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Specifications BU P2010-00096 ULTIMATE ELECTRONICS 10031 SW CASCADE AVE RECEIVED MAY 11 2010 CITY OF TIGARD BUILDING DIVISION STRUCTURAL ENGINEERING CALCULATIONS ULTIMATE ELECTRONICS TIGARD, OR REMODEL PRO/ '‘t Str BYA# 09215 May 7, 2010 r- o Prepared For: vGON v 'V CD Stantec "EY RP - " 1137 North McDowell Boulevat___jaatiA Petaluma CA 94954 EXPIRATION DATE, BRAD YOUNG & ASSOCIATES, INC. STRUCTURAL ENGINEERING 1320 W. I torticion Avenue, Suite 10 I Fresno, CalitOrnia 93711 - $59-222-9600 - 55U-222-0633 Fax w\vv,-,byaeiwineerilT.com Ultimate Electronics Tigard, Oregon Design Parameters Code = 2008 OSSC Wind = 100-B, lw=1.0 Steel fy (W.F.) A992 = 50 ksi, UNO Steel fy (Tube) A500 Grade B = 46 ksi, UNO Steel fy (Pipe)A53 Grade B = 35 ksi, UNO Steel fy (Misc.) A36 = 36 ksi, UNO Light gage studs fy = 50 ksi minimum, UNO Typical Bolts = A307 Wood Connectors = Simpson Strong Tie, UNO (Manufacture) (Equivalent may be used) Note: The above material properties are typical properties and apply unless noted otherwise within this calculation package. The materials listed are not necessarily used in this design. Please see the following calculations for the actual types of materials used for this specific design. BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 '1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 1 Loading lb DI-wall :- 8•psf DLwall = 8 2 ft DLroof 1s•psf DI-wall.conc 75•psf LLroof 20•psf Sg.roof 25•psf snow bad BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT cArz 6 oR Conterminous 48 States 2006 International Building Code Latitude = 45.4488 Longitude = -122.785 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.945 (Ss, Site Class B) 1.0 0.340 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 45.4488 Longitude = -122.785 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.122 ,Fv = 1.72 Period Sa (sec) (g) 0.2 1.061 (SMs, Site Class D) 1.0 0.585 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 45.4488 Longitude = -122.785 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3xSM1 Site Class D - Fa = 1.122 ,Fv = 1.72 Period Sa (sec) (g) 0.2 0.707 (SDs, Site Class D) • Wind on Wall Exposure B V := 100 Kzt := 1.0 Kz := 0.70 Kd := 0.85 := 1.0 Wind on Parapet qp := 0.00256•Kz'Kzt'Kd'I'V2'psf q = 15.232 lb ft Aparp := 9•ft•4o•ft Aparp = 360 ft2 Zone 4 and 5 do not have the same component force for Aparp < 500 ft2. To be conservative, assume entire area is zone 5 p = qp*(GCp-GCpi) EQ 6-24 (Parapets - Components and Cladding) GCp windward 0.8 External Pressure Coefficient (Positive Face) GCp leeward —0.9 External Pressure Coefficient (Negative Face) GCpi •_ —0.18 Internal Pressure Coefficient (Figure 6-5) Windward Pressure Pp.wind gp'(GCp.windward _ GCpi) lb Pp.wind = 14.927 2 ft Windward Pressure (one exposed side) Pp.lee qp' IGCp.leeward + GCpil lb pp.lee = 16.451 2 ft BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT The following calculations will address the following: 1. The new sign framing at the front of the building. 2. The new door opening in the existing concrete wall. 3. The new man door opening in the existing concrete wall. 4. The new roof screens for the HVAC units. 5. All other work, if required or not addressed in this package, is by others. BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT S Item 1: There will be a four layers of metal studs at 16" o.c at the new signage framing. The studs will be attached to each other to create an effective stud depth of 20" (min) to resist the wind loading. The top of the parapet is —31'-0" and the roof is —22'-0". Check the studs for the wind loading above the roof. Stud Check -At Front of Parapet L1 := 9•ft Stud length - above roof to top of parapet 1xe := 58.655•in4 E := 29000•ksi wwl (Pp lee + p wind)•1.33 ft Wwl = 41.733 Ib p / ft 2 M .= wwl x.1 2 L1 M = 1690 lb-ft x.1 Vy 1 := WWI•L1 Vy.1 = 376 lb 4 Wwl L1 0 A = 0.035 in less than 2 L1 = 0.6 in stud 8•E•IXe stud 360 Use: Stacked 600S162-43, 800S162-43 and 600S162-43 studs at 16"o.c. see attached BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT CFS Version 6.0.2 Page 1 Section: Triple stud (6-8-6).sct Brad Young Stacked 800S162-43, 33 ksi Stud Brad Young &Associates, Inc. SSMA Library Rev. Date: 4/9/2010 8:39:40 AM By: Brad Young + • ti 'l I . JJ CFS Version 6.0.2 Page 2 Section: Triple stud (6-8-6).sct Brad Young Stacked 800S162-43, 33 ksi Stud Brad Young &Associates, Inc. SSMA Library Rev. Date: 4/9/2010 8:39:40 AM By: Brad Young Member Check - 2007 North American Specification - US (ASD) Material Type: A653 SQ Grade 33, Fy=33 ksi Design Parameters: Lx 9.0000 ft Ly 1.0000 ft Lt 1.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4): 0 lb Loads: P Mx Vy My Vx (lb) (lb-ft) (lb) (lb-ft) (lb) Entered 0 1690.0 376 0.0 0 Applied 0 1690.0 376 0.0 0 Strength 11925 6643.6 2807 735.8 5027 Effective section properties at applied loads: Ae 1.54163 in^2 Ixe 58. 655 in^4 Iye 0.492 in^4 Sxe(t) 6.1762 in^3 Sye (1) 1.2571 in^3 Sxe(b) 5.5846 in^3 Sye (r) 0.3986 in^3 Interaction Equations ( NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.254 + 0.000 = 0.254 <= 1.0 NAS Eq. C5.2. 1-2 (P, Mx, My) 0.000 + 0.254 + 0.000 = 0.254 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt (0.058 + 0.018)= 0.276 <= 1.0 NAS Eq. C3.3. 1-1 (My, Vx) Sqrt (0.000 + 0.000)= 0.000 <= 1.0 U . A cold form box beam will support the vertical loading from the signage framing. The box beam is at the face of the existing wall and will only see windward or leeward wind loading and not both at the same time. Box Beam Check L := 24-ft max box beam length IXe := 238.71•in4 lye := 36.32-in E := 29000•ksi wDL := (DLwall + 3psf) (174t) WDL = 187 lb— } ft 8 wSL := Sg.roof" 12•ft WSL = 16.667 lb— lb ft pp.lee = 16.451 ft 2 8 —lb Wwind pp.lee"2"ft wwind = 6s.8o2 ft Check Load Combination - DL+WL 2 Mx := wDL L M = 13464 lb. x 8 x ft V := wDL'L V = 2244 lb Y 2 y 2 M l := Wwind'L M = 4738 Ib•ft Y 8 Y V := WwindL V = 790 lb x 2 x Check Load Combination - DL+ 0.75*SL+0.75*WL L2 My.snow (wDL+ o.75.wSL).—$ My.snow = 14364 lb.ft (wDL+ 0.75.WSL).L Vy.snow := 2 Vy.snow = 2394 lb 0.75•wwind•L2 My.snow 8 My.snow = 3553 Ib•ft 0•75•wwind•L Vx.snow 2 Vx.snow = 592 lb BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 9 5'(wDL+wSL)•L4 Abeam Abeam = 0.22 in less than L 384•E•IXe 360 — 0.81n 4 5'wwind'L L—Abeam Abeam 384•E• = 0.466 in less than 360 I = 0.8 in ye Use 20"xl6ga eight member box beam See attached All other framing is OK as detailed 1 BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT RCS CFS Version 6.0.2 Page 1 Section: Stacked - 10x6 16ga box beam.sct Brad Young 1000S200-54, 50 ksi Stud Brad Young &Associates, Inc. SSMA Library Rev. Date: 4/9/2010 8:51:01 AM By: Brad Young • • 4) I • • •JJ 9 CFS Version 6.0.2 Page 1 Section: Stacked - 10x6 16ga box beam.sct Brad Young 1000S200-54, 50 ksi Stud Brad Young &Associates, Inc. SSMA Library . Rev. Date: 4/9/2010 8:51:01 AM By: Brad Young Full Section Properties Area 5. 6186 in^2 Wt. 19.103 lb/ft Width 99.268 in Ix 238.71 in^4 rx 6.518 in Ixy 0.00 in^4 Sx(t) 23.576 in^3 y(t) 10.125 in a 0.000 deg ` Sx(b) 23.576 in^3 y(b) 10.125 in Height 20.250 in Iy 36.32 in^4 ry 2.543 in Xo 0.000 in Sy(1) 11.721 in^3 x(1) 3.099 in Yo 0.000 in Sy(r) 11.721 in^3 x(r) 3.099 in jx 0.000 in Width 6.198 in jy 0.000 in I1 238.71 in^4 rl 6.518 in I2 36.32 in^4 r2 2.543 in Ic 275.04 in^4 rc 6.997 in Cw 34 .912 in^6 Io 275.04 in^4 ro 6. 997 in J 0.0059998 in^4 Net Section Properties Ix 223.91 in^4 rx 6.657 in Area 5.0526 in^2 Sx(t) 22.115 in^3 y(t) 10. 125 in Ixy 0.00 in^4 Sx(b) 22.115 in^3 y(b) 10.125 in Ic 255.24 in^4 Iy 31.33 in^4 ry 2.490 in Sy(l) 10. 108 in^3 x(1) 3.099 in Sy(r) 10.108 in^3 x(r) 3.099 in I 1 17--- CFS Version 6.0.2 Page 1 Section: Stacked - 10x6 16ga box beam.sct Brad Young 1000S200-54, 50 ksi Stud Brad Young &Associates, Inc. SSMA Library Rev. Date: 4/9/2010 8:51:01 AM By: Brad Young Member Check - 2007 North American Specification - US (ASD) Material Type: A653 SQ Grade 50/1, Fy=50 ksi Design Parameters: Lx 24 .000 ft Ly 1.000 ft Lt 1.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, 4: 0 lb Loads: P Mx Vy My Vx (lb) (lb-ft) (lb) (lb-ft) (lb) Entered 0 13464 2244 4738 790 Applied 0 13464 2244 4738 790 Strength 52754 30189 9183 13821 17245 Effective section properties at applied loads: Ae 5.2405 inA2 Ixe 221.39 in^4 Iye 33.23 in^4 Sxe(t) 21.009 inA3 Sye(1) 11.427 inA3 Sxe(b) 22.795 inA3 Sye(r) 10.101 inA3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.446 + 0.343 = 0.789 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.446 + 0.343 = 0.789 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt (0.159 + 0.060)= 0.468 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sqrt (0.118 + 0.002)= 0.346 <= 1.0 Member Check - 2007 North American Specification - US (ASD) Material Type: A653 SQ Grade 50/1, Fy=50 ksi Design Parameters: Lx 24 .000 ft Ly 1.000 ft Lt 1.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4 : 0 lb Loads: P Mx Vy My Vx (lb) (lb-ft) (lb) (lb-ft) (lb) Entered 0 14364 2394 3553 592 Applied 0 14364 2394 3553 592 Strength 52754 30189 9183 13821 17245 Effective section properties at applied loads: Ae 5.2899 inA2 Ixe 221.76 in^4 Iye 33.78 in^4 Sxe(t) 21.042 inA3 Sye(1) 11.485 inA3 Sxe(b) 22.836 inA3 Sye(r) 10.372 inA3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.476 + 0.257 = 0.733 <= 1.0 NAS Eq. C5.2. 1-2 (P, Mx, My) 0.000 + 0.476 + 0.257 = 0.733 <= 1.0 NAS Eq. C3.3. 1-1 (Mx, Vy) Sqrt (0.181 + 0.068)= 0.499 <= 1.0 NAS Eq. C3. 3. 1-1 (My, Vx) Sqrt (0.066 + 0.001)= 0.259 <= 1,0 \5 Item 2: New Opening Frame (to resist out of plane loads) A new door opening is being added to the building. Add a new steel tube frame to resist the out of plane loads from the concrete walls. Determine the concrete wall out of plane forces per ASCE 7-05 Section 12.11.1. The anchorage at the roof diaphragm is not changing and is assumed to be adequate per original design. The new opening at the front of the building will cut an existing concrete pilaster. A new steel wide flange beam will be added below the opening to take all vertical forces. Member 1 -Wide Flange Lintel Beam at Line 1 L := 24•ft wDL DI-wall.conc'(8•ft+2-ft) + DLroof'6'ft wDL = 804 lb 2 ft 6 lb— wLL := LLroof'2•ft wLL = 60 ft 6 lb wSL := Sg.roof 2•ft wSL = 75 ft P DL -(38+38) 26.33 ,� P 9004.86 lb DL roof' 2 ).ft. 2 DL = PLL LLroof'' 38 +38 ft.2633 2 2 at L = 5.67' PLL = 10005.4 lb ft-(38+38 26.33 PSL Sg.roof' 2 ).ft. 2 ft- PSL = 12506.75 lb Use W16x57 See attached Column L := 14•ft PDL := 17.212•k PDL = 17212 lb PLL := 8.361•k PLL = 8361 lb PSL := 10.452•k PSL = 10452 lb Use HSS 6x6x5/16 See attached BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 5/6/2010 File Name: 09215.mcd 1320 W.Herndon Ave.,Suite 101 Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 1 Title Block Line 1 Title: Job# Title Block Line 1 Title: Job# You can changes this area Dsgnr: You can changes this area Dsgnr. using the'Settings'menu item Project Deco.. using the'Settings'menu item Project Desc.: and then using the'Printing& Pr'act Notes: and then using the Printing& Project Notes Project Title Block'selection. Title Block'in selection. meted 3Rtd!6•'.J 11.5-.4:a Title Block Line 6 ,cox:ir.i:Imo 1s 5rra1 Title Block Line 6 Ale:a18YA1draw nps120091092151dwplCa1cs109215.ec6.. He:a18YAkkarinps12009109215rdwptCdcs 10921. Steel Beam Design . - ENERCALC,INC.1981.2009,Vet6.1.00 Steed Beam-Design ENERCALC,INC:1963-2009,Ver.6.1.00 Lic.#:KW-06004793 License Owner:BRAD YOUNG&ASSOCIATES Lit.#:KW-06004793 License Owner BRAD YOUNG&ASSOCIATES Description: member 1-Wide Flange Beam Description: member 1-Wide Flange Beam Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Vertical Reactions•Unfactored Support notation:Far left is#1 Values in KIPS Analysis Method:Allowable Stress Design Fy:Steel Yield: 50.0 ksi Load Combination Support 1 Support 2 Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi D Only 17.212 12.462 Bending Axis: Major Axis Bending Lr Only 8.361 3.084 Load Combination 2006 IBC&ASCE 7-05 S Only 10.452 3.855 D+L+S 27.664 16.316 • • D'L+Lr 25.573 15.545 • 0(9.005)Lr10.051 8(12.507) Dr0.6041 Lr0,0618(0.0751 r u t :<f t .a z<• p :ry. ts. L J: .. .... ......:.. ........... ! ?w,.,.,.;.: .:.."4... ,n....7,.,,,1'3 b. dlg�, «<.,,. :z n. ........:'.:..:.,.. ,. , r}r .s . .. tic e'^i fi,my...Y .Y?�.,xJ.&Le :, .,.�'. `t+:;YJi: � t x.� .� F M; ), wt- E r; ' :;:��.::.•�,.�. ,.: rv.�.a' i...-..vw.y,�n.u,.u.,2..i:.�:-d. r'✓fr:'-:,+.,rnM s.r. " `s ,. x (i h+ Span=24.0 ft W16X57 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load:D=0.8040,Lr=0.060,S=0.0750 k/ft,Tributary Width=1.0 ft Point Load:D=9.005,Lr=10.005,S=12.507 k 5.670 ft,(Pilaster) DESIGN SUMMARY ....Design OK Maximum Bending Stress Ratio = 0.543:1 Maximum Shear Stress Ratio= 0.196:1 Section used for this span W16X57 Section used for this span W16X57 Mu:Applied 142.186 k-ft Vu:Applied 27.664 k Mn/Omega:Allowable 261.976 k-ft Vn/Omega:Allowable 141.04 k Load Combination +D+S+H Load Combination +0+5+H • Location of maximum on span 6.600ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection • Max Downward L+Lr+S Deflection 0.216 in Ratio= 1332 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<240 • Max Downward Total Deflection 0.646 in Ratio= 445 Max Upward Total Deflection 0.000 in Ratio= 0<360 • Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span 6 M V Mmax+ Mmax- Ma-Max Mnx MrodOmega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dogs.L=24.00 ft 1 0.543 0.196 142.19 142.19 437.50 261.98 1.00 1.00 27.66 211.56 141.04 +0 Dsgn.L= 24.00 ft 1 0.344 0.122 90.16 90.16 437.50 261.98 1.00 1.00 17.21 211.56 141.04 +D+L+H Dsgn.L=24.00 ft 1 0.344 0.122 90.16 90.16 437.50 261.98 1.00 1.00 17.21 211.56 141.04 +D+Lr+H Dsgn.L=24.00 ft 1 0.501 0.181 131.17 131.17 437.50 261.98 1.00 1.00 25.57 211.56 141.04 +0+5+11 Dsgn.L= 24.00 ft 1 0.543 0.196 142.19 142.19 437.50 261.98 1.00 1.00 27.66 211.56 141.04 +D+0.750Lr+0.750L+H Dsgn.L=24.00 ft 1 0.460 0.166 120.44 120.44 437.50 261.98 1.00 1.00 23.48 211.56 141.04 +D+0.750L+0.750S+H Dsgn.L=24.00 ft 1 0.490 0.178 128.46 128.46 437.50 261.98 1.00 1.00 25.05 211.56 141.04 +0+0.750L+0.750S+0.7513N+H Dsgn.L= 24.00 ft 1 0.490 0.178 128.46 128.46 437.50 261.98 1.00 1.00 25.05 211.56 141.04 +D+0.750L+0.750S+0.5252E+H Dsgn.L=24.00 ft 1 0.490 0.178 128.46 128.46 437.50 261.98 1.00 1.00 25.05 211.56 141.04 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max. Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+S 1 0,6458 11.280 0.0000 0.000 Vertical Reactions•Unfactored Support natation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overat MAXimum 27.664 16.316 Title Block Line 1 Title: Job 8 Title Block Line 1 Title: Job# You can changes this area Dsgnr: You can changes this area Dsgnr: using the'Settings'menu item Project Desc,: using the"Settings"menu item Project Desc.: and then using the'Printing& Project Notes: and then using the"Printing& Project Notes Title Block"selection, Title Block'selection. Title Block Line 6 Panted 9 APR 2010,103PM Title Block Line 6 Panted'9APR 2010,1 03PM Steel Column Lic.#:KW-06004793 ENERCALC,INC,1983.2009,Ver.6.1.00 Steel Column, License Owner:BRAD YOUNG&ASSOCIATES Lic.#:KW-06004793 ERERCALC,YOUNG 1983-2009 ASSOCIATES IAT Description: Column I License Owner:BRAD YOUNG&ASSOCIATES Description: Column 1 General Information Code Ref:2006 IBC,AISC Manual 13th Edition Steel Section Properties: HSS6X6X5I16 Depth = 6.000 In I xx = 34.30 in^4 J = 55.400 in04 Steel Section Name: HSS6X6X5/16 Overall Column Height 14.0 ft Web Thick = 0.000 in S xx = 11.40 in9 Analysis Method: 2006 IBC&ASCE 7-05 Top&Bottom Fixity Top&Bottom Pinned Flange Width = 6.000 in Rxx = 2.310 in Sleet Stress Grade Flange Thick = 0.313 in Fy:Steel Yield 46.0 ksi Brace condition for deflection(buckling)along columns: Area = 6.430 in^2 I yy = 34.300 in^4 E:Elastic Bending Modulus 29,000.0 ksi X-X(width)axis:Unbraced Length for X-X Axis buckling=14ft,K=1.0 Weight = 23.286 plf S yy = 11.400 in^3 Load Combination: Allowable Stress Y-Y(depth)axis:Unbraced Length for Y-Y Axis buckling=14 ft,K=1.0 R yy = 2.310 in Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:326.0 lbs*Dead Load Factor Ycg = 0.000 in AXIAL LOADS... Wide FLange:Axial Load at 14,0 ft,D=17.212,LR=8.361,S=10.452 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio= 0.2256:1 Maximum SERVICE Load Reactions.. Load Combination +D+S+H Top along X-X 0,0 k ---------- Location of maxabove base 0.0 ft Bottom along X-X 0.0 k _-:e,,,,°" "' At maximum location values are... Flu:Axial Top along Y-Y 0.0 k 27.990 k Bottom along Y-Y 0.0 k Pn/Omega:Allowable 124.07 k Mu-x:A)zalied 0.0 k-ft Maximum SERVICE Load Deflections... ss Mn-x l Omega:Allowable 31.218 k-ft Along Y-Y 0.0 in at 0.0 ft above base Mu-y:Applied 0.0 k-ft for load combination: ff li May/Omega:Allowable 31.218 k-11 Along X-X 0.0 in at 0.08 above base load Z for load combination: PASS Maximum Shear Stress Ratio= 0.0:1 at = Load Corr binaton Location of maxabove base 0.0 ft At maximum location values are... ,:, .;,`r=`°`"° x;s.;",,,,:�_• 'r• 4 Vu:Applied 0.0 k Vn/Omega:Allowable 0.0 k 6 OOIn Loads are total entered value Maws do not reflect absolute direction. Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D 0.141 PASS 0.00 ft 0.000 PASS 0.00 ft +D+L+H 0.141 PASS 0.00 ft 0.000 PASS 0.00 ft +D+Lr+H 0.209 PASS 0.00 ft 0.000 PASS 0.00 ft +D+S+H 0.226 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750Lr+0.750L+H 0.192 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.7505+H 0.205 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.7505+0.750W+H 0.205 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.75OS+0.5250E+H 0.205 PASS 0.00 ft 0.000 PASS 0.00 ft Maximum Reactions-Unfactored Note:Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Load Combination @ Base ©Top @ Base @ Top D Only Lr Only S Only Maximum Deflections for Load Combinations•Unfactored Loads Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Steel Section Properties: HSS6X6X5I16 Member 2 -Wide Flange Beam at Line G There will be a wide flange lintel at the new opening at gridline G. Check the loading for this beam. L := 24-ft wDL DLwall.conc'(8•ft+2-ft) + DLroof 37.5 ,ft wDL = 1087.5 lb ft 37.5 lb wLL := L1--roof' 2 •ft wLL = 375 ft wSL := S .roof'37.5 'ft WSL = 468.75 lb g 2 ft Use W16x57 See attached BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 5/6/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT Title Block Line 1 Title: Job# Title Block Line 1 Title: Job# You can changes this area Dsgnr: You can changes this area Dsgnr:��' using the"Settings'menu m Project Deco° using the"Settings menu item and then using the'Printing& Project Notes: and then using the'Printing& Project Notes: Title Block'selection. Title Block' n selection. r,,e,lcd 43417 l,t;Y_n3"N4 Title Block Line 6 £`:oiled.1 t„A'i ln0 Ii5"?:,1 Title Block Line 6 Fk:etevAUirawina:ouOau92,s1a.p�drsee2t5ac6 Steel Beam Design Fde:«terAUkewinpsizoam9Z,sVdvyCakstossls«6 .SI@ @�.B @1t11'C1 @SICJri' ENERCALC,INC.19832009,Ver.6.1.00 9 ENERCALC,INC.19812009,Vac 6.1.00 tic.#:KW-06004793 License Owner:BRAD YOUNG&ASSOCIATES Lic.# KW-0 6004793 - License Owner:BRAD YOUNG&ASSOCIATES Description: Menem 2•Lintel Beam at Line G Description: Member 2-Lintel Beam at Line G Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Vertical Reactions•Unfactored Support notation:Far left is#1 Values in KIPS Analysis Method:Allowable Stress Design Fy:Steel Yield: 50.0 ksi Load Combination Support 1 Support 2 Beam Bracing: Bean is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Lr Only 4.500 4.500 Bending Axis: Major Axis Bending S Ony 5.628 5.628 Load Combination 2006 IBC&ASCE 7-05 D+L+S 19.370 19.370 D+L+Lr 18.242 18.242 D(1 968)LA 3751 S(0 4551 1 t....... .....w. ..,p- ...r.:s f.>`..V. .,. +...f.„.:.;:�..v ✓,r.A'r 4.°'SYi'�>:f:4;;;:,::.;.i.';" ::.t�,.:f Z !r.:i. <,,x'52:''x'^"`✓ :Lr:„, .. ., "r&u"'. ,S.ynA.. :.., ../ .� t..,n ayyb ^"'q' . 'a...�tvl"n.,..: � �, M ...»., ..;...„.r..,r, r..;` 'a' ""� :,�.�.,.,:,.��,.,.jai. `�... ,<..,.'.:,.:"."4'is`; `.. t,,,S4 ..t ..,,it riA.'1',"`,4,,,.,.stx-,n: .> 'x`=- **,..V.,,b;,..so' .+.„..;.,,f r...hry..x e.•'a"t..x,.�.... .�^,� „�,� y;.....rµ .(,..�-,...Ye..f n 7. <'G:zoo h } r.y§'r?? �„,r... `i s%#:x rav ,�a'�'`.-. L Span=24.0 ft L. W16X57 • Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load:0=1.088,Lr=0.3750,S=0.4690 k/ft,Tributary Width=1.0 ft DESIGN SUMMARY I I MI I'''MI Maximum Bendirxj Stress Ratio = 0.444:1 Maximum Shear Stress Ratio= 0.137: Section used for this span W16X57 Section used for this span W16X57 Mu:Applied 116.221 k-ft Vu:Applied 19.370 k Mn!mega:Allowable 261.976 k-ft Vn/Omega:Allowable 141.04 k Load Combination +D+S+N Load Combination +D+S+H • Location of maximum on span 12.000 ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 • Maximum Deflection Max Downward L+Lr+S Deflection 0.161 in Ratio= 1793 . Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.553 in Ratio= 521 Max Upward Total Deflection 0.000 in Ratio= 0<360 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L=24.00 ft 1 0.444 0.137 116.22 116.22 437.50 261.98 1.00 1.00 19.37 211.56 141.04 +D Dsgn.L=24.00 ft 1 0.315 0.097 82.45 82.45 437.50 261.98 1.00 1.00 13.74 211.56 141.04 +D+L+H Dsgn.L= 24.00 ft 1 0.315 0.097 82.45 82.45 437.50 261.98 1.00 1.00 13.74 211.56 141.04 +D+Lr+H Dsgn.L= 24.00 ft 1 0.418 0.129 109.45 109.45 437.50 261.98 1.00 1.00 18.24 211.56 141.04 +D+S+H Dsgn.L=24.00 ft 1 0.444 0.137 116.22 116.22 437.50 261.98 1.00 1.00 19.37 211.56 141.04 +D+0.750Lr+0.750L+H Dsgn.L= 24.00 ft 1 0.392 0.121 102.70 102.70 437.50 261.98 1.00 1.00 17.12 211.56 141.04 +D+0.750L+0.750S+H Dsgn.L= 24.00 ft 1 0.411 0.127 107.78 107.78 437.50 261.98 1.00 1.00 17.96 211.56 141.04 +D+0.750L+0.750S+0.750W+H Dsgn.L=24.00 ft 1 0.411 0.127 107.78 107.78 437.50 261.98 1.00 1.00 17.96 211.56 141.04 +0+0.750L+0.750S+0.52500+H Dsgn.L= 24.00 ft 1 0.411 0.127 107.78 107.78 437.50 261.98 1.00 1.00 17.96 211.56 141.04 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.-•Defl Location in Span Load Combination Max"+"Del Location in Span D+L+S 1 0.5526 12.120 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left 11 81 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 19.370 19.370 D Only 13.742 13.742 Determine the out of plane forces acting on the tube steel frame. } Seismic Forces SS := 0.945 Ref ASCE 7-05 Seismic Factor Determination Fa := 1.122 Ref. ASCE 7-05 Section 12.14.8 2 Sds := 3'Fa'Ss Sds = 0.707 := 1.0 Fp.1 := o.4•Sds•I Fp 1 = 0.283 Wall at new opening hwall := 8•ft height of wall above new opening := DL W hwall { wall wall.conc 2 Fp := Fp 1'Wwall Seismic Forces acting on wall lb Fp = 84.823 ft BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: IT I Lateral Analysis -Wind Exposure B V := 100 K 1.0 Kz := 0.70 K d 0.85 I := i.o lb qh := 0.00256.Kz-Kzt.Kd•I.V2.psf qh = 15.232 —2 ft A . wall 24ft.8.ft Awaii = 192 ft 2 p = qh[(GCp)-(GC0)] EQ 6-22 (Components and Cladding Low Rise Buildings) The wall is in the interior of the building and will be Zone 4 wind loading GC := 0 8 p.1 .• ° External Pressure Coefficient (Positive Face) GC = —0 9 p.2 •. • External Pressure Coefficient (Negative Face) GC .= 0.18 Pi := Internal Pressure Coefficient Windward Pressure pww := qh.[GCp.i - (-GCpi)] Pww = 14.927 psf Leeward Pressure piw := qh.[GCp.2 - (GCpin lb piw = —16.451 psf I = 16.451 — ft hwall Pw 1P1w1 2 Wind Forces acting on wall lb Pw = 65.802 — ft F = 84.823 plf Seismic Forces govern See Attached RISA printouts for Lateral Frame Design and Frame BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 1.0 Ty '1\17 M3 N2 'NS 441 Brad Young &Associates TT Ultimate Electronics-Tigard Apr 9, 2010 at 1:12 PM 09215 0921 5.r3d Company : Brad Young&Associates Apr 9,2010 Company : Brad Young&Associates Apr 9,2010 Designer : TT 2:16 PM Designer : TT 2:16 PM Job Number : 09215 Ultimate Electronics-Tigard Checked By: Job Number : 09215 Ultimate Electronics-Tigard Checked By: Global _.---_.__..-.---------- ---.-----.-----.-------------_ - Joint Boundary Conditions (Display Sections for Member Calcs 5 .Max Internal Sections for Member Caics_ 197 _ — 1__ Ni Reaction _Reaction Reaction ______ Include Warping Yes 1 L2 N4 I Reaction�i Reaction Reaction I 1 Area Load Mesh(inA2) 144 I ( 3 N3 Reaction Reaction Merge Tolerance(in) .12 1 N6 Reaction_- I Reaction I P-Delta Analysis Tolerance 0.50% Vertical Axis Y Basic Load Cases Hot Rolled Steel Code AISC:ASD 13th BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me...Surface(... Cold Formed Steel Code AIS101:ASD 1 Dead Load DL -1 Wood Code NDS 2005:ASD 2 Roof Live Load RLL Wood Temperature <100F 3 Seismic I EL I 1 I 1 I Concrete Code ACI 2005 Masonry Code MSJC 05IIBC 06 ASD Number of Shear Regions 4 Load Combinations Region Spacing Increment(in) 4 Description Solve PDelta S...BLC Factor BLC Fac... BLC Fac... BLC Fac..BLC Fac..BLC Fac...BLC Fac...BLC Fac... Biaxial Column Method PCA Load Contour 1 IBC 16-8 Yes Y DL 1 Parme Beta Factor(PCA) .65 2 IBC 16-10(a) Yes Y DL 1 RLL 1 , Concrete Stress Block Rectangular 3 IBC 16-12(b) Yes Y DL 1 EL .7 Use Cracked Sections Yes 4 IBC 16-13(b) Yes Y DL 1 EL .525 RLL .75 Bad Framing Warnings No 5 IBC 16-15 Yes Y DL .6 EL .7 , Unused Force Warnings Yes Load Combination Design Hot Rolled Steel Properties Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Masonry Footings Label E fksil G[ksi( Nu Therm(\1E5 F) Densitvfk/ft"3] Yield[ksi] 1 IBC 16-8 .9 Yes Yes Yes Yes Yes , Yes Yes I 1 I A500 46 1 29000 I 11154 I .3 I .65 I .49 I 46 I 2 IBC 16-10(a) 1.25 Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-12(b) 1.6 , Yes Yes Yes Yes Yes , Yes Yes 4 IBC 16-13(b), , 1.6 Yes Yes Yes Yes , Yes Yes Yes Hot Rolled Steel Section Sets 5 IBC 16-15 1.6 I Yes _ Yes Yes Yes _ Yes Yes I Yes Label Shape Type Desien List Material Design Rules A[in2] yy[in41 Izz[in4] J[n4] 1 column IHSS6X6X5 Column Tube A500 46 Typical 6.42 34.267 34.267 55.362 Member Point Loads 2 beam I HSS12X6X6 Beam Tube A500 46 . Typical 11.755 72.884 214.969 178.15 Member Label Direction Magnitude[k.k-ft)_ Location[ft.%) I No Data to Print... Hot Rolled Steel Design Parameters Label Shape Length... Lbyvfftl Lbzzfftl Lcomp to...Lcomp bo... Kvy Kzz Cm-w Cm-zz Cb y swayz sway Function Joint Loads and Enforced Displacements 1 M1 I column 22 1 1 Lateral 2 M2 column 22 1 1 Lateral, Joint Label L.D,M Direction Magnitude[(k,k-ft).(in,rad),(k's"2/ft... 3 M3 beam 24 . .65 .65 Lateral I No Data to Print... I Joint Coordinates and Temperatures Member Distributed Loads(BLC 3:Seismic) Label X[ft] Y 151 Z[ft] Temp[F] Detach From Diap... Member Label Direction Start MagnftudeLk/ft.d..End Magnitude[k/ft,d... Start Location(ft.%] End Location[ft,%] 1 N1 0 0 0 0 11 1 M3 1 Z I .085 I .085 1 0 I 0 I 2 N2 0 14 0 0 1 3 N3 0 22 0 0 4 N4 24 0 0 0 1 Envelope Joint Reactions 5 N5 24 14 0 0 Joint X[k] LC Y[k] LC Z[kj LC MX[k-ft] LC MY 1k-ft] LC MZ[k-ft] LC 6 N6 24 22 0 0 1 1 N1 max .026 1 .961 1 0 1 0 1 0 1 0 1 2 min .016 5 .576 5 -.259 5 0 "1 0 1 0 1 3 N4 max -.016 5 .961 1 0 1 0 1 0 1 0 1 4 min -.026 1 .576 5 , -.259 5 0 1 0 1 0 1 5 N3 max -.048 5 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 8.1.0 [O:\BYA\drawings'2009109215\dwg\Calcs109215.r3d] Page 1 RISA-3D Version 8.1.0 [O:\BYA\drawings\2009\09215\dwg\Calcs109215.r3d] Page 2 rrj . . _ . - Company : Brad Young&Associates Apr 9,2010 Company : Brad Young&Associates Apr 9.2010 Designer : TT 2:16 PM Designer : TT 2:16 PM Job Number • 09215 Ultimate Electronics-Tigard Checked By: Job Number : 09215 Ultimate Electronics-Tigard Checked By: Envelope Joint Reactions(Continued) Envelope Member Section Forces(Continued) Joint X Lig _LC Ylfsl LC Z fkl LC MX111411 LC Mik,ft1 IC_ MZ fk-ftl LC Member ,Sec Axial[k], LC_y Shearjkj.LC z Shearjkj _L_Q_3.-orguells,411LC 6 ,, imin_i -.08 1..1 0 111 -.455 __i 31. 0 Llj 0 LIT_ 0_ 111 ' 25 ; 3 max; -.032 1 5 ! 0 ; 1 0 _ 1 1 0 H 0 1 1 -1.12_1 5 , 7 N6 1 max .08 ; 1 0 __;_1_,- 0 11 ; 0 1 , 0 , 1 ' 0 1 ! 26 ' i !mini -.05411 F--0 11 ' 0 111 0 -1-1 -4.2841-31 -1.866111 mm .048 5 0 1-i 1 -.455 r3 1 0 1-1 I 0 pi 0 i-i _27 ; 4 !maxi -.032 ' 5 -.144 i 5 .357 ! 5 1 0 ' 1 0 1 1 1 -.688 5 9 Totals: max 0 1 1.921 1 1 0 1 1 28 1 Imhl -.054 1 -.24 1 1 0 1 1 I 0 1 -3.213 3 1 -1.146 1 1 10 1min I 0 1 1 1.11 5 -1.428 3 I 1 I I 29 1 5 ;maxi -.032 5 -.288 5 .714 1 5 0 1 0 , 1 I 1.014 1 1 30 I Imin 1 -.054 1 -.48 1 0 11 0 1 0 111 .608 15 Envelope Joint Displacements Joint X fin] LC Y[i] LC Z[in] LC X Rotation...LC Y Rotation...LC Z Rotation...LC Envelope Member Section Deflections 1 Ni max 0 1 5 0 5 0 5 2.642e-3 3 0 1 1.246e-4 1 Member Sec x lint LC v[in] LC z(in] LC x Rotate[r... LC (n)1../y Ratio LC (n)Liz Ratio LC 2 mm 0 1 0 1 0 1 0 1 -2.335e-3 3 7.477e-5 5 1 M1 1 Imax 0 1 0 1 0 1 0 1 NC 1 NC 1 3 N2 !max_ 0 _5 0 5 .238 3 0 1 0 1 -1.507e-4 5 2 1 mm 0 , 1 0 1 0 1 -2.335e-3 3 NC 1 NC 1 4 1min 0 1 0 1 0 1 -1.057e-3 3 -2.335e-3 3 -2.512e-4 1 3 2 max 0 5 .007 1 .162 3 0 1 NC 1 1626.601 3 1 5 N3 max, 0 1 0 5 0 3 0 1 0 1 1.216e-4 1 4 min 0 1 .004 5 0 1 -2.335e-3 3 NC 5 NC 1 6 min 0 5 0 1 0 1 -3.17e-3 3 -2.335e-3 3 7.298e-5 5 5 3 max 0 5 .006 1 .249 3 0 1 NC 1 1059.146 3 7 N4 [max 0 1 0 5 0 5 2.642e-3 3 2.335e-3, 3 -7.477e-5 5 6 min 0 1 .004 5 0 1 -2.335e-3 3 NC 5 NC 1 8 1min, 0 5 0 1 0 1 0 1 0 1 -1.246e-4 1 7 4 max 0 5 -.003 5 .188 3 0 1 NC 5 1403.171 3 9 N5 max 0 1 , 0 5 .238 3 0 1 2.335e-3 3 2.512e-4 1 8 min 0 1 -.004 1 0 1 -2.335e-3 3 NC 1 NC 1 10 min 0 5 0 1 0 1 -1.057e-3 3 0 1 1.507e-4 5 9 5 max 0 5 0 1 0 1 0 1 NC 1 NC 1 11 N6 max 0 5 0 5 0 3 0 1 2.335e-3 3 -7.298e-5 5 10 I min 0 1 0 1 0 1 -2.335e-3 3 NC 1 NC 1 12 tmin_ 0 1 0 1 0 1 -3.17e-3 3 0 -1 -1.216e-4 1 11 M2 1 max 0 1 0 1 0 1 2.335e-3 3 NC 1 NC 1 12 min 0 1 0 1 0 , 1 0 1 NC 1 NC 1 13 , 2 max 0 5 -.004 5 .162 3 2.335e-3 3 NC 5 1626.601 3 Envelope AISC 13th ASD Steel Code Checks 14 ,min 0 1 -.007 1 0 1 0 1 NC 1. NC 1 Member Shape Code C...Locifil LC Shear...LocIftj Dir LC Pnc/om(k Pnt/om[k]Mnyy/om..Mnzz/om...Cb En 15 3 ,max 0 5 -.004 5 .249 3 2.335e-3 3 NC 5 1059.146 3 n 1 M1 ,HSS6X6X5 .135 ,14.208 3 .009 14.208 z 3 73.468 176.828 31.176 31.176 1...H1-lb 16 mm 0 1 -.006 1 0 1 0 1 NC 1 NC 1 , , 2 M2 HSS6X6X5 ,135 14.208 3 .009 14.208 z 3 73.468 176.828 31,176 31.176 1...H1-lb 17 4 max 0 5 .004 1 .188 3 2.335e-3 3 NC 1 1403.171 3 18 min 0 1 .003 -5 0 1 0 1 NC 5 NC 1 3 M3 I Hss12X6X6 .090 12 3 .013 0 z 3 221.388 323.798 59.861 102.828 1...H1-lb 19 5 max 0 5 , 0 1 0 1 2.335e-3 3 NC 1 NC 1 20 min 0 1 0 1 0 1 0 1 NC 1 NC 1 3 0 1 NC 5 NC 3 Envelope Member Section Forces 21 M3 1 max 0 5 0 5 .238 -1.057e-3 3 NC 1 NC 1 Member Sec Axialikl LC y Shear[k] LC z Shearik) LC Torque[k-ft)LC v-v Mome...LC z-z Mome...LC 23 2 max 0 5 -.012 5 .388 3 0 1 NC 5 1923.513 3 1 M1 1 max .961 1 -.016 5 0 1 1 0 1 0 1 0 1 , 24 min 0 1 -.02 1 0 1 -1.057e-3 3 , NC 1 NC 1 2 min .576 5 -.026 1 -.26 3 0 1 , 0 1 0 1 25 3 max 0 1 -.017 5 .448 3 0 1 NC 5 1370.503 3 3 2 ,max .84 1 -.016 5 0 1 0 1 0 1 .146 1 26 min 0 1 -.029 1 0 1 -1.057e-3 3 NC 1 NC 1 4 mm , .504 5 , -.026 1 -.26 3 0 , 1 -1.432 3 .087 . 5 27 4 max 0 1 -.012 5 .388 3 0 1 NC 5 1923.513 3 5 3 max .72 1 -.016 5 0 1 0 1 0 1 .291 1 28 min' 0 5 -.02 1 0 1 -1.057e-3 3 NC 1 NC 1 6 mm .432 5 -.026 1 -.26 3 0 1 -2.865 3 .175 5 29 5 max 0 1 0 5 .238 3 0 1 NC 5 NC 3 7 4 max .12 1 -.048 5 .456 3 0 , 1 0 1 -.265 5 30 mm 0 5 0 1 0 1 -1.057e-3_ 3 NC 1 NC 1 1 8 mm .072 5 -.08 1 0 1 1 0 I 1 -2.507 3 -.442 , 1 9 5 max 0 1 -.048 5 .456 3 0 1 0 1 0 1 10 mm 0 1 -.08 1 0 1 0 1 0 1 0 1 11 M2 1 ,max .961 1 .026 1 0 1 0 1 0 1 0 1 12 mm .576 5 .016 5 -.26 3 0 1 0 1 0 1 13 , 2 max .84 1 .026 1 0 1 0 1 0 1 -.087 5 14 mm .504 5 .016 5 -.26 3 0 1 -1.432 3 -.146 1 15 3 max .72 1 .026 1 0 1 0 1 0 1 -.175 5 16 min .432 5 .016 5 -.26 3 , 0 1 -2.865 3 -.291 1 17 4 max .12 1 .08 1 .456 3 0 , 1 0 1 .442 1 18 min ,072 5 .048 5 0 1 0 1 -2.507 3 .265 5 19 5 max 0 1 .08 1 .456 3 0 , 1 0 1 0 1 20 mm 0 1 .048 5 0 1 0 1 0 1 0 1 21 M3 1 max -.032 5 .48 1 0 1 0 1 0 1 1.014 1 22 min . -.054 1 .288 5 -.714 3 0 1 0 1. .608 5 23 2 max -.032 5 .24 1 0 1 0 1 0 1 -.688 5 24 _ min '-.054 . 1 .144 5 -.357- 3 0 1 -3.213 3 -1.146 1 RISA-3D Version 8.1.0 [0:18YA\drawings12009109215\dwg\Calcs\09215.r3dj Page 3 RISA-3D Version 8.1.0 [0:\BYA\drawings\2009109215\dwg\Calcs109215.r3d] Page 4 \--.. \.,^\ x -173 Tig —TT() M3 M5 .N2 1,15 'N9 N v Ai 444 AB Brad Young &Associates TT Ultimate Electronics-Tigard Apr 9, 2010 at 1:10 PM r. -- 09215 09215-2.r3d Company : Brad Young&Associates Apr 9,2010 Company : Brad Young&Associates Apr 9,2010 Designer : TT 2:08 PM Designer : TT 2:08 PM Job Number : 09215 Ultimate Electronics-Tigard Checked By: Job Number y : 09215 Ultimate Electronics•Tigard Checked By: Global Joint Coordinates and Temperatures(Continued) :Display Sections for Member Calcs ,5 7 _ Label_ X[ft] Y jftj____ ___Z_jta Temp IF) ___Detach From Diap._ rMax Internal Sections for Member Calcs 97 F9 I N10 1 29 I 22 I 0 I 0 I Include Shear Deformation Yes Include Warping Yes Area Load Mesh(inA2) 144 Joint Boundary Conditions Merge Tolerance(in) .12 u Joint Label X[k/in] Y[k/in] Z[Win] X Rot.[k-ft/rad] Y Rot.[k-ft/radl Z Rot.[k-WradL Footing P-Delta Analysis Tolerance 0.50% 1 N1 Reaction Reaction Reaction Vertical Axis Y 2 N4 Reaction Reaction Reaction 3 N3 Reaction Reaction Hot Rolled Steel Code AISC:ASD 13th 4 N6 Reaction Reaction Cold Formed Steel Code AISI 01:ASD 5 N8 Reaction Reaction Reaction Wood Code NDS 2005:ASD 6 N10 Reaction Reaction Wood Temperature <100F - Concrete Code ACI 2005 Masonry Code MSJC 05/IBC 06 ASD Basic Load Cases Number of Shear Regions 4 BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me...Surface(... Region Spacing increment(in) 4 1 Dead Load DL I -1 2 Biaxial Column Method PCA Load Contour 2 Roof Live Load RLL 2 Parme Beta Factor(PCA) .65 3 Seismic EL 2 Concrete Stress Block Rectangular 4 Snow SL _ 2 I Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Load Combinations Description Solve PDelta S...BLC Factor BLC Fac... BLC Fac... BLC Fac..BLC Fac..BLC Fac...BLC Fac...BLC Fac... Hot Rolled Steel Properties 2 IBC 16-8 Yes Y DL 1 2 IBC 16-10(a) Yes Y DL 1 RLL 1 _ , Label E[ksil G[ksil Nu Therm(\1E5 F Densityjk/ft"31 Yieldlksil 3 IBC 16-10(b) Yes Y DL 1 SL 1 11 I A500 46 I 29000 I 11154 I .3 1 .65 1 .49 I 46 I 4 IBC 16-12(b) Yes Y DL 1 EL .7 P I _5 'IBC 16-13(b) Yes Y DLI 1 EL .525 RLL .75 I I 1 1 6 IBC 16-13(d) Yes Y DLI 1 EL .525 SL .75 Hot Rolled Steel Section Sets 7 IBC 16-15 Yes Y DLI .6 EL .7 Label Shape Type Design List Material Design Rules A[in2] lyy[in4] Izz 8n4] J[in4] 1 column HSS6X6X5 Column Tube A500 46 Typical 6.42 34.267 34.267 55.362 Load Combination Design 2 beam HSS12X8X6 Beam Tube A500 46 Typical 11.755 72.884 214.969 178.15 Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Masonry Footings 1 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes Yes Hot Rolled Steel Design Parameters 2 IBC 16-10(a) 1.25 Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-10(b) 1.15 Yes Yes , Yes Yes Yes Yes Yes Label Shape Length... Lbvy[ftj Lbzz[ft]Lcomp to...Lcomp bo... Kvy Ku Cm-yy Cm-zz Cb v sway_z sway Function 4 IBC 16-12(b) 1.6 Yes Yes Yes Yes Yes Yes Yes 1 I M1 column 22 1 1 Lateral 5 ,IBC 16-13(b) 1.6 Yes Yes Yes Yes Yes Yes Yes 2 M2 column 22 1 1 Lateral 6 IBC 16-13(d) 1.6 Yes Yes Yes Yes Yes Yes Yes 3 M3 beam 14.5 .65 .65 Lateral 7 IBC 16-15 1.6 Yes Yes Yes Yes Yes Yes Yes 4 M4 column 22 1 1 Lateral 5 M5 _ beam 14.5 _.65 .65 _ Lateral Member Point Loads Joint Coordinates and Temperatures Member Label Direction Magnitude[k.k-ft] Location[ft.%] Label X[ft] Y fft] Z[ft] Temp 1F1 Detach From Dim.. I No Data to Print... 1 N1 0 0 0 0 2 N2 0 14 0 0 1 Joint Loads and Enforced Displacements 3 N3 0 22 0 0 4 N4 14.5 0 0 0 I Joint Label L.D.M Direction Magnitude[(k.k-ft).(in.rad).(1(•s^2/ft... 5 N5 14.5 14 0 0 No Data to Print... 6 N6 14.5 22 0 0 I 7 N8 29 0 0 0 8 N9 29 • 14 0 0 I RISA 3D Version 8.1.0 [O:\BYA\drawings12009\09215\dwg\Calcs\09215-2.r3dj Page 1 RISA-3D Version 8.1.0 [O:\BYA\drawings\2009\092151dwg\Calcs109215-2.r3dj Page 2 Company : Brad Young&Associates Apr 9,2010 Company : Brad Young&Associates Apr 9,2010 Designer : TT 2:08 PM Designer : 17 2:08 PM Job Number : 09215 Ultimate Electronics-Tigard Checked By: Job y: Number : 09215 Ultimate Electronics-Tigard Checked By: Envelope Joint Displacements(Continued) Member Distributed Loads(BLC 1:Dead Load) Joint x fins LC Y tinl LC_ Z tint LC X Rotation.,.LC Y Rotation.,.LC Z Rotation...LC Member Label Direction Start MagnitudejWft,d.,End Magnitude(k/ft,d... Start Location[ft%j End Location ft°/sj_, 16 I I min 0 7 -.006 2i 0 , 1 -7.788e-4 4 0 1 6.042e-4 I 7 1 r 1 M3 Y -.804 -.804 0 0 17 N10 Amax 0 7 -.004 7 0 4 0 1 1.221e-3 4 _-2.924e-4 7 12 M5 I Y ( I I -,804 -.804 0 0 18 I min 0 2 -.007 2 0 1 1 -2.097e-3 41 0 1 -5.22e-4 2 Member Distributed Loads(BLC 2:Roof Live Load) Member Label Direction Start Magnitude[k/ft,d..End Magnitude[Wft,d... Start Locationfft,°,6] End Locationtft,%j Envelope AISC 13th ASD Steel Code Checks 1 M3 Y -.06 -.06 0 0 Member Shave Code C...Loc[ftj LC Shear...Loc[ftlDir LC Pnc/om[kt PnVom[k]Mnyv/om,.Mnzz/om...Cb Eon 2 M5 Y -.06 -.06 0 0 1 M1 HSS6X6X5 .165 13.979 4 .007 14.208 y 2 73.468 176.828 31.176 31.176 1...H1-1b 2 M2 HSS6X6X5 .293 13.979 5 .011 14.208 z 4 73.468 176.828 31.176 31.176 1 H1-la Member Distributed Loads(BLC 3:Seismic) 3 M3 HSS12X6X6 .205 14.5 5 .064 14.5 y 5 281.84,323.798 59.861 102.828 2...H1-lb Member Label Direction Start Magnitude[W .. ft,dEnd Magnitudefk/ft,d... Start Location[ft,%1 End Location[ft,%] 4 M4 HSS6X6X5 .165 13.978 4 .007 14.208 v 2 73.468 176.828 31.176 31.176 1.••H1-lb 1 M3 Z 085 .085 I 0 0 5 M5 HSS12X6X6 .205 0 I 5 I .064 10 I y 5 281.84 323.798 59.861 ,102.828 2.-H1-1 b 2 M5 Z .085 .085 I 0 0 Member Distributed Loads(BLC 4:Snow) Envelope Member Section Forces Member Label Direction Start Magnftude[Wft.d..End Magnitude[Wft.d... Start Location�ft°h] End Location[ft.°hj Member Sec Axial[kl LC y Sheartk].LC z Shear[k] LC Torauefk-ft LC y-y Mome...LC z-z Mome...LC 1 M3 Y -.06 -.06 0 0 1 M1 1 .max 5.894 2 -.064 7 0 1 0 1 0 1 0 1 2 MS Y 06 06 0 0 2 min 3.321 7 -.114 2 -.182 4 0 1 0 1 0 1 3 2 max 5.774 2 -.064 7 , 0 1 0 1 0 1 .625 2 4 min. 3,249 7 -.114 2 -.182 4 0 1 -1.002 4 .35 7 Envelope Joint Reactions 5 3 max 5.654 2 -.064 7 0 1 0 1 0 , 1 1.25 2 6 min 3,177 7 -.114 2 -.182 4 0 1 -2.005 4 .7 7 Joint X[kJ LC Y[k] LC Z[k] LC MX Jk-ft] LC MY[it-ft] LC MZ[k-ft] LC 7 4 max .12 1 -.193 7 .284 4 0 1 0 1 -1.063 7 1 N1 max .114 2 5.894 2 0 1 0 1 0 1 0 1 8 min .072 7 -.345 2 , 0 1 0 1 -1.564 4 -1.898 2 2 min .064 7 , 3.321 7 -.175 7 0 1 0 1 0 1 9 5 max 0 1 -.193 7 .284 4 0 1 0 1 0 1 3 N4 max 0 4 15.869 2 0 1 0 1 0 1 0 1 10 ,min 0 1 -.345 2 0 1 0 1 0 1 0 1 4 min 0 7 8.908 7 -.257 7 0 1 0 1 0 1 11 M2 1 max 15.869 2 0 1 0 1 0 1 0 1 0 1 5 ' N3 max -.193 7 , 0 1 0 1 0 11 0 1 0 l 1 12 mfn 8.908 7 0 1 -.283 4 0 1 0 _ 1 0 1 6 min -.345 2 0 1 -.284 4 0 1 1 0 1 0 1 13 2 max. 15.749 2 0 1 0 1 0 1 0 1 0 1 7 N6 max 0 7 0 1 0 1 0 1 0 1 0 1 14 min 8.836 7 0 . 1 , -.283 4 0 1 -1.557 4 0 1 8 mfn 0 4 0 1 -.564 4 0 1 0 1 0 1 15 , 3 max 15.628 2 0 1 0 1 0 1 0 1 0 1 9 N8 max -.064 7 , 5.894 2 0 1 0 1 0 1 0 1 16 mfn 8.764 7 , 0 1 -.283 4 0 1 -3113 4 0 1 10 min -.114 2 3.321 7 -.175 7 0 1 0 1 0 1 17 4 max, .12 1 0 1 .564 4 0 1 0 1 0 1 11 N10 max .345 2 0 1 0 1 0 1 0 1 0 1 18 mfn, .072 7 0 1 0 1 0 1 -3.105 4 0 1 12 min .193 7 0 1 -.284 4 0 1 0 1 0 1 19 5 max 0 1 0 1 .564 4 0 1 0 1 0 1 13 . Totals: max 0 2 27.658 2 0 1 20 min 0 1 0 1 0 1 0 1 0 1 0 1 14 min 0 5 15.551 7 -1,725 7 21 M3 1 max -.13 7 , 5.414 2 0 1 .277 4 0 1 4.352 2 22 min -.232 2 3.033 7 -.458 4 0 1 0 1 2.438 7 23 2 max -.13 7 2.137 2 0 1 .277 4 0 1 -5.228 7 Envelope Joint Displacements 24 m[n -.232 2 1.197 7 -.242 4 0 1 -t269 4 -9,333 2 Joint X[fn] LC Y[in] LC Z[in] LC X Rotation...LC Y Rotation...LC Z Rotation...LC 25 3 max 13 7 639 7 0 1 .277 4 , 0 1 6.24 7 1 N1 max 0 7 0 7 0 7 1.81e-3 4 0 1 5.353e-4 2 26 mfn -.232 2 -1.14 2 -.027 4 0 1 -1.757 4 -11.14 2 2 min 0 2 0 2 0 1 0 1 -1.221e-3 4 2.998e-4 7 27 4 max -.13 7 -2.474 7 .191 7 .277 4 0 , 1 -.598 7 3 N2 max 0 7 -.004 7 .16 4 0 1 0 1 -6.042e-4 7 , 28 mfn -.232 2 -4.417 2 0 1 0 1 -1.462 4 -1.067 2 . 4 min 0 2 -.006 2 0 1 -7.788e-4 4 -1.221e-3 4 -1.079e-3 2 29 5 max 13 7 4.31 7 .407 7 , 277 4 0 1 20.884 2 5 N3 max 0 2 004 7 0 4 0 1 0 1 5.22e-4 2 30 min -.232 2 -7.694 2 0 1 0 1 -.386 4 11.699 7 6 min 0 7 -.007 2 0 1 -2.097e-3 4 -1.221e-3 4 2.924e-4 7 31 M4 1 max 5.894 2 .114 2 0 1 0 1 0 1 0 1 7 N4 max 0 7 0 7 0 7 2.949e-3 4 0 7 0 4 32 min 3.321 7 .064 7 -.182 4 0 1 0 1 , 0 1 8 min 0 4 0 2 0 1 0 1 0 1 0 7 33 2 max 5.774 2 .114 2 0 1 0 1 0 1 -.35 7 9 N5 max 0 7 -.01 7 .272 4 0 1 0 7 0 7 34 min 3.249 7 .064 7 -.182 4 0 1 -t002 4 -.625 2 10 min 0 5 -.018 2 0 1 -1,07e-3 4 0 1 0 4 35 3 max 5.654 2 .114 2 0 1 0 1 0 1 -.7 7 11 N6 max 0 4 01 7 0 4 0 1 0 7 0 7 36� ' min 3.177 7 .064 7 -,182 4 0 1 -2.005 4 -1.25 . 2 12 min 0 7 -.018 2 0 1 -3.687e-3 4 0 1 0 5 37 4 max .12 1 , .345 2 .284 4 0 1 0 1 1.898 2 13 N8 max 0 2 0 7 0 7 1.81e-3 4 1.221e-3 4 -2.998e-4 7 38 min .072 7 .193 ' 7 0 , 1 0 , 1 -1564' 4 1.063 7 14 min 0 7 0 2 0 1 0 1 0 ' 1 -5.353e-4 2 39 5 max 0 1 .345 2 .284 4 0 1 0 1 0 1 15 N9 max 0 2 -.004 7 .16 4 0 1 1.221e-3 4 1.079e-3 2 40, mfn 0 1 ,193 7 0 1 0 1 0 1 0 1 41 M5 1 max -.13 7 7.694 2 0 1 0 1 0 1 20.884 2 RISA 3D Version 8.1.0 [O:\BYA\drawings\2009\092151dwg\Calcs\09215-2.r3d] Page 3 RISA-3D Version 8.1.0 [O:\BYA\drawings12009\09215\dwg\Calcs\09215-2.1-3d] Page 4 tv Company : Brad Young&Associates Apr 9,2010 Company : Brad Young&Associates Apr 9,2010 Designer : TT 2:08 PM Designer : TT 2:08 PM Job Number : 09215 Ultimate Electronics-Tigard Checked By: Job Number : 09215 Ultimate Electronics-Tigard Checked By: Envelope Member Section Forces(Continued) Envelope Member Section Deflections(Continued) MemberSec Axiaykl LC _y Shearfkl LC z Sheartkl _LC Tort uefk_ft)LC y-v Mome. c z-z Mome...LC Member Sew xJJnj LC y_[inj LCz.[ig]_ LC x Rotate_[r.._,LC (n)Uy Ratio LC (n)L/z Ratio,LC_ 42 1 _min( -232 2 4.31 17S -.407 7 ,___,-.277 4 -.386 4 11.699 7 45 1 3 max! 0 2 ' -.036 7 .248 1 4 i 0 11 5938.412 7 5412.8231 4 43 1 2 maxi -.13 7 4.417__. 2 ' 0 1 0 1 0 11 -.598 7 46 I min 0 7 -.064 2 0 1 1 -9.243e-4 4 3326,562 2 NC l 1 44 min -.232 2 2.474 7 -.191 7 -.277 4 -1.462 4 -1,067 2 47 I 4 max 0 12 -.028 7 .21 4 0 1 7512,244 7 7719.2411 4 ' 45 i 3 'max -.13 7 , 1.14 2 .027 4 0 1 0 1 -6.24 7 48 min 0 [Ti -.051 2 0 J1-8,516e-4 4 4208.187 2 NC 1 46 I min -.232 2 .639 7 0 1 , -.277 4 -1.757 4 -11.14 2 49 5 max 0 2 I -.004 7 .16 4 0 1 NC 7 NC i 4 47 4 max -.13 7 -1.197 7 .242 4 0 1 0 1 -5.228 7 I 50 _ min I 0 7 I -.006 2 0 1 -7.788e-4 4 NC 2 NC I 1 i 48 min -.232 2 -2.137 2 0 1 -.277 4 -1.269 4 -9.333 2 49 5 Imax -.13 7 -3.033 7 .458 4 0 1 0 1 4.352 2 50 I min_ -.232 2 -5.414 2 0 1 -.277 4 0 1 2.438 7 Envelope Member Section Deflections Member Sec x fin] LC y[in) LC z finl LC x Rotate[r... LC (n)Uy Ratio LC In)Uz Ratio LC _1 M1 1 max 0 1 0 _1 0 1 0 1 NC 1 NC 1 2 min 0 1 0 1 0 1 -1.221e-3 4 NC 1 NC 1 3 2 max, -.001 7 .03 2 .111 4 _ 0 1 8779.381 2 2378.32 4 4 min -.003 2 .017 7 0 1 -1.221e-3 4 NC 7 NC 1 5 3 max -.003 7 .027 2 .169 4 0 1 9684.383 2 1559.63 4 6 min -.005 2 .015 7 . 0 1 -1,221e-3 4 NC 7 NC 1 7 4 max -.004 7 -.01 7 .125 4 0 1 NC 7 2107.194 4 8 min -.006 2 -.018 2 0 1 -1.221e-3 4 NC 2 NC 1 9 5 max -.004 7 0 1 0 1 0 1 NC 1 NC 1 10 min -.007 2 0 1 0 1 -1.221e-3 4 NC 1 NC 1 11 M2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 12 min • _1 0 0 0 N 1 N 1 13 2 max -.004 7 0 1 .182 4 0 1 NC 1 1454.1 4 14 min -.007 2 0 1 0 1 0 1 NC 1 NC 1 15 3 'max -.008 7 0 1 .281 4 0 1 NC 1 938.721 4 16 1 min -.014 2 0 1 0 1 0 1 NC 1 NC 1 17 4 max -.01 7 0 1 .217 4 0 1 NC 1 1215.184 4 18 min -.018 2 0 1 0 1 0 1 NC 1 NC 1 19 5 max -.01 7 0 1 0 1 , 0 1 NC 1 NC 1 0 _ u' 0 : _ 0 0 1 0 N 21 M3 1 max 0 7 -.004 7 .16 4 0 1 NC 7 NC 4 22 min 0 2 -.006 2 0 1 -7.788e-4 4 NC .2 NC 1 23 2 max 0 7 -.028 7 .21 4 0 1 7512.244 7 7719.241 4 24 min 0 2 -.051 2 0 1 -8.516e-4 4 4208.187 2 NC 1 25 3 max 0 7 -.036 7 .248 4 , 0 1 5938.412 7 5412.823 4 26 min 0 2 -.064 2 0 1 ,-9.243e-4 4 3326.562 2 NC 1 27 4 max 0 7 -.023 7 .267 4 0 1 NC 7 7379.808 4 28 min 0 2 -.041 2 0 1 -9.97e-4 4 6617.399 2 NC 1 29 5 max 0 1 -.01 7 .272 4 _ 0 1 NC _7 NC 4 30 'n I -.01: 2 0 1 -1.07e-3 4 NC 2 NC 1 31 M4 1 max 0 1 , 0 1 0 1 1.221e-3 4 NC 1 NC 1 32 min 0 1 . 0 1 0 1 0 1 NC 1 NC 1 , 33 2 max -.001 7 -.017 7 .111 4 1.221e-3 4 NC 7 2378.32 4 34 min -.003 2 , -.03 2 0 1 0 1 8779.381 2 NC 1 35 3 max -.003 7 -.015 7 .169 4 1.221e-3 4 NC 7 1559.63 4 36 min -.005 2 -.027 2 0 1 0 1 9684.383 2 NC 1 37 4 max -.004 7 .018 2 .125 4 1 221e-3 4 NC 2 2107.194 4 38 min -.006 2 .01 7 0 1 0 1 NC 7 NC 1 39 5 max -.004 7 0 1 0 1 1.221 e-3 4 NC 1 NC 1 40 min --.007 2 0 1 0 1 0 1 NC 1 N 1 41 M5 1 max 0 1 -.01 7 .272 4 0 1 NC 7 NC 4 4 ,'n 0 1 -.018 0 1 -1.07e-3 4 N 2 N 43 2 max 0 2 , -.023 7 .267 4 0 1 NC 7 7379.808 4 44` min 0 _ 7 -.041 2 0 1 -9.97e-4 4 6617.399. 2 NC 1 RISA-3D Version 8.1.0 [O:\BYA\drawings12009\09215\dwg\Caics\09215-2.r3d[ Page 5 RISA-3D Version 8.1.0 [0:\BYA\drawings\2009\09215\dwg\Caics\09215-2.r3d1 Page 6 lsi - _ TY NCO( -17-13 —*rig M5 M3 .N8 112 cs, 447 411 414 Brad Young &Associates TT Ultimate Electronics-Tigard May 6, 2010 at 1:13 PM c"` 09215 09215-3.r3d Company : Brad Young&Associates May 6,2010 Company : Brad Young&Associates May 6,2010 Designer : TT 1:13 PM Designer : TT 1:13 PM Job Number : 09215 Ultimate Electronics-Tigard Checked By: Job Number : 09215 Ultimate Electronics-Tigard Checked By: Global Joint Coordinates and Temperatures(Continued) Display Sections for Member Calcs 5 Label X[ft] Y[ftJ Z[ft] Temp IF] Detach From Diap... Max Internal Sections for Member Calcs 97. 19 I N9 I -9 I 22 I 0 I 0 I I Include Shear Deformation Yes Include Warping Yes Area Load Mesh(in^2) 144 Joint Boundary Conditions Merge Tolerance(in) .12 u Joint Label X[kiln] Y[kiln] Z Ik/in[ X Rot.[k-ft/rad] Y Rot.[k-ft/radl Z Rot.[k-ft/rad_ Footing P-Delta Analysis Tolerance 0.50% 1 N1 Reaction Reaction Reaction Vertical Axis Y 2 N4 Reaction Reaction Reaction 3 N3 Reaction Reaction Hot Rolled Steel Code AISC:ASD 13th 4 N6 Reaction Reaction Cold Formed Steel Code AISI 01:ASD 5 N7 Reaction Reaction Reaction Wood Code NDS 2005:ASD 6 N9 Reaction Reaction Wood Temperature <100F - Concrete Code ACI 2005 Masonry Code MSJC 05/IBC 06 ASD Basic Load Cases Number of Shear Regions 4 BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me...Surface(.,, Region Spacing Increment(in) 4 1 Dead Load DL -1 Biaxial Column Method PCA Load Contour 2 Roof Live Load RLL Parme Beta Factor(PCA) .65 3 Seismic EL 2 Concrete Stress Block Rectangular Use Cracked.Sections Yes Bad Framing Warnings No Load Combinations Unused Force Warnings Yes Description Solve PDelta S...BLC Factor BLC Fac... BLC Fac... BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac... 1 IBC 16-8 Yes Y DL 1 , I Hot Rolled Steel Properties 2 IBC 16-12(b) Yes- Y DL 1 RLL 1 3 IBC 16-12(b) Yes Y DL 1 EL .7 Label E tksil G[ksil Nu Therm 81E5 F) Density[k/ft^3] Yield[ksi] 4 IBC 16-13(b) Yes Y DL, 1 EL .525 RLL .75 I 1 I A500 46 I 29000 I 11154 I .3 I .65 I .49 I 46 I 5 IBC 16-15 Yes Y DL .6 _ EL .7 Hot Rolled Steel Section Sets Load Combination Design Label Shape Type Design List Material Design Rules A(in21 lw[in4] lzz lin41 J[in4] Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Masonry Footings 1 column IHSS6X6X5 Column Tube A500 46 Typical 6.42 34.267 34.267 55.362 1 IBC 16-8 .9 Yes _ Yes , Yes Yes Yes Yes Yes 2 beam INSS12X6X6 Beam Tube A500 46 Typical 11.755 ' 72.884 _214.969_ 178.15 2 IBC 16-10(a) 1.25 Yes Yes Yes Yes Yes Yes Yes , 3 IBC 16-12(b), 1.6 _ Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-13(b) 1.6 Yes Yes Yes Yes Yes Yes Yes Hot Rolled Steel Design Parameters 5 I IBC 16-15 1.6 Yes Yes Yes _ Yes Yes Yes Yes Label Shape Length...Lbyy[ft] Lbzz[ftl_Lcomp to...Lcomp bo.. Kw Kzz Cm-yy Cm-zz Cb y sway z sway Function 1 M1 column 22 1 1 Lateral Member Point Loads 2 M2 column 22 1 1 Lateral 3 M3 beam 24 .65 .65 Lateral Member Label Direction Magnitude[k.k-ftl Location[ft%] 4 - M4 column 22 1 1 Lateral I No Data to Print... 5 M5 beam 9 .65 .65 Lateral Joint Loads and Enforced Displacements Joint Coordinates and Temperatures Joint Label L.D,M Direction Maanitude[(k,k-ft),(in,rad),(k*s^2/ft.., Label X[ft] Y[ft] Z.[ft] Temp[F] Detach From Diap... I No Data to Print... I 1 N1 0 0 0 0 2 N2 0 14 0 0 I 3 N3 0 22 0 0 , Member Distributed Loads(BLC 3:Seismic) 4 N4 24 0 0 0 I Member Label Direction Start Magnitude[kift,d.,End Magnitude[k/ft,d,.. Start Location[ft,%] End Location[ft.%] 5 N5 24 14 0 0 1 M3 Z .085 .085 0 0 6 N6 24 22 0 0 I 2 M5 Z .085 .085 0 0 7 N7 -9 0 0 0 8 N8 -9 14 _ 0 0 1 RISA-3D Version 8.1.0 [0:1 BYA\drawings\2009\092151dwg1Calcs\09215-3.r3d] Page 1 RISA-3D Version 8.1.0 [O:\BYA\drawings12009109215 1dwg\Calcs109215-3.r3d] Page 2 • Company : Brad Young&Associates May 6,2010 Company : Brad Young&Associates May 6,2010 Designer : TT 1:13 PM Designer : TT 1:13 PM Job Number : 09215 Ultimate Electronics-Tigard Checked By: Job Number : 09215 Ultimate Electronics-Tigard Checked By: Envelope Member Section Forces(Continued) Envelope Joint Reactions Member Sec Axial[k]LC y Shea...LC z Shear[k] LC Torque[k-ft] LC y-y Moment... LC z-z Moment[k-ftl LC Joint X fkl LC Y tk] LC Z[kl LC MX[k-ft] LC MY[k-ftl LC MZ fk-ft] LC 7 4 max .12 1 -.022 5 .684 3 0 1 0 1 -.122 5 1 N1 max .008 1 1.366 1 0 1 0 1 0 1 0 1 8 min .072 5 -.037 1 0 1, 0 1 -3.764 3 -.204 1 2 min .005 5 .82 5 -.323 5 0 1 0 1 0 1 9 5 max 0 1 -.022 5 .684 3 0 1 0 1 0 ,1 3 N4 max -.014 5 .911 1 0 1 0 1 0 1 0 1 10 min 0 1 -.037 1 0 1 0 1 0 1 0 1 4 min -.023 1 .547 - 5 -.26 5 0 1 0 1 0 1 11 M2 1 max .911 1 .023 1 0 11 0 1 0 1 0 1 5 N3 max -.022 5 0 1 0 1 0 1 0 1 0 1 12 min .547 5 .014 5 -.261 3 0 1 0 1 0 1 6 min, -.037 1 0 1 -.684 3 0 1 0 1 0 1 13 _2 max .791 1 .023 1 0 1 0 1 0 1 -.076 5 7 N6 max .058 1 0 1 0 1 0 1 0 1 0 1 14 min, ,475 5 .014 5 -.261 3 0 1 -1.437 3 -.127 1 8 min .035 5 0 1 -.448 3 0 1 0 1 0 1 15 3 max .671 1 .023 1 0 1 0 1 0 1 -.153 15 9 N7 max -.002 5 .485 1 0 1 0 1 0 1 0 1 16 min .402 5 .014 5 -.261 3 0 1 -2.873 3 -.255 11 10 min -.003 1 .291 5 -.129 3 0 1 0 1 0 1 17 4 pax .12 1 .058 1 .448 3 0 1 0 1 .32 1 11 N9 max -.002 5 0 1 0 1 0 1 0 1 0 1 18 min .072 5 .035 5 0 1 0 1, -2.465 3 .192 5 12 min -.003 1 0 1 -.121 3 0 1 0 1 0 1 19 5 max 0 1 .058 1 .448 3 0 1 0 1 0 1 13 Totals: max 0 5 2.762 1 0 1 20 min 0 1 .035 5 0 1 0 1 0 1 0 1 14 min 0 1 1,657 5 -1.963 5 21 M3 1 max -.021 5 .53 1 0 1 0 1 .163 5 1.978 1 22 min -.035 1 ,318 5 -.721 5 -.071 3 0 1 1.187 5 23 2 max -.021 5 .29 1 0 1 0 1 0 1 -.287 5 Envelope Joint Displacements 24 min -.035,1 .174 5 -.364 5 -.071 3 -3.093 3 -.479 1 LC Z inl LC X Rotation...LC Y Rotation..LC Z Rotation...LC 25 3 max -.021 5 .05 1 0 1 0 1 0 1 -.898 5 Joint X lint LC Y fin] [ 26 min -.035 1, .03 5 -.007 5 -.071 3 -4.204 3 -1.496 1 1 N1 max 0 5 0 5 0 5 3.435e-3 3 0 1 2.457e-5 1 27 4 max -.021 5 -.114 5 .35 3 0 1 0 1 -.644 5 2 min 0 1 0 1 0 1 0 1 -1.961e-3 3 1.475e-5 5 28 min -.035 1. -.19 1 0 1 -.071 3 -3.173 3 -1.074 1 3 N2 max .002 1 0 5 .32 3 0 1 0 1 -5.48e-5 5 29 5 max -.021 5 -.258 5 .707 3 0 1 0 1 .789 1 4 min .001 5 -.001 1 0 1 -1.193e-3 3 -1.961e-3 3 -9.133e-5 1 30 min -.035 1 -.43 1 0 1 071 3 0 1 .474 5 5 N3 max 0 1 0 5 0 3 0 1 0 1 8.027e-5 1 31 M4 1 max .485 1 .003 1 0 11 0 1 0 1 0 1 6 min 0 5 -.001 1 0 1 -4.366e-3 3 -1.961e-3 3 4.814e-5 5 32 1 min .291 5 .002 5 -.129 13 0 1 0 1 0 1 7 N4 max 0 1 0 5 0 5 2.639e-3 3 ,2.578e-3 3 -7.374e-5 5 33 2 max .365 1 .003 1 0 1 0 1 0 1 -.01 5 8 min 0 5 0 1 0 1 0 1 0 1 -1.229e 4 1 34 min .219 5 .002 5 -.129 3 0 1 -.711 3 -.016 1 9 N5 max .002 1 0 5 .237 3 0 1 2.578e-3 3 2.059e-4 1 35 3 max .244 1 .003 1 0 1 0 1 0 1 -.019 5 10 min .001 5 0 1 0 1 -1.07e-3 3 0 1 1.236e-4 5 36 min .147 5 .002 5 -.129 3 0 1 -1.423 3 -.032 1 11 N6 max 0 5 0 5 0 3 0 1 2.578e-3 3 -3.819e-5 5 37 4/nom .12 1 -.002 5 .121 3 0 1 0 1 -.011 5 12 min 0 1 0 1 0 1 -3.148e-3, 3 0 1 -6.361e-5 1 38 min .072 5 -.003 1 0 1 0 1 -.666 3 -.018 1 13 N7 max 0 1 0 5 0 3 1.192e-3 3 0 1 -1.653e-5 5 39 5 pax 0 1 -.002 5 .121 3 0 1 0 1 0 1 14 min 0 5 0 1 0 1 0 1 -2.158e-3 3 -2.757e-5 1 40 min 0 1 -.003 1 0 1 0 1 0 1 0 1 15 N8 max .002 1 0 5 .098 3 0 1 0 1 1.399e-5 1 41 M5 11 max 16 min .001 5 0 1 0 1 -6.441e-4 3 -2.158e-3 3 8.39e-6 5 004 5 .004 1 0 1 .841 3 0 1 -.009 5 17 N9 max 0 1 0 5 0 3 0 1 0 1 2.91e-5 1 42 1 min -.006 1 .002 5 -.25 3 0 1 0 1 -.015 1 18 min 0 5 0 1 0 1 -1.206e-3 3 -2.158e-3 3 1.744e-5 5 43 2 max -.004 5 052 5 0 1 .841 3 0 1 .077 (1 44 I min -.006 1 -.086 1 -.116 3 0 1 -.412 3 .046 5 45 3 max -.004 5 -.106 5 .018 5 .841 3 0 1 .372 1 Envelope AISC 13th ASD Steel Code Checks 46 min -.006 1 -.176 1 0 0 1 3 .223 15 47 4 max -.004 5 -.16 5 0 5 .152 5 .841 3 0 1 .869 1 Member Shape Code...Loc[... LC Shea...Loc[._DirLCPnc/o...Pnt/om... Mnyy/om[k-ft] Mnzzlo..Cb Eon 48 min -.006 1 -.266 1 0 1 0 1 -.332 3 .521 5 1 M1 HSS6X6X5.181 14.2... 3 .014 14.2...z 3 73.468176.828 31.176 31.1761••H1-lb 49 5 max -.004 5 -.214 5 .286 5 .841 3 .163 5 1.568 1 2 M2 HSS6X6X5,132 13.9.. 3 .009 14.2..z 3 73.468,176.828 31.176 31.1761..H1-lb 50 1 min -.006 1 -.356 1 0 11 0 1 0 1 .941 5 3 M3 HSS12X6.. .085 12.5 3 .014 0 z 5 221.388 323.798 59.861 102.828 1..H1-lb 4 M4 Hss6x6x5.061 13.9••• 3 .003 0 z 3 73.468176.828 31.176 31.1761..H1-lb 5 _ M5 HSS12X6.. .018 9 3 .021_ 9 z 3 306.94 323.798 59.861 102.828 2..H1-lb Envelope Member Section Deflections Member Sec x[in] LC y[i] LC z[in] LC x Rotate jr... LC In)Uy Ratio LC In)Liz Ratio LC Envelope Member Section Forces 1 M1 1 max 0 1 0 1 0 11 0 1 NC 1 NC 1 2 min 0 1 0 1 0 1 -1.961e-3 3 NC 1 NC 1 Member Sec Axial[k[ LC y Shea...LC z Shear[k] LC Torque[k-ft] LC y-y Moment...LC z-z Moment[k-ft] LC 3 2 max 0 5 .001 1 .212 3 0 1 NC 1 1247.298 3 1 M1 1 max 1.366 1 -.005 5 0 11 0 1 0 1 0 1 4 min 0 1 0 5 0 1 -1.961e-3 3 NC 5 NC 1 2 min .82 5 -.008 1 -.326 3 0 1 0 1 0 1 5 3 max, 0 5 0 1 .329 3 0 1 NC , 1 802.377 3 3 2 max 1.246 1 -.005 5 0 1 0 1 0 1 .045 1 6 ,min -.001 1 0 5 0 1 1 -1.961e-3 3 NC 5 NC 1 4 min .748 5 -.008 1 -.326 3" 0 1 -1.793 3 , .027 5 7 4 max 0 5 -.002 5 .257 3 0 1 NC 5 1029.071 3 5 3 max 1.126 1 -.005 5 0 1 0 1 0 1 .09 1 8 min -.001 1 -.004 1 0 1 -1.961e-3 3 NC 1 NC 1 6 min .675 5 -.008_1 -.326 3 0 1 -3.585 3 .054 5 9 5 max 0 5 0 1 _ 0 1 0 1 NC _ 1 NC 1 RISA-3D Version 8.1.0 [OA BYAldrawings\20091092151dwg\Calcs\09215-3.r3d] Page 3 RISA-3D Version 8.1.0 [O:\BYA\drawings\2009\09215\dwg\Calcs\09215-3.r3d] Page 4 e3 Company : Brad Young&Associates May 6,2010 Designer : TT 1:13 PM Job Number : 09215 Ultimate Electronics-Tigard Checked By: Envelope Member Section Deflections(Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC In)Lfv Ratio LC fn)Liz Ratio LC 10 min -.001 1 0 1 0 1 -1.961e-3 3 NC 1 NC 1 11 M2 1 max 0 1 0 1 0 1 2.578e-3 3 NC 1 NC 1 12 min 0 1 , 0 1 0 1 0 1 NC 1 NC 1 13 2 max 0 5 -.004 5 .162 3 2.578e-3 3 NC 5 1628.524 3 14 min 0 1 -.007 1 0 , 1 0 1 NC 1 NC 1 15 3 max 0 5 -.004 5 .249 3 2.578e-3 3 NC 5 1061.711 3 16 min 0 1 -.007 1 0 1 0 1 NC 1 NC 1 17 4 max 0 5 .002 1 .187 3 2.578e-3 3 NC 1 1411.347 3 18 min 0 1 0 5 0 1 0 1 NC 5 NC 1 19 5 max 0 5 0 1 0 1 2.578e-3 3 NC 1 NC 1 20 min 0 '1 0 1 0 1 0 1 NC 1 NC 1 , 21 M3 1 max .002 , 1 0 5 .32 3 0 1 NC 5 NC 3 22 min .001 5 -.001 1 0 1 -1.193e-3 3 NC 1 NC 1 23 2 max .002 1 -.008 5 .445 3 0 1 NC 5 1977.938 3 24 min .001 5 -.013 1 0 1 -1.162e-3 3 NC 1 NC 1 25 3 max .002 1 -.013 5 .484 3 0 1 NC 5 1401.914 3 26 min .001' 5 -.021 1 0 1 -1.131e-3, 3 NC 1 NC 1 27 4 max .002 1 -.01 5 .404 3 0 1 NC 5 1962.077 3 28 min .001 5 -.016 1 0 1 -1.101e-3, 3 NC 1 NC 1 29 5 max .002 1 0 5 .237 3 , 0 1 NC 5 NC 3 30 min, .001 5 0 1 0 1 -1.07e-3 3 NC 1 , NC 1 31 M4 1 max 0 1 0 1 0 1 , 0 1 NC 1 NC 1 32 min 0 1 0 1 0 1 -2.158e-3 3 NC 1 NC 1 33 2 max 0 5 -.001 5 .073 3 0 1 NC 5 3630.609 3 34 min 0 1 -:002 1 0 1 -2.158e-3 3 NC 1 NC 1 35 3 max 0 5 -.002 5 .108 3 0 1 NC 5 2444.098 3 36 min 0 1 -.003 1 0 1 -2.158e-3 3 NC 1 NC 1 37 4 max 0 5 -.001 5 .074 3 0 1 NC 5 3568.541 3 38 min 0 1 --.002 1 0 1 -2.158e-3 3 NC 1 NC 1 39 5 max 0 5 0 1 0 1 0 1 NC 1 NC 1 40 min 0 1 0 1 0 1 -2.158e-3, 3 NC 1 NC 1 41 M5 1 max .002 1 0 5 .098 3 0 1 NC 5 NC 3 42 min .001 5 0 1 0 1 -6.441e-4 3 NC 1 NC 1 43 2 max .002 1 0 1 .156 3 0 1 NC 1 NC 3 44 min :001'_` 5 0 5 0 1 -7.813e-4 3 NC 5 NC 1 45 3 max .002 1 0 1 .212 3 0 1 NC 1 NC 3 46` min :001 '5 0 5 0 1`-9.185e-4 3 NC 5 NC 1 47 4 max .002 1 0 1 .267 3 0 1 NC 1 NC 3 48 ,min .001 5 . 0 5 0 1 -1.056e-3 3 NC 5 NC 1 49 5 max .002 1 0 5 .32 3 0 1 NC 5 NC 3 50 min .001 5 -.001 1 0 1 -1.193e-3 3 NC 1 NC 1 RISA-3D Version 8.1.0 [O:1BYAl drawings 120091092151dwg1Caics109215-3.r3d] Page 5 Out of Plane Loads The out of plane forces from the new frame will need to be transferred through a new strut and blocking to the roof diaphragm. Once the load is in the existing diaphragm - the buildings existing sub diaphragm system will transfer the loads as it did before the TI. Please see below for the new diaphragm shear force check. Fstrut := 684.1b Fstrut = 684 lb Fstrut lb vdiaphragm •= 16..E diaphragm = 43 ft There will be a minimum of (20) #12 TEK screws used to transfer the strut forces to the roof deck (assume 20 ga material). The Vscrew Fstrut Vscrew 34 lb OK screw = 20 screw { Vallow 188.lb iv screw Check := if < 1.0,"OK" ,"NOT OK" Vallow f ` • Check = "OK" Alternate -Welding An alternate to the tek screws is to weld the angles to the bottom of the roof deck with 1" x 1/8 fillet welds at 2" o.c. The allowable loading for the welds are stronger than the screws. F [(7o•ksi)•o.6] ( 1 •1.in •1•. weld 2 , � 8 Fweld = 1856.155 lb Each 1" length of weld is good for 1800# BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 5/6/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT Foundation Footing 1 For new footings at Line 1 P TL :_ 25573•lb+961-lb Load from wide flange beam and tube steel frame A := PTL A = 17.689 it 1500.psf use new 3'-0" x 6-6" footing each side of existing footing - check area Af := (3.o•ft•6.5•ft)•2 Af = 39 ft2 A = 0.454 0.454 < 1.0 footing ok Af Use: (2) 3'-0" x 6'-6" footing doweled into the existing footing Footing 2 For new footings at Line 7 PTL := 15869.lb A := TL A = 10.579 it 1500•psf use new 3'-0" x 6'-6" footing each side of existing footing - check area Af := (3.0.ft•6.5.ft)•2 Af = 39 it A = 0.271 0.271 < 1.0 footing ok Af Use: (2) 3'-0" x 6'-6" footing doweled into the existing footing BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 File Name: 09215.mcd 1320 W.Herndon Ave.,Suite 101 Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 33 Item 3: An new 3'-4"x7' door is being added at Line 7. We have installed a C12x20.7 lintel over the new door opening in the existing concrete wall to distribute the minor lateral and vertical forces. The C12x20.7 will distribute the out of plane forces to the adjacent walls over a 12" portion of the wall. Determine the out of plane forces and check the existing wall. Vertical 6 lb wDL := DLroof°2'ft wDL = 54 ft 6 Ib wLL := LLroof°2•ft WLL — 60 ft 6 wSL := sg.roof•Z°I wSL = 7s lb ft Seismic Ss = 0.945 Fa = 1.122 2 Sds := 3•Fa•Ss Sds = 0.707 (22•ft— 7•0 3.33.ft Plintel.seismic .4•Sds•1° DLwall.conc' 2 1° 2 ( Plintel.seismic = 264.807 lb Wind Exposure B V := 100 KZt := 1.0 I := 1.0 KZ := 0.70 Kd := 0.85 qh := 0.00256•KZ•Kzt•Kd•I•V2•psf q h = 15.232 psf GCp —0.9 GCp• := 0.18 Pwind gh.(GCp — GCpi) Pwind = —16.451 psf •(22•ft— 7•ft� 3.33.ft Pwind := I I 2 2 Pwind = 205.426 lb See attached wall design BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 ' 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT Title Block Line 1 Title: Job# Title Block line 1 Title: Job# Dsgnr: You can changes this area Dsgnr: You can changes this area Project Desc.: using the"Settings"menu item Project Desc.; using the"Settings'menu item and then using the'Printing& Pro°ect Notes: and then using selection. 'Printing& Project Notes Title Block'selection. Project Title Block"selection. P,nad.9 PR ZOI O,150PM Title Block Line 6 Pnnted.9 APR 2010,1 50P Title Block Line 6 File:at18Yp1drawings120094092151dwg1Cala1092t5.ec6 File:o:18YAIdrewings12 0 0 910 9 21 51dwg1Celrst0927.ec Concrete Slender Wall ENERCALC,INC.1983-2009,Ver.6.1.00 Concrete Slender Wall ENERCALC,INC.1903-2009,Vs,6.1.00 Lic.#:KW-06004793 License Owner:BRAD YOUNG&ASSOCIATES Lic.#:KW-06004793 License Owner:BRAD YOUNG&ASSOCIATES Description: Wall-Oil of plane Description: Wall-Out of plane General Information Code Ref:ACI 318-05,Sec.14.8 DESIGN SUMMARY Results reported for"Strip Width"of 32.0 in Pc:Concrete 28 day strength = 3.0 ksi Wall Thickness 6.0 in Temp Diff across thickness = deg F Governing Load Combination... Actual Values... Allowable Values... Fy:Reber Yield = 60.0 ksi Reber at wall center Min Allow Out-of-plane Defl Ratio= 150 PASS Moment Capacity Check +0.90D+1.60W Maximum Bending Stress Ratio 0.6963 Ec:Concrete Elastic Mcdulus = 3,122.0 ksi Rebar'd"distance 3.0 in Minimum Vertical Steel% = 0.0020 Max Mu 5.998 k-ft Phi*Mn 8.614 k-ft Fr:Rupture Modulus = 273.86 psi Lower Level Rebar... Max%of p balanced = 0.60 Bar Size # 5 PASS Service Deflection Check D+L+W+S/2 Min.Defl.Ratio 1,520.96 Max Allow Ratio 150 Max Pu/Ag=P c* = 0.060 Bar Spacing 16.0 in Max.Deflection 0.1736 in Clear Ht./Ratio 1.760 in Concrete Density = 144.0 pcf PASS Axial Load Check +1.40D Max Pu/Ag 12.609 psi 0.06*Pc 180.0 psi Design Width for analyse = 32.0 in PASS Reinforcing Limit Check +1.40D Max As/1)d 0.006458 As/bd=0.6*pbal 0.01283 PASS Minimum Moment Check +1.40D Mcracking 4.382 k-ft Minimum Phi Mn 7.734 k-ft One-Story Wall Dimensions Maximum Reactions... for Load Combination.... �� � -' Top Horizontal E Only 693.64 lbs A Clear Height = 22.0 ft a��" � r Base Horizontal E Only 765.91 lbs . .,.. .' e B Parapet hei ht = 2•d ft B �.`'�� �"` . .' " ������' Vertical Reaction D+Lr+Lf 4.912 k 9 F + 4 1 ail Ills, .' Wall Support Condition Top&Bottom Pinned . r V # , Design Maximum Combinations-Moments ' � �� ��x " ��, ^ ���; � �&� Axial Load Moment Values 0.6` Initial Lateral Disp.