —1.2004 j-- 100% CONSTRUCTION I SPD F • , , • _ _ • _. _ • _ _. • SUPS-1 60 kW DOCUMENTS 1 HOUR BACK-UP 30A 200A 200A 110A 200A 200A 300A 100A 100A 40A 40A 60A 200A 100A 100A 100A ISPACE I 3P F ,,,N3P N3P N3P ,N3P .N3P N3P 3P • 3P • 3P N3P ,,N3P ,N3P .N3P 3P ONE-LINE DIAGRAM - I 200A,3P ) I.) I.) ..) I.) 1.) v.) ..) 1) .---) 6--) I) I) id) f 1) I III 403 )---•- ELECTRICAL • 1 I 1 1 1 1 . I 1 •I_ I 1 1 . 1 . 1 1 NEUT. BUS . I . I I 1 FULL LENGTH GROUND BUS 1200 AMP BUS 0 CRU-2 • --A L'• (N) SUB-DISTRIBUTION PANELBOARD (4SDP1)0 3P ?..I no= 790 (2004) (12004) (8004) 8004 1■1•■•■■••• • ■•■• ••■••••••••11 480Y/277 VOLT, 3 PHASE, 4 WIRE GI 403 }—c5 1 . I 800A AVAILABLE FAULT DUTY 27,361A pc/Aci PANEL PANEL MIK HU.S 1 I /Th 3P I-LINE STYLE PANEL 'FUPS1' 0 CRU-1 SUPS2A SUPS2B r_..... • *01•••••••■ 1■11•IMINM Gen••• ril•MINI • 0•1•1•••■••• ■INNNWP • OMMI•11■•• 1•■•■■■•• • 1••■•■ 11=1 ---48004) o i 48 kW, UPS -1 1 IceciAcl---{—}.-- - - -{—}-- NEM KS • 200A 1200A I 800A 800A --L1.- r--11004}-1 75 kVA ,FUTURE OM •4123A0 I ;3P i 3P I 1Z ;3F('-_) - I— — • — Ark GEN #2 480-208Y/120V,30,4W I-X-1E553)---c:5 FUTURE SUPS-2 FUTURE . Rams I E4.3 PANEL -1..74 ..-÷—..._ PANEL PANEL (E) TRANSFORMER T2A PANEL 500 KW 60 kW A Km cps-0412SA. • 1 1 ` i 1 FUPS1 2A2 2A 4A (E) 60A BUSSMANN (E) ELEVATOR 1 HOUR BACK-UP REFERENCE ONLY NEUT. BUS I FULL LENGTH 1200 AMP BUS I ).... 01`1" T T --(E 2 2 5 4) (E 1 0 0 3) POWER MODULE 1—. • —. -.7 NOT APPROVED \MR TIES PFIZMIT • • GROUND BUS ---(2004, .....CI- - • — — • —, — . — • 0•1 •••••••■• • 800A #3/0 BARE ,..-.0 _,.‘o ,..a PARALLELING SWITCHBOARD • AI I COPPER 480Y/277 VOLT, 3 PHASE, 4 WIRE 8004) I tTh 3P 0 1 GEN #1 1 AVAILABLE FAULT DUTY 10,000A 1 500 KW E4.3 COLI(j\ ( 304 ) ., 10'-0" PR0-.3., 2009-0364 MINIMUM OF THREE WATER • Ken Spencer GROUND 20 FT. REBAR IN L....- — • ...........I PIPE L. .L.SPD 0 • LOWER LEVEL INTERFACE RODS AT • CONCRETE FOOTING/ . _ _ . _ _ . _ _ . _ _ . _ _ . _ _ . _ _ . _ _ o. 20'-41"C/C / FOUNDATION (MINIMUM i :.,..$ ENGINEERING 1._ Allik .. 3/4" DIAMETER) ONE-LINE POWER DISTRIBUTION DIAGRAM - NEW 0 E4.3 BUILDING/ 0: ;, 708 SW Third Avenue wc) STEEL 480Y/277 VOLTS, 3 PHASE, 4 WIRE EPO1L02A.dwg if Suite 400 < r Portland,OR 97204 u) if TEL. 503.382.2266 1 k: rAx 503.382.2262 0 C; iwww.interfaceengineering.com cv gil 0 --- / FILE: 0364-E52.DWG - E5.2 I EDIT: 5/3/2010 11:24 AM BY KENS I PLOT: 5/3/2010 1:57 PM BY MATTHEW SHAW icy o PROFESS TECHNOLOGY SYMBOL LIST ,� �,GWNE. NOTES �' * This is a standard list and not all symbols and abbreviations may be used. GENERAL Tv-. 'p 9- 4 ed A. COMMUNICATIONS RACEWAYS, TRAYS, AND OUTLETS ARE SHOWN 11-E ' P TELECOMMUNICATIONS RACEWAYS REFERENCE SYMBOLS ABBREVIATIONS COM' DIAGRAMMATICALLY. LOCATIONS ARE APPROXIMATE UNLESS SPECIFICALLY 'f�� y 3,�g��G�, STANDARD COMBINATION TELE/DATA OUTLET WITH 1" C. AND PULLSTRING TO DIMENSIONED. FIELD COORDINATE ALL WORK WITH OTHER TRADES. OH W,SPA V / mA MILLIAMPERES B. CONSTRUCTION DETAILS SHOW TYPICAL INSTALLATION UON AND APPLY TO ALL ACCESSIBLE CEILING SPACE. SEE DETAILS AND SPECIFICATIONS FOR CABLING. ——-T--- TELECOM RACEWAY O1 KEYED NOTES MA MANUAL-AUTO COMMUNICATIONS WORK INCLUDED IN THE SUMMARY OF WORK FOR THIS EXPIRES: 06/30/10 7A COMBINATION TELE/DATA OUTLET ABOVE COUNTER WITH 1" C. AND CONDUIT AND CONDUCTORS ABOVE GRADE MAW MASTER ANTENNA TELEVISION PACKAGE EVEN THOUGH NOT SPECIFICALLY REFERENCED ON THE PLAN PULLSTRING TO ACCESSIBLE CEILING SPACE. SEE DETAILS AND Ai MDB MAIN DISTRIBUTION BOARD DRAWINGS. SPECIFICATIONS FOR CABLING. - - CONDUIT AND CONDUCTORS BELOW GRADE OR SLAB DETAIL NUMBER AND SHEET LOCATION MDP MAIN DISTRIBUTION PANEL