@Too Support in Load Combination Pu 0.06*Fc*b*t Mcr Mu Phi Phi Mn As As Elf As Ratio Rho:bal 4; .s � r k k kft.... kn kft in^2 In^2 ... �• "iS x +1.40D at 21.27 to 22.00 0.000 12.960 1.64 0.04 0.90 2.90 0.233 0.233 0.0065 0.0128 �� �` ��� ��';',:','.1r,' -'74'.'64 u> +1.20D+0.50Lr+1.60L at 2127 to 22.00 0.000 12.960 1.64 0.05 0.90 2.90 0233 0233 0.0065 0.0128 A + +1.20D+1.60L+0.50S at 2127 to 22.00 0.000 12960 1.64 0.05 0.90 2.90 0233 0233 0.0065 0.0128 r tit` +1.200+1.60Lr+0.501 at 2127 to 22.00 0,000 12.960 1.64 0.09 0.90 2.90 0233 0233 0.0065 0.0128 rtttatnOtti2ce:Vnt.rtit :tttt lrt:it4;44 ,v- +1.20D+1.60Lr+0.80W at 9.53 to 1027 1.411 12960 1.64 1.12 0.88 137 0233 0256 0.0065 0.0128 .Y +1.20D+0.50L+1.60S at 21.27 to 22.00 0.000 12,960 1.64 0.09 0.90 290 0233 0233 0.0065 0.0128 9#191fittig;t:giV214e.1 It40:03 1"t +1.200+1.605+0.80W at 953 to 1027 1.411 12960 1.64 1.12 0.88 137 0233 0256 0.0065 00128 +1.20D+0.50Lr+0.50L+1.60W at 8.80 to 9.53 1.408 12.960 1.64 2.32 0.88 3.37 0.233 0.256 0.0065 0.0128 $_ __ +1.200+0.50L+0.50S+1.60W at 8.80 to 9.53 1.408 12.960 1.64 2.32 0.88 3.37 0.233 0.256 0.0065 0.0128 i +1.20D+0.50L+0.20S+E at 8.80 to 9.53 1.390 12.960 1.64 1.71 0.88 3.36 0.233 0.256 0.0065 0.0128 Vertical Loads Vertical Uniform Loads. (Applied per foot of Strip Width) DL:Dead Load Lr:Roof Live Load Lf:Floor Live Load S:Snow Load +0.900+1,60W at 8.80 to 9.53 1.034 12.960 1.64 2.25 0.89 3.25 0.233 0.250 0.0065 0.0128 Ledger Load Eccentricity 6.750 in 0.0540 0,060 0.060 kilt +0.900+E at 8.80 to 9.53 1.034 12.960 1.64 1.69 0.89 3.25 0.233 0.250 0.0065 0.0128 Concentric Load Rift Design Maximum Combinations-Deflections Lateral Loads Axial Load Moment Values Stiffness Deflections Full area WIND load 16.50 psf Wall Weight Seismic Load Input Method: ASCE seismic factors enterer Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl.Ratio Fp=Wall Wt.* 0.2828 = 20.362 Psf SDS Value per ASCE 12.11.1 k k-ft k-ft in^4 in^4 in.4 m SDS = 0.7070 D+L+LI at 1247 to 13.20 0.944 1.64 0.04 216.00 14.24 216.000 0.005 51,319.8 Concentrated Lateral Loads... (Applied to full"STRIP Width) Distributed Lateral Loads... (APPiied to full"STRIP Width") D+L+W at 12.47 to 1320 0.944 1.64 0.04 216.00 14.24 216.000 0.005 51,319.8 Load#1 oad#2 Load#1 Load#2 D+L+W+812 at 10.27 to 11.00 1.073 1.64 1.35 216.00 14.33 216.000 0.174 1,521.0 DL:Dead Load k k DL:Dead Load k/ft k/ft 5+L+S+W/2 at 10.27 to 11.00 1.103 1.64 0.70 216.00 14.35 216.000 0.090 2,935.1 Lr:Roof Live Load k k Lr:Roof Live Load kilt kfft D+L+S+EI1.4 at 10.27 to 11.00 1.103 1.64 1.22 216.00 14.35 216.000 0.156 1,687.4 Lf:Floor Live Load k k Lf:Floor Live Load kilt k/ft D+0.5(L+Lr)+0.7W at 10.27 to 11.00 1.073 1.64 0.95 216.00 14.33 216.000 0.123 2,153.4 E:Seismic load 0.2650 k k E:Seismic Load k/ft k/ft W:Wind Load 0.2050 k k W:Wind Load k/ft k/ft D+0.5(L+Lr)+0.7E at 10.27 l0 11.00 1.073 1.64 1.18 216.00 14.33 216.000 0.152 1,736.0 Height above base 8.0 ft ft Location of start 5 end of load above base... Reactions-Vertical&Horizontal Dist to TOP ft ft Dist to BOTTOM ft ft Load Combination Base Horizontal Top Horizontal Vertical©Wall Base _ ---- --._-__..----.---- _----- ----- ---_.._-_. D Only 3.7 lbs 3.66 lbs 4.752 k S Only 4.1 lbs 4.09 lbs 0.160 k W Only 614.5 lbs 558.55 lbs 0.000 k E Only 765.9 lbs 693.64 lbs 0.000 k D+Lr+Lf 7.7 lbs 7.72 lbs 4.912 k D+Lf+S 7.7 lbs 7.72 lbs 4.912 is 1I"� . , . . Title Block Line 1 Tile. Job# You can changes this area Dsgnr: using the"settings menu item Project Desc.: and then using the'Printing& Project Notes: Title Block'selection. Title Block Line 6 Printed.9 APR 2010.1 50PM Concrete Slender Wall File:a:18YAldrawings12009S092151th4Calcs109215.ec6 , , . ENERCALC,INC.1983-2009,Ver:6.1.00 Lic.#:KW-060 04793 License Owner:BRAD YOUNG 8.ASSOCIATES Description: Wall-Olt of plane Reactions•Vertical&Horizontal Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base D+Lf+W+S/2 618.4 lbs 554.59 lbs 4.832 k D+Lt+S+W/2 314.1 lbs 272.42 lbs 4.912 k D+Lf+S+E/1A 553.2 lbs 489.28 lbs 4,912 k \+-A Check C12x20.7 w ._ .4•S •1• DL (22•ft— Ilntel.seismic ds wall.conc ` 2 lb wllntel.seismic = 159.043 ft 122•ft— 7.0 wlintel.wind Il ° 2 lb wlintel.wind = 123.379 ft wind governs See Attached BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 1 r Title Block Line 1 Title: Job# Title Block Line 1 Title: Job# You can changes this area Dsgnr: You can changes this area Dsgnr: using the'Settings"menu item Project Desc.: using the'Settings"menu item Project Desc.: and then using the'Printing& Project Notes: and then using the'Printing& Title Block"selection. Title Block"selection. Project Notes Title Block Line 6 Printed:9 APR 2010.1:50PM Title Block Line 6 File:o:IBYAldrawin0s120 0910 9 21 51dwg1Celcs109215.ec6 Printed.9 eica15 0,1.50PM Steel Beam Design ENERCALC,INC.1983.2009,Ver.6.1.00 Steei'Beam Design File:o:IBYAldrewlnRsiALC,09215fdwg-509,19215.e50 Lic.#:KW-06004793 License Owner;BRAD YOUNG&ASSOCIATES ENERCALC,INC.1983-2009,Ver 6.1.00 Description: C12x20.7 Lic.#:KW-06004793 License Owner:BRAD YOUNG&ASSOCIATES Description: C12x20.7 Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Analysis Method:Allowable Stress Design Fy:Steel Yield: 36.0 ksi Load Combination Support 1 Support 2 Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Overall MAXimum 0265 0.265 Bending Axis: Minor Axis Bending W Only 0.205 0205 Load Combination 2006 IBC&ASCE 7-05 E Only 0.265 0.265 W(0.123 E(0.159) i _ 1 $F'l' .�.;. .1 . Span=3.330 n C12X20.7 Applied Loads Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load:W=0.1230,E=0.1590 k/ft,Tributary Width=1.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.034:1 Maximum Shear Stress Ratio= 0.011:1 Section used for this span C12X20.7 Section used for this span P C12X20.7 Mu:Applied 0.170 k-ft Vu:Applied 0.2048 k Mn/Omega:Allowable 4.944 k-ft Vn/Omega:Allowable 19.051 k Load Combination +D+W+H Load Combination +D+W+H Location of maximum on span 1.665ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<600 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<600 Max Downward Total Deflection 0.004 in Ratio= 10087 Max Upward Total Deflection 0.000 in Ratio= 0<600 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mny Mny/Omega Cb Rm Va Max Vny VnylOmega Overall MAXimum Envelope Dsgn.L= 3.33 8 1 0.034 0.011 0.17 0.17 8.26 4.94 1.00 1.00 0.20 31.82 19.05 +D+L+H Dsgn.L= 3.33 ft 1 0.000 8.26 4.94 1.00 1.00 -0.00 31.82 19.05 +D+Lr+H Dsgn.L= 3.3311 0.000 8.26 4.94 1.00 1.00 -0.00 31.82 19.05 +D+W+H Dsgn.L= 3.33 ft 1 0.034 0.011 0.17 0.17 8.26 4.94 1.00 1.00 0.20 31.82 19.05 +0+0.70E+H Dsgn.L= 3.33 ft 1 0.031 0.010 0.15 0.15 8.26 4.94 1.00 1.00 0.19 31.82 19.05 +D+0.750 L r+0.750 L+0.7 50 W+H Dsgn.L= 3.33 ft r 0.026 0.008 0.13 0.13 8.26 4.94 1.00 1.00 0.15 31.82 19.05 +D+0.750L+0.750S+0.750W+H Dsgn.L= 3.33 ft 1 0.026 0.008 0.13 0.13 8.26 4.94 1.00 1.00 0.15 31.82 19.05 +0+0.750Lr+0.750L+0.5250E+H Dsgn.L= 3.33 ft 1 0.023 0.007 0.12 0.12 8.26 4.94 1.00 1.00 0.14 31.82 19.05 +D+0.755L+0.750 5+0.5250E+H Dsgn.L= 3.33 8 1 0.023 0.007 0.12 0.12 8.26 4.94 1.00 1.00 0.14 31.82 19.05 +0.60D+W+H Dsgn.L= 3.33 8 r 0.034 0.011 0.17 0.17 8.26 4.94 1.00 1.00 0.20 31.82 19.05 +0.60D+0.70E+H Dsgn.L= 3.33 ft 1 0.031 0.010 0,15 0.15 8.26 4.94 1.00 1.00 0.19 31.82 19.05 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.''Def Location in Span Load Combination Max."+"Def Location in Span E Only 1 0.0040 1.682 0.0000 0.000 {./ Item 4: Check design of roof screens hwall.screen := 4•ffi Lateral Analysis -Wind Exposure B V = 100 Kzt := 1.0 I := 1.0 Kz = 0.7 Kd := 0.85 q lb h := 0.00256•Kz•Kzt.Kd•l•V2•psf q h = 15.232 ft2 p = gh[(GCp)-(GCp,)) EQ 6-22 (Components and Cladding Low Rise Buildings) Awa l l := 4•ft•6.84•ft Awa l l = 27.36 ft2 GCp 1 := 1.0 External Pressure Coefficient (Positive Face) GCp 2 := —1.4 External Pressure Coefficient (Negative Face) GCp• .= 0.0 Internal Pressure Coefficient (open) Windward Pressure pww := qh•[GCp.1 — (_GC1fl pww = 15.232psf Leeward Pressure plw •= gh.[GCp.2 — (cc1fl piw = —21.325 psf I plw = 21.325 lb ft2 6 + 6. wwind (pww + Iplwl) • 2 *ft) lb WWind = 219.341 ft BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT a The wind will put a moment at the tube to roof connection and a vertical reaction at the roof joist. Determine the vertical reaction. M := 2.628•ft•k see attached W := 322•Ib Reaction at Roof Joist from Screen wall framing HSS 3x2x1/8 for screen wall framing See attached BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT Title Block Line 1 Title: Job# You can changes this area Dsgnr: using the"Settings"menu item Project Desc.: and then using the"Printing& Project Notes Title Block"selection. Title Block Line 6 Printed:9 APR 2010,1:49PM Steel Beam Design File:oa8YAl drawings120091092151dwg1Calcs109215.ec6 ENERCALC,INC.1983-2009,Ver:6.1.00 Lie.# KW-06004793 License Owner BRAD YOUNG&ASSOCIATES Description: Screen Suport-joist to joist Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 46.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 [---- 6 , , ,.., ,..., Span=8.160 ft 7 HSS3X2X1/4 Applied Loads Service loads entered.Load Factors will be applied for calculations. Load(s)for Span Number 1 Moment: W=2.628 k-ft,Loc=1.50 ft in span DESIGN SUMMARY Desk n OK Maximum Bending Stress Ratio = 0.510: 1 Maximum Shear Stress Ratio= 0.018 : 1 Section used for this span HSS3X2X1/4 Section used for this span HSS3X2X1/4 Mu:Applied 2.142 k-ft Vu:Applied 0.3221 k Mn/Omega:Allowable 4.201 k-ft Vn/Omega:Allowable 17.721 k Load Combination +D+W+H Load Combination +D+W+H Location of maximum on span 1.510ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.268 in Ratio= 365 Max Upward Total Deflection -0.001 in Ratio= 69358 Maximum Forces&Stresses for Load Combinations _.__..------------..--- Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 8.16 ft 1 0.510 0.018 2.14 -0.47 2.14 7.02 4.20 1.00 1.00 0.32 29.59 17.72 +D+L+H Dsgn.L= 8.16 ft 1 0.000 7.02 4.20 1.00 1.00 -0.00 29.59 17.72 +D+Lr+H Dsgn.L= 8.16 ft 1 0.000 7.02 4.20 1.00 1.00 -0.00 29.59 17.72 +D+W+H Dsgn.L= 8.16 ft 1 0.510 0.018 2.14 -0.47 2.14 7.02 4.20 1.00 1.00 0.32 29.59 17.72 +D+0.750Lr+0.750L+0.750W+H Dsgn.L= 8.16 ft 1 0.382 0.014 1.61 -0.35 1.61 7.02 4.20 1.00 1.00 0.24 29.59 17.72 +D+0.750L+0.750S+0.750W+H Dsgn.L= 8.16 ft 1 0.382 0.014 1.61 -0.35 1.61 7.02 4.20 1.00 1.00 0.24 29.59 17.72 +0.60D+W+H Dsgn.L= 8.16 ft 1 0.510 0.018 2.14 -0.47 2.14 7.02 4.20 1.00 1.00 0.32 29.59 17.72 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span W Only 1 0.2678 3.713 W Only -0.0014 8.160 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum -0.322 0.322 W Only -0.322 0.322 Title Block Line 1 Title: Job# You can changes this area Dsgnr: Project Desc.: using the"Settings"menu item Pro 1 and then using the"Printing& Project Notes: Title Block"selection. Title Block Line 6_ Printed:9APR 2010.1:49PM Steel Column File:o:IBYA\drawings120091092151dwg1Calcs109215.ec6 ENERCALC,INC.1983-2009,Ver:6.1.00 #:KW-0600479 License Owner BRAD YOUNG&ASSOCIATES Description: Screen Support General Information Code Ref: 2006 IBC,AISC Manual 13th Edition Steel Section Name: HSS3X2X1/4 Overall Column Height 5.0 ft Analysis Method: 2006 IBC&ASCE 7-05 Top&Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade Fy:Steel Yield 46.0 ksi Brace condition for deflection(buckling)along columns: E:Elastic Bending Modulus 29,000.0 ksi X-X(width)axis:Unbraced Length for X-X Axis buckling=5ft,K=1.0 Load Combination: Allowable Stress Y-Y(depth)axis:Fully braced against buckling along Y-Y Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included:35.383 lbs*Dead Load Factor BENDING LOADS... Lat.Uniform Load from 1.0-->5.0 ft creating Mx-x,W=0.2190 k/ft DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.6261 :1 Maximum SERVICE Load Reactions.. Load Combination +D+W+H Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are... Top along Y-Y 0.0 k Pu:Axial 0.03538 k Bottom along Y-Y 0.8760 k Pn/Omega:Allowable 35.306 k Mu-x:Applied 2.628 k-ft Maximum SERVICE Load Deflections Mn-x I Omega:Allowable 4.201 k-ft Along Y-Y -0.4717 in at 5.Oft above base for load combination:W Only Mu-y:Applied 0.0 k-ft Mn-y/Omega:Allowable 3.168 k-ft Along X-X 0.0 in at 0.Oft above base for load combination: PASS Maximum Shear Stress Ratio= 0.04707 :1 Load Combination +D+W+H } Location of max.above base 0.0 ft At maximum location values are... Vu:Applied 0.8760 k Vn/Omega:Allowable 18.611 k Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D+L+H 0.001 PASS 0.00 ft 0.000 PASS 0.00 ft +D+Lr+H 0.001 PASS 0.00 ft 0.000 PASS 0.00 ft +D+W+H 0.626 PASS 0.00 ft 0.047 PASS 0.00 ft +D+0.750Lr+0.750L+0.750W+H 0.470 PASS 0.00 ft 0.035 PASS 0.00 ft +D+0.750L+0.750S+0.750W+H 0.470 PASS 0.00 ft 0.035 PASS 0.00 ft +0.60D+W+H 0.626 PASS 0.00 ft 0.047 PASS 0.00 ft Maximum Reactions-Unfactored Note:Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Load Combination @ Base @ Top @ Base @ Top W Only 0.876 Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance W Only 0.0000 in 0.000 ft -0.467 in 4.966 ft Steel Section Properties : HSS3X2X114 7-- 1 Title Block Line 1 Title: Job# You can changes this area Dsgnr: using the"Settings"menu item Project Desc.: and then using the"Printing& Project Notes: Title Block"selection. Title Block Line 6 Printed:9 APR 2010, 1.40PM Steel Column File:o:\BYAIdrawings12009109215\dwg1Calcs109215.ec6 ENERCALC,INC.1983-2009,Ver.6.1.00 LIC.#:KW-06004793 License Owner:BRAD YOUNG&ASSOCIATES Description: Screen Support Steel Section Properties : HSS3X2X1I4 Depth = 3.000 in I xx = 2.13 in^4 J = 2.520 in"4 Web Thick = 0.000 in S xx = 1.42 inA3 Flange Width = 2.000 in R xx = 1.040 in Flange Thick = 0,250 in Area = 1.970 inA2 I yy = 1.110 inA4 Weight = 7.077 plf S yy = 1.110 in"3 R yy = 0.751 in Ycg = 0.000 in . ni-x Loads ' 1;,';;-73,''.- •'!.; ' 7--,—i:, .`";;',,.„. i .. ..1 , . , 1 1 0- ; 1 2.00in j Loads are total entered value.Arrows do not reflect absolute direction. ■ _ Li 7, , ,---- Existing Roof Joist The new screen wall supports will add new wind loading to the existing roof joists. L := 38-ft WDL := DLroof'8•ft wDL = 144 lb— ft wLL 8.ft W 160 lb— LL °= roof' LL ft lb— wSL := Sg.roof'8•ft wSL = 200 ft PWL := 322-lb At L = 5', 11', 17', 23' PWL = 322 lb 29' and 35' add (1500 lbs)/3 for HVAC unit (supported by 3 joists) Load Case - DL + 0.75*SL+0.75*WL 2 (5-ft-33-ft) + (11.ft•27•ft) + (17•ft•21•ft) (wDL+0*75.WSL).L + 23•ft•15-ft+ (29•ft•9•ft) + (35•ft•3•ft) ••• M1 ._ + 0.75•PWL• ... 8 _ L + (1500 lb L� - 3 2) M1 = 72290.553 lb.ft Load Case - DL + WL L (5•ft•33•ft) + (11•ft•27.ft) + (17•ft•21•ft) ... ( A1DL) 2 + 23•ft•15-ft+ (29-ft-9-ft) + (35•ft•3•ft) 1500 L M2 .= 8 + PWL• L + 3 .1b-- 2 M2 = 48456.737 lb•ft Load Case - DL + SL (wDL+WSL)'L 2 1500 L' M3 .= 8 + 3 •Ib•2 M3 = 71592 Ib•ft J ti BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT M1 governs design (DL+0.75SL+0.75WL), but loading is slightly more than M3 (DL+SL). The original joist design would have been for DL+SL, and by comparing to the design loads from a joist manufacturer, the new loading for the existing joist should still be within the allowable load range. M1 •8 weff.1 2 weff.1 = 400.502 lb L ft M3' s weff.3 L2 weff.3 ft — 396.632 lb L allowable load for 26k10 joist is 436 plf Use: Existing 26k10 steel joist at 8'-0" o.c. or equivalent BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 4/9/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT G Stantec Architecture Inc. 1137 North McDowell Boulevard Petaluma CA 94954 Tel:(707)765-1660 ,, Fax (707)765-9908 Stantec =6 June 9, 2010 Mr. Dan Nelson, Senior Plans Examiner City of Tigard Building Department 13124 SW Hall Rd. Tigard, OR 97223 (503) 718-2436 Reference: Building Permit#BUP2010-00096 Ultimate Electronics 10031 SW Cascade Ave. Delta 1 —6/9/10 Dear Dan, In response to your Plan Check Comments dated June 3, 2010, we offer the following clarifications to the revised drawings: 1. Construction requirements for suspended ceiling systems are found in the Oregon Building Code Division website under Statewide Code Interpretations dated 4/20/2007. RESPONSE- The attached product cutsheets confirm the Finish Class C of the suspended ceiling tiles, while Detail 10/A7.3 clarifies the construction, bracing and supports. 2. Provide calculations and construction details (including seismic bracing details for non-full height partitions)for all walls. RESPONSE—All interior partitions are non-load bearing and will be braced to structural building components as required. Please see 4/A7.5 for framing of interior openings, 2/A7.6 for wall bracing, 8/A7.6 for bracing at end wall, 9/A7.6 for partition head bracing at roof deck, 10/A7.6 for wall bracing at joists, 12/A7.6 for typical wall blocking. Calculations for these items are included in the Structural calc booklet. 3. Provide calculations and details for all construction. Every structure and portion thereof... RESPONSE—All interior partitions are non-load bearing and will be braced to structural building components as required. Please see 4/A7.5 for framing of interior opeoings, 2/A7.6 for wall bracing, 8/A7.6 for bracing at end wall, 9/A7.6 for partition head bracing at roof deck, 10/A7.6 for wall bracing at joists, 12/A7.6 for typical wall blocking. Calculations for these items are included in the Structural calc booklet. 4. Please submit plans and calculations for the steel storage racks that comply with the RESPONSE- The steel storage racks in the Stockroom will be a deferred submittal.All required specifications, anchoring details and loading calculations will be provided under separate cover. Stantec City of Tigard—Plan Check Response Ultimate Electronics-#BUP2010-00096 Page 2—June 9,2010 5. Please provide a permit valuation based upon total work performed... RESPONSE-Building valuation has been revised by the contractor bids to be$785,000. 6. Accessible aisles for accessible parking spaces are to be a minimum of six feet wide in regular spaces and eight feet in van accessible spaces. RESPONSE— The required access aisles for regular and van accessible spaces are shown and dimensioned on 11/ST2. 7. Provide calculations and drawings for support and installation of 3000#mechanical equipment installed on roof. RESPONSE—Revised calculations of roof joist to account for existing RTU support framing and revised RTU weights per mechanical plans. Please see Structural engineers provided documentation. 8. Provide all calculations for sales floor racking, RESPONSE—All Sales floor racking is less than 60"tall, light weight wire shelving and does not require calculations. We appreciate your prompt review of our revised drawing package. Should you have any questions, please contact us at your earliest convenience. Sincerely, STANTEC A'-'' ITECTURE INC. glk h4 LIA I Michael Willia Architect Stantec Cons rig 1137 North Mc D -II Blvd Petaluma, CA 9,` (707) 765-1661 729 michael.williams@stantec.com ,1 1� STRUCTURAL ENGINEERING CALCULATIONS ULTIMATE ELECTRONICS TIGARD, OR REMODEL (PLAN CHECK RESPONSE) BYA# 09215 June 7, 2010 0,0 PROP Prepared For: '' (41" 7127 .r 4 �� ;it" 1/: Stantec 137 North McDowell Boulevard `'' `1' Petaluma CA 94954 44y isg.y c)\- LEXP1RATiON DATE: • BRAD YOUNG & ASSOCIATES, INC. STRUCTURAL E N G I N E E R I N G 1320 \A-". Herndon Avenue, `:rite} 101 i =IesI .t::alif t is 93711 s 55€..+2 .;_?-fi t{) ,5€w222_<(:3_ Fax ww. yaengi a ri. g.ci i Ultimate Electronics Tigard, Oregon Plan Check Response Design Parameters Code = 2008 OSSC Wind = 100-B, lw=1.0 Steel fy (W.F.) A992 = 50 ksi, UNO Steel fy (Tube) A500 Grade B = 46 ksi, UNO Steel fy (Pipe) A53 Grade B = 35 ksi, UNO Steel fy (Misc.) A36 = 36 ksi, UNO Light gage studs fy = 50 ksi minimum, UNO Typical Bolts = A307 Wood Connectors = Simpson Strong Tie, UNO (Manufacture) (Equivalent may be used) Note: The above material properties are typical properties and apply unless noted otherwise within this calculation package. The materials listed are not necessarily used in this design. Please see the following calculations for the actual types of materials used for this specific design. BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 6/7/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.PlanCheck.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT Loading DI-wall= s•psf DLwall = s Ib \ ft DLroof is-psf DLwaii conc 75•psf LLroof 2o•psf Snow Load The existing roof has a less than 1:12 roof slope 0 < 5 degrees Ce := 1.o Exposure Factor Ct := 1.0 Thermal Factor Is .= 1.o Importance Factor pg := 25.psf ground snow load p f := o.7•Ce•Ct•Is•pg ASCE 7-05 EQ 7-1 p f = 17.5 psf flat roof snow load pf.min 2o•psf•Is Minimum Flat Roof Snow Load pf.min = 2opsf 1-1--snow max(pf,pf.min) LLsnow = 20psf Design Roof Snow Load BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 6/7/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.PlanCheck.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 7— Plan Check Response: 1. Response by Architect. 2. Response by Architect. 3. Response by Architect. 4. Response by Architect. 5. Response by Architect. 6. Response by Architect. 7. Revised calculations of roof joist to account for existing RTU support framing and revised RTU weights per mechanical plans. 8. Response by Architect. BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 6/7/2010 1320 W.Herndon Ave.,Suite 101 Ale Name: 09215.PIanCheck.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT Item 7: The existing roof joist calculations have been revised to account for the existing roof unit support framing, which will support the roof units. Existing frames are at RTU-1, 2, 3, 4, 5, 6 and 7. RTU-8 is a new unit at a new location. Existing Roof Joist with wall screens The new screen wall supports will add new wind loading to the existing roof joists. L := 38.0•ft DLwall.screen 25.plf lb wDL DI-roof'8•ft+ DLwall.screen wDL 169 ft lb wLL := LLroof'8•ft wLL = 160 ft lb wSL := L1-snow'" wSL = 160 ft PWL := 322-lb At L = 5', 11', 17', 23' PWL = 322 lb 29' and 35' Load Case - DL + 0.75*SL+0.75*WL (5•ft•33.ft) + (11•ft•27•ft) + (17•ft•21•ft) (wDL+ 0.75•WSL •L + 23•ft•15•ft+ (29•ft•9•ft) + (35•ft•3•ft) M1 _ 8 + 0.75 P WL M1 = 61888.053 Ib•ft Load Case - DL + WL L2 (5•ft•33•ft) + (11•ft•27•ft) + (17•ft•21•ft) W ... DL)• + 23-ft-15-ft 15•ft+ (29•ft•9•ft) + (35•ft•3•ft) M2 := 8 PWL• L M2 = 43469.237 lb•ft Load Case - DL + SL 2 wDL+wSL 'L M3 = 59384.5 Ib•ft M3 .= 8 3 BRAD YOUNG & ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 6/7/2010 File Name: 09215.PlanCheck.mcd 1320 W.Herndon Ave.,Suite 101 Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT M1 governs design (DL+0.75SL+0.75WL), but loading is slightly more than M3 (DL+SL). The original joist design would have been for DL+SL, and by comparing to the design loads from a joist manufacturer, the new loading for the existing joist should still be within the allowable load range. M1 .8 weff.1 2 weff.l = 342.87 lb L ft M3.8 weff.3 2 weff.3 = 329 lb L ft allowable load for 26k10 joist is 436 plf Use: Existing 26k10 steel joist at 8'-0" o.c. or equivalent BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 6/7/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.PIanCheck.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 1 Existing Roof Joist with wall screens and supporting RTU-8 g Pp The new screen wall supports will add new wind loading to the existing roof joists. L := 37.0•ft wDL DL roof DL wDL 169 lb DL roof wall.screen DL ft— wLL LL •8•ft WLL 160 lb— LL roof LL ft wSL := LLsnow'8.ft wSL = 160 lb— ft := 322•Ib At L = 5', 11', 17', 23' P = 322 lb WL 29' and 35' WL P := 3 900•lb DL RTU-8 is 900# including curbs and is supported by (3)joists Load Case - DL + 0.75*SL+0.75*WL 2 (5•ft•33•ft) + (11•ft•27.ft) + (17•ft•21•ft) ... (wDL+ 0.75•wSL)'L + 23•ft•15•ft+ (29•ft•9.ft) + (35.ft.3.ft) M1 := 8 + 0.75•PWL L ... 1 L + PDL' 2 M1 = 64991.476 lb-ft Load Case - DL + WL (wDL)*L 2 (5•ft•33•ft) + (ii•ft•27.ft) + (17•ft•21•ft) ... • + 3.ft•15.ft+ (29•ft•9•ft) + (35•ft•3•ft) L M2 .= 8 + PWL• L + PDL 2 M2 = 47785.26 Ib•ft Load Case - DL + SL (wDL+wSL)'L 2• M3 := 8 + PDL• M3 = 61850.125 lb-ft BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 6/7/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.PlanCheck.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT M1 governs design (DL+0.75SL+0.75WL), but loading is slightly more than M3 (DL+SL). The original joist design would have been for DL+SL, and by comparing to the design loads from a joist manufacturer, the new loading for the existing joist should still be within the allowable load range. M1 *8 lb weff.1 L2 weff.1 = 379.789 ft M3.8 weff.3 2 weff.3 = 361.432 lb L ft allowable load for 26k10 joist is 436 plf Use: Existing 26k10 steel joist at 8'-0" o.c. or equivalent To be conservative, we will be reinforcing the existing roof joist supporting RTU-8 by adding additional web members and strengthing existing web members per detail 3/S5.6. BRAD YOUNG & ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 6/7/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.PlanCheck.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 7 Existing Wide Flange Support Frames RTU-1, 2, 3, 4, 5, 6 and 7 are supported by existing steel frames. At each corner of the RTU there is a column supported by the low wide flange beam. There are existing braces which extend from the top of the columns to the wide flange beams to support the RTUs. The wide flange beams are about 3'-0" below the roof and will run parallel to the long direction of the RTU and span between the main building columns (grids A, B, C, D, E and F). There are existing wide flange beams attached to the existing columns (below the open web girders) to which the RTU support beams attach. The existing wide flange beams were observed to be approximately 21" deep. Use W21x44 for all beam, braces and column framing. Member 3 - Beam supporting RTU. L := 38.0•ft Pmech 3000.lb Determine the weight of the brace frame supporting the RTU DLbrace := (44•plf)•(12•ft+ 6.ft+4•ft) DLbrace = 968 lb ( Pmech PDL +:= 4 DLbrace at L=13.5' and 24.5' PDL = 1718 lb Use: Existing W21x44 See attached Member 4 - Beam supports member 1 - spans between building columns L := 32.5.ft PDL := 2559•Ib•2 at L=12' and 19.5' PDL = 5118 lb Use: Existing W21x44 See attached BRAD YOUNG &ASSOCIATES Copyright 2010 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 6/7/2010 1320 W.Herndon Ave.,Suite 101 File Name: 09215.PlanCheck.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT (..r' . _. . . ,... 0 0 0 0 0 0 :. .. ,. . 3-r-io. .. .: 'i 57-1V---- : 5,10. ' .. .. . 1 ' .. _ . li• ,_ 177 - 1 -__ ■___-- , ----- =1 :=- 0 IRMI4imin. i L . ,... 11ii.. il 1 0 0 I I I Oinii _Apia_1 11 fif , ....._..ils L __ •....A. -r-Tre n ill eiWil , ill ....., =II . (----) a II II ® II . 1 i •..4 1 r 1— , i 0 , . C> 9 r-- si,E- 11 I I I Ilk III l' Fa I . H , 11 . 0 , i 0 rj i 15,01, I ...11.71-mm • , •..• , 11 ill t., . IR En Lmpi _ _..,.. • . . _ _ 0 . . MI I 1 ' ! =I , I MIMI" 1.1 I MI 1 I 1 I IIINI „ - NIL ip . , ...) . 1_......... , . . 0 0 40 0 0 -A y _......_.., Title Block Line 1 Title: Job# You can changes this area Dsgnr: using the"Settings"menu item Project Desc.: and then using the"Printing& Title Block"selection. Project Notes Title Block Line 6 Printed:7 JUN 2010:4:27PM File:0:1YAldrawings120091092151dwg1Calcs109215.ec6 Steel Beam Design ENERCALC,INC.1983-2009,Ver:6.1.00 Li c # KW-06004793 License Owner:BRAD YOUNG&ASSOCIATES Description: Member 3-Existing Wide Flange Support Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 D(1 18) D(1 18) Span=38.0ft !< W21X44 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load(s)for Span Number 1 Point Load: D=1.718 k(0,13.50 ft,(RTU+Frame) Point Load: D=1.718 k 24.50 ft,(RTU+Frame) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.131 : 1 Maximum Shear Stress Ratio= 0.018 : 1 Section used for this span W21X44 Section used for this span W21X44 Mu:Applied 31.180 k-ft Vu:Applied 2.559 k Mn/Omega:Allowable 238.024 k-ft Vn/Omega:Allowable 144.90 k Load Combination +D Load Combination +D Location of maximum on span 19.000ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<240 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.334 in Ratio= 1366 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 38.00 ft 1 0.131 0.018 31.18 31.18 397.50 238.02 1.00 1.00 2.56 217.35 144.90 +D Dsgn.L= 38.00 ft 1 0.131 0.018 31.18 31.18 397.50 238.02 1.00 1.00 2.56 217.35 144.90 +D+L+H Dsgn.L= 38.00 ft 1 0.131 0.018 31.18 31.18 397.50 238.02 1.00 1.00 2.56 217.35 144.90 +D+Lr+H Dsgn.L= 38.00 ft 1 0.131 0.018 31.18 31.18 397.50 238.02 1.00 1.00 2.56 217.35 144.90 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'-"Defl Location in Span Load Combination Max."+"Defl Location in Span 0 Only 1 0.3336 19.190 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.559 2.559 D Only 2.559 2.559 0 Title B'iodk Line 1 Title: Job# You can changes this area Dsgnr: using the"Settings"menu item Project Desc.: and then using the"Printing& Project Notes: Title Block"selection. ' Title Block Line 6 Punted:7 JUN 2010.4.29 Pr. File:0:1BYAldrawings120091092151dwg1Calcs109215.ec6 Steel Beam Design ENERCALC,INC.1983-2009,Ver:6.1.00 Lic # KW-06004793 License Owner BRAD YOUNG&ASSOCIATES Description: Member 4-Existing Wide Flange Support Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 D(5 18) D(5 18) L> Span=32.50 ft (' W21X44 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load(s)for Span Number 1 Point Load: D=5.118 k ?I 12.0 ft,(RTU+Frame) Point Load: D=5.118 k(I 19.50 ft,(RTU+Frame) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.294: 1 Maximum Shear Stress Ratio= 0.041 : 1 Section used for this span W21X44 Section used for this span W21X44 Mu:Applied 70.096 k-ft Vu:Applied 5.995 k Mn/Omega:Allowable 238.024 k-ft Vn/Omega:Allowable 144.90 k ' Load Combination +D Load Combination +D Location of maximum on span 19.500ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<240 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <240 Max Downward Total Deflection 0.528 in Ratio= 738 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 32.50 ft 1 0.294 0.041 70.10 70.10 397.50 238.02 1.00 1.00 5.99 217.35 144.90 +D Dsgn.L= 32.50 ft 1 0.294 0.041 70.10 70.10 397.50 238.02 1.00 1.00 5.99 217.35 144.90 +D+L+H ? Dsgn.L= 32.50 ft 1 0.294 0.041 70.10 70.10 397.50 238.02 1.00 1.00 5.99 217.35 144.90 +D+Lr+H Dsgn.L= 32.50 ft 1 0.294 0.041 70.10 70.10 397.50 238.02 1.00 1.00 5.99 217.35 144.90 . Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."2 Defl Location in Span Load Combination Max."+"Defl Location in Span D Only 1 0.5282 16.250 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.995 5.680 D Only 5.995 5.680 1( Form 2a Project Name: ULTIMATE ELECTRONICS, TIGARD, OR Page: SUMMARY Project 1. Project Name ULTIMATE ELECTRONICS 2. Project Address 9770 SW Scholls Ferry Road 3. City/Town Tigard 5. County [ Washington ip- 4. Building, Gross Area (ft2) 39,997 6. No. of Floors I 1 7. Construction Site Elevation Above 2,000 ft? ❑ YES ❑ NO Attached Chapter Type ID Description Attach Forms and Building Enve lope Form 3a Building Envelope-General ❑ 3b Prescriptive Path -All Climate Zones ❑ Worksheets * CodeComp Report for Simplified Trade-off ❑ * In lieu of 3b * Floppy disc with .occ CodeComp file ❑ Check boxes to Worksheet 3a Wall U-factor ❑ indicate attached 3b Roof U-factor ❑ forms and 3c Floor U-factor ❑ worksheets 3d Window/Skylight Schedule ❑ Systems Form 4a Systems-General ❑ 4b Complex Systems ❑ RECEIVED Worksheet 4a Unitary Air Conditioners-Air Cooled ❑ 4b Unitary Air Cond. -Water& Evap Cooled ❑ mpS 11 ZQT 4c Unitary Heat Pump-Air Cooled ❑ 4d Unitary Heat Pump-Water Cooled ❑ CITY OFTIGA 4e Packaged Terminal A.C. -Air Cooled El BUILDING DIVISION 4f Packaged Terminal Heat Pump-Air Cooled ❑ 4g Water Chilling Pkgs-Water&Air Cooled ❑ 4h Heat Rejection Equipment ❑ 4i Boiler-Gas-Fired and Oil-Fired ❑ 4j Furnace& Unit Heaters-Gas and Oil-Fired ❑ 4k Simultaneous Heating and Cooling ❑ 41 Air Transport Energy ❑ 4m Natural Ventilation ❑ Lighting Form 5a Lighting-General el 5b Interior Lighting Power-Tenant Method 0 5c Int. Ltng. Power-Space-by-Space Method ❑ Worksheet 5a Lighting Schedule p 5b Interior Lighting Power p Applicant 7. Name P.E. Mark Robison 10. Telephone 206-364-3343 8. Company Robison Engineering, Inc 11. Date 05/07/10 9. Signature ________ // �-- '` Attached No. of Pages Description of Documentation Document- ation Compliance with OSSC, effective 01/01/05 Form 5a Project Name: Ultimate Electronics Tigard,OR Page: LIGHTING - GENERAL 1. Interior Exceptions (Section 1313.1) ❑ No Interior Lighting.The building plans and specifications do not call for new or altered interior lighting. Skip to item 5,Exterior building Lighting-General,below. Exceptions o Exceptions.1.The building or part of the building qualifies for an exception from code lighting Discussion of qualifying requirements.Applicable code exception is number: exceptions in instructions section. 2.Lighting equipment that qualifies for an exception-in addition to general lighting and is separately controlled.Applicable code exception is number: 2.7 Areas of the building and equipment that qualify for any exceptions: Plans/Specs Show compliance by including a Sales floor drawing sheet,detail number, and/or specification section and subparagraph. 2. Local Shut-off controls (Section 1313.3.1.1) o complies.At least one local shut-ott lighting control tor every 2,uuu square teet ot lighted floor area and for all spaces enclosed by walls or ceiling height partitions. This control is detailed in the building plans on drawing number: E1.0 ❑ Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313.3.1.1,Exception: Portions of the building that qualify: 3.Automatic Shutoff Controls (Section 1313.3.1.2) ❑ Not Applicable.Office floor area is not over 2,000 square feet of contiguous office floor area or permitted space is not over 5,000 square feet.No offices less than 300 square feet,meeting or conference rooms,or school classrooms. o Complies.All interior lighting systems are equipped with a separate automatic control to shut off lighting during unoccupied periods.Offices less than 300 square feet,meeting and conference rooms,and school classrooms are equipped with occupancy sensors that comply with Section 1313.3.1.2.1. Compliance details in plans/specs: E3.0 ❑ Exception. I he building or part ot the building qualities tor an exception. Applicable code exception is Section 1313.3.1,2,Exception: Portions of the building that qualify: 4. Daylighting Controls(1313.3.1.3) a No classrooms or atriums with skylights or window to wall ratio greater than 50%. ❑ Complies.All classrooms and atriums with window to wall ratio greater than 50%and/or skylights are equipped with automatic daylight sensing controls,as required by Section 1313.3.1.3.1 and Section 1313.3.1.3.2. The daylight sensors specified comply with Section 1313.3.1.3.3. Compliance details in plans/specs: Exterior Build-ing 5. Exterior Lighting(Section 1313.5) Lighting o Complies.The plans do not call for use of incandescent or mercury vapor lamps for use on building exterior. is lighting directed to illuminate ❑ Exception.The building plans indicate luminaires with incandescent or mercury vapor lamps,but are the exterior of the building and specified for use in or around swimming pools,water features,or other locations subject to requirements adjacent walkways and loading of Article 680 of the 2002 National Electrical Code. areas with or without canopies. Clock Switches shall be astronomic(seasonal 6. Exterior and Canopy Lighting Controls(Section 1313.3.2) correcting)type with separate o Complies.The building plans and specifications include photoelectric and/or clock switches on all exterior programs for each day of the lighting systems which are designed and programmed to extinguish lights when daylight is present,as week and shall store energy to required by Section 1313.3.2. maintain timekeeping during power outages. 7. Connected Lighting Power(Section 1313.4) YES Complies. The lighting power does not exceed the power allowance established in either the Tenant Space Method(Form 5b)or the Space-by-Space Method(Form 5c). <f" rs Tenant Space Method(Form 5b) r Space-by-Space Method(Form 5c) Y V2.4.1-Compliance with 2007 OSSC Form 5b Project Name: Ultimate Electronics Tigard,OR Page: INTERIOR LIGHTING POWER - Tenant Space Method Lighting Budget (a) (b) (c) (d) Occupancy/ Tenant or Building Type Floor Area Max Power Lighting Power Use Types (Table-13G) (sq ft) Density(W/ft2) Budget(W) See instructions for desc- ' Retail ription of occupancy types 39,997 1.5 59,996 Lighting Power 1. Total Interior Lighting Power Budget(Watts)for Building. 59,996 Budget Track Lighting 2. Total length of track lighting(ft) 108 Power 3. Line 2 multiplied by 50 Watts/ft 5,400 4. Total amperage of circuit breaker(s)serving track lighting(amps) 80 5. Voltage of circuit breaker serving track lighting(volts) 120 6. Maximum wattage of track lighting(multiply line 4 by line 5) 9,600 7. VA rating of the inline current limiter or the low voltage transformers 3,600 8. Track Lighting Power(the lesser value of line 3,6 or 7) 3,600 9. Total Interior Lighting Power from Worksheet 5b-1(Sum of Column(m)) + 51,280 Building's Interior 10. Total Adjusted Interior Lighting Power (line 8+line 9) = 54,880 Lighting Power 11. Does Interior Lighting Design Meet Budget? Line 10 must be no greater than line 1. YES Exterior Canopy Parking Garage 12. Do Exterior Canopies Meet Budget (Worksheets 5c)? NIA Lighting Power 13. Does Parking Garage Meet Budget (Worksheets 5c)? NIA *Ix 4J } 5-2 V2.4.1-Compliance with 2007 OSSC Work' Project Name.I Ultimate Electronics Tigard,OR I Page.I 1 LIGHTING FIXTURE SCHEDULE(see Table 5c in instructions for default luminaire power). (al no (C) Id) (e) () Lum Luminaire Is Lumina ID Luminake Lamp Ballasts Power From Term Desolation ... 1.r.„ A High Intensity Discharge-Metal Halide IM■320•ELECT345W i M320 Electronic .. 4-f32T8-ELECT NO.114W GIBE I Fluorescent T8-4 fool 4 F32T8 n Electronic Normal Output RS�E® ! _...«_ ■ wn �® C i�Fluorescent U-Tube•T8 _r.. 2F837TBIF32TBLLELECT t40-82W �,�/$ F831TBtF92T8U Etectronk Normal Qrt F 1 User Defined J Incandescent =.7 1 ■ IIIEIIIIIIIEIII • EMI 1C fluorescent TS-4 fool 4 2-F32T8/30ES-ELECT NO54W 2 F327090ES 0 Efetronic Moonlit Output.IS P® CL-7 f Track Lighting . 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Exceptions(Section 1312) that apply. 0 No Envelope Components. The building plans do not call for new or altered building envelope components, e.g.,walls,floors or roof/ceilings. ❑ A Non-conditioned Building.The proposed structure has no spaces heated or cooled by an HVAC system. Exceptions ❑ Exception.All new or altered building envelope components do not comply with the Discussion of qualifying requirements, Section 1312, but qualify for Exception: 0-1 0-2 0-3 D-4 0-5 exceptions in Portions of the building that qualify: instructions section. Plans/Specs Show compliance by The plans/specs show compliance in the following locations: including a drawing sheet,detail number, 2.Air Leakage(Section 1312.1.1) specification section ❑ Complies. Plans require penetrations in building envelope are sealed and windows and and/or subparagraph. p� p 9 p doors are caulked, gasketed or weatherstripped. The plans/specs show compliance in the following locations: RECEIVED MAY 11 2010 3.Suspended Ceiling (Section 1312.1.2.1) ❑ Complies. Building plans do not show suspended ceilings used to separate conditioned crry OF TIG IS®� space from unconditioned space. No exceptions permitted. BUILDING DIVISION Recessed Light Fixtures(Section 1312.1.2.2) ❑ Complies. The building plans do not show recessed light fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. ❑ Exception. The building plans require that fixtures installed in direct contact with insulation be insulation coverage(IC) rated. The plans/specs show compliance in the following locations: 5. Moisture Control(Section 1312.1.4) ❑ Complies.A one-perm vapor retarder is installed on the warm side(in winter)of all exterior floors,walls and ceilings, and a ground cover installed in the crawl space of both new and existing buildings where insulation is installed. The plans/specs show compliance in the following locations: ❑ Exception. All new or altered building envelope components do not comply with the vapor retarder requirements of the code, but qualify for an exception. Note applicable exception. Section 1312.1.4, Exception: ❑-1 ❑-2 Portions of the building that comply: Climate 6.Climate Zones Zones O Zone 1 -A building site is in Climate Zone 1 if its elevation is less than 3000 feet above sea level and it is in one of the following counties: Benton, Columbia, Clackamas, Clatsop, Coos, Curry, Douglas, Jackson, Josephine, Lane, Lincoln, Linn, Marion, Multnomah, Polk, Tillamook,Yamhill, or Washington. 4; ❑ Zone 2-Building sites not in Zone 1, or where construction site elevation is 3000 feet or higher in Zone 1, are in Zone 2. r. 3-1 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Ultimate Electronics Page: SYSTEMS - GENERAL Applicability Plans/Specs Discussion of qualifying Show compliance by including a drawing sheet,detail number, exceptions on page 4-25 specification section and subparagraph. 1. Applicablity (Section 1317) Is this form required? o Form Required. Complete form if a new HVAC system is being installed, or components of an existing HVAC system are being replaced (I.e., equipment, controls, ductwork, and insulation.) ❑ Exception. The building or part of the building qualifies for an exception from HVAC code requirements. Applicable code exception is Section 1317.1. Portions of the building that qualify: Area: Exception ❑-1 ❑-2 ❑-3 Area: Exception ❑-1 ❑-2 ❑-3 • Area: Exception ❑-1 ❑-2 ❑-3 ❑ Form Not Required. This project does not contain work required to comply with code. 2. Simple or Complex Systems (Section 1317.9 or 1317.10) o Simple System. Building contains only Simple HVAC System(s). Complete this form (4a) and equipment efficiency worksheets as required. Form 4b is not required. ❑ Complex System. Project includes a Complex System. Complete this form (4a), form 4b and equipment efficiency worksheets as required. 3. Equipment Performance (Section 1317.5) ❑ No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment, combustion heating equipment, or heat-operated cooling equipment. o Complies. All new HVAC equipment have efficiencies not less than those required by code. The following equipment efficiency worksheets are attached: -4a ❑-4b ❑-4c ❑-4d i-4e ❑-4f ❑-49 ❑-4h ❑-4i El-4j 4. Duct Insulation and Sealing (Sections 1317.7 as 1317.8) ❑ No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums. • Complies. The plans and specifications call for all air-handling ducts and plenums to be insulated and sealed as reauired by Sections 1317.7 &1317.8. 5. Distribution Transformers (Section 1316.1) • No Distribution Transformers. The plans/specs do not call for new distribution transformers. ❑ Complies. All new distribution transformers comply with efficiency, testing, and labeling requirements of Section 1316.1.1. ❑ Exception. The project qualifies for an exception per Section 1316.1.1, Exceptiion: 0-1 0-2 0-3 0-4 0-5 0-6 0-7 0-8 0-9 0-10 0-1' ❑-12 ❑-13 ❑-14 Attach relevant documentation for appropriate exception. The plans/specs show compliance in the e, locations: 1444,;z _ 4-1 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Ultimate Electronics Page: SYSTEMS - GENERAL , 6. HVAC Controls (Section 1317.4) 6.1 System Thermostat/Zone Controls (Section 1317.4.1) El Complies. All new HVAC systems include at least one temperature control device responding to temperatures within the zones. ❑ Exception. HVAC system qualifies for an exception from zone control requirements. The applicable code exception is Section 1317.4.2, Exception 0-1 0-2 Portions of the building that qualify: The plans/specs show compliance in the following locations: Oregon Energy Code Notes, M1.1 6.2 Off-hour Controls - Auto Setback or Shutdown (Section 1317.4.3) El Complies.Systems must have at least one of the following features: ❑ Control Setback Complies. Each system is equipped with automatic control capable of reducing energy through control setback during periods of non-use or alternate use of spaces served. El Equipment Shutdown Complies. Each system is equipped with controls capable of reducing energy use through automatic shutdown during periods of non-use or alternate use of spaces. HVAC systems with equipment shutdown are equipped with at least one of the following: El Programmable controls(1317.4.3.1 (1)) ❑ Occupant sensor(1317.4.3.1 (2)) ❑ Interlocked to a security system (1317.4.3.1 (3)) ❑ Manually activated timers with 2-hour operation max(1317.4.3.1 (4)) ❑ Exception.The building qualifies for an exception to the requirement for automatic setback or shutdown controls. The applicable code exception is Section 1317.4.3 Exception 0-1 0-2 The plans/specs show compliance in the following locations: Sheets M1.0, M1.1, M3.0 6.3 Control Capabilities (Sec. 1317.4.2.1) 0 Complies. Zone thermostats are capable of being set to the temperatures described in Sec. 1317.4.2.1. Where used to control both heating and cooling, zone controls shall be capable of providing a temperature range or deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. ❑ Exception.The building qualifies for an exception to the deadband requirements. The applicable code exception is Section 1317.4.2.1 Exception 0-1 0-2 Portions of the building that qualify: The plans/specs show compliance in the following locations: Oregon Energy Code Notes, M1.1 6.4 Optimum Start Controls (Section 1317.4.3.2) El Complies.Separate HVAC systems have controls capable of varying start-up time of system to just meet temperature set point at time of occupancy. ❑ Exception. HVAC systems have a design supply air capacity not exceeding 10,000 cfm. The plans/specs show compliance in the following locations: Oregon Energy Code Notes, M1.1 6.5 Heat Pump Controls (Section 1317.4.4) El No Heat Pump.The plans/specs do not call for a new heat pump ❑ Complies. All new heat pumps equipped with supplementary heaters are controlled to minimize the use of supplemental heat as defined in Section 1317.4.4. `".S:41. The plans/specs show compliance in the following locations: 4-2 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Ultimate Electronics Page: SYSTEMS - GENERAL 7. Economizer Cooling (Section 1317.3) ❑ No Cooling. The building plans do not call for a new fan system with mechanical cooling. o Complies. Each new fan system has an air economizer capable of modulating outside-air and return-air dampers to provide up to 100 percent of the design supply air as outside air. o Exception At least one new fan system qualifies for an exception. The applicable code exception is Section 1317.3, Exception ❑-1 ❑-2 v-3 ❑-4 ❑-5 ❑-6 ❑-7 If Exception 3 is selected complete the following: (a) Total cooling capacity of exempt units (Btu/hr) 51000 (b) Total installed building cooling capacity (Btu/hr) 1,406,500 o Complies. Sum of exempt units rated at less than 54,000 Btu/hr is <240,000 Btu/hr or a/b < 0.10 (10% of total building cooling capacity). Unit Identifier of exempt units: RTU-8 The plans/specs show compliance in the following locations: Mechanical Schedules M1.1 8. Economizer Pressure Relief& Integration (Section 1317.3.1 and 1317.3.2) ❑ No Economizers Required. Project does not contain a new fan system requiring economizers. • Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will relieve the extra air introduced by the economizer. ❑ Integration Complies. Economizer is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. ❑ Exception. The applicable exception is Section 1317.3.2, Exception ❑-1 ❑-2 The plans/specs show compliance in the following locations: Mechanical Schedules M1.1 9. Hot Gas Bypass (Section 1317.5) o No Hot Gas Bypass ❑ Complies. See allowable amount of hot gas bypass as a percentage of total cooling capacity in table below. Unit ID Rated Cooling Capacity Hot Gas Bypass Capacity Allowable Hot Gas Bypass Rated Cooling Capacity Max Hot Gas Bypass <240,000 Btu/hr 50% >240,000 Btu/hr 25% ❑ Exception. Unitary packaged system with cooling capacity no greater than 90,000 Btu/h 4-3 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Ultimate Electronics Page: SYSTEMS - GENERAL 10. Shutoff Dampers (1317.4.3.3) ❑ Not Required. Shutoff dampers are not required on this project. o Complies. Each outdoor air supply&exhaust system shall be equipped with motorized dampers. ❑ Exception. The building qualifies for an exception to the motorized damper requirement. The applicable code exception is Section 1317.4.3.3 Exception ❑-1 ❑-2 ❑-3 ❑-4 ❑-5 ❑-6 The plans/specs show compliance in the following locations: Oregon Energy Code Notes, Sheet M1.1 10.1. Shutoff Damper Controls (Section 1317.4.3.3.1) o Complies. Outdoor air supply and exhaust systems shall be provided dampers that automatically shut when systems or spaces served are not in use or during building warm-up, cooldown, or setback. ❑ Complies. Stair and shaft vents are capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. The plans/specs show compliance in the following locations: Oregon Energy Code Notes, Sheet M1.1 10.2. Motorized Damper Leakage (1317.4.3.3.2) o Complies. Motorized outdoor air supply and exhaust air dampers have a maximum leakage rate of 4 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500-1998. ❑ Exception. Packaged HVAC equipment may have maximum leakage rate of 20 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500-1998. The plans/specs show compliance in the following locations: Oregon Energy Code Notes, Sheet M1.1 11. Piping Insulation (Section 1314) ❑ No New Piping. The building plans and specifications do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. IN Complies. All new piping serving a heating or cooling system or part of a circulating service water heating system complies with the requirements of the Code, Section 1314.1. ❑ Exception. New piping qualifies for exception: Section 1314.1, Exception ❑-1 ❑-2 12. Occupancy Ventilation o Complies. Mechanical ventilation systems provide the required amount of ventilation is indicated in plans/specifications as specified in Chapter 4 of the Oregon Mechanical Specialty Code. ❑ Complies. Natural ventilation systems provide required amount of ventilation as certified by a reg- istered architect or engineer as specified by Section1203.4.1, Exception. Attach worksheet 4m. The plans/specs show compliance in Mechanical Schedules M1.1 the following locations: The plans/specs show compliance seg.,A on the following pages: Fes , r N. 4-4 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Ultimate Electronics Page: SYSTEMS - GENERAL 13. High Occupancy Ventilation (Section 1317.2.2) ❑ Complies. HVAC systems with ventilation air capacities of 1,500 CFM or greater that serve areas having an average occupant load of 20 square feet per person or less from Table 1004.1.2 have a means to automatically reduce outside air intake. Identify applicable systems: Plans/specs indicate where equipment(i.e. carbon dioxide sensor) and sequence is specified: ❑ Exception. HVAC systems are equipped with an energy recovery device with at least 50% recovery effectiveness. El No High Occupancy Systems. Project does not contain an HVAC system as described above. 14. Exhaust Air Heat Recovery (Section 1318.3) O Not Regulated. HVAC system does not have: 1) design supply air cap. of>10,000 cfm, and 2) min. outside air supply>70%, and 3) at least 1 exhaust fan rated at 75% of min outside air supply. ❑ Complies. Heat recovery system increases outside air temperature by 20°F (Climte Zone 1)or 30°F (Zone 2) and has provision to provide bypass during air economizer mode. ❑ Exception.An HVAC system qualifies for an exception to this requirement. Applicable exception from Section 1318.3 Exception 0-1 ❑-2 ❑-3 ❑-a ❑-s ❑-s 0-7 The plans/specs show compliance in the following locations: 15. Large Volume Fan Systems (Section 1318.4.2.4) O Not Regulated. The building plans or specifications do not call for fan systems over 15,000 CFM that serve a single zone and function for the purpose of temperature control. ❑ Complies. Fan systems are equipped with variable frequency drive or two speed motor to reduce airflow as required by Section 1318.4.2.3. The plans/specs show compliance in the following locations: 16. Variable Speed Drives (Section 1317.10.3.1) 2 Not Regulated. The building plans or specifications do not call for fan and pump motors 10 horsepower and greater that serve variable-flow air or liquid systems. ❑ Complies.All fan and pump motors 10 hp and greater which serve variable-flow air or liquid systems are controlled by a variable-speed drive. ❑ Exception. The building qualifies for an exception to the variable-speed drive requirement. Portions of the building that qualify: Applicable code exception is Section 1317.10.3.1, Exception The plans/specs show compliance in the following locations: 17. Service Water Heating (Sec. 1315) ❑ No New Water Heating. The building plans and specifications do not call for new water heaters, hot water storage tanks or service hot water distribution systems. O Complies. All new water heaters, hot water storage tanks or service hot water distribution systems comply with the requirements of the Section 1315. ❑ Exception. The applicable code exception is Section: Exception: Portions of the building that qualify: The plans/specs show compliance in the following locations: Plumbing Schedules, P3.0 4-5 Compliance with OSSC,effective 04/01/07 Form 4a Project Name: Ultimate Electronics Page: SYSTEMS - GENERAL 18. Swimming Pools, Spas and Hot Tubs (Section 1315.5) s No New Pools. The building plans and specifications do not call for new, swimming pools, spas or hot tubs. ❑ On/Off Controls Complies. Spa and hot tub heaters are equipped with a readily accessible ON/OFF switch as required by Section 1315.5.1. D Ventilation Controls Complies. Pool ventilation system is controlled based on humidity. ❑ Cover Complies. All heated pools, hot tubs and spas are equipped with a cover. D Heat Recovery Complies. Pools, Spas, and hot tubs, over 200 ft2 utilize recovered heat as required by Section 1315.5.3. ❑ Exception. Heat recovery is not necessary as pool is heated by renewable energy or waste heat recovery sources capable of providing at least 70 percent of the heating energy required over an operating season. 19. Fume Hoods (Section 1317.2.1.) s No Fume Hoods. The building plans do not call for fume hood systems that have a total exhaust rate greater than 15,000 cfm. El Complies. Fume hood systems have at least one of the following features: ❑Variable air volume hood exhaust and room supply systems capable of reducing exhaust and makeup air volume to 50% or less of design values. ❑Direct makeup (auxiliary) air supply equal to at least 75% of the exhaust rate, heated no warmer than 2° F below room set point, cooled no cooler than 3° F above room set point, no humidification added, and no simultaneous heating and cooling used for dehumidification control. D Heat recovery systems to precondition makeup air from fume hood exhaust in accordance with 1318.3- Exhaust Air Energy Recovery, without using any exception. The plans/specs show compliance in the following locations: 20. Parking Garage Ventilation (Section 1317.2.3) © No Enclosed Garages. The building plans and specifications do not call for enclosed Group S-2 parking garages with a ventilation exhaust rate greater than 30,000 CFM. ❑ Complies. The plans and specifications call for carbon monoxide sensing devices as required by Section 1317.2.3. ❑ Exception. Open parking garages. 21. Kitchen Hoods (Section 1317.11) o Not Regulated. The plans/specs do not call for any new kitchen hoods with exhaust capacity greater than 5,000 cfm each. ❑ Complies. All new kitchen hoods with a total exhaust capacity greater than 5,000 cfm have at least 50 percent of the required makeup air; (a) unheated or heated to no more than 60°F; and (b) uncooled or evaporatively cooled. c '* The plans/specs show compliance in the following locations: P P P 9 22. Outside Heating Systems (Section 1317.12) s No Outside Heating Systems. The plans/specs do not call for new permanently installed heating systems outside the building. ❑ Complies. All new permanently installed outside heating systems are radiant gas fired systems controlled by an occupancy sensor or timer switch as required by Section 1317.12. 4-6 Compliance with OSSC,effective 04/01/07 Worksheet 4a Project Name: Ultimate Electronics Page: UNITARY AIR CONDITIONER - AIR COOLED Equipment (a) (b) (c) (d) (0) (f) Proposed Performance Discussion of equipment Cooling Seasonal or Compliance New or ratings and equipment Equip.ID Model Designation Capacity Steady State Part Load Schedule(A-E) Replacemnt?* definitions on page 4-19. RTU-1 LENNOX LGA240H4B 240000 11.0 EER 12.0 EER C R RTU-2 LENNOX LGA240H4B 240000 11.0 EER 12.0 EER C R RTU-3 LENNOX LGA240H4B 240000 11.0 EER 12.0 EER C R RTU-4 LENNOX LGA240H4B 240000 11.0 EER 12.0 EER C R RTU-5 LENNOX LGA240H4B 240000 11.0 EER 12.0 EER C R RTU-6 LENNOX LGA090H4B 93000 11.3 EER 12.3 EER C R RTU-7 LENNOX LGA060H4B 62500 13.0 SEER C R RTU-8 LENNOX LGA048H4B 51000 13.5 SEER C R Required Indicate source of information , Document- ❑ARI Unitary Directory,Section AC,page: ation ❑ARI Applied Products directory,Section ULE,page: ID Product data(Attach data furnished by the equipment supplier,I.e.,"cut sheets") Code Required Cooling Capacity(btu/hr) Minimum Rating Efficiencies Compliance Seasonal or Schedule Equipment Type Over But not over- Steady State Part Load New* 0 65,000 na 13 SEER Single Package Without a Replacement* 0 65,000 na 9.7 SEER A Heating Section or With Electric 65,000 135,000 10.3 EER n/a schedule of equip- Resistance Heat All 135,000 240,000 9.7 EER n/a ment efficiencies was 240,000 760,000 9.5 EER 9.7 IPLV reformatted from code, 760,000 - 9.2 EER 9.4 IPLV Table 13-L. New* 0 65,000 na 13 SEER Split System Without a Heating Replacement* 0 65,000 na 10 SEER B Section or With Electric 65,000 135,000 10.3 EER n/a Resistance Heat All 135,000 240,000 9.7 EER n/a 240,000 760,000 9.5 EER 9.5 IPLV 760,000 - 9.2 EER 9.2 IPLV New* 0 65,000 na 13 SEER Single Package With a Heating Replacement* 0 65,000 na 9.7 SEER C Section Other Than Electric 65,000 135,000 10.1 EER n/a Resistance All 135,000 240,000 9.5 EER n/a 240,000 760,000 9.3 EER 9.5 IPLV 760,000 - 9.0 EER 9.2 IPLV New* 0 65,000 na 13 SEER � �`� Split System With a Heating Replacement* 0 65,000 na 10 SEER - 65,000 135,000 10.1 EER n/a iliCv. D Section Other Than Electric 135,000 240,000 9.5 EER n/a Resistance All 240,000 760,000 9.3 EER 9.7 IPLV 760,000 - 9.0 EER 9.4 IPLV E Condensing Unit Only All 135,000 - 10.1 EER 11.2 IPLV *Equipment is a new installation or replaces existing equipment 4-11 Compliance with OSSC,effective 04/01/07 Worksheet 4e Project Name: Ultimate Electronics Page: PACKAGED TERMINAL A.C. - AIR COOLED Equipment (a) (b) (c) (d) (e) Proposed Code Enter the cooling capacity Minimum in column(c).If capacity Cooling is less than 7,000 Btu/hr, Capacity EER EER use 7,000.If above Type of Equipment Equip.ID Model Designation (Btu/hr) (95°F db) (95°F db) 15,000,use 15,000. Discussion of equipment ratings and equipment definitions on page 4-19. Units Installed in New Construction RTU-1 LENNOX LGA240H4B 15,000 11.0 7.7 RTU-2 LENNOX LGA240H4B 15,000 11.0 7.7 RTU-3 LENNOX LGA240H4B 15,000 11.0 7.7 RTU-4 LENNOX LGA240H4B 15,000 11.0 7.7 RTU-5 LENNOX LGA240H4B 15,000 11.0 7.7 Replacement of RTU-6 LENNOX LGA090H4B 15,000 11.0 7.7 Existing Units(installed prior to 10/01/03) RTU-7 LENNOX LGA060H4B 15,000 7.7 RTU-8 LENNOX LGA048H4B 15,000 7.7 htA.1.0.0,14 140.,::#41r Required Indicate source of information Documentation 0 ARI Unitary Directory,Section AC,page: 0 ARI Applied Products directory,Section ULE, Page: El Product data(Attach data furnished by the equipment supplier,I.e.,"cut sheets") Code Calculate the code minimum EERs from the formulas below using the cooling capacity in column(c). Required Enter the results in column (e). New Construction: EER cl 95F Test Conditions=12.5-(0.213x Cap/1000) Efficiencies Replacement Units: EER c 95F Test Conditions=10.9-(0.213x Cap/1000) 4-15 Compliance with OSSC,effective 04/01/07 Worksheet 4j Project Name: Ultimate Electronics Page: FURNACE & UNIT HEATERS - GAS & OIL-FIRED Equipment (a) (b) (c) (d) (e) Proposed Discussion of equip- Heating Minimum Minimum ment ratings and Capacity Ec Er Minimum Compliance equipment definitions Equip. ID Model Designation (Btu/hr) (%) (%) AFUE(%) Schedule(A-E) on page 4-19. RTU-1 LENNOX LGA240H4B 288,000 80 80 A RTU-2 LENNOX LGA240H4B 288,000 80 80 A RTU-3 LENNOX LGA240H4B 288,000 80 80 A RTU-4 LENNOX LGA240H4B 288,000 80 80 A RTU-5 LENNOX LGA240H4B 288,000 80 80 A RTU-6 LENNOX LGA090H4B 144,000 80 80 A RTU-7 LENNOX LGA060H4B 62,400 80 80 A RTU-8 LENNOX LGA048H4B 62,400 80 80 A Required Indicate source of information Document- ❑ GAMA Consumer Directory,page(s): ation El Product data(Attach data furnished by the equipment supplier, I.e.,"cut sheets"). i Code Required Capacity Btu/hr) Compliance But not Efficiencies Schedule Equipment Type Over over Minimum Efficiency This schedule of equip- Gas Fired Warm-Air Furnaces 0 225,000 78%AFUE or 80%Et ment efficiencies was &Combustion Furnace/AC ° reformatted from code, 225,000 - 80/°Ec Table 13-P. Oil-Fired Warm-Air Furnaces 0 225,000 78%AFUE or 80%Et B &Combustion Furnace/AC 225,000 - 81%Et C Gas Fired Duct Furnaces ALL 80%Ec D Gas Fired Unit Heaters ALL 80%Ec E Oil-Fired Unit Heaters ALL 80%Ec 4-20 Compliance with OSSC,effective 04/01/07 ---VrA RESPONSiE3iLiTY INDEX GENE4L NOTES vICi\ITY M,AP _ . d I SUPPLY AND INSTALL ALL WORK SHOWN OR DESCRIBED UNLESS SPECIFICALLY NOTED OTHERWISE BELOW OR iN NE 1. WORK TO COMPLY WiN LEASE DOCUMENTS INCLUDING BUT NOT LIMITED TO ALL ROOF AND PARAPET WORK 1 - _ I FOLLOWING SCHEDULES. PROJECT O IELI C TRO nMOC�E 2. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. ' ` �I�� � � ,�� ;� � Traffic � More... Mate Satellite 1 I x-4 �Es�i rr F ,=; DESiCN AND CONSTRUCTiON 3. TOP OF SLAB DATUM +0'-0",ALL ELEVATIONS. 1.1 Tam-,r DOOR SCHEDULE SEE SHEET A42 _ ,Suite A - D i , SW sr • �, -�„a5�� '� ;�� . 321 West 84th Averse Su p(303)412 2500 4. PROVIDE COMPLETE AND OPERATING FIRE SUPPRESSION AND ALARM SYSTEM. ? '` SW eiti,R Thornton,co 80260 f.(303)412-2514 FIXTURE SCHEDULE SEE SHEET F3 ;, : 49 ' F S. SHEET iN'l�EX RECEIVED 5IGNAGE AND GRAPHICS SCHEDULE SEE SHEET F4 „ g x; s, a._, TITLE SHEET 2 1O SEE SHEET A4.1 �. �7`. _:;,.§ ST1 SITE PLAN FINISHES SCHEDULE E F,,= .y, r' '�'" ; ST2 SITE DETAILS CITY OF TIGARD ,ss..�� �r �r/ 1�'4:8�.'i;tt!.gfeP3i° " ,..S''. �. !n.. ,. ; Y.p;}se31.:,`.f«`# ss"igta��i#,. ^ , � �.. �UII..I�I V RESTROOM ACCESSORY SCHEDULE SEE SHEET 44.1 , . .- ;� :; F:,It.1, .f 513 SITE DETAILS NG DI ISION i _ $:�,.