MDU MULTI-DWELLING UNIT C. THE TECHNOLOGY DRAWINGS ARE PART OF A LARGER SET OF DRAWINGS ® FLUSH FLOOR COMBINATION COMMUNICATIONS OUTLET. -0 CONDUIT DOWN MER MAIN EQUIPMENT ROOM WHICH, WHEN COMPLETE, CONSISTS OF DRAWINGS LISTED BY THE "INDEX OF • MATCH STANDARD OUTLET FOR CABLING REQUIREMENTS. A MH MAINTENANCE HOLE DRAWINGS." PARTIAL SETS OF DRAWINGS NOT INCLUSIVE OF ALL DISCIPLINES w 0 CONDUIT UP SECTION NUMBER AND SHEET LOCATION MHz MEGAHERTZ ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED. FLUSH CEILING MOUNTED WIRELESS OUTLET LOCATION. XXX MISC MISCELLANEOUS INSTALL (2)CAT5E CABLES TO TELECOM ROOM. CONDUIT SLEEVE MOCP MAXIMUM OVERCURRENT PROTECTION D. INSTALL PULLSTRINGS IN ALL CONDUITS AT THE TIME OF CONDUIT AND CABLE ABBREVIATIONS MOD MODULE INSTALLATION. PQ FLUSH POKE-THRU WITH POWER RECEPTACLES AND PATHWAY FOR ) CONDUIT WIRING CONTINUATION MSB MAIN SWITCHBOARD E. COORDINATE ALL DOOR ACCESS CONTROL FUNCTIONS WITH ADA DOOR FURNITURE CABLING TO WORKSTATION LOCATIONS. ( / AFC ABOVE FINISHED CEILING MT,MTD MOUNT, MOUNTED ACTUATOR FUNCTION SUCH THAT DOOR MOTOR WILL NOT OPERATE WITHOUT i GROUNDING POINT AFF ABOVE FINISHED FLOOR MUTOA MULTI-USER TELECOMMUNICATIONS OUTLET ASSEMBLY PRIOR VALID CARD READ DURING SECURE MODE OPERATION. RFBQ FLUSH BOX WITH POWER AND DATA RECEPTACLES FOR SYSTEM ACCESS II-' AHJ AUTHORITY HAVING JURISDICTION IN MULTIPURPOSE ROOM. BOXES SHALL BE WIREMOLD RFB4, STAMPED ANMW GEL-FILLED UNDERGROUND CABLE N NEW STEEL SERIES WITH TWO 1-1/4" KNOCKOUTS ON BOTTOM OF HOUSING. FLEXIBLE CONDUIT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE N/A NOT APPLICABLE PROVIDE FLANGED COVER ASSEMBLY WITH INSERT FOR INSTALLATION OF ['DTA AO ANALOG OUTPUT NA NON AUTOMATIC P E C K CARPET. COORDINATE FINISH WITH ARCHITECT. PROVIDE METAL FRAMING, PULL BOX ARF ABOVE RAISED FLOOR NC NORMALLY CLOSED SMILE Y AS REQUIRED, TO SUPPORT ENCLOSURE FROM BOTTOM OF FLOOR ARMM AIR-FILLED UTP RISER CABLE NEC NATIONAL ELECTRIC CODE ASSEMBLY METAL PAN. PROVIDE TWO 15 AMP, 120 VOLT DUPLEX 8 TELEPHONE/DATA POWER POLE AWG AMERICAN WIRE GAUGE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION E T T L I N RECEPTACLES AND ASSOCIATED DATA RECEPTACLES IN EACH ENCLOSURE. NESC NATIONAL ELECTRIC SAFETY CODE I—.-----i TELEPHONE BACKBOARD B BLUE NEXT NEAR END CROSS TALK architects BAS BUILDING AUTOMATION SYSTEM NO NORMALLY OPEN S TELEVISION OUTLET WITH 1" C. AND PULLSTRING TO ACCESSIBLE EZZZZ=ZZ22 SURFACE RACEWAY BC BARE COPPER NTS NOT TO SCALE CEILING SPACE. (2) RG-6 AND (1) CAT5E TO TELECOM ROOM 4-1Ell314 CABLE RUNWAY, WIDTH AS INDICATED C. CONDUIT 0 OPEN 3/4" PLYWOOD MOUNTED FROM FLOOR TO CEILING. COAT CA CABLE OC ON CENTER 4412 SW CORBETT AVE. _ CAT CATEGORY WITH FIRE RESISTANT GREY PAINT. WIRE BASKET TYPE CABLE TRAY, WIDTH AS INDICATED OCA OPEN-CLOSE-AUTO PORTLAND,OREGON 97239 CAN COMMUNITY ACCESS TELEVISION OFCI OWNER FURNISHED CONTRACTOR INSTALLED PHONE:(503)248-9170 o ° CC CONTROL CABLE OF01 OWNER FURNISHED, OWNER INSTALLED FAX:(503)248-0223 19" BLACK 2-POST EQUIPMENT RACK-CPI #55053-703 TTC TELEPHONE CABINET FOR TEMPORARY SERVICES CCTV CLOSED CIRCUIT TELEVISION OFNP OPTICAL FIBER NONCONDUCTIVE PLENUM # Q CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED OFNR OPTICAL FIBER NONCONDUCTIVE RISER o TELECOMMUNICATIONS MAINTENANCE HOLE CFOI CONTRACTOR FURNISHED OWNER INSTALLED 0 CLG CEILING OL OVERLOAD DEVICE OS OCCUPANCY SENSOR 6" BLACK VERTICAL WIRE MANAGEMENT-CPI #30095-703 0 TELEPHONE UTILITY POLE COAX COAXIAL OSP OUTSIDE PLANT COORD COORDINATE $ SURFACE MOUNTED SPEAKER (-0 TELEPHONE UTILITY POLE WITH GUY WIRE CP CONSOLIDATION POINT PB PULL CR COMPUTER ROOM PBX PRIVATE BRANCH EXCHANGE S"'"' t RECESSED WALL MOUNTED SPEAKER EIE HANDHOLE WITH ID NUMBER PH PHASE CU dB$-" TELECOMMUNICATIONS VAULT DIA DIAMETER C PLC PROGRAMMABLE LOGIC CONTROLLER '�� L SURFACE WALL MOUNTED HORN SPEAKER DIM DIMNSION PNL PANEL E RECESSED CEILING SPEAKER BACKBOX. WITH DIV DIVISION POE POWER OVER ETHERNET (� �. POT POTENTIOMETER CEILING MOUNTING RAIL, WHERE APPLICABLE. EQUIPMENT DN DOWN PR PAIR (...) SPEAKER VOLUME CONTROL. 