�. /{^4zyS I LI LANDSCAPE PLAN £0S`a-•� 3 ,J�e t ¢,, , { S 3 f Y - 3 LIGHTING SCHEDULE SEE SHEET E02 `" �` k �:<,:.. .:' L51 LIFE SAFETY PLN ,a $^ �.. _ tf i &' K OWL, A0.0 DEMOLITION PLAN ,5 cr± ai Grove AO] DEMOLITION CEILING PLAN VOLTAGE SCHEDULE SEE SHEET E4.0 .,.`.,e-.. ;'` LOW OL E ED LE Ce t/�y�. ,�. v, z,3.>;ai FLOOR PLAN ?. � t.` .,23> x:�':: t3; Al Ai L OR PL ELECTRICAL EQUIPMENT SCHEDULE SEE SHEET E4.0 '�� ��',� �t�$ ,�, ��t '.1''' \�� ���� ?� � ; ="�+��� A2 REFLECTED CEILING PLAN ., ,a f.,, i ;:,,,: v: ,.. ::;:�v._ A3 FLOOR COVERING PLAN MECHANICAL AND EQUIPMENT SCHEDULE SEE SHEET M3.0 frenetBEr>ri=.. . 'Q°8 t rp A4 ROOF PLAN '�tt!!'ck s .1.:i °444A ' i'�. ` C3%>uranf°t 1i# !'L3 vito I $ tke:t_ - yF'dNa+'+'�.3'x. A41 PARTITIONS / SPECS r ' - ...:. r , A42 SCHEDULES / DOORS SECURITY SYSTEM - EAS SEE SHEET F3 k t B.,,,,,&Ncabi A5.0 INTERIOR ELEVATIONS SECURITY SYSTEM SEE SHEET F3 � 4z t .t$ vv >i,,o_,;;krr A5.1 INTERIOR ELEVATIONS LI ''9``" ` ..� : NRTH A2 INTEIOR ELEVATIONS a0}P'#9 R t -AAae 2Q10Goo ,s ei ri...or !, SECURITY SYSTEM - E3URGLARY SYSTEM SEE SHEET E4.0 _ `; A5.3 INTERIOR ELEVATIONS SYM'O' COI:DE SUMMARY A5.4 INTERIOR ELEVATIONS A5.5 INTERIOR ELEVATIONS APPL iCAE3LE CODES 4 STANDARDS A5.6 INTERIOR ELEVATIONS FINISH NUMBER INTERIOR ELEVATIONS SECTION NUMBER INTERNATIONAL BUILDING CODE (iBC)with LOCAL AMENDMENTS 2003 EDITION A5.1 e AD. MATERIAL NOTE INTERNATIONAL MECHANICAL CODE with LOCAL AMENDMENTS 2003 EDITION 46 EXTERIOR ELEVATIONS A53 ler Ali INTERIOR DETAILS SHEET NUMBER UNIFORM PLUMBING CODE with LOCAL AMENDMENTS 2003 EDITION Al2 DOOR DETAILS SECTION INTERNATIONAL FUEL GAS CODE With LOCAL AMENDMENTS 2003 EDITION A13 INTERIOR DETAILS F IN i SHES NATIONAL ELECTRIC CODE 2003 EDITION A1.4 INTERIOR DETAILS (SEE FiNISH MATERIAL SCHEDULE SHEET 44.1) mb DETAILS D INTERNATIONAL ENEMY CONSERVATION CODE 2003 EDITION A1 TYPICAL DETAILS 'DETAIL NUMBER ROOM NUMBER OR SPECIALITY STRUCTURAL CODE 2004/2001 DETAIL • OR SPECIALITY CODE 411 2001 All WALL SECTIONS I ,,/ '`�'3 OR SPECIALITY MECHANICAL CODE 2001 A1.8 WALL SECTIONS I SHEET NUMBER 5�4LE5 OR SPECIALITY PLUMBING CODE 2008 Fl FIXTURE/MERCHANDISE 100 OR SPECIALITY ELECTRICAL CODE 2008 F2 FiXTURE LOCATION PLAN DETAIL OR FIRE CODE 2001 F3 FIXTURE SCHEDULE ROOM OR SPECIALITY STRUCTURAL CODE 2001 F4 SIGNAGE AND GRAPHICS PLAN DOOR MARK CODE ANALYSIS Fb T SPECIFICATIONS SYTEMS 0 WINDOW NUMBER SPI,_ OCCUPANCY: GROUP M- SALES FLOOR Approved plans 5P2 SPECIFICATIONS I GROUP 51- WAREHOUSE sh�l1 be job site . 5P3 SPECIFICATIONS = 105 Imo GROUP FI- INSTALL B e on AY J SP4 SPECIFICATIONS DOOR 51.1 STANDARD NOTES AND DETAILS REQ'D SEPARATIONS: NONE PER(TABLE 5.833) Final inspection approval is 512 STANDARD NOTES AND DETAILS WINDOW 513 STANDARD NOTES AND DETAILS SPECIAL CTI REQUIRED KEY NOTE TYPE OF CONSTRUCTION: SHELL -TYPE II, B, SPRINKLERED required prior to occupancy. 51.4 STANDARD NOTES AND DETAILS of on Structural S•eclat Code �/ T,I. -T,YPE I I, B, SPRINKLERED 52.1 FOUNDATION PLAN State Ore to D2 53.1 ROOF FRAMING PLAN BUILDING AREA: 39,382 SF. 54.1 SECTIONS le Concrete and Reinforcing Steel 542 SECTIONS KEY NOTE5 543 SECTIONS ' EiVELts installed in Concrete ALLOWABLE AREA: UNLIMITED (SECTION 5013)W/ AUTOMATIC SPRINKLER SYSTEM 55.1 FRAMING DETAILS 1 O Special Moment-Resisting Concrete Frame 552 FRAMING DETAILS g WALL. TYPE OCCUPANT LOAD: SALES FLOOR: 24,300 F. (30/PERSON) : 810 : 3 REQ�D EXIT 55.3 FRAMING DETAILS (TAXX) (TABLE 1004.1.1) WAREHOUSE : 11,640 F. (500/PERSON) : 24 : 1 REQ D EXiT 55.4 FRAMING DETAILS ❑ Rei forcing Steel&Prestressing Steel Tendons INSTALL SAY: 1,338 SF. (300/PERSON): 5 : 1 REQ'D EXIT 55.5 FRAMING DETAILS Structural Welding ACCESSORY AREAS (RESTROOMS ETC.) : 2,104 SF. .6 FRAMING DE TOILET ACCESSORIES _ 55.1 FRAMING DETAILS O High-Strength Bolting LOCAL CONTACTS M1.0 LEGEND,GENE NOTES Ml.l F ; L4 HLES e REFERENCE CITY of TIGARD QTY C)�`TICAtRD M2.0 OPLN® :::::: Concrete COJ�I.l�ll�l C. Ri�75 BUILDING DEPARTMENT Approved #* �/,�j/-r/��+ ���*���7�', M2.1 a�l"f>t�v �I� it/J������❑ C ,,,RR„RRR i 6pdnidae TiGARD,OR 91223 .......[ Al 1 '. M3.0 DETAILS AND p1A�S O Insulating Concrete Fill a PH. (503)118-2436 + >� ,-� ' P1.0 LEGEND,GENERAL NOTES 0 spray Applied Fire-Resistive Materials FAX permitNum,. ," •'° ' '! r+►bins P2.0 PLUMBING FLOOR PLAN RE V i S i ONS © g- P2.1 ENLARGED PLAN '� A53 c OR A53 BUILDING PERMITS ND INSPECTiOP " ' ,.: 'it we, e. show • . I •0 Pilings, Drilled Piers and Caissons PH. (503)'118-2436 �y: � ��- Date; ,�.,,,,, , P3.0 SCHEDULES, DETAILS O Shotcrete b Dries * - E0.0 LEGEND,NOTES, INDEX FIRE PREVENTION E0.1 NOTES EXISTING SHELL WALL � �� �.��' c - E02 LUMINAIRE/ EQUIPMENT SCHEDULE O Special Grading,Excavation and FII ;z+. INTERIOR ELEVATION INDICATOR PH. (503)356-4123 O Smoke-Control Systems z,.:=LY{ OFFICE COPY E1.0 LIGHTING PLAN . , E2.0 FLOOR PLAN AN - POWER O Other Inspections EXISTING INTERIOR WALLS E2.1 NOT USED _ , PRO J E C T T E AM . . . . x . E22 POWER DETAILS - TV WALLS nomunnommussmaim NEW METAL STUD WALL - E3.0 ELECTRICAL DETAILS SEE PARTITION LEGEND ARCHITECT TENANT STRUCTURAL ENGINEER E3•l ELECTRICAL DETAILS TENANT E32 ELECTRICAL DETAILS FOR SIZE HEIGHT T ,•, 4TUM STAiNTEC ARcklITECTURRE INC. ULTIMATE ELECTRONICS BRAD YOU G 4 A66 GIATES E33 ELECTRICAL DETAILS 1131 N.McDOWELL BLVD. 321 W 84T1-1 AVE.,SUITE A 1320 W.HERNDON AVE,SUITE 101 E3.4 ELECTRICAL DETAILS WALL LEGEND PETALUMA,CA 94954 THORNTON,CO 80260 FRESNO,CA 93111 E40 LOW VOLTAGE PLAN P(101)165-1660 PHONE: (303)549.1621 P: (559)222-9600 F (101)165-9908 CONTACT: MARCUS WiLCHER F: (559)222-9633 E4.1 AUDIO / VISUAL LOW VOLTAGE PLAN G CONTACT: MICHAEL WILLIAMS CONSTRUCTION MANAGER CONTACT: BRAD YOUNG E42 3RD PARTY LOW VOLTAGE PLAN ,4151 .E V i 4T i ONS marcus.wiichersuite.com E5.0 ONE-LINE DIAGRAM, CALCULATIONS ES.i PANEL SCHEDULES IN NGEER A.F.F. ABOVE FINISHED FLOOR LANDLORD M/E E E53 LIGHTING ENERGY CODE B.O. BOTTOM OF KRAUSE PUENTE,LLC RC 3ISON ENGINEERING, INC C.L. CENTER LiNE 44 MONTGOMERY STREET, 20300 19T1-1 WA AVE.98155 - - PIA. DIAMETER SUiTE 3300 EQ. EQUAL SAN FRANCISCO,CA 94104 P(206)364-3343 A. Pi--AN Cfi ='l . GYP. GYPSUM BOARD P (949)502 4100 X 202 F (206)364-3363 A OWNER REVISION 04/09/10 RYAN T FLEMING CONTACT: O.G. ON CENTER F (949)502 4105 CO LL REVIEW SET 04/01/10 MAX. MAXIMUM CONTACT: PAUL KNIGHT No. Revisions and Milestones Submissions Date CONSTIRUCTiON MANAGER MN. MINIMUM T'CARD, O NO. NUMBER S M. SIMILAR DEFERRED SU1ITT4LS ULTIMATE ELECTRONICS 10031 CASCADE AVE P.O.C. POINT OF CONNECTION TiGARD, OR P.O.S. POINT OF SALES SYSTEM DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE TBD TO BE DETERMINED ARCHITECT OR ENGINEER OF RECORD WHO SI-4ALL REVIEW THEM AND FORWARD T.O. TOP OF THEM TO THE BUiLDING OFFICIAL UJITH NOTATION INDICATING THAT TI-IE DEFERRED 94 StanteC TIP. TYPICAL SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY NAVE BEEN FOUND ULTE ULTIMATE ELECTRONICS TO BE iN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE Stantec Architecture Inc. Tel. 707.765.1660 DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALL UNTIL THEIR DESIGN AND 1137 N. McDowell Blvd. Fax.707.765.9908 U.O.N. UNLESS OTHERWISE NOTED SUBMITTAL DOCUMENTS HAVE APPROVED BY TI-4E BUILDING OFFICIAL. V.IF. VERIFY IN FIELD Petaluma, CA U.S.A. 94954 www.stantec.com i ARCHITECT OR ENGINEER OF RECORD SHALL SUBMIT NOTIFICATION iN WRITING TO THE Drawing Title 5UILDING OFFICIAL THAT ALL GENERAL CONFORMANCE WITI-ID THE APPROVED PLANS AND DOCUMENTT S.iNSTALLED IN TITLE S I 1-"f 4 °I� ALP) Drdi ProJsct No. w r•` - 2001649004 THE FOLLOWING SUBMITTAL ARE DEFERRED AND UNDER SEPARATE COVER: 7/ frUL1EGtGreNO. stele - 5 00 Draw No. * FIRE SPRINKLER MODIFICATIONS * SMOKE AND FIRE ALARM PLA ,,w!"+ W` (-°� TO EXISTING BUILDING SYSTEM T� • •Reviewed g *� ate �_ '414 OF 014. , , JUN 0 9 2010 y ........_ ...., _ . , 11 - L I____ ___1----N L J H 0 [ELECTROHDCg , DESIGN AND CONSTRUCTION 321 West 84th Avenue,Suite A p(303)412-2500 ic), Thornton,CO 80280 r.(303)412-2514 0 / V-- SITE KEY NOTES <<<<S1- ' 1.01 ENTRY ELEMENT LIGHTING, ADJUST TO ASSURE MAXIMUM LIGHTING AT ENTRY IrAllin \0\ *C.)/ Z 0 1.02 POWER WASH ALL HARDSCAPES 1.03 RECONDITION SURROUNDING LANDSCAPE ,t,\ CDC17 1.04 NEW BOLLARDS Nr • 1.05 EXISTING PYLON SIGN TO REMAIN Z \ 1.06 NEW HANDICAP ACCESSIBLE FLUSH CURB ,, Z ---------- ,/ A"---'-------\\\ iiiiiiii -------f., N 11%........ %"lb„4404.444,% 101 EXISTING ACCESSIBLE PARKING STALLS 1.08 EXISTING ACCESSIBLE ISLE / NN\ Z / e\ , %-.A, -e --,..,...,....._ ,... '----...__ _ _. ............... 1.09 EXISTING HANDICAP PARKING SIGN ON EXTERIOR WALL TO ii3E REMOVED Z '---14*--■% -.. %%.4,4444.% 110 EXISTING LOADING DOCK TO REMAIN X e■ t3 ----..„,....s. ... , VZ.,( ...._.21 .0 • 0 ... --------, -------,,,_ --......,____ , ............. ............... 1.11 EXISTING WATER METER 112 EXISTING TRANSFORMER TO REMAIN. 414■44%.0-4,06%.,..--,z,,,, ----„,„_____ \-------„,, 0 ■:-----* 1.13 RESTRIPE (E)PARKING LOT (TIP.) e° La , 4'..........a..----, fr. 30:6,, ---...„...„, ................ 1.14 EXISTING GAS METER -.. gib Alliktii CI (1 1.11 44.%.............. 1.15 EXISTING TRASH ENCLOSURE TO BE REMOVED INFILL i 0 ti "-------..„.. 1 1 0 , ...„,„.. .4 UJ/ ASPHALT. I / 0 1.16 NEW COMPACTOR CONCRETE PAD PER DETAIL 12/ST2 / --:.------, -S x e# _1- ... 0 0 0 If t iii:,„............---,,,:. i 0 s 0 I 1.11 NEW ACCESSIBLE PARKING STALLS 0 40.------------,„. I 0 1.13 120 "%**%.446 N 1.18 NEUJ ACCESSIBLE AISLE 6 •0.**--'''',. \ 1 1.19 NEW HANDICAP PARKING SIGN ON EXTERIOR o ■ rr WALL 0 1 N .:!lir■ \ I I 1 (N N N (' 0 NNN 120 NEW PAIR OF FLOOD LIGHTS MOUNTED ON (E)AREA IN _I_ N. =17- C)0 1.22 133 PO 24 0 10 1.03 A- 0 ■\ I LIGHT DIRECTED Al ULTE ENTRY. 1.21 REPAIR(E)CURBING AT F'AR(1N* AGAINST BUILDING I 1.01 \ -7 1 AS REQUIRED.TYP.POWER WASH ALL OTHER SIDEWALKS. \ I I , u u u 1.13 1.02 SPRINK*SER • ,i. sw.,*,NCE 1.12 I --- 1.06 1.04 1.11 I I 120 1.19 1.24 .46, -4.1 • \\ % I \ 0 -33.., \....)_„ I 1.22 (E)AREA LIGHT TO REMAIN. • ii 1.11 it ---.114) \ \ \ T1 s 123 NEW CURB PER DETAIL 4/512 124 (E)STORM DRAIN TO REMAIN.CLEAN AND TEST FOR I u 121 I rrp.OF 2 0 \ r 0 1 - r '-',' A.4 ,/,, 01 125 V FULLY FUNCTIONAL CONDITION. 125 NEW LANDSCAPE PER LANDSCAPE PLAN. IALN:STALLS. 1 I 1 _4,6 I 123 I I1 .------ - . 7.4`:-.......------ u 11141111 1 ' • --• ..-. - _ _ ._ /44. Uell V • •MIIIIPINI.... al= MIR I 1.13 7 1 \ 121 NNEEWW pSIAORKEW 1111 lir ',",,-.,,,,. I I 1.10 --- 1 , ....■ ............ ....■ U 1 1 1.14 ' 1.19 1 I I 128 NEW TRASH COMPACTOR FOR GARBAGE. I ri 1 I I I o I• 1. - -0 _Add 1.11 1 129 NEW 8' HIGH C1-1AIN LINK WIN SLATS SCREEN WALL FOR NEW COMPACTOR AND RECYCLING DUMPSTERS. i ‘111 1111 1.18 1 130 NEW RECYCLING DUMPSTER 1 \ 1 t 0 u 1.16 I . RAMP UP Ilt I' 1 %V * 1 / \''S\\, °.; 1.11 I ii N 1 II* • 1.19 1.20 _________„pP . I 1 \ I :3 I 131 NEW 14 COUNT BIKE RACKS. I I u 12 1 i i 1 132 NEW BOLLARD SEE DETAIL 3 SHEET A1.3. \\, I u ST2 I 1.06 11 ...] 1 I \ < 1 it 128 . \\ 6,7 1 1.11 133 NEW (1)FLOOD LIGHT MOUNTED ON EXISTING AREA 0 L IGHT. u \--- 1.18 I u § jbl 111 -.\•7. \ i \ I I al ,‘: :,,, .1. • 1.11 . . I U \ d■INI I I . 1 I il 1 u O r 128 11 ■111 Pl4b0P06Er> ULTIMATE ELECTIRONICS 1 I 1 i ' 0 • - 1.19 U 119/1- 7-151-1 ill TENANT IMPROVEMENT 125 1\I 1 ifi132 I' 130 I 1.04 0 I 1 U 401-0" O .11 I III 1 0 • At 77,-- I I I GENERAL NOTES _I u u 0 O . 1 1.13 I 1. ANY EXTERIOR LIGHTING TO REMAIN.MUST BE CLEAR 1== u O I i I 1 / d . 120 I OR 111141TE LIGHTS ONLY I \ u I. 1 i I 1 \ 4 t 0 I 2.ACCESSIBLE F'ARKING AND ACCESSIBLE ISLES MUST 1 '\ U \ I 1---- ___ I COMPLY TO LOCAL CODES •\ o \ • 0 1.02 I I I I PARKING COUNT \ ,,,,o r 1.13 0 I u\ 0 . I I TOTAL STANDARD PARKING SPACES: 11 1 . t3 u \ \\ \ o o ® I -4.-ir ...,_. i 11 _r......._- -- II 1 0 125 . C) I\ FM \ I I TOTAL COMPACT PARKING SPACES: 69 I u \ \ 4, c _i_ c J L a... C _L. a AmPlampappaprimr, Allr AVAIMIIVAIVAIlei 4 I ACCESSIBLE SPACES: 5 1 I \ \ +it- • 1 :4 M T I 2 I . = 1 0 u \ \ \ \ \ mIO" 1.03 L ..--- i 513 1 i., c, at n - \ I I TOTAL PARKING SPACES: 151 I X - _ 1 I \ I ' ' .. I I A OWNER REVISION 04/09/10 II I LL REVIEW SET 04/01/10 . WO MD 1/////////////110 MS MO 41111■111111111=1 MD OM EINIMMINIIIIIM NM OM 1111•1111111■11111111 IIINI IIM 411111111MMININD MID UM 1111M111111111111111111111 MD OM M11111111111■11111 NM OM Nall/II/W/////// IND MS 4111111111111111111111••WA ONO IIIIIIIIIIIIIIIIIINA MO VIM WIIIIIIMISOINIP MO NM IIIIIIIIIIIIIIIIIIIO IMO OM III/MININAWANNIO OM 6//.II/////////a•AIM MED 1 I No. ReViel0t16 and tilleetortee/Submlealone at I y M m * m ,n „ M.. TiGARE), OR Ei ___7--- 1 7 -I „ ----N, ,.....,. -„, I I ULTIMATE ELECTRONICS '41#14■1%•ftmo. I jr I- _ \I ______:'"---------------, ,,,------- . I ‘ 10031 CASCADE AVE TIGARD, OR I 44 Stant& I NORTH Stantec Architecture Inc. Tel 707.765.1660 1137 N. McDowell Blvd. Fax.707.765.9908 0 5 10 20 40 60 Petaluma, CA U.S.A. 94954 www.stantec.com 1 •1 all NM IIIIIINIM I I I =II MII IIIIIIIIIIIII MIIIIIIIIIIII 1".3V-0" FEET Drawing Title . SITE FLA\1 . . , -...itli':. ' I . Drawn: Project No - 2001649004 Scale . 411111 ,..00, ULTE Store No. Atailli"... .* ‘770q - - _ 111r ' .10.1 1-•. 1 'K',1 en. 400 ,,,..„,„,9,,,, 12 04 2929 ST1 SITE PLAN Reviewed .... .A SEBASTOPM,CA 6 pat. --1,,. 1 e OF 00'1 JUN 0 9 2010 _ — L._ 1 — Lii , A Ci . y. 5'_31. / '19'-0" / 42'-4" ,/ I_ 0 2 �(��(�(/(�`�\)(��V(�� (/��111 I II 1_ " �../ IEEE J�UNtiJHOCg CONCRETE SLAB PER CONCRETE 11'-6," y 38,1-6" y 6 -� / 161-8" 181-0" 101-0" i4 DESIGN AND CONSTRUCTION PAVING SECTION 8'-0" 8'-6" •4 REBAR CONT.AT PERIMETER(TYPa 6'-6" 1'-0° 321 West 84th Avenue,Suite A p(303)412-2500 f (N) PLANTER R=21-0" i Thornton,CO 80260 f.(303)412-25'14 TOOLED EDGE 4'-6° f TYP. R=5'-0" (E)ASPHALT PAYING , MA. -- -- -- , /r ::::::::':::::::::::::::::::: ::: ::::::::::::::::::::'::::::':': ::::' '� • c •-:.ter s-�:�'. ..,.....4.5,.;‘,.....4.7... •C^1 • - fl_ "±,,. •Tit«y���0:;*tom `•'i 4. i at•' it o (E) PLANTER 4 1 II ' ►•;t4� v; �,}?7ir' r► wwe� .►elV► "►, NEW VAN R=21-0"• .. ,.r,_±►�>t r7i{tw r:.t.' STY •' '• - AGGESSiBLE e. (E) DRAIN INLET• �� /�'!/�'/�/��,�� �%'��� //�/�!/\!/ \r0 — ; . 2 AMKAI (N) PLANTER 0• •• :. .• - .. . • . '.•. :• • - '.- , . IN ANY Jo (E) 11 TRANSFORMS- DIRECTION. 6 6" 1 lE)ASPHALT \ \ _.> - - -3 - . 4 BOLLARDS • ' • - I 11• o n -�' Q_)3 .. y p 5'-(0" O.G.' • a. TO REMAIN ,11 . . . CsRADE 0 \ L3RSAK i • i •` 29 MAX.•SLOE'S: ' (E) PLANTER = : ' MAX. - _ l2) 1'BIKE WAVE RACKS '� &t 15 � n (E) CONCG ONRT O 14 BIKES TOTAL 44 • . j _••/ / -\ SIDEWALK (N) PLANTER ' CONCRETE SLAB �. .•-.Y —•. 'l in C) 3/4":11-0" (N) BOLLARD,TIT. — 1 (E) ASPHALT PAVEMENT MASCO CAST INTACT - CAST IN PLACE ► ' / \ DETECTABLE WARNING PANEL 36"x24" PART "MATP32 - COLOR YELLOW OR PER CITY REQUIREMENTS / 6" / 2'-0" 6" / 11 110'-0" W 711)\ < I7/Jc//f/fd ! /. \ \ / / k .1 / n Is •k .:, •• ii••4.,+ 4 9 ', \ 7/ 28'-0" A _011 / 51_011 / 4,s. Ott -4. . A ,a w' d Pikia I-1 Oxiar.1EN1 firlo ) PLANTER 31_6n.-"44\ \ 1 \\NN .•.. fill (1)N0AOzONTAL '•TO FOLLOW LOT / , ,, V \ C \•FOR DRAINAGE (SEE SITE PLAN). �' \\ \ _ TO= 1ER LINE OF EXISTING \\\�, BLDG ) \ 14 STION AT FLUSH CURB DEMO LIGHTED c I - .-, ::::: NEW BOLLARD. I - - ACCESSIBLE d . .. . PARKING STALLS. NONE ��I p •�• 2q�MAX.SLOPE - � • 4• �• :.:,:.:.:.:� iN ANY DIRECTION. 4 / k,/ 1 - I 0 3'-0" PRECAST CONCRETE /I '' r WHEEL STOP �' / ,/'\` DEMO/GRADE ALL S PARKING I-IARDSCAPE AND .` : LANDSCAPING IN I-IATCNED R .6 /. ..1 \ AREA FOR NEW WORK. // �/ A CONCRETE PAVING. DRILL DHO' XAVATION ELAN „, c :I -_ • . ( r HOLES AS REQUIRED FOR C`/ / II REBAR. N.T.S, a,,/''f,�``' ;V / f , - // / - ;0 +'5 REBAR x 2'-0” LONG, ,/ /I- / \ . \ - 11 i DRIVE INTO COMPACTED ■ /;/ l; 'j! = LL • �� . ,, A=•.s �, SUE3t3RADE. TWO PER , % a° 1W4EEL$TOP$ ',, ' :4741 ifirit, t; WHEEL STOP l _ _ •:t; .•..,,,...►.� , M , .0 TYP. d� Sl Vi f8 .�. at,. r4 . 'ter#•,.,. ,1►.f, f AGGREGATE BASE, CO '41.0.4../.'0041 ..t':��'4 40"' '.,s>-. WHERE OCCURS ' �=.ii, -III- I I 1O'-0" 1s'-0" III-1 / Y Q \ (N)ACCESSIBLE PARKING I =I�I=I I I I -3 E SIGN.(TYP.OF 5) 11 I=f= I I I Q (N) CONC. 16 I1-III-III Li COMPACTED SUBGRADE I CIO E SIDEWALK , I I ICI I IE•I I II I I I I I "I I r -• (E) CONC.SIDEWALK TO REMAIN. ' %I I IEI I IEI I IEI I NORTH H / 15 STOP r;ETAIL I ( ENLAR6Er; SITE PLAN 1 1/2H=11_0" 1/8" : l'-0" 6 X 6,W-I.4 X W-i.4 W.<UF.CENTERED IN SLAB. CONC.PAVING W/TRICKED EDGE 4 ISOLATION JOINT OR AC AS OCCURS. 6 X 6,W-1.4 X W-1.4 W WF.CENTERED iN SLA83. 4"CONC.SLAB.WI FIBER-1ESH CONCRETE CURB MATCH(E)CURB COLOR - - REINFORCING OVER COMPACTED FILL WHEN REO'D. a PLAN C Ck-co1/1 6/ff I 1 C \ \ 1 _ L OUNER REVISION 04/09/10 TOOLED JOINT AT 1,5 TiMES SIDEWALK `4 4 >)/\,\\/,\'� TOOLED EDGES u. REVIEW SET 04/124/10 WIDTH.O.C.MAXIMUM. CONCRETE SLAB TOOLED EDGE " j\/1\,/}/\,/\//'�` No. Revisions and Milestones /Submissions Data 6 OR PER PLAN(� MAX. WITH \ , ' , \�\�\ \\;; PRIOR APPROVAL FROM RI-IL -, -�y*\//�,`/;/ *4 BARS 18" O.C. DESIGN GROUP,INC.) t � ', /,:*\' 1 IGAR1D O Q \ a\ ,•., EACH WAY. =d• :y ',x� k 0 14 \4></.//< .( 4 _ tV ' • .. ."� � � �,� 1x.►1w��`'�1 / / /fir 4 --�—_ 4" NICK CONCRETE S A 4r 4� �,'t • \ \ ULTIMATE ELECTRONICS RETE L B 0 -=-i�4 ?4—)< --�4- - AL PAYING OR CONC.PAYING WITH• S'.e w�etz�,o oa •.. v\ `'';�,\ (2)+3 BARS,COLT. DOWEL 10031 CASCADE AVE X 4f—�'dC—qtr .>E�{ •., :.• \\`/\�� INTO EXISTING CURB WHERE TIGARD, OR t `� 4.° • a w . - ,• A - d • d •• EXPANSION JOINT AS OCCURS /j\ \/ OCCURS Ky " 4w' :+ ..•,,.,.r..+..,. •.r a►w,!a a�..,:4.i,-.ar:+: .<\//::\<//6.<\// i -�z ►,� t�l►�iR,M,4I►dn>I>V4P#,>aM,!44.441 1►„ 41 �►�#i► GLASS AGGREGATE � ,/ \ \\ €1 s w P +"��I�.-410 P- it w •111P .w w .r- f � MCI. ^\/�\//� . �► 1..:►• a,„# �llr , a►,�41'o►+1► w a► iq► q. \\,/x/\\,./\/\\ \\ \ \\ q t-y,,�A�I•I-�•�� ALE BpA�SE / • 11.'4'•.a *a4.'...•«♦°,IM.w w�!*4•4ta .• #a 11 o4aea, j°4,0 4- COMPACTED W 1 L.i!TO MIN.CI✓A / f / / f / V ',•„,,,,-.' ' •• /// . ,.. •.: ! � h �- "Fri ♦ M ! ! -••�' a►. !11. ,4F' M..; /y (11 — ,y:-„,,,/, ,,,,,.< 0 Sta niteC ,..*=-- 2" •- -rii 9P 1r"1► - 4.04.4.',! �,*a J 5?!? RELATIVE COMPACTION \Y;\ /// / ,, ./\ a_ w / / "�TH1GK SAND OR \ . ,.....,r4."..,0,... .-.1,.e....w....,.--�* , ► ' /\\i Oj/\`�,�\ �`' ;° ' / / :.... j 1/2 DRAIN ROCK /\/ s' /\/\`\/\/ /..\\///>\/./\ ->\/.//> // //� � ',\/\\ NOTE: r /\�%\/\i /\/� `�/\/�\s /\� ,� /\i\/ �/\`� \ /\�/\` /\\ /� �`� /\\\! \/\ \ \� /�/i /` \; // a Stantec Architecture Inc. Tel. 707.765.1 fi60 //,,/,// ///,r`K ,s/r` '/..,,\/k,.///j//// / //,; ;\/` /\Y, /\/\/\ \✓ � \/'/\/�-' RECOMPACT SUB-GRAPE TO •/< \/\.r NOTES: /a\ \ �\ 1. EXPANSION JOINTS® 40-O O.G.MAX '/\//\//'/./\//``/\%\//„/;,\///i//`//}//\�i'`�/\ / COMPACTED NATIVE MATERIAL '`/�\/\�' °\/t\/ �`,�/\/��/\ \\/\\/j 95%RELATIVE COMPACTION -\ ir,-'F` \/,, *4 CONT. T. 4 ;B. i. EXPANSION JOINTS®4m 0 MAX AND CONTROL JOINTS o 10-0 O.G.MAX. 1 137 N. McDowell Blvd. Fax.707.765.9908 \\,\,`,/,' e&',<. <,\..\\•X<\\\‹\\';•(\;.\\'\`�\\,/&s:\'``,<\\; :/„, /r,, /, /, /° r'•',../A'\/,//, !/,\Z/ 2. CONTROL.JOINTS• 101-0”MAX. E,E , YVHEN ADJACENT TO GONG.YARD GONTI ME \ 3. WHEN ADJACENT TO CONCRETE SLAB 6„ JOINTS THE CURS. Petaluma, CA U.S.A. 94954 www.stOntec.com 11 CONTINUE SLAB JOINTS THROUGH RAISED / Draw Title �3 CONCRETE WALK '''�'°f� 6"MINIMUM AB OR MATCH DEPTH OF EXISTING ADJACENT 4. ISOLATION JOINT AND TI-IICKENED SLAB SITE i I"�I � • AGGREGATE EASE UNDER ASPHALT PAVING 6a EDGE MAY BE SUBSTITUTED FOR / / EXPANSION JOINT. ir -. , i AR Drawn: Protect No. ►t;4 - 2001649004 UI-TE Store 14o. Scale Y '� ' AS 5HOU1t`l I & CONCRETE SIALK 12 CONCRETE PAVINCB @ APRON a RD CONR!T frNALK FLANT!R CURB 4 " .��, ����' Drawing No. ii_ 1_ �► �i_ 1_ �i Reviewed ST2 6 1 1/2":11-0" 1".11-0" 1 -1 0 1 -1 ID SISTt3 .,CA , Pate 4''''l OF 01%.4C'''(Is' JUN 0 9 2010 , . --1_ _ 0 ELECTOKYNOCS DESIGN AND CONSTRUCTION 321 Went 54th Avenue,Suite A p(303)412-2500 Thornton,CO 80260 r.(303)412-2514 _ ft . . . - - - •' (N)!BOLLARD,SEE . •• - (N) R°1-1--UP DOOR± DETAIL 5/A13 '• :....... _...............__..,e.E.DooRlapouLE crnr.....,0F40_ , (TYP.10F 2) ..... I - . . • • 1" 1 i 1 . ., . . .•- • I • 1 • rd——---1 --r , 7' . 1 t.-24 rj Ll i - • • • 1 • . . . " • •. . . . • - • 0 '• C ' - • ' • . • • 0 7.-----Z. b .. . 1 .- • - . . . • . Al2 . , . - - . - Al . . . • • In • ' • ' • . . . - ... . • . • .. ' . . • . • . • • • . . ' . . - . . . . • - -. . • • . . • • . ••• • • : . . . •. . - - - • - . • - NNN . - • - . ** - • . - • • " • • • - * • • . . • • • , . . • . . • . . . .• . • .. - • . • . . •• • . . . • • . • • • • . ' - . . . . (14)DOOR • • - ' • . . . .. .. . . . ... .. . . . . . • 10 . ... . . ••. . . ST2 • . • • • . . f • . . . .. (N)LEVEL LANDING, . . . . -. -•• • • • .. • '• : . . . • ' CCA4C.SLAB 2%MA.SLOPE '-0" • .* . -. .- • - • - . • IN ANY DIRECTICK ' • - . • • . . • • • '• • • • • • •.•• . •. • • : • •. • . . IN).6"CONC. . • - - - ra • . . . •. • . • • -0 / . .. . . . ... .. . .. .... . . . . . .. - . 01 L (E)ASPHALT - •. L (E)ASPHALT . . • • . . • -------\ • TO REMAIN. . • • . •- \ • .. . • - . •• . • • • . - - . • • : .• . .•. . . . . • .. . . . •• . . . . . . . • . . . .- • • . . • •. • ' . • ASP1-1 OVERLAY - • . . • • . - • - . . . • • . -. • .• • . - • . . TO CCW-ORM . • • . .• - • . . . • ASP1-1 OVERLAY • . • - • • • • • . • . • ... • . . TO CasFORM (E) •-- ,, I • DP 'CMG. - .• . • • - . • , . • . . . . (N) Cd1C. ( , ASPHALT TO --=,A IN . PAVING 7.- . -. • • •" " . . . ' • . .• .• - Pi4v11■4 T P REMAIN . - . • • . . - •• • • . • . . • - . - • . . •. . . . . . . • . . . •N- • . \ 41 f_ L (E)ASPHALT 410 i 0 16 AU 4- TO FiEMAI . e ---- \ i..3.. / 1 2 1-0" / 31_111 1 2'-0" / / 7/ 21'-1" / 5'-0" _ NORTH NILAIR6Er, SITE ELAN 1/4k = 1'-0" - - - - PLAN CHECK SUBMITTAL 015/10/10 1.1-REVIEW BET ø411I1 No. Revisions and Milestones/Submissions Da. TIGARD, OR ULTIMATE ELECTRONICS 10031 CASCADE AVE TIC/ARP, OR Stantec Architecture IncnteC. Tel. 707.765.16 60 1137 N. McDowell Blvd. Fax.707.765.9908 .. k - 4 AR ,Petalurna, CA U.S.A. 94..954 www.starrontejaac.coNom. Drawing Title 5 IT r:,E TA 1 LS 200149004 411111Wir ,--- 40 WE Stare No. Scale - AS SI-1001 - ,.....0 to 4. 00 ,,,..0,... - . $ , . .1 1 P:'. ent 41.' 2929 0..ito) STS Rinetemed • 0 tip S a 1 A S T OP C X CA ,„, ..,. ' _ .04 c.,,,,--• Data - 4 4 g 0 F 044 JUN 0 9 2010 O 0 N _ d° 1:=)i—ANTfNCB LEG- ENi� 2 1- MOUND ±30"NP P O 'OSE I� PLANTS I VL R:iisGL1ENT�iz�/aLAND��aLEC�ENDS�/s0295L01C-� 41'6'44/II_t ;: —; 4 ' SYr�oL SIZE c�TY BOTANICAL.NAME Q ;,� — / :1111► .= ..F CI „ _ . In O•�-till 410 ,V1 N { ,� ..� // ♦. :. ` �y DESIGN AND CONST U_/T(ON 1��. O. < _ N DES G D R t TREES ;' I ' ` „=4 NIGH_ . .. „ .. :1 t ® N ,4 a _.: � 4 321 West 84th Avenue Suite A 1303)412-2500. 7hornt 80260 ( 3)412 25 4.rn . //r 0 /i O . • . 2 GAL 6 25 I UM M 0 0' OOOO aO O /i , . - a a . . /i ��_ � .. Y, k ACERGRSE 000, C� c. ♦ : - `�O O . O C� Q C _ ��O 00 O -O O O . al o�o o�ro101o�o O o O�o�a..��� �. , - o o m Q o— 2 M _ N������� .. OW S 16�, o - - EXISTINCx LANDSCAPING TO REMAIN - CAE E L NO E S li 2 N � �' .v _s � =£ rt ``` ALL PLANTING AREAS SHALL BE rOf'DRESSED WITH A 3 ii g ;. BH S (M uLALPL'1)DEEP LAYER OF Ulu-1�WESTERN FIR BARK A■o w 5 NODES STICA 2. R TO ARGN[TECTURAL AND CIVIL PLANS FOR�• GAL 16 6' M I � � FILL IN ALL OF PLANTERS � ,� . ,,� -�. .� � ���. DESCRIPTIONS OF ELEMENTS NOT IDENTIFIED ON THIS PLAN. -� � -- �: WITH rRACNEL0�5PERMUh'I � ;,;;�- � .: �`�. � '� � � ,_ < , -.! y FILL M ALL OF PLANTERS �I o � � �� � ��..� ,}��'� = O CRE, __ iti _ 5 GAL. 6 3 MANONIA AQUIFOLIUM M I 4 WITH 7RAGHELOSPERMUM :10 -. x - _ ;' - 3. OBSERI/E THE FOLLOWING MMIMUM SETBACK DISTANCES FOR = -�� � O 1 GAL. 25 2' GOLDBAND II 1"I SEDGE ' � GAREX MORROW PLANTING v BETWEEN STREET TREES = 30 FT. X t I I E I 0 :' , 5 GAL. 13 2' BERBER'S THUNBERG M DRIVEWAY CUTS AND FIRE HYDRANTS = FT. rn 7R,- RIS DWARF PURPL Q ) CRIMSON PYGMY BAI�ERRI'�� �� r = - . UTI ,MANHOLE,4ND OTHER U71LIT1' = 5 FT.10 _ DUF VAR LITY BOXES o I 4;.y ` O 5 GAL 28 3 ABELIA X CONFETTI M ILIA VAULTS,TEL P�IDNE AND OTI-ER UTILITY POLES,-� �� CsAS AND WATER METER AND MAMS o°� � E3 E RE3E R I S C 0 5 GAL. 41 AV ILEX GRENATA M JAPANESE 4. ALL SURFACE AND sue-SURFACE 5W4LES,DRAINAGE ® • __ - STRUCTURES AND PATtERNS SHALL BE MAINTAINED.y 5 GAL. CHINESE RUBRUM M FRINGE FLOWER O 0 G 9 6 r,�- WILL BE --to ;! 'FIFA'S RED Q ,� �` j y A LICENSED LANDSCAPE MAINTENANCE CONTRACTOR W -� RETAINED TO F'ERFOhI'1 ROUTINE MAINS DUTIES. -- - --... a W "T J AMEA ' „ ALS M OUP SPRUCE 5 GAL. 8 30 ARIES B L. -� r a ,- 'T # °} .-. - K�Aid�L KTIE .,. ,�h,-4 ,` -a - �ly�y.i,�,t 6- PLANTER SOIL SHALL BE AMENDED AS DESCRIBED BY A}. L TORY SOIL ANALYSIS. AGORA ANAL , x G /MASS PLANTINGS _ 1 • - _ � DASHED LINES INDICATE CONTOURS OF MOUNDING (+i' 0° } - 4"POTS 1325 NOF PO 4T ABOVSE LPG OF ISUU IN PAVED VACS. 1 �♦�.a >F _ k 10" TRACHELOSPEt JASMINOIDES M STAR JASMINE MOtI4DS TO BE CONSTRUCTED OF GLEAN NATIVE TOPSOIL OR L 2 O G SF Q , ;$; APPROVED FILL IMPORT PER SPECS.COMPACT t0 85%. a ,, i , _ __ _ _— ---- -, ''''' ' '''''', ---' 4,a,a -- - ':'-'--.:-/' SITE FEATURES TYPICAL L R 'E T L UM 5: ILEX O O ui .. __ * 6 BOULDERS - PER DETAIL CITY Y SPEC I I C REQU RE ENTS ii -40110r* _140111,„„ --= .„ ..--,y,,,,,. ,,±',.k.v ' ' 4..5.,-1S4 ,---4'‘ ,.-?' Itr, . ,,,_ , .. , „ ...„,., _ _ .k ., , L 3 MOUNDS " ' Y ' ' `"' –––, EXISTING TREES AND LANDSCAPING TO REMAIN PER•4. r:_ _ , r s ,'_` 18145A 18145.030 CII FILL N ALL OF PLANTERS _p 4 K .0 -*_ ' � t �- ROOT BARRIER: INSTALL Al TREES (EXCEPT PALMS) . AND WITH TRACHELOSPERMUM f, 4' y 33. . -z �3- s-f� .� �4 m . , _ °T „,,,,,,;-",":-..=- r i1 20@ PLANTED 14R LESS FROM CURBS, BUILDINGS, OR rn `'' : , : N <r III 1 I I 1 I I I I I I LF- PAVEMENt. HOWARD WIRE GLOTN COMPANY, I-tA'1'WARD, Q g - - -- . -, .g- , F -.-' ; GA. ( 10)S&1-8�8� OR 24” LINEAR PLASTIC PANEL FROM WATER CONSERVING LANDSCAPE DESIGN PROVIDED A D ■ 3 . DEEP ROOT OR EC�t,IAL. r ill 111 g � ,, Q _ �.. _ •,-,_ ___ .. __ �,,. � ._ >w� TOTAL LANDSCAPED AREA: 2920 SF. :� 1 ,�+�oN I A TR,�C�IE L OSFE RMI�M 2:--I 't a }k3 .J ; HfS::P : ;t .._... -__. -.. ._._ " L••7° t Faye.. ,- �, - ..„.,., : s _ fdi , 45 LINEAR ROOT SARRIER !vim <.. Qi . � SPECIFIED. DO NOT USE In 0 10 20 40 60 SO _ ,`' ,� i� � PLASTIC Bax 8,4RRIERS. qs rt....*:::::t7i.ii...t: -:‘,„,N � a: . k N u r il -,,..:-..,-4 --'_...,-1,-'---...-,:.,..- _ EXISTING CONDITIONS u t I II ` N SCALE: APPROX 1 -60 NOT © I N OR CONS U C ION , ,� SC,4LE. 1"=20'-0" r � _ �.v . � � E3 �� L NORTI-I • ° is k� 4. g T�-IESE DRAWINGS S �4RE UNDER REYIEU,! AND SUBJECT TO 0 k,L NEW LANDSGAPIN' REVISIONS IT IS T IE CONTRACTOR'S RESPONSISIL IT`r TO us a ,SCE ' NAND IN, OBTAIN FINAL DRAt�JINC S, (INITIALED IN TITLE BLOCK), KR0 EXISTING LANDSCAPING TO REMAIN BEFORE FINALIZING BIDS OR BEC�INNINC� CONSTRUCTION. oa .� - EXISTING CONDITIONS 1—IOTOS/,/ --- - --=,,.,i,,.i.A*,k:_,ir„!,,-;' - -'---..:-:;',...4:!:A:150ril;iifi;ittiilfl.!_;i;!1 N „ _ _ _ , i e NORTH• T GI n - -7-7/2- - - 5 0 -...,,.-.,_:---_-----,-„,--„,-7-.;„1,,,,_t„-,---../..--..„--.--„,,._. , , .----.-.....1-„--,-.,..„---,-,--,..,-,-.,.-_,-,-,,,,,...--_,T,,,I.„---„„,,,-,-,..„,-„, .- - 6/ / - -_// 1*- 6-:',- _ . _..„...,,,,.._..,,__-_ - i f ///' ' , / ` � = GOING GREEN - ��' SUSTAINABLE DESIGN C EC LIST r — _ h Ruth i- S a N ,- � - _ t.., a l E.,, e ;� °_- GAD COVER DESIGNED r0 PROVIDE 100 VEGETATED COVER IN 2-3 YRS.ON AT LEAST y OREGON ri -; / ry _ 50�OF TE1E LANDSCAPE AREA = :� 02/28/11 n cil rn V- ?' 0 y. NON-INVASIV-I q3 7/ E PLANTS USED .. 0 ,,,, ";- v r. ,` L -, __ EROSION OF SOIL MINIMIZED WITH PLANT STABILIZATION,MU CH JUTE NETTING,OTHER/4 an....m. ........0 m - _ _, __s . - E L ZE L , L , a 4 Xx - x4 ” / - LOW MAINTENANCE PLANTING USED OVER 8091 OF LANDSCAPE AREA . r-- , ,,1 ..„-4 E ) I ; i 1 ' . , . ,A. 4.--,._--- , ..... , , I - E / .F-°-. . °,-------- PLANTS SELECTED ON AVAILABLE PLANTER A'' , • „... _ , _ ,_. r';, „a"v t r �.,,_..,. _,. :__..- _ PL 5E E TED BASED ABLE PL TE AREA / \ OU�VER REVISION 04/09/10 I A [ ' - WATER CONSERVING PLANTING DESIGN LL REVIEW SET 04/01/10 _c'..-7- I 7//: co No. Revisions and Milestones /Submissions Date a ,r ;p:,1:--,:_;-_1.-3 t f__.,__ - - R .. ! l o q a, DEEP TILLING REQUIRED TO REDUCE COMPACTION TIGARE), OR i i i.,__ •,, , , . u I ¥.5 " ULTIMATE ELECTRONICS EA1_20 t-k- / 0 i I MULCH DEPTH 3"TO REDUCE EVAPOTRANSPIRATION 10031 CASCADE AVE . e i PI TIGA OR Ii 2 EXISTING PLANTING PRESERVED AND PROTECTED or __.. ., 1--- 1___, .___ ,, , i,1 m 1 i . . t IRRIGATION E51GN 70 WA CON ING .0 Stantec .. - . ,� _ , ».. ,.. .£, w . tantec Architecture Inc. _ .,,'____ __--_,--,'_ ,,: ...--I / Tel . _ .,... yap.. ____ .. s Fax.707.765.9908 0 I .:_ • .__. .. _; N 1137 N. McDowell Blvd...._.... _,... .._.....___-_ , s , ;; :x. , - SOILS TEST REQU( D FOR IMPROVINCx 501LS H0 ._. ; . Petaluma CA U.S.A. 94954 0 Y r www stantec com X � - Drawing r, in s_ UJ, CON PION CONCEPT 1 F=iL \I Q _ , ._, . . ER ERY EST y ' ri T S C I�� Drams: ProtNo; -? �� G LILTE Store No. Scale CONCEPT STATEMENT EP TEMEN ..■� �� �� =.--= A A GOMBINATrisiOlAsILOLFpLDRIP AND BIBLERS,rA1r IRRIGATION SYSTEM SHALL BE Q: PPED WITH A �'J 0 DraWtng No.INSTALLED ANTERS IRRIGATION SYSTEMS SHALL BE EQUI ` CONTROLLER CAPABLE OF DUAL PRO RA�M'1ING. PLANTS GAUPED INTO "NYDROZOI S� ry AND IRRIGATED SEPARATELY FROM THOSE WITH DIFFERENT WATER REQUIREMENTS. RAIN Revtesed L.1 p fr SHUT-OFF VALVE WILL BE PROVIDED. _ Date JUN 0 9 2010 A 5 0 ,:-.) 0 0 v 0 L _J— L J ci" .....- AN I N 7;-------------:') I . , ____ ___ • 9 0 IELECTRZONOCg , MVP DOOR Yill7f1-1: 60.151 DESIGN AND CONSTRUCTION , C.LR. , , - Thornton,84Cothsetvenuabo ,Suite A pr.((303033)441212:2265T i DOOR VilDTH , 1 , REQ12 DOOR PROVIDED: 12" CLR. \ KID*: 32" GLR. GENERAL NOTES 1 SPRINKLER GM OFFICE DOOff4 WIDTH PROVIDED: 33.25" . , 1 120 104 a.R., Aighx. , „ ..— ....... 0 rn D Nt—Li .. —.a I ............. ...... ........ ii 1 '111 —.„---„,,,,---Ill„,--4 4.--111 -----,----, 7'7"''-'7"---7%',—.' MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,,, ., .‘,gfffl, t>r;=s.l.,,,,,,t.,,,=r .1.3WIFIWIIMR.WWWINRWMOOMegiffleaffa___1,40,... ..414.',4.131M11.,,,,`4•-,''4,,,tAtt..,.'4,4, f r.,..„...,_. ,II — — E i 1 4 .71BULE , , .,1 a i _ __. . 202 t 101 )t i 1 jr I t , E. t , $ 1 1 il I , -1 1 i 111 i rai wrii 1 , _ ,II 1 , 1 0 1 , t , , , = 11 :.- WOMEN'S , . - i 116 1 i , Il _. , _ , , i , - , w , } e U 1 E P- g?' , , 1 1 1 Ii - ib !,,,,,,,,,,,,,,, ,,,,,,,,,,...,,,-., : 1 i w i 1 i, . , i 0 ,.. 0 _ , ___ _ ...._ ..... ..., . I . J 0 <EY NOTES 1.0 i i MEN'S I , Alith,.1111L11 . ti ' gri Da ' ! ti 1 - 1 . $ L SECURED LIAREHOUSE . a, . - , J 121 ( : • , 1 1 , REOD DOOR 11121 HIM: 521 aft. DOOR AIM 1..., IlL.: ' 4, 1,,,' 9- 4I) „RovipED: w.... < (1: a.R. . Niiiiilah,.■,.. _ , 1 ' ......„ 4E 43 . I , .1 016 SALES FLOOR a '1:61,01.v#' 102 pl "/ rtr. , = (..) , . "v 810 1 e f--crt \V OCCUPANTS GROUP M ,III i . 4 _ _ _ - 1T 1 , . _ --$ 4 0 -, I 1 1 a . 4. , , , .... • i Ne \ , I `.. .." ri 1 ,' , ■ /"" I -`■\ j 1 0 ' 1,4 , ., < i -„,..,,1 I ; '4 1 , , ...a. 1 , I , , 44 1 , , D I I I PROJECTOR/NE. 1 , I If 108 0 , .., „ _ , _ _ , _ „ _ ,,,___. _ o 1 1 9 1 e E / '.,, - D zf 1 tit . , 4„4 . tt MIX 4 MAT , 1Ø' i t I , I al II , 0 , 4 , > to , - , . , SERVER I 1,',..,',',', ,',-, , ,, ,,, 1 - , 118 §1c2- & 11 .„„_, . „., ' X I 110 • t _ .. CAR INSTALL 105 , CAR AUDIO 7 : No. RanviaionsFILANZE71:toneseUellW SETITT/eubmAL1weiona i , -le - tUARE1-10118E ;, .,,,,_ 101 , = 051::: 0 115 . 04101/10 , 24 1 . OCCUPANTS LOUNGE 1 , 116 1 , , . 5 IGARD GROUP S1 T , OR , ;>-- , , . a 1 OCCUPANTS ULTIMATE ELECTRONICS . „ 10031 CASCADE AVE 14 PI' GROUP Fl TIGARD, OR =.:-----. I i : , SALES OFFICE 0 a ,I I ‘ , , 4 f Stantec • _ . ,,..1:1 i I \ - _ \-_____) LJ , r______ ,......, =I 1111111/7Tak A•INIF1111111111.111•1111111111111 ' '4. 0 ■ ,.assorms• 11111111111•1111111 0 0 0 — — — 1137 N. McDowell Blvd. Fax.707.765.9908 , : Vil CLOS. , 111 203 , , 4 ; ' . , . 1 Stantec Architecture Inc. Tel 707.765.1660 _ .... , . • • - - -, t 5 ,. , 1 MIT Petaluma, CA U.S.A. 94954 www.stantec.com . MOD DOOR WIDTH: 32" Drawing Title \/ , , GM. REM, DOOR VilDT14: 32" , CLR. LIFE SAFETY FLAN \/ DOOR 111011-1 PROVIDED: DOOR YilDTh PROVIDED: k W In*:No. A 15 0 ,-„, 0 33.25" CLR. 0 3525" a.R. • NORTH Drawn: - I op varE Stara No. 2001645004 _ 0 2 10 20 30 40 411L4 .- - a a i . —.a. 1 I ,. MIN ' . .01iNs0N tie.-) 4. 040 Drams No. 1& Al 2929 *mai LIFE SAFETY FLAN Lei 6 _ 3/32".1'-0" SEBASTOPOL,CA lia ik. v.. ii.,)' w 11V• JUN 0 9 2010 (..4ti..) L J 1 8 D 12@ 1.03 GENERAL NOTES• IIII 103 t _. A 1 i ; ..as., . . : ,,, , . ,, . I i ',,,.,., ._ . FLOOR AND GRIND TO TOP OF SLAB. BOLTS FROM I _ 1 .., . / . i s . o �L�CURoHoc�g R,h , I 2. CONTRACTOR TO HAVE SALVAGE RIGHTS TO EXISTING / : ,� 8'-@" / 22'-0 8'-@" / 49 -6 /. FIXTURES TO BE REMOVED. DESIGN AND CONSTRUCTION 131 131 1 3. PROTECT SURFACES AND STRUCTURES TO REMAIN 321 West 84th Avenue,Suite A p (303)412-2500 i 1'.Og 1.03 Thornton,CO 80260 F.(303)412-2574 DURING CONSTRUCTION. - - - - . -, 1.I8 -..` SPRINKLERS AND HEADS DURING DEMOLITION KEY NOTES Le �. PROTECT SP • 1.13 l.I l 1.12 CONSTRUCTION. 1.00 REMOVE EXISTING PARTITION WALL. I 101 5. PALLETIZE,WRAP AND PREPARE EQUIPMENT FOR j 1 1.22 _- _. __. __.. _,__, SHIPMENT. 1.01 REMOVE EXISTING DOOR AND FRAM 40 E. ,.._. r, r„ ...,_.T.7777_, . 0 , . / .. 111 v i q PALLETS I N SIMILAR O -� ,:. � �,.. � 6: I S W T S R R LIKE _<... EXISTING SECURITY PLATFORM,FLOOR STAIRS, C o I i REMOVE , i n 120 _ T MS NOT ' r RAILING ETC. I i 1.@9 1. NOTIFY GDNSTRUCTION MANAGER OF I E __; ` SPECIFIi 'E-AY IDENTIFIED TO BE DISGARpED OR 22 5-8#� I@ 0' ; 1.@1 t __ _.__ ,_ _ _ ,_ _..___ ___ 128 _ - 128 1 @3 REMOVE EXISTING CONCRETE CURS. 10I 1 I 1.15 05 1.11 l @4 REMOVE EXTERIOR SLIDING STOREFRONT DOORS. L DS 8 PALLETIZE PRINTERS, SCANNERS,MONITORS t C ' •_ _ ____ _____ _ _ ___ _7 _ 104 ONLY)AND CPU'S AND PLACE IN WAREHOUSE. i` ` 1.23 1.05 REMOVE EXISTING FIXTURES AND DISCARD. i 0; . : : 1.23 �. ,... :_ . :.. _ 'eM_e. ._.. -_ _____ _.___ .__ _-�__ ::, :,:r:_. ,..., _-._. �_I 1.00 1.06 EXISTING RESTROOMS AND JANITOR CLOSET TO BE I _ __ . i I REMOVED. j__ _, ^f 1.01 REMOVE P.O.S. AND PALLETIZE COMPUTER/ P.O.S. 1.18 105 1.01 i L05 ', 1.00 EQUIPMENT. 1.00 1.08 REMOVE EXISTING ELECTRICAL P ELS„ ...„.... . . „ „1 ID- .. „,.. „.... .„ AN 1 .,. .,,,,:: \ ... • , . _ . . . . . . .. , ' . . „ . . . ..,,, - 1.12 4 ! 1.09 REMOVE EXISTING BOLLARD. „ 1 i . ,, , ,. ..„ t _, _ . . __M -____ _..__._ _-,_, .__.__l •j 11-1 121 1.14 __ r: ___._ _._ -: _ _ ..__ - ___ _ __. _ _ _ _ _._ _mm.,_ M- ___ �_ �, P no REMOVE AND DISCARD EXISTING VGT AND CARPET. - 1.00 TY• . 1.01 ; 1.00 I0@ FRAME GLAZING. 101 1.11 REMOVE EXISTING STOREFRONT FRAM ANp 101 1.0@ ,: _„.__ j; 4 t is ., - ill :\ 1.12 REMOVE EXISTING SIGNAGE. • I.I4 • 1 t'' tig . -. 1.13 REMOVE EXISTING AG PAVING FOR NEW CONCRETE SLAB. . ' 1 101 -ti----4111 , _.____.._ � iz I M TA F M WIN OW. \ 101 _ 1.14 REMOVE EXIST NG HOLLOW E L RA ED D i f is is 1 - , i.@1 106 115 REMOVE PORTION OF EXISTING WALL FOR NEW OPENING 1; 1.11 0 . 1.14 TYP. ;' - ., . LI 101 "\ 11 '' 1.16 REMOVE EXISTING MIRRORS. I' H 1 i 1.11 REMOVE COLUMN WRAP FRAMING AND DRYWALL. ti J 1.11 _. i. 101 121 I. 130 L ' ' TYP. ._ __ �,- _-, 129 1.18 REMOVE (E) PLANTER • # `l t i 1.011 ;f 108 1.19 REMOVE EXISTING DECALS, DO NOT REMOVE THE a� # 1-- 1:0@.._.. _._,_..._ 1.00 ti EXISTING TINT. t L.' I 1.15 ' 120 REMOVE EXISTING SIDEWALK CONCRETE FOR NEW CONCRETE SLAB 1 .._... _. 1.21 REMOVE PORTION OF EXISTING SIDEWALK FOR NEW # 3 4 @'-0„ ;_____ _. _ __. ___ .. __, ..-_ .__ _... _ ._._ __ ___ _,_.__..__.-.________ .,____._.__._ __. ...,. ,___,_.__ _._,____ _., ___ .,,..__, _.._ _ _ -,_, _,.._ ._,_ _.,_ ,_... ______-_.. .._.. _._. _-__..,_.. ACCESSIBLE RAMP.• 130 i in E 1 / 122 EXISTING CONC.COL TO BE REMOVED. 128 1.23 EXISTING CONC. SLAB TO BE REMOVED FOR NEW TS COL. 1 :__. ____ _.,.__.-., __ _�____ __ _____,_ ___ __..__ �. ___, __ _._w._ _,__,_ _.__ .,_ _ _ -_. _ ____ __ ____ _.,- ___, _ _ .- 1.18 - T FOOTING C . 100 , 3 1.24 NOT USED. t ttl„---, _ _. _ __ :y .�1 I i 1.25 REMOVE EXISTING DOOR PANEL HARDWARE.•a � , E i I} I i 1.00 • - i- ., 126 GRIND FLUSH ANCHOR BOLTS LEFT OVER FROM 1 WAREHOUSE RACKING NAT WAS REMOVED. . , I. _,_.__ ___._._.;_._ _____. _._. ___._.___..._. ___ ._.____. _._ _ _.___ ____.___ __.._ _.__ __. __ ______.___.__ .,_.____ _ _ _____... _.. ._._ I.II _. ,_ _�3 1.21 DEMO ANY EXISTING ANTENNAS ON ROOF. t i - .„, I.1@ 1.00 , • 1.28 ',1 ;,I;;1 ;3'` 15 _ 128 REMOVE EXISTING GYP. BD. AND FURRING. I i i ./r 123 : 129 COORDINATE ELECTRICAL PANELS AND TELEPHONE V MO WITH ELECTRICAL WINGS D I �. \ REMOVAL ELE T AL RA _ Sfj "' 130 REMOVE EXISTING AC PAVING FOR NEW COMPACTOR e ; „_,,,.,- ,..,,..,__ N r CONCRETE PAD • 123 j ` -\\ : : . 1.00 131 REMOVE EXISTING CONCRETE SIDEWALK FOR NEW GONG SLAB AND NEW WALL FOOTING. ': i 1.31 0,..... I _ .._ 1.11 • E TY , ! i I.18 1.11 i cf� i TYP. � r. • i 1@@ ,. 123 c4, :• : ./ , . . ,1 WALL LEGEND - i i / , i : . - .. ., • , : : . : , . ..., 128 F ISO EXISTING w EXISTING WALLS TO DEMO• • • E 100 100 i 12 100 I 1.11 1.11 1 :, TYP. - -• •iG TYP.., PLAN CHECK SUBMITTAL 05/10/1 • • 1 LL REVIEW SET 04/01/10 100 1.00 No Revisions and Milestones /Submissions Date : I OR y , .,y ; .,_- __„__ _. _ ___ __ ____ __ __ 3 I 100 I )0@ ULTIMATE ELECTRONICS 1 1.00 100 \ '' 128 1mm31 CASCADE AVE •, - .. . T1Gz R D, OR 1 1.28 1 1.05 ` i a 1 1.23 1.23 Stantec Architecture Inc. Tel 707.765.1660 1 11 11 1.15 ' 1.23 1.15 _ NORTH 1137 N. McDowell Blvd. Fax.707.765.9908 YI' 128 1.01 1.00 1.00 128 1.15 Petaluma, CA U.S.A. 94954 www.stontec.com 100 i m 1 "7 1 r 2 aw Title I 1 @I , ___„......„. DE1*-- 01_ 11- 10\ Ft A\ • O 20 3 T' I 0 . .. , 3 i , �b i. <<. �: t � 3 a �,a.3,tia: ,.:.z�tv,.�F.nk� - „_ ,_ „ FEET ', i Ai : Drawn: Project No. • • i/31- I� ,_ ## �# _ ## #� 3/32"=11-0"4 12 @ -1 12 @ 3 - - 200-1649 004 1.25 \21-3" 1.12 ULT�Store No. Scale . ` .ON e; .4. 0 0 Drawing No. 1 :::) -: 41111,XWIN '- . 2929 1L 0O L \ dewed 0.0 DEMOLITION 004 'Rs le* , ... Date OL 'lif 4,OF 0% JUN 0 9 2010 =IMO= 111=:.!..!i, II WINNI111111181111111111 al11111111111111111111 mall'ill'ill'illim ---itt 1:13 '''''''''''''''''' ' '''''''''''''..--------''''')--=:=:' 1-;==';-;:=='' '''1 '-' 11: '''''.''''''''-' '''' II':,ii: 'II ii a, .,.. :TYPE''0a12116:iii C60: ' , \\,,,,.„:„,,,,,,,,.,,,,,,I., . laL° ''''41:,, z L J L J A 5 .. 0 A ----,71 I ,,,,/ 1 ,,,,..., vr, 1: .„;. . • . ,, • , ,,,,,,:::,::::.•,,;:.:;,::: :.:::,,,;,...,.... ..: ,:.•...,:::;:::_ ,,_ ... ... .,.: v, ty ;: 1 I vL., ( III -1 N ;; i 1 li / .,-••:::2 '':;',"'l H 0 ELIECTRONOCg I, . : .. ,. .,„. . ,fr A 11 ;i 2211-0° 1 .. , , , 1;,/ . . „ ,.. „ .. 11 ; P , , : 7.,/ )1 :.., 1 EXISTING 11 ! ,! I i •// sq . 11 ,;,, DESIGN AND CONSTRUCTION 1,../' 1 ,. 8.-0,. I, 22'-0" / 81-0" / ., . i H...4/ :// 0-6 b., ;,‘ • ; WALL LEENT.D. /j ilk II 11 1 1 ; ; , i . ; 9_sr ' ' 1,r/ - • •• 1 "...s. 1 161-6" y 1.-8,.. ,,,,,,,,. ;!I 43'-4",,,:`,',1 321 West 84th Avenue,Suite A p(303)412-2500 y A6 ,, , ! i t ,„-/ ,,/,,- Thornton,CC)80260 F.(303)412-2514 i 4 EQ.SPACES 1.11 , 1' V' ./'./..'," l' . „ [ //1 ,i li • , . I . „ ./.:'''' , .... ,,,..‘,,, ‘,., 1 EX.ISTING WALLS , ,.. . .... .... _ 9 , 1 1 ! e• i i A11311k cryp. 1 , 1 ii ./ ' , .,-,i ,__, . .• . , I 1 , . , . ---„,„ . ? ,! , i All OF 4) , i iii.,-,:/ ../f7 !! GENERAL NOTES /1 , : „,_ .. y - u 0 1 0 0 - i 11 i ::7-5:::-:-::::-:: ::•::: -=' :, I 1 120 , , . -ii 1 _ * 1.15 I ALL DIMENSIONS ARE TO FACE OF FINISH U.ON. _ ‘,... i SPRINKLER ,! ,,,,, 2. PROVIDE 5LOCKING AS REQUIRED FOR ALL WALL Ci 1 OFFIC if) 11 014113 - , 1 1 ' i 1 121 120 104 „ . t.- z.- 4) Zo 0 ID „ . . 1 . 1 „ HUNG FIXTURES/DISPLAYS,KITCHENS AND TV WALLS. 11 \.. I ,....1 _I-- ' rr'l- ' ' 11 , no (11.,..) ,'''''. , , .......... • •Ill :ii - - e , . .., : . 1 i L L , . . :! i i 1 1 ;11111111111=111111111'- 111. . 1P--' ,, ...3 , , ,. • . . 0.."' „ ',.4 ,,,MAIM...WM: I, ,_._._i i . law . .., : , . . , ''''': .:,,/.'i.,., _11 i i lee :,,:,7111_41;:i,_..., .. ,,,,T. ........,71,, .40: 11r----.!---_!--• :1-: '''7'•'-`:,.,it.„:\,,,,i,e,,,,,,,I,'1::,,,1111:il.,,i,,,-,,,,, ,c,i; ........0. , • : 3. REFER TO ROCr FINISH SCHEDULE AND ELEVATIONS FOR PAINT COLOR LOCATIONS I- - < -r- 2 , _. _ , ,•..:,:' :::„. 4. NOT USED ,-, VESTI;; E ':11■111111.4r0 .....7 `::':°'----:,,,-,‘„ 5. PATCH AND REPAIR ALL WALLS DismoleED 5Y 0 . 0 0 . . __S, " • I, 44> 7.0§1›. 0. • DEmoLITICX I i 1:111' 22'-9" I At 1.18 . . iim (■1 \'‘I.;:•N t 6. REass amours AND ELECTRICAL DEVICES,SEE iP ',,,.:.:::':::t, 1B , . 41)1' . 'tqk N. •■•• .,. ., •. _ *1/4.‘ -:::.:-.,,, ELECTRICAL PLAN FOR LOCATIONS I 113i 0 :i WOMEN'S CIO.'1,! It 112 it , ' in , A.", wo, ,,A-6-7\ ,' 'vv. , , , f 4- 1. THOROUGHLY DEEP CLEAN ALL AIWAS INCLUDED c . w .,_ '''''.;:. 0 f 6 !lc Li n i , r,„ 0, 4:11" 16 40, ii 6 I.13 A I I 16 All ., ,. ., .. - . . . :• : .-2-,,, - - ../ ''''.:,,, ' BUT NOT LIMITED TO RESTROCIS,JANITORS CLOSET, ETC.,SEE ULTE SPECIFICATICNS. • _ I -r „ a Al 4 1.13 ID A52 5 Alb D igilk - .45.4 ,r, t ''' /7 . . ' ....;... 1, 115 113 TYP. 1 i I 0 ICGID " ,.::,':..ii.:.:.,,,, C C 111Ell I i . . CO, , . . : 1 . i 6.-01. 63'-4" i, ..-ij PARTMON LEGEND ___ _ 0 ,..... _, ,, _...., _ __. , -._ -., P _ . AIL it r. i * 42' -- - -I." ,.....,_ _ 1' / --- 1 „,„ 201-6" ...- 301-10" . , , , : 22.!- ", 22'-10" 11:111 ....0 r 48'-‘1" If. i t 1 I .. .: ...,.....,,,,....... .. ., ; ;.-.;:;::. i ... 4 -...4 .,.........-----_,........-, ir.,...,......11 0 -...„ 1 1 4 ri rk r I 1 PARTITION CONSTRUCTION TYFE C30 --r--- .,,,, . : . . , ,. , , . . _. .... , . , . .,..,. w7,,:.,,,),11 1 , , . ,.. . AN) 3 5/6" STUDS AT 16" 0.C. AND 5/8." - . Ea, .•,,,,,hh 111111'' iiI,',..: GYP. BD. ONE SIDE MEN'S . . 43 1..1:t,i,,..,. , „, ,. . ,, ...,.i.',„.i::,....,.-.,:, ,L, . ...,,,,, .\\ 2,,,,,, 9 in 0: '.''.'''','... - %V . , , . ..,, \,.. N x ., ,,,,,,1 ESN) 3 5/S" STUDS AT 16" O.C. AND 5/8" <0> . 411 114 .. . . _ „ , ..,.. ' \ GYP. EC. 150T14 SIDES 1.03 . ' <C> I WV 1 . .. _ . ., , . 1--::: i C.(x) 3 5/8" STUDS AT 16" O.C. AND 5/8" ,; . :':,' [7....-_,...,..,:„Til GYP. 150. 150114 SIDES, INCLUDE R-11 , „ 11„aisq eATT INSULATION ? L SECURED WAREHOISE ,,, 16 , . i',1:, . ... , . . , , ..,. : , 1.--- ,,,I, 121 . 121 ,L- 8 , ASO i , = .I.!.' , 1.--:-:-- I i ' , , „.: LI.--::-,7,--LI.1 r> NHLL WALL MATCH EXISTING WALL VIF. :. .. ,. ., , ,,. .,,,:,,,,,,,,,,,,,,,,,,,,,,, ,,..--,-.........,,,,,,,,, E(x) 6" METAL STUDS AT 16" O.C. MAX . ; , -","7.-,-.., .,,,,,'i,:iI E IFS F IN1514. _ .„... _______ ._ _ ______ _______......_ _____ ..1 Iii - I 1- .. 4.- .. Tir ilia' ''''':„ . 4ib 1 ( - .„,..... . ,. . . ..''''1..-.':.:: ,.. , . , i' 1,-.,::,-.:. ,' ,.., 1 FN) 6" METAL STUDS AT 16" 0.C. MAX - GYD. 1130. ON 15011-1 SIDES * G on3 1.19,1', 1 ,, .. , ... '41-4).„, -. - - . . , . . l!'1'. 1›1, ,'''': t'''.'1•.:'::::::::':';'. \''::*:‘,,'\'' ‘'''‘ '''''' \11:1:-f\-'11..::'. IPX) i C.1(x) 3-5/8" METAL STUDS AT 16" O.C. MAX 1.09 .:; . A , ';:i• - WATER RESISTANT GYD. fao. ON I :'..,P : ....:,.. „, .,..:. ''''' , \\ , ' , RESTROOM sce, PER LOCAL GODES. . L___ - ------- .______ _.:7===__ _ _____ .... -=-7__ _ __... , : AiSik2 . , : , 1 , . .., 0 ),- 6 ':: . .. . . -..,,:::-,1 i All '4. Al 14 ! Elk 113 1 n 1 f ,, ))11 C -SEE DETAIL A5.0 SALES FLOOR A5.1 2],, ,t...:,. .,„:,.....,:.,,,: '--,,,,,,i PARTITION CCNSTRUCTION I-IEIGWI , Ts? VI ;., • kb fia) ,:. ,. el 1 FOR DIM. 102 ; i i -,............„....,___ _______ ,. ._.. ......__ .„,,„,...,............„....,,......,,...._„, 1-TERMINATE AT UNDERSIDE OF ROOF DECK z ; .,,, • -:' G , , . i I „ • , 2-TEWINATE AT +10-6" 110 ,, a .. ' , . 3-TERMINATE AT +91-6" 1 .. , „ 4-TERMINATE AT +12'-0" __________ _ _____, _ _ . , tt i r; : . . i.. .. , , . SEE: A4-I FOR PARTITION DETAILS 1 . : AM 1.01 ., 14 G ih .• . . : I : , , ,. .. : I A6 KEY NOTES LO 401-0" -- (I)- irk o-- _ _ A5.1 i ,... !, 1: „ , „ ' : . .., m - m. ., ” 4i ,_,,,, ____„,,,,_-_____ m.... , ,,,..,-....*..........-.......*-...-...**.m...-.. .00 NOT USED , , ,. 0 : , . iisA43i:Il:t,.,:.,,'.,_:r,L,,.,i:,i:,,,;,,..„.,.i!.::..:,.:i,i,,,,,,::,,:.:,,:,. _1\0.p: oRmA13.E. :3,1.08 .01 SECURITY PADDLES, SEE DETAIL. IN ELECTRICAL DRAWINGS b R. 16 7.---1 1.14 11l-5" 1S'-10" ; 124" v y 6'-0"/ III-5" 39'-10" .' .. - d) A6 T / / . 4.■ „. ...,„,, ,........ . __ ___... , : ., / x nip. .02 NOT USED 10043 NE0><TIsTummoL LOAF POCK Mt 11 i'l'ti:I I I 11 II' I <3./- -- ° .05 NOT USED i .06 PROVIDE CORNER PROTECTORS AT EXPOSED . . ,. 0 \.. \ : , . COIRNERS, TIP,SEE DETAIL 8/A1.3 .01 NEUJ COMPACTOR PAD, SEE FixTuRE /EQUIPMENT A' JEC:i , . 1°C-1-9 .-'' 1 or iv r ' ,, __ -_____ _... _., PLAN SHEET n. ,'i,11.11.: 1 ________________. , . 0 - 4 I<> Al2,4 , 00 ,.. r I E .08 NOT USED. DS PROVIDE NEW OPENI1■4 FOR DOOR,SEE DOOR '''-- 108 A 0 , . • , --6? I iii SCHEDULE 3 ;1? , -.. 0 III .___ .10 NEW COMPACTOR CHUTE DOOR , a im % 11 NOT USED i CV , 4, , ..'7. i - 12 PAINT EXISTING RAIL SLACK_ __, ...___.__,_ _ ______ _ ,_____ _ ____ ____ _ ____ ,__ . _ .'....,-...-",..-..'.,-- .. 14 , . „ ..., : . . , I .. .,-: '''' d •. -54101k ,r• _...._;- ....._,..„ --.,-,„"_- 13 EXTEND GYP.5D. TO T14E DECK SEE PARTITION B-- 1'-- -11- til 1 A53 ..4- LEGEND. ril _. „ ,,,,,• ,,,, r" 4 All i I:„, ,:'-; ,„s„,.,,,,,,,,, I . . .. .. „ . ,'! : • . 7,7-,1:7.====.7-.-,',,:5.r.rs.,:,,,, 14 INSTALL WAREHOUSE RACKING, SECURE TO FLOOR, E I . C) , i ale „ , E -.,.. I * ,, -ME it SEE DTL.4/A1.5,SEE FIXTURE I EQUIPMENT SCHEDULE SWEET n. , I :1 I.I I I I I I I I I I 111 I I III I I I I Lit 1-I II Km i ...6 ,. 1.. \ 115 NEW STOREFRONT AND ENTRY '.:...' 0111: ,•1.1,,,,,.. :IX 4 MATCH - . , ,t7n . . , (1. - 116 NEW BOLLARD SEE DETAIL 5/A1.3 ' 4 41 1 - 0- 106 A \ , : . , ,a) -....* 1. I,:....,,.,.,.,_,i,., i ,,,,.,,,,,,E, 111 NEW 5OLLARD SEE DETAIL 9/A1.3 ,1,:,...:-.--,..--,,,, =4..--,,,,, ,,,• 1 : io . 0...., ui ; ,, .. 1 . 1.1S EXISTING FIRE RISER TO REMAIN - PROTECT FROM la 46'-.5" r) iialk . > ii , , ' . !I ,, I.1 • - 5 1 . , i f 4 1 = \ WARM A,52 : I.19 TUBE STEEL WALL BRACNG,SEE DETAIL 8/Alb i . ,• ..1 I 7...* . I - ALIGN ! 120 PAINT EXISTM RAIL P2. . 8 , 11 - LK. -.4. ;;:; G i 4 a , A1.4 11? tI ,, ,: .. I !. 121 NEW ELECTRICAL PANELS.SEE ELECTRICAL 1.13 in I. I i co . C , - , , , tal 7.0 1.13 . 0 A1.4 , DRAWINGS. ...‘ n 3 i' SfM. , • I.13 ','irii ,, „ . G 4:10' 41)111' r 4.- 14 r, a I. _-iiiiii■,, 1 :I I I I i *' ,1 1 j -,.-4ragpilmucramm 4..„ArlfrrincWiff.1.45.35WW5r5.4,4r5;44`4,14 ,W$11. 1,444, ..44541W tiMITME5rr Kr ..'.441444144441WrWrrr;' I .4,,,,,,,,,,,r-1r.1,1,,'11,1,111111,111,1,11,1111,1,11,,,,,,,P,,,:131V,11,11,=.1,1,11,1114,113M4144EVAWM41MMWW,;14 r.W4r-25,4*M15,5arr,15-5-Varrr5WWir=r%4M4 r,r5rWAT.441,4'44WIrr5rM114,5M-Polrfrt4Vrrn.W4r53W.,443.4A7Mr1.44.1WW.,444474,1414.151r,."4,144rMt534M40. 444-44M4044,M444PWWWWW4,41 ME II 11111 I! SERVER 1 -i. , I ; ,•,. .... . . ,..t. ., „: .. , , LOS 1 i _ _,..... . , ..„... ...._ , ......_ ...._. _ - ---- • * - MI= I _ _ 4.., • ,; 1011.---x-- -118-4- l - i - - ------ --- --- 1 --x gar"- - li es vn • ..,4r .-11- CAR INSTALL = - - 11:c '''''''','..,]:'. I I - - AN i , 1 AlA i .. .. .., : . . i - - .... , , 109A r , AL' on. 11 CAR AUDIO Ca) iil 109 i ,,- 1 „ A1.3 i 1 I 1.14 I--\ WAREHOUSE 1 114 F\ ASS i I 101 II i pLAN CHECK SUIBMITTAL 05/10/10 cot II 119 1"--- 1 o -4 ,, • 1 ,...._ No. esiGkevielone and toms Auenni lone 1! 04:01/10 i ,. 41, 7P, A A Li_R,ETheyleu,6ET b rr, L- I 1 , i LOUNGE 1 `2' i D Mk p-it ....- . WV 4 Al, 444> ID lb 4'-11" ''-0""., : . . .: . . ., .. ,, zi :: 1 1' -----..4 5 TIGARD, OR q - 1 :: ASA -119 , .74 CIN . p , 116A , . , 4.1 1 i U3 i . . : H ULT IMATE ELECTRONICS ,kli j TA Nelliii ' I)i- C 111P C 10031 CASCADE AVE i, : , , I - 1 0 with 14 .irtpu..--. ------- .. - - - _- ....., .....____. . ', TIGAFRD, OR ......., _______ ft 0 GI . , t4 I'''"-- MUFF , ..... i t i ' f .> _ _ . T, ' !i . ._ 5. . Th. , , ' 4 C•41 . 1.09 _ ,, .. . : ..., taOntec AmShitectam incniteC. Tel. 707.76516 L t CLOS. kl(*1 ; GSALES oFFicE ,,,,, ii S tli 60 1 q 11 .`4111 1 , .. „ , . , 109C i i...: 11 W M111111111 i, 3.20 1 .........cr ." -- , r - ... -- .......■4 Ire 1 137 N. McDowell Blvd. Fax.707.765.9908 111111_. _ ,....,......._ ,_ _...._ . C30 • am AIMRNINIIIIIIINNNIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIPMIIIIIIIIIIIIIIIIPIIAIIILV , .. A 0 0 - ..... 0 1 : . _ .... Petaluma, CA U.S.A. 94954 www.stantec.com .1.to MN 7.111111■91 MN= MIIIMIIIII i, •I'? 2 ).- - '4 1 I ' Illhj I i ' 4111:10 NORTH 4 , ,....-a - - ;•,. ; , . !Drawing Title 1.03 LOS .. 0 XI P . 51 8 • . iu 120 Ai? : : I AIS , 0 2 5 10 20 30 40 FLOOR FLAN jtc, , , , ... . , C i 1 uo - , Oiii4.11.1. ilos cl, le IIR - Prer0O1649004 . ,./.vi . ,, Orion it it A ® • ID 0 0 (TYP.OF 8) 0 c, 3/32"=1'-0" F - db. . . TE Store No. Scale . _ .-- ir. IIE , 4. 00 le? ,0•-../ , , : W. ,t4 Al N (.....i Drawing No. FLOOR FLAN 124 2929 Vielmsd 41 6 _ 0 icf) SEIXSTOPOL, CA . #04 CS .. "fc OF 0% JUN 0 9 2010 K�''I' 1�0�-�5 1.1 L J - L J A A j� 1.01 NOT USED 1.02 EXISTING LIGHTING 10 REMAIN,CLEAN AND - - - i I I I z TEST,RE-LAMP AND RE-6ALLAST FIXTURES AS 0 C I�L�C U�OMIl DC�� I L03 INSTALL SOUND ATTENUATION BAIT INSULATION DESIGN N AND CONSTRUCTION ABOVE ACOUSTIC TILE CEILING IN AN ROOMS. I I L04 INSTALL NEW HIGH BAY METAL HALIDE FIXTURES 321 Wse�t 84th Avenue,Sums A p(303)412-2300 I ; 1.05 INSTALL NEW PERIMETER WANG ft GRAPHIC ON Thornton,CO 80260 F(303)412-2314 121 UM-STRUT SEE DETAIL 14/M3. SITE CONDITIONS I 1.21 1---\:3 I its WILL VARY (MECHANICAL DUCTS, SPRINKLERS, GENERAL NOTES 121 121 (NKL R GM OFFIC 1.21 121 I 12ID Mik. .. � �. LIC�HTINCx ETCJ, COORDINATE CsRAPI-IIIC �'•3,, �, 13'-0" 8'-0" 16'-0" 1.06 PLACEMENT WITW ULTE CONSTRICTION MANAGER lb I a w .. 1.06 INSTALL NEW LAY-IN CEILING AND FLUO SCENT I. LICHT(I LO�GATIONS PROVIDED FOR DESIGN # ri ,. �. .e� 0 0 J y u_ : �_ � I TS T'Y T Y (C AN r* ... U � ,��: � � �.,. ... ., �� � � : .,� ��:� C�I.1 IN C ICxI-ITINCs`1. ..�� a ��, ___�� �� �m�>. ... z.�r � . . � , ._. _r �, r � �,_.. ,. .M ._ .. INTENT ONLY,SEE ELECTRICAL ALL PL Es 1.21 ■ C '` ��■- a• ■■ ii �. . , _� � � r ��►�- --�- . � � I � ��-a--� 1.01 OPEN TO STRUCTURE FOR LOCATIONS AND HEIGHTS I I i \ ►.�� �� �' I ■ � &T(�_" U II . �� 1.08 STUD i� AMEO I-IEADER AT +8'-0". 2. DER TO ELECTRICAL SWEETS FOR ELECTRICAL _ �,.� ■�_ 4 o ►_���►_��►X11.„ ►_��� 0 o O O, 1 1.09 NOT USED DETAILS AND SPEcIFICA1ION5._ �. � I = � 1.05 1.10 NOT USED 3. INSTALL I-CORNS/STROBES,EXIT LIGI4TS, -1 i i 15-ID_ �4 ■ -1 ►1 r 1105'-1",26 SECTIONS - _ ,1 I 1 -0 �1 `r 121 111 I HT su AT 011 tr �� ` i it TRAC L G INCs SPENDER +10- EMER ENCY L IC HTS ELECTRICAL COXES FOR IIIII 1»...>„ 1£ ■ _ II � ;- - 1105-1 ,26 SECTIONS 2 -10 3 112 EXISTING STOI RONT AND ENTRY TO REMAIN. SIGNS, PER PLANS . --__-- ����� . . .. .�... ..N .�.. ,# ,.. . 11'-2" TO TOP of I-STRUT) I 121 I I �'c = O �� O 1.13 STUD FRS tED I-DEADER AT +10-6" 4. RUN ALL MECH NICAL AND ELECTRICAL _ 3- _ _ O _i i i � O 0 0 �,�I 1.14 AC I I TI S Y ROOM FINISH I TI REPL E cE L NG LE oNL SEE EG�iIPMENT,GONDU T AND DUCT WORK A5 C�HT ! - ID ►U� t-ID ' : EDULE. To T DECK AS F� (ALE AND coOROINATE 741 .i �.,�� 1.05 11 _ a �'-I",2 SECTIONS - ( SECTIQNB - 1.i5 NOT USED WITH OTHER TRADES BEFORE (6ID 1 1/2 , 15 SECTIONS 1 _ 11-2 TO TOP OF UN1-STRUT) 11-2 TO TOP OF 1 41-STRUT) 0. w 1.16 NOT USED PROCEEI Nc . �� �,' i N 124 3 ,6 SECTIONS - I I x 2-1 11'-2" TO TOP OF UNI-STRU?) '�' '1 „ 1.11 NOT USED 5. UITS WAYS C ICAL DUCTS 121 = _ '' �■I�g�fi` I 11'-2" TO TOP OF UM-STRUT) 1 ID UIT TC. RUN COND , RACE ,ELE TR, 0 in ,,-- - -0-- -,K, .4 ,,, 1.08 1.18 SECURE EXISTING LOOSE WIRING, COND E AND BOXES AND LOW VOLTAGE WIRE TRUE,1''7111MI . IN ' 0 33FF+�RE PAINTII PLUM AND SQUARE TO WE BUILDINCs TIC�HTL i �� - _ 0 _ 1.19 INSTALL 2" CONDUIT TI-IrRG W ROOF WIT1•I WRAPPED OR FASTENED TO sTUILD URE. FIDE LGUU ;,' _ -1 I�LN 1.m5 I I U1EAT1-IER HAD ATRVER ROOM VOLTAGE R1NS AND EXPOSED WIRE FROM VIEW in-..„ _ - N ' ' I = ' ' 11 1.20 EXIST(1 WALL LIGWT TO REMAIN, CLEAN,TEST, r4N0 TIE WRAP TO THE STRUGTUi WIT1•I WHITE 't - lIN 2 /��4; +I0-0 6 3 4 7.,„..,11 i 1 _„ ct1 ,- RELAIKP AND RE-BALLAST AS NEEDED. WRAPS.TIE WRAPS MUST BE UNIFORICA SPACED r - ��w� lID'_0►��� - 15.0 cj 16-0 16-0 16- 161-0" 16'-0" 16'-0" 16'-0" 15'-0" 16'-0" 6'-10" !i I 121 NEW EXTERIOR WALL LIGHT WITH ENOUGH URAPS TO PREVENT WIRE FROM -r\ ul_ _4 i` 4 SAC (NC.UNDER NO GIR ISTANGES CAN I 1 --� _-� M "�� ' ! EXPOSED WIRE BE RUN IN FREE AIR OR AT -' - --- - o 0 0 0 �-o 0 0 0 O o (4\ - 2'-1! " I DI,41c i�ON,4LS. i� =SECURED WARE-IOUSE - I _1.-121 121 - K I ii ,L 1 0 b-3'-6 I r I I ` l88'-11" 22 SECTIOIB - _ 0 0 • in , '- " 11'-2" TO TOP OF UNI-STRUT) � '�_ ,r5'-ID"/ O O O O �0 0 v�� I I I I I i i: _ \ _ , li 1 N 1 ��iI 120 -� 'n I -i I 'in�! a a 0 ' r- � t 3/ , I 1�4 ( 1.05■ it,,,•,,,,,,,'",,,,:',,,,,'',' SALES F OOR Q o 0 0 1 ��--0 0 102 7 1'-6" 16'-6" 151-3" / O O 0 M _ Nall 111 11 I ts,. 1 . (FS) mom ill .... .... , \- , i 1 all � s ill 3 Y "n ; CEILING F g /\/�J I € I . , i , 1 . 0 1 , 1 Epj 105 a oPEN TO STRUCTURE D 7-1 IId1 ! III I ll I I r I I N ('1 - _ 116 -2 ,4 CTIONS - -u:-z .to °..r #- uT) _ - O O q.�--O O O O 0 0 O A . € LIGHTING LEGEND I g ' 4 YM8OL DESCRIPTION - _ . '� � METAL HALIDE (HIGH BAY) ►/ 'max �t g E 1 - 11 , � � O; .' . -L. �! �i:*!� ,;I, '2' I I ! I O O O O TRACK LIC�HTII - TRAGIC MEADS 120 _ _ 6 I.ID5 r N 1 (,, � •r r O 0 \--0 0 0 0 ma 0 O (� I o ' TRACK LIGHTING- WALL WASHER _. ______ _ _ _____ ..... _____ _ ______ _ _ ____ ,_____ _ 1.03 - •II !1iIL1 ___ _ _ _I - EMERGENCY BACKUP LIGHTIis4 oil , _ � l ;:N ON= t� 1/2",31 SECTIONS - 1.05 eC I _ - -�ii I i► TOP OF UNI T) I 1r"��MATC WY o ` q.�0 0 ;�.J 9 -rw- :? 0 c _ I O RECESSED CAN (INCANDESCENT) :....!�g�i�I� 1.13 I � '111► -�..- -.�- - ._ I ID ® EXIT LIGHT -r ',m MI�J�� (� I 1.03 -�- _ -r I _ - ��f���!�I� t r -r '� � I 1.19 6 I,+� F I---I SUSPENDED FLUORESCENT STRIP,, ir. 1 1 ! +10'- _II 1-9 A13 II Ice.. 1�8 EXISTING DOCK LIGHT • ;'uu�I IN IC! _. .»» ... ....„__a { >. .ua. a..z..s _ e v . w - . ..5 e`.v'>......... ., [..... �,. ...e. ..... ..-,...r .,..,.'T...,. E...:.... K" " _..vi!- $.sre�_'e�..M1'1311 'A^ .,i�:... �.�5`m:3.....,.� �,*..�..,n.1° .. .;kt`1Y*; e ..`l5' "4'_.vi�'n4'25,.....t .�,., rr_w . 1. �.,...V)>f�i 174 v ._ ?. ��k... P�:3� S \ ,u .. ,... ,.,,,.,.,,_,.... ,. e...., i`. ,.......,., .. �......,�ii 1�' �:S,_. .'a_ /3,.'�� �:: �.W..�. :ka..e._..'k xta§�x�a,�x sF^s3�� :vii?i�6��.'1$c,3°.�5'4:.r.�:�' °4`.''�, �'�.."tr `�� '§s..,�i,.r....fir.....�.,�.�`�.?, r�€ � � .a.'����, ' _ . I': 2 X 2 FLUORSCENT FIXTURES'_6" 6'-0" •I! i.� __ _ " . _.m___ ._t.____ ___ � ��►�►� ►� �,��, z _ �_w_._._ . n� III` ._ .__._._ 1+��) a ,AND ,. , ° . .. . -.... ...-._°_.. _... ____. . _. . . .> __ .. _ ._._ __ _ ... .__ ._.._ _._ .... ._ _ .. -.. � .._,_.. _ -- ��� AC-1�,� - �. LENGTH OF GRAPHIC,1 � NU (BER OF PANELS ��� IID-IDS ii �� GA� I ALL I I I I I I I I 1 I I ►� 1 �� ' • �� 109 I WAREHOUSE ..,� II - - Ile _ �� 1.0� _I - � ��11��� - II ,� III MI�■■I /1 ►1 /AIM - E® r°r.�w t-,l ac Sl 'irTTAL 74:1A/100 - --.01 ■ CJU i O� ♦ � r� EX1571NC WALLS■��� ,�� - ♦ NEW WALLS l.l_IQE lE SET�,- � 1wi�ii■r�_ I►":: IIII Mae A No. Rsvidtonb and Milestones/8ubmtsatona pate I 1' 311 �� �� � �° ,., s 131_6" 151-IDN -4. I � / C)R, ,,,,„,\ ..... F--� I I I I I I i i I I I I I7, I!Ii! .! 11 !�F. . !m N►Il ��M TIC�ARD 4R / 9.3 �( � i I 611I�uC�O� � ,� _ __ _ IAN milli iv iiii < I fl StanteC CI . . _ _ . . . . . a, . ...,-„:,• --, .. . _ 411 NORTH Stantec Architecture Inc. Tel. 707.765.1660 1 137 N. McDowell Blvd. Fax.707.765.9908 I I 120 i i 120 r � 121 0 2 5 10 20 30 4(d ' ' t Petaluma, CA U.S.A. 94954 www.stantec.com I 1 1 I ■ ■ __ ■�- Drawing Title A 5. 0 rD 0 0 ■ ■ ■■� REFLECTED 3/32".11-0" FEET " ,A' Drawn _ Pros ct No. f 2001649004 1& 0401111r tL1E stcr.No. seams 212'4 t y "' .4 00 - . . y sit R Drawing No. a_ _ REFLECTEE) CEILING FLAN. 42 _6 Date _ �u drlFr. Cb,,, '4 OF (iii‘lc' 3 0 9 2010 U _ LJ_ IALJ A (:'! :) e CO ..a_ A _ : ......„::„.....„........:...:...:.:.:....s..::::::::::::.:::::::::::::.:::::::::::::::::::::::::::::::::.::::::::.:::::.:::::.:::::.::::::::::::::.:::::::::::::.:::::::::::::::::::::::;...::::.:..:.:.:.:.:.:::.:::::...n,,, : ! } (-------- ---„, 7, /:.� ___. 5 2 / ` 2 1\ /, .\/ ��E V Y YY©Y Vl Vg r 9 ,' WALL LEGEND . DESIGN AND CONSTRUCTION 321 West 84th Avenue ,Suite A p(303)412-2500... / , :.... . . + Thornton,CO 80'16® f.(303)42-2514, / , � I EXISTING WALLS 0,. . . . • • • . • . . . ..•••..• . . . , a ::�������.� NEW WALLS CNR4L NOTES . o I o 0 0• I SPRINKLER GM OFFICE 4 I. SEE SHEET 44.1 FOR ROOM FINISH SCHEDULE AND 1.1 120 104 �� FOR DETAIL DESCRIPTION MATERIALS. • —� — � �� 2• TILE,SEE FINISH MATERIAL • CARPET PINY TILE /..•••..•• v` o __... ... .,_. ____ __ . E SHEET A4.I. i ■ CARPE AND L SCHEDULE ., a.e. ...s. .-cs:.e....:..zG's: „. a:a..x: .:R�..?Pi.tkii::..<.,a.. Ft{35�i1kE.;^;.r._.:,._ .. i . .k:++FP .?....-... f ..F<F.FM4-�:3. 4:...Ym'i�F.�'Ai�ka,'i'Ck°i" .x+t�Y+�'ik,___".'Ei..a,-t. F.?z,.- +2.Y+R e. �. ■._: » ...,. '... � -2-',.:.. _;.-...�,, r.... _... .. ua.Gn'.�..�: F, ■, .3.....F.,a\i.....a+;L.°+rx.ri-�''�'^'�'€.;.ti':-�wr,�,'.:i:> ...-... _.._. �____- _ n«t`rmi.`,�=f `"."..''Nr'�`�k�84rsS+': `,lAL1ARAYRFtRIA.........u....... �}< 3. RE TRANSITION FLOORING MATERIAL I- — M>,x, i„_...,?.-�'4FP,t,.,.t3;45+i4�,"(:.:.�,.C?+5-.F...W,.i.w.tNsF„e�€ei€s.« ;:=..�,a;,cx.?. �.>.. r...-4.i:aF �� WITH ad,icek T ! THE JOINT E .� CCU - :: -:::.= . I1 NE CENTER-LINE OF THE OPENING FRAME, 1111/ 1111/ irl .aa ! NOTED. OTHERWISE TED UNLESS ERW SE MATERIAL �� FLOORING L ITION OF TER f �?- s MERE TiRANS II --, ' ..1 �- : .y..._,�. . .���� �._._. .. >��.,,_>F . . .F. �,�x.., . . : � - _ ,-.�.. .,,���,�_ ,�y.�L sL���,xi . . t _ � t OCCURS Al A WALL, ALIGN NE THE t .:: : JOINT ö:I ? U _ , CORNER OR FACE OF ADJACENT WALL AS �� INDICATED,UNLESS OTHERWISE NOTED. r, 0 / 22-0 / R 5. WALLS AND COLUMNS TO RECEIVE RUBBER BASE. Il ENS _ # 4 ? EXCEPT Al WAREHOUSE.SEE ROOM FINISH 0 Ala. I ET A4.1. _, D J •` v 6. PROVIDE FLOOR 15 SMOOTH CLEAN AND LEVEL 1131 A13 a AND READY FOR NEW FLOOR TREATMENT PRIOR APPLYING NEW FLOOR. i TO PPL NG NE L i _ ..._< w..w......,... {; � ..__. ._......»...__...._<.» ....« ............w�.«�nn...,,.w.,...«n- _...,«. ..:.,.«.,.«....,,..,«.>,_ .......-....... ._. � ._n_> ..._.�.. m.w..« .. ....._»...... _.... ....»...,_...,«..... ..... .'.ti,4'.: .._A .__.,n..... ...... .n«w ..wn......«....,w,w,w.e.. 0 . . .. .....w.. ..n.w, ..w... ....,...,. ..n«...a... ._,. .,....ww. _........ - .>.. .».„ ..n...n. ...4n .R.w.....«...w......,e...,....«,.... _... -.. - __ .-...�,�... ...,.... .....uw... »..n_ ,.........n.«.,._. .. «n..... .. .. .m.... ...>..........n.. ...... ._.«......_...n.»...._.......w.. ,.....n.............,a»... ..... »..«... .«.. ....- ....=w ._.........ww...........».... .,... .... ...... „ G . . , 'I. CARPET SEAMING DIAGRAM WILL BE INCLUDED ® CARPET DELI1IERl WITH p a TH Ill I MEN'S 0 { 114 A. ',1, ::::.0 'CC:i 1 4 Miir � • } CO L i SECURED WAREHOUSE 111'-11” r 121 L KEY 1.0 3 I ® _ I ■ 4 EE I' w H Y PRESSURE WASH CONCRETE 1.1 THO RE ROUG L PRE FLOOR AND SEAL CONCRETE,SEE FINISH : :ill 3 _, SCHEDULE. I 12 NOT USED I ,I � I I \\-\\7\7\1\ �� A13 ���� zl . IIlI ■ 13 SEALED GONG (DEMO EXISTING I:LOORINCrt) i �I ! I � 1 b 1. _ I [' ,I I ® SALES FLOOR',: ' {,, I I. 102 #i I I` H 4 1i w I a, I ,II14 ` ''� i:j, iii a II ' lk I iii t i I 1 I ( l_ „ ...,....■*.*.m. m L '' '''' m i ,I ii L111""." ,,.. 4...., ., I © I I N, 11 A13 , ii 1 Aga i ... . FLOOFINISLEEND I 13 CI, C2 CARPET ® I III v PROJECTOR/HE. _ i o VCTI VINYL TILE 108 I VCT2 WOOD FLOORING I ' EC1 SEALED CONCRETE i f 0 :.;.. ....w....««...r......m-«rr.... ...... .»n«..w.uu.« .. ..... ., .........,....._._.. .v..,n <..,.<..,... .....-. ....www.w.mwr.«vn«a.0«rw n....w. ....n._w.a.....w..en.<........ ..... ............................. ..n. _.....a.«.ww..... .,.. ..., .,... .... ...».<. «... .vw.»c.......a.»w.w«.>+.<,w_ ww «..._...w..».rr ... r.n..,u..e++....w w...x:.. ,...w ..... ......»....n._.., .n.... .a..m..v _..._.......e.. ...«. w.e.rwrw...n«..wa»m,.w«.r .wn>. i r..... .. ...,.. .....«. »..,..w...«.......:«,n.....«. .wv. ..ax >.....w»_... w.wr .n.w.w.a..w,.«a...«»w....., .«... nw..u«.<...w..+.+...n_ .«w_ .n.w.n_ ..,..e. .,w,« ..».w. .«..., .._..,,....<>._,....... ..... ,. _.......-•w..,a««,..u.,......,..n... .«..a. .... .«wc..+.w . .. <... �__.. w _� _ _w_ __ . �. �. _ ®_ I ETR EXISTING TO REMAIN E 4 TS1 ALUMINUM TRANSITION STRIP - 1 1 _ « ° T$2 VINYL TRANSITION STRIP F s TS3 ALUMINUM THRESHOLD 0 f I I SEE SHEET A4.1 FOR FOR DETAIL MIX MATCH I Ii DESCRIPTION OF MATERIALS. 106 - 1 �' (-71. I Y i '€ 4 memum... ,, ® I D YyL` F E . { e d I v i I 9 y 1 t' k - � �.�. 1 I TS2 2 ..F L. "_ N S. v" ♦ U;. ...'"`.ice..._ 3. - 'L',r,sy,'S,,_. , .sFf, ... ....> aH ..,- .. ',4., '�°+s. v,.$t ir.+[.. .. ..�:- - ..._..:.,i�' a'a _3A:ataa +�i2F1TS'et£v�E'n�`..¢ s,TFe?.,,. .,�. Li ... .�,.,.. st .. ae. �U.�'?+ ..... e Y. �4,.....,WE,,;'S�"�T�`5._ �" .. 41Ni�,' ..».,.,...._...<..«.I¢ o. e� Hi�¢5 e .,t',: ....... ... ....3�_ro??�s_. w�i s ,_....,.,..,,....%,,.., �..,.•i� ..._.r,.�s..� �n't£Y✓v" ,,f..?...,.,c Wiz?t.,..,...._.°��v�. `,.......,. x�lci �s��. i��"r..�,. ^ a.." a`��5;.�t4!�'.�'°��4 _na_. '��-'�a SERVER 0 it 118 STG�R,_ � �_._�. _ _110 -f� 4 , ® 8 I — v �, CAR INSTALL ® - - A1.3 CAR AUDIO , I 109 WARE�E I �n �;` r PLAN CHECKSUBMITTAL 05A0/10 1194 { i I IL REVIEW GET 04/01/10 A1.3 I No. t�svielone and rllraston®s/Submissions paps LOUNGE ® ' 0 IGAR OR 11W 1 11 116 W ULTIMATE ELECTRONICS 1 ® i I 10031 CASCADE AVE v 41iiikall I TIC�,4RD, OR l# I {'D � � S s► ICE I I __. .. Mn_ � , , i I l'i ri Stantec -- — - ! Stantec Architecture Inc. Tel. 707.765.1660 - 41111 I 3 -� , T= i " --_. __ ___.» __. ._...____. ..___. _ _ ______ _ _ __ __ _ ■ ___..___ _ _ NORTH-���� I 0 Petaluma, CA USA. 94954 wwwstanteccom I (� 1 I 1.1 _ 1.1 I I I Drawing Tito F I FLOOCOVEINFLAN 430,,,-- � � 2 5 10 20 30 40 ■ ■ ■ Dram , .., 1 ;. .4,,,, , ,„,oct,NO. ,� ° — 200'1649004 UM Stars No. Scale .4:4.1 C Drawing No. , 1(3 , FLOOR CCVEN 0 , 43 6 c!� SEBASTOMak ' Dots , 14e OF C.0$ it,,,,w No JUN 0 9 2010 ° — L J A 3 E 0 T.O. (N) 31-0" 3'-0" p ACCENT WALL 32'-0" \ +311-0" 4 0 ELECTROEOC@ — / / T.O. (N) + +311-0" ACCENT1 WALL DESIGN AND CONSTRUCTION 4 321 West 84th Avenue, 1te A T.O. (E) WALL T.O. (N) _ ; l ( ;28 -0 ? su p(303)412-2500 A1.1 Thornton,CO 80260 P.(303)412-2514 ACCENT WALL � .O. F 1.06 - .. ` �.., ,..� ACCEI�tTi WALL I Y NO •:4.. •'t. 7, ...A•.....r s..: ... •... .t. :s:..s .4..7.4'... `.. '"7: ......s.,..:.:4. ••:.•1 .•,t.... \ 4\N a , _ail 1.00 EXISTING S'SINGLE PLY ROOFING TO REMAIN. N # 1.01 REPLACE (E)ROOF TOP UNITS WITH NEW UNITS.SEE MECHANICAL purls.1.01 +241-0" T.O. (E) WALL I I 1.02 (N)ROOF TOP UNITS.SEE MECHANICAL DRAWINGS 1.03 (N)SUPPLY FAN.SEE MECHANICAL DRAWINGS i 16 1.05 I 1104 (N)EXHAUST FAN.SEE MECHANICAL DRAWINGS I a A1. 1.01 1.05 (N)SCREEN WALL. 106 (E)ROOF DRAIN TO REMAIN. 0 I 1 , __ . - -_ _ _ _ ... . .w__ _ ._ . . _ _ w - _ _. .. 1.01 (E)ROOF HATCH TO REMAIN.I I I `. 1.08 (E)ROOF TOP UNIT TO f3E REMOVED.SEAL OPENING . 