4 SQUARE BOX WITH SINGLE GANG D DR PTT PUSH TO TEST DWW G DRAWING PTZ PAN, TILT, ZOOM 0V MUD RING. 3/4" C. STUBBED TO ACCESSIBLE CEILING SPACE. MAJOR EQUIPMENT, CABINETS OR PANELS PVC POLYVINYL CHLORIDE E LOCATE ADJACENT TO LIGHT SWITCH. E EXISTING EACH MICROPHONE JACK ° ° EF ENTRANCE FACILITY QT' QUANTITY -- 2-POST EQUIPMENT RACK EIA ELECTRONIC INDUSTRIES ALLIANCE RGA REMOTE GENERATOR ANNUNCIATOR R RISER EL ELEVATION RF RADIO FREQUENCY FACP FIRE ALARM CONTROL PANEL EMT ELEC. METALLIC TUBING RFI REQUEST FOR INFORMATION a) ' .,..� ....,�� , ENT ELEC. NON-METALLIC TUBING RGB RED, GREEN, BLUE cl_ (1) FAA FIRE ALARM ANNUNCIATOR PANEL ° W�° ° ESD ELECTROSTATIC DISCHARGE RM ROOM REQD REQUIRED Q C� 4-POST EQUIPMENT RACK F FUTURE FA FIRE ALARM SATV SATELLITE TELEVISION CO N SECURITY-PATHWAY ONLY ' ` ""' '"' ' ' ° FACP FIRE ALARM CONTROL PANEL SC FIBER OPTIC CONNECTOR N FBO FURNISHED BY OTHERS SCP SECURITY CONTROL PANEL a) ..fi• N--CID IlEi DOUBLE-SIDED VERTICAL WIRE MANAGEMENT FDDI FIBER DISTRIBUTED DATA INTERFACE SCTP SCREENED TWISTED PAIR C-3)WALL MOUNTED ACCESS CONTROL CARD READER LOCATION. SINGLE FDU FIBER OPTIC DISTRIBUTION UNIT SFF SMALL FORM FACTOR E O FF FINISH FLOOR .—( ) ct GANG WALL BOX WITH 1" CONDUIT TO ACCESSIBLE CEILING SPACE. FMS FACILITY MANAGEMENT SYSTEMS SHT SHEET E3 SINGLE-SIDED VERTICAL WIRE MANAGEMENT FO FIBER OPTIC SIM SIMILAR 0 FT FOOT, FEET SPKR SPEAKER � SS SURGE SUPPRESSOR co - ® DOOR POSITION SWITCH/CONTACT. PATHWAY IN DOOR FRAME AND 1/2" FIT' FOILED TWISTED PAIR ST FIBER OPTIC CONNECTOR CONDUIT TO ACCESSIBLE SPACE. STD STANDARD (1) ., G GROUND SVGA SUPER VIDEO GRAPHICS ARRAY s"' Q ELECTRIC LATCH/STRIKE LOCATION. PATHWAY THROUGH DOOR FRAME GE GROUNDING EQUALIZER E CtS AND 3 4" CONDUIT TO ACCESSIBLE SPACE. GFI GROUND FAULT INTERRUPTER TB TERMINAL BLOCK CU C) / GPS GLOBAL POSITIONING SYSTEM TBB TELECOMMUNICATIONS BONDING BACKBONE ; Ps J-BOX CONTAINING POWER SUPPLY FOR DOOR HARDWARE. TBD TO BE DETERMINED C HC HORIZONTAL CROSS CONNECT TE TELECOMMUNICATIONS ENCLOSURE 7:3 cy) F- HDMI HIGH DEFINITION MULTIMEDIA INTERFACE TGB TELECOMMUNICATIONS GROUNDING BUS BAR REX REQUEST TO EXIT DEVICE. 1/2" CONDUIT TO ACCESSIBLE SPACE. HH HANDHOLE TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION CO HT HEIGHT TMGB TELECOMMUNICATIONS MAIN GROUNDING BUS BAR E V' E SECURITY CONTROL PANEL TP TRANSITION POINT /0 NPUT/OUTPUT TR TELECOMMUNICATIONS ROOM E NTERLOCK TTB TELEPHONE TERMINAL BOARD C NTERMEDIATE CROSS CONNECT TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR Q D DENTIFICATION TYP TYPICAL DF NTERMEDIATE DISTRIBUTION FRAME C....) EEE NSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS UL UNDERWRITERS LABORATORIES, INC. n/ G SOLATED GROUND UON UNLESS OTHERWISE NOTED MC NTERMEDIATE METAL CONDUIT UPS UNINTERRUPTIBLE POWER SUPPLY CeS N NCH, INCHES UTP UNSHIELDED TWISTED PAIR NST NSTANTANEOUS SO NTERNATIONAL ORGANIZATION FOR STANDARDIZATION V VOLT >, SR NTRINSICALLY SAFE RELAY VGA VIDEO GRAPHICS ARRAY T NFORMATION TECHNOLOGIES VAV VARIABLE AIR VOLUME BOX I-- TS NFORMATION TRANSPORT SYSTEM VFD VARIABLE FREQUENCY DRIVE VLV VALVE KV KILOVOLT VRFY VERIFY KVA KILOVOLT AMPERES KW KILOWATT W/ WITH 100% CONSTRUCTION