16 7 1.05 1 ,"'!" o ., WITH GALVANIZED SHEET METAL GAP O/SLDG PAPER AND :TL /-1L : - PLYWOOD. I . MS, 0 E • 18'_2" / 201-4" // , 0 7 . { SSS i 1.01 $ 1 A i . . I I f I +311-0" . _ - M _ .___ - - -...._ ..._y _.._..,.. _ - _ . -. .._ u ...._ ...... ..KK.,. .M.�.,. __.. .. . . .. 21:11.711 lc' � � i ' 1'-5" ACCENT WALL +28'-0" T.O. (N) Al ACCENT WALL \ \ GENERAL NOTES •.-... '+.:*::: . 1• 1 1 r�. -♦ 70 1 . •i•4j• 14'-I" § § ♦ ? nl tY1 ... .. .,....._...,.... .._ .. . _ _ ._... w._.._.... .__. ..,... __.......M_...........M. _ .�__..a..M.,... ...... ,.p._ —_... -..,....--.._.-.._ ._... .�.—_....,._ a ..... ----- —......... .... ..___....__._._....__ _. _._a_.., .._....m. _«. _._.. , ...m....•_... .... ........_......_.... __ _.._.,._ ......._, . _..._ .. .. . ...._ ._.._...._. . _... ...._... .._ _,.. .. ....,.W..,_..... .—,. _... _. s 16 1.05 :♦� M.I_ . Ark . . _ .. ...,„...., . . 1.01 I 1.01 t 1.01 1.01 .�. .. . _ _ _ _• - - - .. . ..i _ . .. _ . .. _ [1 _ ! �,. ` e 1.08 •‘941\i +311-0" n I I 1 [� `� T.O. (N) ACCENT WALL . ; +28'-0" ' T.O. (N) ° ACCENT WALL j +24'-0" _..M ._ -...-.�..-._ __ _ » _.. _.�..._.. w. ...... . . . fU 3 I 1,05 - - ��. I PLAN cap ITrat. OsnOnm 1.02 tL REVIEW SET 0410 IO 1 d' No. Revisions and Milestone*/Submissions pate TI4 , OR . Y t ,, ` ` ULTIMATE ELECTRONICS - 1.04 10031 CASCADE AVE \ TIGAIRD. OR a i I 0 , NORTI-I 8 0 0 StanteC . -,:,,,' Stantec Architecture Inc. Tel. 707.765J 660 M.8 1T-4" 1.06 I / 1.06 1137 N. McDowell Blvd. Fax. Petaluma, CA U.S.A. 94954 www.stantec.com Drawing Title ' 0 2 5 10 20 30 40 F FLAN 1 I., - ) 1 I I _a. 1 I 1 ,-,-,„ .41 •• ....,. # , Drawn: Project No. ^' -ter - 2001649004 _ "„ '-0" �6 / ULM No. Scale 3/32 -I 0 - ,€ ! • 4 N '. f::; 4 00 1 , Drawing No. ROOF PLAN s a ! ftwk sd 44 6 _r 'CC Data - . to JUN 0 9 2010 L J- yL J r_J A J PARTITION DETAILS CO ' INiS SCEUL_ -- -_ - - -1 0 EILIECTRORIOCg - Al - TERMINATE AT 5/8" GYP. BD. ROOM NAME FLOOR SASE N WALL S WALL E WALL W WALL CEILING NOTES DESIGN AND CONSTRUCTION UNDERSIDE OF ROOF NO. NAME FINISH MAIL CODE CODE CODE CODE NAIL FINISH DECK \ - 321 West 84th Avenue,Suite A p(303)4I2-2500 fi _ I 101 VESTIBULE C2 RBI P6 P6 P6 P6 AC2 N/A SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLAN Thornton,CO 80260 f.(303)412-2514 ,4 EXISTING W (IF EXISTING - A2 - TERMINATE AT z '�-L E +10'-6" If 4 PER PLAN) 102 MAIN SALES FLOOR CI RBI = _ _ = NO GLG PS • PAINT SPEC'S YARIEDt SEE ELEVATIONS. OPEN TO DECK - PAINT DECK,JOISTS,CONDUITS .�. GENERAL NOTES _ ,► 103 KITCHEN DISPLAY VCT2 WA P5 P5 P5 P5 NO GLG PS • OPEN TO DECK - PAINT DECK,JOISTS,CONDUITS,ETC A3 TERMINATE 3 r✓-16 METAL STUDS, 20 GAUGE �...._�_..._.._._ _._.. .__._ ......._.. ._ .._ ... _.__w__�__.__.____.______._.__..... .__... _... ._....___._.__.__ __...__._._,._ _ +9'-6" \ AT 16" O.C. 104 GM'S OFFICE CI RBI P5 P5 P5 P5 AC1 N/A SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLAN »_. _ .. _�..� . .... _.._ ..._ _.._w. . ....._.... �_.._._... .__... _.__.�. �__W�........_.... .....__. .... _. ..__,.. ..__ ................... _..�_...._ .._u_._..___.._ .... __.0 _._.___.......... . . M . ___..__..._....._M. . ....__._._._.. ._a_._.... _. __ w. _.____....__ _.___._.....___._. r6" METAL STUDS 18 GAUGE AT 1. PAINT CEILING ABOVE ALE FLOOR A4 - TERMINATE AT 106 MIX AND MATCH CI RBI P5 P5 P-5 P5 ACI N/A SEE INTERIOR ELEVATIONS AND REFLECTED„CEILING PLAN (INCLUDES STEEL DECK, JOISTS COLUMNS +12'-0" TV WALL) ii: �. _� . _M._..�..._M ��. �.._101 CAR AUIO 1 I P5 P5 P-5 P5 N/A SEE INTEOR LEVATIONS AND REFLCTED CILING PLAN_..�..-_�...�...�..�.__....__.�.w-.�v...�..._.�wo�._..._.......,, ...._..��.._......_....._.__-._�.�.. ,+�YAG E PMEN ,ETC). SEE . . -. , .. ... ..._.... ._._a_.._.�. _ ......�.�..�w ELECTRIC BOXES QU( 51 - TERMINATE AT h1 _ SIDES 108 PROJECTOR/HIGH END A/V Cl RBI F1 P1 P-1 P1 ACI N/A SEE INTERIOR ELEVATIONS AND REFLECTED CEILII PLAN CEILING PLAN. 5/8 GYP. oTI4 UNDERSIDE OF ROOF P BD B 109 CAR INSTALL ECI ETR • _ _ = NO CLG PS SEE INTERIOR ELEVATIONS FOR PAINT SCHEME 5 DECK \ I10.....__._. _.._ STORAGE RBI _. _. ._...• .... ......... ._ ...._ ..._ ........ � _ NO CLCx._..._.. ... . .N/A _.. 2. SEE INTERIOR ELEVATIONS A5.0-A5A FOR ECI ADDITIONAL ROOM FINISH DETAILS. B2 - TERMINATE AT � � .._ .� ....w._M_._................ ......_._._.�.�_...._..__........,, ...w.. __r AC1 III N/A CT CEILING AN S LE ED PL +10,-6" -- HALLWAY GI RBI P5 P5 P5 P5 EE REF .._.._ . ._..m_ ..._ ......_.h._ _. _ .. ......u...___.. . .....k........_.......... ._... N _. _ _wa a.M_.._......m...._._ ..�... _..M.._ . . . . . ._ L wM._..... ..........__..._.......__. ........_.. .... .... .. _. �_.. S SEMI-GLOSS. ` r 3. PAINT DODRS/FRAME �M•GL .. -,..,.:;...:.,..v, 0.s`.;:p,..:4 ,-: :. \ 112 VM CLOSET ECI WA P5 P5 P5 P5 AC1 N/A SEE REFLECTED CEILING PLAN �.. B TERMINATE AT +9'-6" „ 113 JANITOR ECI WA P5 P5 P5 P5 AC1 N/A SEE REFLECTED CEILING PLAN 4. PAINT COLUMNS P-6.UNLESS OTHERWISE NOTED. /8 METAL STUDS, 20 GAUGE .w_ ..... .. ......u... ._.__.._ _._. .. . ...�w _.. ............_. .._.. _.._.... .u.. ..__...._. .__ . _...._.....0.............. . ..__....... M_._.. _._._.- .... 35 E L D E - TERMINATE AT AT 16" U.C. 114 MEN'S RESTROOM 14 T3 P11 PII P11 PII AC2 N/A SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLAN 5. FINISH SCHEDULE IS FOR GENERAL FINISH El�h'I TE ____ _.__.__. __.___u_r_....._.._... __._______ __ ..... _ . +12'-0" (6" METAL STUDS 18 GAUGE AT 115 WOMEN'S RESTROOM 14 T3 P11 PH in PH AC2 N/A SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLAN ELEVATIONS FOR TV _. __. _. ...... ..._ .._ .__._ .._..._.._. .. 1__..._. _... ..µ.w.._._._ . _ _.... _._......_-. ._. ,._..__....�.....��..__..�.�._._.� ... .. ... .. . ... SUPPLEMENTAL INFO.V LL 116 LOUNGE CI RBI P5 P5 P5 P5 AC1 WA SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLAN 111 SALES OFFICE ETR ETR P5 P5 P5 P5 ETR WA 6. 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BD. - BOTH-I SIDES 116 SER1/ER/PHONI: ECI N/A P5 P5 P5 P5 AC1 N/A WE REFLECTED CEILING PLAN -11 ATr INSULATION _�.�.M__w�.�_.. . ....,.._�_._.�_t..,M... . .�_.�,.�.._...��..��..._.._�_.wo._.. �...._�_ ...�..._.�....�.�.u�____..� _...�_.....�..�_._.�wa.m..__.�_ _ _..._..._ _..._.�.,_..._.._._..a._._..�..___.._ _ __....._� . .....__...__ _....._._.��.�_..�_ .�.�_....�......................_.____._.._._.._..._. ,.. __,...._._.M_..._.�_.._b._w. .��._._w_.�_._.... ..._. _ ....... _. . . ....... _.._..__.._.�.�..___._�._..�....__-_....,_.__.._.__. .__...._ ..�_.__._._.,........�.._..._._.��__ DECKR B L _..._.____..,_ ....____._M _.. 119 WAREHOUSE EC1 N/A N/A N/A WA N/A = _ = OPEN TO DECK NO FINISH C _ . HOUSE{ J C2 - TERMINATE AT p,. � � z. K......t_ 120 EC1 N/A N/A N/A N/A N/A _ = OPEN TO DECK NO FINISH _ __.. I C3 - TERMINATE AT +9'-6" 3 5/8" METAL STUDS, 20 GAUGE F I'\ I S I I "4 T E R 14 L SCI I E D U L 4 - TERMINATE AT AT��16" O.C. C - - i-0" (6 METAL STUDS 1S GAUGE AT TV WALL) CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION SUPPLY INSTALL REMARKS PO NO PAINT SYSTEM INFILL WALL TO MATCH EXISTING ADJACENT WALL - PI PAINT SHERWIN WILLIAMS SW1019 GAUNTLET GREY GC GC EGGSHELL FINISH Al INTERIOR,SEMIGLOSS AT DOORS AND FRAMES GI DETAILS MAY VARY. .... . . _...._._..__.._......._...._. ..._. ....__ _ _. ___...__..._....w..___�.__.___._.._. ._ _._..._..... . _ . _ _.._..._...__�__._.._.._ _ _. ___...._....... .... _... . . _._...__�......._...._.__.__._.____....._..-._.. . _. ONSTRUCT ON DE L R P2 PAINT SHERWIN WILLIAMS SW6506 CITRUS GC GC EGGSHELL FINISH AT INTERIOR,SATIN AT EXTERIOR INSULATE AT EXTERIOR WALL CONDITIONS P3 PAINT SHERWIN WILLIAMS SW6594 POINSETTIA GC GC EGGSHELL FINISH AT INTERIOR P4 PAINT SHERWIN WILLIAMS 51116811 HONORABLE BLUE GC GC EGGSHELL FINISH AT INTERIOR SATIN AT EXTERIOR P5 PAINT SHERJIN WILLIAMS SW6142 MACADEMIA GC GC EGGSHELL FINISH AT INTERIOR P6 PAINT SHERWIN WILLIAMS SW1006 EXTRA WHITE GC GC EGGSHELL FINISH AT INTERIOR 1" EIFS FINISH PI PAINT SHERUIN WILLIAMS 611.16258 TRICORN SLACK GC GC EGGSHELL FINISH AT INTERIOR 1/2" EXTERIOR SI-IEATI4INCs PS PAINT SHERWIN WILLIAMS SW 1056 RESERVED WHITE GC GC EGGSHELL FINISH Al INTERIOR E ';-: P9 PAINT SHERWIN WILLIAMS SW6232 MISTY GC GC EGGSHELL FINISH AT INTERIOR SF1 STOREFRONT CLEAR ANODIZED FINISH GC GC '- PII PAINT SI-ERWIN WILLIAMS SW1064 PASSIVE GC GC EGGSHELL FINISH AT INTERIOR _N\ \ PL2 PLASTIC LAMINATE WILSON ART 4126-052 MILANO QUARTZ GC GC 6" METAL STUDS, 20 GAUGE AT PL-3 PLASTIC LAMINATE WILSON ART 4125-052 MILANO BROIIN GC GC 16 O.G. ._.____._.�._..�._..�....___. PI-4 PLASTIC LAMINATE WILSON ART 1909-60 FUSION MAPLE GC GC PL5 PLASTIC LAMINATE WILSON ART 1595-60 SLACK GC GC 1°L6 PLASTIC LAMINATE WILSON ART 1909-60 SATIN SILVER GC GC PL1 PLASTIC LAMINATE PIONITE AE021-5 GRAPHITE SPEKTRJM(SUEDE) GC 'GC ' CI CARPET MANNINGTON CENIERFIELD III 20 OZ.,COLOR: TEAM, 12' ROLLS ULTE GC LJ846, SEE NOTE 6 C2 CAST MANNINCxtON RUFFIAN 38 01,COLOR: GRANITE,24X24 TILES ULTE GC Le513, SEE NOTE 6 VCT1 VINYL COMPOSITION TILE MANNINGTON DESIGNERS SERIES COLOR: 200/NAVY(I2"X12") ULTE GC SEE NOTE 6 VCT2 VCT - WOOD PATTERN MANNINGTON NATURES PATH PLANK COLOR: 12141/RUSSET (5"X48") ULTE GC 4", SEE NOTE 6 GLI CLASS PPG ULTRA CLEAR 1/4" TEMPERED GC GC ONE WAY GLASS FOR OFFICES (TYP.) RBI RUBBER BASE MANNINGTON TYPE TV WITH TOE 4" RUBBER COVE SASE (100' ROLLS)COLOR: 908/IRON ULTE GC SEE NOTE 6 AC1 ACOUSTICAL CEILING TILE ARMSTRONG 533-CIRRUS 24"x48"x3/4" SQUARE LAY-IN GC GC AC2 ACOUSTICAL CEILING TILE ARMSTRONG DUNE/OPTIMA 24"x48"x3/4" SQUARE LAY-IN VINYL FACED GC GC TP TOILET PARTITIONS BOBRICK SERIES P CLASSIC SERIES P - COLOR D315 PLATINUM GC GC SEE NOTE 6 FR° FIBER REINFORCED PANELS CRANE COMPOSITES STRUCTO-DECOR-FRP CLASS C SANDSTONE-.9"-636 MORNING MIST GRAY GC GC SEE NOTE 6 ETR EXISTING TO REMAIN C NO 6 S EXISTING CONCRETE, SEE NOTE EC1 CONCRETE SEALER VALSPAR W8-20 AQUACRETE CONCRETE SEALER GC �_.. SEAL E , TSI ALUMINUM SCHLUTER TRANSITION STRIP SEE 12/A1.3 TS2 VINYL MANNINGTON MANNINGTON SUPER IMPERIAL REDUCER 5/I6" X 12' COLOR - 90S/ IRON ADHESIVES MANNINGTON LETTER REFERS TO PARTITION B Y DETAIL tS3 ALUMINUM PEMKO I 4" ALUMNUM TI SHOLD ADA COMPLIANT GC GC BRUSI-RED ALUMINUM FINISH (REFER TO DETAILS A130VE) _ I I NUMBER REFERS TO PARTITION 1-IEIG1-IT RE STROf�CM ACCESSORY S CH_D UL E I - TERMINATE AT UNDERSIDE OF ROOF DECK FIXTURE SCHEDULE 2 - TERMINATE AT 4.0'-&" 3 - TERMINATE AT +9'-6" MARK DESCRIPTION MFR. MODEL SUPPLIED INSTALLED NOTES 4 - TERMINATE AT +12'-0" TA1.0 WATER CLOSET AMERICAN STND. ASD6936 PRIOLO GC GC L - - TA2.0 LAVATORY AMERICAN STND. 0355034 LUCERNE GC GC - - TA4.0 URINAL AMERICAN STND. ASD3545 ALLBROOK GC GC PLAN CHECK eBMlrrAL. 05/0/10 TA5.0 GRAB BARS GAMCO 1506-42" AND 54" GC GC l.l..REVIEW GET 04/01/10 TA6.0 MIRROR GAMCO I S"X36" G-136 GC GG No. _ 'Revisions and Mtisastoma/Submission pate TA1.0 WATER FOUNTAIN I-IALSEY TAYLOR I-1VRr. RNSSL GC GC TASK TOILET TISSUE DISPENSER KIMBERLY CLARK 9640 ULTE ULTE T TA9.0 PAPER TOWEL DISPENSER KIMBERLY CLARK 09990 ULTE ULTE ULTIMATE ECTRONICS TA10.0 SOAP DISPENSER KIMBERLY CLARK 92145 ULTE ULTE 10031 CACADE AVE NOTES: D 0/ R 1. VERIFY ALL QUANTITIES. 2. PROVIDE AND INSTALL ADEQUATE BLOCKING, METAL STRAPPING OR AS RECOMMENDED BY MANUFACTURER FOR MOUNTING ALL ACCESSORIES, 1-IARDWARE, ETC. fl Stantec S T OO'" MOUNT I\ = I HTS Stantec Architecture Inc. Tel. 707.765.1660 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 www.stantec.com 0 .. , , Drawing Trtb -r ___. \REFLECTIVE \ To SPOUT FAFRT ( I I OH S" /J" FE CS 6 SURFACE Ni , _.e It •°v X _ - x 1 J`< Dram Project No .a.;:), ar::- 0 ni F * '� " �.' 2001649004 tCl :. ' ,,,r 1E stars No. se.b 4 c TOILET PAPER ,a,3 MIRROR 42" WC SINK H.C. , #11314• �' Drau"a No. TISSUE ®TOWEL Gib WATER WATER DISPENSER DISPENSER BARS CLOSET FOUNTAIN , CA, 46vielueci a "+. ebAti, 1 6 6 te - ,� -‘4 1 freA 0 F 0 V" JUN 9 2010 — L J----y L J SWING OUT PANELS,4ND ° UL 1NT To c I 5 MI- 058 FINISH tY ICA SWh�"s DOORS.L�RCxENCY — NOTE: ALL HOLLOW METAL DOORS TO EBE PA ED RE EVE CAL P L !BREAKOUT ON EON , - .- °�\ DOOR DATA FRAME DATA HARDWARE MANUFACTURER MODEL * SCOPE — —_11_ 0 CL�CCTR©[ OCS Ir r`. * SIZE MATERIAL TYPE GLASS FINISH MATERIAL TYPE JAMB HEAD FINISH SET NO SUPPLY INSTALLED NOTES ' ,,‘\\ PR 3'-0" x 1'-0" x 13/4" DESIGN AND CONSTRUCTION (T) :�T) (T), (T) 101A/�3 ALUM D2 GLI M2 ALUM 3 J1A H1 M2 I STANLEY CORP OR HORTON 6' SLIDING GC GC AUTOMATIC BI-PARTING DOORS WITH EMERGENCY BREAK-OUT, SEE NOTE 2 4 4 ;° SLIDING GLASS DOOR 321 West,84th Avenue,suite A p(303)412-2500 '\a : �1 Thornton,CO 802b0 F.(303)412-2514 ? 0. f, ? 101C/D PR 3'-0" X 1'-0" DOUBLE ALUM D2 GLI M2 ALUM 4 J4.1 144.1 M2 1 STANLEY DOOR OR HORTON AUTOMATIC 6' SLIDING GC GC AUTOMATIC BI-PARTING DOORS WITH EMERGENCY BREAK-OUT, SEE NOTE 2 4 4 SEE - �' SLIDING GLASS DOOR 0 `lT) CT) = SHEET F4 (T) ;, (1) GENERAL NOTES (T) ,° / ., :. _ IOIE 22'-0" X 1'-10" ALUM 02 N/A M2 ALUM N/A J7 141 M2 1 METRODOOR 800-669-3661 EXT. 640 ECONO GUARD SLIDING GRILL ULTE ULTE SLIDING SECURITY GRILL, SEE NOTE 6 )\ —4t f/ 102A 3'-0" X 1'-0" X 1 3/4" HM D3 N/A MI 1-4M 2 J9 1-19 Ml 9 STEELCRAFT 800-243-9180 L16 GC GC SEE NOTE 3 1 INSTALL IN1ERCI-IANGEABLE LOCK CORES AS SPECIFIED DURING CONSTRUCTION Di D D IO2B 221-0" X 11-10" ALUM 02 N/A 112 ALUM N/A J1 1-11 M2 I METRODOOR 800-669-3661 EXT. 640 ECONO GUARD SLIDING GRILL ULTE ULTE SLIDING SECURITY GRILL, SEE NOTE 6 104 3'-0" X 1'-0" X 1 3/4" ALUM DI GL1 M2 ALUM 2 J2 142 M2 4 KAWNEER CORP. 190 NARROW STILE GC GC CLEAR GLASS DOOR, BRUSHED ALUM. FINISH 2• AUTOMATIC 51-3C 10 x SLIDfi DOORS SHALL WITI COMPLY WITH I� 100813.3 AND EQUIPPED IUITH 108 3'-0" X 1'-0" X 1 3/4" ALUM DI GL1 TINTED M2 ALUM 2 J1 1-11 M2 2 KALUNEER CORP. 190 NARROW STILE GC GC TINTED GLASS POOR, 8RUSHED ALUM. FINISH t. EMERGENCY BREAK-OUT 109A 3'-0" X 1'-0" X 1 3/4" ALUM DI GLI 112 ALUM I J1 1-41 M2 5 KAWNEER CORP. 190 NARROW STILE GC GC ' 3. EMERGENCY EGRESS DOORS 51-1ALL COMPLY 1098 12'-0" X 10'-0" METAL D6 N/A MI HM N/A J6 H6 Ml 12 METRODOOR 800-669-3661 EXT. 640 ROLL DOWN 3" SLATS ULTE ULTE OVERHEAD ROLL UP DOOR, SEE NOTE 1 WITH IBC SECTION 1008.13.4 ,,a ", 109C 12'-0" X 10'-0" METAL 06 N/A MI HM N/A J6 H6 M1 12 METRODOOR 800-669-3661 EXT. 640 ROLL DOWN 3" SLATS ULTE ULTE OVERHEAD ROLL UP DOOR, SEE NOTE 1 4. EXTERIOR LOCK SETS SHALL NOT HAVE NUMB I TURN DEADBOLTS � 109D 31-0" X 11-0" X 1 3/4" HM D3 N/A MI HM 2 J5 445 Ml 8 STEELCRAFT 800-243-9780 L16 CSC GC / _`# I'e '., 5. KNOCK DOWN FRAMES ARE AN ACCEPTABLE r - . 109E 10'-4" X 1'-0" ALUM D8 N/A M2 ALUM N/A J3A 141 M2 1 METRODOOR 800-669-3661 Ext. 640 METRO GUARD WIN. SHUTTER ULTE ULTE THUMB TURN TO SALES AREA 1 ALTERNATIVE TO WELDED FRAMES .:°' 111 3'-0" X 1'-0" X 1 3/4" 14M D3 N/A MI HM 2 J9 H9 Ml 9 STEELCRAFT 800-243-9150 L16 GC GC I e, 16. SECURITY GRILL SHALL COMPLY WIN IBC 112 3'-0" X 1'-0" X 13/4" HM D3 N/A MI MI 2 J3 H3 Ml 6 STEELCRAFT 800-243-91S0 L16 GC GC SEE NOTE 5 ;` 100813.5 \. .t'' 113 3'-0" X 1'-0" 1 3/4" 141 D3 N/A M1 ET'? 2 J3 143 Ml 3 STEELCRAFT 800-243-9180 L16 GC GC SEE NOTE 5 ^'6�, SEE ULTE SPECIFICATIONS 0 `- °'F • 114 3'-0" X 1'-0" X 1 3/4" HM D3 N/A MI 14M 2 J3 143 Ml 11 STEELCRAFT 800-243-9150 L16 GC GC SEE NOTE 5 115 3'-0" X 1'-0" X 1 3/4" 1411 D3 N/A MI HM 2 J3 143 Ml 11 STEELCRAFT 800-243-91S0 L16 GC GC SEE NOTE 5 1D4 D 5 D 6 116 31-0" X 1'-0" X 1 3/4" HM 03 N/A MI MI 2 J3 H3 111 10 STEELCRAFT 800-243-9180 L16 GC GC SEE NOTE 5 117 3'-0" X 1'-0" X 13/4" HM D3 N/A MI Ml 2 J3 143 Ml 10 STEELCRAFT 800-243-91S0 L16 GC GC SEE NOTE 5 118 3'-0" X 1'-0" X 1 3/4" HM 03 N/A MI 14M 2 J3 H3 Mt 3 STEELCRAFT 800-243-91S0 L16 GC GC SEE NOTE 5 119A/15 PR 3'-0" X 1'-0" 1 I/2" MFR DS MFR MFR HM 6 J4 144 MI MFR ELIASON CORP. 800-828-3655 HCP-10L GC GC DOUBLE ACTING DOOR-ELIASON CORP. MODEL 1-1CP-10L, COLOR "BLACK" *1595-60 -Y:., 1I9C 3'-0" X 1'-0" X 1 3/4" 141 D3 N/A MI 14M 2 J5 H5 1••11 9 STEELCRAFT 800-243-9180 L16 GC GC I19D 3'-0" X 1'-0" X 1 3/4" HM D3 N/A MI HM 2 J5 H5 111 9 STEELCRAFT 800-243-9180 L16 GC GC DOOR AND FRAME FINISHES 0 119E 3'-0" X 11-0" X 1 3/4" HM D3 N/A MI Ml 2 J5 H5 111 9 STEELCRAFT 800-243-9180 L16 GC GC 4 I19F a'-0" X S'-0" HM 06 N/A MI HM N/A J6 146 Ml 12 METRODOOR 800-669-3661 EXT. 640 ROLL DOWN 3" SLATS ULTE ULTE EXISTING OVERHEAD ROLL UP DOOR, SEE NOTE 1 METAL FINISHES 1190 3'-0" X 1'-0" X 1 3/4" HM D3 N/A MI HM 2 J5 H5 Ml 9 STEELCRAFT 800-243-9150 L16 GC GC MI SEMI-GLOSS LATEX ENAMEL \ 119H 8'-0" X S'-0" HM D6 N/A MI 1-4M N/A J6 146 111 12 METRODOOR 800-669-3661 EXT. 640 ROLL DOWN 3" SLATS ULTE ULTE EXISTING OVERHEAD ROLL UP DOOR, SEE NOTE 1 M2 CLEAR ANODIZED ALUMINUM 119K 3'-4" X 3'-4" HM D1 N/A MI HM 1 J3 H3 Ml 1 STEELCRAFT 800-243-9180 L16 GC GC GLAZING DI DS 121 3'-0" X T-0" X 13/4" HM D3 - MI MI 2 J3 H3 Ml 3 STEELCRAFT 800-243-9180 L16 GC GC SEE NOTE 5 GLI 1/4" TEMPERED GLASS NEW WINDOWS DOOR TYPES _ 3'-4" WI 22'-0" X 14'-0" ALUM. - GLI M2 ALUM 3 148.1 H8.1 M2 N/A KAWNEER CORP. 800-861-4561 TRIFAS V6 450 GC GC _ c, � � - (S(M) T, \ W2 22'-0" X 10'-0" ALUM. GLI M2 ALUM 4 J4.1 1-14.1 M2 N/A KAWNEER CORP. 800-869-4561 TRIFA83 V6 450 GC GC ,' W3 22'-0" X 14'-0" ALUM. - GLI M2 ALUM 3 H8.1 H8.1 M2 N/A KAUIEER CORP. S00-861-4561 TRIFA83 V6 450 GC GC rs1M) r FINISH/MATERIAL LEGEND 0 1- B► ALUM - ALUMINUM 1— /9(T) K . -,(T) r -, TD I SCULE (EXISTING DOORS REQUIRING NELU HARDWARE, SUPPLIED AND INSTALLED 13Y CSC) ETR - EXISTING TO REMAIN GL - GLAZING ' HARDWARE TYPE 1 HARDWARE TYPE 2 HARDWARE TYPE 3 HARDWARE TYPE 10 I - 'TEMPERED ET GLAZING \ - � - - 1 SET CLOSER KAWNEER, EC-91911-15 CALIBRE I i PAIR NPR BUTTS MCKINNEY TA2114 45X4.5 / 3'-6" ,, 3'-4" ,t, 3'-6" / 3'_0�� CONCEALED OVERHEAD DOUBLE ACTING 1 1/2 PAIR NRP BUTTS MCKINNEY TA2114 4.5X4.5 NRP 626 2'- ' 1 EACH DOOR KAWNNEER, EC 91911-15 STYLE CO-9/C0-12 NRP 626 1 EACH COMBO LOCK SCHLAGE MK 06 626 W/80-035 1 2 2 EACH SCHLAGE MORTISE CYLINDER PULL (SINGLE ACTING)FINISH 114 X BRN - — \- 80-135 1-3/8 X 626 X BRN KAWNEER, EC 91911-15 STYLE CP-11 (SINGLE 1 EACH STOREROOM LVR SCHLAGE D80HD RHO X 1 EACH CLOSER LCN 4111 RW/PA TBMS X ALUM (SLIDING DOORS RECEIVE 2 CYLINDERS EACH) 1 EACH DOOR ACTING)FINISH X14 626 X BRN , . I EACH WALL STOP IVES 11J5406GCY11526D = BALANCE O� I-IRDWARE �3Y 51-PARTING DOOR PUSH KAI�IEER, EC 91911-15 TOP CENTER PIVOT 1 EACH WA STOP IVES W5406CCV2�o 3 EACH SILENCERS IVES SR�o4 ® (FRAME PORTION AND DOOR PORTION 190 E LL P VE D al MANUFACTURER AT 10IA/B, 101C/D, AND 101E. SEE T _ \ - � GENERAL NOTES #3 AND *4 1 EACH PIVOT DOORS) 3 EACH SILENCERS IVES 5164 ,f KAIEER, EC 97911-15 ROT CENTER PIVOT °�{'" t F ,r'f iJ ,try (1) :f` (T) .r''+ CO CO ; (T) F CO *1 CO >.. Ct) (FRAME PORTION WITHOUT THRESHOLD) N ^ _ (T) CT) (T) (T) (T) N (T) \ L. /f \ Z A I- V Ea. # Ea. / / Ea. , Ear / r CT) _,� . °� _ (T) _ HA UJA fl'FE HAWAE TYPE HAUJA GYP HARDWARE A'Y ='E 11 § i a RD RE F 1 SET CLOSER KAWNEER, EC 91911-15 NORTON 1601 B1= I 1 PAIR NPR BUTTS MCKINNEY TA2114 4.5X4.5 a KAUUEEER, EX 91911-15 STYLE 1 1/2 PAIR NRP BUTTS MCKINNEY TA2114 4.5X45 626 2 NRP 626 I SET CLOSER KAWNEER, EC 9911-15 NORTON 1601 1 EACH DOOR PULL CO-9/CO-12 (SINGLE ACTING) I EACH PUSH PLATE IVES 8200 4X16 U526D (T) _ lT) r}, (T) s Y (T) '� (T) .7; (T) _ KAl1lEER EC 91911-15 STYLE cP 11 1 EACH STOREROOM SCHLAGE DsOHD RHO X 626 i � PULL HANDLE IVES 8311-5 4X16 U526D \ 'c — ' — - I EACH DOOR PULL KAWNEER, EX 9-1911-15 STYLE LEVER X ALUM. E 5'-0" 12'-0" V-0" 5-0 12-0 5-0 CO-9/C0-12 (SINGLE ACTING) 1 EACH DOOR PUSH SINGLE ACTING I EACH CLOSER LCN 4111 RW/PA TBMS X ALUM :::/ ,� ,� / / ,, ,„ �! / - KAUUIEER, EC 91911-15 TOP CENTER 2 EACH KICK PLATES IVES 8400 10X34 U526D (2)Ea.SPACES 12'_0„ (2)Ea.SPACES (2)Ea.SPACES 22'_0„ (2)Ea.SPACES I EACH DOOR PU5H KAULIEER, EC 9"1911-15 STYLE CP-11 i EACH PIVOT PIVOT (FRAME PORTION AND DOOR 1 EACH CLOSER LCN 4110 RW/PA TBMS X ALUM. I EACH WALL STOP IVES 5400 I CVU526D � 3 / / r SINGLE ACTING PORTION) 3 EACH SILENCERS IVES 5164 I EACH PIVOT KAWNEER, EC 9911-15 TOP KAUIEER EC 91911-15 ROT. CENTER 1 EACH WALL STOP IVES W5406CCV26D CENTER PIVOT (FRAME PORTION AND DOOR PORTION 190 DOORS PIVOT (FRAME PORTION AND DOOR 3 EACH SILENCERS IVES SR64 - - KAWNEER, EC 91911-15 BOT. PORTION) - - BENTER PIVOT (FRAME PORTION PLAN CHECK.St01 I1rra- 05/10i10 WITHOUT THRESHOLD) 1 EACH THRESHOLD KWANEER, EC 91911-15, CENTER I-IUI LI REVIEW SET 04/01/10 No. Rovielons and M1lestonee/Submieelons pates 4'_6" TI4R , OR 6'-4" " HARDWARE TYPE 1 HARDWARE TYPE 8 HARDWARE TYPE 9 HARDWARE TYPE 12 ULTIMATE ELECTRONICS 10031 CASCADE AVE 1 PAIR NRP BUTTS MCKINNEY TA2114 4.5X45 626 I i PAIR NPR BUTTS MCKINNEY TA2114 4.5X4.5 1 I PAIR NPR BUTTS MCKINNEY TA2114 45X4.5 I EACH PADLOCK TIGARD, OR NRP 626 NRP 626 1 EACH DEAD LOCK SCHLAGE B66HD 626 X BRN EACH DRIP CAP PEMKO 346C 40" 1 EACH DRIP CAP PEMKO 346C 40" '4 Stant& k IC CORE (1 PIN) EACH THRESHOLD PEMKO 2005AT 36" 1 EACH THRESHOLD PEMKO 2005AT 36" EACH DOOR SWEEP PEMKO 315CN 36 1 EACH DOOR SWEEP PEMKO 315CN 36 Stantec Architecture Inc. Tel. 707.765.1 660 3 EACH SILENCERS IVES 5164 I SET WEATHER SEAT PEMKO 303A5 36"X84" 1 SET WEATHER SEAT PEMKO 303,45 36"X84" 1137 N. McDowell Blvd. Fax.707.765.9908 NOT USED e EACH LATCH-GARD LATCH-GARD LG 100 Z-5P 1 EACH LATCH-GAR) LATCH-GARD LG 100 Z-SF Petaluma, CA U.S.A. 94954 www.stantec.com 4 1 EACH PULL HANDLE IVES 83115 4 X 16 US 26D EACH EXIT DEVICE YALE 1150 X AU626 X 630 1 EACH EXIT DEVICE YALE 1150 X 630 Drawing Tito 6'_0,. - EACH RIM CYLINDER YALE K680 X 626 X BRN 1 EACH OUTSIDE TRIM YALE 620 X 630 SCHEDULES / DOORS 211-, &2" EACH MORTISE CYLINDER SCHLAGE 80-132 X 626 X SRN 1 EACH EXIT ALARM DETEX EAX500KAI4 �,� W .� � Draw - Roject No. -1 EACH CLOSER LCN 4111 RW/PA TBMS X ALUM 1 EACH CYLINDER SCHLAGE 80-132 X BRN �,,,�,� 200'1649004 — EACH WALL STOP IVES W5406CCV 260 1 EACH CLOSER LCN 4111 RW/PA TBMS X ALUM ey" .� TE s No. seals 3 EACH SILENCERS IVES S?Rb4 1 EACH WALL STOP IVES W5406CCV26D NTS- 2 O DOOR AN Al TYPES _ �.i� 4 00 Drawing�. ACH ALARM DETEX EAX 500 KAI4 EXIT 3 EACH SILENCERS IVES SR64 '�"'' E 4 E A4.2 N.T.S. SEE GENERAL NOTES #5 ALARM, COLOR GRAY • Y,, . , 6 Dats � a . . JUN 2010 El — L _1—-- — 1\ L __I . . ____ _:\11___ _ • 0 IELECTRONOCE DESIGN AND CONSTRUCTION 321 Ilistst 04th Avenue,Suite A p(303)412-2500 livxMon,CO 80260 r.(303)412-2514 GENERAL NOTES 1. PAINT COLUh'INS Pb UNLESS OTHERWISE NOTED 2. WALLS TO RECEIVE RUBBER BASE - SEE ROOM FINISH SCHEDULE SHEET A4.1. (74) (7) (P..4) K 1 0 4) Iiiii 5 Pb( ) K P2) (P2) (P6) P6 3. SEE ROOM FINISH SCHEDULE FOR ( - \ ( - \ ( • ) ( - ) ( - I ADDITIONAL COLOR/FINISHES AND K _ ) IT-0" MATERIALS NOT NOTED.SEE SHEET A4.. , . .. .. . \ I " - 111 Mil ...... 11111111., _ ...„ . _ . . - imm all TA.WALL - £ A ■ . 11111 iik AB . - ;L- • . AI ' . ( 1 r -1 t---''''';li r 1 ; i , . I III , I I . , „ i i I ; 1 „- . . , ; , , i . . . . . . . i il i i 1 i;! ] : „ 9.' 11 1.—W-4 ,1'. Isi . : . : . : , : . . . : . , , ., , , : , , . . . , ii. , : , ; i . . ,, ! il i , . ,. , 0 I . , . . , , 7...........-...................r 1 ., a_ i i , , : : . . . 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PROJECTOR ROOM TV SERVICES APPLIANCE FIXTURES APPLIANCES KITCHEN CABINETRY APPLIANCES (CE-12) RUBBER BASE GM OFFICE A5.1 SEE FIXTURE PLAN,FOR (AP-1) S GRAPHIC/PANEL SYSTEM 16 LOCATIONS A52 SIM. 14 SALES FLOOR - WEST ELEVATION VS" = l'-0" FINISH / MATERIAL LEGEND (SEE FINISH SCI-IEDULE) PI 5W1019 GAUNTLET GREY P2 SW6906 CITRUS P3 SW6594 POINSETTIA P4 SW6811 HONORABLE BLUE P5 SUJ6142 MACADEMIA P6 SW1006 EXTRA IDI41TE PI 5W6258 TRICORN BLACK PS SW•056 RESERVED LUI-IITE , PS SW6232 MISTY (P6_ ) (7) Pb / 3\ 0 P6 Pb( ) Pb Pb( _ ) P6 (F'_3) Pb I (7) 5F1 ;II CLEAR ANODIZED ALUMINUM- NO PAINT Te0MILTT4F3A:TASSITICtsiSIVE K _ ) - - __ __ _... ___ . .._ _,_._________ _„..„...... „ ,:,..,,, PL PLASTIC LAMINATE .II . , „. ........._„.. ,_____________ „... . ... . „„......„...._. ..„_. FRP FIBERGLASS REINFORCED PLASTIC PANELS ili V T 111 itir al 1 - : I - MI NM • .. ti Ai Ai ilk : • A ... ak • la au ........„. .„„ ..... \ I 1--- 1 , 41111- 111- --1 : .: , ji 1 , 1 1 . 1 1 i i ' . , : , ,, . : . .: . . . ; . . : . . • , . . . . I , , . . . . . . .. . ' „ ; I „ : ! , : . . „ , . . , . , . . . , . : i— 2 El i . • i 1 1 1 , . , , , i ; ,--'• . • ; . . , : ; , ' 1 ; I . ., i I , ,,• . . . ; ' : . , • ; , , . ., . . „ ,-... uni 0 . . , ! . , • C4 \ , . -7-1 ----I : —3 . . ,--,—: % % I I nil 1 il : , __I . : , : . . ii— 1 . -...-.] I PANT iii 0... ; , I I LINE! . , ; I 17 I , , ..,, ,; r ,/ , TT % / / / / I . . , „ : • I -...011•••••••■■ . . I , , : i • . , I."... 0 •.- N................., e......= \ : , , , I . Z zi W■■■•■• == 1 i ....... . : . . ■......* : ■.. ' • , . in = = .■.■... 1■■ ■ , ./..../... =.I i , , I I a- _ . . - --.,---- . . \ \ ___________ __„, ______________ . _ _____. ___.._ _ — — H 1 —.= •-,.7:.:,.:2.:: / -/ A % / % / / - i ! ; , , . , ; , ' . .. . ,,..--...:-.. ...,_...=...:- „ ,„ , .„ „...-- . -.„,„ ,.„„ .., .„. . GM OFFICE ' ' >' \ FLAN CHECK SUOMITTAL CS/10/10 GRAPHIC/PANEL SYSTEM APPLIANCES APPLIANCE FIXTURES "RUBBER BASE TYPICAL EXIT CASI-I WRAP 6 1-1- REVIEW SET 04/01110 SEE FIXTURE PLAN,FOR ( _ )GRAPHIC (CW-18) A5.1 SIGN PLACEMENT VESTIBULE INTERACTIVE GAME CONSUL GAMES AND MOVIES 12 . 71-R 14... Revisions and Milestones/Submissions pato LOCATIONS A5.1 ifo. TIGARD OR ULTIMATE ELECTRONICS 10031 CASCADE AVE TIGARD, OR S 707.765.1660 Stantec Architecture Inc.IncnteC. Tel. 707.76516 Petaluma,ltcD:A U.S.A. 94954 well8lvd. Fax.707.765.9908 www.stantec.com oramina Title INTERIOR ELEVATIONS . illy , , 16 ..gri*N‘ ,.., ,, i Drew ' 'di'311-er.'-' I i'''''' 'INM. co:4870Na 0 ProJect.No. 2001649004 SALES PLC)0FR .- N(DiRTI,...4 ELEvATioN sc.. va" . 1.-0” vARIEs . 7›,........ , 2 92 9 .4 cp SEBASOPOL,CA ofileviesed A .0 vet, 4CrS'S , .44 oF 01.. JUN 0 ,9 2010 • . A _ ---1 0 lEILIECINIUSHOCg DESIGN AND CONSTRUCTION 321 West 84th Avarua,5ulte A p(303)412-2500 Thxtton,CO 80260 P.(303)412-2514 GENERAL NOTES 1. PAINT COLUMNS Pe) UNLESS OTHERWISE NOTED 2. WALLS TO ?RECEIVE RUBBER 5ASE - SEE ROOM FINISH so-EouLE SHEET A4.1 3. SEE FROOM F IN ISH SCHEDULE FOR ADDITIONAL COLOR / FINISHES AND MATERIALS NOT NOTED. SEE SHEET A4.1 (P6) ( ) < > (P6) P6 ( ( )) ( ) - v._ . _ . . ... , . . .. ... . . ,. . . , __ . . _., , . , ... . .. . . - .. \ ii. . IMF ...N.. 111.111111111111: 'um ..... ... .... ..... . ii. . : : aimm 111111111111. - all ■ iiii A A . . .. ,. 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EXTRA 11141TE PI 511/6258 TRICORN SLACK _ Pa 5W1056 RESERVED 1111-111E PS W6232 MISTY SF1 CLEAR ANODIZED ALUMINUM- NO PAINT • Pll 51.111064 PASSIVE TP TOILET PARTITIONS PL PLASTIC LAMINATE FRF' FIBERGLASS REINFORCED PLASTIC PANELS K 7.4) (17) K P:4) K 'F14) ( i 7.4) (P4) < > TV WALL CROSMAR,....... SEE SWEET Fl FOR DIMENSIONS ., ,. .. . „_...._.... ., , . . .,.. \ i ... - , ..: ... : , A A ...ii. T. .T • I I IP III 1111- I 46 A r ■ ! \ r ; T- - . . . . 1 i i i I i . ' , !' • - " i . , : • . ,. .,•• . . , . . 1 , . . . . . .. r'' , . -' . i , . , i : t : i i ; 1 . .. , . : ..• , .. , , i . . 1 . : . , I . • . ; . , , , : . , I- Z :1 ! : 1 , _ _ . . . _ , - . . . i 1 . ' . I , . PLAN CHECK SUBMITTAL 00/1400/10 , , , , 1 i - , . , , . . ., . . ,...... : . . . , = . ' --1- ---1 7 ' 7 : - .._,J_.„I - ' 7 - i ' _ -___.----'- '":.-.„.„... „„ , _„ . .,. > I ,, 1 . . - .1 _ .„_. . . ___. , . . . LI-REVIEW SET 04/0V10 1 --; 7.- ..., cv - \---- ' No. _ RavisIons and Milestones/Submissions Pa te — 1 1 ,.,N I . .. . • . ' I ■ v 1 : l , , , . : , i-----i ..............„ . TIGARD, OR . 1..4 ,,,.,„ ,,,, , , . , . ULTIMATE ELECTRONICS I \,..,, ..,.,, ,,, ,.,-- I , , • , . , i : , „ . I i ' : ,. . , . 10031 CASCADE AVE -,,,z , , 1 . _9 0 k : 1 1 . TIGARD, OR I „-OPEN' -,, I , . , ei \ \ - _ ,,, _-,_ , ■ M ■ N ■=1•1111111111111111••••••• :__ M . la " L ': TV WALL CAR AUDIO ROOM TV WALL FIXTURE, TV WALL GRAPHIC/PANEL SYSTEM IV WALL TV WALL FIXTURE, fi Stantec HALLWAY SEE FIXTURE PLAN SEE FIXTURE PLAN 12 (CE-2A) TYPICAL EXIT FOR LOCATIONS FOR LOCATIONS TYR A5:1) Stantec Architecture Inc. Tel. 707.765.1660 _ SIGN PLACEMENT A5.6 RUIN3ER 13AE 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 www.stontec.com SS Drasine Title INTERIOR ELEVATIONS proiszt,Ho. , - 1;100, 4%), It/1 Dram '', L — - 200164W04 . po,rer .40, Storm No. Scale —2 1& i'dioefic? 00 Drams hie. 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McDowell Blvd. Fax.707. 65.9908 Petaluma, CA U.S.A. 94954 www.stantec.com ___�,�,._,._,.<.,_,,,,,... ..,,__, _..,,°__._-°..._______.. 444,4,-_,-,_�,. ....,_,w,- 1 „�.w..,,_, __ ............._._,.,,_,4,4_,44,,<..,.__,.,. w w _ _M.__,,, ..__°... °.-.. \ \ Drawing. Title.INTEiC ELEVATIONS LAY-IN TILE CEILING WALL A RUBBER BASE HALL B RUBBER BASE RUBBER SASE WALL C LL D RUBBER RUB�3ER BASE _ � --_� '�� Drams Prolsct No. - 2001649004 iir6'` / sew Imo. sc.b_ . / VARIES `` 4 �� &ming No. 1& 2 CG1„C OFF I CE (FN 1 , 452 6_ (SEE FIXTURE SCHEDULE SHEET F3) �� 1/4"4-0" 41,4 0 F qv - JUN 0 2010 111 - L __I---- r ALJ _ ___..___ _ _ 0 ELIECTROHOCE DESIGN AND CONSTRUCTION 321 West 84th Avenue,Suite A p(303)412-2500 Thornton,CO 80260 f.(303)412-2514 GENERAL NOTES I PAINT ALL COLUMNS P6. UNLESS OT4-1ERLUISE NOTED 2. ALL WALLS TO RECEIVE SZUSSER SASE - SEE ROOM FINISH SCHEDULE SHEET A4.1 3. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL COLOR / FINISHES AN MATERIALS NOT NOTED, SEE SHEET A4.I 13 NOT USED 1/4"=11-0" (71 ) ( _171 ) 411 SP fie fi (P1 ) P a ( _I) a 8 A1.5 A1.5 8 A1.5 A1.5 \ \ ' I , V I r , I, ir . .. .. .. .. .. ....-. .. .. .. .. .. ....-. .. . .. .. .. .. ..-. .. .. .. .. ... .. . _ _ ---. . 9 . - - - 9 -44111 .. . . .. . . . . .. . . . -..m111 ,.... . . . .. . . .. .. Ilir., 9 9 - - .. . . .. .. .. .. .. .5 ri _ _ .. . . .. .. .. . . . . . . . . .. .. .. .. .. . .. .. . ri \_....„,k \ I _ `fuu . .. .. .. .. .. . . ..-. .. .. .. .. .. ...._-4)X4-1 4JX4, .4)X4' .... .. .... .. . . . . .. .. .. .. .. .. . 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"°, .,,.\ - ____....T. _:.___:,..___I___.,..._....__L.. 1,-----:.--1 __ . - -_1 \ 1 _...\ . \ \ i‘ SOUND PANELS TRUE513ER 13,45E SOUND PANELS —RUBBER BASE WALL A RUI313ER BASE--I SOUND PANELS WALL C (SOUND PANELS CE-1) WALL 5 (SOUND PANELS CE-1) RUBBER BASE UJALL D (SOUND PANELS CE-1) (50UtsID PANELS a-1) FINISH / MATERIAL LEGEND 14 (SEE FINISH 5CI4EDULE) PROJECTOR/ I-ilia-LEND 4UDIO/VIE)E0 (CE - 1 ) 1/4"a 11-0" PI UI1019 GAUNTLET GREY FRAME P2 61.11,906 CITRUS (7) K7) ( pi) n sux9594 POINSETTIA (7) (P5... ) P4 SUJ6S11 1-IGNORABLE BLUE P5 SW6142 MACADEMIA \ PO; 5U:100(c EXTRA &UTE P1 SUI)25$ TRICORN ELACK PS 5U11056 RESERVED WHITE e suk232 MISTY 2 2 li :..-. , SFI CLEAR ANODIZED ALUMINUM- NO PAINT Ti , -4 iu = ui Pll SW-1064 PASSIVE U '21 0 • „ 1 , , IF TOILET PARTITIONS D. ci , ti ):- b ;_ , . ,\ PL PLASTIC LAMINATE 4 „, - V -1 FRP FIBERGLASS REINFORCED PLASTIC PANELS (i 0 0==. \ , Ea ta , . . _„ . . .... .. . ., , , RUBBER BASE WALL 5 WALL C l-RIEBER BASE RUBBER BASE WALL D WALL A [--RUENSER EASE 11 SALES OFFICE (FN - 1 ) 1/4"=11-0" - - - - PLAN CHECK SUBMITTAL 054I0/10 . • . . LL REview 8E7 04/0V10 No. Revisions and Milestone*/eubmissions Pate TIGAI RD OR ULTIMATE ELECTRONICS 10031 CASCADE AVE TIGARD, OR --.0 StanteC Stantec Architecture Inc. Tel. 707.765.1660 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 www.stantec.com Drawing Title INTERIOR ELEVATIONS .-4:37.4i • '-.,L. Dram Project No 4irejor,or 62001649004 4,r,"' '''v fiiiiii„,"?.t7.)tILM Store No. ilek. vARIES Alf- ' W. I° RSOfn tr.) 4500 11/ 11"4 2929 .i Drawing No. :40 SEBASIOPM,CA 41Revi'd 453 6 i ckSe.„ _Date "r4,1'.OF 0144V JUN 0 B 2010 I 1 I i INPRI lia MULLIONS 6) • SF..1) (7.6 — L 1 6 K -I) K P6) ( - ) (P6 ( ( ) (P6 111) .. A _ - 0 lEll=gCTIRONTOC@ I \ \ v / / / I I,,V / DESIGN AND CONSTRUCTION 321 West 84th Avenue,Sults A p(303)412-2500 Thornton,CO 80260 F.(303)412-2614 I GENERAL NOTES ; ; ; ; ; 1 ; ; 2 2 2 2 , vf -3 I I _ V •■••11111•11.11111•M■i 1441 0 I 1. PAINT COLUMNS P6 UNLESS OTHERWISE NOTED b tu ..141 in -..---) ..! -4 , —I V '6 isi .._, _ ; ; ; ; ; .% ; a 4.- ,ir f-- 1 -1 n 1 2. WALLS TO RECEIVE RUBBER BASE - SEE ROOM Z Z I f % I : % -r i----- .4-1: FINISH SCHEDULE SHEET A4.I. )!.., >, z z .44 -4 >-.1 ).- -J --I .4 •=t 3. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL \ _a ...t. COLOR/FINISHES AND MATERIALS NOT NOTED. \ \ - . \ SEE ROOM FINISH SCHEDULE SWEET 44.1. I i % / / I I / % 1 I I I • _ _______ _ . r"-- ___ \ \ WALL C 1--RUSIBER SASE WALL A TYPICAL EXIT IN WALL B RUSSER SASE WALL D RUSIBER SASE PLACEMENT 13 VESTIBULE <7) K ) Ki.2._ ) (7) (7) (F16) K F.2.... ) (7) ..... ..... ._ .. ____ ___. ._ ._ _ ,.... _ _.... DOOR 4 _ __ ____ _____ _ _ ______ FR,4ME L. L. K _ ) K 71 ) K75) 1 J. ...... \ \ , 1 . I /...,- -4 18 . T b 1131 ____ _____ ___ _ -- \ ... g , ,,- b g, _ _,.______ ____ ____ _., _ _____ _____ — _ _ \ I ).■ __ ________________,._ --- _ _____ ..________ . __ __ ,______ _ 1 III -4 ,, -tt N ‘, N-0 r I ,, ________ _ , \ ,„, ____ ____ _____________ _ ________ ____ - * ______ \ \ \ , \ / W \ \ ,...— ________ \ i .?i \ \ I W ILI __t = \ i 1 v I , r \ / --i - v b 6 WALLA L RUE315ER I3ASE WALL C RUBBER SASE FINI51-1 / MATERIAL LEGEND \ i in F__ u 1 fp . .4 ... \ / ....• k Si 114 —2 Z \ (I -111 ik 1--: In ii < POOR 4 (SEE FINISH SCHEDULE) '1,-ct 116 -z? OREN 1-- *I u. a_ 0... FRAME i- / \ 0 0- (i / \ Z IL -I ( PI ) PI 510019 GAUNTLET GREY I \ "I IL i \ a_ ( - ) P2 5W6906 CITRUS / \ P3 suy95s4 POINSETTIA / \ i N. p4 SW811 140NOR4SLE !BLUE 1 \ _ _ ___ __ __, ____ _ _ ____________ _ _ — — ----- - - —,11\. 1 - i N. \ \ \ / \ \ \ P5 a11614-2 MACADEMIA P6 SW1006 EXTRA UJ-IITE STORAGE RUBBER SASE WALL Es I PI SW6258 TRICORN SLACK WALL A ---1—RUSSER BASE STORAGE „ P8 SW-I05b RESERVED WHITE / ,., _..i ps SW6232 MISTY DOOR/ DOORI / .it?icsi SR CLEAR ANODIZED ALUMINUM- NO PAINT FRAME FRAME // ,,,, (Pip) ( Pt) (7.6) (76) (72) (7) (w_i) W...1) / I ›..... PH 5W-106.4 PASSIVE : \ -4 TP TOILET PARTITICisIS ( - ) ( _ ) \ __I \ -49 PL PLASTIC LAMINATE . ... _ ___ __ _ _ _ s\ FRP FIBERGLASS REINFORCED PLASTIC PANELS ______ , ------ - ------=_----..=__:,-,-- „ _____ _ ___ _ __ ____ _____ __, _ _ _ ___ ___ ___ ______ __________ ____, _ \ __ _ ______ _ _ _____ _ __ _ _____ _._ __ ____ ___ __ _ _____ \ -1- -1- -I- -IL . / WALL 5 RUBBER BASE . , _ _ _____ I K ) __________ ____.____ _ __ ____._ __. _ ____ _ _____ __ ___ --- ,-. t . _ . . T PLAN CHECK SUOMITTAL COMM LL REVIEW 6ET 04/01/10 * \ — --- — , _ _. ___ ______ _ _, ._ , _ , _._ ____ , r_,_ _____________ _ ----- — \ ______44_,_______.4 i —1 " ,1 2 1 No. Revisions and Mileastonoto/Submissions Date 1 i 1 I I r , I W , , 1 i.', I , W 1 1.... .. ..,..,__........,.......__ ______ ILI -§d TIAR , OR - zi ft +, , I a„...t. , , -II V 1 7,1:- _ ___, , , , , \ , w z ..., „4 b Z >1. ULTIMATE ELECTRONICS 10031 CASCADE AVE ----.-}2 ..75 i 1 IL .1 ;I il 1 j , . ---.- -_-.1 4 tg .4 . .) al ID 4 \ ,,, NT--- 1... .... W . E—— — — . s„ , , , 1, 10 fa --, TIGARD, OR Z --=al 9 1 ----- -- ---i --t------ 1 1 , -3,-------- 1 _ .. - --------, \ ,, li .....„; 1-0 Fi [If fi \ C) \ . 0 '. ik .1...' .4 ti Ea z a_ Ili t, i 1 1 ,,,. i i 1 ,........,___-Z.-i ;' ,i I [ _L . \ \ 4 ii- L____ I L.„,,,, ___ _I. L „,.__ ,___, .4 L ri Stantec ..4 ii .,_ ) , Stantec Architecture Inc. Tel. 707.765.1660 a- I 1 H I i ao. / , -11 / , -4 a_ ' L , !„.„--- „,L.:, - " -- -, , _--,_ , 1137 N. McDowell Blvd. Fax 707.765.9908 r ----1__ __ I ,-,/ / . I I '1 . , /*/ _ _ / . , 1/------- li-j RUBBER BASE-\ WALL D Petaluma, CA U.S.A. 94954 www.stantec.com ______ _____ ...,_ _____ ..,... _____ \ \ , . I . \__ / -- ' ./ \ Draskg Title NTEFRIOIR ELEVATIONS WALL C RUSSER SASE 0, I RUI5E3ER SASE WAL D . .. i . .4„ Dram Project Ma 140.- oir " 200-164W4 IIIIP/ # 00,4 ULM 8w.No. Scale VARIES 1 16 .4. del; • . 0 , JOHNSON ( -) 4. 040 ....4 Drams NO. INSTALL 1:54,4VT" LOUNGE 0 0 Ravtemod 45 4 6 ,2: I ' CA 1/4".1'-0" 1/4".1'-0" tit i _ ir- CZN Date . ' & 0 p 01 qr in 0 9 2010 uL ....1 m AL ....1 --1 0 IELJECTOK1OCZ DESIGN AND CONSTRUCTION 321 West 54th Avenue,Suite A p(303)412-2500 Thornton,CO 8 0 2 6 0 f.(303)412-2514 "OMNI MOUNT" DISPLAY,CE-10 (GEE GENERAL NOTES FIXTURE SCHEDULE SHEET F-3) 1 " E E 4-0 4Ty1-1.0" , 41-0" / 1. SEE ULTE DESIGN MANUAL FOR FIXTURE DETAILS / TYR TYP. NOT $1401.114 HERE INSTALL ELECTRICAL OUTLETS - SEE ELECTRICAL DETAILS SHEET FOR OUTLET LOCATIONS 4, \ ill 11 lil 1i1 ;;I 1 ;1! / ill SHELVES,ULTE DESIGN MANUAL FOR 111 1 Hi il FINISHES,SIZES AND HEIGHTS ili 1 ::1 11 1; ., •1 1 1!I 1: 1: 11 6' $I-ELF UPRIGHTS /STANDARDS i 111 11 TIP,SEE DETAIL 2/A51 FOR 1 1• ,11 ii, 111 ,,, , "--At 411 13LOCKI1,4 i- 1 itl ill- i; Iii 11 i ,11 1 1:1 111 11. i 1, il: Co iii 111 i 1- 11 111 iii .. i ... :11 .1 , di lit 1 ili k 11 ii i 111 iii 41 1;1 Id id 1,1 i l 1 iil to iil lil , 11 1 ,i1,. pi 111 Id I It! \-- 'A § 0 0 e:. \ \ 40'-0" 4 SEE PLAN FOR ADDITIONAL SHELVING ELEVATION VIEW NOTE: , mr) SHELF UPRIGHTS /STANDARDS CENTER FIXTURE/DISPLAY'al WALL UNLESS OTHERWISE NOTED N PLAN (WIDTH) - TYR SEE FIXTURE SCHEDULE SHEET F3 SEE ELECTRICAL DETAILS SHEET FOR OUTLET LOCATIONS — 6 — T.V. MOUNT ID !SPLAY (CE - 3A AND CE - 10) _ 1,21. a 11_01i FINI54 / MATERIAL LEGEND (SEE FINISH SCHEDULE) CROSS BRACING CABLE WIN TURNBUCKLE PI 5111101e GAUNTLET GREY F2 Stli6e06 CITRUS MIN.(3)GATE HINGES,EQUALLY SPACED P3 SW6594 POINSETTIA P4 TV — g T MEDIUM SW6S11 HONORABLE BLUE - E 4 S 41-0" 41-0" 5 _. 2 3/8" DIA SCI-EDULE 40 POST FS SW6142 MACADEMIA / / / / IFIr lir Pr 110r ■ ■ II 1r IV 1 11. 1., 1.- 1.- ... 1. Iv 1. Fes SW1006 EXTRA WHITE TYP. TYR 1TP. P1 SW625S TRICORN BLACK STALL ELECTRICAL OUTLETS - SEE ELECTRICAL DETAILS SHEET FOR 440 vrvrvvr 5/6" DIA.x5" SIMPSON WEDGE-ALL WIN 3" FS SW1056 RESERVED WHITE , MIN EMBEDMENT INTO CONCRETE (4 Pe 5W6232 MISTY OUTLET LOCATIONS 11 U PLACES).CUT ANCHOR BOLTS FLUSH WITH w , i SR CLEAR ANODIZED ALUMINUM- NO PAINT \ TV WALL CROS6 BAR NUT.COVER NUTS WITH VINYL CAP. Pll SW1064 PASSIVE 1 11 i (VERTICAL DIVIDER SAR) , ' TP TOILET PARTITIONS 1: 11 INSTALL ELECTRICAL OUTLETS - SEE , . PL PLAST IC LAM INATE i 1 i ELECTRICAL DETAILS SHEET FOR OUTLET 1 i r———— - ———1 i I l' LOCATIONS ' , f 511 511 A FRP FIBERGLASS REINFORCED PLASTIC PANELS 1.i I 1 11 . 0 (----i-Li______---10"X10"X1/2" SQ PLATE, 1, 1 6' SHELF IGHTS /STANDARDS - A.. .A. A. A ,i I 11 / . I GALVANIZED FINISH IL, 1 i 1 4....ii; I I I ! ri-P,SEE DETAIL 2/A51 FOR 1 1?- I -1 .• ___ BLOCKING OMNI M ————-, 6 I L III (I) — I/b" DIA 140LE i 1 11! NV 11 6 'ill A, i ,I ' o 11 L.---- --------- --- ---J 1 . . 11 -A I -igi (TYP) 'io 1 11 , „ ":' LI litlil TIGARD, OR 41,.. .111 ■ I' 11 NOTE VERIFY THAT CONCRETE 15 SOUND FOR ANCHORS WITH Mk 3" I i __--r. I . , , . EMBEDMENT.CCNTRACTOR TO NOTIFY OUk4ER IF OTHERWISE. - - GALVANIZED METAL FINISH - - ■ , PI-AN CI-IECK SUOMITTAL OS A0/10 , 1 , L.L.REVIEW BET 04101/10 EL A ,.. .... ... .... A, ..... 41,. ■ J. .A. 411. A, 411. Ab. .A.API" No. Revisions and Milestones/SubmIseions Pate 401-0" 4 , ELEVATION VIEW NOTE: STANDARD GATE LATCH, ULTIMATE ELECTRONICS CENTER FIXTURE/DISPLAY • UNLESS LOCK BY ULTE 10031 CASCADE AVE OTHERWISE TIGAR , OR RWISE NOTED IN PLAN (WI* WI-EN F1><TURE IS ON A GONDOLA 611.-; ' 4 SHELF UPRIGI4TS/STANDARDS,SEE F ELEVATION VIEW 134SEPL4TE DETAIL -..0 StanteC LOCATION Stantec Architecture Inc. Tel. 707.765.1660 SEE F3 FIXTURE SCHEDULE 1137 N. McDowell Blvd. Fax.707.765.9908 SEE ELECTRICAL DETAILS SHEETS FOR Petaluma, CA U.S.A. 94954 www.stantec.com OUTLET LOCATIONS Praising Title INTERIOR ELEVATIONS Drams MAI**No. - 2001649004 iell!" f -7 4.;‘.A ....01." - iCt° TELL Stare No. scale - Or' VARIES No. i 2. v2 ...0., 12 LuALL (CE - 13) SECURITY GATE AND IBASEPLATE CONNECTION DETAILS giv tad 2929 I-4 A ,B ....1 I 111-0" _0141 SEBASTOPOL CA SO-.2i 1-040, 4,6, cb,:. Pito ig. jut 0 9 2010 — L J ---v-- 0 L J —1— ——\11-- 0 ELLE64IRCYNOC@ DESIGN AND CONSTRUCTION 321 Uksst 84th Avenue,Suite A p(303)412-2500 Thornton,CO 80260 P.(303)412-2514 INSTALL ELECTRICAL OUTLETS - ELECTRICAL DETAILS SHEET FOR E GENERAL NOTES OUTLET LOCATIONS 4' SHELF UPRIGHTS /STANDARDS TYP, 1.SEE ULTE DESIGN MANUAL FOR FIXTURE DETAILS NOT EQ 4'-0" 5 EQ SEE DETAIL 2/A5.1 FOR CLOCKING SHOUII HERE L 41-0" L 41-0" L / / / / / TYP. / TYP. / TV MOUNT - TYP. INSTALL ELECTRICAL OUTLETS - MEDIUM SIZE SEE ELECTRICAL DETAILS SHEET IN-WALL SPEAKER FIXTURE FOR OUTLET LOCATIONS _..__.»_._._. _. _—._________._; _ __m.__.__,__ _,_.. , ---,/ i TV WALL CROSSBAR(VERTICAL <E TV WALL CROSSBAR(VERTICAL \ ;, t„ DIVIDER CAR) - MEDIUM SIZE ? ;: _ DI ZE VI A M IUM 51 < _£ ! {ii TV MOUNT - TY > 4 SHELF,SEE UL TE DESIGN MANUAL NU A L 3i_ ! it FOR FINISHES,SIZES AND HEIGHTS° I MEDIUM SIZE II il i T I SHELVES,SEE ULTE DESIGN MANUAL ;_ T .; ` I II; I I LI I I 1 FOR FINISHES,SIZES AND HEIGHTS ? `` I I ' /;1'' I 1 „ I 6' SHELF UPRIGHTS/STANDARDS TYP 5 I I { \ li 1 I SEE DETAIL 2/A5.1 FOR CLOCKING '`, 1 I , i 3 ! ill w Sj m \ ,:r i III I lill CO i I IXTU SPEAKER R SERF RE ' . .. , /III PI '1, _tl t tea - __ _..._....._.._..___.___.._..._....._ ,n ivw..__...,.___ . ....__..,...... . ...._ ,/At /All 01/41.0 ��y \ \ ESL/ K/ _... :. :::'.: ":.:. .._ .N T ::' ":. ......:.......... =:."_.:._:_.._:.:.«... :. ..._ .,. .._:` M ....: ":.. \ ESL/ 0 ELV4T1ON VIEW NOTE: ELEVATION VIEW ATTACH FIXTURE TO WALL,SCREW NOTE: TI-RU WALL CLEAT GUILT INTO THE CENTER FIXTURE/DISPLAY ON WALL UNLESS CENTER FIXTURE/DISPLAY ON WALL UNLESS FIXTURE OTHERWISE NOTED IN PLAN (WIDTH) - TIP. OTHERWISE NOTED IN PLAN(WIDTH) - TYP. SEE FIXTURE SCHEDULE SHEET F3 . , ,SEE FIXTURE SCHEDULE SHEET F3 SEE ELECTRICAL DETAILS SHEET FOR SEE ELECTRICAL DETAILS SHEET FOR OUTLET LOCATIONS OUTLET LOCATIONS 14 II 1 0 MIX AND M4TCk = SCUN ,41R ID 1SPL4Y ( MIX AN I� M4TCI-I� - SPEAKER DISPLAY (CE - 4 ) 1/2 .1-0 /� 1/L"-1'-011 FINISI-4 / MATERIAL LEGEND (SEE FINISH SCHEDULE) CE-2E-A 4. 4'-0" / 4'-0" 12" INCREMENTS TO 1114"MAX,SEE SHEET Fl TV WALL CROSSBAR(VERTICAL 11 PI SUJT019 GAUNTLET GREY TYP. TYP. DIVIDER BAR)OVER OPENING - tYP STANDARDS, NSTALL CLOCKING P2 SW6906 CITRUS INSTALL ELECTRICAL OUTLETS - SEE PER DETAIL 2/A5.t P3 SW6S94 POINSETTIA FLAT PANEL TV ELECTRICAL DETAILS SHEET FOR OUTLET SHELVES,SEE ULTE P4 SUJ6811 HONORABLE BLUE - (1--- MOUNTS(LOCATION LOCATIONS DESIGN MANUAL FOR P5 SUJ6142 MACADEMIA FOR REI RENCE FINISHES,SIZES AND P6 61111006 EXTRA UJNITE II II I ONLY) I I HEIGHTS — P'1 5U 25a TRICORN SLACK I =Q P8 L611;1°23562 RESERVED WHITE -' CE-2E-5 P9 MISTY it 4'_0" 41_0" t 41_01) ALUMINUM- NO PAINT SFl CLEAR ANODIZED A TYP. T`PP: TYP: '� _ - i MOUNTING BRACKET _. - ° - - 3 ° - Pi) SUJ1064 PASSIVE 4'X4' 1/2"MDF WRAPPED WITH I ' I I 'y` j ,C F ° TP TOILET PARTITIONS CLACK FELT I _ i M# r— I r , H � \q I I I PL PLASTIC LAMINATE SHELVES,SEE ULTE DESIGN MANUAL _ I i - - - _ _ _ _ - FRP FIBERGLASS REINFORCED PLASTIC PANELS FOR FINISHES,SIZES AND HEIGHTS 6' SHELF UPRIGNtS /STANDARDS TYP, i _«____.,_ _ . _ IW:r::F;v EXIT SIGN _, / I,sd e� z# 'BRACKET i 11 I , t {{ I 3i . 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Tel. 707.765.1660 ELEVATION V I E UJ NOTE: ELEV4TION V I E UJ 1137 N. McDowell Blvd. Fax.707.765.9908 CENTER FIXTURE/DISPLAY ON WALL UNLESS ELEVATION V I E UJ SE C T I(2N VIEW UPPER SHELF Petaluma, CA U.S.A. 94954 www.stantec.com OTHERWISE NOTED IN PLAN(WIDTH) - TYP. SEE FIXTURE SCHEDULE SHEET F3 PROVIDE ADEQUATE CRACINIG/BLOCKING AT REAR WALL PRIOR TO Drawing Tide FIXTURE INSTALLATION. INSTALL ALL VERTICAL EXTRUSIONS,SASES, INTERIOR ELEVATIONS MOUNTING BRACKETS AND SHELVING.SEE FIXTURE SCHEDULE,SHEET F3 SEE ELECTRICAL DETAILS SHEET FOR Drains Rro.c No. OUTLET LOCATIONS ' ► , i - 2001649004 r,- ." LIVE Store No. scale VARIES 16 12 iv.., --:- =, 400 Dr 4,- w 4. -iR i „ MIX AND MATC =4 = OUTCCIR SFEAK R ID ISFLA ( TV WALL ELEVATION/SECTION (C - 24) ,. 4 .6 1/2 -1-0 1/2"=1'-0" • > ik 464. Op 014.4s t40P 2610 u - L J- - - L 1 , , I A ........ ...... SLATWALL _ —I_ _______ _ 0 [ELECTRONIC@ I.LAMINATE EXPOSED END'S / 1.GAS - TURN AND MOUNT HORIZONTALLY OVER 1 CUT LAMINATE DESIGN AND CONSTRUCTION WORK TABLE TO FIT SLAT SLATUJALL,SEE FIXTURE WALL NOTCH, 321 West 54th Avenue,Suite A Thornton,CO 80260 p(303)412-2500 F.(303)412-2514 4Ei") \ SCHEDULE SHEET F3 <111) N.. . , \ SL IDE INTO EACH SLOT IL- — ...\\ ilaik Alk so cv b , it'l :_._ . AT CMU/CONCRETE WALL USE CONCRETE TAPS TO INSTALL FIXTURE GENERAL NOTES 1. SEE ULTE DESIGN MANUAL FOR FIXTURE I , I ..... l ----- — --- DETAILS NOT SI4OWN I4ERE I '- ' I 0---S-- NOTE: Al 460" HIGH OFFICE WALLS a MOUNT 5I-IELF UPRIGHTS/ 7.,‘ \-5LOCKING STANDARDS AT +8" AND REMOVE 4. 41-0" 4' TOP SHELF X 1 )1/ I I . 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IET—if ...o,,,,,„ I , .,.., --------", ---, C,4 NI 11-- ,,, it 1 CENTER FIXTURE/DISPLAY ON WALL UNLESS li ,,, ,...._ L I r , OTHERWISE NOTED IN PLAN - TYP. . - at tu W FN-3 /1/ 41-0" /I/ SEE FIXTURE SCHEDULE SHEET F3 51 SHELF UPRIGHTS I STAND RDS - TYP, SEE DETAIL 1/A5.1 FOR BL ING .. at 4-- ) W 11 ci) I FN-3 § "..? 1 co 1:FE 6' UPRIGHTS I ut I-- 4' UPRIGHTS / 1 tu 1.-- , I = iM ■— . I I \ STANDARDS 9i t STANDARDS Ik- al I -\ ' — •4t a _____ --. 4 4010" _.....J 4 ......." , ,iiii, 401.0.. __di ,si, 40,_0,. \ \ ,i, 40...0.. ,...1 . .. \ ,,,,, .... ELEvATION VIEUJ SECTION VIEUJ GIRIDWALL GFRIDWALL SLATWALL SLATWALL ------:=EVATIC)\ VIES ELEVATION VIEUJ SECTION VIEUJ ELEVATION VIELL SECTION VIEUJ . , 14 & TYP. SLATWALL/GRIDLUALL ELEvATIO\ISECTION 2 OFFICE ELEVATION/SECTION (FN-1 AND FN-3) STANDARE) 15LOCKING 112114_0u 3/4 :I'-Ø (15L -30 C4-2 AND 04-a) FINISI-t / MATERIAL LEGEND (SEE FINISH SCI-IEDULE) PI SW-1019 GAUNTLET GREY P2 SW6906 CITRUS P3 6UJ65S4 PO INSETTI,4 P4 SUJ6811 1•10NORA5LE I3LUE P5 SUJ6142 MACADEMIA TV MOUNT - TYP. MEDIUM SIZE P6 SW1006 EXTRA uJI-IITE E 41 41 0" E 4'-0" c P1 SW625a TRICORN BLACK / / Ty-1!" / / TYP- . 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VARIES _ 1 6 12 a '7".*'—'4.-7 4500 7,,...9 No. 1 Tv SERvICES ON WALL (CE-12) GAME FIXTURE (GM- IC) SACK COUNTER 51-4ELvING (CW-4) P . -4 3: . t -I, a .111 telli '... . 511r4viejjed . 46.=I 1/1".11-0" 3/4".11-0" 3/4"=1'-0" tr-„41,, V ■ft C4..1750ate .. ik 4 OF 0'0' JUN 0 (-3 2010 L J- L J G 3'_m" :21-0" CI) 3'-0" 1.0 D C B T 31'-Olt T.O. (N) ACC NTWA P4 _ alit 1.1 LL © 111 -• -- - A o 2$'_Oit 0 c LEc�Troaoc�� i6 P2 T.O. (N) ACCENT WALL All <2> K< "> Pll Ad, Pn A <2> P4 . Pii 1 P11 P4 Pll A 0 'd` 1.19 ,4 ,4 B 0 (P4) 2� -O Suite A . 1 .'-.• - . ••: ,." . .-. ;.. • ' R • T.O. (N) SCREEN WALL Thornton, 80260 p(303)412-7514 � 3 t venue V _ .. . . L J �' T , d I _.O. PARAPET € s .: r• 1 it . � � �: ;. PII 24 GENERAL NOTES ..' - i F. - T.O. PARAPET } r t �• ' , l _ __�.._�. , • __.. .. --�: _-_- - �� _f _� § . . (€'� . .' - - • • - .. . - . . � . � 1. 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Z'-6u 1 8'-0" I 22'-0" 8'-0" 7'-6" d EQ. EQ. 1'-6" EQ. �,. GLASS STOREFRONT CENTERS I.15 (N)COMPACTOR DOOR SEE DOOR SCHEDULE ON COLUMNS BEYOND 1.16 (N)MECH UNITS SCREEN WALL PER DETAIL ib/A1.S 1 1.17 REPAIR(E) EXTERIOR WALLS AS NEEDED. It ' ttST �- � T �ON 3/3? -1-0 1.18 (E)STORE FRONT TO 5E REMOVED. ©� 1.19 (N)3" WIDE REVEAL. T ® 0 D A B A G MATERIAL LEGEND lb 8 1.16 P11 13 A�8 Aa (EJB E.1.R lb 12 A L0 A E(FS (TEXTURE TO MATCH EXISTING) lEJB : -. 1.1 1.3_......_.,._ _. } _...___....._..._._rW__.... _��...�..._.�._�._ .�..��._..�._.w__..�.�..�_._.._ ._._ _.._.... .. ..... . ._ wMa .._.. �, SWEET lieu t..,,...:rr.:...:.... ..:............._.. .... B GALVANIZED SH M AL 24 O 1.11 ■ 241-000 C ACM PANELS ' 3 1.13 T.O. PARAPET l J -- , A_.. • • t J: T.O. PARAPET • ' I ' ' FINiSI4 / MATERIAL LEGEND • •• - (SEE FINISH SCHEDULE)• • T.O. CANOPY Pll - r 'r{ ,1L1 C-1 0/C■' i�! I C 6 ..c _ ,_ . `.. rnt 4.KM• ,�iltle o •vIEa P1 SUJ 1019 GAUNTLET GREY 10'-0" 4-. tt:. ... ' . ' 10'-0" P2 SW6906 CITRUS B.O. CANOPY T.O. (N) OPENING 594 POINSETTIA 1.12 : P3 SW6 PO SE _-� [---,_ -__,I .. P4 SU16811 HONORABLE BLUE Nom 4P5 SUJ6142 MACADEMIA 01-0" e, ..:... .-. / ,� - r - _ Pe. SU11006 EXTRA 1.11-11TE . 58 SLACK F.F. �." r • � � tl, P�t SU16? TRICORN BLA ._.M__ 1.1't PS SW1056 RESERVED WHITE GlkAi5r P11 P11 P11 15 Pll - _ P9 SW6232 MISTY 1.11 I -.. APPROXIMATE o n TYP. SLOPE: 4.4% P• SR CLEAR ANODIZED ALUMINUM- NO PAINT P11 5W1064 PASSIVE TP TOILET PARTITIONS 1S PL� PLASTIC LAMINATE SOUT -4 EL E VAT I O N FRP FIBERGLASS REINFORCED PLASTIC PANELS 352:I'-0" 16 A6 P4 GLAZING CALCULATIONS: PINDIVIDUAL 0 3 A -PII PII EX 15T iNG: B P11 P4 ) 1.16 1.� Le' _ _ II _ : . _ (4)BAY WINDOWS a 90 5F 380 SF I.0 P4 A P4 lb -',_ ``' ' ;r:., _ .;•;,:'. .. 1.16 Q Aa 0 _ _ ' 11 :f: '''`''°' .�, �' ::` :'' ll) CORNER ENTRY 200 SF. 200 SF PLAN cl- cK SUOMITrAL ,asn0� �E :-•: ;, ;., r~. :•r` fA.�.= .Y' .». Y- (F)8 a i EvIEW SET 04101Aa 1.15 - .' ,� ... ..~_,... .r' ';�:� ' �•• : :,':' --.1:•-• TOTAL EXISTING 580 SF t It 11( \ rr ,..��-� ';�,: .- ''f-i ... No. vislona and Mlisattmsa, iA mtsetone Oats T.O. PARAPET �. I �„ PROPOSED: TIG4 , OR .:. • • . : (2) ENTRY ELEMENTS S 290 SF. 580 SF ULTIMATE ELECTRONICS If 10031 CASCADE AVE•• 15'-0" ELLCTRONIC �t A LIA•NCES• • • • • '•• TOTAL PROPOSED 580 SF , .. . .•. T I Cs OR • .0. C• OPY . MIMI Win. it. Ai II I 10._." am lina ii 1 ,. tiotilittilifilitintititiliillisionlintir Aii.- .••- *- -- - .-,: - -- -.0 StanteC f ilinilliffi .: • • - . ... B.O. C NOPY • - hit Inc. Tel. 707.765.1660 tantec Arc ecture} 1137 N. McDowell Blvd. Fax.707.765.9908 •, " Petaluma. CA U.S.A. 94954 wwwstantec.com•6 0'_0" , i s�1 .1EIL. -tiiiii.:.i.-.....::::.::: :.,:-..-.--:--:--......• _ F.F. __ NOTE- Drawing Title t 't IF EXTERIOR -4 -O ." ULTE SUB CONTRACTOR To SUPPLY AND ELEVATIONS - (GRADE z j I 1n l INSTALL. MONUMENT/ PYLON SIGNS GC. . , ,� j' �, Crawls Project No. Pit TO INSTALL CIRCUITS . - 2001649004 �''` (E) LOADINGS RAMP TYP rsiv „ / TE store No. scale • I AS $WOUt1 1& '' 4'✓-00 . ,if )4.}''' Drawing No ir A& 6 WEST ELEVATION , • : i4•, _ S -1.04• 'C;54 3/32".11-0" V. #.8 oF 01, Yea•', 1 ' 1 iS ' 0 c.' 2010 , 1,.. „1; 5..i, f 3-'2)/11 st II L J--v-- 1..... _I 1 5 ,.. .... \.A._ 1-11 , „ , 1 ittt• :.: .... 1 12 -•-•-•-•-•-•-•,•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•...,-,-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-• -I 0 ELECTRONOCE \ "-- - ltfr,wt'Ir-Iptrrmrx.Yttivtlftt-----,itg)-:2::':tlIlz: i!f;,,4:,s-,„zu-ifzm--mTm,vmmrfn ._-_,===..„ II it - - _ . , • III . , i -- DESIGN AND CONSTRUCTION • 11 nrImig :-.); 30" X 48" .•'' •. . " ....4 ,,, ' - 44 FIXTURE •4 * i ' ' 321 West 84th Avenue,Suite A p(303)412-2500 11 IP R IP Pi it --- --1 ii CLEAR SPACE •: - * ' , . , i li Thornton,CO 80260 f.(303)412-2514 •"1- .., /-I I \ I al (TYP) Li; ,40.11 .4 . 44 ••••4 i-,-- --a • / \ I 95 ::i• ' GENERAL NOTES , i , , = L I \l 'iy, s)* .y 9= i„„, .__ 9 ,„ ,, 1 - __ _ k ......._ _. , „, / 7,,,g dx ,-I -- b , I \ / Vi. 'or m1,1 1 = 1. SEE 44J FOR RESTROOM ACCESSORY 511" 1 310" 310" nti nol ' ' LEGEND AND 'ACCESSORY MOUNTING Ai A, ,.. - tet N'll •-. 1 g , _ '__,..._,_ _ HE I GHTS. LuomENtis p 5 ink :• ,,:t 51-0" TUR■41NG % C 4, 0 :ti.*; k. 1 12 .., --- -- 1 (Pl...2) 2. BACK-UP SUPPORT MATERIAL TO MATC1-1 RADIUS(TYP) ; \ K........ , .••••••••• ,. ,.... WALL STUD MATERIAL. SEE DETAIL 12/A-1.6.. •• ' ; .."'""^...■,_.....,....,..s.. 0 i , „ $: ! ,I" ' ' ' -. ill \ '`"`"'Z'1'4 A'''''lar"tri"*C''..f-F'.':'11 ZP'AV•gn*PV1Rti1Vit '''-Ift':'":,-r,w, f:';,'I6,i:i''i;t: \ \C :::: r_ _ . -,, ;- - - -- 3. ALL NON-PLYWOOD, BACK-UP s'l .... ... , i - - ,, , os, ,..,.1 .... KITG44EN*- l 3 SUPPORTS SHALL BE CUT BETWEEN STUDS .... , ,- 41310% G „, ,... , :4 i - ,, ft 50 T1-1AT FACE OF SUPPORT IS FLUSH WITH , Ila-2" 61-1" . , '7 v 5531) ' '.1 G -, 1 es •1 1,4 --4 I 12 ::: , •• , $: . . ..' !--- -- -- u.t 1 u FACE OF STUD. DO NOT NOTCH STUDS FOR BACK-UP SUPPORTS. - ••• , • F-- , 1 4 7? -. A 'illjk GJANITOR'S ,... 41, f-XTA-1.0)A \ . i-- •• i > Sii 1.:1"“ ' 12 ; " •:. ' ' , , I * CLOSET ,, If& in :+:..x.x.x.; -, p D- - 13 \ ••• , , . , , CNI KEY NOTES 1.1 0 _ -.si . 0 __ - .• I ....„ ri FIFE -- %V' - --- --Li.-- •- -- -i ,. .... ,„„ 5.-in 't 31.0.1 al it.01,_ _I :4. ....: .. • _ ::::1 A '".`' C 1!r I ,_ , „., ,, ,,,,,, , _ , 1.0 INSTALL CABINETS, SEE FIXTURE II Ail 1 , so-aDuLE SHEET F3 zt4,14',,IA t.'44?A-' I q \ *III ' i ; v 1, 1 : IJ INSTALL COUNTERTOP, SEE FIXTURE \ Mit. ,,,,,,' q iit--1::: , 3 SCHEDULE SHEET F3 - .2.t--zr-*-----?,11,AT trp:f \ "4.f. A 1 Pie3 114 A ;A 35 :i: , 12 INSTALL. CONTINUOUS ei" METAL STUD 1:1 I S? k: SACKING AT 43'-0" AND AT +3'-0", . :*:4': ," ,.. , . •4 .. SPAN LENGTH OF WALL --r - 1 , ---. 1 -N , -4' ,• •• .• .., •4 , ...4 , ■• , --.- .--......-4,- ' 1 _.........XPL.3) \ y.,--4 ••. .• , •• •• •• s 4 1 ;.i. 1 CO •• • V - •• , •• . t : , 1 -4 f--- Aril -1 ro =1- 4, 5.te D 'IN A, ,.. •• io l I i ,„ ,e Nor .:: I \ AI , IN Ille :t:555555.tw.t:555555555555.t;t:5twt:t:555555t:59555t,t:! ..._„.. .. 11 4 ' ■ 1- --1 , •Z ....-1.4 51-011 TUFNING %`- MN' ,',''''‘,4'If 11• / .....:\/ _ 4 -.... ,..... Am .4, NOTE: 1 i RADIUS(TYP) '-' ALL FIXTURES,FLOORING,WALL PANELS, a.. 4q PARTITIONS,ETC.TO REMAIN.PANT ONLY,ALL I 12 144 ---______________ \ T'f. _........e• t, .'vl, ;viv't-..±t,tr= ir-4W-r-fgf4114MirtUlt 1M4,,Wirti 7?- .'''''''''''': '''.'-'4NIT` \ \ WALLS ANC) CEILING COLOR P-5 MACADAMIA 121-11" 51-1" 31-0" 1 . 4., 30" X 48" FIXTURE 214" IC6" :.;4 CLEAR SPACE ■ I , 4` A errp) NORTH NORTH 7/ I 18I-4" ,Ifri 4<,. 14 RESTIROC)1415 - NLAIRGED FLOOR FLAN KITC1-4EN - ENLARGE1D FLOOR FLAN (AF- 1 ) 1/4" . ii-0" 1/4" = 1'-0" AGM P-1 Ada alk Ala (P5) (P-1) w w Milr WY Milr (T5) it (PH) (T3) (P11) (s) K T3) P-1) KPII) (T5) (TP) (T3) - pMEANti 0;1.0CirS (T3) (T5) (p11) 'TRAP F'RIMER 11 .., , \ , .., , , \ , \ , , \\\\ al \\ /./ / \■./ . ■ I [/. / /I ) _ v // \ / OPEN \) FINISH / MATERIAL LEGEND \ TA.5.0 / / / / 31-6" 2" TA50) A \ -I pa 21-6" ,/ , // it Mk ' 1 / \ g 8 / =\ / (SEE FINI51-1 SCHEDULE) / / 1 / \ I \\ \ . ' 4. / / / \ 1 \ _ _t / MI I (/ (/ -C E \ (/ \ LI =, // , \ \ b 4S 11 . , 9... \\ \ N., \ •./ - a: C 't \ / \ \\ P1 surive GAUNTLET GIREY / / \ el I \ \ \ 0 9 4 . \\\\\ '6 . us CI cl _ A `-ir / ' \ s9-. - ' ------ / \ P2 SUY9906 CITRUS P3 Sliro 594 F'OINSETTIA I \ 7- -- -,A I \- rli ....... ........... ,-. . . .. \r= -' 71) iilin crt \ \ A 5 , C r) P4 SW6811 HONORABLE SLUE p5 811/6142 mAcApEmIA TA8.0 TA1.0 TA1.0) TAI.0 TA10.0 TA3.0) (145.0)- TA1.0 P6 61111006 EXTRA WHITE 4 I Ab.0) 5 C ID 1 ALCOVE ELEVATIONS Pi SUA258 TRICORN SLACK P8 SUJ1056 RESERVED WHITE 1/4" = 11-0" P9 5W6232 MISTY SFI CLEAR ANODIZED ALUMINUM- NO PAINT K P5) KffgF) (FS) KFIRP) P11 61.111064 PASSIVE 1p TOILET PARTITIONS EE A4.1FOR RESTROOM ACCESSORY LEGEND AND ACCESSORY MOUNTING WEIGHTS. PL PLASTIC LAMINATE FRP FIBERGLASS REINFORCED PLASTIC PANELS 15 WOMEN 'S FRESTROOMS ELEVATIONS 1/4" : l'-0" (13) (PH) (Ito) (s) -METAL ACCESS (i5) (r3) (P11) PANEL FOR (13) (ir) (r11\ Alai,AM, /P-1) 00 (13)(15) .,./ \/ - 01 ..$ / IIIIIrllIlr \ ;t It TRAP PRIMER _ (TYP. th \., > A 5 on) \\ 21-0" / v 39"-41" / / v •., 05/10/10 N, -Iv N., v---- \ (,-1) iii FRP (FRP) K P5) 04/0VI0 i 7 31_60 )2n/ TA5.0) 11-6." / / / / \ 1 i W. i ks 1 PLANcl.l7.217V:IES:3MSETITTAL No. 'Revisions and Milestones Aubeleeions Gete -r.ft / it MN. ' / 1 .J \ 11 .\ * -\ ,,,,a/ 21-6" TA5.0 / // (/ -CZ- \ \\\ ) Ni . TIGARD OR ULTIMATE ELECTRONICS wiz N., ki t .., ¢ rn al --- c _*- kt. (TAS.0>-- .] \ ■ •./ / / I ----1 \./ r r v v 10031 CASCADE AVE TIGARD, OR L-I I \ , / - *74t i 6) .cx.:='.....\\ ...."---.." / u •.// *---- 711 rn Si ? fi ., . i _____ . A._ tri / - / \ \\ / StilliteC A10.0 TA3.0 TA8.0 TA1.0 TALC TAI.0 TA4.0) 11 (TA4.0) il Stantec Architecture Inc. Tel 707.765.1660 ■ (TA6.0 \ \ ‘./ \i 1137 N. McDowell Blvd. Fax.707.765.9908 A C D \ . \ Petaluma, CA U.S.A. 94954 www.stantec.com Drawing Title fl \. \ ----- i \ INTERIOR !DETAILS '-MOP SINK \--MOP SINK kr witri 4. • in Project No. , il ›,- 4111Pr - 2001649004 SEE A4.1 FOR RESTROOM ACCESSORY LEGEND AND ACCESSORY MOUNTING HEIGHTS. C D 4W ULTE Store No. Scale .....4.-' ,.„ ,AS SWAIN 2- - Vri 4500 prawine No. & a WOMEN 'S RESTROOMS ELEVATIONS JANITOR CLOSET ELEVATIONS 0 ,2 41.1= l'-0 1/4" l'-0" to : • 6 CA ,,,, ,,Datis , . . rh i5 f'c Of Ote'53- Yll 0 '3 21i10 E .,1----- 0 . % - Mil I/4" TEMPERED iv /'' ...................N.:_: 11, 111 --1 VL A J < , sAl: 4 MERTO SHUTTER ' / 4 ieg (14) TS COLUMN , .;' "' (E) T I LT-UP WALL 6LAZ I NG 5 118" 5 118" 0 ELECTRONIC@ cf. 1 V AND BEAM SEE 7 / HOOD. 4 1/8" DESIGN AND CONSTRUCTION STRUCTURAL . 4 ..". 4 \ 1111111.1111 A, ,' .,„,' r '.# ' Tj 4, ° k, DRAIII Me PRI P r:DGE AT HEAD / V\7,,, ,,-- TSyE F,E:I-OOR PL AN, SHEET Al FOR WALL ' ' _.4.-- 4 4 X :' (FOR EXTERI OR E-7---r-I ....,..... / / ...,----------k 321 Went 84th Avenue,Suite A p(303)412-2500 , RE-M(E) AALLAIN T° Thornton,CO 80260 r.(303)412-2514 (E) TILT-UP WALL. 4 A . COND.) kV r-- 4 BREAK METAL ANGLE .. CONTI NUOUS ALUMINUM , , SEE FLOOR PLAN, ib , A , 4 i< +I5'-Ok 4"/ . .4 AM .. SEALANT — SEE 'A' BREAK METAL ,:‘..: . SHEET Al FOR WALL -. 1 V111111111■11111 'A X 1/4" SkiM 130T. 0. (N) BEAM 4' .4.4......---._____...„,„, BOTH SI DES ,„, SEE PARTITION TYPE 1 J III — CAULK EACH SIDE 1 1----, 1--- T „. . , 4 TYPES ON SHEET Al • , 04) ElF9 FINISH 0/(E) I-:' —1 1---- 4 y AL IGN : • ,. , TILT-UP}NALL 4 ) , _ 4 4 . s.., ALUMINUM ' 1/4” SH I M CONT INUOUS CAULK [ -, , ' .. ' , _.,( I/ HOL LOIN METAL /.' FRAME FOR ,-. ..- , -„ . '=' ' .. , -.-' a , .4 4 4 /15,:c.. FRAME \ , B I-.PARTI ts6 ,--, ‘'` CONT. CAULK , i , . 50T4-1 soEs (1Y ) i / .------------ \ 04) ROLL-UP DOOR. /4-1 . .., \. , DOORS I I --'I A - ' F-Terpn CAULK --"Ii .-----. AL UM NUM FRAME 4 1 tlY12.) 1 ' ' / v ---- N \ \ DOOR // / --\ \ \ \ 4 , I / / 4 - 4. le. 2.. ,...r --N. DOOR .. SEE SCHEDULE ; ..- / — 111111 f 1111 4 ,== ---HM FRAME ..- 1 • , DOOR'MACK. t 7g\ I -*' 4\/\-7/5 li NI'IN---cf: / I NFORCED HOLLON Wil (PA I NTED) CS \--- ' METRO SHUTTER \ --.— 4 4 4 .j- ,.., <NN .'1 A `(: +101-ok H4.1 3"-I I-0" " METAL FRAME (PAINTED) 11 , H3 DOOR 32,1":11, 1 0, \ ,:1::i 4 ,,,,,,:::.: H5--\ GUIDE. -....„ z -----—---- ., ° .,, ,,,,X, C) 51"1„1.1,...0 T. O. 0,i) OPENING 4' 5"=1111-0/11 I I/21=I 1-0" — 51/b" SEALANT / 5_1/ " 7 / 41/s' PAINT P4 4 1/6" V\------ SEE FLOOR PL AN, SHEET r J . I" )1 )1 --- Al FOR UJAL L. TYPE J . .Gy . 1 I:1 .. , ,,,1 , , , . SEE FLOOR PLAN, 4 (E) TILT-UP liriLL 111001111 16/4" TEM, PERED ., I , .,. . - SHEET Al FOR WALL _ BREAK METAL ANGLE f-I6 4 a a LsEAL Milli 1,.. , , SEE PARTITION 'TYPES ON SHEET A I ,. ', -. ''''''1, TYPE : MMIMINI 4 1/4" SHIM i I/2"=I 1-0" 4 4.1 I Ni . . .. , ,-__:....-...- ......1 , ■ 1/4 SHIM (V.) TILT-UP liALL. 111.11 CAULK EACH SIDE ALUM I NUM FRAME .I 1 , ,. _ _■ in,/ AL[Gig MASONRY ANCHOR N 4 ' Ni 011 04) E I FS FINSH 01(E) I HOLLOIN METAL FRAME 11 r FOR BI-PARTING IF CONT. CAULK , -'• , - 1 1 I 1- Wp`s1T). CAULK HM FRAME fl ii , 5C°NOTH.T.INUS I D°L4E65 ALUMINUM FRAME 4 DOOR 3" =I'...Ou DOORS i,:i 111.\ ccry,Aupl...K) mo . .:, . 4 "7 TILT-UP iNALL (TYP.) 11111: — HI l'N----IREINFORCE12 HOLLON CI) :2_ d. opLJLJ.1 DOOR SCHEDUL METAL FRAME (PAINTED) 11 DOOR "k"."--) v."\ ALUM. AND VINYL FULL WEATHER SEAL J5 J4.I V\ 1/4" TEMPERED REPLASTER GUT 3": J4 J3 J2 /1'-0" GL AZ 1 NG 1 I/2"=11-0" TILT-UP FLUSH - SMOOTH FINISH 7 3":I 1-0" PAINT P4 1W. 0 511=11..011 yi a it-ou JAMBS. __. _______ DOOR ASSEMBLY 1 cBLY / 0 ill -.., , % ALUMINUM FRAME E - ..E. .,*. , a ( ) TILT-UP WALL f 4 1/2"f IS" iii/DOOR STOP c3 k, ., 1._ VIP. : ' DOOR•-c Je, :...;- / DRIP EDGE AT HEAD (FOR 1 . 4 (N)STOREFRONT II C .- 01 -.. r . EXTERIOR COND.) IN/ TO REMAIN. 0 I 1/2":I'-0" _., % CONTINUOUS SEALANT - SEE N BOX BEAM * MACK VA , E r 1 ,... 4,7 I A' re) 4...: . - • A 5/S" GYP SO. i A \J i (N)SEC.URITY JI-A ai CAULK EACH SIDE 0 GRILLE TRACK. I o — NE 111)111111 3,=1,..0, 5 EREAK.METAL (NJ 0/50X BEAM I 5, HOL L 0 IN METAL a // - 6 FRAME wr E + NO'. ji = (N) POOR TRACK. 2' T.O. TRACK -;-; 7 1I-4" /r /1/ —N, , , 1111. , , 7 , -- DOOR SEE SCHEDULE • -- SEE FLOOR 6..- (W ROLL-UP DOOR. 1 PLAN, SWEET in t i IA _ _ Al FOR WALL N TYPE 0 *4 CONT. * °PENN& D1 irililj ' all II ALUM. Mei RO -a SHUTTER 6UIDE. (r) 1-- _...„,, (E) CONC. SLAB A CONC.idtB' *4 DOWEL @ 52' O.G. ' in _i TO REMAIN 'TC REMA f■ laii-l'■ k------ II F ILL STUD CAVITY co SLOPE HI - - . Vi/ I N SU L A T I 0 N ,-," , id TO DRAI A f , H 0 o _ c, „ , ii:. 1■4..., o , '' I I/2"rd'-0" 4 1 .. .. 1/4" SHIM g... 4 4 (N) ALL b- ,= 4 A .1 A 1 . 4 .."-) \-2,<, ± I 4 (N)AUTO DooRs 1 0) ‹. 1 ' TO REMAIN I , • .... INOOD BLOCK I N6 v .A \/ I n.... - A -0 ,, , 4 ,, . ..,......,... .,.. 1 AL 16'N c■i i */ 4 a I a S (E) NALL TO \/ cis\ CONT. CAULK BOTH N % I < /M31N"/ rii 1IN . _>,,;_.. ‹ REMAIN. Ar 510E-5 TYP. . ce TO CONFIRM DEPTH i 4 4 EMIBEDMENT ;..4 4 /1,4 1/2"), — = ■4 TO NEXT FULL COURSE OF -\,/ ---................., ± ALUMINUM e- 0 6 MASONRY `.. (E) TILT-UP WALL STOREFRONT .:: . A / \ \/ SYSTEM JK)1) N A *4 DOVe.. 0 52" 0.G. @ (N) CONC. POUR STFZIP .... z.• c."-\ N,/ I 1 I/2":I'-O" V (N) E I FS FINISH / < 1/4" TE'MPERED - - cn 0 4 4 I i 6LAZI N6 - - 1 < 0/ DENSGALSS. e , , , - 7\ 0 56 V PLAN c.i-ecK SU1BMITTAL 05/10/10 ° E - 4. CAULK EACH SIDE , _....+....._ 4 1/2" 1 0 ' I 1/2":11`-0" MP ''' \ LL REVIEW GET 04/01/10 Ct / . CONT. SEALANT s'Y'' No. Rsvielons and Milestones/Submissions Pa te "a m / \ , 4 a CI I ;. N 4 ..JI-5 TIGAIRE) OR a,rx \ A I= I * iii HOLLON METAL r* 011 '' t _.___ . _., , ...._ ......... _____ 3":I'-O" ULTIMATE ELECTRONICS 0 4-- ° \ / '/ ' \/ VI \ L 1 1... 1 = ;It- o 0 FRAME 10031 CASCADE AVE cn *. co FLASH 1 N(5 TOP 4 I T I GARD, OR DOOR - SEE SCHEDULE '''''''''''''''''' I—1 BOTTOM o f, I-1/4" SHIM 04.,_ —4-- LOCK .-5 .,---"- 1 TOTAL STACK W 113 j (1■0 ALUM STOREFRONT . / Sta niteC SEE F'L AN ....1 1 D in /* Stantec Architecture Inc. Tel. 707.765.1660 N .. 1 * I I/2"=I I-0" >- 1 137 N. McDowell Blvd. Fax.707.765.9908 I co X 0 Petaluma, CA U.S.A. 94954 www.stantec.com i 8 / Ji HS I I u I I/2"=I'-O" Drooling TM" >. 3ss 2 e.0.ii I 0 rp •pl• -" ,,PETAILS ,, ..,0 (1.42. - .710..11111111111111111111111antwo.. atu o - - Itte200114S004 s- CL ...;:gof /or. Q.. I l& ---E4E) AN E) JAME3 DETAILS ,Ae" t our 6 No. Scale AO* I 3 ' 13 . I A5 5HOWN " " Drawing No. 3 .-4-0" 1:4 2929 • a 3: , I.•I CA It i 1,4' 41' OF 0 12t1 0 5 21:r1I 0 - L I VA l i 6" -) \ --- NEW BOLLARD � � O C L�C C T © 1 O U P 1/8" UNI-STRUT BRACH f GOVER6 BY IDEAL ■ MEMBER SPAN TRUSS TO TRUSS As REQUIRED,OR BEAM I SHIELD,LLC. -COLOR z DESIGN AND CONSTRUCTION CLAMP I I YELLOW APPLY 6" TRAFFIC TAPE 321 West 84th Avenue,Suite A p(303)412.2500 Thornton,CO 80260 f.(303)412-2514 5/16" THREADED ROD TA " CONCRETE / "S" HOOK TO STEEL BEAM, CLAMP OR UNISTRUT ABOVE SUPPORT AT 8'-0" MAX. INSTALL TTt,IBII E '41- INSTALL LSTEEL TUBING- GENERAL NOTES oc. 4 PAINT P-2 5.0. JOIST , , VARIES FINISH GRADE FINISHED GRADE CORD TO CEILING OUTLET ! ' 7-Ar------ j 1 ,$ mm:\ .� \i\\• _ \ EXTEN510N CORD REEL 4 Ilin.............j\r."'*'''''."" 7 ' .7 'st >�. SEE FIXTURE/EQUIPMENT SCHEDULE F3• 1/8" SLOTTED UNI-STRUT m \;1 , . • 0' NEW CONCRETE FOOTING `� CONTINUOUS PER PLAN ��, - ' _ . ° .a .a . NEW CONCRETE FOOTING a. \ �\ a a RETRACTABLE EXTENSION CORD 1RD.' 4 RD. 4 ZIP TIE,11" LENGTH,50 T.O. UNISTRUT LBS.LOOP TENSILE SEE PLAN N�am STRENGTH MIN.NATURAL ■ COLOR 0.181 IN.WIDE. EXTENSION ZIPTIE -- N W OLL4 NEW E3OLL RD 1 COED REEL �- PLASTIC 7 EYELET „ = 1'-0" AT SCORE F1CNT I/2" = ILO" AT INSTALL fE3AY N.T.s ALUMINUM 7 r� � ' SLEEVE 11 PLASTIC EYELET �� 12 GAUGE HORIZONTAL SEISMIC NOTES: TIC H AN SEISMIC 3. ALL MAIN AND CROSS =E:AP RESTRADEGREW,rAó RD 11,..K THAN 1/I EXTRUDED ALUMINUM OBSTRUCTIONS.(USE BACK TD TWISTS IN 1 1/2 LENGTH (TYPJ. AND INTERSECTING RETAINER BACK 1 i/4" COLD ROLLED 12-0 O.C.BOTH WAYS TO 2. SUPPORT EACH LIGHT FIXTUT S AT TD RESTS�2 SADDLE TIE CLIP SLEEVE CHANNELS FOR SPANS GREATER WITHIN 6-0 OF WALLS INDEPENDENTLY OF CEILING GRID WITH THAN(4'-0") I- NO. WIRE Al TWO CORNERS lbs. IN TENSION. / SEE A -f—HANGER WIRES - / PLASTIC RETAINER CLIP DIAGONALLY ACROSS FROM ONE - 3 TIGHT TURNS. i �� r A EMT COMPRESSION STRUT NOT TO ri i j EXCEED 1:6 OUT CF PLUMS.(SIZE ANOTEiR. - \ � �—� � I BRACING WIRES � PANEL I FINAL ASSEMBLY PLASTIC CAP PER CHART)CONNECT STRUT Al MATERIAL SIZE MAX.HT. SPLAYED SEISMIC 4 TIGHT �. �_ I In, IZ'-0" (MAX.)O.C.BOTH WAYS TO 1 U2" BLACK [ 1 1/2" X 9116" LEGS, 2'-9" }3'� CING WIRE 1 45' MAX WITHIN 6'-0" OF WALLS .062 WALL I GRAPHICS PANEL 3'-7 VERTICAL (-DI TYPICAL SADDLE TIE INSTALLATION INSTRUCTIONS: 1 1/2" DM 1 1 1/2 X 1 1/8" OVERALL, SLIDE RETAINER CLIP OVER TOP AND BO11OM OF II CROSS "T" BLACK CRC .062 WALL "-\,,,, HANGER WIRE _ PIPE PANEL,SNAP INTO PLACE,SLIDE SLEEVE OVER �_._ EXTRUDED ALUMINUM „,,,,,....,,, 1/2 DIA EMT 0 .106” O.D.,.042 WALL, 3'-10" II a RETAINER CLIP AND PANEL,ADD TWO EYELETS TO SLEEVE A=.0816 IN 2 FLATTEN CONNECT TO WOOD WITH 0d EMT CUT SLOT TOP SLEEVE AND CAP ENDS. INSTALL PANELS WITH 3/4 DIA EMT 0 922 OD., WALL, 5'-2" I_ 1/2"GAP TYPICAL. INSTALL METAL CLIP BETWEEN PLASTIC RETAINER CLIP CONNECT STRUT TO TANNER A=.I34 IN 2 WOOD SCREW OR TO METAL BOTTOM OF PANELS TYP. 1'11 I M 3/4" DIA PIPE 0 1.05" OD.,.113 WALL 5'-6" CLIP WITH NO.8 SELF TAPPING —= —=11— BOLT- 1/4 M.B. Lu� SCREW. CONNECT CLIP TO FLATTEN END OF En 1" DIA EMT O ::' O.D.,.054 WALL 6'-6" STEEL DECK OR FRAMING PER • FINAL ASSEMBLY 12 GAUGE SPLAYED WIRE BRACING TUBE AND CONNECT I I 1 DIA PIPE O OD.,.133 WALL 1-0 WIRE CLIP DETAILS PLASTIC CAP PERPENDICULAR TO EACH RUNNER TO T-BAR MAIN 8" MAX FR01"I EACH END OR 1 1/4" DIA EMT 0 1.510" OD.,.065 WALL 8'-0" GUNNER WITH NO.B MAIN RUNNER MIN METAL CLIP BETWEEN ~ BREAK WHERE OCCUR'S TO 1 1/4" DIA PIPE 0 166" OD,.140 WALL 9'-0" EMT SELF TAPPING NOTE: PANELS PREVENT SPREADING 1 1/2" DIA EMT O 1.90" O.D.,.065 WALL 10'-0" SCREW ( I • ,� ?H SEE ULTE DESIGN MANUAL MAN RUNNER INSTALL PER UBC STANDARD 25-2 A TOP CONNECTION all RUNNER CONNECTION 0 AL'T'ERNATE RUNNER CONNECTION 14 10 'EIMETF D ET4IL (5- 13) SUSPENDED CF1LIN6 D FTA1LS FULL N .T.S TUBE STEEL 2 1/2"x2 1/2"x1/4" x 5'-0" 1 I �� TALL,SEE 8/Alb 1/4"\ +12-0 B i) RACING ABOVE TO DOUBLE METAL CONCRETE STRUCTURE AT MAX��\ 5/8"GYP.SHEATHING STUD RUC RE,-0" OTC. \ -- . ; t-; , - .;,.,-:_.„..1:, . ` �':=-;>;_-, _`;` 3 5/8" METAL STUDS ':. ! E •, CONCRETE fr_ VINYL TRANSITION STRIP TS2,SEE LAY-IN CEILING GYP.COMER w O Gk; MANUFACTURER'S WRITTEN SPECIFICATIONS BEADS TYP. �- G FOR INSTALLATION INSTRUCTIONS,SEE DOOR ZVI 1 J N u", ' , ) FINISH/MATERIAL SCHE .E SHEET A4.1 ,,rte/ ALUM p�p - SEE -,_.,.- ..�....-.M _ .-. . :a l'::.1...".,.;:'..' T__.,-.. '} t - .... ;: CARPET FINISH:��E. f` J__ CARPET AUDIO SALES _ WALL CORNER GUARDS SEE Au luul �111�111���I II II lU h 111VI1111� I I I�IJII�I! IV�II >r I<I I I�11 I IVII I i��, � , , PLAN FOR EXACT LOCATIONS „ � I ,� WALL BEYOND, . . � . . AS OCCURS 4" 1 1 11 CCNE� 7 CAFT T CQNCTF T4NSITION ALUMINUM � 3/4" = 1'-O" 3" = l'-0" 6�� _ I'_O" NTS ,.J / WATER HEATER, SEE PLUMBING DRAWINGS - - :'; SEISMIC STRAP Plant CHECK 5U®MITTaL 051m0/10 `,: 11-REVIEW SET 04/01/10 PROVIDE $LOCKING '..,' I! i 1_- - BLOCKING No. Revisions and Milestones/Submissions Pate -: 2'_0n AS -:;;-.REQUIRED VcT ,.... EXTEND DRYWALL — — �,. 90' 2"x2 Ex36"1 1, OR ABOVE WALL TO � ( I :ASOLIED ALUMINUM 11 i ULTIMATE ELECTRONICS COVER UNISTRUT , ,` CEILING GRID ALUMINUM TRANSITION STRIP,T51,SEE ' _ 10031 CASCADE AVE \\ MANUFACTURER'S WRITTEN SPECIFICATIONS FOR Imo— WINGED CORNER GALVANIZED SHEET METAL TIG�AIRD, OR INSTALLATION INSTRUCTIONS,SEE FINISH/MATERIAL �... HUBERT�BRUSHED 1 PAN �. , SCHEDULE SHEET A4.1 METAL ;4 : ALUMINUM FINISH,SET +6 -0 3/4 CDX PLYWOOD WRAP CARPET - x STUDS \ IN MASTIC ENTIRE SHELF WITH 24 II - X3.0. 51-IEEE r G� STAINLESS STEEL li Stantec Y-IN GRID .:. r- _ PAINT OR EQUAL. Stantec Architecture Inc.,' . . . . ... . .. .. . . . I Tel 707.765.1660 DRYWALL CEILING TILE GAB ION V�I I IV�I I NIIIlIU�l�II!I IIII I !III !I I IIIV II!I IVIIII�V�!I III�V I I lift I Ill {I1111 I I1UI I Il F.R.P.PANEL,T.O.MOP SINK TO 5/8"GYP.BD.OVER 1137 N. McDowell Blvd. Fax.707.765.9908 ,. ti°. ry �, t,�1DERSIDE OF WATER HEATER _ FRAMED WALL - SEE_ � SHELF SHEET Al FOR TYPE � Petaluma, CA U.S.A. 94954 www.stantec.com WALL. Oraatnp Tina INTIC DETAILS .41,1k •',f« r ,' A Draw s - Project No. ., •' 2001649004 011p, ,- TE Store No. Scale /00_ ,t �1�1 AS SH01LN ' + 4 ,�„ -:; �t fG/fG/ Drawing Pip, 16 UNFSTUT LAY = IN D 12 CARPET TO VCT a CONE ' GUA '.D DETAIL 4 W4TkATFS =4ELF 41.3 6 3/4" = 1'-0° " _ " " - ► " " - " , p IR,w.r..2i ,i. ,0-0,0,4, iik - - _ 4 OF 01.1'5s Jute 0 2010 El L ....1 -v- A . `1. 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EACH SIDE PER IC130 ER 2388,...,,. $1 REFERENCE DETAILS 2/A16, /A1.6, 1ø/A1.6 *1 REFERENCE DETAILS 2/A1.6,6/A112, 10I41.6 ... & DSECTION AT 1-1E4 ER 2 • SLAB W,i6 _l_ SECTION . , _ _ 3/4".11-0" 3/4" l'-0" ...---- 7.,, EXISTING PECK FINISH / MATERIAL LEGEND iiiliiiii0 \ II II lull I il (SEE FINISH SCHEDULE) I I I.„ I fit!) 1 I PI 1U1Ø1 GAUNTLET GREY S'•-• s4 - '_::-. )::..7.77.7.7.7.7.777177.77(3. F2 SW9Ø6 CITRUS -..----1 I-;') [7,,, 1'--- P3 SW6594 POINSETTIA ,,• P4 91.116811 HONORABLE BLUE ...1 [ „:.:' i=s SW6142 MACADEMIA 1- „A 1,-.4 ' 1;-:,,,I ['f- ,.., \\-----SUSPENDED CEILING P6 SU,n006 EXTRA INITE 1---,,,,1 ,-,,., AS sci-EpuLED l'"' 1 ,,,,::: P1 SW6258 TRICOR4 BLACK 1:::;,.,,,,,1 .---, Pa 51111056 RESERVED WI-IITE ,._ . I ........ I CONTINUOUS HOOK STRIP PS 51116232 MISTY 5F1 CLEAR ANODIZED ALUMINUM- NO PAINT ( . .'. It Pll 50064: PASSIVE ,..1 i ‘ 1 ALUM HOOD FOR METRO 1:•---I \ GUARD WINDOW SHUTTER TP TOILET PARTITIONS '.-----I La PL PLASTIC LAMINATE :'-i:---1 --1 I I FRP FIBERGLASS REINFORCED PLASTIC PANELS Allek vousLE METAL TRACK I-EADER- SEE SCHEDULE A1.2 SALES lt :,:::1,1:11 WAREHOUSE 102 ,I -- 119 0 l'- 1,- ' CAR INSTALL 109 , CAR AUDIO 101 1--J-1 1- —1 --:,-1 1:1-1 :: ,--1 ALUMINUM STOREFRONT [-. 1 --,..,. SYSTEM WIN 1/4" GLASS - - [:',' extriair>ED ALUM GUIDE - - ,,, PLAN CHECK SUIBMI1TAL 05/10/10 E: . 1-11 TRACKS 1 ''1 41.2 LL REVIEW GET 04/01/10 -,, SIM N> 11 \ No. Rsovlslons and lillostonas AubmIssIons alto 1.'<„,„„1 1 r•:'''I - 7-', TIGAE) OR v:::- / 1:-:-. 1,.,-- .. .., , . ULTIMATE ELECTRONICS 1,--- r--:-, 10031 CASCADE AVE I--:-:, t-C: TIGARD, OR 1--,,: 1:-4: ANCHOR METAL TRACK TO 1.-: l'-:.:'-' ‘' ANCHOR METAL TRACK TO .„,.. . ,.., FLOOR WITH (2)0.145" :---I FLOOR WIN(2)0.145" . HILTI-DN1 AT EACH STUD - (I) -,=--1 ; rh StianteC 1-11LTI-DNI AT EACH . .>--1 Stantec Architecture Inc. Tel 707.765.1660 EACH SIDE PER ICF30 ER 2388 . EACH SCE PER ICE0 ER ,, -:„.i l' '"..il '— 2388 — [ ,-- i - - ' 1137 N. McDowell Blvd. Fax.707.765.9908 I 40-00, 9 4010" ,— Petaluma, CA U.S.A. 94954 www.stantec.com prawns Title INTERIOR DETAILS _ % D 4 ..t• Araiuns Project No. t ss REFERENCE DETAILS 2/41.6,6/A1.6,10/A1.6 *$ REFERENCE DETAILS 2/A1.6,6/A1.6, 10/A1.6 --,-.., 2001649004 "TE Stara No illy1115,1lit., . Scala "AS SI-IOUN . --- (41 4. 0 7 ..-- -i ,„, ks' r"") 0 Drawing No. a SECTION AT FULL. 1-1E11-11- WALL 4 SECTION AT INSTALL SAY WA .... 292a ..., Wowed 414 3/4 .11-0" 3/411=11-0" 1_10,,,k •*t. CA . .firsi iv- itZillato . il 1Ptit f:4! OF 0*cf(5ks- JUN 0 21A L J L J A U --I ../ LEATHER HEAD 0 ELECTRCDMIC@ a ii NEW JACK-TEE DESIGN ANE) CONSTRUCTION I 321 West 54th Avenue,Suite A p(303)412-2b00 Thornton,CO 80260 f.(303)412-2b14 1 41,111110 1 i EXISTING -- MOUNT TO WALL,PROVIDE IBRANCI-ILINE/MAIN lip 1 ) BLOCKING AS NEEDED. C-_-_-_-_Y----N PIPE OR CONDUIT _ / TI-1RU ROCF I I 1 ii I. r-- —3 r— r DRAW BAND NEW1" DROP TO NEW SPRINKLER I-IEAD 7.REDUCER ■._,.../ , „,__.._ _ / \ \— 11, rig! ./ FLEXIIBLE BOOT FINISWED CEILM 1 1 II II =Tim 1 , 1 PAINT PIPE TO MATCH WALL 1 , 1 1 I 1 1 NEW SEMI-RECESSED SPRINKLER I 1 METAL FLASHING 1 SLEEVE TYPICAL HEAD DETAIL i I 1 ROOF11■6 SYSTEM i 1 1 *-Y\ (h i'''' ', +--.-' 2----- 1 , , 1 , , 1 1 t 1 , :, ' p, ■ ' i 1 ; i t..9,,,,,,,,.r r 7 7 i , ri 11:::,,,,,:,-1111111114 I 1 1 I MUMMUMUNIUMIMMIll 1 ' = EXISING SPRINKLER BRANCI4LIW ',;,,,„\-,.x.7,c,''.,-x„,':',,. ..,. 1 I 1 i 1 PIPE TO COMPRESSOR ,,,,,, „, .,,,,,, , , ,,,, I 1 1 , 1 , ,,,, ,c\- \, ,,,, ,).c.:,-. A , • "A\'',,%Cs X Y X\:?‹,,),->,<'',' , '' 'I 1 1 , ; 1 1 1 1 1 I ..,,,,, ..\,,,- ; „ ;:„;11 x'',.',-,,'-'',,,.:,, ' .,,,","\V›..;;',. > ' ,,, ,,,,,,, .„ .-;',.)>:>„ - ,' -. 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(E) 18ga.METAL wir —lir- I ,,,, , , . ,, 0 , No. Revisions and Milestones/Submissions paw DECK SOLID BLOCK IN SOLID BLOCK IN t : I -\''s a , GAP GAP , ,, i- 1 T IGAIRE), OR 3/4" 0 A30-1 COLT W/PLATE ,-,,,,,,,1 ULTIMATE ELECTRONICS WASI-ER a EA END.TACK 3/4" 0 A3671 BOLT WI PLATE .,- ,A I 0 1003I CASCADE AVE WELD NUT ONCE INSTALLED WASI-IER a EA END.TACK r,. .,,I TIGARD, OR WELD NUT ONCE INSTALLED (E)ROOF JOIST ASSEMBLE PER " -- MANUFACTURER'S 0 Stant& WRITTEN INSTRUCTIONS ,t WIRE RACKING I ASSEMBLE PER MANUFACTURER'S Stantec Architecture Inc Tel 707.765.1660 L./.— (E)ROOF JOIST 1<,,-, MITTEN INSTRUCTIONS L.-.....L.'',i Fax.707.765.9908 .11L /\./ RACKING SEAM 1137 N. McDowell Blvd. Petaluma, CA U.S.A. 94954 www.stantec.com SECURE TO FLOOR FR MANTACTURER'S WRITTEN SPECIFICATIONS ordains Title A .11:)ETA 1 L 5 _ ---1"26' 7'.e". ''..-4.k fr")TE41344r65- NLO DrecallIngA62.1:MS4aLINNoN°16:41511;°4 .. A 1.4114111W , pram 2,- 16 S . . 41.5 6 MECI—I. SCREEN WALL ACOUST 1 CAL FAN===_L CLEF WARE --10LISE RACKING • . , *visual 1H-11-0" 30 .. 11_00 1" r. 1111-1/21111 al ik POL CA t SC41/4 t. . OF 011%.*CA JUN 0 '3 2010 111 — L J-1 L J rJ A --i_ _ METAL DECK 0 ELECTRONOCZ -.---*-- MINERAL FIBER FILLER BETWEEN ALL DECK FLUTES • DOUBLE STUDS Al PARTITION ENDS, DESIGN AND CONSTRUCTION Grzsum-eAsEp SETTING TYPE SEALANT CORNERS, INTERSECTIONS,AND OPENINGS .>xx-,,4,• 40,Muew iv -- --4,4:-., !....---'-- 321 Wag 84th Avows,Suite A p(303)412-2500 r -''"/"'''''<,„ 4 4,WiS,..tWriltA,,,,.' ski,-' 1 0 20 GAUGE DOUBLE JAME3 STUDS TYR AT DOOR Thornton,CO 80260 P.(303)412-2514 '-x".•/44+7:40:%,".. _,..' 0 METAL CORNER BEAD- FORM TIGHT 90 OPENINGS 11 ,.- ,..-.. GYP.130.FASTENED TO RUNNER ONLY DEGREE CORNER AND SCREW TO STUD A 60 DEGREE MAX.30 L.: • STUDS A T 48" 0.C.BRACED T O S T R U C T U R E \\\.j A P E E.NiN. ....„._ GENERAL NOTES (rIrrEIRENCE , OFFSET GALVANIZED STEEL TOP RUNNER TO 0 3 COAT JOINT COMPOUND COVER BEAD AND ABOVE: ALTERNATE STUDS - CUT,BEND AND - ron-'-' STRUCTURAL DRALUIWIS) ,.... ACCOMMODATE DEFLECTION OF THE ROOF DECK NO FASTENERS BETWEEN!!RUNNER AND TI-1E METAL STUDS. FEATHER FOR SMOOTH SURFACE FINISI-1 RIVET _I STUDS TO BE CUT SI-IORT TO ALLOW FOR ROOF CD TYP.METAL STUD AND DRYWALL SCREWS • MATCH GAUGE OF CEILING TRACK WITH GAUGE OF METAL , - - ' ,',- DEFLECTION.Gila TO OVERLAP I 1/4" MIN. STUDS ' '.-, .,, 4 JOINT TAPE,TYP. 3/4x16 GAUGE COLD ROLLED STEEL C14ANNEL AT 46c0" GYP.BD.FASTENED TO METAL STUDS CONTINUOUS AND 81-0" ABOVE OPENINGS - EXTEND MD 0 GYP.BD.AS NOTED TIE MIN.2 STUDS BEYOND OPENING STUDS AT 16" 0.C.TYR 7/ (2,1 0 STUDS AT 16" O.C.TIP. METAL STUDS AT VERTICALLY STRAINED WALLS -:-,-,-. .°, I \ REQUIRE STUDS TO 13E CUT 3/8" LESS NAN FLOOR TO • 20 GAUGE RUNNER TRACK FASTENED TO JAMS STUDS \ CEILING 14EIGHT. 8" MIN. 0 0 CONTINUOUS 25 GAUGE FLOOR TRACK EXCEPT MATCH STUD GAUGE AT 20 GAUGE PARTITIONS 1 1/4"MIN.LEG 0 0 L__ _ EXTEND PARTITION END AND CORNER STUDS - , ANCHOR TO STRUCTURE ABOVE e a I PARTITION 1—IE4r) AT METAL DECK 0 Am NI _ 0 311 . ,_,„,, 1 I 0 7_14_ i ,„ i . . ...., i - il 0 II , I, Till --1 , „ \ N 4" X 20 GAUGE STUD I II II 1 I CONTINUOUS EACI-I SIDE I .....„ II \ I t OF STUD WALL C) , (4) - NO.6 SCREWS - = (MINIMUM)TYPICAL EACH , - - — No Zo CONNECTION Z i ..6 0 .,---- VP, COWER INTERSECTION III 4" X 20 GAUGE STUD AT 24" 0 \ 0.c. 1 1 1 4" X 20 GAUGE STUD CONTINUOUS (MINIMUM) SCREWS i 11111.11. 5/8"GYP.BD. METAL STUDS ID I , II. , r, es, 1 1 1 \ STUD WALL PERPENDICULAR TO JOISTS STUD WALL PARALLEL TO JOISTS 14 10 6 2 NOT USED IBRACING AT METAL DECK - GYPSUM LLIALLE3041RD DETAILS METAL STUD ISRACING -- 3/4" = 11-0" 30 . 1,_011 311 0 STUD FRAMING PER WALL n-pEs 0 LINTEL AS SCHEDULED - EXTEND VERTICAL TRACK UJEIBS 1 1/4" ---. 4. et ---- 1/4" OVER JAMB STUDS AND FASTEN WITH MIN 3 SCREWS EACH _ __.{..__/___ — __../1.7._._ ___ STUD AT 3-5/8" LINTEL /SILL AND MIN.5 SCREWS EACH NOTE: STUD AT 6" LINTEL 0•01/#4111KfArlAIPI/411,,,„ 0 SILL TRACK TO MATCH STUD GAUGE 1.BLOCKING SUPPORT MATERIAL TO i MATCH WALL STUD MATERIAL. ' 0 $ .4 , '-' • (I) 4 20 GAUGE JAMB STUDS 2.NON-PLYWOOD SACK-UP SUPPORTS i I SHALL E3E CUT BETWEEN STUDS SO TI-IAT . 1 0 (2)HORIZONTAL TRACKS SCREWED TO(2)20 GAUGE VERTICAL FACE OF SUF'PORT IS FLUSI4 WITH FACE OF STUDS AT MAX.6" 0.C.BOTH STUDS BOTH SIDES PROVIDE STUD.DO NOT NOTCH STUDS FOR 2 1/2" 2 1/2" = CONTINUOUS 20 GAUGE TRACK AT TOP OF ALL LINTELS IBACK-UP SUPPORTS. / / 11 / / 1- 6 I LINTEL SCHEDULE FLAN MARK UJIDT14 LINTEL JAME3(EACH SIDE) V\ — "WI, 4 T.O. TS POST I I UP TO 31-4" SINGLE 20 GAUGE 2 FULL HEIGHT J f I ._ STUD BAY AS SCHEDULED — f _ I _<> 4 45._0.. TS 2 i" X 2 I" x1/4" 1.11/ i" SASE PLATE • SLAS WALL CONDITION. jj____N _ TRACK PER 2/A1.6 OVER 3'-4" DETAIL "A" OR TO 91-0" MANUFACTURE RECOMMENDATION OVER 91-0" DETAIL "8" OR TO 1,31-0" MANUFACTURE RECOMMENDATION FRAME PER INDIVIDUAL DETAIL STUDS 2 FULL HEIGHT STUDS 3 FULL 1-1EIGHT STUDS r 1 1\---- --- OVER 131-0" Ot•I STRUCTURAL AND/OR ARCHITECTURAL DRAWINGS. I 1 I I 0 I 1 _.4 I 0 - .. - \ \ Kt f-- I -...-_-__-.. ...__-:_-_. Al - - ui PLAN C4-1ECK SUISM1TTAL CSAC/10 a ,========_.., ot 14-1REVIEUJ SET 04A0V10 6"FLAT METAL 16 GAUGE tt 3/8" EPDXY ANCWORS 7 N 1/4" 0 I I !BLOCKING \rn II No. Revisions and Milestones/Submissions GM at oto T.O. SLAE3 MITI / 01D0 I I TIGARD O ....a., 1 \ II jzo ULTIMATE ELECTRONICS 4.i • / k/ ' 0 1--: 10031 CASCADE AVE .. el TIGARD, OR , - \ —7- ; --11--1.."1- \= DETAIL "A" DETAIL "s" C) fl Stank< 3/4" GROUT .., - , - : II II ELEVATION VIEW II II Stantec Architecture Inc. Tel. 707.765.1660 a.EVATICN ELEVATION 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 www.stantec.com Drawing nue ri'FICAL IDETAILS , $ 1 * - Ord1111 Project No. 2001649004 - 4k .or. . /4....' ULTE Stores- No. Scala Amiii0,01111.;,; toe% AS SI-ICtlii 1 16 12 a 4 1 r 04 W. i 44 en 400 Drawing No NOT USED IBLOCKING DETAIL TS WALL F3FR4CE OPENINGS IN NON-f3E4RING PARTITION • 41.6 6 - N.T.S. 1 1/2" = 11-0" 30 ., 11_00 ill/ ii vr....04:3: II '0 eA 4141"1"d paw rdir _ 4t4s OF 0%." 1LN 0 5 .. — L _1 L _1 . . A GSM GAP FLASHING OVERLAP SEAMS 8"MINIMUM 11 [1-11 35'-0. CONTINJOUS RETAINER — 1w1 - \CLIPS ATTACHED AT - 0 ELECTRONIC@ T.O.NEW PARAPET WO Oil 2.4. DESIGN AND CONSTRUCTION CONTINUOUS RETAINER CLIPS --------\ 321 West 84th Avenue,Suite A Thornton,CO 130260 p(303)412-2500 ATTACHED AT 32"O.G. t. f.(303)412-2514 4 (N)SINCsLE PLY MEMBRANE. 1)0 PRESSURE TREATED W 7"--EXTEND 12"MIN AT CONTINUOUS BLOCKING Q ALL EDGES , GENERAL NOTES 0 v . w Q 0 ALTERNATE PRICING - ACM KEW 1"EH SYSTEM OVER VAPOR 411 ill BARRIER OVER 1/2"DENSGLASS OVER METAL 1. G.C. 18 TO PROVIDE AN ALTERNATE PRICE TO USE STUDS AT 16"0.C. w •ri, ACM PANELS IN LIEU OF EIFS. W ■■ , 1 SCOPE TO INCLUDE AT EXISTING FACADE 14 r A. REMOVAL OF ALL EIFS AT FACADE AREA. V (N)GSM CAP ---......„..„... (N)CiSM CAP AtliT.O.(N)ACCENT WALL 1T.O.(N)ACCENT WALL I:3. INSTALLATION OF THE FOLLOWING: , .. , I,'311-0" , + + + + it+ +‘ Irm 3P-0" 1. 1/2"FIRE TREATED PLYWOOD OVER ;,+ + + + 1+ + NEW 6'METAL slur) $ NEW 6"METAL MID l'IN111111111111 ;11 •; EXISTING DENWILASS SUSSTRATE. AT 16"O.C. '$ 2. 3/4"METAL FURRING CHANNELS • lb" O.C. NEUJ I"Elr-6 SYSTEM OVER 1/2' . (N)I. EFS SYSTEM OVER 1/2" . NEW 1"EIFS SYSTEM OVER 1/27".."1"1111111111111111111111111:11 ill I '4 (N.)11 EFS SYSTEM OVER in. DENSGLASS 51-EATI-ING COLOR: DENSGLASS SHEAT1.411•4 COLOR: :4 DENSCsLASS SHEATHING COLOR: . DENSGLASS SHEATHING COLOR i• 3. ADDITIONAL LAYER OF 1/2" FIRE TREATED P-2 •'s P-2 P-2 o P-2 .4 PLYWOOD OVER FURRING CHANNELS W/ .$ ; 13 CAP 1:)ETAIL. HEW c,sm FLAs41,4 $ s$ (N)24'144"ACCESS PANEL . NEW GSM FLASHING ;1 $ 4 (N)24'44"ACCESS PANEL VAPOR IBAWIER '- .--'`.----.,,s_ I --------"----....,.........._ t 1 1/2".11-0" IT.0.ACCENT WALL , , — 1T.O.ACCENT WALL ; .r.2s.,-0".. , , , , + +,...., + + + . . .. . . T281-0" ![ . . . . , . . . . . „ . . . . . . .. .. . + ++ + + +I,+ + ,1.1111111111111111111„1 SCOPE AT NEW WALI_5 IS CLARIFIED ON SECTION 1....■1 0, i \ 1 DRAWINGS. 0 0 (E)WALL TO REMAIN. (N)ULTE SIGN 15Y OTI-ERS. . = C. . (E)WALL TO REMAIN. (N)ULTE SIGN E3Y OTHERS. ■ \ 0 ill I ! = ‘ 01 (N1 ... . %14 ) 1 I ...+ + + + +r+ +;' \ ; 101111; ++ + + + +, (N)ROCFING ■ (N)ROOFING . I i I,;:y—MEMBRANE.EXTEND 'ci:. •451 (V TILT WALL _ , OILT.O.(E)WALL dikT.O.(E)UJALL , /MEMBRANE.Exreo coal T.O.(E)WALL o 1 .0Ct41-10" T241-0" ,,stim-...,..-, 1,24'-0" . ROOFING _ +241-0" ROOFING _ .., - . 116,!, , 12"MIN AT ALL(E) N I II 12"MIN AT ALL(E) 04 ,, EDGES o 4 1 1) EDGES - •- ,... -.. ,. ,. ■ . 1 . ., . : (N)CsSM CAP - . . 4 -----,,,,,-,, '. ,r.IM:07,r,.:,-,,,,,r.2.r'farlt:Ini`."4„:4, \ I I 11 '$ ' I Fri-I.,1 i FEELITIT, ThILTIITiTE. -171:11.1Li [ 1 :2,2 ' „im,--,.....ktmwa...,..T.,,,41,,,,,,,,,,,... NEW 6"METAL siup - New b"METAL STUD .4 '- ,F..,t,---- ..--- ,-1--E,..-4,- -. 2 - it.- -4.,.,..&., ---,*,,,-,-atz.-1--,,::::-L,-_-,-T--i,i $ ......., ...,. :.,,-- AT 16"0.C. AT 16"0 . --lir i r ---- - -- ," - : -.-• I . . , . ; ,.. -„......=...9 , '',, 0 --- - -------- - Lith:'› z I, r,li , ,„,-:,,.: : . .,, . . . . .. 1 -2...,,, rrK-r- . . . .. , , , 1 . . , I . ___.. .,,,,,r,,,..- . $i, :'. .' . (E)TILT UP 11141-1-TO REMAIN -+ ....131 I, „ ., . 1 (E)WALL TO REMAIN. ;• ,,- J. , 1 NEW ANGLE MACE.SEE . 41 .,,,'4 i . 1 SOX SEAM SEE STRUCTURAL . ..„,- , BOX SEAM SEE sTRuctuRAL , • i ., . STRUCTURAL DRAWINGS. , , . t / .. ,,, I ;,, - ...i D . ... - . DUZ$. o 44 . 1 . h ,..„. ,:,,-,,, ! 1 - I . o- 4 4 -. i , ' I ' E . !,,, . , ..E . . , , , , , . • :...,,,,., !, , , • — . . , . . . , , , , , . _ . . - . „ . . , . . . . , . . , , ..,,- , i . , 0 114 . , Ai _, : .. E 1T,O.(N)INFILL WALL . : . . , . C +W-0" $, ..: 4. ++ ++ 3:,... ta . -.4111111111111- i 0 $, „.:. . ++ ++ . , . _., ... L-- .............,—- NI lir_ , E NEW P' EIFS SYSTET*1 OVER 1/2" NI ! ., 1 o 1■ . . . ; I I -t. DENSGLASS SHEATI-111 • . i ,i- + 4-- I ■' i a I I i will ili 1 i ,,j,T.o.04)STOREFRONT ,:4. 11 ,0 ____. T...(N)STOREFRONT ;1, M.Ilp MIIIII_LT:----wil‘iliiiiiiiiiiiIIIIIIII I I 0 ? --. ,.0.......... : ' , . 4,gcer I ..' T14 at,.. 0 1 '4 $ , .. .'„ ,i ..- ' - C•1 : ,1$4 4.-' ' v- (N)6"METAL STUD ' 16"O.C. ;1 4 :•-: ; i NEW EXTERIOR RECESSED 3... . :.-. •-• 1 : o .1 . :- ., ,I LIGHT m .1 •- - ,, NEW EXTERIOR RECESSED _ id 41 ., -• i . E '41 • . -, , • ' 1 LIGHT 1= 1; 4 .•=-2 "I :44 k '■ ' , 41 • :''- . : 0 (I $l $1 . • ,,,, 1 , $1 I N •- - , . . , d . - - 1 . . . . t .-,.i : ki -I ., "6 s, • . : . •4,-,,, -; • •. .., 4,4.. -, -.1 (N)ALUM.STOREFRONT .. , . (N)ALUM.STOREFRCNT ,.. ,,, . 1 . 1 * 4, 41 . . .., . , BOX BEAM C•1 '41 SOX BEAM. , ; .1 : ,..,;, ii ., :,-.,. .:-.; • _, i 13) .1 ., •..,. ., IA - ,,.:, IIIIIIIIIIIIII S.! UI $1 :..;'"' -;: . E or o, . El 1 NEIL) EFS SYSTEM 0/(E) t-- . f :1-___.:11 6 o 1 1 • A•4 , $1 TILT-UP WALL. ,,,, ..,, , • .: ....- i al. 1 1 I ill H r cr„Dih ; 4, ) . r9 It I - .-4-22,,, ..... 4 . . 1 63 c i t..,,,.---; . . : , . ; I i 4 1 X' 1 . i 1 . . , , , , . , , , , . - , . . . . . . , . , . , . . . . , , • . . , . . . , . . . ,. , . . . , . . . . „ . , . , . . , . , . , , . . . . . . . . „ , , . , , . , • . , „ . • . . . , . , , t ' I EL< $1 - ; , r $' 4••' '. •i 1 • . .,,,•, i i I E : ,.... 1 41 4' t• . CD h. 1 t •'". , al W $1 t, • ''• " . to lc o • ,, t ', , I 1 i _ ."'i 4: . , I 1 . cn er_ .4, , . , . , .,, „'..4 . , - ci 1 .4, 'o' t. ..., . . . pi m PLAN C.NECK SlaMITTAL 05/149A0 CI Et $' # . ! . ./x i 1 1 II X* ] ' •22' '' LL REVIEW SET 0410110 0 le v . I No. Revisions and Milestones/Submissions Data -6 ■, t ' . ... 0)Ce (IV Cala CURB SEE SIRUC11.1R4L. ;1 :' . '-'- I II TIGARr:) OR , x $ a $ '4' bi 0 ULTIMATE ELECTRONIC.5 o ..--- 0 ; , i , , o w I 1 100.31 CA.SCADE AVE ;< .- . .. ., NI- SEALANT. :',4-‘ • i ! TIGARD, OR to o I I N s! I •- i , o-.4E. I..i. . • ,4 , IMII I I ; CNI..""' •,, ..'• . . ' I II .....,E ,,L FNISH FLOOR ; 1E111 , . III MI 0 Stantec , . I a AF1,1■1.1LR _AFIN.FLR -■,- 1 j Al,, FIN.PLR . _ , - • , -1 1 fill"ELEV.01"01 ' ,-...., ,,.„...._ .r --::---;:7. .--...,:, , ; .1 , . ..-.: ■r 0.-0. D in . -..., . ' '' '''' :.I -'e:,-i Stantec Architecture Inc. Tel 707.765.1660 ---** , '...,',-. ;- ,-, ,„1- 'I ,- ' ., , ,,,,,..„... I■1 4. 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'„. .''.., ..' „.... ..i:'.....1 . 2001649004 o —, :044(0/ , — 77 o_ I ../- a) .0.- , ,-- Scale i... .......4”, AS 5140.114 I a: a. 16 WALL SECTION 14 (E) WALL WITH (N) EIFS LAYER 12 UJALL SECTION 6 SIGN 15AN D 4 WALL SECTION ' ENTRY . . sb- en 4500 . A0,- .." TE Store No. Promise No. gi illeviosid A-1.1 6 .: 2: , 1 .,i, 1/2" - 1.-o" 1/2" - 11-0" 1/2" - 11-0H I/2 = l'-0 i, i/ , C 1,4 (...,,CS00... _ 4c...N.„, f t 0 F cAN. vi,tt.J 0 (-2, 2010 ,,,i,...5 L i L L i 111 ....1 y A 0 ELIECTERC)RIOC@ DESIGN AN CONSTRUCTION 321 West 54th Avenue,Sults A p(303)412-2500 Thornton,CO 80260 F.(303)412-2514 GENERAL NOTES - 3: 4, Pat'CA 4viemed ALTERNATE PRICING - ACM 1. G.C. IS TO PROVIDE AN ALTERNATE PRICE TO USE ACM PANELS IN LIEU OF EIFS. SCOPE TO INCLUDE Al EXISTING FACADE A. REMOVAL OF ALL ElF5 AT FACADE AREA. B. INSTALLATION OF TI-IE FOLLOWING: 1. 1/2°FIRE TREATED PLYUJOOD OVER EXISTING DENSGLASS SUBSTRATE. 2. 3/4"METAL FURRING CHANNELS 0 16" 0.C. 3. ADDITIONAL LAYER OF 1/2" FIRE TREATED PLYWOOD OVER FURRING CHANNELS LW VAPOR BARRIER SCOPE AT NEW WALLS 15 CLARIFIED oN SEVIN DRAuJINGS. NI SHEET METAL CAP FLASHING :::.11, TOP240FcØ(En )AFLUALF. L. i -.' I' i '''' ' i (E)ROOF TO liEllAIN 7-14 A'''''•1— 1— 1--''' l'" I '--1 --, -.-' , ' o I CMU WALL TO REMAIN (N)STEEL ANGLE E3RACE- SEE STRUCTURAL i , DRAWINGS 1 ' - 1- (N)2" EFS AND E , : REVEALS DIREctLy *.E i ... 2 1 APPLIED TO(E)TILT P .E ,.. WALL F'ER C i ' ' MANUFACTURER'S .- 0, SPECIFICATIONS 0 1 ' _1 i'' . 1 , E 1 ,, : NT I .4- oi o o 1 6 , 146 N. .. . Al2 , ....„....... ___ a "1:----■ 7 . , 1,3 +13'-a" AFF. E ( : ' ' (5°N)TTS. °E.AM ) „ 4-1 o //17• \\\\ r-- I ci k\\/\:::-...'-;\;\.....i.I'' ' +10'-0" AFF.thh hi , Top OF (N) OPENIN , \ \ z (N)TS ca..4 Estt-eiE .4- '...... ••• •••■■■•• $TRZILR61.DR412■CIS 04 6 77 U 01 E 6- (N)ROLL-UP DOOR ii o, eD 3 01 "0 0 oci E 1 r■ < Ld I 0 i < 11. z J6 E Al2 L. I (N)!BOLLARD !BEYOND- al(r SEE 5/A13 - _ e)X -;' - _ m [1,- ...... — (E)CONG.SLAB TO REMAIN I I PLAN CHECK SUIBMITTAL 013A0/10 3 L,_ O ce li REVIEUJ SET 04/01/10 X z(E)AC TO ce= 201-0" 0 2 / REMAIN l''' No. Revisions and Milestovies/Submissions Da to ce .o 0 1 TIGARD OR .„ 1:-7 l< .4t- it; iik A ULTIMATE ELECTRONICS o ..- 10031 CASCADE AVE 0 a) •zi) jk" TIGARD, OR 01-0" .44. AIM co FINIS1-1 FLOOR W StanteC 0 49 CN -- • g W -43 ..../.■ ■•■■ ••••■••• ■■■•■ •■•■• MIMINI..... , —J 1 D in '''., - : ''''' 1 . ./...d. ' ( t .::----:.::',..--,.,..„...1„.„, Stantec Architecture Inc. Tel 707.765.1660 N • ..,',...‘,/ T:; ;--,-..-,-,, -,./:, ,-l*:,''y!:,3i;''''if:%'',;irc''''f '4'i'lr '?"'..!;'''V'k'"j-"-,''T'''-''7 ''''7')''''r'r.k7sN''. 54,:f ‘,:ilki-vs,-:::, 1137 N. McDowell Blvd. Fax.707.765.9908 i \ ' . .0 0-2,0 , , - ,,,,--., 1-, ,.=.---,T-A-,--...,,-- z:Za.z$, ..:-::,,i- .....,:',i-..:;1 .,:',',4 „, j„ 4, - ,,, '--'' k,-"-d, , ..i, ,,, ,A /........ 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AS 61.4011.14 a (.1„ALL SECTION e SIGN 5AN D ..:- . , . 445e)e) " ' CI Drawing No. 4,0 2929 ....4 *e-Yo'../..r.,-t,„,,,t :;,i;;,,,,..c,,,,r,,,, ,,:t. ) Al.& 6 1/2" = 1'-0" ill ' OF 011:$'4 ,y,„:1-,,,, 0 0 it ; lio‘r.:: Roo 0 ii...LF): SPRINKLER : .r I I 1111_,(r421 1.,.._ _;24143,I-C..1 3:.....„E:_I-12 (2)i711:°1'li''il' 1' '' L 1 rl U 5 .,E.j L..Fj u — L J —To 1 / •-..::::::.,.:::.-.:.:_:::_:::::1::..:.:-....:::,:•:.:,,,i,:.:...y,,,,,.:.:,:,:.,•:.:.:.:.:_:.:.:_:.:.:_:.:.:.,:.:.:.::,:.:.:,:.:.::.:,:::.,::.es:::::::::::.:::::::::::::::::::.::::::::::::::K r . i c / . :::•::::::.. . • , 0 ELECTEORIBC-IE i / , , 11 --...:.:::::-.::-...:.. : .-.,..::::•:.::•••..:..... , -..:::•,:::::•:.. ......,.:....,.. DESI-IGN AN L) CONSTRUCTION , 1 , . . . - • - - ...... . . ..... _.• •.. ... . . . . .. .... ....... _ • • • . . . . . . . . _ • . . . . . . . . . 321 West 84th Avenue,Butte A Thornton,CO 80260 p(303)412-2500 r.(303)412-2514 • / . , • . i . , ,••:-.:.:•::.:..:':•:....s.. . . 1 •:.::.:•::::-.. . - . 0 0 o o ....,.._........•...............................:...........•::::.... ; • .•••.-.. . - . GM-1c i cLU-4 GM-1c . • . , . - • FN-6. . : . • GENERAL NOTES . 41111 . „ „... ,, 6 ; _......._.... _ . 0 . ._ _ • k . • 9" • . . . • - . _,.... _... . _.,.. _.... _,.., . ....... 1 ,..,, : , •••■••••- , • , ,i. .' ' ''''-÷, 111111111111.1111111111.11111111.11111111111111' .IIIIIIIt' 111111.1.111.11111,111.1111 .1.,,'''' .••..•..,•.• ...-•:::.:::',..::.,,..,..y. I. PROVIDE BLocKNG FOR ALL STANDARDs AND i 9 .m..i....i.m. . , Gm-6A - , .• •••• .............-.. 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FLAN REVISIONS 411 . ___, ....,„ ,............,,,_ _ _ __ ........ i , ._...,,, Li 4111111111111111111=111111111111111111111111111111111111111111111111110 IIIIIIIIIIIIIIIMIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIW 411111111111111111111111111111111111111111111111111111111111111111111111110 ______I 11•111111111 or • '-‘111111 o o o o , I . . If 1 1137 N. McDowell Blvd. Fax.707.765.9908 I i 1 . . , I MARK DESCRIPTION OF CHANGE DATE , . i , ' Petaluma, CA U.S.A. 94954 www.stantec.com --- 9/2409 A Drawing Title 0 2 5 10 20 30 40 F I XTURE/ EFRCI-IAND ISE ,.. -,- 11Fir,. „„ . ,,,, , Dram ProJeot No. rif ' - 2001649004 3/32"=1I-0" FEET r -• ''. 1 ,•TE Store No. Air Scale -,2 ..... •.• 4 alli* ..r, ,,.. " Alp• $' , W lii 0,;,1 :, ' 4500 Drama No. ARP . ME fRCHAND I 6 NG FL AN Wand Fl 6 -.IL,. .1,' , -'1s . - , . ,... i• OF ReP0/16TN.114)7L1 ANG;a1:1:14E:KREVIN1 IRM:Eterie."13111;86:1/1547MTTALC3R6 ime JUN G: oFFICE _ ( .1.,6) (?) 5 Q.:___:39 ..E) ....F) (,...9) L 1 y L ,...111 / r.-- 1:,.y„:,:::.:::::.:.:•:.:.:,,..:...,::::,:-.:.,:.:.:.:-:.:-,:,:::::-::::.:-:.:::.::::::,::::::,....,:,,,,,,,,,,:. y.:7;,--_____Th--, )[7. 1 tc r ::_i.....::::: .:..::.:..:.... . ..,:.,... 1 ......A..1._ ...._. / , . 0 ELIECTROIMOC@ ,.• / : , -.•:•:::: :.:•.. • •••••::::: .„ DESIGN AND CONSTRUCTION 321 Wag 54th Avenue,Suite A p(303)412-2500 / ; , =3 •,•::::..:::::-:.,... -..-...,.. Thornton,CO 80260 F.(103)412-2514 ,.. Ji . ..... . . . . , • o 0 0 0 . . ......................„-..„......:....:.........................:.....:.......•..:.•:. -.•::...::.::•.:.. . . . • . .................................................... . • • . .':-.n::•:..:-:.:•::. • . SPRINKLER ...-.• -.:•::•:,:•.::..: n■nyrot,mm_,,,,,,,,,4,,,,,,Awoo . ' 120 \ , , „ .. 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StanteC NORTH 1 li i 1 MENEM . . ...J • I . , . , • • , . • witio wirmastromm.................... 1 •-•-_,... ,1 , Stantec Architecture Inc. Tel 707.765.1660 , . ......• i , ...i. 1 -i . 0 1137 N. McDowell Blvd. Fax 707.765.9908 Ile .. : Imo No Pr -Iv 0 0 0 0 1 • www.stantec.com Petaluma, CA U.S.A. 94954 . , Pr"ritis F I XTURE L COAT ION .. 0 2 5 10 20 30 40 . , . . , 4 15 el r) Gil 0 0 0 .. 1442,100.No. 2001649004 3/32"=l'-011 FEET . livz TE&me No. Goths - .---- ..--- .. 4r: i *:.'VV. NSON t'es 4 0 0 r`m) Drawing No. 1 6 F 1 XTURE FL 4 C EMEN T PLAN OW • iiimilswe _ s r: d F2 a • POL CA „.... IP. 014,0014 cysts 1 a 0'lc te,s44,,,. v 4.- OF Ov. 1,,,, , (-3 2ro ,,,... ,i1 t., _ ________________ . ______ ____ „„. _ ... _ . _ _.________„._____ ---1 — L J —y L J F I XTURE/EQU I FMENT SCI-IEDULE 1 F I XTURE/EQU I FMENT 5C1-1EIDULE i --] A , : 1 -1-1 - i LOCATION i LABEL 1 FSUPPL IED I INSTALLED i I i IDESCRIPT ION MANUFACTURER! NOTES i LOCATION LABEL ' ID E SCR!PT ION 1 MANUFACTURER ' LIE I INSTALLED ' NOTES 1 III _ 1 , 5Y , BY 1 . __.....1 —1____ ____Al i —---1- I--- _„____ „.„ i .: 1 , i i COMPUTERS ;PC-IA !COMPUTER GONDOLA 1MADIX STORE FIXTURES :ULTE 1GC SEE 11FR'S INSTALL GUIDE ; t ;,-i- . - T - ----T- _ 0 ELIE-CIFIRK5k11C@ CON6UME FR .MADIX STORE r : , 10E-I IAN PACK GONDOLA 1 ULTE 1GC SEE MFR'S INSTALL aucE 1 : , :FIXTURES PC-le :COMPUTER ACCESSORIES ON GM-IS MAPIX STORE FIXTURES 'ULTE GC :SEE MFR'S INSTALL GUIDE DESIGN AND CONSTRUCTION - ELECTRON ICS 1 1 , - . — -- : -4 4- -1 ! CE-2A i T.V.wALL tiAoix sToRE uLTE lc, !SEE 11FR'S INSTALL GUIDE 1 'PC-2A !OPEN COMPUTER TABLE -,TE150 STORE FIXTURES !ULTE IGC _ 1 1 1 E&$TOE 321 West 84th Avenue,Suite A p(303)412-2500 ; I- 4 ' Thornton,CO 80260 f.(303)412-2514 IMADIX STORE 1 PC-213 iCAGED COMF'UTER TABLE .TEBO STORE FIXTURES i ULTE i GC ;- 1 CE-28 ISHOW WINDOW T.V.WALL 1ULTE .__t_GC !SEE MFR'S INSTALL GUIDE 1 1 j . 1 , 1 FIXTURES :mAoix iToRE ______, :PC-3A 1COMF'UTER SERVICES CASH STATION i woor)tucciseRs OF DENVER ;ut_re i GC -- . I CE-2C 1SMALL Lco GONDOLA ----t ULM 1GC .SEE MPR'S INSTALL GUIDE ' I i 1 ....- : GENERAL NOTES • -i-- :FIXTURES I ; : MA1::,IX STORE I 1PC-315 I COMPUTER sERvices COUNTER 4171ADIX STO1 FIXTURES :ULTE GC SEE MFR'S INSTALL GUIDE ! . I CE-20 1MONSTER TY.WALL 1ULTE GC 'SEE NP R'S INSTALL GuIDE , . :FixTuREs --1.-- • .. t r , „._ , : . MiAIDIX STORE 1 I PC-4 IFILE CABINETS •STAPLES I ULTE IULTE 1 • ICE-2E-A 'EXTENDED WOW ROW T.V.BAR IULIE 1GC 1SEE MFR'S INSTALL GUIDE , ______ I 1 ,,.._ FIX'TURES 1 . -- -----------+--------- - t--------------t- • .___________„__ 1 i 1 PC-5 -7 !COMPUTER ACCESSORIES ON WALL 1MADIX STORE FIXTURES ULTE IGC ',SEE MFR'S INSTALL GUIDE ' :MADIX STORE i , , : . . . ICE-2E-5 1EXTENDED WOW ROW WI i UPRIGHTS ULTE I GC 'SEE MFR'S INSTALL GUIDE -.1 1 :FIXTURES 1 1 MADIX STORE 1 .t : , : ..._._._....,....„.....„..„.._ _ .. .._„.„_......„....„„....______„___„ , 1 CE-3A 1MOUNT DISPLAY IULTE ,GC ISEE MFR'S INSTALL GUIDE GAMES AN C> i : , ICsAMNG PARTITION FIXTURE 1MADIX STORE FIXTURES i ULTE GC 'SEE MFR'S INSTALL GUIDE FixuesuLTE :riAt)--ix. STORE 1 1 MOVIES :i GM-IA 4_,_.= I CE-3E3 'MOUNTS ACCESSORIES ON GM-IS GC !SEE MFR'S INSTALL GUIDE ' . FIXTURES , i ' : _ NIX STORE !i 1 !GM-113 'GAMING PARTITION FIXTURE imApix STORE FIXTURES 1UL TE 'GC 1SEE MFR'S INSTALL GUIDE CE-3G !MOUNTS GONDOLA ULTE 1 GC SEE MFR'S INSTALL GUIDE , . ' FIXTURES , -I WALL MOUNTED GAMING ACCESSORIES IMADIX STORE FIXTURES IULTE IEEE MFR'S INSTALL GUIDE GC-1-- i „MADIX STORE + I G1-IC 1 , CE-4A 'SOUND BAR DISPLAY I FIXTURES ULTE 1GC SEE MFR'S INSTALL GUIDE !--------- -,-- --' _ , , ! , . : -1- MADIX STORE .--tI ' I ;GM-2A 1GAMING/MOVIES GONDOLA . IMADIX STORE FIXTURES I ULTE IGC 1SEE MFR'S INSTALL GUIDE CE-4 1OUTDOOR SPEAKER DISPLAY ULTE I GC SEE NPR'S INSTALL GUIDE 1 J 1 ' -111LGICLTE , 'FIXTURES _ __ , 1 , IWOOD WORCERS OF 1:1194VERIL.u..TE —1Gc i- —1 !GM-28 WIDE CvAMING/MOVIES GONDOLA 1MADIX STORE FIXTURES :ULTE 1SEE NPR'S INSTALL GUIDE i . -1 IIRE—CEIvER—C-A8—iNE—T4%USE----ME—TAL "L'IT31RACKE---T(2 EACH—)'fa'-54-C-u-RE- 1 10E-4C !RECEIVER WALL WOOD WORKERS CF DENVER 1 ULTE 1 IGM-3 PLASTIC CARD TABLE 1vErsupoR Teo i ut_TE - FIXTURE TO UJALL _... _ . ;._. , ______i , , ____ .. ., mapix sTo RE H 1 : 11 ' 1E3RE RE I IGC . . ' 1 - ,CE-40 AK ISPEER WALL ___ V :ULTE i GC SEE MFR'S INSTALL GUIDE G -4 GLASS CASE TE0 STO FIXTUS ULTE - FIXIIRES -- t ; 1 ---1 --1-.-----------------------------------------------„------'----- , IGM-5 1N/A 1N/A :N/A 1N/A 1- i .. [ -1- _ ______________ . - 1ULTE '- —TIADIX STORE I I— GM-6A IX130X INTERACTIVE ACRYLIC CASE 1 CUSICNORTLICHINCATICHCCI1 I ULTE I CE-5 'ROLLING PLATFORM 'ULTE 1GC !SEE MFR'S INSTALL GUIDE ' + 'r" , ' ; 4 FIXTURES 1MADIX STORE .1.1_ I -I-- -I ..,1 : .. f GM-613 1PLAYSTATION 3 INTERACTIVE ACRYLIC CASE I CUSTMACRYLICFAERICATICHCCII !ULTE 'ULTE I _ 1 CE-6 4-WAY 1ULTE IGC SEE MFR'S INSTALL GUIDE 1 ..., . 1 IFIxrupies i , --! i GM-6C 1WII INTERACTIVE ACRYLIC CASE 1 0.1610MACRYUCFADRICATICRCal I ULTE 1ULTE 1- 1 C E-1 I ACOUSTIC PANEL 1 AC°U8TICAL uLTE 'Go HARDWARE-Z FASTENER'S.SEE INTERIOR ELEVATIONS FOR QUANTITIES.uo-E 1„._________________... „...„.,.:„ ..,.__._.__...4„._______.... J___ , : ! .SOLUTIONS 1 SUPPLIED/ INSTALL WITH 2" CLIPS PER MANUFACTURE'S RECCI1MENDATIONS. 1 1 --t r __ _ _ ,GM-1 'GAMING OFFICE 1MADIX 8TO RE FIXTURES I ULTE GC 1SEE MFRS INSTALL GUIDE ICE-8 N/A i 1 1 . . , : t --J. . -1- . , 1 : , 4 --i-- 1 f . , ICE-43 IN/A FURN I TURE FN-1 ISE I- LVES/DESK Al OFFICE 'MADIX STORE FIXTURES I ULTE GC SEE MFR'S INSTALL GUIDE ICE-10 IOMNI MOUNT DISFiLAY OMINI MOUNTS ULTE GC TFRovipEr) I5Y VENDOR,DISPLAY PROVIDED 15Y VENDOR AND ATTACHED I 1 EN -2 iCHAIRS GRAINER I ULTE ULTE ;- ' ICE-II 1LED DISPLAY I Woop tUORIGRS CF DENVERIULTE IGC I - I -4, — — ---- -' . — --. ------------- - .: --- i : i , CE-I2 i SERVICES WALL .MADIX STOIRE 1 'FILE CABINET _. . 1 GRAINGEIR i ULTE 1ULTE )- 1 ULTE 1GC It3EE MFR'S INSTALL GUIDE _ 1 I 'FIXTURES 1 4 !INSTALL METAL "L" !BRACKET TO sEcuRE TO WALL, 1ULTE -,14111GCuu6 LLLTTTEEE '-i IMADIX STORE 1 ,FN-4 ILOCIGERS AT LOUNGE 1GRAINGER ' ASSEMIBLE AS NEEDED , CE-13A "OVID GONDOLA 1 ULTE .--1-; IEEE TIM'S INSTALL GUIDE ' , -4- , . , FIXTURES ' IGRAINCsEIR ' _ _, IFN-SA 1TABLE AT LOUNGE 1ULTE - 1 , 1 •mAptx STORE T------- t 1 I CE-1313 'DVD UJALL I(Lit _Lc.75, 11-SEE MFR'S INSTALL GUIDE 1 , , I 1 1 FIXTURES 1F14-5E3 ;CHAIRS AT LOUNGE/OFFICE !GRAINGER i ULTE '- .._ ___._______ _ 1 CE-I4A IMONSTER ACCESSORIES ON CE-13 .MADIX STORE----1-14.-TE --- IGC ________„. - iFIXTURES 1SEE NPR'S INSTALL GUIDE I ,FN-6 !TRASH CAN/ASHTRAY iGRAINGER 1ULTE.. , i.- 11--- _ 1 NIX STORE -1- 1 _,._____ ] - T 7 1—CE..1415—A 1MONSTER ACCESSORES GONDOLA 1 ULTE GC 1SEE MFER'S INSTALL GUIDE 1 iP4-1 'TABLE AT GM OFFICE ,GIRAINGER 'ULTE IULTE s- . CE-l48-B :MONSTER ACCESSO STORE ULTE RES GONDOLA liOsC--------- i SEE MPR'S INSTALL GUIDE IR4-8A SMALL FATIGUE RUGS 'GANGER 1ULTE 1ULTE - ! J. ' FIXTURES ---1— -4- . , . , ._ - i i ,MADIX STORE IFN-843 ;LARGE FATIGUES RUGS "GRAINGER ;ULTE 1ULTE ICE-1413-113 !MONSTER ACCESSORES GONDOLA i ut_TE 1 c.ic ,SEE MFR'S INSTALL GUIDE . _ -,--- ',' -i- '_. 1 4— ! , :FIXTURES --1-- 1 :F14-8C 1ANTI-STATIC RUG •VET,IDOR MD . ' I w_TE 1 ULTE , :- , ICE-IS !SAMSUNG LED/3-D DISPLAY SAM I SUNG IULTE 1GC - ,,--- - --i. 1 ______ _____________ ________ 1_ .Fts1-9 'GUEST CHAIR I=G1RAINGER 1 ULTE IULTE , -1 ' i 1_ , -I- ' - 1 4- -4 1- , ! „ ,PN-10 1AREA RUGS i o!LC RPET EXCHANGE jUL TE 1ULTE --I- ; ! APPL I ANCE 5 i AP-IA APPLIANCE ENDCAP PANEL .WOOD WORKERS OF DENVER ULTE , , iFts1-11 !FREESTANDING POS STOOLS 1 ALLSAIRSTOOLS.COM 1ULTE 1ULTE 1- • , AP-II3 1APPLIANCE SIGN CHANNEL „TEI30 STORE FI>CTURES ULTE GC - , - : _1_, 1 ,, - 1‘ , .1, . • 1 . [MOUNT TO FLOOR AND USE G.C.SUPPLIED "L" BRACKET (2 EACH)TO . . . i .. . " , 1AP-2 !WALL OVEN CABINET „WOOD WORKERS CF DENVER 1 ULTE ,GC _..it_ , _WAREHOUSE :,:VEN1:>OR TE3D ' , _.i. ' FIXTURE TO WALL --f-SECURE ,- i WH-1A 1LARGE WAREHOUSE RACKING ULTE -IGC . ' , . • 1-1 I -1- mi MOUNT TO FLOOR AND USE G.C.SUPPLIED "L" BRACKET (2 EACH)TO . 1AF1-3 'OTR CABINET 'tom WORKERS OF DENVER 1ULTE 'GC 1 I WI-I-113 1LOCKIN6 CAGE DOORS FOR WH-IA ,VENDOR 11:30 I ULTE 1:1GLCI4liE ' SECURE FIXTURE TO WALL :- . -4 —4-- .1 i . MOUNT TO FLOOR AtsID USE G.C.SUPPLIED "L" BRACKET (2 EACH)TO --t- 4- . ' I AP-4 1COOKTOP CABINET „WOOD WORMS*OF DENVER 1ULTE 1GC ,UJH-2 I!SMALL WAREHOUSE RACKING I VENDOR 113D I ULTE :- , i : --i-. 4_ 'SECURE FIXTURE TO WALL I 1- 'MASTER:CRAFT 1 i W4-3 !WAREHOUSE WORKTABLE ICRAFTSMAN 1 ULTE :- I AP-5A INN! KITCHEN luLTE I GC TASSEMBLE KITCHEN ! , -4- --1 . , :CABINETS , 1 • • ' ILUI•1-4 'WAREHOUSE UJORKTABLE W/TOOLBOX CRAFTSMAN I ULTE 1ULTE ;- . I AP-513 ;MINI KITCHEN .KITCHENAIDE I_ULTE ULTE ASSET1BLE KITCHEN , . . 1-- -I— . I WI-I-5 1WORKTABLE STOOL 1VENDOR TBC> :ULTE !ULTE - 1 AP-5C IMINI KITCHEN :GE PROFILE ILLTE ______4LILTE ASSEMBLE KITCHEN 1 - . -- --11- —} I iGc -- — -oou- is-L-WITACK- -FIX-11.1-RE- ,MOUNT TO AND-U&--G-.CTSu---19.1..----iiip—iJi---T— i WI-I-6 1WAREHOUSE RACK WIRE DISPENSER 1MADIX STORE FIXTURES I ULM 'GC 'SEE MFR'S INSTALL GUIDE 1 AP-6 IDISHWASHER CABINET WOOD tUORKERS OF DENVER I ULTE , ,, ,' 1 : .4. 1 :BRACKET(2 EACH)TO SECURE FIXTURE TO WALL — 1 --t- 1 i UJH-1 15LATWALL 1TEBO STORE FIXTURES I ULTE GC - IMASTERCFRAFT 'SEE PLANS FOR DETAILS,SEE MANUFACTURER SHOP DRAUJINGS FOR . AP-1 IKITCHEN CABINETRY 1 ULTE -7MASTERCRAFT -I . . .: _f_. ,CABINETS INSTALLATION INSTRUCTIONS -4-- ---1 ---1 1.1k4-8A 1RE-PACK BENCH "1,mAo ix STORE FixTuRes uLTE icic - : .MADIX STORE 2 SECTION GONDOLA/FUSION MAPLE LAMINATE/WOOD SHELF/F'EG 4. 1-- 1----- , . . , 1 AP-8A 'CT-MICROUJAVE GIONDOLA • I ' FIXTURES .,I 1,.11.;TE HOOKS/SLATLUALL I WI-4-8E3 1REPACK BENCH 'VENDOR 113D !ULTE _ ., * I- _ ___ _ ____ ___ ____________ „:mApix wore 1 . --- _-_, i _ -1:- lAp-am 'CT-MICROWAVE ow CE-14 OR PC-1A ULTE 1GC SEE MFR'S INSTALL mum i 1 : :FIXTURES 1 ' . _...„. J AP-9 ;SLIDE-IN 1RANGE FIXTURE I WOOD WORKERS OF DENVER ULTE IGC - CI-IECKOUT t ---1 -t- r i — --____„--- . —1 STAT IONS i CW-1A-A. i'IAN CHECKOUT STATION I 1 WOOD WORKERS OF DENVER I ULTE ' GC 1" lAp-io :VENT/RANGE HOOD DISPLAY .f3ROAN/OlLNER ULTE 1ULTE ,- - -, ' 1 .. -, + ------4 —I- :. APPLIANCE ACCESSORIES ON CE-I4B, 'MADIX STORE 1CW-1A-I3 IMAIN CHECKOUT STATION {WOOD WORKERS OF DENVER 1 ULTE 1 GC 1- 1AP-II !ULM IGC !SEE MFIR'S INSTALL GUIDE . 1 _ t. - I 1pc-tA,OR AP-8A FIXTURES 1 1 -I 1 -4 1---1 - i CW-1A-C 'MAIN CI-ECKOUT STATION 1 WOOD WORKERS CF DENVER !ULTE 1-- -I; I , : CUJ-1A-D 1MAIN CHECKOUT STATION i WOOD WORKERS OF DENVER 'ULTE - ' !BILLIARDS CUE DISPLAY [woor,women cF DENVER 1ULTE 1GC !MOUNT ON WALL, INSTALL WITH SUPPLIED FRENCH CLEAT,MOUNT 5orrom OF DISPLAY AT +36" ICW-1A-E : r.lArst CAECKOUT STATION l'WOOD WORKERS CF DENVER 1 ULTE IGC GC :... 1,--- , I - 1 5L-IA t 1 t- IMOUNT ON 13 WALL, INSTALL LUITH SUPF'LIED FRENCH CLEAT,MOUNT B OTTOM OF . BL-1 1CUE DISPLAY 'VENDOIR TD tiTE 1ULTE ICW-113-A ICsAMING/MOVIES CHECKOUT STATION 1 woor)WORKERS OF DENVER 1 ULTE 1GC ._ ,DISPLAY AT +36" ; t i- . i , _. .. —4 1 , 'I3L-2 'BILLIARD TABLE RISER ?DOD WORKERS OF me4vER ULTE 1ULTE ',RAISES TABLE TO ALLOW ANOTHER TABLE TO SLIDE UNDERNEATH i cw-15-15 iciAmtwciimoviEs Ci-IECKOUT STATION 'WOOD WORCERS OF DENVER 'ULTE GC '- ___„..___ -I , . IMADIX STORE luLTE GC , i , -1 1 IBL-3A 'ACCESSORIES ON CE-13A OR CE-148 !GEE MFIR'S INSTALL GUIDE ICW-1B-C IGAMING/MOVIES CHECKOUT STATION i WOW WORKERS OF DENVER 'ULM IGC ,- FIXTURES , , , , mAo-ix sToRE- i cw-e-o IGAMING/MOVIES CHECKOUT STATION i woor,WORKERS OF DENVER 1 ULTE -1GC - 1 13L-313 'ACCESSORIES GONDOLA I FIXTURES luLTE c j SEE MPR'S INSTALL GUIDE __ i , . , • -_______. ____.___ _ ____ ___ _ , .__ __ _ -I"- I CUJ-1B-E !GAMING/MOVIES CI-ECKOUT STATION 1,WOOD WORKERS OF DENVER :ULTE 1GC ;- , ' 1 t--3C 1ACCESSORIES ON WALL MAD1X STORE . „.i. itit_t_TE 1GC SEE MFR'S INSTALL GUIDE - 1 - FIXTURES ,CLU-2 4117:E STANDING F'OS POD GLOISALINDUSTRIAL.COM 1ULTE IGC 'INSTALL WITH POWER POLE,SEE ELECTRICAL DETAILS . , -, ' . IL-4 1LIGHT DISPLAY MADIX STOIRE 1 1--- I 1 !CW-3 ! —1 . I UL:TE IGC I- 1 I ; 'FIXTURES 1 : I -t-- , _______„ _„ _____ ._ „___..„.._„„__ 1CW-4 1i UPRIGHTS 4 SHELVING .0 CASHLIARAP i mAo IX STORE FIXTURES I ULTE 1 GC ;SEE MFR'S INSTALL CsUIDE I L-5 ILOCKING ACRYLIC CASE •TE130 STORE FIXTURES 1ULTE ULTE '- 1---- ' --- , , ! . • . I 1 1 13L-6 'HANGING POOL TABLE LIGHT 1VARIOUS vEwpoRs ..,t ULTE !Go ipoot_ TABLE LIGHTS HUNG FROM CEILING BY G.C. ; ;--- i . . ' _ -I--- -* - ; E i , , VISUAL . 1N/A , " . . 1 4- . ..-4. I 1 — ,1 NERO-IAN:DISE , .. .... .., CAR AUID 10 4 i CA-1 CAIR AUDIO DISPLAY —Iwo=&AKERS CF DENNIERtIZTE 1 GC I SEE ULTE DESIGN MANUAL ,______ -i- 'VM-2 i D I SPLAYS4SALECOM l'ULTE GC '.- INSTALL !BAY 1CA-2 1GRIDWALL IMADIX STORE ---1 1.41, BOARD 1ULTE , rUITE IC:5 SEE MFR'S INSTALL GUIDE , 'FIXTURES VM-3 I3-TIER !VENDOR 1130 1ULTE - .____t__ ,CA-3 'WORKTABLE W/TOOLBOX CRAFTSMAN 1ULTE jULTE .- 1NEWSPAPER/AD STAND , IKASPAIR CO. :ULTE 1ULTE .. I CA-4 !WORKTABLE STOOLS VENDOR MD L_U_L__' TE IULTE -- VM-5 NEW !RELEASE BOARD VENDOR T15D 'ULTE 1ULTE ‘- _____„..._ ----t,--, -,, ---f- _ . __________________ _______ .._ . _____________________________ 1 , I CA-5 1STOIRAGE CABINET MADIX STORE 1ULTE LULTE - . _____ ___._ -t----- 4- 1 -FIXTURES I i 1 - - -I i - - : , IULTE ' _ I CA-6 ISTORAGE RACK TIES4LESS.CCM 1uLre 1GC SEE MFR'S INSTALL GUIDE EQUIPMENT 1EQ-1A 'ROLLING LADDER Al SALES FLOOR iGRAINGER I ULTE 1ASSEMBLE LADDER - - _ ,_,,,_ __ -f * I- i „*,.........____ _ ... ,..„_,....________,... „. - 1., . .., , ! . IEQ-1113 IGIRAINGER :ULTE ULTE ASSEMIBLE LADDER PLAN CHECK SUBMITTAL 05/10/10 1CA-1 ISTORAGE BIN/CABINET SMALL ITEMS TIES4LESS.COM ,ULTE 1ROLLING LADPER AT WAREI-IOUSE . If LI-REVIEW SET 04101A0 ICA-8 1 SLATWALL 1TEIBO STORE FIXTURESTI.ICT-E 4C$C_____, 'INCLUDE BLACK CHANNEL INSERTS / MOUNT'BOTTOM OF DISPLAY AT 46" 1 EQ-2 A ISERVER RACK AT SERVER ROOM IVENEX:IR TI5D . I ULTE IULTE 'INSTALL EXPANSION ANCHORS,AND BOLT TO FLOOR 1 '- • -- ________ .__________„ -4- ‘-- ±- , No. Revisions and Milestone.Mubmisorons Date , . ' I EQ-2E3 !SERVER RACK AT FRONT OF STORE 'VENDOR TD .ULTE 1ULTE 1WALL MOUNT LOCATION TO I3E DETERMINED BY ULTE CM _____..,.._._ _ _. __L, , CE-ACCESSORIES 'AC-1 iGLASS CASE TEIBO STORE FIXTURES ULTE —1"-GC -SEE ULTE DESIGN MANUAL I ; :EQ-3A + : ---,1- i _ 1 COMPRESSOR 1...- 1INSTALL EXPANSION ANCHORS AND BOLT TO FLOOR TIGARD OR :.... ,__ ______ __..._ ,_ •AC-2A 1 1ACC.ESSORY GONDOLA ! MADIX STORE 'FIXTURES ,ULTE I-GC SEE MR'S INSTALL GUIDE !EQ-313 f- ICOMPRESSOR REEL 'GRAINGER I ULTE 1ULTE ' 'MOUNT TO WALL PIPED AIR COMPR.ESSOR,SEE 9/A1.5 - ULT!MATE ELECTRONICS -- 4- - - • _____ ________ ,________________..__„.,„_.___„._ .____.___ ___ . 1- t t- ---- 10031 CASCADE AVE 14C-213 WIDE ACCESSORY GONDOLA :mApix sToRE TuLTE Icic SEE MFR'S INSTALL GUIDE 1 EQ-4 I TABLE SAW/ROUTER GRAINGER 1 ULTE 1GC 1- TIGARD, OR I 'FIXTURES + . _. . „MADIX STORE-- I I EQ- !EXTENSION CORD REEL ; RING 1 ,ULTE 1GC ' TILING 1 I AC-2C IACCESSORIES ON GM-11 3 1 ULTE 1GC i SEE NPR'S INSTALL GUIDE 5 GA ER INSALL IN CE ---1,- , _ , „FIXTURES . _ _ ..___1- ,1:11!CluCULLTTEE um I''''..- I AC-3 INTERACTIVE CAMERA TABLES :VENDOR TED I- 1 EQ-6 !DOCK LEVELER ,, ._ . i!vEND0RESUNNIQUIPMIT EQUIPMENT/KELLEY ;I uLULTTEE fi Staritec '..111-TE_ IGC : CUSTOMER seRvice couNTER :vENpoR Trey ULTE 1GC i EQ-1 ICOMPACTOR 1VENDOR MC> 1ULTE Stantec Architecture Inc. Tel 707.765.1660 f---- t---- ___ ____ __ — 1 1 1 ,EQ-8 I'WAREHOUSE LIFT , ± ---- -, ---,-- . . . „ . 1137 N. McDowell Blvd. Fox.707.765.9908 I E,45 (ELECTRONIC ARTICLE :EQ-9 1vENOOR MD :ULM 'GC INSTALL OUTLET PER E SHEETS www.stantec.com _..,1 d _ _ ___ _ _ ..,.. ___ - i SURVEILLANCE Petaluma, CA USA 94954 . , i EQ-10 'FIRE EXTINGUISHER .VENDOR TEC 1ULTE ULTE SEC PER LOC.SEE T-2 FOR LOCATION AND QUANTIrr , Ordains Title * I EQ-11 1QUEUING POLES 1GIRAINGER I ULTE 1ULTE :- F 1 x......uRE scHEDuLE , ! i_ ! , . :EQ-12 .SAFE I VENDOR MC> 1 ULTE IULTE 1- ., If- , A. ,, ..., ., 1 '. ..'71,7 AMU& ' 's Draw Project No. ' 1 EQ-13 POWER POLES i wIRE mu" tULTE 1GC I HP 300 SERIES - SEE ELECTRICAL DRAWINGS FOR LOC. . _ 11W'/ ,-- 2001649004 _ !EQ-14 'CCTV .VENDOR TOD 1ULTE 1 ULTE Lp i GC INSTALL FERESTAL AND UJIRING (SEE E-4 FOR LOC.) ..•-••,,',,,„, -", I,Stone No. Scale r- I 4- OP.,/ :_ - 1 EQ-15 'ALPHA $3 HAND KEY LODA 1 ULTE GC ISCREW TO COUNTER TOP ":24; -.*''--. Wr . I. 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CAR INSTALL . , A / CAR AUDIO 109 .1 r------I WAREHOUSE ; , . :, , 101 o. : 0 I I 115 , 4,,, ...LL_Lo___I 'i, ^ . • • PLAN CHECK SUOMMAL (DS/10/110 , I 1 1 1 - 1 , 1 1 I , '---- . 1 -*-- : . 1-1,-REVIEW SET . 04101/10 I 1 ' , , i --I , , . 1 I I ; 1 I ! 1 1 i i I ; t 1 1 a i - • .• I I • , i I ; IP' i •-41, ,- , „ . ,, 4.1, , No. Revisions and MS96#.0r10#6/Submissions Psi us '- .„._ 1 _ *, ., •-•I i [ „_,... ...i. I- ---1 -1 - 1 LOUME ! „§. ,,„ :.„, $ , . i i 1 ,. . „ , , :,.-,i , .I , 1 1 I ! f 1,,' 116 $ $\-- ,, ,, !‘! / . U TIARD, OR i 1 ..I 1 i 1 i 1 :v '..:1'" . . . .. . , , II 1 ULTIMATE ELECTRONIC'S I 1 t 1___I 1 : ,„ ,. .- il . 10031 CA.SCADE AVE i 1 :':1, . . _ i , 4_ , 1 i ,.., 5 :11 TIGARD, OR . 1 i 4 1 , 1 I 1 g PHCNE 1 1 : . , i 1 i I ' $ SALES OFFICE 1 • , 1 I I . .• 55.4 i i i r OS. ; 6 1, , 7...,...,..-„.........„.. .: .... , t Al , I I 111 i ! i I 7 I , I i 1 i I 1 1 112 I fr-iikPc1 I S 707.765.1660 I , , 1 i 1 , ] , I i i i i 1 I , ., ., , ; I , 1 ii ! i 1111'710 rnteckcs,,,,ecitakireincnitec. TeL707.765.16 _, _,.._ , L i I._ I 1 i I ' , . . — '1 -9 '----* - r::::1. ,,......- .. „..... .... ..„,................ i - ,....,„ • . pa.. ilia sis i IMIli IIII i -WIN ••■••• P1e13ta7luNn.iaMcDcoAweull.SBA171.94954 . 1 1 1 illr i wFawxw..7st0a7nte7c6.c5o.rn9908 0 0 o o , 1 , .: 1 1 i i ' NOM , 1 , : . I i 1 . . . 1 trauma Titki I T SYSTEMS FLAN 1 1 1 1 , . , , Ø2 5 10 20 30 40 ® 5 0 ro, o 0 0. ,, , .,..,.r, , ..._:. • .% VA A .., . , Dram - , Project No. 200164W04 _ 3/32"=1'-0" FEET # ,o.Aim Store No. Seale 8_ _ . 1,44# 75i4 500 Drawing No. 1 6 All,' IT SYSTEMS FL,LN ,, ,, 2929 16'464'ed _ F5 6 coo ;H f •i, CA ' & fellios, ts IF 40-OF 01CSC'S.*‘1t4 JUN n &- n U - L J - M A L J .J : : _t. - �..a.. delivery, other because standard components at standard mounting heights recognized within the industry or local 1. Coordinate each submittal with Fabrication, purchasing, testing, d er , submittals. Where Product Data must be specially prepared bet M _.r. ,,- c i:-,, a'S-. a GENE, .e,_, i.L. -k-, , ,:.;v`'a",, - °,`q.1 a s,I j i.-<5.; ? ':23it,i_ :.n,,;:i'-.:9,l �, 0 piDAT iF.F. codes for particular application indicated. Refer questionable mounting height submittals and related activities that require sequential activity. printed data is not suitable for use, submit as p Drawings." ____1 :;: ,�,,' decisions to Construction Mane er for final decision. - g 2. Coordinate transmittal of different types of submittals for related elements I. Mark each co to show applicable choices and options. Where printed _______..___ _. _.-__W_____._____ .._ 8.Final Cleaning of the Work so processing will not be delayed by need to review submittals product data includes information on several products, some of which are not �_ _ ._ 1. Work Covered Contract Documents A. General cleaning during construction is required by General Conditions included concurrently for coordination. required, mark copies to indicate applicable information. 0 CL ECTR©E? D in Section 4.13. a. Construction Manager reserves right to withhold action on a submittal 2. Do not submit Product Data until compliance with requirements of Contract A. Conditions E5- Clean each surface or unit to condition expected in normal, commercial building requiring coordination with other submittals until related submittals are Documents has been confirmed. DESIGN AND CONSTRUCTION 1. General Conditions and other contractual documents apply to each Division cleaning and maintenance program. Comply with Manufacturer's instructions. Remove received. 3. Submit preliminary single copy of Product Data where selection of options of the Specifications. p y g py p 321 west 84th Avenue,Sorts A p(303)412-2500 all rubbish from under and about building and leave building clean and habitable. 3. Allow sufficient review time so installation will not be delayed by time by the Construction Manager is required. Thornton,CO 80260 r.(303)412-2514 2. Provisions contained in this Division apply to each Division of the C. in addition to General Cleaning oted above, contractor shall do the following required to process submittals, including time for re-submittals. Specifications. g g q p g 4. Submit 2 copies minimum of each required submittal. The Construction p cleaning for all trades at completion of work. a. Allow 5 calendar days for Initial review_ Allow additional time if Manager will retain one, and will return other marked with action taken and 5. Unless otherwise provided, Contractor shall provide at his expense all materials, D. Clean and maintain completed construction as frequently as necessary throughout processing must be delayed to permit coordination with subsequent corrections or modifications required. GENERAL NOTES labor, equipment, tools, transportation, and utilities, including cost of connection, construction eriod. Ad Just and lubricate operable components to ensure submittals. The Construction Manager will promptly advise Contractor when necessary or successful completion of Pro act. Contractor shall at all times p j p p g p p y a. Unless non-compliance with Contract Document provisions 1s observed, y p operability without damaging effects. submittal being processed must be delayed for coordination. submittal may serve as final submittal. enforce strict discipline and good order among his workmen and shall not employ 1, interior b. if an intermediate submittal is necessary, process same as initial submittal. on the Work any unfit person or anyone not skilled in the work assigned to him, See y p 5. Furnish copies of final submittal to installers, subcontractors, suppliers, General Conditions 4 a. Wash and polish inside glazing, exercising care not to scratch glass. C. Allow 5 calendar days for reprocessing each submittal- manufacturers, fabricators, and others as required for performance of C. Taxes Replace chipped or broken glass and other damaged glazing materials. d. No extension of Contract Time will be authorized because of failure to construction activities. Show distribution on transmittal forms. 1. See General Conditions 4h b. Remove marks, stains, fingerprints and other soil, and dirt from painted, transmit submittals to the Construction Manager sufficiently in advance of the a. Do not proceed with installation until applicable copy of Product Data is ,. 5 rated, d p possession. a a w=. ..:,.i i� 5..:_ta"-�. I .��'�' ^.F &R'3;.$N '..!°'¢.» s _,. t.... � M� a § � 5, 0 to arm processing. acv an B a n i installer's e wo n�3 y L _ ..-w . j 18. Contractors Construction Schedule b. Do not permit use of unmarked copies of Product Data in connection with .::a.p:;i.7'8 :, ,i''=F- ',_ $:�,.M �,- ate' Z .._P.-�tt :"I k=';iii` 1' .., 1 •, ": m,a .t:3M':-' l'i'b <:.. V Clean and polish wood work. p p :: µ :.-.__....._.._,.,_-..._.___. _u_. _.. __,._..M_._a__.__.v._..___�._m, ._._..._ ._^_____.^-M._.. ___....__-_ ._._- ... d. Remove labels that are not permanent labels. A. Prepare fully developed, horizontal bar chart type Contractor's construction construction. 2. Work Under Other Contracts e. Clean and polish hardware for all trades. This shall include removal of schedule. Submit within 5 days of date established for "Commencement of the 22. Shop Drawings A. Separate contracts will be issued for performance of certain construction stains, dust, dirt, paint, etc. Work". A. Shop drawings are newly prepared drawings, diagrams, illustrations, schedules, operations at site. Those operations shall be scheduled to be completed during F. Remove spots, soil and paint and wash tile work. 1. Provide separate time bar for each significant construction activity. performance charts, fabrication and installation drawings, setting diagrams, patterns, construction operations under this Contract. Provide continuous vertical line to identify first working day of each week templates, and other data which are prepared by Contractor or any subcontractor, 1. items excluded from Contract and provided by Owner - See Construction g• Wipe surfaces of mechanical and electrical equipment. Remove excess Use same breakdown of units of the Work as indicated in "Schedule of Values". manufacturer, supplier, or distributor. Shop drawings illustrate some portion of the lubrication and other substances. Cleaning Plumbing fixtures to a sanitary I�I� p g p pocuments Responsibility index g g y 2. Within each time bar indicate estimated completion percentage in 10 percent Work and confirm dimensions and conformance to Contract Documents, but are not a Contractor shall condition. Clean light fixtures and lamps. p p g p 2. For Contracts specified above, increments. As work progresses± place contrasting mark in each bar to indicate part of Contract Documents. l-iighlight, encircle, or otherwise indicate deviations h. Clean other fixtures and equipment and remove stains, paint, dirt and duet. a. Allow sufficient lead time for orderly procurement. actual completion- from Contract Documents. Include Following information: b. Schedule deliveries in harmony with construction schedule and give written i. Remove temporary Floor protection and clean floors. Spray buff resilient 3- Prepare schedule on sheet, or series of sheets, of sufficient width to show 1. Dimensions. notice to vendors and Construction Manager of any revisions to delivery flooring data for entire construction period. 2. Identification of products and materials included. dates. J sae metal surfaces, including doors and windows, required to have 4. Coordinate each element on schedule with other construction activities, 3. Compliance with specified standards. polished finishes. Polish surfaces, leaving them without finger prints or other p p 3. Owner may back charge Contractor for Owner's installers actual expenses including minor elements involved fns sequence of the Work Show each activity blemishes. g y 4. Notation of coordination requirements. resulting from faulty scheduling of work relating to items in this Section, ie proper sequence. Indicate graphically ll sequences necessary for completion k.- Clean all store fixtures, remove marks, stains, dust, dirt, paint, etc. p p q g p y q y p 5. Notation of dimensions established by field measurement. 4. Store and protect completed work until date of Substantial Completion of related portions of the Work. 2. Exterior 6. Sheet Size: Except for templates, patterns and similar fullLs size Drawings, 3. Contractor Use of Premises 5. Coordinate Contractor's construction schedule with Schedule of Values, list submit Sho Drawin son sheets at least S1�s 1/2" x 11" but no larger than 36" x a A. During construction period, Contractor shall have full use of premises for a. Wash and polish outside glazing, exercising care not to scratch glass of subcontracts, submittal schedule, progress reports, payment requests, and 48„• p g g b. Remove marks, stains, and dirt from exterior surfaces of buildin other schedules. construction operations, including Use of site_ Contractor's use of premises is building. `E3. Do not reproduce Contract Documents or copy standard information as basis limited only by Owner's right to perform construction operations with its own forces C. Clean and polish hardware for all trades. This shall include removal of 6. indicate completion in advance of date established for Substantial p stains, dust, dirt paint, etc. Completion. Indicate Substantial Completion on schedule to allow time for the of Shop Drawings. Standard information prepared without specific reference to or to employ separate contractors on portions of Project and items listed in 2.1 of p p p Project is not considered Shop Drawings. this Division. See General Conditions 4.13. d. Clean fixtures and equipment and remove stains, paint, dirt and dust. Construction Managers procedures necessary for certification of Substantial 1. Confine operations to areas within Contract limits indicated. Portions of site a Remove temporary protection systems. Completion. G. Contractor shall review and designate (stamp) his approval and submit to the beyond areas in which construction operations are indicated 15. Indicate important stages of construction for each major portion of the Work Construction Manager, with reasonable promptness and In orderly sequence, shop ated are not to be f. Clean all dirt, mud, and other foreign material from paving, sidewalks and I� g j p drawings required by Contract Documents. Shop drawings not required by disturbed. p gutter- including testing and installation. G. Provides state time bar to identify each major construction area for each Contract Documents but requested by Contractor or supplied by those under 2. Neither alcoholic beverages nor illegal drugs nor those under their influence g. Clean drop inlets, through-curb drains and other drainage structures. y j contract to him need not be submitted to the Construction Manager for review. shall be allowed on Project at any time. h. Remove all trash, debris and foreign material from landscaped areas. major portion of the Work Indicate where each element in an area must be g p 1. 5y approving shop drawings, Contractor represents that he has determined 4.Minor Changes in the work sequenced or integrated with other activities. g i. Removal of Protection - Remove temporary protection and facilities D. Following response to initial submittal, print and distribute copies to the and verified field measurements, field construction criteria, materials, catalog A. Supplemental instructions authorizing minor changes in the Work, not involving an installed For protection of the work during construction. 9 p , p p numbers, and similar data, or will do so, and that he has checked and adjustment to Contract Sum or Contract time will be issued by Construction Construction Manager, subcontractors, and other parties required to comply with J j y J. Comply with regulations of authorities having Jurisdiction and safety coordinated each shop drawing with requirements of the Work and of the Manager as Owner's Field Order. standards for cleaning. Do not burn waste materials. Do Not bury Debris or scheduled dates. Post copies in Project msetieg room and temporary field Contract Documents- , 5. Change Order Proposal Requests Excess materials on owner's property. Do Not Discharge volatile harmful or office. 2. Contractor shall bear cost of reproducing copies of shop drawings required A. Owner - initiated Proposal Requests - Proposed changes in the Work will be dangerous materials into drainage systems. Remove waste materials from site L When revisions are made, distribute to same parties and post in same p q p g g g y locations, by all concerned. issued by Construction Manager, with a detailed description of proposed change and dispose of in lawful manner. y g p p p g p E. Revise schedule after each meeting or activity where revisions have been 3. Shop drawings shall be complete and detailed. and supplemental or revised Drawings and specifications. See General Conditions k. Where extra materials of value remaining after completion of associated g y 4. Shop drawings shall be properly identified as specified or as the 10.1 work have become owner's , arrange a for disposition of these recognized or made. Issue updated schedule concurrently with report of each p p y g p meeting. Construction Manager may require. 1. Proposal requests issued by Architect or Construction Manager are for materials as directed. p q y g F. Acceleration of the work 5. Contractor shall reject shop drawings not in conformance with the Contract information only. Do not consider them instruction either to stop work in I. if contractor fails to clean up, owner may do so and cost thereof will be Documents. progress, or to execute proposed change. charged to contractor. 1. if, in judgment of the Construction Manager, it becomes necessary at any time ro• Provide three copies of shop drawings unless required otherwise in 2. Unless otherwise indicated in ro osal request, within seventy two (12) 9. Permits to accelerate the Work or a portion thereof, Contractor, when ordered or p p q y - specification Section. Maintain one copy of approved shop drawings on hours of receipt of proposal request, submit to Construction Manager for A. Contractor shall obtain and pay cost of permits, licenses, fees, and bonds directed by the Construction Manager, shall deploy the workmen in such Project site until completion of' Project- Owner's review an estimate of cost necessary to execute proposed change. necessary for completion of this Work portions of the Project where directed to enable others to properly engage a. Include a list of quantities of products to be purchased and unit costs, p and carry on their work 23. Samples q p p E5. Contractor shall secure certificates of inspection and of occupancy that may be A. Submit full size, fully fabricated Samples cured and finished as ecified and along with total amount of purchases to be made. Where requested, furnish r uired b authorities haute urisdiction over the Work The Contractor shall a. If circumstances require that the entire Work or a portion thereof be y p p y g j completed at a date earlier than contract completion date as adjusted by physically identical with material or product proposed. Samples include partial survey data to substantiate quantities. deliver these certificates to the Construction Manager prior to execution of p p j cuts or containers of materials g p change orders, Contractor, when ordered or directed by the Construction sections of manufactured or fabricated components, materials, b. Indicate applicable taxes, delivery charges, equipment rental, and amounts Certificate of Substantial Completion. color range sets, and swatches showing color, texture, and pattern. g of Manager, shall increase his forces, equipment, hours of work, and/or number of of trade discounts_ �. Regulations shifts and shall expedite delivery of materials to meet the altered 1. Mount, display, or package Samples in manner to facilitate review of qualities c• Include statement indicating effect proposed change in the Work will have A. Contractor and others working under the contractors Jurisdiction shall perform completion date or dates ordered or directed. Any increase in cost to indicated. Prepare all Samples to match samples provided in the ULTE Design on Contract Time. all work in compliance with laws, regulations, and ordinances of any kind required by Contractor in compliance with such orders or directives will be adjusted in Manual, if applicable. include the following: 5. Contractor initiated Change Order Proposal Requests - When latent or other governmental authority or other agency having Jurisdiction over this Work. accordance with the Work. a. Generic description of Sample. unforeseen conditions require modifications to Contract, Contractor may propose 15. If Contractor observes that Contract Documents are in variance with any laws, 2. If, in Judgment of the Construction Manager, the Work is behind schedule and b. Sample source. changes by submitting request for change to Construction manager. regulations, and ordinances± he shall notify the Construction Manager and shall not rate of placement of work is inadequate to regain scheduled progress so as c. Product name or name of manufacturer. 