LAN LOCAL AREA NETWORK W/O WITHOUT LC FIBER OPTIC CONNECTOR WAO WORK AREA OUTLET DOCUMENTS LED LIGHT EMITTING DIODE WAN WIDE AREA NETWORK LNC LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT WAP WIRELESS ACCESS POINT COVER SHEET - LOS LOCK OFF STOP OR LOCK-OUT STOP PUSH BUTTON WI-Fl WIRELESS FIDELITY WEATHERPROOF SHEET INDEX LV LOW VOLTAGE TECHNOLOGY TO.1 COVER SHEET - TECHNOLOGY T2.1 FIRST FLOOR PLAN - TECHNOLOGY T2.2 T2.2 SECOND FLOOR PLAN - TECHNOLOGY T2.3 THIRD FLOOR PLAN - TECHNOLOGY MK MIUS T3.1 ENLARGED PLANS - TECHNOLOGY MOM KS T4.1 DETAILS - TECHNOLOGY NS &MAO T4.2 DETAILS - TECHNOLOGY T5.1 RISER DIAGRAMS - TECHNOLOGY 'REFERENCE � -� A 1000�8� � NOT APPROVED WITH THIS }E s 1 { F.: r f 2009-0364 §: e! INTERFACE H 0 ENGINEERING I- :: 708 SW Third Avenue ce `` Suite 400 • 1 w Portland,OR 97204 a TEL 503.382.2266 0 rAx 503.382.2262 0 r www.interfaceengineering.com N ;s FILE: 0364-T01.DWG - TO.1 I EDIT: 4/27/2010 12:14 PM BY KENS I PLOT: 5/3/2010 1:57 PM BY MATTHEW SHAW <,\.- PROFESS OSHEET KEYNOTES , :P'. 1 12" WIRE BASKET CABLE TRAY - INSTALL ABOVE 9 PROVIDE TWO 2-INCH CONDUITS STUBBED 15 PROVIDE ALL REQUIRED INTERCONNECTING LOW V 04, DROP CEILING TILE. COORDINATE WITH OTHER BETWEEN LOCATIONS SHOWN, FOR A/V VOLTAGE CABLING BETWEEN ALL MECCO SHADE J TRADES. EQUIPMENT CABLING. COORDINATE TERMINATION COMPONENTS. SEE ARCHITECTURAL SPECIFICATION le Y13,'1 4,- LOCATIONS WITH OWNER AND A/V EQUIPMENT FOR ADDITIONAL INFORMATION. CONTACT AT F/H W.SQL 2 INSTALL WIRE BASKET CABLE TRAY IN DATA SUPPLIER. MECCO SHADE IS GUIDO MURDIC (415.595.2713). CENTER AT SAME LEVEL AS TRAY IN CORRIDOR. EXPIRES: 06/30/10 10 PROVIDE ONE 2-INCH CONDUITS STUBBED 16 PROVIDE DATA RECEPTACLE IN CONFERENCE ' 3 (4)4" CONDUIT SLEEVES TO IDF ON LEVEL ABOVE. BETWEEN LOCATIONS SHOWN, FOR A/V TABLE. COORDINATE REQUIREMENTS WITH OWNER, 4 SEE SHEET AV1.1 FOR ADDITIONAL INFORMATION. EQUIPMENT CABLING. COORDINATE TERMINATION ARCHITECT, AND TABLE SUPPLIER. LOCATIONS WITH OWNER AND A/V EQUIPMENT 17 INSTALL EXTERIOR WEATHERPROOF OUTLET ON 5 PROVIDE SINGLE GANG MUD RING AT +56" AFF SUPPLIER. ADJACENT TO POWER AND DATA RECEPTACLES. WALL AT 48" AFF. COORDINATE LOCATION WITH PROVIDE ONE 1-1/4" CONDUIT STUBBED FROM 11 PROVIDE THREE 3-INCH CONDUITS STUBBED ARCHITECT PRIOR TO INSTALLATION. JUST BELOW THE MUD RING TO CEILING SPACE BETWEEN LOCATIONS SHOWN, FOR A/V OF FLOOR BELOW (FOR USE BY A/V EQUIPMENT CABLING. COORDINATE TERMINATION INTEGRATOR). PROVIDE ONE 1-1/4" CONDUIT LOCATIONS WITH OWNER AND A/V EQUIPMENT 0 STUBBED FROM JUST ABOVE MUD RING TO SUPPLIER. CEILING SPACE ABOVE. 12 PROVIDE TWO 4-INCH CONDUITS STUBBED 6 PROVIDE 1-1/4" CONDUIT STUB THROUGH FLOOR BETWEEN LOCATIONS SHOWN, FOR A/V (TO INTERCONNECT CEILING SPACE BELOW AND EQUIPMENT CABLING. COORDINATE TERMINATION CONFERENCE ROOM TABLE LEG). EXTEND CONDUIT LOCATIONS WITH OWNER AND A/V EQUIPMENT 1" BEYOND SURFACE IN EACH DIRECTION. SUPPLIER. P E C K COORDINATE CORE DRILL AND CONDUIT LOCATION 13 PROVIDE FOUR 4-INCH CONDUITS STUBBED SMILEY WITH OWNER, ARCHITECT, AND A/V INTEGRATOR. BETWEEN LOCATIONS SHOWN, FOR A/V 7 PROVIDE SINGLE GANG MUD RING AT +80" AFF EQUIPMENT CABLING. COORDINATE TERMINATION E T T L I N ADJACENT TO POWER AND DATA RECEPTACLES. LOCATIONS WITH OWNER AND A/V EQUIPMENT PROVIDE ONE 1-1/4" CONDUIT STUBBED FROM SUPPLIER. architects JUST BELOW THE MUD RING TO 3' AFF (IN WALL 14 INSTALL DOUBLE GANG J-BOX WITH CAVITY). CONDUIT FOR FUTURE USE BY A/V WEATHERPROOF COVER AND 1" CONDUIT INTO INTEGRATOR. THE RECEIVING AREA SPACE - FOR FUTURE ALERT MECHANISM. 