1. Include statement outlining reasons For change and effect of change on the proceed unless necessary changes required for compliance with said laws, to insure timely completion of the Work or a separable portion thereof, d. Compliance with recognized standards. Work. Provide complete description of proposed change including regulations, and ordinances have been affected as provided in General Contractor, when so informed by the Construction Manager, shall immediately proposed modifications to Contract Documents. Indicate effect of Conditions, 422. Contractor shall be fully responsible for any work knowingly take action to increase rate of work placement. e. Availability and delivery time. proposed change on Contract Sum and Contract Time. performed contrary to said laws, regulations,and ordinances and shall fully indemnify a. Contractor shall, within forty-eight (48) hours after being so informed, notify 2. Submit Samples for review of kind, color, pattern, and texture, for final check 2, include list of quantities of products to be purchased and unit costs Owner against loss and bear all costs and penalties arising there from, of these characteristics with other elements, and Fora comparison of these q p p g p g the Construction Manager of specific measures taken and/or planned to characteristics between final submittal and actual component t as delivered and along with total amount of purchases to be made. Where requested, furnish 11. Reference Standards increase rate of progress together with an estimate of when scheduled p survey data to substantiate quantities. A. Industry Standards installed. y progress will be regained. Should the plan of action be deemed inadequate a. Wheats variation in color, pattern, texture or other characteristics are 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts 1. Except where Contract Documents include more stringent requirements, by the Construction Manager, Contractor will take additional steps or marks of trade discounts, inherent in material or product represented, submit multiple units (not less than applicable construction industry standards have same force and effect as if adjustments as necessary to his plan of action until it meets with Architect's or p p p C. Proposal Request Form - Use forms provided by the Owner For Change Order bound or copied directly into Contract Documents to extent referenced. Such Owner's approval. 3), that show approximate limits of variations. Proposals- standards are made a part of Contract Documents by reference. b. Acceleration of work will continue until scheduled progress is regained. 3. Where Samples are for selection of color, pattern, texture, or similar 2. Comply with standard in effect as of date of Contract Documents, unless Scheduled progress shall be established From the latest revised approved characteristics from a range of standard choices, submit full set of choices for material or product. 6. Project Coordination specific date is specified. progress schedule for the Job. Timely completion will be understood as p A. Coordinate construction activities included in Contract Documents to assure 3. Where compliance with two or more standards is specified, and standards may contract completion date as revised by all time extensions granted at the time a. Preliminary submittals will be reviewed and returned with the Construction efficient and orderly installation of each part of the Work Coordinate establish different or conflicting requirements For minimum quantities or quality acceleration is undertaken. Manager's mark indicating selection and other action. construction operations that are dependent upon each other for proper levels, refer requirements that are different, but apparently equal, and c. Contractor shall not be entitled to additional compensation for additional 4. Except for Samples illustrating assembly details, workmanship, fabrication installation, connection, and operation. uncertainties to the Construction Manager for decision before proceeding. effort he applies to the Work under the terms of this subVsparagraph. techniques, connections, operation, and similar characteristics, submit 3 sets. 1. Where installation of one part of the Work is dependent on installation of a. Quantity or quality level shown or specified shall be minimum provided or 3. Any directive or order to accelerate the work will be in writing. Any One will be returned marked with action taken. p y q y p p y g" 5. Maintain sets of Samples, as returned, at Project site, for quality comparisons other components, either before or after its own installation, schedule performed. Actual installation may comply exactly with minimum quantity or directive or order terminating accelerated work will be in writing. I° j ci y p construction activities in sequence required to obtain best results. quality specified, or it may exceed minimum within reasonable limits. In 19. Submittal Schedule throughout course of construction. complying with these requirements, indicated numeric values are minimum or a. Unless noncompliance with Contract Documents is observed, submittal may 2. Where availability of space is limited, coordinate installation of different q , Contractor shall, within 5 calendar days after receipt of Notice to Proceed, components to assure maximum accessibility for required maintenance, service, maximum, as appropriate for context of requirements. Refer uncertainties to furnish submittal schedule listing items that will be furnished for review to Owner and serve as final submittal- and repair. Construction Manager for decision before proceeding. b. Sample sets may be used to obtain Final acceptance of construction p Architect including product data, shop drawings, samples, and quality associated with each set. p 3. Make adequate provisions to accommodate items scheduled for later 4. Each entity engaged in construction on Project is required to be familiar assurance/control submittals. installation. with industr standards applicable to that entity's construction activity. Copies c. Prepare and distribute additional sets to subcontractors, manufacturers, industry pp y y �' 1. Coordinate submittal schedule with list of subcontracts, schedule of values, p 4. Coordinate cutting, fitting, or patching that may be required to make the of applicable standards are not bound with Contract Documents. and list of principal products as well as Contractor's construction schedule. Fabricators, suppliers, installers, and others as required for performance of several parts of the work come together properly and fit them to receive or a. Where copies of standards are needed for performance of a required 2. Prepare schedule in chronologies 1 order. the Work. Show distribution on transmittal forms. to be received by other portions of the work as shown or reasonably implied construction activity, Contractor shall obtain copies directly from publication d. Field Samples specified in individual Sections are special types of by Contract Documents for completed structure. Also, make proper and p source. 20. Daily Construction F�eports Samples. Field Samples are full size examples erected on site to illustrate sufficient repair or closure as Construction Manager may direct. 12. Governing Regulations/Authorities A. Contractor shall prepare daily reports of his operations containing at least the Finishes, coatings, or finish materials and to establish standard by which the following information Work will be Judged. 5. Administrative Procedures - Coordinate scheduling and timing of required A. Architect has contacted authorities having Jurisdiction where necessary to J g administrative procedures with other construction activities to avoid conflicts and obtain information necessary for preparation of Contract Documents. Contact 1• List of subcontractors at site. e. Comply with submittal requirements to Fullest extent possible. Process ensure orderly progress of the Work authorities having jurisdiction directly for information and decisions having a 2. Approximate count of personnel at site by trade. transmittal forms to provide record of activity. -C. Conservation - Coordinate construction activities to ensure that operations are bearing on the Work 3- High and low temperatures, general weather conditions. 24. Quality Assurance/Control - - carried out with consideration given to conservation of energy, water, and 15. Obtain copies of regulations required to be retained at Project Site, available 4. Major items of equipment on site. A. Quality Assurance/Control submittals are design data, test reports, certificates, PLAN CNECK$U®MrTTAL 05/10/10 materials, as required by local applicable codes- for reference by parties who have a reasonable need For such reference. 5. Materials, equipment, or Owner furnished items arriving or leaving site. manufacturer's instructions, manufacturer's field reports, and other documentary data LL REVIEW SET 04/01/10 1. General installation Provisions 1.3. Submittals 6. Accidents and unusual events. affirming quality of products and installations. Submit one copy to the Construction Manager immediately upon receipt. No. Revisions and Milestones/submissions pats A. inspection of Conditions - Require installer of each major component to inspect A. For Owner's records, submit copies of permits, licenses, certifications, inspection 1. Site or structure damage by water, frost, wind, or other causes. g y p p both substrate and conditions under which Work is to be performed. Notify reports, releases, Jurisdictional settlements, notices, receipts for fee payments, 8. Meetings and significant decisions. 25. Quality Controls , T IGARD OR Construction Manager in writing of unsatisfactory conditions. Do not proceed until judgments, and similar documents, correspondence, and records established in 9. Visitors to the job including meeting attendees. A. Responsibilities unsatisfactory conditions have been corrected in an acceptable manner. conjunction with compliance with standards and regulations bearing upon 10- Stoppages, dela s, shortages, losses. I. Contractor Responsibilities: Provide inspections, tests, and similar quality ULTIMATE ELECTRONICS performance of the Work y g 10031 CASCADE AVE 5. Manufacturer's Instructions - Comply with Manufacturer's written installation is 11. Any tests made and their result if known, control services, specified and/or required by governing authorities, except TiG,4RD, OR instructions and recommendations, to extent that those instructions and 14. Pre Construction-Conference where they are specifically indicated to be Owner's responsibility, or are recommendations are more explicit or stringent than requirements contained in A. Schedule pre-construction conference and organizational meeting with 12. Meter readings and similar recordings. provided by another identified entity. These services include those specified Contract Documents. Construction Manager at Project site or other convenient location no later than 5 13. Emergency procedures. to be performed by an independent agency and not by Contractor. Costs For fi StanteC C. Inspect materials or equipment immediately upon delivery and again prior to days after issuance of Notice to Proceed and prior to commencement of 14. Orders and requests of governing authorities. these services shall be included In Contract Sum. installation. Reject damaged and defective items_ See General Conditions 4.19. construction activities. 15. Change Orders received, implemented. 26. Construction Facilities 4 Temporary Controls D. Provide attachment and connection devices and methods necessary for 15. Pre-installation Meetings 16. Services connected, disconnected. A. Quality Assurance Stantec Architecture Inc. Tel. 707.765.1 fi60 securing Work. Secure Work true to line and level. Allow for expansion and A. General Contractor will conduct pre-installation meetings at site prior to 1Z. Equipment or system tests and starts/sups. I. Comply with industry standards and applicable laws and regulations of 1137 N. McDowell Blvd. Fax.707.765.9908 building movement. commencement of work specified in trade Sections requiring such a meeting, and 18. E3rief summary of work accomplished that day. authorities having Jurisdiction. Petaluma, CA U.S.A. 94954 www.stantec.com E. Visual Effects - Provide uniform joint widths in exposed Work Arrange joints in notify the Construction Manager of such meetings. E3. Forward daily reports to the Construction Manager on at least a weekly basis. 2. Arrange for authorities having Jurisdiction to inspect and test each exposed Work to obtain best visual effect. Refer questionable choices to 16. Progress Meetings Preface each packet of daily reports with a Project Statue Report summarizing the temporary utility before use. Obtain required certifications and permits. DrastngTitb Construction Manager for final decision. A. Construction Manager will conduct progress meetings at Project site at attached daily reports. 21. Project Conditions SPEC IF I CAT IONS F. Recheck measurements and dimensions before starting each installation. regularly scheduled intervals, approximately twice a month. Contractor will attend all C. Contractor shall maintain a file of copies of all daily reports and Project Status A. Prepare schedule indicating dates for implementation and termination of each j,. Ai .1 G. Install each component during weather conditions and Project status that will meetings scheduled by Construction Manager. Reports on site and make it available to the Construction Manager and Owner upon temporary utility. At earliest feasible time, when acceptable to Owner, change over - 1, '�i �"�' �'�'� � ensure best possible results. Isolate each part of completed construction from Submittals request. from use of temporary service to use of permanent service. 20014004 incompatible material as necessary to prevent deterioration. Notify Construction 11. 8� mittal Procedures 21. Product Data b. Keep temporary services and Facilities clean and neat in appearance. Operate .r' st«�eNo. s�1�Manager tf conditions will impact project schedule. •77' A. Coordinate preparation and processing of submittals with performance of A. Collect Product Data, as required by individual Sections, into separate in safe and efficient manner. Take necessary Fire prevention measures. Do not f �J00 Drawba No. H. Coordinate temporary enclosures with required inspections and tests, to minimize construction activities. Transmit each submittal sufficiently in advance of overload facilities, or permit them to interfere with progress. Do not allow necessity of uncovering completed construction for that purpose. performance of related construction activities to avoid delay. hazardous dangerous or unsanitary conditions, or public nuisances to develop or ' s teSeidased SF1 6 I. Mounting Weights - Where mounting heights are not indicated, install individual persist on Project site_ as '' eisfto _ '4F tise. OF OV. . ,!',„„!,i � 2U'',0 L J- L J C. Installation d. Obtain and submit releases enabling Owner unrestricted use of the Work 4. Noise and vibration adjustments E. Down spouts, scuppers and walla caps, 22-gauge minimum. A 1. Use qualified personnel for installation of temporary facilities. Locate and access to services and utilities. Include occupancy permits, operating 5. Safety procedures facilities where the will serve Project adequately and result in minimum certificates, and similar releases. y 1 q y 6. Economy and efficiency adjustments 4. Galvanized Iron I- interference with performance of the Work Relocate and modify facilities as e. Submit record drawings, maintenance manuals, final project photographs, 1• Effective utilization A. Sheet Metal or iron shall be a standard brand of open hearth, copper bearing - -- - - required. damage or settlement survey, property survey, and similar final record DIVISION 2 - SITE WORK/ DEMOLITION steel, cooper molybdenum iron, or pure iron sheets. Use 24 gauge minimum, unless other 0 C TIRR© IOC@ 2. Provide each Facility ready for use when needed to avoid delay. Maintain information. called for on the drawings. -:,- a Cli '-c :(Aid :s").,.,5t ::r,;."{#:c)n + ii.-q r(ia,.:`.,.` „ .., ., .r./ and modif a8 required. Do not remove until Facilities are no longer needed, or f. Deliver tools spare arts, extra stock, and similar llama. -_�-�--y�-���-��-�---��-���- �--- w�-- --�-���---�-�-W---��----� � �- � �-�-��-� ���°v ��-�°=R� �°- � �� �� DESIGN AND CONSTRUCTION modify � g - p p �. Zinc Coating are replaced b authorized use of completed permanent Facilities. I. Summary g p y p p g. Complete start e.up testing of systems, and instruction of Owners L All galvanized sheets shall have a zinc coating applied by hot di process to all Butte A p(303)4l2-2500 28. Material 4 Equipment maintenance personnel. Discontinue or change over and remove temporary A. includes but not limited to g g pp y p p 321 cleat co Avenue, p g p y I Demolish and remove portions of existing building and site facilities as described surfaces, Thornton,co 80260 f.1303)412-25 4 A. Quality Assurance facilities from site, along with construction tools, mock cups, and similar in contract documents. 2. Zinc coating shall weigh not leas 1 1/4 ounce per square foot nor more then 1 1/2 1. When Contractor is given option of selecting between two or more products elements. 2. Submittals once per square foot of surfaces covered and shall conform with ASTM standards for use on project, product 'selected shall be compatible with products h. Complete final clean up requirements, including touch-up painting. A-93. GENERAL NOTES previously selected, even if previously selected products were also option& Touch-up and otherwise repair and restore marred exposed finishes. A. Closeout Submittals 5. Roof Accessories :E . A).,-:k_: �, : .. . :. 2. Except for required labels and operating data, do not attach or Imprint Reference section 8, under this division. 1. identify abandoned utility and service lines and capping locations on record _. _ �I p g p A. Tower/Dormer access panels: (When required) manufacturer's or producer's nameplates or trademarks on exposed surfaces of M. Substantial Completion Inspection drawings. products which will be exposed to view in occupied spaces or on building 3. �►chedult 5. !Babcock- Davis 5-NT Series Non-rated access panels consisting of 16 gauge p p cup p g 1. Upon receipt of notice that the work has been completed, except items n cold-rolled steel, exposed with 1" flange, 14 gauge cold steel door panel, 14 gauge exteriors unless directed by the Construction Manager. whose completion has been delayed because of circumstances acceptable to A. Coordinate with owner Forequipment and materials to be removed b owner. (� y p y cold-rolled continuous piano hinge, flush screw driver operation cam-latch. Mount in a. Locate required product labels and stamps on concealed surface or, the Construction Manager, the Construction Manager will arrange substantial 4. Examination built-up roofing system U.O.N. where required for observation after installation, on accessible surface that completion inspection to include User representatives. The Construction A. !Before beginning work of this section, inspect areas in which work will be C. Options (other then noted above) 5-Galvanized 5ondertzed steel G - gasket all 18 not conspicuous, except as directed by the Construction Manager. Manager will also notify Contractor, and User representatives in writing of time performed. side of frame. b. Provide permanent nameplates on items of service connected or power and place of inspection. 5. Photo g ra ph or video tape existing conditions includin g surroundin g property if D. Finish: paint to match adjacent wall, U.ON. operated equipment. Locate on easily accessible surface which is a. Upon completion of inspection, unless building is rejected, the necessary, which could be misconstrued as damaged resulting from selective E Size: 24" wide x 36" high U.ON. inconspicuous in occupied spaces. Nameplate shall contain following Construction Manager will prepare a certificate of final acceptance. Owner demolition. 6. Caulking and Sealants - =t. F;� % . . . information and other essential operating data: , 1 , and Contractor will execute a Certificate of Substantial Completion which �''' ` `�' '` `' p `g p C. File copies of photographs/video tapes with the Construction Manager before - �± � e 1. Name of product and manufacturer states dates for: beginning work of this section. A. General !Building Applications 2. Model and serial number 1. User occupancy 5. Preparation 1. For joints where movement is anticipated, use tams Industries "Hornflex" (Polysulfide), 3. Capacity 2. Commencement of warranties Two part component system in the color which most closely matches the adjacent p y A. Notify corporations, companies, individuals and local authorities owning conduits surfaces, Sealant to have a Shore "A" hardness of 25 to 30. 4. Speed 3. Final acceptance meeting running to property_ Arrange for removal of wires running to property. Arrange for 2. For dry joints between dissimilar materials where little movement to anticipated, use 5. Ratings 4. Modifications to the amount assessed for liquidated damages removal of wires running to and on property. Remove pipes and sewers In accordance „ with instructions of above owners. Protect and maintain conduits, drains, sewers, pipes, A.C. Horn Hornseal elastomeric caulk (F3utyl Rubber) one component system in the 29. Product Delivery, Storage 4 Handling b. After inspection and if necessary, the Construction Manager will furnish color which most closely matches the adjacent surfaces. A. Deliver, store, and handle products in accordance with manufacturer's final list of inns to be corrected_ and wires that are to remain on the property. p 3. Glazing Applications - General electric silicone construction 1200 sealant. recommendations, using means and methods that will prevent damage, deterioration, 32.Final Acceptance 5. Provide interior and exterior shoring, bracing, or support to prevent movement, 4 Sheet Metal Flashing and Coping - General electric ail ruf silicone weather and loss, includin theft. A. !Before requesting final inspection for certification of final acceptance and final settlement or collapse of structures to be demolished and adjacent facilities to g p g p g g p p remain. Cease demolition operations and notify architect immediate! if safety of proofing sealant. 1. Schedule delivery to minimize long term storage at site and to prevent payment, complete Following. List exceptions in request, p y y 5. Genera Contractor shall include in his work the following: overcrowding of construction spaces. I. Submit final payment request with releases and supporting documentation not structure appears to be endangered. Do not resume demolition operation operations g: 2. Coordinate delivery with installation time to ensure minimum holding time for previously submitted and accepted. Include certificates of' insurance for until safety is restored. After all equipment and wall materials are installed, all Joints to walls and bases shall C. Cover and protect furniture, equipment, and fixtures from soiling and damage when be sealed with silicone sealant. items that are flammable, hazardous, easily damaged, or sensitive to products and completed operations where required. p g 9 deterioration, theft, and other losses. 2. Submit updated final statement, accounting for final additional changes to demolition work is performed in rooms and areas from which such items have not been 6. All inside vertical ceramic tile corners shall receive a tooled bead of silicone 3. Deliver products to site in manufacturer's original sealed container or other Contract Sum. removed. sealant. packaging system, complete with labels and instructions for handling, storing, 3. Submit certified copy of the Construction Manager's final inspection list of D• Erect and maintain dust-proof partitions and closures as required to prevent DIVISION Es - DOOR AND WINDOWi3 spread of dust and fumes to occupied ortions of building. t.,-,.,� ..,i., --.; r p W� p unpacking, protecting, and installing. itens to be completed or corrected, stating that each item has been &-` �~' � •�' �'~ � ` � �- -------- 4. inspect products upon delivery to ensure compliance with Contract completed or otherwise resolved for acceptance and list has been endorsed E. Provide weatherproof closures for exterior openings resulting from demolition work. 1, Mental Poore and Frame. Documents, and to ensure that products are undamaged and properly and dated by the Construction Manager. 6. Performance A. Doors and frames as manufactured by Steel Craft, or approved equal, labeled or protected. 4. Submit final meter readings for utilities, measured record of stored fuel, and A. Execute work in an orderly and careful manner, with due consideration for neighbors non-labeled and sized as indicated on the drawings. 5. Store products at site in manner that will facilitate inspection and similar data as of date of Substantial Completion, or when Owner took and the public. 3. Exterior steel doors shall be full-Flush design L16 (16 gauge) reinforced for finish measurement of quantity or counting of units_ possession of and responsibility for corresponding elements of the Work 5. Remove all parts of building to be demolished including foundations and footings hardware and with baked-on prime paint, steel frames shall be Type F14 mitered, 6. store heavy materials away from Project structure so supporting 5. Submit consent of surety to final payment. unless shown otherwise. Carefully remove, disassemble, or dismantle as required, and reinforced and continuously welded full depth and width of frame. Proper construction will not be endangered. 6. Submit final liquidated damages settlement statement. store in approved location on site, existing items to be reused in completed work reinforcement and cut-out for the finish hardware. Frames supplied with suitable jamb 1. Store products subject to damage by elements above ground, under cover 1. Other items as required in Section 8 of General Conditions. C. Erect dust chutes and use for removal of materials, rubbish, and debris as and base anchors, rubber bumpers and primed painted. in weather tight enclosure, with ventilation adequate to prevent condensation. 5. Final Acceptance necessary. C. Interior steel doors shall be full-flush design LI6 (16 gauge) reinforced for finish Maintain temperature and humidity within range required by manufacturer's I. Final acceptance will ensure that deficiencies noted at the substantial 1• Cleaning hardware and with baked-on prime-paint. Steel frames shall be type DW14 (14 gauge) p and sweep areas affected by full-welded unit construction with knock down corners mitered, reinforced. Proper Instructions. completion inspection have been corrected according to terms of Substantial A. Keep building, site and adjoining streets clean, p y 30. Product Selection Completion Certificate. demolition operations daily during performance of demolition. frames supplied with suitable jamb and base anchors, rubber bumpers and prime A. Provide products that comply with Contract Documents that are undamaged E3_ Promptly remove materials, rubbish and debris from building and from property. painted. p p y � g 2. When all items have been corrected, the Construction Manager will authorize p y g p p y' D. For roll-up dock door, see manufacturers written specifications. and, unless otherwise indicated, unused at time of installation. final payment, phi/151°N 3 - CONCRETE p p 1. Provide products complete with accessories, trim, finish, safety guards, and 3_ If all items have not been corrected as agreed, Owner may elect to f-rs, .. ,ate., ,;,= _. : .,.., E. For security Grill, gee manufacturers written specifications _..�._ .._.._. ............ . .. .... .. ..__-.�....a _.�........... _... .., _ door doo other devices and details needed for complete installation and for intended complete the Work under provisions of Section 3.5 of the General Conditions. Me , • use and effect. 33. Record D Submittals 1. Concrete 800-669-3661 Ext. 640 ' 5. Product selection is governed by Contract Documents and governing A. Do not use record documents for construction purposes. Protect from A. See concrete specifications, and provide all concrete work complete, as shown on Contact: Gayle Lapozzi regulations, not by previous Project experience. Procedures governing product F. interior Doors y p j p g g p deterioration and loss in secure, fire resistive location_ Provide access to the drawings herein specified, including concrete framework, reinforcement dowels and selection include the following: record documents for the Construction Manager's reference during normal working accessories, concrete mixed, placed, finished and cured. Steel Craft 1. Where only a single product or manufacturer is named, provide product hours. 2. Exterior Ftatwork and Curbs 9011 Slue Ali Road indicated. No substitutions will be permitted. 5. Maintain clean, undamaged set of blue or black line whiteVaprints of Contract A. Provide construction joints at 15'-0" on center maximum, unless otherwise noted. All Cincinnati, Ohio 45242 2. Where two or more products or manufacturers are named, provide one of Drawings. Mark set to show actual installation where installation varies substantially construction joints to be in one direction and all control joints to be in opposite (90 (500) 243-9180 products indicated. No substitutions will be permitted. from the Work as originally shown. Give particular attention to concealed elements degree) direction. Provide expansion joints at concrete paving juncture of building a. Where products or manufacturers are specified by name, accompanied by that would be difficult to measure and record at later date. structures, curbs, etc. Maintain square (Equal) length to width aspect ratio where term "equal as approved by the Construction Manager prior to bidding," q q g p G. Energy Compliances - Fixed windows (Glass): Shall be sealed to limit air infiltration. q pp y g p g 1. Mark record sets with red erasable pencil. Use other colors to distinguish possible. Limit length to width aspect ration to 2 to 1 where rectangular layouts are H• Hollow Metal Doors - Provide vinyl seal at sill and continuous pile weather strip comply with Contract Document provisions concerning "substitutions" to between variations in separate categories of the Work. required. y p p obtain approval by Addendum prior to bidding for use of an unnamed p � q vertically and at top rails. Product. 2. Mark new information that is important to Owner, but was not shown on Contract I. Open exterior joints around window and door frames, between walls and foundations, Drawings. DIVISION 4 - MASONRY between walls and roof, between wall panels, at penetration of utilities through the 3. !there Specifications describe a product or assembly, listing exact 3. Note related Change Order : ' M ;:: . . . : 81::',,Cif;.,-.7.4101, '; p p g der numbers where applicable. characteristics required, with or without use of brand or trade name, provide g pp __...._ .___ ____...._.._._..-._._, __..._ envelope, shall be sealed, caulked to prevent moisture penetration and/or weather product or assembly that provides characteristics and otherwise complies with 4- Organize record drawing sheets into manageable sets, bind with durable I. Unit Masonry stripped to limit air leakage. Additionally, foam insulation shall be sprayed in and Contract resqutre menu, paper cover sheets, and print suitable titles, dates and other identification on around window-door frames where metal meets wood framing and all exterior electrical, See structural drawings cover of each set_ plumbing and other wall enetrations. 4. Where Specifications require compliance with performance requirements, DIVISION 5 - METALS p 9 p C. Operations 4 Maintenance Manuals provide products that comply with these requirements, and are recommended 1 , �t= sts7 :=4§; ,,:c,, ;-. , ,=(M-, --_}_: , p p p y eG k;� .. .-�. .. . �... 1. Contractor shall include followin information to Operations 4 Maintenance _. ,._ .: :_ _....- _.._ _- ...___ ...... ..... .. _._:--- . . 2. Glass and Glazing by manufacturer fora application indicated. General overall performance of g p y pp p Manuals: I. 8tructurat Steel � product is implied where product is specified for specific application. See structural drawings. A. Quality Assurance a. Manufacturer's recommendations may be contained in published product a. Product Data - Maintain one copy of each Product Data submittal. Mark DIVISION 6 - Uk?OD AND PLASTICS 1. Annealed Glass Shall comply with .46TH Standard C1036 and Tempered or heat literature, or by manufacturer's certification of performance. these documents to show significant variations in actual work performed in , strengthen glass shall comply with ASTM Standard C1045. comparison with information submitted. Include variations in products _ w. ..,.. ,N.... w,W._.. ... ._ 5. Where specifications only require compliance with an imposed code, p p .. 1_:;:...................... 2. insulating units shall comply with ASTM Standard E114 using ASTM Standard E113 as standard, or regulation, select product that complies with standards, codes or delivered to site and from manufacturer's installation instructions and I,Finieh Carpentry Materials - Lumber Products the test method, and shall be certified by SIGMA (Sealed Insulating Glass regulations specified. recommendations. Give particular attention to concealed products and A. Quality Assurance - Performance finish carpentry work in accordance with AWI quality Manufacturers Assoc.) or a similar approved testing program. Insulating units shall be 6. Where Specifications require matching an established Sample, the portions of the Work which cannot otherwise be readily discerned later by standards, premium grade. Use full-length piecest miter all joints, shoulder joint at rated C5A. Construction Managers decision will be Final on whether proposed product direct observation. Note related Change Orders and mark-up of record doorjambs. Fill all nail holes and sand smooth. 5. Glass matches satisfactoril drawings and Specifications. 2. Laminated Plastic: satisfactorily. 1. Single Glazing b. Operations 4 maintenance manuals required by Divisions and Sections of A. Where noted plastic laminate, furnish and install per finish schedule. All plastic , a. Where no product available within specified category matches p p p 14 Clear Float lass (*Annealed or tempered er lans and as required by code) the specifications. laminate to be binded to surfaces noted with contact cement. At self-edged surfaces, g per plans q y satisfactorit and also complies with others specified requirements, comply with g y p p ��"substitutions" p y c. Certifications the Flat top layer to overlap the vertical surfaces then routed smooth. 2. Insulation units shall be configured as follows: • provisions of Contract Documents concerning substitutions for selection of p y p 1" insulated Glass matching product in another product category, or for noncompliance with d. Copies of specified warranties 3. Counter Tope and Elackinc,� specified requirements_ D. Refer to other Specification Sections for requirements of miscellaneous A. Douglas Fir Plywood, A-C Faced, and exterior glue. Outboard Lite: %" Clear record-keeping and submittals in connection with actual performance of the Work. Type: Float Glass (*Annealed or Tempered per plans and as required by 1. Where specified product requirements include the phrase ...as selected from p manufacturer's standard colors, patterns, textures..." or a similar phrase, select immediately prior to date of Substantial Completion, complete miscellaneous DIVISION 't - TI-IERMAL AND MOISTURE PROTECTiON code). product and manufacturer that complies with other specified requirements. The records and place in good order, properly identified and bound or Filed, ready ;,, ;-. - .,, a,_,., �;„. Overall Unit Thickness: 1" (Nominal) 1 1 p q , -;: 3! N€ ,:,:id sr,.;"5`. t4i.-,,. i, i 1 f".r/2!,-,-1 ,1- .. Ov for continued use and reference. Submit to the Construction Manager for Owners °� Construction Manager will select color, pattern, and texture from product line 9 .. � -�-�-.=__��-�..._. �.._�_..�._...�..�._�_.�......_.._ __._-_• .._ ....._ .__.._..._._...__.__._ ..___.........��.:.:_��_�......__._____ Insulating unit sealants: Primary Seal !Butyl, Secondary Seal Silicone selected. records. I. wilding Insulation g y y y Johns Manville MR Faced wall insulation to be used at exterior walls. Position insulation A. Where noted on plans (See Exterior Finish Schedule), Provide I" Insulated glass with S. Products and materials not specified in Contract Documents and installed in E. Final payment for Project will not be made until record documents have been with the facing located on the exterior faces of stud-adjacent to the exterior coating by p PPG Solarban 60 coatin on +'2 surface. Units to be manufactured b a PPG certified the Work shall be removed and replaced by specified products and materials completed, submitted, and approved. plywood sheathing (verify with regional construction manager for projects located to fabricator. at no additional cost to Owner and For no additional time added to Contract. 34. Warranties 4 Bonds humidity zones). E3. Glazing contractor shall be responsible by providing all tempered or laminated C. Installation of Products A. Uihen written guarantees beyond one year after substantial completion are A. Approved Manufacture: or approved equal safety glass in all areas where required by governing codes. 1. Anchor each product securely in place, accurately located, and aligned with required of any Section of the Work, Contractor shall secure such guarantees Johns Manville Finer Glass Division 3. Performance: other Work. and/or warranties properly addressed and signed and in favor of Owner. These „ 2. Clean exposed surfaces and protect as necessary to ensure freedom from documents shall be included in Operations 4 Maintenance Manuals required by P.O. Box 5108 A. I Clear insulated Glass Contract Documents. Denver, Colorado 80211 1. Glass shall have a winter night-time U-Value of: 0.4S (5TU/I-1R/SQ.FT/F.) damage and deterioration at time of Substantial Completion. 2. Glass shall have a summer daytime U-Value of: 0.55 (5TU/1-i�?ISQ.FT/F.) - - 31. Contract Closeout 5. Delivery of guarantees and warranties shall not relieve Contractor From any (800) 654-3103 y - - obligation assumed under any other provisions of his contract. 5. Materials 3. Shading coefficient shall be: 0131 A. Substantial Completion 4. Da Light transmittance she I I be: 19% PLAN CHECK AL 05/10/141, 1. Pre-Substantial Completion inspections C. Nothing in this Section intends or implies that guarantees and/or warranties shall 1. Insulate exterior building envelope as per local codes and jurisdictions. y g apply to work abused or neglected by Owner. 2. Interior Partitions Sound Insulation - 2 1/2" Thick friction fit, FS �1�-ta-1-512E Type I 5. Ultraviolet transmittance shall be: 50% I-L.REVIEW SET maim1nm a. Upon completion of Project, request Pre-Substantial Completion yp 6. SIC (Sound Transmission Class) R.atin 36 No. Revision&and Mtiestor�ss/6�enteatonus pates 35. Closeout Procedures (Un-faced). Placed where shown on drawings. g Inspection in writing. Completion of Project shall be as stated in Progress ,a. Arrange for each installer of equipment that re requires regular maintenance to 2. Roof Care and Maintenance g �3. 1" Clear Insulated Glass with PPG Solarban 60 Schedule and shall leave sufficient time between completion of Project and g �l � /� expiration of Contract time to allow correction of work meet with Owner's personnel to provide Instruction in proper operation and A. Protect membrane-roofing system from damage and wear during remainder of 1. Glass shall have a winter night time U-Value of: 029 (5111/1-IR/SQF T IGA RDT/F.) , O R maintenance ass specified in specification Sections. If installers are not 2. Glass shall have a summer day time U-Value of: 029 (BTU/HR/SQ.FT/F.) ULTIMATE ELECTRONICS b. On receipt of request for inspection, Construction Manager will conduct p �' construction period. When remaining construction will not effect or endanger roofing, y experienced in procedures, provide instruction by manufacturer's representatives, ins act roofin for deterioration and dame e, deacribin it's nature and extent in a 10031 CASCADE AVE Pre-Substantial Completion inspection in presence of Contractor's inspect roofing damage, g 3. Shading coefficient shall be: 0.44 designated representative or will advise Contractor of unfilled include detailed reviews of following items: written report, with copies to the owner. 4. Daylight transmittance shall be: 69% TIGARD, OR requirements. List of items to be corrected by Contractor will be furnished I. Maintenance menus la 5_ Correct deficiencies in or remove membrane roofing system that does not comply 5. Ultraviolet transmittance shall be: 14% to Contractor within two days of Pre-Substantial Completion inspection. 2. Record documents with requirements, compare substrates and repair and re-install roofing membrane 6. STC (Sound Transmission Class) Rating: 36 0 StaardeC c. The Construction Manager will repeat inspection when requested and 3. Spare parts and materials system to a condition free of damage, and deterioration at time of substantial C. %" Clear Float PS Glass assured that the Work has been substantially completed. 4. Tools completion and according to warranty requirements. d. Results of the completed inspection will form the basis of requirements 5. Lubricants C. Clean over spray spillage from adjacent construction using cleaning agents and 1. Glass shall have a winter night time U-Value of: 1.09 (BTU/14R/ .FT/F.) StantecArchltecture Inc. Tel. 707.765.1660 for final acceptance. 6. Fuels procedures recommended by the roofing membrane manufacture. 2. Glass Shall have a summer daytime U-Value of: 1.03 (5TU/1-1R/SQFT/F.) 1137 N. McDowell Blvd. Fox.707.765.9908 2. Before requesting inspection for certification of Substantial Completion, 1_ Identification systems D. All roofing modifications and repairs to comply with lease requirements. 3. Shading coefficient shall be: 0.94 complete the Following. pList exceptions in request. p y 3.Flashing and Sheet Metal 4. Day light transmittance shall be: 11% Petaluma, CA U.S.A. 94954 www.stantec.com p g p q 8. Control sequences � rich a. Notify the Construction Manager in writing when items have been S. i~-lazards A. Furnishing and install all flashing, sheet metal, down spouts and scuppers not 5. Ultraviolet transmission shall be: 650 Draining corrected and receive the Construction Manager's verification of specifically described in other sections of these specifications, but required to 6. STC (Sound Transmission Class) Ratin : 36 G IONS correction of items. g 10. Cleaning pprevent penetration of water though exterior shells ofpthe buildins, including flashing D. Surface Conditions: �� � 11. Warranties and bonds . a f b. In Application for Payment that coincides with or first follows date caps and roof equipment platform covers. I. Prior to installation carefully inspect installed work of other trades and verify work .� �► - -'-" Project No. Substantial Completion is claimed, show 100 percent completion for the 12. Maintenance agreements and similar continuing commitments - g g 5. Comply 1 with applicable licable recommendations and details of the Architectural Sheet is completed to the point where the work of this section may proceed. 200'(649004 p p p 5. As part of instruction for operating equipment, demonstrate following p y pp p p y p / ' Work. Include Supporting documentation for completion as indicated in rocedures p g g Metal Manual". 5y Sheet Metal and Air Conditioning Contractors National Association, 2. Verify that the glass is installed in the accordance with the original design and in �` � � scale -lyrS these Contract Documents, Section 8 of General Conditions and a statement p Inc. (SMACNA). the accordance with all pertinent codes and regulations. e ; _ • showing an accounting of changes to Contract Sum. I. Start-up C. Install sheet metal over a single layer of 30 lbs roofing felt. ' ��� Drawing No• g y g E. Product Handling: c. Submits specific warranties, workmanship bonds, maintenance agreements, 2. Shutdown D. Sheet Metal vents and pipe Jacks, 24 gauge minimum a Ivanized with 4" minimum SF2 6 p p 9 p p J g g g I. Protection: Use all means necessary to protect the products of this section before, d ,,,� final certifications, and similar documents. 3. Emergency operations flange. during and after installation and to protect the work and the materials of all other los '3'`- p ,,, er ..4 OF 0 L J- A L J trades. name, applicable standard designation, and Manufacturer's name. angles, fastener heads, and accessories. Surface shall be free of excess Joint owner/Construction Manager. 2. Replacements: In the event of damage or breakage, Immediately make all repairs b. Store material under roof and lee dry. Stack sum board flat and compound. Tool marks and ridges are acceptable," except under acoustic tile. 2. Undercoat systems shall be of the some manufacturer as the finish coat. �p g g y p p y gyp y and replacements necessary, this work shall be done at no expense to the owner. protect from damage. b. Painted Gypsum Eoard Surfaces in Mechanical, storage, 4 Utility Areas: 3. All materials specified by brand name or brand manufacturer or selected for use -j _ _ MI F. installation/Glazing: 5. Protect/Site Conditions 1. GA-214-90 Level Three: "All Joints and interior angles shall have tape embedded in under above clauses shall be delivered unopened at the Job in their original ` O �L�C4IIOCg 1. Comply with the storefront manufacturer guidelines for glazing the insulating units into 1. Environmental Requirements Joint compound and two separate coats of Joint compound applied over all Joints, containers. their framing systems. a. Temperature shall be 50 de F minimum and 95 de F maximum day and angles, fastener heads, and accessories. All Joint compound shall be smooth and free 4, No Paint varnish or stain shall be reduced or applied in any way except as herein p g g y of tool marks and ridges." specifically called for, or recommended b the manufacturer. Should conflict occur DESIGN AND CONSTRUCTION 2. Glaze using standard industry (GANA, SIGMA and AAMA) recommendations for night during entire Joint operation and until execution of Certificate of g p y y insulating glass, with proper sealant. Substantial Completion. c. Gypsum Board Surfaces to Receive Wall Coverings or Texturing: between specifications and manufacturers recommendations and or standing practice, 321 West 84th Avenue,Suite A p(303)412-2500 3. Setting blocks should be 80-90 shore a Durometer Neoprene 4" (Min.) length, width b. Provide ventilation to eliminate excessive moisture. I. GA-214-90 Level Four: "All Joints and interior angles shall have tape embedded in notify the Construction Manager prior to bidding work For clarification. Thornton,co 80260 F.(303)412-2514 equal to glass thickness, and placed at quarter points of the glazing unit base. c. Avoid hot air drafts which will cause too rapid drying. Joint compound and three separate coats of Joint compound applied over all Joints, 5. Extra Paint Painting contractor shall provide one gallon of unopened paint, stain Anti-walk (Edge) blocks should be 55-65 Durometer Neoprene with at least 1/16" 6. Materials angles, fastener heads, and accessories. All Joint compound shall be smooth and free and sealer of each color typed used in labeled, sealed cans to the store manager at GENERAL NOTES clearance between block and glass. 1. Gypsum board for all other applications: of tool marks and ridges." building turnover. Place in cartons for storage. 4. Aluminum Store Front System: d. Painted Gypsum 'Board Surface when s (Specialty only, use wh specified on drawings) K Exterior Painting The store fronts stem shall be as noted on the drawings and as manufactured b a. Any manufacturers product meeting requirements of ASTM C 36, Type X, 1. GA-214-90 Level Five: "All Joints and interior angles shall have tape embedded in 1. CEMENT - (Cementitious Siding, Flexboard, Transits 13oard, Shingles (Non-Roof), y g y UL one-hour rated, tapered edge, face paper suitable for painting. Joint compound and three se arate coats of oint com ound a lied over all oints, Common E3rick, Stucco, Tilt-u Kawneer Company, Inc, or as required to match existing system to remain. 1. ccessories J p p J p pp J p' Accessories Approved Manufacturers•, angles, fastener heads, and accessories. A thin skim coat of Joint compound, or a Precast, and Poured-in-place Cement) 1. Metal Accessories material manufactured especially for this purpose, shall be applied to the entire A.Latex Systems Kawneer Company, Inc. 126 gauge steel, electrolytic galvanized zinc-coated, treated for maximum surface_ The surface shall be smooth and free of tool marks and ridges." I. Semi-Gloss Finish P.O. box 629 cement and paint adhesion. Surfaces to receive bedding cement shall be 8. Cleaning 1st Coat:6-W Loxon Exterior Acrylic Masonry Primer, A24W300 (8 mils wet, 32 mils dry) S03 Airport Road knurled for maximum bonding. a. Remove from site debris resulting from work of this Section including taping 2nd Coat: 5-11J SherCryl Acrylic Semi-Gloss Coating, 1566-300 Series Terrell, Texas 15160 a. Corner !Beads - 1-1/8 inch leg minimum. compound spills. 3rd Coat: S-W SherCrylAcrylic Semi-Gloss Coating, 566-300 Series (2.5-4.0 mile (800) 869-4561 b. Casing - Channel type. D. Tile: dry per coat) Or c. Furring Channels - Includes all work required to ship, install and grout all tile walls bases and floors 2. MASONRY - (Concrete Masonry Unite 3/4CMU113- Cinder or Concrete block) United State Aluminum d. Wails - Galvanized USG DWC-25 indicated in the drawings. See color and material legend for tile and grout. A. Latex Systems 200 Singleton Drive e. Ceilings - Galvanized USG DWG-20 1. Standards 1. Semi-Gloss Finish Waxahachie, Texas 15165 f. Resilient Channels - RC-1 by USG a. installation of tile shall be as recommended by latest edition or tile council or 1st Coat:S-W Loxon block Surfacer, A24W200 (50-100 sq ft/gal) (800) 621-6440 g. Other accessories as required by Manufacturer's fire tests to provide America Handbook. 2nd Coat: S-W SherCrylAcrylic Semi-Gloss Coating, 566-300 Series 5. Store Front and Entrances: necessary fire ratings. 2. Tile Flooring 3rd Coat: S-W SherCryl Acrylic Semi-Gloss Coating, 566-300 Series (2.5-4.0 mils A. General Description: S. Joint Compound 4 Reinforcing a. Tile council of America Handbook Method dry per coat) 1. Work included: Furnish all necessary materials, tabor and equipment for the complete a. Hest grade or type recommended by Wallboard Manufacturer and meeting F113 Unless noted otherwise, _ insulation of aluminum framing as shown on the drawings and specified herein. requirements of ASTM C 415. FITS at Restrooms with epoxy grout 3. Previously Finished substrates -Acrylic Latex 2. Storefront Framing: Shall be TRIFAI3 VG 450 Center as manufactured by Kawneer b. Use Taping Compound for first coat to embed tape and Finishing 3. Interior Walls: TGA W243 (Dry Set) A. Latex Systems Company, Inc. or approved equal. Compound for subsequent coats. 1. Semi-Gloss Finish a. Tile to be laid with MAPEI Kerabond Keralatic System Premium Flexible mortar. 3. Doors: Shall be Kawneer Series 190 Narrow stile single acting doors with pivot 9. Fasteners Conform with ANSi A118I.4 and ANSI AII8.11. 1st Coat: S-W SherCryiAcrylic Semi-Gloss Coating, 566-300 Series hinges, and 10" bottom rail. See finish hardware schedule for additional requirements. 1. Bugle head screws meeting requirements of ASTM C 1002. b. All Tile requires a long lead time. There shall be no substitute. 3rd Coat: 6-W SherCryl Acrylic Semi-Gloss Coating, 566-300 Series(optionai) 4. Sliding doors at entry or vestibule: Stanley Door Company, see manufacture written a. Types: c. Provide all trim shapes, Coved bases 5u11-Nose, etc., Factory Cut corner miters (2.5-4.0 mils dry per coat) specifications. 1. Type W: For fastening gypsum board to wood members other than truss and inside base corner coves. 4. Anti-Graffiti Paint: 6.Finish: Sea Elevation. for finish type and color: members and plywood web Joists. 4. Glazed tile: (Unless shown Otherwise) Shall be installed think set bond Manufactured by: Scuffmaster Architectural Finishes: (800) 898-0219 A. Anodize: Aluminum extrusions shall be given a caustic etch followed by an anodic 2. Type 5: For fastening gypsum board to steel framing members, truss a. See interior finish schedule for grout specification. Conform with ANSI A118.1. Primer: Once coat of Scuffmaster Armor-coat 1200 base oxide treatment to obtain color and finish as noted on exterior elevations. members, and plywood web Joists. b. Tiles shall be laid level and true in conforming to those standards and acceptable Finish: Once coat of Scuffmaster Armor-coat 1200 Spatter coat 1. Finish 1-lardware 2. Lengths: to the owners representative. 5. Textured Coating: A. Security Notes: a. Of length to penetrate wood framing 5/S inch minimum. C. Tile floors to be covered during construction with Kraft paper or Polyurethane for Textured Coating of America, inc. (800) 454-0340 1. Swinging Doors: Cylinder guards shall be installed on ail cylinder locks whenever the b. Of length to penetrate steel framing 3/8 inch minimum. protection_ L. Interior Painting cylinder projects beyond the face of the door or is otherwise accessible to 5. Admixtures: 1. Gypsum Eoard Wall: gripping tools. 10. Installation a. NAPEi Plaincrete-AC Primer: One coat latex primer, see finish schedule for appropriate color. b. Hardware Notes. 1. Interface with Other Work 1 1. All loccsets shall be equipped with seven (1) pin interchangeable cores. Contractor Description: Plaincrete AC is a one-component, concentrated polymer admixture used Finish: Two coats of bath paint satin finish, see Finish schedule For appropriate color. 1. to install construction cores, owner will supply and install final cores. a. Coordinate with Division 06 for location of backblocking for edges and to enhance the performance or cementations repair mortars, plaster, stuccos, concrete Two coats bath paint semi-gloss for restroom ceiling, see finish schedule for ends and for blocking for equipment and building specialties. mixes and toppings for the restoration of horizontal, vertical and overhead concrete, appropriate color. 2. Threshold configurations to comply with all accessibility requirements. 2. Fastening CMU and masonry surfaces. ,.4.,, .?. _ � y Two coats interior latex satin finish, at high humidity regions (Verify with regional DI f IVI� Y - FINISHES jµ .$..,:5. f,.�=.. >�''e,..� y:%1}�� 425.rz i¥i }l�fs biy e?v }3 S %!So{.�`i1 C.il lw Pw tit�'.35 ..I Y.ii$,..5.:: s.F�w`.'i:v �.i // 71 SHE _L .,:,.. _ ,I._i_ ... _____,_ . ..: .:` � .. . . .. a. Apply From center of wallboard towards ends and edges. 6. Wall Tile - Decorative wall tile will have credit card" sized Joints construction manager) See finish schedule for appropriate color. L Lath and Plaster b. Apply screws 3/8 inch minimum from ends or edges, one inch maximum from E. Ceiling Suspension System: 2. Gypsum board Ceiling: A. Work Included: edges, and 1/2 inch maximum from ends. 1. Work included - Provide complete suspension system for ceiling "T" bar for the Primer: One coat latex primer, see finish schedule for appropriate color. c. Space screws not over 1 inches on center at edges where blocking or pre-finishing lay-in panels where indicated on the drawings including all trim and Finish: Two coats of paint satin, see finish schedule For appropriate color. 1. Lath and Plaster work Includes exterior portland cement plaster scratch and brown framing occurs. In panel fields ace screws 1 inches on center. accessories. coat. All work to be complete with required grounds and accessories_ Plaster on g p p 3. Diffusers: p a g d. Set screw heads 1/32 inch below plane of board. 2. "T" Ear System - The system sha l l be equivalent to Armstrong "Prelude XL", 15/16" sheathin to be over two layers Grade "D" waterproof building paper per p Primer: One coat acrylic primer, see finish schedule for appropriate color. plywood g y "Fine". p g p p p e. >:?o not break face paper. If face is accidentally broken, apply exposed type main runners and cross arts. Main runner shall be `1301. See reflected UBC (2506A.4) and wire lath finish to be p p y pp y ceiling plan and interior finish schedule for factory Finish color and field finish color. Finish: Two coats of latex, see finish schedule for appropriate color. B. Plaster Materials: additional screw 2 inches away. g p y .4. poor Frames: f. Screws on adjacent ends or edges shall be opposite each other. System shall be complete with wall angles and hold down clips and other accessories I. Plastic Cement: U5C Standard 25-1 (Where required). See finish schedule for appropriate color. 2. Aggregate: Natural Sand, conforming to ASTM C35. g. Drive screws with shank perpendicular to face of board. 3. Hanger Wire - 12 Gauge galvanized at 4'-0" each way. No splices in wires allowed. Finish: Two coats, see finish schedule for appropriate color. 3. Single Layer Application 3. Water: Clean, Potable, Fresh and Free from Injurious amounts of Acid, Alkai, Organic 4. Metal Trim - Hemmed Angle molding 1500. See reflected ceiling plan and interior 5. Miscellaneous: a. Apply ceilings first using minimum of two men. Matter or other Deleterious substances_ pp y 9 9 finish schedule for factory finish color and field finish color. Construction visible through screen vents and grilles 4. Color additive to match paint. b. Use board of length to give minimum number of Joints. Armstrong World industries, Inc. One coat: see finish' schedule for appropriate color. C. Plastic Cement Plaster ease Mixes: c. On wails over 9 Feet high and on ceilings, apply board perpendicular to P.O. Box 3001 6. Laminates: support. PA 11604 All laminates shall be manufactured by "Wilson Art" I. Mix and proportion cement plaster as follows (U8C Table 25A-F): Lancaster, a. Scratch coat (3/8" Thick): 1 Part Plastic Cement, 3 to 4 Parts Aggregate, d. Stagger end Joints. End and edge Joints of board applied on ceilings (800) 292_6308 Refer to interior plans, elevations and finish schedule for specific finishes. shall occur over framing members or be back blocked with 2x4 blocking. b. brown Coat (3/8" Thick): 1 Part Plastic Cement, 4 to 5 parts Aggregate. End Joints of board horizontally applied on walls shall occur over framing DIVISION 10 - ACCESSORIES c. Finish (1/8" Thick): I Part White Plastic cement and 3 Parts Aggregate. Finish to have members. Edge Joints of board vertically a pp lied on walls shall occur 1. Acoustical Ceiling Treatment = , ; � � :. ... �._._ ..N:... ,, „;:..�.:�.:, ....<-..__..,....... ,._.:. ...;.... ._..42u._;...:.,.. lis.t._ both an integral color coat and painted finish. See elevations For color and texture. over framing members. A. As noted on exterior finish schedule and reflected ceiling plan. 1. FIRE EXTINGUISHERS d. Total Stucco Thickness to be +/- 1/8" e. Butt edges in moderate contact. Do not force in place. Shim to level. 8. Fiberglass Paneling A. Products 2. Mix only as much plaster as can be used in one (1) hour. f. Leave facings true with Joint, finishing flush. Vertical work shall be plumb A. Restroom areas - Fiberglass reinforced polyester panels, 'FRP", FRPselect, .015 1. Wall hung extinguishers 3. Mix material dry, to uniform color and consistency before adding water. and ceiling surfaces level. thick, 4'x8' or 4'x10' panels with formica pattern face. 2. Extinguishers with cabinets 4. Protect mixes after initial set has occurred. g. Scribe work closely. Keep Joints as far From openings as possible. if 5. Panel to be installed horizontally, with no horizontal Joints, apply panel with C-315 3. Product Data 5. Do not re-temper mixes after initial set has occurred. Joints occur near an opening, apply wallboard so vertical Joints are construction adhesive or C-551 latex-based construction adhesive when low V.O.C. are 1. Manufacturer's literature or cut sheets for cabinets and extinguishers 6. Maintain minimum moist curia period and internal between coats per UBS Table centered over openings. No vertical Joints shall occur within 8 inches of required by local Jurisdiction. curing p p 2. Maintenance instructions For extinguishers 25A-F- Cement Plasters. external corners or openings. Crane composites C. Fire Extinguishers D. Wire Lath and Accessories: h. install board tight against support with Joints even and true. Tighten 23525 West Eames 1. Units shall be ten pound dry powder ABC stored pressurized type equipped with Details and specifications are based on these products. Substitutions must be equal loose screws. Channahon, IL 60410 pressure gauge and which does notneed recharging except after use. in function and design. 1. Calk perimeter Joints in sound insulated rooms with specified acoustical 800-435-0050 2_ instructions for repairs, maintenance, and recharging shall be attached. sealant. p 9 g 1. Wire-Fabric Lath/Suilding Paper: 9. Painting and Staininc, Applications: 3. Unit shall be tested and approved by UL and have a minimum 4A:601/135:C UL ratin a. Stucco rite with double layer of paper by K-Lath, or equal. Self furring sheet of 4. Double Layer Application pp y g- y p p y eq g A. It is the intent of these specifications to include all painting throughout the interior UL ratin shall appear on extinguisher labels and be attached to and a part of fire a. Apply base layer as specified For single layer application, except edge g s. g p Galvanized welded wire fabric lath, laminated to double sheet of water proofed pp y y p g y pp p g and exterior of the structure on wood, masonry, or other surfaces requiring paint breather building paper (Grade "D") Minimum 3.4 pounds per square yard of lath Joints need not occur over framing members or be back blocked. as designated in the drawing and specifications. g p extinguisher units. Or b. Apply face layer with Joints staggered in relationship to base and B• this work includes everything necessary for, or incidental to executing and D. EXECUTION 4 INSTALLATION b. Stucco netting by K-Lath or equal - I %2" x 11 gauge galvanized self furring occurring over supports. Use combination of adhesive and screws to meet com letin all of the aintin work except t as otherwise specifically ificall excluded. 