4412 SW CORBETT AVE. 8 INSTALL EXTERIOR WEATHERPROOF OUTLET ON PORTLAND,OREGON 97239 WALL AT 48" AFF. COORDINATE LOCATION WITH PHONE:(503)248-9170 ARCHITECT PRIOR TO INSTALLATION. FAX:(503)248-0223 ` r '-~ `` 4 '' :'L ! M y +" / i E . au , C.) 0 0 . E 1 ! N ! / .`.,.,p..'. u ii.:1 i , . 7--------1 -::-::::::-:;:-:;;-:::":::" -Mt----""--2-'-'.:""'7.---'4-:::77.7:;:-.24;:=7±7-77:77;*-m-r:==---..=_..:=--,==f-----+-- ----'' _-.,:"--------,----,- _-:-.7--;:.---,-,.--.=.-;,------- r-----':----- -.--- - i "1 3 _„„„______________.+_ » tim :T 0 , , , ' ~ ' E / . " 71"•••••-••,; —A- A 7-41 — -tir ' . ,.. .. :..- :, - - , . . , . • •, #. •S} v h #i 11/10 : ,' # y,. ': i: ' I` F:,:rL '0 €IV:E D 1"N ,€ .:€€2 } : i ,, E i - -n t'„,./7 !:, 'L.,:, 1 ,,,, ;.,,, e , . .'' .. ,„„1 _.,___, --„ ,:.,..ii:.i' L__ 11 L_____....____:! !! ; i .-1,;'Ii.-,?.W:;,-4.;.t. ..,..,•::,''''''..-.----'''. ---,. L.__ 4,, ,; -,.- . T . . . 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TECHNOLOGY , 1_ eTyp. ' j ' �b ,� ; AMOS A boo cos-gwanD REFERENCE ONLY :NOT APPROVED WITH THIS PERMIT 1 FIRST FLOOR PLAN — TECHNOLOGY }, . 0 T 0 4' 8' 16' 9 P Rai F c T 2009-0364 ...',ONTACT Ken Spencer . NM >n SCALE: 1/8"=1'-0" INTERFACE 0 v ENGINEERING ' _ • ',,:{ 708 SW Third Avenue tt Suite 400 u3 - Portland,OR 97204 c � r:$ 1EL 503.382.2266 {i FAX 503.382.2262 1 0 k :••`L www.interfaceengineering.com N :r j co FILE: 0364-T21.DWG - T2.1 I EDIT: 5/3/2010 11:22 AM BY KENS I PLOT: 5/3/2010 1:57 PM BY MATTHEW SHAW �cRtiD N OFFSSi OSHEET KEYNOTES ;1. �,,�=P�� ,, , „„______„ 7 _,.., ,..., V. : :,,,,,,,} =::.8 J 1 12" LADDER RACK MOUNTED AT 6" ABOVE E �' CABINET HEIGHT F i £ 2 28"W X 50"D X 84"H CABINET WITH FrH W.Spy I _ VERTICAL EXHAUST DUCT AND INTERNAL EXPIRES: 06/30/10 CABLE MANAGEMENT. MOUNT TO ISO BASE PLATFORMS .asm.,:?•':,'x:•',:; ,: ::doom 'wry# {:: !''.V �S}�S?'v::•:::}::�,n}t.rt:Yx.:.; f{{{r:{r:,r:kf,.,+,f•,`+,+r'Lr:}{�.: .EE_:_`.E;.;:_ 3 RAISED FLOOR PA i i tRN SHOWN FOR DI f ,.v . �. __.�._...-, _w ��__ ..� ____ 1 ]_ � / 4...--; ,'" L. .�_f, i REFERENCE i is - ;; 1 _—. ' # ''' -- = 4 VERTICAL EXHAUST DUCT LOCATION r iii ' - �x _------.. .._ E I 5 RACK IN SPACE (1) WILL BE USED AS THE 3 � �,r t i, r �_ FIRST FLOOR ID } .r r : IIIIIHIIIHflHI !!IHIflIHH1IHIIIIIflII5HlIIHIHHHH' 6 LOCATION AND LAYOUT FOR FUTURE i .r:"' wwr f ��•• k E Y LI— : „. : �? B 1 1 ” .,1--- For i 1111111 010 Esil ., 3 3' 1 v .�; TYP -f �:.{ ....-01,.._ '' "' ` €' s 1 7 CABLE TRAY ABOVE CEILING FOR 1 �' € i {3 ':=}0 G,,r>'� HORIZONTAL DISTRIBUTION OF CABLING FROM E- ___ __ t 1. f / is I �° , I ��,� i'= € f IDF TO FLOOR OUTLETS 1 Mt •, ,` ........ ,-,i —I ' '�t €E ►�� S ' 8 CONDUIT SLEEVES ABOVE CEILING TO RISER P E C K ii I I • �.. w..u,..,,.,., " w, IE I� ,;Eti PATHWAY TO FLOORS ABOVE iE V. SMILEY i /` t 11 ;k D N.\t 3 E / .i ( � € tk € € 0: _1 i,.' f £ 9 RISER PATHWAY/SLEEVES ABOVE CEILING ON BIN'I I _ ____.._ __ ''` + _ _ E T T L I N f r• : $ FIRST FLOOR BETWEEN ALL FLOORS •\:....-...' . r, ..v.»...v „ E E�,: / i �i ,E .>.. :, I PROVIDE FOUR 3-INCH CONDUIT SLEEVES. w R .� r – �� R € m............ l = fi: architects �' ?` r::. ..r.....,... •�:f., / , �+ 10 PROVIDE TWO 4–INCH RACEWAY CONDUIT k 3_ i .E ` SLEEVES TO INTERCONNECT UPS/IDF ROOM c'' t•:::ii k .: +�` 3f 1•' 0 i ' `1.911 ,:.,, fry....€.._. u. AND ADJACENT HALLWAY. LOCATE SLEEVES j 1 I 7 E 3 I .'1 ,''' A i ` ` .,r _..__T. ABOVE CABLE TRAYS. f f 44I 2 SW CORBETT AVE. 11 2 1 ,,__�_,,_�, PORTLAND,OREGON _ --��---, �---�w` ,.,. � �� ,/ '-� � € LOCATION FOR NEW PROTECTOR - --—— —--------- .,: EGON 9 PORTIA 7 E I i `:. PHONE:(503)248-9170 I„'11iI ,1,l'11�111l1"i,1'�,,,l„'l1,1l1'1I1'IlI1ll„1 `— �' ; BLOCKS/SPLICE AREA INCOMING CABLING. FAX:(503)248-0223 0000 i ii t �rl �YS''\ •� W _ ��- _�_.��,_- .4_._.____ ..«,.,..,.v-, . �W_._____� .w�_ ..._ _____.. _ ... .W-_..._._,. Y_____ ,-.•W.___.�..w�..,..__._ .W_� •.•' •. _... .___.___ ......._•.��4 _.._._� _____�.Y.w.__,..._.,..•..-._.,_.__.. '"_'_' _. ----___•. _._Tr- t }:rn...d..YUi •' ---+.-• t _..,,,..-�,._- ..,_- 1- •__..__-....-..-,_ �.........................TIJY is ±��.______ -�f-- i :M v:t..i,. ... Z F- t S !' J : : 0 .; : .tip• .. .... f 11 4 € r IIIE 0 1....... I ID E r_. •l p 1€ k CD R t E r,, ,, ,. ,• ,, I € _ ,.. --,„-- ,•E t 3. r?7 1______ _..__ _.._.. .F _i--_'^_`+" •3 ? € tkt 5 '.#}}. _'_"_•___. .....____._• SS,• `'r,:• S;x',,:03';hk+,'�•o ...: :. .{% . ;'� %; j. CD S 1 •`'sr.. t''''L.ss/•' �•T O:. '�.:::'Y Ey:.{'V, / f--,----t---- r} k ,- ,' 3 TYPICAL TELECOM ROOM ENLARGED PLAN (...)___- <s•� / !,:.,ti*'t l f _,7„,....! / /- , t \/ ,•x-L.Jj : 0 1' 2' 4' } : :' 0 a , >y A r''v 1 Nei iimiitiimiiiiIiiiilli R_ 0 ?-1 lr, ,/ • CZ , r..:• r -• � _ _j -y- ,',.: . Y 4a � } t}1 ry +� .,t �- ,,-- ca. 0 i , __, •, .1. ,._. ,„ 0 > . , • ,, / , ” I; < N} .._ f /� NI Y • L , 1 3 1 K s—.3.3. : i cI i '' ...c€� t" t� / W " _ _ _ _ . _ _W_ • / 11f 11 s ` €L. t E� `x. ;:;: :. C.: ii.. - -Lu } :A,,.: E WALL -— € \ I ,._..._......„ • . I, .• , . ,, . t 3 E o , / \ W, ,.n \ , \ , , / _,.. ....• , , , ,...„ : [ (/) I t, g . O)mm (4 E' •— 1 DATA CENTER/MDF ENLAR GED PLAN -1:3 cam► F.--0 2' 4' 8' E SCALE: 1 1'-0" E 0 0 E . 1 0 ØTYP C) _ KEYNOTES THIS DETAIL f'.: ____..„=„.„_„:„...„__,==___ ,.__ _ _=______=„., __ _ ___. _ __:___ , D: EM O ' k,ii.,.i1... \s,:'; , ' P ` ' 1 12" OVERHEAD LADDER RACK 0 0 0 2 28"W X 50"D X 84"H CABINET WITH VERTICAL EXHAUST 0 I DUCT AND INTERNAL CABLE MANAGEMENT. MOUNT TO 4 >„ ' .... . ..... ...iv ISO–BASE PLATFORMS F"-- . –;r - it.., • : �. 11111 3 4 3" ISO–BASE PLATFORM NOT USED 4 TYPICAL TELECOM RACK LAYOUT 5 OWNER PROVIDED AND INSTALLED SWITCH IN EACH 0 1' 2' 4' 0 CABINET WITH PATCH CORD TO CENTRAL SWITCH CABINET 100% CONSTRUCTION .5 ! 6 CABLE 'WATERFALL' STRAIN RELIEF SCALE: 1/2"=1'-0" DOCUMENTS 7 VERTICAL EXHAUST DUCT LOCATION ENLARGED 01 ❑ i D ❑ © PLANS - Equipment Schedule TECHNOLOGY Equipment ID Manufacturer Part Number Description & NW 1 Chatsworth 46353-703 19" Wide x 84" High Equipment Rack, UL Listed, Black Finish 2 Chatsworth 30162-703 6" Wide x 84" High Double Sided Vertical Cable Manager, CCS, Black Finish o ' 0 3 Chatsworth 11275-712 UL Classified 12" Cable Runway aims KS . 4 Chatsworth 10595-712 3" Channel Rack–to–Runway Mounting Plate C1 C2 C3 C4 5 Chatsworth 12394-701 Rack Radius Drop REFERENCE ONLY DAS 04/ 0 -- – .�--:, _. � 7 NOT USED NOT PERMIT F DIMINCNII . NOT USED R.€ ', ; € 8 1U Fiber patch panel enclosure 9 48–port category 6 patch panel PROJECT 2009-0364 SAMPLE CABINET LAYOUT WITH WORKSAFE �:o>NTAC,;. Ken Spencer ' co EQUIPMENT SCHEDULE BA E AND NO SCALE SO DIRECT RETURN AIR CHASE TO PLENUM ENGINEERING �_ 1' 2' 4' k. _ 0 1 2 4 • 708 SW Third Avenue 0 �_ Suite 400 Q som " , „ :{ Portland,OR 97204 ilj! SCALE: 1/2"=1 –0 1 TEL 503.382.2266 S " 503.382.2262 1 .. www.interfaceengineering.com FILE: 0364–T31.DWG – T3.1 I EDIT: 4/22/2010 8:36 AM BY MATTS I PLOT: 5/3/2010 1:58 PM BY MATTHEW SHAW _.. CI ��RtiD PROFESS 4�'b ��GiN ` % 2 TELECOM TYPE r•. ed ....ten_, CABLE RUNWAY TELECOM TYPE "J"-BOLTS INCULDED -E ��`� CABLE RUNWAY WITH KIT CABLE RUNWAY 1�`�`/1 Y13'19 64,:� JUNCTION SPLICE KIT /' 'fro- W.SpF' B-LINE #SB-2101-A CABLE RUNWAY //---- B-LINE WALL ANGLE KIT (�7 OR EQUIVALENT � �� #SB-2113-12 EXPIRES: 06/30/10 " BUTT-SPLICE KIT OR #SB-2113-18 �E 6 RETAINING POST. 3" MAX FROM JUNCTION. /111 B-LINE IV'--:i 0.) ,41110'. #SB-2107-2 Ikr'-z4.4% / '� • • c 3/8"x 16 HEX NUT OR EQUIVALENT o � � I 4401." Q . i "/.jk, ' o r► 3 8 SPLIT LOCK WASHER " ( 3/8 FENDER WASHER -.