1. Securely mount hangers plumb with wall surfaces. g y q g g g g Manufacturer's specifications for fire-rated construction. Apply screws completing painting f y (woven) wire lath minimum 1.4 pounds waterproof breather paper per UBC (2506A.4). p pp y C. Comply with State and Local requirements. For California Projects: All paint primers p p p p p attaching face layer through base layer into support. and finishes shall comply with California Air Resources Board )CARS) and p 2. Accessories: (Sased on 1/8" Exterior Plaster): 5. Metal Trim 2 TOILET ACCESSORIES a. Metal trim as manufactured by "Georgia Pacific" or Equal Environmental Protection Agency (EPA) Requirements. a. Corner Beads - Apply on outside corners with screws spaced 8 inches D. Workmanshi A. Products Supplied Eut Not installed Under This Section b. Expansion control screed: Type SSV018-018G (11), 26 Gauge galvanized steel. apart maximum. p p I Each coat of paint shall be applied at proper consistency and brushed even) free 1. Accessories for Rest Rooms 3. Foundation weep screed: Type WW1/RU-312G (1), 24 Gauge Galvanized steel. p plc p p �J evenly,Trim - Apply where gypsum board abuts dissimilar material in of brush marks sags, runs with no evidence of poor workmanship. Care shall be 2. Custodial Room accessories 4. Casing Bead: Type SJ5018-200(: (J-8) accordance with Manufacturer's instructions. exercised to avoid tapping of glass or hardware. Paint to be sharply cut into lines. 5. Related Sections 5. Outside Corner Guard: As shown on exterior elevations and details, 26 gauge 1. Exterior Metal Window 4 Door frames - Hold metal trim back from Finished paint surfaces to be free from defects or blemishes_ 1. Installation galvanized steel. frames 1/8 inch to allow for calking.g. 2. Protective covers or drop cloths to protect floors, fixtures and equipment_ Care 2. !Blocking Georgia-Pacific Corporation c. Furring Strips - Apply with screws through flanges into each framing exercised to prevent spattered on to surfaces which are not to be painted or 55 Park Place member. repainted, as required to produce a finish satisfactory to the architect. 3. MANUFACTURED UNITS Atlanta, Georgia E. Protection of Work A. Rest Rooms (800) 2S4-5341 6. Finishing 1. Take necessary steps to protect work and the work, and shall be responsible for any Or a. General: and all damage to the work, or property. 1. Toilet Tissue Dispensers AMIGO 1. Tape and finish Joints as specified below to correspond with final finish F. Compliance with Plans 2. Sanitary Napkin Disposal Container 3245 Fayette Avenue material to be applied to gypsum board. When sanding, do not raise nap 1. Examine the drawings and specifications for this sections and also drawings and 3. Single Robe Hook with Exposed Fasteners _ _ Birmingham, Alabama 35208 of gypsum board face paper. specifications for painting work in other sections. Shall advise the Construction 4. Mirrors - Glass with stainless steel channel frame. Size as shown on _ - (800) 366-2642 b. First Coat: Manager of any conflict. Drawings' PLAN CHECK atMrrTAL 05/10/1 C. Gypsum Drywall (Unless Noted Otherwise): 1. 1 tape over center of oint in complete, uniform bed of taping G. Storage of Materials 5. Grab Ears yp y '4pp y p Joint p p g g a. Rest Rooms - Concealed mount, 18 a, type 304 stainless steel, 1-1/2 inch LL t�vt�w sir 0aimvt® 1. includes but Not Limited To: compound. 1. Store all painting materials and equipment, not to immediate use, in a room or rooms g yp 2. Completely fill gouges, dents, and fastener dimples. assigned for that purpose. Receiving and opening of all painting materials and mixing diameter, and non-slip finish in configuration shown on Drawings. �- ta'�vtatons and Mitestor�s/submiesrons Date a. Furnish and install gypsum wallboard as described in Contract Documents. p y g ug p g p p g p J p g b. Furnish and install acoustical sealants as described in Contract Documents. 3. Allow to dry and sand lightly if necessary to eliminate high spots or shall be done In this room. 5. Custodial Room T en IG4D, OR 2. References excessive compound. 2. All necessary precautions shall be taken to prevent fire. Rags, waste soiled with 1. Utility Shelf - Size as shown on Drawings. „ c. Second Coat: paint shall be removed from the premises at the end of each days work, or stored in 4. INSTALLATION ULTIMATE ELECTRONICS a.GA-214-90 - Recommended Specification: Levels of Gypsum Board Finish," by metal containers with metal covers. A. Install 11 items in accordance with Manufacturer's instructions. Provide mounting 10031 CASCADE AVE following organizations: 1. Apply coat of finishing compound over embedded tape extending 3-1/2 g TIGARD, OR 1. Gypsum Association inches on both sides of Joint center. 14. Preparation of surfaces devices proper For base structure. 2_ Painting and Decorating Contractors of America 2. Re-coat gouges, dents, and fastener dimples. 1. Plaster and masonry shall be dry before any sealer or paint is applied. After 5. Where possible, mount like items in adJoining compartments back-to"sback on g g 3. Allow to dry and sand lightly to eliminate high spots or excessive primer-sealer coat is dry, a 11 visible suction spots sae be touched up before same partition. 3. Ceilings 4 Interior Systems Construction Association compound applying succeeding coats. Work is not to proceed until all such suction spots are C. Locate as shown on Drawings if location is indicated, or as specified below. fi StanteC 4. Association of the Wall and Ceiling Industries international sealed. In case of presence of high Alkali condition surfaces should be washed to 1. Toilet Tissue Dispenser - One at each water closet. b. American Society For Testing And Materials d. Third Coat: neutralized. Metals shall be clean, dry and free from mill scale and rust. Remove all Stantec Architecture Inc. Tel. 707.765.1660 I. Apply same as second coat except extend application 6 inches on both sides of tease and oil from surfaces. 2. Sanitary Napkin Disposal Containers - One at each water closet in Women's 1.ASTM C 36-91, "Specification for Gypsum Wallboard" Joint center. Allow to dry and sand with fine sandpaper or wipe with damp sponge. g Rest Rooms and unisex handicapped Rest Rooms. 1137 N. McDowell Blvd. Fax.707.765.9908 2.ASTM C 415-89, "Standard Specification for Joint Compound and Joint 2. Concrete and brick surfaces shall be wire brushed clean. Surfaces which are glazed Petaluma, CA U.S.A. 94954 www.stantec.com p p e. Fourth Coat: or where traces of parting compound are present shall be sandblasted or acid 3. Robe Nook - One on door or partition door to each water closet. Tape for Finishing Gypsum board" p g p p S ecificatfon for Steel Drill Screws for Application of 'Apply same as second coat except extend application 9 inches on both sides of etched. Upon completion of sandblasting or acid etching, orau Title 3.ASTM C 1002-88, " the architect shall I be '"� Gypsum k3 or "Specification Plaster Bases" pp Joint center. Allow to dry and sand with fine sandpaper or wipe with damp sponge. notified in writing by the painting contractor that all glaze and or parting compound 3. Submittals f. Skim Coat: has been completely removed. DIVISION 11 - EQUIPMENT FEC � N �` I. Apply thin layer of finishin compound to entire surface of panel and immediately I. Color and Samples z : _:: i�.t; 1 i--, .:. .,_ot . '' a. Quality Control g p p y p :M. �..... _...___... _..___._.. _. ,. _ Project No. shear excess compound, leaving thin film. Eliminate laps and tool marks with fine 1. All colors are to be selected by the owner/architect. The painting sub-contractor ' " ) - 2001649004 1. Submit fire test results or assembly diagrams and numbers confirming sandpaper or damp sponge. shall submit samples to the Construction Manager for approval. Work to match �,. se«sNo Scale _a products used will provide required fire ratings with installation 1. Finishin Levels: approved colors and samples. See finish schedule for color selections. � ` 1 -N't�' configurations used. g pp p 1. LOADING DOCK EQUIPMENT - 4. Deliver Storage 4 Handlin a. Unfinished Gypsum Board Surfaces at Warehouse: J. Materials A. Install per written manufactures specifications, reference construction documents. 011-7 ?. � � prawns N° Delivery, g g I. GA-214-90 Level Two: "All oints and interior angles shall have tape embedded in 1. All materials used, except as otherwise specified in carrying out the provisions of p p a. Deliver materials in original packages, containers, or bundles bearing brand Joints g p p p y g p a POT., CA 5P3 6 g p g g Joint compound and one separate coat of Joint compound applied over ail Joints, this contract, are to be Sherwin Williams or equal as approved by the 4 6+ ^e i.8 4 4' OF 0*cv '�.! okWv I. - Li 2. C 11 L J OMPACTOR A. Install per written manufactures specifications, reference construction documents for location, connections and components. 0 IELJECTROMOCg DESIGN AND CONSTRUCTION 321 West 84th Avenue,Suite A p(303)412-2500 Thornton,CO 80280 E.(303)411-2514 GENERAL NOTES PLAN CHECK SUOMITTAL 05/10/10 1..L REVIEW SET 04101/10 No. Revisions and Milestones/Submissions Pate TIGARD, OR ULTIMATE ELECTRONICS 10031 CASCADE AVE TIGARD, OR Stantec Stantec Architecture Inc. Tel. 707.765.1660 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 www.stantec.com Dreams Title , SPEC IF I CAT IONS I) - ) Pram ProJect No. 2001649004 111 TE Stara Na Scale IN 4 ,„011 (-- i 4. 00 Drama pie. 2929 4.," SBASTOPOL, CA 4messci 5F4 ..Ase teDa 0f Os‘v-'‘3 0 21i:o SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT AT LEAST 1. THIS BUILDING HAS BEEN DESIGNED TO SUSTAIN, WITHIN THE LIMITATIONS SPECIFIED 1. THIS SECTION APPUES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING C) CONCRETE CONSTRUCTION PER OSSC 1704A 1.DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS - 1. (1) SET OF PRINTS FOR ENGINEERS RECORDS (1) SET OF SEPIAS TO BE CHECKED IN THE 2008 OREGON STRUCTURAL SPECIALITY CODE, ALL DEAD LOADS AND OTHER SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN �, = BY ENGINEER & THEN REPRODUCED BY THE CONTRACTOR AND CALCULATIONS (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES N/A CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE (IF APPLICABLE) FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPLICABLE LOADS SPECIFIED IN CHAPTER 16 OR ELSEWHERE IN THE OSSC. OSSC 1704 OR NON-STRUCTURAL SLABS ON GROUND) _ .I ❑ PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR 51.1 STANDARD NOTES AND DETAILS 2. ALL ALLOWABLE STRESSES AND SOIL-BEARING VALUES SPECIFIED IN THE OSSC FOR DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR; FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.2- STANDARD NOTES AND DETAILS a) CONCRETE REINFORCING BARS a) THE SPECIAL INSPECTOR SHALL BE A QUAUFIED PERSON WHO SHALL WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED 2.ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS S1.3 STANDARD NOTES AND DETAILS b) CONCRETE MIX DESIGN DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL STANDARD DRAWING ARE OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), WIND OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH AND THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S1.4- - STANDARD NOTES AND DETAILS �_ _ c) STRUCTURAL STEEL VERTICAL LOADS. NO INCREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTING OF CONSTRUCTION OR OPERATIONS REQUIRING SPECIAL INSPECTIONS. 1.INSPECTION OF REINFORCING 0 ELECTRONICS d) GROUT MIX DESIGN THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS FOUNDATION PLAN ALONE. b) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR STEEL, INCLUDING X ACI 318: 3.5, 7.1-7.7 e) MASONRY REINFORCING BARS CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. PRESTRESSING TENDONS, Ill ❑ SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY 3. EACH COMPONENT HAS BEEN DESIGNED TO RESIST THE MOST CRITICAL EFFECT ) AND PLACEMENT. PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE S2.1- - FOUNDATION PLAN DESIGN AND CONSTRUCTION f GLUED-LAMINATED TIMBER MEMBERS RESULTING FROM ALL APPLICABLE LOAD COMBINATIONS REQUIRED BY THE OSSC c COPIES OF TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE,& FLOOR TRUSSES - DEFERRED SUBMITTAL THIS ENGINEER IN ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN 2.INSPECTION OF REINFORCING ROOF FRAMING g) STEEL WELDING IN AWS D1.4 REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. 4. GRAVITY LOADS: (THESE ONE WEEK OF THE TEST OR INSPECTION. ❑ ■ Suite p (303) 412-2500 h) STEEL STAIR DRAWINGS THAT ARE BY OTHERS ( ESE ARE THE GENERAL DESIGN LOADS. THEY MAY BE ACCORDANCE WITH TABLE ACI 318: 3.5.2 TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.1 ROOF FRAMING PLAN 321 West 84th Avenue, ulte A d) ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF 1704.3, ITEM 5b Thornton, CO 80260 f. (303) 412-2574 i) HELICAL PIERS - DEFERRED SUBMITTAL DIFFERENT IN LOCALIZED AREAS.) THE CONTRACTOR FOR CORRECTION. THEN IF UNCORRECTED TO THE CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF ( ) a DEAD LOADS: ENGINEER OF RECORD AND TO THE BUILDING OFFICIAL 3.INSPECTION BOLTS TO BE THESE RESTRICTIONS. SECTUIONS j) TILT-UP PANEL "LIFT / ERECTION REINFORCING STEEL" DRAWINGS & CALCULATIONS ) INSTALLED IN CONCRETE 3.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR S4.1- - SECTIONS k) CURTAIN WALL CALCULATIONS & PLANS ROOF DEAD LOAD = 18 PSF e) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING PRIOR TO AND DURING X ❑ • FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO ROOF POPUP / WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST PLACEMENT OF CONCRETE 54.2- SECTIONS 2. ALLOW TEN (10) WORKING DAYS FOR SHOP DRAWINGS REVIEW COMMENCING THE MANSARD DEAD LOAD: = N/A OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED HAVE ALLOWABLE ABLE LOADS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE NEXT WORKING DAY AFTER RECEIPT. PLEASE PLAN YOUR SCHEDULE ACCORDINGLY. PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE S4.3 SECTIONS FLOOR DEAD LOAD = N/A OF THE OSSC RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF METAL STUD WALL D.L. = N/A 2. 4.VERIFY USE OF REQUIRED X ACI 318: ALL TEST AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND DESIGN MIX. CH. 4,5.2-5.4 THE SHOP DRAWINGS. SHOP DRAWINGS CONTAINING DETAILS, SECTIONS OR PLANS WOOD STUD WALL N/A • ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG & ASSOCIATES, INC. FRAMING DETAILS / INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO S5.1 FRAMING DETAILS PHOTO COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. CONTRACTOR PER CBC SECTION 109, APPENDIX GAP CHAPTER, JOB SITE VISITS BY 5.AT THE TIME FRESH CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER b) LIVE LOADS: THE ENGINEER OF RECORD DOES NOT CONSTITUTE A SPECIAL INSPECTION. CONCRETE IS SAMPLED TO OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON-SITE VISITS TO ANSWER S5.2 FRAMING DETAILS 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THIS ENGINEER. ROOF LIVE LOAD = 20 PSF (REDUCIBLE)REDUCIBLE) FABRICATE SPECIMENS FOR ASTM C 172 QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. S5.3 FRAMING DETAILS THE CONTRACTOR SHALL; REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION STRENGTH TESTS, PERFORM X ASTM C 31 ❑ ■ THE MEANS, METHODS, TECHNIQUES, SEQUENCES. AND OPERATIONS OF CONSTRUCTION, ROOF POPUP / FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. SLUMP AND AIR CONTENT ACI 318: 5.6,5.8 4.THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING MANSARD LIVE LOAD: = N/A TESTS, AND DETERMINE THE S5.4 FRAMING DETAILS AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: TEMPERATURE OF THE PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY THE SOLE RESPONSIBILITY OF THE CONTRACTOR; AND APPROVE EACH SUCH FLOOR OFFICE = N/A A) SOIL AND FOUNDATION: CONCRETE. SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. S5.5 FRAMING DETAILS SUBMISSION BEFORE SUBMITTING IT. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY CHANGES OR DELAYS CAUSED BY PREMATURELY SUBMITTING SHOP DRAWINGS. THIS PARTITION LOAD = N/A a) SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING YES N/A 6.INSPECTION OF CONCRETE a) FOUNDATION POURS S5.6 FRAMING _DETAILS REQUIREMENTS PER OSSC 1704.7. ■ ❑ AND SHOTCRETE PLACEMENT Q ENGINEERS SHOP DRAWINGS REVIEW AND STAMP DOES NOT ALLEVIATE THE CONTRACTORS FLOOR EXT. = N/A FOR PROPER APPLICATION X ACI 318: 5.9,5.10 ❑ ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR S5.7 FRAMING DETAILS RESPONSIBIUTY TO REVIEW THE SAME SHOP DRAWINGS. THIS ENGINEER SHALL FLOOR LIGHT STORAGE = N/A CONTINUOUS PERIODICALLY TECHNIQUES. TO CLOSING-IN OF ANY PHASE. ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES AN INTENTIONAL FLOOR HEAVY STORAGE = N/A VERIFICATION AND INSPECTION TASK DURING TASK DURING 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER OTHERWISE IN WRITING FLOOR RESIDENTIAL BASIC LISTED TASK LISTED 7.INSPECTION FOR MAINTENANCE OF SPECIFIED ALL DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT STRUCTURAL DRA WINGS INDEX WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN WRITING. & STORAGE = N/A X ACI 318: 5.11,5.13 THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY 1 DECKS, 1.VERIFY MATERIAL BELOW FOOTING ARE CURING TEMPERATURE AND ❑ ■ ADEQUATE TO ACHIEVE THE DESIGN BEARING X ■ ❑ TECHNIQUES. DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO 8 SHOP DRA WINGS FLOOR RESIDENTIAL CAPACITY BEGINNING ANY WORK. EXTERIOR BALCONIES = N/A 8.INSPECTION OF PRESTRESSED 2.VERIFY EXCAVATIONS ARE EXTENDED TO 6. STRUCTURAL MEMBERS SHOWN THE PLANS ARE DESIGNED AS IN THEIR FINAL BOLT FOR ENGINEER OF RECORD OPNG. OPENING PROPER DEPTH AND HAVE REACHED PROPER X ■ ❑ CONCRETE: APPLICATION OF ALL STR URA ON HE S E D N ADJ, ADJUSTABLE V ENGR. ENGINEER DPP. OPPOSITE c) SNOW LOADS: MATERIAL PRESTRESSED FORCES. X LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION AB/, ABOVE ACI 318: 18.20 ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY EQ. EQUAL O.D. OUTSIDE DIA. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. THE FOLLOWING GROUND SNOW LOAD, Pg = 25 PSF 3.PERFORM CLASSIFICATION AND TESTING OF b)GROUTING OF BONDED ACI 318: 18.18.4 ❑ ■ A.C.I. AMERICAN EQUIP. EQUIPMENT PL PLATE REQUIREMENTS ARE NOT INTENDED TO BE A COMPLETE LIST, BUT ARE ADDITIONAL CONTROLLED FILLED MATERIALS. X ❑ • PRESTRESSED TENDONS IN X STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). CONCRETE ES EDGE SCREW OR PENNY(d) NAILS SAFETY REQUIREMENTS FOR THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY ROOF SNOW LOAD, Ps = N/A INSTITUTE SEISMIC-FORCE-RESISTING 7.DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN EACH SIDE PLYWD. PLYWOOD THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING ITEMS: FLAT ROOF SNOW LOAD, Ps = 20 PSF 4.VERIFY EXCAVATIONS ARE EXTENDED TO SYSTEM OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME A.I.S.C. AMERICAN EXIST (E) EXISTING P.S.F. POUNDS PER ,./ PROPER PROPER DEPTH AND HAVE REACHED PROPER X ❑ ■ INSTITUTE OF SQUARE F001 MATERIAL 9.ERECTION OF PRECAST NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE. EXP. EXPANSION 2. THE STRUCTURE SHOWN IN THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS 5. WIN[} LOADS:- CONCRETE MEMBERS X ACI 318: CH. 16 ❑ • STEEL CONSTR. FIN. FINISH P.S.I. POUNDS PER COMPLETE FORM,. THE DESIGN ADEQUACY AND SAFETY OR ERECTION BRACING, SHORING a) BASIC WIND SPEED (3-SECOND GUST), V = 100 mph 5.PRIOR TO PLACEMENT OF CONTROLLED FILLED, 8.DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR A.S.T.M. AMERICAN SOCIETY F.N. FIELD NAILING SQUARE INCH TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND OBSERVE SUBGRADE AND VERIFY THAT SITE X ❑ ■ VERIFICATION ON IN-SITU DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. FOR TESTING FM FACE MOUNT PRESS. PRESSURE 10. HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS b) IMPORTANCE FACTOR, Iw = 1.0 HAS BEEN PREPARED PROPERLY. CONCRETE STRENGTH PRIOR & MATERIALS FLR. FLOOR R. RADIUS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF c) EXPOSURE B TO STRESSING OF TENDONS 9.SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND ALL WALLS AND ROOF & FLOOR SHEATHING. HE SHALL PROVIDE THE NECESSARY b) INSTALLATION AND TESTING OF PILE FOUNDATIONS YES N/A IN PoSIIENSIONED CONCRETE SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND APA AMERICAN PLYWOOD FTF FLOOR TO FLOOR REINF. REINFORCING BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE- d) INTERNAL PRESSURE COEFFICIENT, GC PL. = ± 0.18 PER OSSC 1704.08 ❑ ■ AND PRIOR TO REMOVAL OF X ACI 318: 6.2 ❑ ■ ASSOCIATION FIG. FOOTING READ. REQUIRED MENTIONED MATERIALS. ) SHORES AND FORMS FROM OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. FDN. FOUNDATION RM. ROOM e) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, (X) CONTINUOUS PERIODICALLY ARCH. ARCHITECTURAL) 1.0 BEAMS AND STRUCTURAL 10,SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF FRMG. FRAMING SCHED. SCHEDULE 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR SLABS. AWS AMERICAN WELDING SHTG. SHEATHING VERIFICATION AND INSPECTION TASK DURING TASK DURING BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON GA. GAUGE SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS 6. SEISMIC LOAD: LISTED TASK LISTED SOCIETY 11.INSPECT FORMWORK FOR STRUCTURAL DRAWINGS. GALV. GALVANIZED SHT. SHEET ACCORDING TO ALL APPUCABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH a) IMPORTANT FACTOR, 2 = 1.0 (OCCUPANCY CATEGORY Il) BD. BOARD SIM. SIMILAR 1.VERIFY PILE MATERIALS, SIZES AND LENGTHS SHAPE, LOCATION AND GF GOOD FOR ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS BF. BRACED FRAME SLV SHORT LEG b) SPECTRAL RESPONSE ACCELERATIONS, Ss = 0.945 COMPLY WITH THE REQUIREMENTS. X ❑ • DIMENSIONS OF THE X ACI 318: 6.1.1 ❑ ■ G.L.B. GLUE LAM BEAM CONCRETE MEMBER BEING BLK. BLOCK VERTICAL 4. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES. 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL GRD. GRADE S I = 0.340 FORMED. BLKG. BLOCKING SMS SHEET METAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. 2.DETERMINE CAPACITIES OF TEST PILES AND GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. H.D. HOEDOWN THE USE OF ATV TYPE MATERIAL HANDLING EQUIPMENT IS PROHIBITED FROM USE c) SITE CLASS D CONDUCT ADDITIONAL LOAD TESTS, AS X ❑ • YES N/A BOT. BOTTOM HGR. HANGER SCREWS ON WOOD ROOFS AND ELEVATED FLOORS. REQUIRED D) MASONRY CONSTRUCTION PER OSSC 170.5 ❑ ■ 13,THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S BLDG. BUILDING SPEC. SPECIFICATION d) SPECTRAL RESPONSE COEFFICIENTS, SDS = 0.707 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY BM. BEAM HDR. HEADER STGR. STAGGER 5. THE CONTRACTOR SHALL PROVIDE ATTACHED VISIBLE PLATES INDICATING THE DESIGN 3. DRIVING OPERATIONS AND MAINTAIN OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. B.N. BOUNDARY NAILING HT. HEIGHT STD. STANDARD LOADS IN ALL SPACES AS REQUIRED BY APPUCABLE SAFETY REGULATIONS. THE 5D1 = 0.390 COMPLETE AND ACCURATE RECORDS FOR EACH X ❑ ii LEVEL 1 C CHANNEL HORIZ. HORIZONTAL STL STEEL OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL PILE. 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING e) SESMIC DESIGN CATEGORY D FREQUENCY OF REFERENCE FOR CLG. CEILING HSB. HIGH STRENGTH STIFF. STIFFENER LOAD BELOW THE ALLOWABLE LIMITS. 4.VERIFY PLACEMENT LOCATIONS AND INSPECTION CRITERIA CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION CLR. CLEAR BOLT STRUCT. STRUCTURAL f) SEISMIC-FORCE-RESISTING SYSTEM, R = N/A PLUMBNESS CONFIRM TYPE AND SIZE OF INSPECTION TASK SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED 6. CONTRACTOR SHALL DETERMINE IF A GALOSH. PERMIT IS REQUIRED, IF SO, IT SHALL CONTINUOUS PERIODICALY ACI 530/ASCE ACI 530.1/ACSE COL. COLUMN H.S. HIGH SIDE SQ. SQUARE n. = N/A HAMMER, RECORD NUMBER OF BLOWS PER DURING TASK DURING 5/TMS 402° 6/TMS 602° BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF C.M.U. CONCRETE MASONRY IN. INCH SYM. SYMMETRICAL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT. FOOT OF PENETRATION, DETERMINE REQUIRED X ❑ • USTED TASK LISTED CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUAUIY UNIT I.D. INSIDE DIAMETER TF TOP FLANGE Cd = N/A PENETRATIONS TO ACHIEVE DESIGN CAPACITY, 7. THE LACK OF A HIGH GUARDRAIL AT BUILDING PARAPETS FLOOR OPENING & ROOF CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFIC.- C.J. CONSTRUCTION INT. INTERIOR THK. THICK OPENINGS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE. g) SEISMIC RESPONSE COEFFICIENT, CS = N/A DOCUMENT ANY PILE DAMAGE.TIONS AND 1.C MASONRY CONSTRUCTION BEGINS, TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT JOINT JST. JOIST TS TUBE STEEL THIS ENGINEER RECOMMENDS THE USE OF GUARDRAILS AT STATED LOCATIONS. THE FOLLOWING SHALL BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CONC. CONCRETE K or KIPS 1000 lbs U.B.C. UNIFORM IF GUARDRAILS ARE NOT USED THE OWNERS SHALL ACCEPT FULL RESPONSIBILITY. " BE VERIFIED TO ENSURE BUILDING CODE IN ADDITION, THE CONTRACTOR SHALL PROVIDE CLEARLY LEGIBLE SIGNS AT THESE 7. FROST LINE DEPTH = 1'-0" c) INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A COMPUANCE: 15.ALL WORK SHALL CONFORM TO THE LATEST APPUCABLE CONSTRUCTION SAFETY REQUIRE- CONSTR. CONSTRUCTION LB LAM. LEIS. POUNDS LAMINATED U.N.O. UNLESS NOTES LOCATIONS STATING "CAUTION: NO GUARDRAIL". 8. THE GOVERNING BUILDING CODE IS THE 2008 OREGON STRUCTURAL SPECIALITY CODE PER 1704.9 ❑ ■ MENTS OF O.S.HA. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. L.S. LOW SIDE a)PROPORTIONS OF CONT. CONTINUOUS OTHERWISE 8. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE 9. BY ISSUING A BUILDING PERMIT, THE GOVERNING BUILDING DEPARTMENT CONTINUOUS PERIODICALLY SITE - PREPARED X ART 2.6A ❑ • 16.THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE DA DOUBLE ANGLE LT. WT. LIGHT WEIGHT VERT. VERTICAL MORTAR ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. VERIFICATION AND INSPECTION TASK DURING TASK DURING RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS DEMO. DEMOLISH LLV LONG LEG VERTICAL W. WIDTH FOR THIS PROJECT IS APPROVING ALL LOADS AND LOAD FACTORS LISTED TASK LISTED b)CONSTRUCTION OF X ART 3.3B ❑ • NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, DST. DETAIL M.B. MACHINE BOLT WT. WEIGHT 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND LISTED IN ITEMS 4b, 4c, 5, 6, & 7. MORTAR JOINTS 1.OBSERVE DRILLING OPERATIONS AND MAINTAIN EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION DIAL. DIAGONAL MAS. MASONRY W.W.F. WELDED WIRE THE LOADS SPECIFIED IN THE INTERNATIONAL BUILDING CODE. COMPLETE AND ACCURATE RECORDS FOR EACH X ❑ ■ c)LOCATION OF PRACTICES. DIA. (0) DIAMETER MAX. MAXIMUM FABRIC 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES 10. N/A INDICATES THAT THIS ITEM IS NOT APPLICABLE TO THIS PROJECT. REINFORCEMENT, PIER. CONNECTORS, ART 3.4 DIM. DIMENSION MF. MOMENT FRAME W.W.M. WELDED WIRE WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE 2.VERIFY PLACEMENT LOCATIONS AND PRESTRESSING X ART 3.6A ❑ •■ 17.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE DBE, DOUBLE MIL. METAL MESH CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN DESIGN () j'j7" fj'j,4 PLUMBNESS, CONFIRM PIER DIAMETERS, BELL TENDONS AND COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE DWG. DRAWING MIN. MINIMUM W.F. WIDE FLANGE CONJUNCTION WITH THE EXECUTION OF THIS WORK. DIAMETER (IF APPUCABLE), LENGTHS, ANCHORAGES ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. EA. EACH N.T.S. NOT TO SCALE W/ WITH 11. MATERIAL USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE EMBEDMENT INTO BEDROCK (IF APPLICABLE) X ❑ III d)PRESTRESSING X ART 3.6B ❑ • 18.ALL MATERIAL AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF E.N. EDGE NAILING NO. or NUMBER WS WOOD SCREW CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST AND ADEQUATE END BEARING STRATA TECHNIQUE ELEV. ELEVATION _ O.C. ON CENTER WARNING CONSTRUCTION. CAPACITY. THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING SUCH e)GRADE AND SIZE OF 1• THE SOILS REPORT (SEE NOTE a&b BELOW WHERE APPUCABLE) IN ITS ENTIRELY SHALL PRESTRESSING ART 2.4B ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE ABBREVIATIONS 12. THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE B) STEEL CONSTRUCTION PER OSSC 1704.3 TENDONS AND X ART 2.4H ❑ ■ LATEST ADOPTED EDITION. SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE FOR READING AND UNDERSTANDING ALL OF THE SOILS REPORTS RECOMMENDATIONS. ALL ANCHORAGES 19.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND 2 PROPER ROOF DRAINAGE. OF THE SOILS REPORTS RECOMMENDATIONS MUST BE FOLLOWED. FOR RECOMMENDED SOIL 2.THE INSPECTION PROGRAM SHALL VERIFY: BEARING PRESSURE, FOUNDATION MATERIAL AND SITE GRADING SEE SOILS AND GEOLOGICAL REFERENCED DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING ERECTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC ° a) AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS STANDARD a SIZE AND LOCATION SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION LAWS AND REPORT BY: NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER OF STRUCTURAL X ART 3.3G ❑ ■ METHODS TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED -iii-�!�-���-iii- GUIDEUNES. IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE STRUCTURE 1.MATERIAL VERIFICATION OF ELEMENTS ����A -STEEL i-iii-i i-i1i=� 1 -NATIVE SOIL REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS & GUIDELINES. THE HIGH-STRENGTH BOLTS, b)TYPE, SIZE AND TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES "'-"'-"'- '- CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION AND FABRICATION BEGINS. NUTS AND WASHERS: LOCATION OF OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE ANCHORS, INCLUDING MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED �� _MASONRY � N?;�%%`�%``�%�%. ENGINEERED FILL - DESIGN SOIL BEARING VALUE = 1500 PSF. OSSC a)INDENTIFICATION MARKINGS APPLICABLE ASTM OTHER DETAILS OF BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED 9 ADDITIONAL SAFETY NOTES 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY EXCAVATION SHALL TO CONFORM TO ASTM MATERIAL YES N/A ANCHORAGE OF X SEC 1.2.2(e) FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND STANDARDS SPECIFIED IN X SPECIFICATIONS; ❑ ■ MASONRY TO SHALL BE PROTECTED AGAINST LATERAL MOVEMENT. THE APPROVED AISC 360, SECTION STRUCTURAL OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, CONSTRUCTION DOCUMENTS. A3.3 MEMBERS, FRAMES WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY e o• -AGGREGATE _ .1 -GROUT 000000ssoo.00a 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE b)MANUFACTURER'S CONTSRUCTION OR OTHER CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A SOIL INVESTIGATION CERTIFICATE OF X ❑ II CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS . 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL BOTH ACCEPTABLE TO COMPLIANCE REQUIRED. c)SPECIFIED SIZE, ❑ III OF CONSTRUCTION. -WOOD BLOCK r d -CONCRETE ART 2.4 GRADE AND TYPE OF X SEC 1.13 REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD SHALL BE SUBMITTED. A SOILS ART 3.4 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY REPORT PROVIDES THE BUILDING DESIGN ENGINEER WITH SITE PREPARATION AND 2.INSPECTION OF REINFORCEMENT 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, HIGH-STRENGTH BOLTING: FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. -CONTINUOUS WOOD MEMBER FOUNDATION DESIGN RECOMMENDATIONS. IF THE BUILDING OWNER OR TENNANT d)WELDING OF SEC 2.1.10.7.2 ART 2.4 PLUMBING, ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS. THE CONTRACTOR AUTHORIZING THE CURRENT CONSTRUCTION DOES NOT PROVIDE A SOILS REPORT TO THE a)BEARING - TYPE AISC 360, REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP ) SECTION 21.IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBIUTY FOR THE SUPERVISION OF ENGINEER OF RECORD, THE OWNER OR TENNANT AUTHORIZING THE CURRENT CONNECTIONS. X M2.5 ❑ • e)PROTECTION OF DRAWINGS AND WORK. CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT THEIR OWN b)SLIP - CRITICAL AISC 3so SECTION )MASONRY DURING THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. 3. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE POSSIBLE MOVEMENT a , COLD WEATHER 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY CONNECTIONS. X X M2.5 ❑ • ART 1.8C DETAIL lop WRITTEN APPROVAL OF THE ENGINEER OF RECORD. OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. (TEMPERATURE BELOW X ART 1.8D ❑ • OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS 3.MATERIAL VERIFICATION OF 40'F) OR HOT SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC DETAIL 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE 4. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT STRUCTURAL STEEL: WEATHER MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. FINISH GRADE. a)INDENTIFICATION MARKING 9TOE ERATURE ABOVE 23.GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SHEET DRAWN ON 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM 0 775-85 STANDARD PRACTICE FOR TO CONFORM TO ASTM YES NO N/A DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 5. STANDARD SPECIFIED IN ASTM A6 OR ASTM f)APPLICATION AND OPENINGS 1 -4 AND LESS ON A SIDE ARE GENERALLY NOT SHOWN SELECTION OF VAPOR RETARDER FOR THERMAL INSULATION. THE APPROVED A 568 ■ ❑ ❑ MEASUREMET OF X ART 3.68 ❑ ■ 24.CONCRETE SLAB-ON-GRADE HAS NOT BEEN DESIGNED FOR CONSTRUCTION LOADS OR DETAIL CUT ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILS°.REPORT. GENERAL CONSTRUCTION DOCUMENTS. PRESTRESSING FORCE SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. I REFERENCE MECHANICAL DRAWINGS FOR SUCH OPENINGS. SITE CLEARING SHOULD INCLUDE REMOVAL OF VEGETATION; EXISTING UTILITIES; STRUCTURES b)MANUFACTURES CERTIFIED ASTM A6 OR ASTM 3.PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS INCLUDING FOUNDATION; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILE SOIL; TREES MILL TEST REPORTS A 568 ■ ❑ ❑ ENSURE COMPLIANCE: - SECTION CUT 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF AND ASSOCIATED ROOT SYSTEMS; RUBBLE; RUBBISH; AND ANY LOOSE AND / OR SOIL; CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. 4.MATERIAL VERIFICATION OF a)GROUT SPACE IS 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES -- CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF SATURATED MATERIAL. SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH OF 2 TO 4 WELD FILLER MATERIALS: CLEAN X ART 3.2D ❑ ■ MN REFERENCE INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. b)PLACEMENT OF DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT a)INDENTIFICATION MARKING WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES ■i o TO CONFORM TO AWS REINFORCEMENT AND XX FOOTING & COLUMN E- BE SUITABLE FOR USE AS ENGINEERED FILL. AISC 360, SECTION CONNECTORS AND HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY �( 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. SPECICIFCATION IN THE A3 5 ■ ❑ ❑ PRESTRESSING X SEC 1.13 ART 3.4 ❑ • ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. SCHEDULE ITEM �, W THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE AND ROOF APPROVED COINSTRUCTION RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS - BOTH DURING AND AFTER DOCUMENTS. TENDONS AND \∎ \∎0 .► BRACING AND / OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF ANCHORAGES 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL 71 1 p THE CONTRACTORS CONSTRUCTION METHODS AND / OR SEQUENCE. CONSTRUCTION. ADJACENT OF AT LEAST 5' AWAY FROM STRUCTURES TO PRECLUDE b)MANUFACTURES CERTIFIED • ❑ ❑ c)PROPORTIONS OF BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE SHEARWALL o POUNDING OF WATER ADJACENT TO FOUNDATIONS. OF COMPLIANCE REQUIRED. SITE - PREPARED THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING 1 SCHEDULE ITEM ;f' W 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO SUPPORT CUT GROUT ANO THE •REQUIRED MATERIALS OR LABOR SPECIFIED. 5.INSPECTION OF WELD: PRESTRESSING GROUT X ART 2.66 ❑ ■ • ON G AND / OR FILL BANKS DURING EXCAVATION, AND FOR FORMING AND PLACEMENT OF FOR BONDED 29.CONSTRUCT THOSE FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN +HEIGHT ELEVATION U_ 9• CONTRACTOR'S CONSTRUCTION AND / OR ERECTION SEQUENCES Cl) SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL CONCRETE. GENERAL CONTRACTOR AND CONCRETE a SUB - CONTRACTOR SHALL REVIEW AND a)STRUCTURAL STEEL: TENDONS A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. _ & MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS OF FAMILIARIZE THEMSELVES WITH THE SOILS REPORT. d)CONSTRUCTION OF 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. T.O.TO (SECTIONS & PLANS} •�. Q `\� ~ STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 9. VERIFY BUILDING ORIENTATION & PLACEMENT ON THE SITE WITH THE APPROVED PROJECT MORTAR JOINTS X ART 3.38 ❑ ■ • 9 O`�✓ = 1) COMPLETE AND PARTIAL 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR �Y RAE. SITE PLAN. THE PROJECT SITE PLAN SUPERSEDES NORTH ARROW SHOWN ON THE PENETRATION GROOVE X AWS D1.1 4.GROUT PLACEMENT SHALL 10. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING STRUCTURAL PLANS. WELDS. ■ ❑ BE VERIFIED TO ENSURE THE PROPER EXECUTION OF SAME. INDICATES NEW BUILDING R z OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR 2) MULTIPASS FILLET WELDS. X AWS D1.1 COMPLIANCE WITH CODE X ART 3.5 ❑ ■ 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION 10. A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE FOUNDATIONS ■ ❑ AND CONSTRUCTION PLAN, GRADING PLAN, AND SPECIFICATIONS HAVE BEEN REVIEWED AND THAT IT HAS BEEN DOCUMENT PROVISIONS ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH GRID LINE. EXPIRATION DATE: 6-30-2012 w BY THE ENGINEER OF RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, z DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE DETERMINED THAT THE RECOMMENDATIONS IN THE SOILS REPORT ARE PROPERLY 3) SINGLE PASS FILLET X AWS D1.1 ■ ❑ a GROUTING OF ELEVATIONS, SECTIONS, DETAILS ETC. 0 ENGINEER OF RECORD OF SUCH DEVIATION AT THE TIME OF INCORPORATION INTO THE PLANS. WELDS > 5/16" )PRESTRESSING X ART 3.6C ❑ • INDICATES EXISTING BUILDING BRAD YOUNG & ASSOCIATES, INC" z SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN 11. CONTINUOUS AND PAD FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT DEPTH AS BONDED TENDONS 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE 0 APPROVAL TO THE SPECIFIC DEVIATION. SPECIFIED IN THE FOOTING SCHEDULE ("T") OR NOTED IN THE PLANS BELOW ROUGH PAD 4) SINGLE PASS FILLET AWS D1.1 LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD GRID LINE. !IAA STRUCTURAL E N G T N E E R T N G a ( ) WELDS S 5/16 X • ❑ 5.PREPARATION OF ANY 1320 W.,CALIFORNIA AVENUE,SIMI:101 z GRADE OR ADJACENT EXTERIOR GRADE, WHICHEVER IS LOWER. THE ENGINEER MUST BE REQUIRED GROUT ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED INDICATES A MOMENT El , FRESNO,CCALIFORNIA93711 11. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED (ENGINEERED NOTIFIED IF THERE IS A DISCREPANCY BETWEEN THE SOILS REPORT°• REQUIREMENTS AND SPECIMENS, MORTAR LOADS FROM STORAGE AND HANDUNG OF CONSTRUCTION MATERIALS OR FROM OPERATION ��- X ART 1.4 ❑ ■ PHONE:(539)222-9600 FAX:(559)222-9633 o BY OTHERS) ROOF & FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT THE STRUCTURAL PLANS. 5) WELDS AND ROOF DECK X AWS D1.3 III SPECIMENS AND/OR OF CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, CONNECTION w LOADS DURING & AFTER CONSTRUCTION. PRISMS SHALL BE BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY SYMBOLS u, 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL & ARCHITECTURAL PLANS, OBSERVED OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFELY OF PEDESTRIANS 3 EXISTING CONSTRICTION NOTES: WITH RESPECT TO GRADE, WITH THE FOUNDATION PLAN. THIS INCLUDES, BUT IS NOT b)REINFORCING STEEL: AND JOB SITE PERSONNEL AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND o 6.COMPLIANCE WITH LIMITED TO, COORDINATING ALL REQUIRED STEP FOOTING LOCATIONS BASED ON THE GUIDE . L- 12, WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. LINES IN THE STEPPED CONCRETE FOOTING DETAIL BETWEEN THE REQUIRED FINAL REQUIRED INSPECTION COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY 1)VERIFICATION OF PROVISIONS OF THE OF PERSONS AND PROPERTY. AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE ' A PLAN CHECK COMMENTS 6/7/2010 - 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, GRADING / CIVIL PLANS & ARCHITECTURAL PLANS AND FOOTING/ FOUNDATION LAYOUT. WELDABILnY OF AWS D1.4 CONSTRUCTION X ART 1.5 ❑ ■ ANY DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION BEFORE ANY REINFORCING STEEL x ACI 318:3.5.2 ❑ ■ DOCUMENTS AND THE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. PLAN CHECK SUBMITTAL 05/10/10 zz REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER CONSTRUCTION BEGINS. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND < OTHER THAN ASTM A 706. APPROVED SUBMITTALS SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL BE VERIFIED OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING,�& VENTALATION SYSTEM TO LL REVIEW SET 04/01/10 >-- SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT 2)REINFORCING YES NO N/A m DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR STEEL-RESISTING E) WOOD CONSTRUCTION PER CBC 1704.6 ❑ ❑ ■ ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO No. Revisions and Milestones /Submissions Date EXTERIOR FLATWORK INFO. FLEXURAL AND AXIAL HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE z 14. THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL a)HIGH-LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, 716AR FORCES SPECIAL INTERMEDIATE a 14. THE GEOTECHINICAL ENGINEER SHALL SUBMIT A WRITTEN STATEMENT WITH A COPY AND SPECIAL MOMET ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE PART OF THE FRAMES, AND BOUNDARY X AWS D1.4 ❑ ■ MILDEW, CORROSION, ETC. BUILD UP ON STRUCTURAL MEMBERS. w STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF ACI 318:3.5.2 BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT LJ PROJECT SUMMARIZING THE TEST RESULTS ITEMS MONITORED WITH THE SPECIFIC ELEMENTS OF SPECIAL 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON ULTIMATE ELECTRONICS Q STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL / REINFORCED CONCRETE ADJOINTING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH, THE o FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK 0 REQUIREMENTS. SHEAR WALLS AND SHEAR NUMBER OF FASTENER UNES AND THAT THE SPACING BETWEEN FASTENERS IN OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE 10051 CASCADE AVE cn THE ENGINEER OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR REINFORCEMENT. EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA TISARD, OR < NOTE: ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. < WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION a.IF NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER OR TENNANT 3) SHEAR REINFORCEMENT X AWS D1.4 ❑ • OF MEMBERS. ACI 318:3.5.2 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY. .■ ❑ ❑ 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE AUTHORIZING THE CURRENT CONSTRUCTION AS INDICATED BY NOTE 1 THE OWNER STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY OR TENNANT AUTHORIZING THE CURRENT CONSTRUCTION BY PROCEEDING WITH 4) AWS D1.4 (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 15. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING ) OTHER REINFORCEMENT x ❑ • SIMILAR TO OTHER DETAILS. TYPICAL CONDITIONS NOT NECESSARILY NOTED AS o ACI 318:3.5.2 >- CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP, CONSTRUCTION. IS PROCEEDING AT THEIR OWN RISK AND THIS ENGINEER ASSUMES 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. ri Stantec a CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR NO RESPONSIBILITY FOR THE POSSIBLE MOVEMENT OF THE SOILS SUPPORTING THE 6.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE THE BUILDING OFFICAL PER OSSC 1704.2.2 37.DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING < BUILDING FOUNDATION. IF NO SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS WITH APPROVED CONSTRUCTION DOCUMENTS: AND SPECIFICATIONS CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES Stantec Architecture Inc. Tel. 707.765.1660 SOLUTION. FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, REPORT REFERENCE IN NOTES 3,6,8,10 & 11. YES NO N/A GLU-LAMS, PRECAST CONCRETE, ETC ■ ❑ ❑ ) I 16. THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING a)DETAILS SUCH AS BRACING INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN ° CONSTRUCTION OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS b•THE BUILDING CODE REQUIRES THAT A SOILS REPORT BE PROVIDED FOR ALL PROJECTS )AND STIFFENING. ❑ ❑ ■ 6. STRUCTURAL OBSERVATION REQUIRED ❑ ■ ❑ SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION 1137 N. McDowell Blvd. Fax.707.765.9908 OR OTHER HEAVY ITEMS (200+ LBS) ON EXISTING ROOF/FLOOR FRAMING NO- IN SEISMIC DESIGN CATAGORIES C-F. BY PROCEEDING WITH CONSTRUCTION THE OWNER WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER CANNOT BE GUARANTEED. COMMUNICATION IS NECESSARY AND ANY STRUCTURAL Petaluma, CA U.S.A. 94954 www.stantec.com W OR TENANT AUTHORIZING THE CURRENT CONSTRUCTION MUST OBTAIN WRITTEN SHALL EMPLOY THE ENGINEER OF RECORD (SOLI) BRAD YOUNG AND ASSOCIATES, DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE SHOWN IN THESE PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE b)MEMBER LOCATIONS. ❑ ❑ •■ INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN OSSC 1709 AND ° BEING MODIFIED OR RECEIVING NEW LOADS FROM THESE PLANS. PERMISSION FROM THE GOVERNING BUILDING DEPARTMENT TO PROCEED W/ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE STANDARD NOTES _ AT THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED Drawing Title W DEMOLITION SHORING NOTES: CONSTRUCTION W/O A SOILS REPORT & TO USE THE BUILDING CODE TABLE 1804.2 c)APPLICATION OF JOINT ❑ ❑ • WRITING PRIOR TO NEEDING ALL INSPECTIONS. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. a~ 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS FOR SOIL DESIGN VALUES. CONNECTION. a) AND DETAILS z OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY 7 FO 4 UNDATION NOTES GENERAL NOTES a SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY Seal Drawn: Project No. m AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. ( BY BYA JOBS 09215 - LJ TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL SPECIAL INSPECTION NOTES ULTE Store No. Scale Z APPLIED LOADS INCLUDING DEAD LOAD, LIVE LOADS, SNOW LOADS AND a CONSTRUCTION LOADS, TO PROVIDE STABIUTY, AND TO PROVIDE FOR AS NOTED cr) RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED Drawing No. O MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. z ll 1 81 MISCELLANEOUS Reviewed . Jo Date w 0 0 2010 1. REINFORCEMENT, SHALL BE DEFORMED REINFORCEMENT, EXCEPT THAT PLAIN 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF DETAIUNG HOOK i DETAILING REINFORCEMENT MAY BE USED FOR SPIRALS. THE 2007 OREGON STRUCTURAL CODE TO ALL REQUIREMENTS OF ACI 318-05, E..........3 =---E (E) STEEL JOIST (E) STEEL JOIST w C1.- \ z >_ '''`'`' DIMENSION A OR G • DIMENSION 2. REINFORCEMENT SHALL CONFORM TO ASTM A 615, REINFORCING BARS SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT REQUIRED BELOW. 1:1-.....1 6' MAX. 0 .cc ce a m1-1-1 #12 SMS, TYP. UNO --- nt Db-- BAR DIAMETER Lib FOR CONCRETE. / oil z ,...cn 0 b -3 D 1 0 D 2. MIX DESIGN REQUIREMENTS: (E) OPENING DIMENSION w f),...,0 x o -, .a 0 3. REINFORCING BARS SHALL HAVE THE FOLLOWING SPECIFIED YIELD STRENGTHS: a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT 7' MAX. „:i zr.'"'d-z 4D,OR D = FINISHED INSIDE BEND DIA. < CJ ..-. a NO. 3 AND SMALLER - 40.000 PSI (GRADE 40) TYPES. MAXIMUM WATER/CEMENT RATIOS, COMPRESSIVE STRENGTHS / / (N) SMALLER OPENING R ci z L w,C.,:i , 2 1 2 IN. D = 6D b FOR #3 THROUGH #8 b NO. 4 AND LARGER - 60.000 PSI (GRADE 60) (E) OPENING DIMENSION m 6 0 X CL (f Pc), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE 0 IELECTIN*1410011 WITHIN (E) OPENING 5(4 D = 8D b FOR #9, #10, AND #11 NOTE: A706 GRADE 60 MAY BE SUBSTITUTED FOR a) & b) REINFORCING. OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S (N) 800S162-54 c..i SOILS ENGINEER AT THE TIME OF THE BUILDING PADS DESIGN AND CONSTRUCTION JOISTS 016" 0.C. 9 08 ,it0 \ ._. ,.... (E) SHEATHING 180AMG D = 10D b FOR #14 AND #18 80-DEG 4. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM 185. GRADE 65 FOR PLAIN WIRE AND ASTM A497 GRADE CONSTRUCTION (E) STEEL JOIST (E) STEEL JOIST DIMENSION OF STANDARD 180-DEG DIMENSION OF STANDARD 90-DEG 75 FOR DEFORMED WIRE ALL LAPS TO BE AT LEAST TWO CROSS WIRES. 321 West 84th Avenue, Suite A p (303) 412-2500 * f'c (PSI) MIN 0 28 DAYS U.N.O. 5 ALL WELDED REBAR SHALL BE ASTM A706. U.N.O. MAXIMUM Thornton, CO 80260 f. (303) 412-2574 \ (N) SHEATHING --# .,,,-- (E) BUILDING CMU / SBAIZRE SULFATE CEMENT WATER/ (E) STEEL OPENING - -------.. (E) STEEL OPENING ------, e HOOKS, ALL GRADES HOOKS, ALL GRADES , Y ' CONCRETE WALL A OR G J D A OR G D *PREHEAT THE REBAR IF REQUIRED BY AWS WALLS" PLYWOOD FRAMING \ FRAMING \ EXPOSURE ABV GRD (N) METAL STUD -' (BASED ON THE CARBON CONTENT OF THE REBAR) 0 (9 #3 5" 3" 2 1/4" 6" 2 1/4" TYPE CEMENT S.O.G.FOUND. CBOELAUmMsN z z z z \-.. - -o (6 ' FLOOR DECK 6. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM -L-J 55) 6 ri) #4 6" 4" 3" Er 3" NEGLIGIBLE TOsPLAPIBNG 3000 LT 2500 LT II 0.45 3000 3000 3000 o_z Z in irg . (1.Z COMITION 1 (NEW STUD DIRECTLY MUD, OIL OR OTHER NONMETALLIC COATING THAT DECREASE BOND. EPDXY (0-150 PPM) wr CONC. YfT CONC. 0 W 0 W #5 7" 5" 3 3/4" 10" 3 3/4" COATING OF BARS IN ACCORDANCE WITH ACI 318-05 SECTION 7.4 SHALL BE lo 'F,. -- NW "co M PERMITTED. MODERATE N/A N/A 0 I I 1215 - IINI/ 17;38 - AGAINST' EXISTING BULDING WALL) #6 a" 6" 4 1/2" 1'-0" 4 1/2" 7. REINFORCEMENT, PRESTRESSING TENDONS AND DUCTS SHALL BE ACCURATELY (150-1500 PPM) II 0.45 4000 4000 4000 Nc" 0 11 01: 5 61/.4" 5 61/.4" SHALL BE SDECAUDREQEDUAATEGAILYNsSTUPDPISOPRLATECDEMBEENTFORwEITHCOINNCTROETLEERAINSCES PLACED, AND II 0.45 4500 4500 4500 N/A N/A \ #8 87"" 11'----42"" SEVERE(1500-10000 PPM) (E) STEEL JOIST (E) STEE OPENING FRAMING (E) STEEL JOIST (E) STEEL OPENING / (N) 18ga. STUD SPACERS 8. TOLERANCE FOR DEPTH d, AND MINIMUM CONCRETE COVER IN FLEXURAL VERY SEVERE V+ #9 1*-3" 11 3/4" 9 1/2" 11-7" 9 1/2" 0.45 4500 4500 4500 N/A N/A FRAMING (N) METAL STUD-.. ,i,, DOUBLER ONLY REQUIRED MEMBERS, WALLS AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: (OVER 10000 PPM) POZZOLAN ( ) 800S162-54 Fr WHEN THE GAP IS #10 1'-5" 1'-1 1/4" 10 3/4" 11-10" 10 3/4" BOX BEAM GREATER THAN 10" TOLERANCE ON MAXIMUM SIZE AGGREGATE 1 1/2" 1 1/2" 1" 3/8 3/8 11 11-7" 1*-2 3/4" 12" 21-0" 12' TOLERANCE ON (N) SHEATHING DOUBLER CAN ALSO BE d MINIMUM USED TO COMPENSATE #14 2'-3" 1'-9 3/4" 18 1/4" 2'-7" 18 1/4" CONCRETE COVER *SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MINIMUM f'c. FOR NON-STUD DEPTH WHERE SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE #18 3'-0" 2'-4 1/2" 24" 3'-5" 24" d .. 8" ± 3/8" - 3/8" (N) 18ga. STUD \ DIMENSION GAP (le 5" , TABLE VALUES ARE HIGHER. WALLS f'c ALSO IS APPLICABLE FOR RETAINING WALLS. CAN HAVE (2) 3 5/8 W/ #3 TO #5 - b) CONCRETE SLUMP SHALL BE DESIGNED TO 4". ALL CONCRETE WITH SLUMPS (E) STEEL JOIST (E) STEEL JOIST SPACERS A 2 1/4" OVER LAP). 6Db OR d > 8" ± 1/2" - 1/2" IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED D = BEND DIAMETER "5"1 MIN. OVER LAP IS 1/4• THE GAP WIDTH OR 2" 2 1/2" MIN. EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE PLAN - TYP. (E) ROOF OPENING W/ (N) INFILL . WHICH EVEN IS GREATER. #6 TO #8 / SHALL BE MINUS 1/4" (64 mm) AND TOLERANCE FOR COVER SHALL NOT MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE 0 EXCEED MINUS ONE THIRD THE MINIMUM CONCRETE COVER REQUIRED BY THE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON PLAN - 'TYP. (E) ROOF OPENING Wi (NO INFILL AND (N) SMALLER OPENING WITHIN THE INFILL 12' MAX. SPACING SEE A/- FOR MORE INFO. 12D b n HOOK ii \ n HOOK ii AliCI APPROVED PLANS OR SPECIFICATIONS. CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. BETWEEN SPACES (6 A OR G I I A OR G 11 9. TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE 0 STEEL JOIST & METAL DECK 0 STEEL JOIST & METAL DECK AND / OR \ I \ \ I SHALL BE ±2" (±51 mm) EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER SUPPORT (6 3/8" 0 x4" TITEN HD Or x 6Db OR I / I WHERE TOLERANCE SHALL BE ±1/2" (±12.7 mm). MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS LOCATIONS, TYP. SCREWS -" • 2 1/2 \ EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN (E) METAL DECK U.N.O. 0 z A MIN.11 0 z. NC>i\'' 10. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE COVERAGE SHALL BE AS FOLLOWS: STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLDOWN ANCHORS, AND (E) METAL DECK r_____ SEE ARCM.. PLAN FOR WATER PROOFING (E) TO (N) DECK INTERFACE (N) METAL DECK TO MATCH THE FORM & GAGE OF THE (E) METAL DECK. ATTACH W/ #12 SMS W/ NEOPRENE WASHER 0 EVERY DOWN FLUTE & 0 6" O.C. 0 PANEL SEAMS & EDGES (N) METAL DECK TO MATCH THE FORM & GAGE OF THE (E) METAL DECK. ATTACH W/ #12 SMS W/ NEOPRENE WASHER 0 EVERY DOWN FLUTE & 0 6" 0.C. 0 PANEL SEAMS & EDGES SEE METAL STUD --------..- (6 FRAMING DETAIL FOR TYP. BUILDING DETAILS & REQUIREMENTS A07-- (E) BUILDING CMU / CONCRETE WALL z 0 M&-i R'6 L m Db o ES- D \ 140 1 264 - G zi-(7) -z < L LA' o a- D i AO I b 0 z 0 m c7) ZC"6 L m o 8 - D - (40 Db CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH OR WEATHER: (NO. 6 THROUGH NO.18) 3" 2" (NO. 5 AND SMALLER) 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: OTFIER INSERTS SHALL BE SECURED IN POSMON AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS MUST BE REVIEWED BY THE ENGINEER. \ I- 1, BEAM BEAM I. BEAM SLABS, WALLS AND JOISTS: (NO. 14 AND NO.18) 1 1/2" 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR ma MR IMM MI MS 1= MR MS =II 11•1 - ■ AIM AM MIR r /1111 MIK MO (N) 8005162-54 BOX BEAM GAP 24" MAX. (NO. 11 AND SMALLER) 3/4" ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR ]II illL #1(2) 2 TEK 1,24" MAX.,1k7 90ADEG 135..DEG 135-DEG BEAMS AND COLUMNS: SHELLS AND FOLDED PLATE MEMBERS: (NO. 6 THROUGH NO.18) 1 1/2" FINISHES AND SLAB DEPRESSIONS. 3/4" 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO SCREWS 0 EA. r I \' .._ (N) 8005162-54 INFILL JOIST 016" O.C. MERU"HOCKS BESMIC STIRRUP/TIE (NO. 5 AND SMALLER) 1/2" EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. STUD, TYP. (N) 8005162-54 BLOCKING (CUT FLANGE & II Il I N111111.4 (TIE BENDS SIMILAR) CONCRETE TILT-UP PANELS CAST AGAINST A 8. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE-MOLDED EXPANSION BEND WEB W/ (3) #12 SMS EA END TO PI BEND icE MIN. OVER LAP IS ONE . „ -- RIGID HORIZONTAL SURFACE, SUCH AS A JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN S/JCT8 JOIST HANGER. WELD TO (E) FRAMING W/ 1/8" , QUARTER THE GAP WIDTH PERPENDICULAR JOIST) (N) 800S162-54 BAR 90' 135" 135'SEISMIC HOOK CONCRETE SLAB, EXPOSED TO THE WEATHER: (NO. 8 AND SMALLER) 1 NO CASE MORE THAN 24'-0" O.C. FILLET WELD TO TOP OF (E) SUPPORT OR IF THE (E) R 2" WHICH EVEN IS S/JCT8 JOIST HANGER. WELD TO (E) FRAMING W/ 1/8" FILLET JOISTS 016" O.C. (2) #12 0 6" O.C.0C SIZE D (NO. 9 THROUGH NO. 18)_2 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR CONDITION ALLOWS USE (5) #10 SMS (1 ON TOP & 4 GREATER A OR G A OR G APPROX. H SIZE D A OR G APPROX. H NOTES: WELD TO TOP OF (E) SUPPORT OR IF THE (E) CONDITION _ TO THE FACE OF (E) MEMBER AS SHOWN IN THE ICBO ..• FOUNDATION WALL wrrH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR ALLOWS USE (5) #10 SMS (1 ON TOP & 4 TO THE FACE OF (E) #3 1 1/2" 4" 4" 2 1/2" #3 1 1/2" 5" 3 1/2" 1. PLACE REINF. AT MID-THICKNESS FOR SLABS ON GROUND BUT MAINTAIN BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT REPORT) IN PLACE OF WELDING THE HANGER TO THE t , . MEMBER AS SHOWN IN THE ICBO REPORT) IN PLACE OF WELDING TOP OF THE EXISTING SUPPORT, TYP. EA. END OF THE #4 2" 4 1/2" 4 1/2" 3" #4 2" 6 1/2" 4 1/2" ABOVE CLEARANCES. MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH THE HANGER TO THE TOP OF THE EXISTING SUPPORT, TYP. EA. - ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE NOT CLOSER THAN 7 (N) JOIST. 0 2. THE CONTRACTOR IS RESPONSIBLE FOR ADDING ADDITIONAL CONCRETE TO BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3x3x1/4 PLATE WASHER END OF THE (N) JOIST. MEET' THE ABOVE CLEARANCES & ALL OTHER CLEARANCES REQUIRED BY SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. ® !NALL (E) OPENING C.) COM:1110N 2 (GAP BETWEEN NEW 0 AND EXISTNG BULDING WALL) #6 4 1/2" 1'-0" #7 5 1/4" 1'-2" 8" 9" #8_ 6" 11-4" 10 1/2" 4 1/2" #6 4 1/2" 11 6 1/2" 5 1/4" #7 5 1/4"l'-0 1/2" 7 3/4" 6" #8 6" l'-2 1/2" g" THESE PLANS AND AC1. TYP. 0 ALL CONCRETE. CONTACT THE ENGINEER IF THERE ARE ANY QUESTIONS BEFORE BEGINING CONSTRUCTION & / OR FABRICATION. 10. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS (N) METAL DECK TO MATCH THE FORM & GAGE r- OF THE (E) METAL DECK. ATTACH W/ #12 SMS WI NEOPRENE WASHER 0 EVERY DOWN FLUTE & 0 6" O.C. 0 PANEL SEAMS & EDGES S/JCT8 JOIST HANGER. WELD TO (E) FRAMING W/ 1/8" FILLET WELD TO TOP OF (E) SUPPORT 6 VI IETAL 8111) TO BEM all I/CCACHIALL ATTANEIT NOTE: 1. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL s 11. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, FOOTINGS, ETC. SHALL BE AS SPECIFIED IN NOTE 14. VERIFY WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. ALL REINF. SPLICES OR LAP SPLICES OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND (N) 8005162-54 BOX BEAM OR IF THE (E) CONDITION SHALL BE LOCATED AS INDICATED ON THE PLANS IF SPUCE OR LAP LOCATIONS FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS \ ALLOWS USE (5) #10 SMS (1 ON TOP & 4 TO THE FACE OF NO SCALE 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, EXCEPT AS SHOWN ON THE DESIGN DRAWINGS OR PERMITTED BY THE ARE NOT INDICATED ALL LAP & SPLICES SHALL BE STAGGERED 21-0" O.C. PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT (E) MEMBER AS SHOWN IN THE (E) OPENING FRAMING ADDITIONAL MINC.ONC. LOAD LOADS APPLIE_D WITHIN 6" OF PANEL BUILDING OFFICIAL 12. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL (AS IN WALL) SO AS BE DEPOSITED IN THE STRUCTURE. --- 1 ---Ifil 1 , Y L70 CLIP ES OF (N) BOX BEAM (N) 8005162-54 11 ICBO REPORT) IN PLACE OF WELDING THE HANGER TO THE TOP OF THE EXISTING SUPPORT, wialrap. TYP. EA. END OF THE (N) JOIST. ar Elm I 1 (N) 8"x18ga. BOX BEAM 1 1/2" TIP. „ , , ,- POINTS DO NOT REQUIRE AUXILIARY WEBS. U.N.O. , -PANEL POINT i WPICAL • TOP STANDARD I-100K DETAILS (6 NO SCALE ' ' ' TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE CONCRETE BEING LEVEL AT ALL TIMES. 13. REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF ENGINEER. BENDS SHALL BE MADE COLD. 12. ADDMVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN TO THE SIDE OF THE (N) JOISTS 016" O.C. , , , CHORD \ UNLESS OTHERWISE NOTED. CROSS BOX BEAM , , NEW L 2x2x1/8" AUXIUARY : ,„ WEB EACH SIDE OF WEB U.N.Q.`, 'c.x m Ic-y) '''''' .'"-- #12 SMS, TYP. UNO 14. TYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH 15. AGGREGATES SHALL CONFORM TO ASTM C33. , 0 C .0 , . , , , '\ , , . ,5 3 z° m 0 7:4 0- ,. W C'i , , REBAR SIZE SPUCE LENGTH, INCHES EMBEDMENT W/ HOOK EMBEDMENT W/0 HOOK 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE ENGINEER. MIXES SHALL CONFORM TO APPUCABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE , , - p CZ(1. , • , , ci 5 ul #3 24" 9" 21 DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL # SMS 018" 0.C. , , z a BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE , , , BOTTOM , •, AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. , 1`%1- Uj 362T150-54 , i , CHORD ,i a-cc (E) SHEATHING #4 32" 12" 27" \ , - ..4- ... - --- 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE --; ir-r-,--11 #12 SMS 018" O.C. PANEL POINT -I #5 40" 15" 33" SHOWN. , I TYP. 1/8 r 0 TYPICAL (N) SHEATHING -" ,r- (E) BUILDING METAL STUD #6 48" 18" 38" 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIOR Ir.! (N) 800S162-54 BOX BEAM LOAD TO TOP CHORD (N) METAL STUD --- TO POURING CONCRETE. #12 SMS 018" O.C. 1 #7 69" 21" 53" 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS IIIIII =fill. #12 SMS 018" O.C. NOTE: . . , ' , „ " TOP ii.i. #8 78" 24 59" OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. NOTE THAT BRACING AND UFT INSERTS, AND CHAIRS AT TILT-UP PANELS, NEED NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. „ , , CHORD fig 88" 27" 65" THE CONTRACTOR MUST PROVIDE ALL ADDITIONAL ROOFING/FLASHING , \ (6 362T150-54 & COORDINATE WITH THE APPROPRIATE DESIGN CONSULTANTS & \ , CXXXITION 1 (NEW STUD DffECTLY #10 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 98 31 73 24 HOURS; AT WALLS LESS THAN 4 HIGH - 36 HOURS. #12 SMS 018" 0.C. --11111111111111111.1."-- ROOFING COMPANY SO THAT 'THE FRAMING SHOWN IN THIS DETAIL & , THESE PLANS IS COMPLELY SEALED FROM WEATHER & TO ENSURE , A ROOF WARRANTE CAN BE OBTAINED AND BE TO THE BUILDING ... AGAINST EXISTING FRAMING) #11 108" 35" 81" 21. CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347. ® TYP. BOX. BEAM OWNERS SATISFACTION. , , , N u)L6u2x2x1giB" \\,, , : ,1 1/2" MIN. TYP. , N SPLICE . / 22. TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE LENGTH -I' LENGTH INTO" ESEmCITINuOmNumINDAICACCTEEPDT. BAEANDMSW1ANDTHDS SLABS EACH SIDE OF WEB , BOTTOM / (N) 18ga. STUD SPACERS l' INDICATED CROSS BA ARE CONCRETE ACCEPTABLE SIZES BLAUGEDREPSTIZHES 8 , EXISTING ROOF OPENING WITH NEW INFILL , ,. CHORD (N) METAL STUD DOUBLER ONLY REQUIRED ....