��a I • 8 TINNED o COPPER BRAID 8" TINNED COPPER BRAID GROUND STRAP. 3/8" x 1 fix3 1/2" STUD � CLI #12061-001 4 �� QTY AS REQ'D FOR CABLE OROEQUIVA ENT. CPI #12061-001 OR EQUIVALENT. ( EXITS FROM CABLE RUNWAY. LEAD ANCHOR CABLE RUNWAY—TO—WALL CABLE RUNWAY "T" DETAIL CABLE RUNWAY "T" DETAIL CABLE RUNWAY END—TO—WALL BRACKET DETAIL SIDE SUPPORT DETAIL CABLE RUNWAY RADIUS DROP P E C K CABLE RUNWAY—TO—FLOOR DETAIL SMILE Y 1 LADDER RACK MOUNTING DETAILS E T T L I N NO SCALE architects 4412 SW CORBETT AVE. FT HWDE (1/4" CARRIAGE BOLT) PORTLAND,OREGON 997239 3/8" FT HWDE (1/4" CARRIAGE BOLT) FAX:(503)248-0223 THREADED `' ROD 7#8 OR 1/4 SMOOTH ROD #12 WIRE ATTACHED TO TOP WASHER TOP WASHER ATTACHED TO STRUCTURE STRUCTURE 3/8"-16 1 3/8" THREADED ROD SPRING SPLICE � - HEX NUT t,� .. CADDY CABLECAT CLIP CADDY CABLECAT CLIP (1844) �' 3/8"-16 HEX NUT (1844) NUMBER CAT324Z34 NUMBER CAT324Z34 -4°402 ,.---4::;:P/-' -' CCTV CABLE FROM CABLE CCTV CABLE FROM CABLE / " a) TRAY TO CAMERA LOCATION TRAY TO CAMERA LOCATION MAX 18" FROM STRUCTURE i ~� ��/ `SPRING SPLICE �' ►► NS ' \- � !INSTALLATION TOOL / P & BOTOM S�� m; !F :n HWDE ( /4" RE CENTER HANGER l , � LT & NT),,� ATTACH WIRE TO TO CENTER OF CABLES �)� FT HWDE " 0 " 3/8 -16 HEX NUT (1844) •-- * USE THIS MOUNTING DETAIL IF MORE CEILING GRID FT HWDE (1/4" NUT) (1/4 NUT) :J,,, THAN (3) 1" CABLES OR CABLE CU BUNDLES ARE TO BE SUPPORTED. s'—' SPLICE DETAIL CENTER HANGING DETAIL T-DETAIL 0 ca_ a) 0 > cit, � N 2 CABLE HANGING DETAIL N 3 CABLE SUPPORT DETAIL 4 BASKET TRAY DETAILS co NO SCALE NO SCALE NO SCALE CD '4"'0 I1 = o Ct � o c OR-40300547 OR-403STJ1WP 73 CD "V .,\ OR-40300545 1' 0 3/4 CO 1.0 CD CD It •_..., ORTRONICS (� ORTRONICS CATSE ORTRONICS % - o Z.3 CABLETRAY SUPPORT F CONNECTOR CATV _ _ _ • , Q}R-63700006 DATA #TJ5E00 43 DATA #TJ5E o C"''"''�,,,, r' UNDERFLOOR ORANGE _ = BLACK �,,,,,, • STANCHION CLAMP ' / , /f '�� f //' o 'C� 16 0 0 E e) � TOP WASHER ORTRONICS �� p o BLANK BLANK E ORTRONICS CATSE ik. F-CONNECTOR CATV INSERT-MATCH INSERT-MATCH • p � p p p 0 1 DATA-#TJ5E00-43 p #OR-63700006 FACEPLATE COLOR FACEPLATE COLOR - - p 0 .000 404,4!, Q ORANGE � ii; • p,,�0 C.) �� Imo' FT HWDE (1/4" CARRIAGE BOLT) ORTRONICS CAT5E VIDEO I 0 ., (�,� 1 1 8p ,/;, OVER IP TJ5E00-22 �/ / Ct ��,,► # ORTRONICS CATSE BLANK Q PINK _ _ DATA-#TJ5E00 26 INSERT MATCH gie 4 re,„,,,,ii,i•-'e. LIGHT BLUE FACEPLATE COLOR 1 2 OR 3 HOLE 06 o = CONFIGURATION \ %6„--,-e!"-- J ,. RAISED FLOOR STANCHION i >1- COPPER GROUND BAR, 1/4" X 4" X 20", HOLE CENTERS TO MATCH FT HWDE 17211 [75 i [ NEMA DOUBLE LUG CONFIGURATION (1/4" NUT) '-../ - 2- INSULATORS (9) (CIDD 3- 5/8" LOCKWASHERS 4- WALL MOUNTING BRACKET II 5- 5/8-11 X 1" H.H.C.S.BOLTS 6- BOND 3/0 BARE COPPER GROUND CONDUCTOR TO BUILDING STEEL 100% CONSTRUCTION 5 UNDERFLOOR CABLETRAY SUPPORT DETAIL TV LOCATIONS STANDARD WALL OUTLET STANDARD WALL PHONE OUTLET CPI, ERICO/CADWELD, SQUARE D OR APPROVED SUBSTITUTE DOCUMENTS NO SCALE 6 SAMPLE TELECOM OUTLETS 7 GROUND BUS BAR DETAIL DETAILS- NO SCALE NO SCALE TECHNOLOGIES X10 011114 DETAILS =am KS OAS 03110 REFERENCE IIIMIIM NOT APPROVED WITH THIS PERMIT Qi Cp'8•01120110 :; F{. ).J <; 2009-0364 >> ;::::3`,, ` Ken Spencer ?$ INTERFACE {•� ENGINEERING w 1— � k. 708 SW Third Avenue tX ::: Suite 400 • Q r Portland,OR 97204 a Y TEL 503.382.2266 ,:),_ 503.382.2262 0 Fp www.interfaceengineering.com p % \ ��Ep P R oFFss eon ,�GINF • /3 �J 44'. ;ID'. r 4,0,--4, ,ied E .'i1 POWER SUPPLY IN IDF ]TO EMERGENCY PANEL �� Y13,10 0' (-4,-ROOM FOR ELECTRIC N W.SPA DOOR LATCH. CONNECT COMPLETE TO EMERGENCY n n n n CIRCUIT. VERIFY VOLTAGE. EsTEI-1,cirOTFIEX-IT EXPIRES: 06/30/10 R MOUNTED ABOVE DOOR ON SECURE CEILING SIDE STUB CONDUITS UP TO ACCESSIBLE CEILING 70,--_____________ SPACE, TYPICAL DOOR ALARM CONTACTS 1/2" CONDUITS • TYPICAL ELECTRIC DOOR LATCH / / CARD READER, LOCATE ON P E C K UNSECURE SIDE OF DOOR. VERIFY SMILE Y DOOR LOCATION PRIOR TO ROUGH-IN E T T L I N architects 1``'`'`- HINGE SIDE OF FLOOR DOOR 4412 SW CORBETT AVE. PORTLAND,OREGON 97239 NOTE: COORDINATE INSTALLATION WITH DOOR HARDWARE SUPPLIER PRIOR TO ROUGH-IN PHONE:(503)248-9170 FAX:(503)248-0223 1 SINGLE ACCESS DOOR CARD READER DETAIL NO SCALE ESEWAO1A.dwg S.� a) E CD C) POWER SUPPLY IN IDF �TO EMERGENCY PANEL ROOM FOR ELECTRIC = DOOR LATCH. CONNECT n n n n n n Q COMPLETE TO EMERGENCY REQUEST TO EXIT -1—J CIRCUIT. VERIFY VOLTAGE. PASSIVE INFRA- RED DETECTOR L.-MOUNTED ABOVE CEILING Eli DOOR ON SECURE SIDE > STUB CONDUITS UP TO 0 d < CO - ACCESSIBLE CEILING DOOR ALARM U) C\I SPACE, TYPICAL CONTACTS CI) E N 1/2" CONDUITS TYPICAL ELECTRIC DOOR = CD LATCH -Cl) Imo- Ct (21 READER, a _ , / / LOCATE CARD ON UNSECURE SIDE (I) -2 p 0 0 p p OF DOOR. VERIFY DOOR DOOR LOCATION PRIOR E CCU TO ROUGH-IN CO 0) HINGE SIDE OF 411.. -- DOOR _�_ ID C') E „ '''~ HINGE SIDE OF DOOR E FLOOR CO "r"'" E NOTE: COORDINATE INSTALLATION WITH DOOR HARDWARE SUPPLIER PRIOR TO ROUGH-IN E 0 (..) 2 DOUBLE ACCESS DOOR CARD READER DETAIL ct NO SCALE ESEWAO3A.dwg Cto U- >. F- 100% CONSTRUCTION DOCUMENTS DETAILS- TECHNOLOGIES ma= MVO am DETAILS REFERENCE ONLY KS NOT APPROVED WITH THIS PERMIT DAS 0 110 A loft C -04128110 . 2009-0364 ,,,-/•3 ` A `> Ken Spencer 4: INTERFACE CO U T4 , 2 c-ci ENGINEERING LU 708 SW Third Avenue i Suite 400 Portland,OR 97204 ccnn TEL 503.3822266 °" `Ax 503.382.2262 ° www.interfaceengineering.com c°v _. _ _...........__.___e__.__. _- - q - cis . fd>c)* a �� O, E;P'. r. 4,,,,,4" raii .-E •1J 1- vkY13,1°9°' Gam, FrHw.SQti EXPIRES: 06/30/10 0 KEYNOTES THIS DETAIL 0 KEYNOTES THIS DETAIL • 1 INCOMING CONDUIT FROM SERVICE PROVIDER. 1 12-STRAND, MM, LO FIBER, (2) RG-11 COAXIAL CABLES, AND (24) CAT5E CABLES TO EACH TELECOM ROOM. 2 NOT USED 2 INCOMING SERVICE PROVIDER CABLES. 3 (4) 4"C. STUBBED MINIMUM 4" INTO ROOM, BELOW CEILING AND ABOVE FLOOR. 3 (12) CAT5E CABLES TO COMM ROOM FROM EACH TELECOM ROOM AND THE SERVER ROOM. 4 (8) 3"C. TO WEATHERHEAD ON ROOF. SEE ROOF PLANS FOR P E C K LOCATION OF PENETRATION. SMILEY 5 WEATHERHEAD FOR FUTURE ROOF MOUNTED EQUIPMENT E T T L I N CONNECTIONS. architects 4412 SW CORBETT AVE. PORTLAND,OREGON 97239 PHONE:(503)248-9170 FAX:(503)248-0223 11) ROOF ROOF CD COMM ROOM 0 TELECOM ROOM COMM ROOM TELECOM ROOM Q„) r r 1 r .1 r U / 4.. '' Cr) E .. 0 CO s_ CD L J L J L J L.----- _ J 3 4) LEVEL 3 LEVEL 2 Cr)0 tor> 0 N TELECOM ROOM TELECOM ROOM CI) E N F —1 I------ — —1 CD . • r N I = O O7 I """Ch NI. il I I if, 0 I "TO (f) ".0 I I E LC, ca CU CD qe;:t. .-- LEVEL 2 J LEVEL 1.5 MEZZANINE L E -a 0) I-- = �.. SERVER ROOM Q CZ r E E T''' SERVER ROOM -I 0 0 7 11 (_)U 06 r L J —L— LEVEL 1 LEVEL 1 L j >" 0 100% CONSTRUCTION DOCUMENTS RISER DIAGRAMS TECHNOLOGY NW MUS MEND K6 1 CONDUIT ONE-LINE DIAGRAM 2 BACKBONE RISER ONE-LINE DIAGRAM REFERENCE ONLY L, > aura NO SCALE NO SCALE NOT APPROVED WITH THIS PERMIT mum A ses cos-04128110 PRO.;=fT 2009-0364 4, coNT,v.,:T Ken Spencer 0 INTERFACE 0 ENGINEERING z 708 SW Third Avenue tt Suite 400 • w< $ Portland,OR 97204 a TEL 503.382.2266 -";x. 503.382.2262 0 www.interfaceengineering.com N FILE: 0364-T51.DWG - T5.1 I EDIT: 4/27/2010 8:04 AM BY KENS I PLOT: 5/3/2010 1:58 PM BY MATTHEW SHAW