- ... _ ......-. FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDMONAL REINFORCING 1 WHEN THE GAP IS NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES UKCI GREATER THAN 10" REBAR TO BE (N) SHEATHING DOUBLER CAN ALSO BE SPLICED ::: HOOK SHALL BE REMOVED. HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF CENTER OF HSS AND TEK TYP. 0 ADDMONAL\---LOADS APPLIED WITHIN 6" OF PANEL USED TO COMPENSATE .. - .• ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. ' ----CONCRETE SURFACE OR 23. WHERE HILTI EPDXIES ARE SPECIFIED IN THESE PLANS THE CONTRACTOR >- NOTE: 1/8 y r CONC. LOAD POINTS DO NOT REQUIRE AUXILIARY FOR NON-STUD DEPTH TO EDGE OF ANGLE 7/8" 1 BAR DIAMETER z MECHANICAL EQUIPMENT WEIGHING LESS THAN WEBS. U.N.O. DIMENSION GAP (ie 5" JOINT IN CONCRETE 0 100 lbs. MAY USE THIS DETAIL OR DETAIL C/-1 1/4" 0 TEK SCREWS. HSS I 1/4"xl 1/4x3/16 LOAD TO BOTTOM CHO M (N) 18ga. STUD CAN HAVE (2) 3 5/8 W/ MAX. MAY SUBSTITUTE AN APPROVED EQUAL (Ic SIMPSON STRONG TIE, ETC.) C 053 .. 1- _, o THREADS MUST PENATRATE SPACERS li, A2 OVER LAP). Lu 7.---- RIDGE) INSULATION 1 CONCRETE NOTES 0 6-6" (MAX.) DECK BUT NOT ROOFING, NOTE: OVER LAP IS 1/4 15. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN / / CONTRACTOR TO VERIFY (E) METAL DECK 1. NOTIFY THIS ENGINEER IF EXISTING STEEL TRUSS CONFIGURATION CONFLICTS WITH THE 1 L J' THE GAP WIDTH OR 2" ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL '2, , ', „, -' o ADDITION OF THE AUXILIARY WEB MEMBERS AS SHOWN. WHICH EVEN IS GREATER. LLI WEIGHING (E) JOIST (SHOWN) OR WF 1 E MEEsCsH ATNH1,C‘A LN 4E0Q0U ILPBMsE N T ll 7----. ' 16, ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY PIPES PERMITTED 2. THE CONTRACTOR IS RESPONSIBLE FOR SHORING IN-SEVICE(ERECTED) TRUSSES DURING iii SEE A/- FOR MORE INFO. IN THIS AREA 4!• ON ' ' BEAM (NOT SHOWN) TOP 12' MAX. SPACING ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH All WELDING PROCEEDURES. THE SHORING MUST REMAIN IN PLACE UNTIL ALL METAL a. OPTION 1 - <3x3x3/16 ANGLE CUP CHORD COOLS. THE SHORING SOLUTION IS BY OTHERS, TYP. BETWEEN SPACES r c-,....A.,--\ tn • THE LATEST EDITION OF THE CRSI " MANUAL OF STANDARD PRACTICE" ,„/( ( coe k ui W/ (4) 1/4" 0 TEK SCREWS 0 EA. -, AND / OR NORMAL SOT. OF FTC. -'1.1- $1,`" il )19 ri.9 eN■7 0x3x1/4 AUX WEB REQUIRED 0 - LEG (8 TOTAL) ..... OPEN WEB JOIST (ONLY). SUPPORT (2) #12 TEK SCREWS 0 3 REINFORCING 07.s. S CN?1,PRiC:19A LOCATIONS, TYP. r EA. STUD, TYP. I ilpr 18" MIN. le/. %-44" Rfi- **& , .. ........41 r Mil REQUIRED 0 SUPPORT 7 FIELD INSTALLED AUXILIARY WEBS U.N.O. 3 PIPE AND B. / P / (E) JOIST (SHOWN) ANGLE BEARING LOCATION L J (E) SHEATHING _ --- - z OR WF BEAM (NOT ...- - WHEN EQUIPMENT WEIGHT FOR CONCEYTRA7ED WADS 43 ,,„1 I= SHOWN) BOTTOM , IS MORE THAN 300 LBS. SEE METAL STUD rn 41/ CONCRETE EXPIRATION DATE: 6-30-2012 c) .- (E) BUILDING METAL STUD iii'mj PLACED BEFORE FOOTING - , - .,-. --. N,''N bi <3x3x /4" OPTION 2 CHORD (NOT REQUIRED 0 WF FRAMING DETAIL x z 3/1 6 L---ip -__11 •z SUPPORT FOR TYP. 0 BEAM LOCATIONS)/ SAME WIDTH AS FOOTING • -- . - \ ,,.1 -- w ell BRAD YOUNG & ASSOCIATES, INC. o ANGLE BUILDING DETAILS AND FULL WIDTH OF 1 1 1,-7111,-H E ■ 111 z 0 STRUCTURAL ENGINEERING .-- & REQUIREMENTS (6 PIPE TRENCH. (TYP.) 11 \----: -4i E . H . .,..,,,W.H12,1(NDON AVILN U LE,SU.11E 101 2 VAT I 0 It' \ l' FOR PIPES PASSING UtIDER 01 FRESNO,CALIFORNIA 93711 411) I I ' PHONE:(559)222-9600 FAX:(559)222-9633 , FOOTNO 38g OR LESS BELOW 0 1 ‘..-- GAP 24" MAX. PPM N BACICFLLED TIEN04513 . I 1,24" MAX.,1 (DN°RMAL BOTTOM°F F°anNO, 0 PARALLEa.TO FOOTINGS I WELD ANGLE TO DECK W/ 1/8"-,.... \\ (2) #12 0 6" O.C.D -r''T-771,-+-+-71 I-- --I n_++++++ pm FILLET WELDS 0 EA. FLUTE, TYP. t 6/7/2010 0 4.. . 8 A PLAN CHECK COMMENTS u) <3x3x1/4 CROSS MEMBERS ATTACHED FM 00 2 NOTE: cso MIN. OVER LAP IS ONE -\--" "R ]4 SEE TYPICAL STEPPED , _ o 0 'TYR TO ADJACENT PERPENDICULAR C J QUARTER THE GAP WIDTH a ' FOOTING DETAIL i-q9. g PLAN CHECK SUBMITTAL 05/10/10 z SUPPORT ANGLES CO BOTH ENDS PER CO ,„..,,... .____________ OPTION 1 OR OPTION 2 ._ ,/ r OR 2" WHICH EVEN IS re) 1 FOR INC \ LL REVIEW SET 04/01/10 -,t' GREATER a !.:2 , (E) JOIST (SHOWN) OR WF - II I- e ... No. Revisions and Milestones /Submissions Date m _____ _\_ - BEAM (NOT SHOWN) I , 1 ifr7,...__ OUTLINE OF r z EQ. EQ. I-1 0 12g T eAR OR , , (3x5x1 4 BELOW I MEC AM■ICAL 0 i' Icii u- EC/ Lu <3x3x1/4 CROSS MEMBERS j I I PME NT ).... 4 ULTIMATE ELECTRON I CS "i MECHANICAL EQUPIMENT WEIGHING -\ ATTACHED TO ADJACENT 0 O LESS HAN 400 LBS CENTERED PERPENDICULAR SUPPORT I I CONDMON 2 (GAP EEIVAMNI 10031 cAscApe AVE (f) :ETWEEN TO ROOF JOIST ANGLE 0 BOTH ENDS PER • i FOR PPM PAINING IMIER FOOTNG OVER 381 BELOW T I SAW, OR OPTION 1 OR OPTION 2 NEW MID EXISTING RIAW1G) ®NORMAL BOTTOM OF FOOTNG,STEPPED FOOTNO 18 REOD. O ,L--.._...-...... ..1 , D HSS 1 1/4x1 1/4x3/16 T 0 . RIDGE INSULATION >-- o 1 0 18" 18N 2 x "A" "A" 2 x "A" 5 NEW TO BEING?PETAL RID WALL ATTACHAENT 2 RELATIONSHIP OF PIPES Stantec Architecture Inc. Tel. 707.765.1 660 .0 Stantec / / / a, / / ---) TRENCHES TO F0077N09 NO SCALE _ ,,- ,. 1/4" TEK SCREWS, TYP. I 4. I NO SCALE , O 1137 N. McDowell Blvd. Fax.707.765.9908 ® jr_ - // // - -- Petaluma, CA U.S.A. 94954 www.stantec.com --.4 1"Al,• MINIM •'j(1,1" STANDARD NOTES c, Drawing Title eL (7) 0 TEK 1/4" F-- SCREWS, TYR // AND DETAILS 1/4" MIN . r;'91.N.-7,, I <3x3x1/4" Seal Drawn: Project No. SUPPORT ANGLE co ' BY BYA JOB#09215 .. 0 bi ULTE Store No. Scale '.....*-- ---------.-(E) JOIST (SHOWN) OR -------- ..' AS NOTED 0 WF BEAM (NOT SHOWN) Drawing No. „ 0 z Reviewed 61.2 < 9 TYP. LIGHT MECH. EQUPIMENT SUPPORT Date cn 1 EOUPIMENT WEIGHING LESS THAN 400 lbs. , L,, .in 0 D a0 HEADERS SUPPORTING EXTERIOR WALLS ES /EN u" , �, ,V„ �I ,' 610A.• Cam' 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS. CURRENTLY �,--[.iii.11 E-31 SHEARWALL INFO. ES/EN SEE PLAN FOR 1'X 1 1/2' ► 3/4 ROOF 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CU WALL STUD 8' MAX. CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.LS.C. AND A.W.S. OF HEADER OF ALL STUDS SHOWN ARE 18ga. SHEARWALL INFO. END STIFFENER 80TH SIDES I''�� L ECIFICATIONS. ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELD SPAN HEADER MEMBER W (IN) MEMBERS (DOUBLE TRIMMER # OF MEMBER MIN. USE THICKER SECTIONS �_` Ogi TO MATCH STUD / 1/16 X3/4' 1 2• IIII / w (FT) DEPTH (IN) THICKNESS MIN. AT STACKED BOX STUDS KING STYLE { / .� MIN. THICKNESS STUDS WHEN REQUIRED BY SHEARWALL --" °°. 3/4 ♦ w BEAMS) r, � 1 °°°"°° (2) 8 SMS q�GTjaNS H Oh �� - ��►.r I US G 1 1/2 x 1��� SILL TRACK ��L ` ARC WELDING PROCESS (SA ) H -HT - �� UX-CORED ARC WELDING PROCESS (FCAW WITH E7IT-8 ELECTRODES (E70T-4 [111111---7-- ]..- STACKED I TEST REQUIRED SPACING FROM-- r 10" II�I11 I�� LENGTH THAN STUD ELECTRODES ALLOWED FOR SHOP WELDING ONLY) LOW HYDROGEN ELECTRODES 0 EL IECTR OCS - BEAMS ES /EN 1 ADJACENT WALLS), TYP. , - WIDTH (4) #8 SMS SHALL BE USED AND KEPT DRY, AND PARENT METALS SHALL BE PREHEATED IN r 28' OR FULL .054" 2" 3 (2) .054 (3) .054 S �"�'�*1 J[ L.J L �'" METAL STUD I AS SHOWN ACCORDANCE WITH AWS STANDARDS. NO WELDING PERMITTED ON MEMBERS MAX 20" r - ■►� , #8 SMS E.S. 1/2 0 x3 TITEN HD FLOOR OR TOP OF SUPPORTING LOADS. DESIGN AND CONSTRUCTION SECTION OF J I/2" 0x5" TITEN HD SCREWS BOTH SIDES SCREWS 0 52" O.G. (MAX. STUD LATERAL BRACING . FULLY SHEATHED SEE FOUNDATION PLAN ALL STUDS SHOWN ARE 18ga. SEE FOUNDATION PLAN • SCREW ATTACHMENT (BOTH SIDES OF 3. WHERE THE CONTRACTOR REQUESTS WELDING TO BE USED IN LIEU OF BOLTED p ( ) 1/16 3/4 SPACING) U.N.O. WITHIN ( 321 West 84th Avenue, Suite A 303 412-2500 ES /EN FOR COLUMN INFO. (CENTER MIN. (USE THICKER SECTIONS FOR COLUMN INFO. (CENTER 0 32 O.C. (MAX. SPACING) THE STRUCTURAL PLANS, 3 5/8' THRU 8" MEMBERS THE STUD) PORTION CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR Thornton, CO 80260 f. (303) 412-2574 COLUMN IN THE WALL, WHEN REQUIRED BY SHEARWALL COLUMN IN THE WALL, U.N.O. WITHIN THE OF THE WALL APPROVAL. SEE PLAN FOR TYP. U.N.O. STUD CQALLOUT) TYP. U.N.O. STRUCTURAL PLANS, TYP. BRIDC NG DETAIL • 8' O.C. 4. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED NOTE: SHEARWALL INFO. ALL STEEL STUDS ARE DESIGNATED PER THE SSMA STANDARD FOR EXAMPLE: 1 WALL STUD TO (tj OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16" LARGER THAN FOR A 6" HEADER W/ .043" MEMBER THICKNESS W/ "W" = .162" (VERTICAL) IIAAX. REQUIRED IF W/ MEMBER STYLE S USE: 6005162-43 SILL TRACK ATTACHMENT WELD ATTACHMENT THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR TYPE, AND A ENDWALL SHEARWAL WI STEEL COLUMN STEEL COLUMN WITRHIN A SHEARWALL A 1 > CONNECTION Al CON1ECTION THERE IS NOT SHEATHING ES 3/16" LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR ' 0 Q OF THE STUD FOR THE FULL OF MASONRY. _ PROVIDE 3"x18 ga. (MIN.) CONT. STRAP REQUIRED BRIDGING; IF UNSHEATHED PORTION OF A WALL LENGTH OF THE STUD 5 COAT STRUCTURAL STEEL AND OXI E OR Z NC CHRO E OR APPROVED EQUAL E81ASEONE SHOP (4) #12 SMS TO KING STUD EDGE SCREWS gip_� © ALL HORIZONTAL PANEL EDGES IS GREATER THAN 8'-0' IN HEIGHT, ROWS AT 4'-0"MAX. _ (SEE SCHEDULE FOR NOTE: TRACK (OF THE SAME GAGE AS MORE INFO., TYP.) (SEE SCHEDULE FOR EQ. ROTATE SHEATHING 90' FROM '► METAL- STUD SW CONNECTION 6. STANDARDS: TURAL & MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING SEE SCHEDULE FOR THE WALL STUDS) WEB TO WEB MORE INFO., TYP.) EDGE SCREWS WHAT IS SHOW WHEN USING i ROOF GAGE & Fy STEEL COLUMN 0 THE END OF 1/16 (SEE SCHEDULE FOR 7/16" SHEATHING & THINNER. IYP. a) WIDE FLANGE MEMBERS (W, S, AND HP SHAPES) ARE TO BE ASTM A992 A SHEARWALL, WHERE / IF APPLICABLE 1/8• EQ. "'� MORE INFO., TYP.) (Fy=5Oksi) IN ACCORDANCE WITH AISC. WEB OF i ■ TOP PLATE '-.,,•- 1/16�3/8 TYP. b) CHANNELS, ANGLES, TEES, AND MISCELLANEOUS AISC STEEL SHAPES ARE TRACK I SHEATHING SEE SCHEDULE FOR I ,,, .-IT S" TT- ,-r ITT -11`` 'TI-• �I TT-: -°IT-- • METAL STUD BOTH SIDES TO BE ASTM A36. Fy=36 KSI MIN. LINO MORE INFO. O MIN. SHEATHING TRACK #8 SMS O 12 O.C. E.S. AT 1/4 PT& 1/16 /1 METAL STUD c HIGH STRENGTH BOLTS: ASTM A325N 1 2" TO 1" DIAMETER ••• i■ I I I I I I I I I I I I STAGGERED s o.c. TOTAL ) /irwilivil ._.._.,. a DIMENSION EACH WAY, TYP. ( w w e.��,E �� 1.. I I w, /` INCLUSIVE FY=92 KSI. 1 1/8 TO 1 1/2 DIAMETER INCLUSIVE o o EDGE SCREWS STAGGERED III II ` II I) I I1 �� 12 ® 6" O.C. 1 1/2" CRC, 16 GA. METAL TRACK 111 FY=81 KSI b � - � � � i� ' OTHERSE NOTED.NOTCH FLANGES & I ( I STAGGERED��RUN STUD WEB OUT 8 SMS m 12" O.G E.S. PE SHALL CONFORM TO A.STM. F =35 KSI. MIN O O AS SHOWN 01 JAMB w ( 0TH SIDES OF THEUSLLTIYJ SHEATHED ) Y STUDS I ��� it METAL TRACK METAL TRACK fTO A.S.T.M. A-500 x 2oga., U.N.O.)iiI i i I I .j. DOUBLE STUD W/ TRACK x 18ga.o AGGERED VERT. PLYWOOD I BN DET • 8 SMS E.S. 0�`(6) #12 S.MS. EACH I I I Ii' I I HOEDOWN U.N.O. SINGLE STUD W/ G L 8 O.C. -...r ,�,, g)ANCHOR BOLTS: ASTM A307 TYPICAL.s;: �■ ■■ SIDE OF JAMB STUDS , TYP. I I . TRACK@ LOCATIONS W/ OUT (VERTICAL) MAX. REQUIRED IF STUD 1/16 '3/4 �� h)HEADED STUDS: ASTM A108. WEB TRACK I�► ��• 1/4" FIELD SCREWS I( `, i:, 1 STEEL COLUMN IN THE SHEARWALL,I' l I A HOEDOWN (U.N.O.) // (SEE SCHEDULE FOR (I> I I II i i! WHERE / IF APPLICABLE I I I I II II. SEE PLAN FOR MORE INFO. THERE IS NOT SHEATHING ES i) WELDING ELECTRODES: E7OXX #12 s.MS. 0 18° o.C. MORE INFO.,L TFOR i 1) ALL PLATES, MISC. SHAPES, AND STRUCTURAL SHAPES (AISC, etc.) USED ,2 LO12 O.C., TYP. HI `ir I I I I I I i i i i' I I I I I I I I I II i HOLDOWN OF THE STUD FOR THE FULL AS PART OF A CONNECTION, DOUBLER PLATES, CONTINUITY PLATES, ETC. MAX. & 6 FROM ENDS # i I � TRACK LENG-I"H OF -I-HE STUD IN THESE PLANS SHALL BE MADE OF EQUAL MATERIAL (MATERIAL illiNkles 3 5/8" MIN. TYP. T&B. TRACK OF THE I8 a. SILL PLATE, U.N.O. I I I I.I �'ill MULTIPLE STUDS / COLUMN MULTIPLE STUDS / COLUMN � SAME GAGE AS '1 9 PROPERTIES, GRADE, YIELD STRENGTH, ETC.) AS THE MAIN STRUCTURAL HEE,��J��+�T� �QQFF THE STU = I I: I I II I II I II I II I II I I I I II I. I I WELDED COP EI.'110N SI CON�E�CTION WB-D CONNECTION MEMEBERS BEING CONNECTED, TYP. EADSR rtkie.1-S I SHEARWALL HOLDOWN AS REQUIRED w 24" 24" 6" w 24" w 6" w w hi I I I I I I I l I I II (I I I .- I I I I BY PLANS SEE PLAN FOR 6 4 O.C. (MIN.11 24 O.C. 6 6 24 O.C. 24 0.C. 6 6 24 O.C. 7. LIGHT GAUGE COLD-FORMED STRUCTURAL STEEL SHALL CONFORM TO THE MUST ALWAYS BE A L . :. I I ., ::: i / i. ■ y / / y MEMBER ON EA SIDE - �- - - - ,- - • SIZE & LOCATION 2" U.N.O. MIN. ( "I MIN. MIN. MIN. SPECIFICATIONS OF THE AISI - GENERAL - 04 AND AISI - NAS - 01 SEE PLAN FOR ' .', a a Q° #8 EDGE SCREWS / / U.N.O. U.N.O. U.N.O. U.N.O. OBEAFiNG SECTION I FOOTING THICKNESS a a a °;. d- END OF SILL (AT END OF WALL OR (IF APPLICABLE) #6 EDGE S REWS #8 EDGE SC•EWS 8. LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED AS SHOWN IN THE A.IS.I. `� _ ;° DESIGN MANUAL, UNLESS SPECIFICALLY OTHERWISE CALLED FOR.INNEIRENZEit WITHIN THE WALL LENGTH) I _ a SEE CHART FOR # OF SINGLE TRIM 16" O.C. 6" FROM THE END \ `5, 00 1 ± ` �I`( 1 •` 9. ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND TUBE STEEL MEMBERS SHALL HEADER MEMBERS THERE l I I, rio, ,, �� TYP. + + + �- I. I �' + . �' Its ,� �' " HAVE 1 4 CAP PLATE WITH WELDS GRIND SMOOTH. U.N.O. TYP. ® ENDS / MUST ALWAYS BE A ', j L--_- L__., t° 1: ' l____, co MEMBER ON EA SIDE I I I I DOUBLE TRIM 5/8" 0 x 5" TITEN HD 0 16" 0.C., TYP. U.N.O. "� 10. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS STUD �� -I-J #8 SMS 12" O.C. #8 SMS 0 12" O.C. REQUIRED FOR ERECTION. IF ERECTION BRACING IS REQUIRED IT IS TO BE I 9 EDGE SCREWS di J (SEE SCHEDULE FOR MIN. TYP. + MIN. NP. 1 + �� PREPARED BY A LICENSED ENGINEER. TRACK OF THE MORE INFO., TYP.) to #8 SMS 0 12" O.C. z z I r-=il SAME GAGE AS MIN. TYP. a 11. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST D F. THE STUDS NOTE, . do REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES t-- I 1. A MINIMUM OF 3 SHOT PINS SHALL BE PLACED WITHIN ANY ONE PIECE OF SILL LENGTH. - + 0 THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD w o_ 0 SINGLE KING ( ) z z = w VERTICAL PANEL JOINTS MAY LINE UP WHEN PRACTICE AND THE AWS STRUCTURAL WELDING CODE. N a STUD LOCATION 2. USE A WASHER ®EACH EXPANSION OR EPDXIED ANCHOR IF USED - SEE WASHER SCHEDULE FOR SIZE. THE STUD OTHE JOINT IS A 18 go. x 1 5/8" o z co �''- 1/2"0 x 4" TITEN HD, TYP. :r = N N 12. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR w ee 3. SEE WOOD NOTES FOR MORE INFO. ON THE SHEATHING. FLANGE OR GREATER STUD. : 5 Z + + 1/2"w o N T V GROUTED WITH 1 1/2 NON-SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE cn I I 4. SEE STEEL NOTES FOR MORE INFO. ON THE STEEL STUDS & ATTACHMENTS. ' STRENGTH SHALL BE 4000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY 5. SEE CONCRETE NOTES FOR MORE INFO. ON THE CONCRETE & ATTACHMENTS. (?)-E- , CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. L-�L- " I 13. FULL PENETRATION WELDED CONNECTIONS (100%) AT MOMENT FRAMES, BRACED INTEASECI OF (UN)SHEATHED INTERSECTION OF SHEATHED INTERSECTION OF FRAMES, AND ALL FULL PENETRATIONS FIELD WELDS SHALL HAVE ULTRASONIC TRACK (OF THE SAME 5 SHEATHING METAL STUD WALL (OR ROOF SIM). WITH WALLS AT CORNERS. AND UNSHEATHED WALL SHEATHED WALLS TESTING FOR COMPLIANCE AISC 13th EDITION ULTRASONIC TESTING GAGE AS THE WALL SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY THAT HAS STUDS) WEB TO WEB BEEN INSPECTED BY THE NATIONAL STANDARDS. TESTING INSPECTIONS SHALL �:::,�?.;: NOTE; #12 S.M.S. 0 18" O.C. BE QUALIFIED BY ASNT BUREAU OF RECOMMENDED PRACTICE SNT-TC-A1. PROVIDE MAX. w CUT FLANGES OF TRACK AND BEND WEB. ALL TRACK MEMBERS SHOWN MUST MATCH THE STEEL GAGE OF THE STUD MEMBERS THEY ARE BEING FRAMED AGAINST, U.N.O. PROPER SURFACE PREP. AND BACKUP PLATES AS REQUIRED PER AISC AND AWS. 1 &&B6 FROM ENDS METAL STUDS %01%8" FILLET x 3" (BLOCK WEB TO PER SSMA STANDARDS ElEAM I STUD 8w d/3 MAX. (3" MAX.) SPLICE MUST OCCUR CENTERED �• EQ. / EQ. 14. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD C)BOX BETWEEN 2 STUDS OVER A COME IN CONTACT WITH THE PUBUC. UNLESS WELDS ARE PERMITTED BY THE (4) X12 SMS FROM WIDTH (W) SHEATHING TO BLOCK, TYP. - HOLE ONLY 0 BEARING / SHEARWALLS MST27 STRAP W/ #10 SMS 0 PROJECT ARCHITECT. w I la BRIDGING LOCATIONS & CENTERED ON ONE STUD 0 SHEARWALLS IF APPLICABLE 15. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU 1 r#12 S.M.S. 0 1$ O.C. I WALL COVERING (GYP. �"`' 2' (MIN.) x 18 GA. (MIN.) STRAP (COILED (,...-- NON-BEARING / SHEARWALLS, TYP. K. SEE p I STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION,___ MAX. & 6" FROM ENDS BOARD OR PLYWOOD y- , , NOT,, • THE , a • , AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING TYP. T&B. MIN. FASTENING IS X12 NMS MUST BE STRAIGHT & BEND FREE.) + + ! c� `� C ' ' + ' 7 `�' OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT I I 012" O.C., U.N.O. e 'of-1117 Begagti -. . \ -- OF THIS ENGINEER. WAIL COVERING (GYP. BOARD = 'i WALL STUD 2nd STUD IS REQUIRED 0 16. HIGH STRENGTH BOLTS WHERE INDICATED IN THE PLANS OR DETAILED SHALL = I I OR PLYWOOD) t-- 2nd STUD IS REQUIRED ® SPLICES 0 BEARING n. I I (4) #12 SMS FROM w ° SPLICES 0 BEARING SPLICE MUST OCCUR CENTERED / CONFORM TO A.S.T.M. A325 OR A490, AND BE PROVIDED WITH HARDENED WASHERS 0 / SHEATHING TO BLOCK, TYP. ° c� `x' `x'd' ■ SHEARWALLS,BEARING / BETWEEN 2 STUDS OVER A SHEARWALLS, �• CONFORMING TO A.S.T.M. F436. SLIP-CRITICAL TYPE BOLTS (A325-SC OR A490-SC) STUD TO TRACK #12 SMS 012 O.C., 1YP. r _� BEARING / SHEARWALLS MST27 STRAP W/ 1O SMS 0 SHALL BE TWIST-OFF-TYPE TENSION-CONTROL BOLT ASSEMBLY. AT CONTRACTORS FS I 1-31/1/S I I I N - -o , WALL STUD : I & CENTERED ON ONE STUD 0 SHEARWALLS IF APPUCABLE OPTION, THE COMBINATION OF HIGH STRENGTH BOLTS AND DIRECT TENSION LOAD '' N -`- NON-BEARING / SHEARWALLS, TYP. INDICATING WASHERS CONFORMING TO ASTM F-959 ARE ACCEPTABLE SUBSTITUTIONS. ilti ., 1 I cP ,,-METAL STUDS CONTACT SURFACES SHALL BE CLEAN MILL SCALE OR CLASS A QUALIFIED COATINGS. J rj TYPICAL TRACK SPLICE ELEVATION TYPICAL TRACK SPLICE PLAN 17. ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH o . = I J L j SHEARWALL j Sl E�4F1<III►,4t.L ASTM A-307 USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS, UNLESS PIECE OF TRACK OR STUD BLOCKING OTHERWISE NOTED. I SAME GAUGE AS STUDS. BLOCKING SPLICE IN STRAP (WHERE REQ'D.) w AT EACH END OF WALLS, ADJACENT f RUN STRAP CONTINUOUS BEtWEE 12 $' O.C. (WHEN SHEATHING WHERE APPLICABLE 18. WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS, OPENINGS SHALL w ' TO OPENINGS, AND 8'-0" O.C. BLOCKING PIECES - ONE #12 SMS BRIDGING IS REQUIRED) ' BE DRY-PACKED AFTER STEEL IS IN PLACE. KING STUDS MUST MAX. BETWEEN TO EACH STUD FLANGE AND FOUR RUN FULL HEIGHT OF TO EACH BLOCKING PIECE SECTION ELEVATION WALL STUD WALL STUD . THE WALL ES CENTER OF BLOCK (3) #12 SMS 016 O.C. TYP. (1) #12 SMS 04• O.C., TYP. 19.PROVIDE SHOP DRAWINGS INDICATING SIZES, SPACING AND LOCATION OF JOISTS, ,. SHEATHING TO KING GIRDERS, CONNECTIONS, BRIDGING, REINFORCING, ANCHORAGES, CAMBERS, AND ' STUDS WHERE PLAN VEYY LOADS. INDICATE WELDING CONNECTIONS USING STANDARD AWS WELDING SYMBOLS. PHYSICAL STRUCTURAL PROPERTIES - C STUDS '� INDICATE NET WELD LENGTHS. INDICATE RECOMMENDED PROCEDURES FOR JOIST � ... ., APPLICABLE (SEE SECTION Fy •• HEADER 1 •- SEATS WITH UNSUFFlCENT BEARING. CHART ABOVE FOR ACM PLAN SIZE MEMBER w GAGE TRACK (OF THE SAME MORE INFO.) THIS DETAIL REQUIRED WHERE WALL COVERING (GYP. BOARD, DENSGLASS OR PLYWOOD) L O� (PER SSMA) DEPTH d ;_, I L I l__, 20.SMS ABBREVIATION AND / OR TEK SCREW CALL OUT IS GENERICALLY USED IN GAGE AS THE WALL DOES NOT OCCURE ON BOTH SIDES OF THE STUDS ON A STRUCTURAL L THESE PLANS AND REFERS TO HILTI KWIK - PRO SELF DRILLING SCREWS. THE STUDS) WEB TO WEB BEARING/SHEARWALL. ON WALLS WITH WALL COVERING ON BOTH SIDES THERE MUST BE 3 5/8"x2oga. 362S137-33 3 5/8" 1 3/8" 33 20 CONTRACTOR MUST SELECT THE MANUFACTURE RECOMMENDED TIP BASED ON TRIMMER STUDS (SEE A MIN. ATTACHMENT TO THE STUDS OF #12 SCREWS 12" O.C. BRIDGING OR 3 5/8"x18ga. 362S137-43 3 5/8" 1 3/8" 33 18 HORIZON-RA STUD HORIZONTLA STUD SEE CHART FOR (MIN.) ( BLOCKING W/ A STRAP MUST OCCUR 0 12' O.C. (VERTICAL) SEE BRIDGING DETAIL FOR MATERIAL THICKNESS. HWH HEAD STYLE IS REQUIRED. CHART ABOVE FOR 3 5/8"x16ga. 362S137-54 3 5/8" 1 3/8" 50 16 JOIST DEPTH & MORE INFO. SEE TYPICAL. METAL STUD WALL FRAMING DETAIL FOR BRIDGING ; TRACK OR STUD TRACK OR STUD THICKNESS, TYP. 0 I MORE INFO.) REQUIREMENTS 0 NON-BEARING / SHEARWALLS DETAILED WITHIN THE STRUCTURAL 6"x2oga. 600S162-33 6" 1 5/8" 33 20 -TYP. STUD/TRACK CONNECTION TO A TYP. STUD/TRACK CONNECTION TO A STEEL NOTES ALL 4 MEMBERS I ( I I I PLANS 6"xll3ga. 600S162-43 6" 1 5/8" 33 18 1 PERPENDICULAR WALL 4DPEVENDICULAR WALL Q � ' 6'x16ga. 600S200-54 6" 2 50 16 -. :.- ..- :=- METAL STUD WALL s"x14ga. 600S200-68 s' 2° 50 14 UNLESS LARGER SIZES ARE SHOWN, THE MINIMUM SIZE OF FILLET WELDS SHALL ABLE 6°x12 a. 600S200-97 6" 2" 50 12 BE SHOWN IN THE TABLE J2.4 MINIMUM WELD SIZE IS DEPENDENT UPON THE SECTION �� g THICKER OF TWO PARTS JOINED EXCEPT THAT THE WELD SIZE NEED NOT EXCEED 8 x2oga. 8005162-33 8 1 5/8 33 20 1. CONCRETE MASONRY UNITS SHALL BE TYPE 'N" AS SET FORTH IN A.S.T.M. SPEC II THE THICKNESS OF THE THINNER PART'S, FOR THIS EXCEPTION, PARTICULAR CARE z NO C90, F'm=1500 P.S.I. MINIMUM, TYPE 1, MOISTURE CONTROLLED. 8"x18ga. 800S162-43 8" 1 5/8" 50 18 u SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT FOR SOUNDNESS OF THE WELD. ELEVATION AT JAMB STUDS SEE PLAN FOR ADDMONAL"REQUIRMENTS (IF APPUCABLE) 8"x16ga. 8005200-54 8" 2" 50 16 WELD SIZES LARGER THAN THE THINNER PART JOINED ARE PERMITTED IF REQUIRED 5 `� • w 2. MORTAR SHALL BE TYPE "S WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 10 x18ga. 1000S162-43 10" 1 5/8" 50 18 H.1 _ BY CALCULATED STRENGTH. IN THE AS-WELD CONDITION, THE DISTANCE BETWEEN �Gj `�GI o P.S.I. AT 28 DAYS. THE MORTOR STRENGTH MUST ALSO BE 500 PSI GREATER THE EDGE OF THE BASE METAL AND THE TOE OF THE WELD MAY BE LESS THAN \�` . 10"x16 a. 1000S200-54 10" 2" 50 16 � THAN THE F'm OF THE CMU IT IS PART OF, TYP. g 1/16" (IN) PROVIDE THE WELD SIZE CLEARLY VERIFIABLE. 'Z+•1 71273PI o <3x3x16go. x STUD -��11� 3. GROUT SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS. 12"x16ga 1200S200-54 12" 2" 50 16 NOTE: ALL i=RAMING IS = 2 WIDTH CUPS W/ (2) #12 THE GROUT STRENGTH MUST ALSO BE 500 PSI GREATER THAN THE F'm OF " THE GAGE REQUIRED #8 5M5 m 12 O.G. BY THE PLANS TABLE J2.4 W SMS 0 2" O.C. ALONG THE CMU IT IS PART OF, TYP. NOTE; O' r N THE STUD WIDTH (4 MIN.), 4. HORIZONTAL REINFORCING SHALL BE LAID IN BOND BEAM UNITS AND SECURELY 1. ALL STUDS REQUIRED BY THE STRUCTURAL PLANS MUST BE MANUFACTURED O TYP. i _ WIRED TO THE VERTICAL REINFORCING. \ AISC MINIMUM OF FILLET WELDS .� c/G w IN ACCORDANCE TO THE STEEL STUD MANUFACTURES ASSOCIATION (SSMA) 0 l • Z ....INN III ... 5. VERTICAL REINFORCING SHALL BE CENTERED IN WALL U.N.O. AND PLACED IN OPEN MINIMUM STANDARDS AND HAVE MINIMUM PROPERTIES AS LISTED IN THE SQL STUD © - ! 0 MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF FILLET r Ac AND BOTTOM AND AT BEGINS AND SHALL HELD IN ETERS.STTION AT TOP ABOVE TABLE. ALL STUDS SPECIFIED IN THE STRUCTURAL PLANS ARE PROPERTIES AS LISTED DEPTH REQUIRED BY THESE PART JOINED IN WELD * (IN) Y RAE (2) SIMPSON 1/2" 0x3" STRUCTURAL STUDS PER SSMA. IN THE STEEL STUD ( ) z TITEN HD SCREWS SIDE 6. ALL CELLS SHALL BE GROUTED SOLID. 2. THIS TABLE IS FOR STUDS CALLED OUT WITHIN THE STRUCTURAL PLANS REQUIREMENTS DETAIL, " WINDOW SILL FRAMING TO 1/4 INCLUSIVE 1/8 7. LAP HORIZONTAL AND VERTICAL REINFORCING BAR 48 DIAMETERS AT SPLICES. TYP. EXPIRATION DATE: 6-30-2012 � BY THEIR DEPTH & GAGE. WHEN STUDS ARE CQLLOUT WITHIN THE z NOTE: 8. DOWELS IN ALL FOUNDATIONS SHALL HAVE THE SAME LOCATION, SIZE, AND STRUCTURAL PLANS BY THEIR SSMA DESIGNATION SEE NOTE 3&4. - OF HEADER 1.SEE ARCH'L PLANS FOR NON BEARING WALL FRAMING SPACING AS THE VERTICAL MASONRY REINFORCING. " SPAN HEADER MEMBER W (IN) MEMBERS (DOUBLE MEMBER OVER 1/4 TO 1/2 3/16 BRAD YOUNG & ASSOCIATES, INC. z 2.E5/EN ALL SHEATHING TO KING/TRIMMER STUDS WHERE APPLICABLE WITH A 9. GROUT SHOULD BE PUDDLED OR TAMPED WITH A 5/8" ROD OR A 1 wx2" STICK AS 3• ALL 2 SRE Fy = 50 KSI, ALL OTHER *8 5M5 612" O.G. --� STEEL TRACK SASE SIZE 4 (F0) DEPTH (IN) THICKNESS MIN. AT STACKED BOX STYLE _o DOUBLE ROW (STAGGERED) OF EDGE FASTENERS, TYP. LDTHS Fy = 33 KSI MINIMUM. STEEL TYP. MUST MATCH MIN. BEAMS) 1 STRUCTURAL N E N G T N E E 12 T N G z 10. MASONRY UNITS SHALL BE LAID IN RUNNING BOND, THE STEEL. STUDS IN THE OVER 1/2 TO 3/4 1/4 1320 W.HLIZNUON AVENUE,SU1'1L'101 Q U.N.O. 4. ALL 16ga. (-54) AND THICKER STUDS ARE 50 KSI, ALL OTHER WIDTH REQUIRED BY BOX BEAM,TYP. STACKED al FRESNO,C ALIFUKNIA 43721 TYP. HEADER SIZE AND SUPPORT 11 WITH AI MINIMUM SEAT AT END UNLESS E PLACED�INCTOTALUWIUS OWP TION THICKNESS ARE F OR FULL OVER 3/4 5/16 PHC7NF:(559)222-96(}0 FAX (559)222-9633 Lcj6 8 . y = 33 KSI MINIMUM. TJ tCCC PLANS a-6 .033 1.62 2 s GROUTING. 12" o AT 12. USE 2-#5 HORIZONTAL BARS AT TOP AND BOTTOM OF ALL LINTEL BEAMS EXCEPT STEEL STUD REQUIREMENTS SECTION *LEG DIMENSION OF FILLET WELDS. SINGLE - PASS WELDS MUST BE USED. 0 AS SHOWN OTHERWISE. > 6' 12 .043" 1.62" 2 S ALL STEEL STUDS IN THE STRUCTURAL PLANS MUST MEET OR EXCEED THE ABOVE REQUIREMENTS ":>' ', 1, 0 PLAN CHECK COMMENTS 6/7/2010 13. PROVIDE 2-#5 VERTICAL BARS AT ALL CORNERS AND WALL ENDS. (�' I..I TYP. BOX HEADER TYP. WINDOW SILL TRACK AND BOX W/ SCHEDULE FILLET WELDS ° 14. ALL W A L L OPENINGS SHALL BE SHORED FORA MINIMUM OF 28 DAYS UNLESS � PLAN CHECK SUBMITTAL 05/10/10 z NOTED OTHERWISE. LL REVIEW SET 04/01/10 Q Q 15. ALL REINFORCING STEEL SHALL BE GRADE 60 , °' 16. TYPICAL WALL REINFORCING SHALL BE #4 AT 24" O.C. EACH WAY, EXCEPT AS (4) *12 5M5, TYP. No. Revisions and Milestones /Submissions Date z SHOWN OTHERWISE. LINO IN PLANS ��i/' 1/8 or 1-3 17. GROUT PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE ACI WASHER SCHEDULE OR vi. 530.1-05 +.. , VII.- BOLT STEEL PLATE MALLEABLE IRON STANDARD STEEL , ULTIMATE ELECTRONICS w SIZE SQUARE ROUND CIRCULAR 10031 cASGAnE AVE Q 18. MATERLAL: � c� a) MOTAR SHALL CONFORM TO ASTM C 270. AND GROUT SHALL CONFORM + + Q TO ASTM C 476 1/2°0 2" x 1/4° 2 1/2" x 1/4° 1 1/16° x 7/64" T16ArR17, OR WATER USED IN MIXING MORTAR OR GROUT SHALL BE CLEAN AND FREE FROM 5/8"0 2 1/2" x 1/4" 2 3/4" x 5/16" 1 5/16" x 9/64" i INJURIOUS AMOUNTS OF OILS. ACIDS. ALKALIS, SALT, ORGANIC MATERIALS OR I 3/4"0 3" x 5/16" 3" x 3/$" 1 15/32° x 5/32" OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO MASONRY OR ° REINFORCEMENT NONPOTABLE WATER SHALL NOT BE USED. 7/8"0 3 1/2" x 5/8" 3 1/2" x 7/16" 1 3/4" x 11/64" . jpStantec 19. ADDITIVES AND ADMIXTURES TO MORTAR OR GROUT SHALL NOT BE USED UNLESS TYP. STUD TO STUD CONNECTIONS WI TYP. STUD TO STUD CONNECTIONS W/ 1"0 3 3/4" x 7/16" 4" x 1/2" 2" x 11/64" 1 1/$ 4 x 7/16 4 1/2 x s/16 2 1/4 x 3/16" Stantec Architecture Inc. Tel 707.765.1660 m APPROVED BY THE ENGINEER OR RECORD. " " " " " ,� 20. PRIOR TO GROUTING. THE GROUT SPACE SHALL BE CLEAN SO THAT ALL SPACES TO SCREW OPTIONS WELD OPTION 1137 N. McDowell Blvd. Fax.707.765.9908 BE FILLED WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 1/2" 1 1/21'0 4 1/4" x 1/2" 5" x 5/8" 3" x 3/16" MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL. GROUT SHALL BE PLACED SO THAT ALL CELLS SHALL BE FILLED SOLID. AF'�'L.aCAEILI'TY NOTE: Petaluma, CA U.S.A. 94954 wwW.stantec.cam 21. A PERFORATED DRAIN PIPE SHOULD TI PLACED AT THE BASE OF ALL SCHEDULE Drawing Title STANDARD NOTES ,, RETAINING WALLS SO THAT HYDROSTATIC PRESSURE CANNOT FORM BEHIND THIS DETAIL ONLY APPLIES TO INSTAL STUD 3 THE WALL. FRAMING SPE-CIFIED IN THE STRUCTURAL AND DETAILS 0 22. ALL MASONRY PLACED DIRECTLY AGAINST SOIL (EARTH, SAND, GRAVEL, DIRT, Q ETC.) OR WHERE STANDING WATER WILL BE PRESENT FOR MORE THAN ONE PLANS. SEE ARCH'L. PLANS FOR TYPICAL Seal Drawn: Project No. m DAY AT A TIME, SHALL BE WATERPROOFED ON F.A. FACE WITH THE ABOVE METAL STUD FRAMING INFO. REQUIRED BY BY BYA JOBS 09215 s EXPOSURE INCLUDING ALL JOINTS W/ ADJOINING STRUCTURES (FOOTINGS, L9 WALLS, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR USING AN INDUSTRY THEIR PLANS (OR ANY OTHER TRADES), TYP. ULTE Store No. Scale o APPROVED METHOD FOR THE ABOVE WATERPROOFING. AS NOTED ,, GENERAL MASONRY NC.)TES _ Drawa 9 METAL STUD WALL FRAMING SEE APPLICABILITY NOTE ABOVE Reewed 4 81.3 srun WALLS T Date UN 0 9 210 L......o•■■..y =1 IMAM 'A' DM it OF BOLTS PLATE illiF,TS,C,DOUBLE MOLES) NOMINAL DEPTH = 2" A= 1" 1 (ONE ROW) P1 NOMINAL DEPTH = 2 1/2" A= 1 1/4" 1 (ONE ROW) P1 NOMINAL DEPTH = 3" A= 1 1/2" 1 (ONE ROW) P1 --=AMIN, 411••■■•Ali 4111111■ NOMINAL DEPTH = 3 1/2" A= 1 3/4" 1 (ONE ROW) P1 0 IELIECTRIONICS NOMINAL DEPTH = 4" A=2" 1 (ONE ROW) P1 NOMINAL DEPTH = 4 1/2" A=2 1/4" 1 (ONE ROW) P1 DESIGN AND CONSTRUCTION NOMINAL DEPTH = 5" A=2 1/2" 1 (ONE ROW) P1 NOMINAL DEPTH = 6" A=3" D=1 1/8" MIN. 2 (ONE ROW) P1 321 West 84th Avenue, Suite A p (303) 412-2500 NOMINAL DEPTH = 7" A=3 1/2" 2 (ONE ROW) P1 Thornton, CO 80260 f. (303) 412-2574 NOMINAL DEPTH = 8" A=4" 2 (ONE ROW) P1 NOMINAL DEPTH = 9" A=4 1/2" 3 (ONE ROW) P1 NOMINAL DEPTH = 10" A=5" 3 (ONE ROW) P1 NOMINAL DEPTH = 12" A= 6" 3 (ONE ROW) P1 , NOMINAL DEPTH = 13" A= 6 1/2" 4 (ONE ROW) P1 NOMINAL DEPTH = 14" A=7" 4 (ONE ROW) P2 NOMINAL DEPTH = 15" A=7 1/2" 4 (ONE ROW) P2 NOMINAL DEPTH = 16" A=8" 4 (ONE ROW) P4 NOMINAL DEPTH = 18" A=9" 5 (ONE ROW) P2 NOMINAL DEPTH = 21" A= 10 1/2" 6 (ONE ROW) P2 NOMINAL DEPTH = 24" A= 12" 7 (ONE ROW) P4 NOMINAL DEPTH = 27" A= 13 1/2" 8 (ONE ROW) P4 NOMINAL DEPTH = 30" A= 15* 8 (ONE ROW) P5 NOMINAL DEPTH = 33" A= 16 1/2° 8 (ONE ROW) P6 NOMINAL DEPTH = 36" A= 18" 9 (ONE ROW) P6 DEENSIONS A SEE SCHEDULE ABOVE C 1.5 x BOLT DIAMETER +1/4", MIN = 1 3/4" (ie C=1 3/4" FOR 1 0 BOLT) , (ie B=3 FOR 1 0 BOLT) B 3x BOLT DIAMETER, MIN. 3 . " D 1.5 x BOLT DIAMETER, MIN. = 1 1/2" U.N.O. " " . , PLATE THICK BOLT SIZE AND TYPE WELD(W) P1 3/8" 3/4'10 A325N 1/4" P2 3/8" 7/8"0 A325N 1/4" P3 3/8" 1'0 A325N 5/16" P4 1/2" 1"0 A325N 5/16' P5 5/8" 1 1/8"0 A325N 3/8" P6 3/4" 1 1/4"O A325N 3/8" NOTES:, 1.SEE STEEL NOTES FOR MORE INFO. 2.SEE PLAN FOR STEEL GIRDER & BEAM SIZES. 3.COPE STEEL AS SHOWN FOR INSTALLATION CO CONNECTIONS. 4.COPE BOTTOM FLANGE WHERE NECESSARY FOR SHEAR PLATE INSTALLATION 5.AT SKEWED CONNECTION, USE SAME SCHEDULE, SKEWED SHEAR PLATE TO MATCH BEAM ALUGNMENT COPE BEAM FLANGES TO MATCH SKEW. 1 CONNECTION SCHEDULE D-).\ D-) \ . .. LATE P ... , D MIN. • ELI - 14 D MIN. EN I . m In 1011 co - i,irilt co 00 co LI its ., . 03 . 111 il• .a. Q WE BEAM D MIN..-- 101111 1II BEAM (WHERE APPLICABLE) . 1 11.11 AM k. 41/1 • W III. A'Aer 11 m co 00 In ,(- D MIN. W r WF BEAM CONNECTION SCHEDULE BOLTS—SEE ".• 1 .5 x "W" 2 WF BEAMS TO TS COLUMN CONNECTION SCALE: 1" = 1'-0" ,: _, z „cop ••• 0 , 0 LL, •■ W;1 ,. 4P 3 _C.) c, ' • cL -44 7127 4". " 0 Lu E u., EL V) Lu . H- I z . F-- 0 EXPIRATION DATE: 6-30-2012 Ld z z 0 eor,A BRAD YOUNG & ASSOCIATES, INC. 0 z IIIA 411 STRUCTURAL ENGTNEERTNG 0 z DJ I 1320 W.HERNDON AVENUE,SUrIL 101 , FRESNO,CALIFORNIA 93711 z PHONE:(559)222-9600 FAX:(559)222-9633 0 u_i LU D U- 0 L,_ A PLAN CHECK COMMENTS 6/7/2010 (n D PLAN CHECK SUBMITTAL 05/10/10 z < LL REVIEW SET 04/01/10 >- m — No. Revisions and Milestones /Submissions Date 0 TleARD Os z u, Li, ULTIMATE ELECTRONICS F- 0 0 10031 cAscAce AVE v, ‹ TISARD, OR ,,, .,3 0 z D 0 >-- Stantec Architecture Inc. Tel. 707.765.1660 0 StanteC c-_, < cL m 0 1 137 N. McDowell Blvd. Fax.707.765.9908 L, Petaluma, CA U.S.A. 94954 www.stantec.com U- 0 Drawing Title U- STANDARD NOTES ui AND DETAILS 0 z - , U- Seal Drawn: Project No. m .. BY BYA JOB#09215 0 Li ULTE Store No. Scale z 0 AS NOTED tn Drawing No. z Reviewed 81.4 § E, Date u) 1-- , JUN 0 9 are . . . , • IIMMIIV 17111111111j r""3 A S 0 p 0 0 0 e .. rsTiNe 0 ELECTRONICS 31'-8" 38'-4" 37'-10" 37'-10" 37'-10" 37'-6" DESIGN AND CONSTRUCTION 321 West 84th Avenue, Suite A p (303) 412-2500 8'-0" 22'-0" 8'—O" 41'—O" Thornton, CO 80260 f. (303) 412-2574 TYP. ( 51TYPINFILL S5.4 - SE. 8/51.3 FOR :SOX COLUMN 4 - SEE 8/51.3 OR BOX COLUMN 4 AIL HEADER SUPPORT INFO. 3'-O" HEADER SU ORT INFO. 54.2 ... ■ MN MN_ r...... A 0 . -, ,, , __"t-�__ _.......: .�__ ._., . raja- -, . . . . __ _. . . _ iiii�iiii iiii±iu�i�iiiiii/`viii 3 0 /iii iiiiiiiii iiiiiii /ii /iii iiiiiiii iiiiiii /i iiiii 3'-O" am 1 .=:' 1„''% b" CONCRETE SLAB IN/ REBAR• 16" O.G. EW 6, : : y CENTERED IN THE SLAB OVER 10 MIL.VAPOR 55.1 !I : -'-' • . BARRIER OVER 3 THICK COMPACTED,GLEAN (N) HSS6x6x5j16 / . : _.. ,-I. , u ......: _ SIZE ,:::::: :. ;:::...:..:,:...:::.:............... .., .-- ,.-_:•.I= OPEN GRADED ROCK OF 3J4 MAXIMUM 5 'V' f` (N) HS66x6x5/16 -I" OVER COMPACTED (TO 9591) °�JIEl6RADE. TYP I ( I I I F MEMBRANE JOINTS SHOULD BE SPLICED 4 TAPED. N `�-, MEMBRANE MUST BE MECHANICALLY JOINED TO 55.4 THE EDGE OF THE EXISTING SLAB TO PREVENT WATER MOVEMENT THROUGH THE JOINT BETWEEN TYP. (N) AND (E) SLAB. I . . -I_ ___,_ ___L___L 0 . . __. _ _ _ _ r 1 1 I I, . 1.,:., H—F—0 . . . . ._. . . . . .-E3- 1 � I I i I I; : I I G X0 0j ,l/LTTiJ O&I O Cr , � N 1 1 1 l_ -l- -1- -1- -1- r 1 r 1 r 1 1- 1 r 1 —� I i i f I - i I om_ f i _____4... f_t__I 0 CI -t-I G —t X00 BOO X00 BOO BOO i GoN w• oN oN &- G G G in m 1D ( 1 1;i517 - - j 4 - • • • . . . . . . T� - - . - - tfi—• - --h--4 F -I I I I 1 I P ._I_. �"�- d 55.5 0 S41 o r. as-g is-X00 goo i ,1/Ltl �o0 00 i --� . al O� ON' O� G I ri G G - GO GO �1 �1 , , , Ali ii TYP. 0 POP OUT ��, L� �� I �� I /'T o %V ii r il -TO m 1- ',' (N) HSS6x6x5/16 _� SEE 8/51.3 FOR SOX COLUMN 4 HEADER SUPPORT INFO. 1 I 1 I 0 54:3 0 ._ . . r— —1 r_ —I 1 r_ _� r_ _1 r_ _1 cV • •—+— i �-- —_---+--i E -+-R i , —i—_ - - - I fi I • . . - - - 1 I I I 1 I I I I I I I i_ao 3i_au_� J � _T_J _T_J #'"t-- (N) 1-1SS6xsx5/i6 4 I I - I HEADER. PP TIN 0. 06,5) ,0 \ di SU OR F ,` ui G Go Go G0 GO \ L1'i o I <" 7 3PE t . W t.. L L 11 d1 , a- •''EGON N _ 84.2 t,• ory W m p . I I I 9, 2 .� • in • �, yo I I I I R� o - EXPIRATION DATE: 6-30-2012 w o I - O =' , BRAD YOUNG & ASSOCIATES, INC. .z z A STRUCTURAL ENGINEERING_ r- 1 r--- r_-_1 o I I I I ( I 1 1 G II 1320 W.HERNDON AVENUE,SUITE 101 / FRESNO,CALIFORNIA 93711 z --'I---X I --I---X i .-I—= 1_ 1 =--1- f =--}—• 7 PE-ONE:(559)222-9600 F AX:(559)222-9633 1 I I I I I I I D CC oo'< 00�\ 00�\ 00�\ 00.x\ ( 13" 1' '� 43' �- /' PLAN CHECK COMMENTS 6/7/2010 0\1 OI 0\1 O� 0\1 31_x{" PLAN CHECK SUBMITTAL 05/10/10 G I G I G G G �1 �� $,/ , , "l" 51-1" LL REVIEW SET 04/01/10 m `' � , „ , „ , r- No. Revisions and Milestones /Submissions Date ), � (y 12-0 , 12-a ),4-1-431, _� z m I I r m TICK , OR .:.............:.. cJ y y ULTIMATE ELECTRONICS 10051 GASGAPE AVE Q - -f d',�, 5'-0" TI SARD, OR �f. �+o/ 6',fa, --- - - __- _- "— ti-L-..5- o I-----I I---- I r- .-1 r----1 r- -1 _ , __ >. L -1- I 1-----1 I-----I I-- -1 I -+ -1 ----I- -I-----I" -t-----1- --i-- - - '- "--- -_-- 55.2 o I. Z I I I I I .. Z.....I I I I I I I I Z I. 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ANN= 41111■116 o MILIECTROINIIICS - - - 22l'-0" • - DESIGN AND CONSTRUCTION XISTIN6 321 West 84th Avenue, Suite A p (303) 412-2500 3I'-8" 38'-4" 37'-I0" 37'-'10" 37'-IO" 37'-6" Thornton, CO 80260 f. (303) 412-2574 SEE 8/5I.3 FOR COLUMN INFO. 4 (N) BOX BEAM FOR HEADER COLUMN SEE 8/51.3 FDR © CONNECTION 2 INFO. S41 1 S4.2 SEE 8/51.3 FOR COLUMN - 54.1 (N) ANGLE BRACES - TYP. AS INFO. 2/55.4 FOR HEADER IMF SHOWN - I I i COLUMN CONNECTION 0 \ \ -. . :: • Ir ®? Ir 4, .vIIIII:. i. - .- - . . - - - —-opil ., .1- 0 I I HEADER CANTILEVERS • k OUT PAST COLUMN !'\ I 842 •; : w w : w , D - v.i. r'. (D 1 : . 0 1 01 _, O O m m m c W „ ..... W, ) - •- (E) X-BRACE FRAME'\ 0 0 . . . ._\____ . . . , . . ., ' 1 (E) X-BRAGS FRAME., w .,,, ,.: .: t BELOW RODS RTU—1 •, �_ z ,,...:. .. ;..1:. ><. f . .....: O 1 p ..... - .,i,. OR ti 1 w- W ti 1 w ----� '(E) X-BRACE FRAME } D O BELOW ROOF -pp -,... .7r A ,- In O ` • O OC k s, p ....... 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W$ OUT PAST COLUMN COLUMN CONNECTION :12 40 f (N) wI6x57 ® (N) OPENING SEE BOX BEAM SEE j k (E) IN21 x44 HAVG (E) IN21 x44 HAVG (E) W21 x44 f AN/0......: i DETAIL 30/55.5 INFO. 8/51.3 FOR •i / 4-10 SI.PPORT (LOIN) AND SUPPORT (Lox) AND SUPPORT (LOY�U AND \----,,.._... L.,., (E X-BRAGE..(H16H '#_ 0 .._. ...\____ _____. . ______. ._ , . ______.,:..._...L___ .(E) X-BRACE (HIGH (E.)_.X-BRAGE...(HIOH 8C TYP. ® ROOF TYP. ROOF = cr II3 ,./..” S5.4 SCREEN S5.4 SCREEN 6 0 6 6-D 6 0 6 D Ali d- (N) ANGLE BRACES - z OPEN CORNERS 65)AT —� ?YP �4s sHOwN 543 SEE 8/sI.3 FOR �D a wls H. .. :W 0 0 W 0 w O w 4 _ R. ,- COLUMN INFO. $ FOR c '- - _ - 4 RTU - 5 - - - - - - - - - e - - . 1p HEADER COLUMN 4� ��G iill!a U-4 I I . - 9L -- CONNECTION 7127, --.- �..� - WI' 2D o MIN. �� w .= x - _ x _ x r--- x —'r w _ �_ _ — — it - - °,— - j/ w O i O 3ry = i O I 3 1 _ _ - coN (E) X-BRACE m i m RTU—4 ��..,ii m RTU—3 X w ' .„T."..,., _ CL I m FRAME BELOW RTU-7 i w w u,� w w E 3 54 2 G P NO ,-- ROOF IL L : ....1,---..:441 - III .@ -Irq i '—i TYP. .9 ROOF R� o (E) X-BRACE (E) X-BRACE (E) X-BRACE (E X-BRACE 854 . FRAME BELOW ) SCREEN EXPIRATION DATE: 6-30-2012 w FRAME BELOW FRAME BELOW FRAME BELOW o ROOF ::: _ ROOF - - _ _ - _ ROOF _ _ - _ _ ROOF _ - BRAD YOUNG & ASSOCIATES, s TES, INC. z ; S'I' RUC'I''URA L ENGINEERING z 3 SUITE L 1U1 - Q �C— i ....- _ • FRESNO,CALIFORNIA 93 11� ,� �l I S zs 6 2 AT- PHONE:{ 5 ) 22 96UU FAX { 5 ) 22-9633 (w A - $A HVAG UNIT TYP. ! ROOF ; w ANGLE BRACES I LOGAT I ON (E) W21 x44 HAVG , (N) 55.4 SCREEN TYP AS SHDINN• SUPPORT (LOW) AND 2 CORNERS . (E) X BRAGS (HIGH) . (NOT AT �? •. = f S•% PLAN CHECK COMMENTS 6/7/2010 cn ~ (E) w21 x44 HAVC i OPENINGS) St PLAN CHECK SUBMITTAL 05/10/10 z SUPPORT (LOIN) AND 1,::=.1_,Q (E) X-BRACE (HIGH t to ,w` pC 'RTU-8 > W w}„..., . . , I W : W t 6 LL REVIEW SET 04/01/10 m No. Revisions and Milestones /Submissions Date }• .,,, P z m _� cD ; (D Ok TIAW, OR > _ --- -. -----. --- - - . 0 - } - \`. - . ' 841 O ` O, O ” O> ULTIMATE ELECTRON'CS — I\m m m ; ... .. ' i 10031 GA5GA17E AVE r. .:,•:1... . Ln w w w w `.� `"'r '.... TIGARD, OR I • • 17 71 r , - -.11 Stantec _ ,_ ,, : -t- _ �. .,' 0,_ m li, Stantec Architecture Inc. Tel 707.765.1660 0 .:,.,„...: ,, ” I 1137 N. McDowell Blvd. Fax.707.765.9908 w S Petaluma, CA U.S.A. 94954 www.stantec.com 0 a PROJECT NORTH Drawing Title W ROOF FRAMING PLAN 0 Q 0 Seal Drawn: Project No. C° BY BYA JOB#09215 w ULTE Store No. Scale z 0 AS NOTED 0 Drawing No. i_, AN Reed 83.1 SCALE: 3/32" = I'—O" Date JUN 0 9 2010 0 [I]VIIIIINV EINIMMIJ"NNW y c......3 1 <3x3x16 go. CONT. ANGLE TYP. 0 ALL • 0 CORNERS IN/ EDGE SCREWS 4 *12 TO ...-, ,..-.., —AA .11=111. (4) *12 SMS, TYP. 241-0" A.F.F. 4_4db_ EA. STUD - 1 0 111.111CTIROMICS A5 SHOWN e TOP OF (E) WALL:9"/ +T.O. (N) ACCENT WALL + + + I DESIGN AND CONSTRUCTION (N) 1/2" DENSGLA55 SHEATHING IN/ + + + + + + 321 West 84th Avenue, Suite A p (303) 412-2500 INIF *6 TEKS 0 6" O.C. PNL. ENDS 4 :lot 1 Thornton, CO 80260 f. (303) 412-2574 BOUNDARY, 12" 0.C. F'NL. INTERIORS TO(E)TILT 1NALL 1 6005162-43 016" 0.0., T +24-0 YP. -rill ' I + T.O. ACCENT WALL 21Y-0" + +'+ +L.+ + + + 6005162-54 ,-+ ++ + + + + + 0 16o.c. ' -. , *12 STITCH SCREWS 0 12" 0.C., TYP. - .,.----.„......._ 6005162-43 016" 0.C., TYP. , - (N) 600TI50-43 IN/1/2"DIA.x4" TI'TEN HD SCREWS NTERED ON THE - WALL THICKNESS 0 16o.c. WITHIN OF STUD, TYP. 6005162-43 016" 0.C., TYP. ----,J , , I/6 1-6 I + + + + + + + + 1/e) 1-6 T.O. (E) HALL + + + + + + + + T24'-o" . 1:10\ va r 1-3 41-0" i.-. / I/6 1-3 ... (E) CONCRETE NALL ----..... `, ritz----- (N) 600T150-43 W/1/2"pIA.x4" TITEN HD SCREWS CENTERED ON THE .4 ' DRILL 4 EPDXY THROUGH giv.o. (N) INFILL HALL , IAIALL THICKNESS 0 16"o.c. WITHIN (E) CONCRETE 1,4ALL IN/ HILT1 ,... 3/4" ROD 0 '''''+161-0 I" OF STUD, TYP. ' RE 500-5D EPDXY 41-0" oz. +13'-0" A.F.F.._ . (5) 1/2"D1A.X5" TITEN HD 1..... 'j-----I---- - BOT. O. SCREWS 0 EA STUD ' (N) TS BEAM IN/PLATE WASHER., TYP. ' N' ___ (E) ROOF FRAMING (N) 1/2" DEN56LASS SHEATHING IAI/ -- (N) 1/2" DENSGLA55 *a TEKs 0 6" 0.C. PNL. EtsIDS 4 \ SHEATHING IN/ *6 TEKS 0 .---'N ,....- (N) 1/2" c9YPBOARD SHEATHING 1AI/ iffrf—NN" \ • BOUNDARY, 12" O.G. PNL. INTERIORS TEKS 0 6" O.G. PNL. ENDS 4 tut Pi))) - BOUNDARY, 12" O.G. PNL. ,..z.-...-.-.:v - +101-0" A.F.F. INTERIORS BOUNDARY, 12" O.G. PisIL. INTERIORS TOP OF (N) OPENING'' — 6005162-43 016" 0.C., TYP. .--... .:N 6005162-43 016" 0.C., 'TYR- + ++ + + + ++ (6) *12 SM + S FROM SIDE TO BOX -,.. HEADER ro / SEE 6/51.3 FOR BOX H pi 1/4 EADER - • INFO NI+ ++ + .„IN • 611,T.O. (N) STOREFRONT ' ++ + ..._.....!7 . T141-0" <:12 5/161 \`-- 1/2" x 12" PLATE 0 24" o.c. / 201-0" ,(E) ASP1-I / TO REMAIN (N) 600T150-43 IAI/1/2"DIA.x4" 01-0" 4 TITEN HD SCREWS CENTERED ON THE ,, '' FINISH FLOOR ‘V WALL THICKNESS 0 16"o.c. WITHIN. I" OF STUD, 711°. A d a C1 SEE IH/55.3 AT (N) CURB \\; \, , LOCATIONS, TYP. g.. FINISH FLOOR 0 ELEV.0'-0" >- _J L_i z 0 3 DETAIL CD c II ,p . 4/ f " ,x _ SCALE 71 E ALE 1/2" = 11-0" 1:t• 0 . id a- ON ?/G u., Hi0 CA' oziQi Li_l 64 ClY 9, 2 qe k(3 = Y RAE- ,_ , . EXPIRATION DATE: 6-30-2012 1-7- 0 FIN. FLR Ld z /1701-0" \r---- z ' BRAD YOUNG & ASSOCIATES, INC. 0 . o OM STRUCTURAL ENGTNEERTNG z DJ I 1320 W.HERNDON AVENUE,SUITE 101 z < FRESNO,CALIFORNIA 93711 PHONE:(559)222-9600 FAX(559)222-9633 z 0 Ld u) D 0 La_ A PLAN CHECK COMMENTS 6/7/2010 cn _ 0 PLAN CHECK SUBMITTAL 05/10/10 z < LL REVIEW SET 04/01/10 --.:i >- — No. Revisions and Milestones /Submissions Date co 0 2 DETAIL 1 DETAIL TI5ARr; OR z ULTIMATE ELECTRONICS ,-- SCALE 1/2" = 11-0" SCALE 1/2" = 11-0" 0 . 10031 CASCADE AVE 0 < 'f) TIOA u, RP, OR 0.3 0 z , 0 >-- Stantec Architecture Inc. Tel. 707.765.1660 0 Stantec . < . 1137 N. McDowell Blvd. Fax.707.765.9908 i, Petaluma, CA U.S.A. 94954 www.stantec.com 0 Drawing Title LL, FRAMING DETAIL = z , Seal Drawn: Project No. BY BYA JOBS 09215 ° LJ ULTE Store No. Scale z AS NOTED o Drawing No. ei I 0 z Reviewed 841 < 0 0 Date I H EN 0( -3 U J lc...0 0 0 <3x3x I$ go. CONT. ANGLE TYP. 0 ALL CORNERS W/ EDGE SCREWS i *12 TO (4) #12 SMS TYP. r`— — '- ilik EA. STUD AS SHOWN t 0 QLICTI IIOCS 95.4 4T.O.(N)ACCENT WALL + + + + + DESIGN AND CONSTRUCTION 4111 31 L-0" (N) I/2" DEN56LA55 SHEATHING W/ + + + + + + rim 321 West 84th Avenue, Suite A p (303 412-2500 8,r. Thornton, CO 80260 f. (303) 412- 2574 #$ TEKS 0 6 O.G. PNL. ENDS $ TO( TILT HALL " TO(E)TILT HALL BOUNDARY, 12" O.G. PNL. INTERIORS +241-0" ((N) <bx4x5/I6 LLV +24'-0° (N) <6x4x5/16 LLV B 6O05I62-43 0I6" O.G., TYP. 3/4" BOLT 3/4" 4 BOLT _ O GENT WALL i ! pair- + + + + 43 ` + + + + $005162- #12 STITCH SCREWS ® 12" O.G., TYP. — 0 I6"o.c. 6 005 I6 -43 2 0I6" 0.G., TYP.- . - 600S162-43 0I6" O.G., TYP. ANGLE ANGLE + + + + + + II I/$ r 1-2 TO DECK 1/$r 1-2 TO DECK I— + + + + + + + + (N) 600TI50-43 - `i W/1/2"DIA.x4" TITEN 4 3 4 . . T.O. (E) WALL SCREWS 85.4 85.4 <3x3x5/I6 ANGLE BRACE ! 1' O.C. * 16" 1 HD 24'-O" ON THE I I OFF EACH END OVER (Nj) INFILL TYP. - CENTERED DGKNE55 (E) CONCRETE HALL -- <3x3x5/I6 ANGLE BRACE 0 7 O.G. $ 1$ - OFF EACH END OVER (N) INFILL TYP. (E) CONCRETE WALL "+''� 3 dJ ___ I6"o.c. WITHIN I" OF I 1 � / STUD, TYP. t i:, i s 4, 1,t ��,.' 4D T.O_(hU INFILL HALL O (N) INFILL WALL +161-0" +I6'-0" I A5 SHO" W N,SGREY�S EA STUD" (N) 6OOT150-43 W/I/2"DIA.x4„(N) 600TI50-43 W/I/2"DIA.x4" TITEN HD SCREWS CENTERED ON THE TITEN HD SCREWS CENTERED ON THE WALL THICKNESS ® I6"o.c. WITHIN WALL THICKNESS 0 I6"o.c. WITHIN I" OF STUD, TYP. I" OF STUD, TYP. LJ (N) 1/2" DENSGLAS (N) 1/2" DENSGLASS - SHEATHING W/ #$ TEKS 0 # (N) I/2" DEN56LA55 SHEATHING W/ SHEATHING W/ $ TEKS 0 #$ TEKS 0 6" O.G. PNL. ENDS 4 (N) 1/2" GYPBOARD SHEATHING W/ I/2" 6YPBOARD SHEATHING W/ 6" O.G. PNL. ENDS #8 TEKS 6" o.G. P . ENDS b O.G. PNL. ENDS ( BOUNDARY, 12" O.C. PNL. INTERIORS #$ TEKS ® 6 O.G. PNL. ENDS BOUNDARY, 12 O.G. PNL. BOUNDARY, 12" O.G. PNL. BOUNDARY, 12" O.G. PNL. BOUNDARY, 12" O.G. PNL. INTERIORS INTERIORS INTERIORS INTERIORS 6005162-45 I6" O.G., TYP. 6005162-43 I6" O.G., TYP.�`''� 6005162-43 I6" O.G., TYP. (N) 600T150-43 c _ W!I/2"DIA.x4" TITEN HD SCREWS + ++ ++ CENTERED ON THE (6) #12 SMS FROM SIDE TO BOX HEADER WALL THICKNESS III+ + 16"o.c. WITHIN I" OF - - STUD, TYP. SEE $/51.3 FOR BOX HEADER it, INFO M 1+ ++ - (N) STOREFRONT ++ I4'-0" , tt- of (N) 600TI 50-43 W/I/2"D I A.x4" (N) 600T 150-43 W/I/2"D I A.x4" TITEN HD SCREWS CENTERED ON THE TITEN HD SCREWS CENTERED ON THE WALL THICKNESS ® I6"o.c. WITHIN WALL THICKNESS 0 lb"o.c. WITHIN I" OF STUD, TYP. I" OF STUD, TYP. SEE I H/55.3 AT (N) CURB SEE I H/55.3 AT (N) CURB LOCATIONS, TYP. LOCATIONS, TYP. FINISH FLOOR FINISH FLOOR ELEV.O'-O" ELEV.01-0" > z , 0 W `� \GINE' 0 71273' , W EL- ORE e N W �I cn q)''. Tp JT YRAE z EXPIRATION DATE: 6-30-2012 W FIN.FLR O BRAD YOUNG & ASSOCIATES, INC. z IIIAA STRUCTURAT, FNGTNF.ERTNG 1320 W.z ,, I FRESNO,CALIFORNIA 93 11'SUITE 101 z PHONR:(559)222-9600 FAX:(559)222-9633 0 LL ti) D DC 0 : 0 []IIMI■ EINIIMIJ 11111111g 1711=1113 I . . <3x3x1b go. CONT. ANGLE -TYP. 0 ALL i CORNERS N/ EDGE SCREN5 4 **12 TO I (4) **12 SMS, "TYP. .....=••■• ANNIMIS AIMIM EA. STUD 0 ELECTIRIONOCS . A5 SHONN DESIGN AND CONSTRUCTION 43.7-3. .00:0 ACCENT WALL 1+ + + + + 0,0 1/2" DENSGLAS5 SHEATHING Pi/ + + 321 West 84th Avenue, Suite A p (303) 412-2500 #8 TEKS 0 6" 0. . PNL. ENDS $ + + + + Thornton, CO 80260 f. (303) 412-2574 C -Willi BOUNDARY', 12" O.C. PNL. INTERIORS I 6005162-43 0 I6" 0.C., TYP. —441111 .0. ACCENT HALL s '" 21Y-0" + + + +-+ + + + - 6005162-54 + + + + + + + + 0 16o.c,. #I2 STITCH SCREWS ID 12" 0.0., TYP. - 6005162-43 016" 0.C., TYP.- (N) 600T150-43 N/1/2"DIA.x4" TITEN HD SCREWS CENTERED ON THE - HALL THICKNESS 0 16"o.c. WITHIN I" OF STUD, "TYP. , / 6005162-43 016" 0.C., "TYP. E 1 I - lib PP 0 EVERY + + + + + + + + 1/13 OTHER UP FLUTE cT.O•(E) WALL + + + + + + + + - w 24'-0" -441 I 3/4" ROD gi) _ I/8 1-3 IR? 1-3 4'-0" MIN. 4' O.G. 7--- (E) ROOFING _ DRILL 4 EPDXY THROUGH I. (E) CONCRETE WALL LTI I RE 500-50 EPDXY 1 (3) 1/2"DIA.X5" TITEN HD - SCREWS 0 EA STUD I , LATE NASHER, TYP. I -.--. (E) ROOF FRAMING P L1 (N) 1/2" DENSGLASS SHEATHING N/ - -- , 4*E3 'MKS 0 6" O.C. PNL. ENDS 4 BOUNDARY, 12" O.C. PNL. INTERIORS , 11110- 6005162-43 016" 0.C., 'TYP. • e.••• I --1-3 + ++ + + (6) #12 5M5 FROM SIDE TO BOX 4,ii - ----- HEADER 1 1111 i I V SEE 6/51.3 FOR BOX HEADER • 1/4 INFO INV ++ ÷ Ill T:40.:0(1■,1) STOREFRONT ++ + -a 5/16 I PP 1/2" x 12" PLATE 0 24" o.c.. 0>- _, , ,_ O ,t‘GI ioyi: . a if•4(4.? 71 i/4) - ct * o / a •-;/' ON LI_I f4f.4C* C/1 UJ (14 Cl/ZY 9:1‘j 2 44-Y RAE %0 z 0 EXPIRATION DATE: 6-30-2012 0 -1 FIN. FLR z it oi-ou \z,............. _ z ' = I" A BRAD YOUNG & ASSOCIATES, INC. . , IIA a STRUCTURAL ENGINEERING 1320 W.HERNDON AVENUE,SUITE 101 z Di < 111 FRFSNO,CAT JFORNTA 93711 z \ PI IONE:(559)222-9600 FAX:(559)222-9633 C Lu &) D a A PLAN CHECK COMMENTS 6/7/2010 u) PLAN CHECK SUBMITTAL 05/10/10 z < LL REVIEW SET 04/01/10 >- No. Revisions and Milestones /Submissions Date m O 1 DETAIL TI5ARD OR z ,, ULTIMATE ELECTRONICS ,-- < SCALE 1/2" = 11-0" 0 10051 CASCADE AVE 0 ,r) TIOAR17, OR ..3 0 Z D 0 >-. Stantec Architecture Inc. Tel. 707.765.1660 ■411 Sta ItteC 0 < 1137 N. McDowell Blvd. Fax.707.765.9908 O Petaluma, CA U.S.A. 94954 www.stantec.com Q_ Drawing Title Lu FRAMING DETAIL _ < Seal Drawn: Project No. op BY BYA JOB#09215 0 ULTE Store No. Scale Ld z AS NOTED o Drawing No. cn § 0 z Reviewed 84.3 < ,,, . (I) Date 1 i--- . . . JUN 0 9 2010 „ [1]....... E...._3.....,,.........v.■ =1 .... e ... , / SEE PLAN FOR (N) COLUMN SPAG I NC / _�AMMO, AIM.it. /11•••• 0 QLI CTI ®IMDC i DESIGN AND CONSTRUCTION TYP. 0 ALL 35.5 COLUMNS 5 321 West 84th Avenue, Suite A p (303) 412-2500 Thornton, CO 80260 f. (303) 412-2574..... I 1 2 $ ,• . `.,-,. ,�:::�:<} :.,r>:: . (E) PILASTER TO BE CUT AT ( ) E .QILASTER THE TO THE (N) STEEL BEAM in t� 3A x x x x TP. 1 I 1 1 , 3C TYP. H55 I2x6x5/I6 -` ( BREAK OUT THE EXISTING r�NCRETE ~ 4 DETAIL z PILASTER AROUND THE EXISTING REBAR -,� .. 2B FOR 12” TO 18" ABOVE THE NEW BEAM. _- N.T.S. it •) .fl TYP. 0 ■ LLD (PRE-HEAT) THE EXISTING RFBAR s - n TO THE--TOP OF THE NEW STEEL I TH A n U X 1/4" FILLET-WELD ALL AROUND, TYP. AT SEE I/- FOR d .0 EACH BAR Pr- COLUMN INFO. D. *� r:; .,,M >`;: < :: tn ID 1 1 35.5 1 3/4"x6 I/2"x 12" BASE PLATE (CAN 1/4 0 SE MADE AN "L" SHAPED w TYP...- TYP. I BASEPLATE AS REQUIRED) w ..� 1/2" I TYP. �._ \ (.. • %v H_H , , ::: :: TOP 'F (E) SLAB SEE PLAN FOR DIM. - ALSO SEE i 15" INTO (N) FO•TI NG / ARCH'L PLANS FOR MORE INFO. / } (2) 3/4" 0 THREADED -0175 - 1 DETAIL N.T.S. 5 _ (E) 12"x12" CONCRETE INSIDE FACE OF BUILDING DETAIL <3x3x5/16 ®8" O.G. E.S. PILASTER = 5" 5/8" 4) THREADED / RODS W/ HILTI N.T.S. 5 MIN. OF COLUMN, U.N.D. � (E) b" CONCRETE . ff,,,,, . ,r1 RE500-SD EPDXY �+ 1/4 / TL r: ` yw :> <„v:�. 16” D.G., TYP. '''''''--.. :•"' - SEE 1/- FOR (E) 6" CONCRETE COLUMN INFO. r WALL ABOVE 5/8"0 THREADED ;r: ,:<f{ > RODS W/ HILTI RE500-5D : , , OUTSIDE FACE OF BUILDING EPDXY, TYP. 5" A EMBEDMENT MIN. , m 2 2„ D iii INSIDE FACE OF BUILDING 1/4 I `- =AM (E) 12"x12" CONCRETE PILASTER --------- \\\ - S" 4 5/8" 0 THREADED RODS W/ HILTI (E) CONCRETE PILASTER • (E) 6" CONCRETE RESDO—SD EPDXY D r,.f : WHERE OCCURS WALL yn:•::<":%4;y,i.i:Y•:i :,+ I6" O.G., TYP. .:i A LIII- k.,.. :: ,: H556x6x5/I6 <3x3x5/I6 Ob" 5" MIN. O.G. E.S. OF OUTSIDE FACE OF BUILDING p / / COLUMN, U.N.D. :? 1/4 V I„ // 5/8"4) THREADED- , .0"--- 0, SEE I/- FOR 5/8"4) THREADED RODS z RODS W/ HILTI COLUMN INFO. W, HILTI RE500-SD EPDXY, 2 / 1/4 ED 0 Ø .O�'a) EMBEDMENT MIN. ,, 2 ; ; :w 2 t` PP I/4 2 I `-I/4 �}'• SEE I/- FOR __\._ \... .. .. Q �_COLUMN INFO. EDGE OF OPEN I N6 I N_________,,/,, CONCRETE WALL �� Y'' E A RA z (E) CONCRETE --� H556xbx5/16 EXPIRATION DATE: 6-30-2012 i PILASTER WHERE OCCURS EDGE OF OPENING IN jIIP4 BRAD YOUNG & ASSOCIATES, INC. z A CONCRETE WALL � STRUCTURAL ENGINEERING 0 INI , 1320 W.HF.RNTION AVENUE,SUI'I'h:'I01 z <3x3x5/16 ®16" D.G. E.S. I'RLSNO,CALWOItNIA 93711 PHONE:(559)222-9600 FAX:(559)222-9633 z lu OF COLUMN, U.N.O. GI a n w 2 V1/4 A PLAN CHECK COMMENTS 6/7/2010 "' ,»..»:n4,:v{R: SEE 1/- FOR °z ,: DETAIL PLAN CHECK SUBMITTAL 05/10/10 Q 5/8"0 THREADED RODS COLUMN INFO. LL REVIEW SET 04/01/10 W/ HILTI RE500-SD EPDXY, N.T.S. >- TYP No. Revisions and Milestones /Submissions Date TIAR , OR 2" 2 ULTIMATE ELECTRONICS Q A w 10031 CASCADE AVE a Q Illimilli2211 TISAIRD, OR z l D 0 > 2H/4 ..09) Stantec cy Stantec Architecture Inc. Tel. 707.765.1660 A 0 0 0 1137 N. McDowell Blvd. Fax.707.765.9908 cr W Petaluma, CA U.S.A. 94954 wwwstantec.cam . Drawing Title FRAMING DETAILS W 0 , 3 a DETAIL Seal Drawn: Project No. m N.T.S. BY 8YA J08I 09215 Ld S ULTE Stare No. Scale a AS NOTED u, Drawing No. Reviewed 851 c, 0 Date z JUN 092010 ......... E,......j_w C-0 OF TUBE COLUMN - SEE I/- FOR COLUMN INFO. / SEE PLAN FOR (N) COLUMN SPACING / SEE PLAN FOR (N) COLUMN SPACNIS / SEE r OUNDATION PLAN FOR (E) HALL INFO."-■ . - ... . ----SEE LAP SCALE , scHEvuLE FOR _ _ (E) INTERIOR COWAN MORE INFO. [0 ---1 o nue ••■ olcil . . , / 4 7 / 4" / SLAB 8 DESIGN AND CONSTRUCTION (E) EX RIOR---.\ *5 BAR 06" 0.0., TYP. : . : ' LAB ----- ..: , . - . . . : _. .... \ \ 0. 8 . Mr TYP ci 321 West 84th Avenue, Suite A p (303) 412:2500 Thornton, CO 80260 f. (303) 412-2574 ,, ,. :.•...:...:, .....: C.4 EG. 2.. ROOF DECK, . . . . , . . , „ . .. $ •,,,, .. 1 .... \s- 111.\\:*- (E) SLAB • : ..........„....................................................,......................................,. ................. . .....,: .. rim. ir:_0 :::: 0, cf0° HOOK TYR ,:: p :]; ::-.,,••• i' Lii\ IN/HILTI RE500-SD . 1 ' . - - : : - O. . . . .:,.. , TYP. \\,./7 ., .... ..... .. L• : TYP, .. ' -TYP. :1;r4 'USE HILITI RE500-50 p . . 2' MN. !:! 1 GiO° HOOK TIT'. , 4- *4 CONT. TYP. . . : .,. EPDXY 0 NEN *5 - d . ,. ::• BARS THAT PASS „ .•:'.•.'' .... % IL :: THROUGH THE ILL___ ):1_.' ),6" MIN. z . . - , TYP. .„ • ...; 4"x5/8)" Sc PLATE .. /. ''''.- --' • . ... ,... 1 EXISTING HALL, TYF'. 1 1 ‘ . :! *4 DOINEL 0 12"o.c. ( '----1 1 ... Ht_ _ ._:..,::: ... .. .. ,.. ... .. k: IN/HILTI RE500-5D 0--\ . \--"1 - . , ... : ... ... . z .H55 12x6x5/16 . -,..-' -H55 I2x6x5/16 - 1E }5"/ EPDXY TYP. < . •, 1 „ , .; F3OTTOM OF - ,... :;• . - .. . 85.3 : . . . .11 THE BOTTOM OF THE . . : . . \ (E) FOOTING :: NEIN FOOTING MUST BE ' ' . . _ .. : : .7, .,,. :: :::. BELOIN THE II \ \ IMO ., : . . . \ :: \: \ 1 •-• ...... :: .1.11■10••••••• , is o 1 ....: •••••••••••. . .. .. -- APPLICABLE FROST IL ( — — - . - I el.II < Z .: Z • 't 1 - .1' LINE FOR THIS •. . -.9..' • -- ' ••`..: : kft . ---....4,: l ) ir- z gi al .. .. ii..., :: 0 i". STRUCTURE, TYP. :......... 0 _ ,:::: . . ...., 012" 0.C., TYP. 0 - x x x ' • .. tu z -s. \- Et_ . .. T z :, . (N) FOOTING (E) FOOTING (N) FOOTING 40. . . . NE0, -3 / . . SEE PLAN FOR WIDTH 4' lee MIN. '1 SEE PLAN FOR INIDTH I i„ . .. ' . x . - opEoaa . . : . . EG. : / EQ ,I, / < T TYP YP. .„. z SEE PLAN FOR (N) FOOTING NIDTH (SPECIFIED INIDTH DOES NOT INCLUDE (E; ..----. • / ' \ ■ WV '.: : :. „1:: , FOOTING WIDTH (Is: PLAN SPECIFIED INIDTH, +(E) FOOTING WIDTH = TOTAL INIDTH)) • ( • ' '/I' . : I I \ • \ , \ 7 DETAIL . ... 4., SEE PLAN FOR DIM. - ALSO SEE ARCHL PLANS FOR MORE INFO. SEE PLAN FOR DIM. - ALSO SEE ARCHL PLANS FOR MORE INFO. N.T.S. / / / / / SEE PLAN FOR 16"MIN. M..4"(MAX.) DIM. - ALSO SEE 14 ARC PLANS V 5/16 5/8" PLATE FOR MORE INFO. .. „ . . r_ : : . (N) AUXILIARY WEB , . . , . . . . . . . : . .. ---q ., .. .: HVAC SUPPORT 0 iPh i 1 iiii '.,.,L 1 DETAIL CHAN gar . .. -41 Pr . . . . • .. . •• ..J[ N.T.S. 1/6 1-2 . . I/6 or 1-2 II . .. „ / Ii-Oil I, --------4.5-- III, — +T— ' n - <5x5x5/I6 016" 0.0., U.N.O. OF „ . , : , . . . , . ...,' '''' ' V lib .. .,.. , ,.:..: ,. ...... . 4 . : NOTCH CORNER OF PLATE Mr I — i 5/8"0 THREADED RODS IN/ HILTI RE500-5D EPDXY, • WEBS 4 INCREASE o ! o 1--- 2 / 1/4 PLATE LENGTH BY LENGTH IMF \ 7"*"..s, TI'F'. OF THE NOTCH I__o in I ■ I B , 40 \,7,...-- SEE I/- FOR COLUMN INFO. (E) ROOF JOIST )' ' 1111. . . 2.. 2n A co I . . 1 ei t / pp> 2 \ -1/4 ' iu t \ : . ilo -\--1----\--- o I <TYP. N : /: -4-- -2 5/16 -"- ---;.- "s\ IP4ELD EA. END TO (E) JOIST : in ' A A/3/16" FILLET HELD,TYP. 5'-0"MIN. al. I --k-H- I 31:-r- / / A CALL ENGINEER FOR SMALLER DIMENSIONS BEFORE BEGINNING i 0 OF OF'ENIN6 EDGE Mir <5x5xI/4 A56 CONSTRICTION OR FABRICATION _____4___i________ IN CONCRETE NALL ANGLE LLV Er76E OF OPENING IN --) , . ■011. Immooms = A CONCRETE HALL k. -- ; ,-1.0.•- --Emmr- ',i 6 : _ -... 11 • ' .Typ> 1-2 N5/16 / I'-0" 1'-0" / .. . ... 4" MAX. 0 .., 2 DETAIL . - ,. ex5x1/4 E.S. OF .. . TIT. N.T.S. NOTCH AROUND OBSTRUCTION COLUMN TYP. :' . 5/16 r INAY .., 1/4 .■............. ....... ?"'".'.."7 INSIDE FACE OF PP <5x5x5/16 016" O.G. E.S. .; .,.t.. (E.) HALL Id y . „ 4:. ,S. P1 I ( ' TYP : . .., OF COLUMN, U.N.O. TYP 1 8 DETAIL ciL , - --- , , : . 1 c 11//44.<90 ,___ --' _,.... 2 / 1/4 SEE 1/- FOR N.T.S. , - - -''.' 11 , 7----- COLUMN INFO. 5/8"0 THREADED RODS '‘CYS1) ... I HILTI RE500-5D EPDXY, p, e 4vC-0 C cip \kGI aw TYP 471r. , - 3/8” 50K5l PLATE 71 (a_c' 14 0 A 11 t / : 2" 211 , w9 : . : /GO'N E . 5 Pf> I r . c,.- „, rrp. ,_, --\--1-- 0 ,i h__. / 1/4 PP> co co 2 I ---1/4 z 0 EXPIRATION DATE: 6-30-2012 1.= B 0 1 A ---ivir,A BRAD YOUNG & ASSOCIATES, INC. 8 - 11/A a STRUCTURAL ENGINEERING z .,.3R2fEls‘,/,bi,icEARNL,D(Fc))NR AVENUE,=7,SUITE 101 o 5 DETAIL 3 DETAIL , \ PHONE:(559)222-9600 FAX:(559)222-94533 z o N.T.5. N.T.S. D ------S--- <5x5x5/I6 016" 0.C., A PLAN CHECK COMMENTS 6/7/2010 (f) U.N.D. PLAN CHECK SUBMITTAL 05/10/10 _ 0 I I, .(i ...„,.. SEE I/- FOR 5/8"4) THREADED RODS-----„<:\ LL REVIEW SET 04/01/10 p■ COLUMN INFO. IN/ HILTI RE5oo-sr, EPDXY, 2 VI/4 No. Revisions and Milestones /Submissions Date cO- - TYP. *mamamoast) SEE V- FOR TISAIR:, OR z e 5/4"x1"x12" BASE PLATE r- 1/4 BEAM INFO. v" L, ULTIMATE ELECTRONICS .i, 10051 CASCADE AVE 8 TISAW, OR ov) ifik 1 1/2" , 1 1/2" ..3 "TYP. N._ ...e., 2"2" PI 1.1 .....:0 4111111111111.■■ Z ICII 1' / it fi Stantec 8 .....\____ c. ________4____ i TYP. \ 0 Stantec Architecture Inc. Tel. 707.765.1660 1 co TOP OF (E) SLAB\) 1,111::..!1.1 " all A , . 15 INTO (N) FO•TINEF co 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 www.stantec.corn a_li-1 . _ 0 PP , Drawing Title cf 2 I \"--1/4 T L, FRAMING DETAIL EDGE OF OPENING IN EDGE OF OPENING IN --) - . (2) 5/4" ct) THREADED -0175 ,tz CONCRETE HALL CONCRETE HALL seal Drawn: Project No. BY BYA JOB#09215 Crb A ULTE Store No. Scale LE AS NOTED o Drawing No. 0 z° Wowed , 6 DETAIL 4 DETAIL 85.2 .„, a ., N.T.S. _ N.T.S. ,-- JUN 0 9 2010 nri,..... ,,_z ,1 SEE J/- FOR INFO WHEN CONTROL JOINT OCCURS 3 EQ. SPACES 6 EQ. SPACES / / / / - 2.. 4: 10.. 0111 .1.. 10" 2" 2" ' )1 / ' ...._// e).. vi / bit / b1' 2 11=All■ AWN& AMIN& 2" .. 0 ELINCTIROIMOCS 8 ri 1 I -7// -7/A---- Cl2x20.1 A.36 CHANNEL NI SEE a- FOR INFO 8 II I I WHEN PANEL JOINT I I I I It ,... 5/8" 0 x 5" EMBED N/ HILTI RE500-5D EPDXY A5 DESIGN AND CONSTRUCTION OCCURS I I I / 321 West 84th Avenue, Suite A p (303) 412-2500 I I I -NL C6xI A36 I I I I I OUR. LI MIN. SHOIA1N Thornton, CO 80280 f. (303) 412-2574 5 CHANNEL " MI N 5" MIN ii) EXTEND CHANNL E N/ 5/.5" 4) x 5" EME3ED I CLR/. CLR.I -\ -- 0 0 0 0 5" IA MIN 0 0 0 0 (.:.:' AS SHOWN WHEN IT N/ HILTI RE500-SD I mi. / )( )( / PASSES OVER. AN• CLR.1 1CLR. EPDXY AS SHONN. I EXISTING PANEL SEE El- CHANNEL 4 0 o o o o 0 CONNECTION loNtHEN I -,, o o o o o o o ,'...:. JOINT . in PANEL JOIST OCCUR-5 in I I \ I I OVER THE OPENING \ I I ------14-I SEE 5/- FOR INFO in 1 1 WHEN OPENING IS 1, le?' MIN. . \-- ALL NEN OPENING CORNERS , INTERUPED BY A TpE3E ALL NEW OPENING CORNERS SHALL BE CORED AND CHIPPEIP ' STEEL COLUMN, 1-11-1'. SHALL BE CORED AND CHIPPED SQUARE. OPENINGS SHALL NOT SQUARE. OPENINGS SHALL NOT BE OVER CUT, TYP. 0 ALL NE =PE OVER CUT, TYP. 0 ALL NEN WALL OPENINGS. 's - LL OPENINGS. \' '''.-------SEE 6/- FOR INFO WHEN OPENING 15 INTERUPED BY' A TUBE STEEL COLUMN, TYP. (E) CONCRETE co co i-- co Do 1 (E) COCNRETE -----j I- I Y 0 0 15" MIN. CLR. V IL_ 0 WHEN NEXT TO LI_ tn z ' PANEL JOINT, 0 < z .—I TYR E.S. OF < 0 NEW • -ENING OPENING _.1 a_ NE 0- NING P 0 0 -±- , < 0 Lu ILI tn SEE HI- IF SILL IS SEE HI- IF SILL IS DAMAGED OR DAMAGED OR UNEVEN II UNEVEN rr (E) SLAB 1 I \ 42" MAX. \ ---. (E) SLAB 1 11 / / / 8 / 0" MAX. D DETAIL DETAIL N.T.S. CIO N.T.S. ?.) SEE DETAIL 1D/- 4 IE/- FOR LINTEL BEAM INFO. USE STEEL COLUMN . ?) a z O (j61) PRC}Nik 01- ui \ LSO 041 i, 415 0 0 \ DETAIL ...., 712 ■1 ' "F., 4". . BOTTOM OF ROOF DECK/LEDGER. Lu . — 1/4i . • 10=1....... AONCSATFolORN5m.MORE /1, CD AARCT CHU'RSL PLANS 0;'...r..,N ui 2..2.. 6.. 2" 6.. 2.1 411 411 2" 6.. 2.1 6 11 2 112 11 0 INFO. — 'ill (N) **4 BAR CONT. T.O. NEN SILL Gee/ 7 & 4,f/f/ I AI, i ,,t, t tt ), t ), t ti,,ft o 0 \ ...z:;:,(„. ,. *** • I at. 1—— T.O. (E) SLAE3 --- I ip. 9 ,k0 , / t EQ. i RE. , I Ea. . .--'—■ \ 1\\\\ z if) 0 1 0 0 o 1 \ / ■ B.O. (N) OPENIN6o. — / \ 2 ir-A--- 21i EXPIRATION DATE: 6-30-2012 F-7-. ci Gi2x2o.-r----- 4- , o \.....11 / \ < :,„ ,,, 0 .......„.„.‘<" 1-5 / 1/4 ....... z z m4 / - --. .;-2 1 all■I"---, \ 4 -k1 CONCRETE O o 0 o " "', BRAD YOUNG & ASSOCIATES, INC. 0 . \ «, \ \ Ai III_ STRUCTURAL ENGINEERING z i p / 1/4 *4 0 16" 0.C. IN/ HILTI Ei I ;,3R2...)4,i_ TII2N11:1),((_/IN.A.VAE91\3/7U17,SUITE 101 z ZN o / < I I >I RE500-SD TYP. i:.. = PHONE:(559)222-9600 FAX (559)222-9633 z / 0 Ld (r) I (E) CONCRETE . ;,... ---\\--- / 1/4\-\\-- cK O NALL ----- \ <5x3x5/ 1-6-"--0-.C-.TTYP. A PLAN CHECK COMMENTS 6/7/2010 _ D 5/8" 4:' x 6" EMBED ------ PLAN CHECK SUBMITTAL 05/10/10 645 - 5/4" 4) 0 10412" < THREADED RODS N/ HILTI \ -.(-c- RE500-5D EF'OXY, TYP. PANEL JOINT.------ CONCRETE NALL) x 6" EMBED THREADED (E) FOOTING ----, LL REVIEW SET 04/01/10 (N) CHAMEL ---\ RODS N/ HILTI RE500-SD EPDXY, rrp. No. _ Revisions and Milestones /Submissions Dote FROM Di- OR E/- ' TI WI OR , E ULTIMATE ELECTRONICS 0 :-- < 0 ..ik) • THE TOP OF THE NEW WALL OPENING • THE ROOF B • THE MIDDLE OF THE WALL ABOVE THE NEW OPENING 10051 CASCADE AVE O TIGARD', OR .(c`n 0 SILL DETAIL 0 DAMAGED AND/OR (N) CURB LOCATIONS 0 z 0 1--- . - fl Stantec a Stantec Architecture Inc. Tel. 707.765.1660 § ea 1137 N. McDowell Blvd. Fax.707.765.9908 Ft- Petaluma, CA U.S.A. 94954 www.stantec.com cE ' Drawing Title U- I.AT ALL LOCATIONS WHERE EXISTING VERTICAL CELLS ARE BEING GROUTED IN AN UNGROUTED WALL , Lu (AS OPPOSED TO PARTIALLY GROUT ED(AT REGULAR HORIZONTAL 4 VERTICAL INTERVALS)OR FRAMING DERIL = ,___ FULLY EPROJTED IAIALL) THE VERTICALLY&ROUTED CELLS MST BE EXTENDED TO THE ROOF DECK 4 . 0 (I) CONT.415 DAR(CENTERED IN THE CELLS 4 NIAU-)SHOULD EIE PLACED IN EVERY VERTICALLY z < &Rama COLUMN OF CELLS. Seal Drawn: Project No. m 2.AT NEW OPENINGS THAT HAVE UNE:ROUTED CONCRETE CELLS BELOW THE NEIP4 SILL(ONCE THE BY BYA AEI 09215 0 NEW OPENING 15 GUT IN)FILL THE CELLS IN/5/4"GLEAN CRUSHED ROOK UP TO et"BELOW THE NEIN ULTE Store No. Scale Lu SILL LEVEL THEN GROUT THE TOP 8"SOLID.SEE DETAIL H/-FOR MORE INFO. AS NOTED o Drawing No. , v) DETAIL 1 0 z Reviewed 85.3 ° Date in SCALE: AS NOTED ,-- JUN 0 9 2010 ii,511/1.„ 'I' ,i, SEE ARCH'L. PLANS nn_ ,.......y c..._131 4, ._,0", ....1‘ IDTH h P T.O. SCREEN NALL`r TO MATCH UNIT /4" / 4" /4''/4" / (N) Ii3go. x 1 5/8" FLANGES • --..N.4,‘ / , A 5-TYF'E METAL STUDS 016" 0.0., • 0 ,,, ,..-- ANGLE 5RACE TYP. 0 FULL HEIGHT STUDS , (E) CMU NALL ...... .....=AMIN. all1•••JUL ■111111111• -L,,,-------- VERO° DEEP VERCOR 26go. (N) 1/2" DENSGLASS SHEATHING , ' 7 0 ELIECTROMICS P METAL DECK kV 56/c4 FASTENER 1/4 6, I, 5/8" x5" EMBED THREADED ROD 114/ 104/ *6 TEKS a 6" 0.C. PNL. ENDS 4 , - F'ATTERN.DECK MUST SPAN THREE 1/4 ' gl■ DESIGN AND CONSTRUCTION 0 SUF'PORTS MN. (WHERE POSSIBLE) HILTI RE5005D EPDXY, TYF'. OF 4 BOUNDARY, 12" INTERIOR.5 ' 321 West 84th Avenue, Suite A p (303) 412-2500 . 0 *12 5M5 0 EA. 0 , 1 1/2" 5/8" 0 A.B. •16" O.C. MAX. ' Thornton, CO 80260 f. (303) 412-2574 L DOWN FLUTE (N) I5go. x2" FLANGE TRACK / (E) SLAB P c,0 i'..F. 00 6.. k 0 '1 --e-t1 1/4" EXTERIOR FLATI"IORK -.---------. ‘ \\) / /' P 3/4" 0 A01 BOLT .. , . „ . 18go. (N) H555x2x1/4 5/8)" PLATE METAL DECK t P .,: . +11-0"k 5" MIN ,,,-,/, 1/5 > 1-12 5.0. SHT. MTL.`F / 4:-""I'.. ' 1/ \N„..._ la? 1-12 r_ (N) H557x2x1/4 4 DETAIL (N) CONCRETE FOOTING _____ ,,,e), v. ..,... ., ,, 6" EMBED 1■4/ HILTI HYI50 ,. EPDXY 0 Civ1U 4 RE500 SD 0 CONCRETE, TYP. SCALE: I" = 11-0" • . . ar, L. _N( : in T.O. 0 > min maim 1 ( ) ROOF`r -1:1- -IF 51 OLID 5LOCK *4 0 16" O.G. TYP. ---</t ... SOLID BLOCK IN 6AP IN GAP 1 ' i - - 6" EMBED 1,4/ HILTI HYI5O 5/4" 0 A50-1 BOLT IN/ <6x4x5/I6 LLV-SEE 5/55.4 FOR - EPDXY • CMU $ RE500 517 _ _ PLATE WASHER 0 EA. PP> CONNECTION 0 EA. END — .. • AI , • CONCRETE, 1YP. . END. TACK WELD NUT I/.5 I 5/4" 0 A5C:77 BOLT 1A4/ PLATE WASHER 0 EA. - ONCE INSTALLED END. TACK WELD NUT d ' Z Roar JOIST ONCE INSTALLED 5/4" 0 BOLT "fr ".- 1/4 , - (E) ROOF JOIST > 444.1iler. ...._••••■,. I/6 /1-2 VERIFY HE BOTTOM (3 1/4 40 OF (N) CONCR.ETE 15 _I , ,u4 , , 5/8" PLATE BELOW THE FROST LINE --7i, .--) r (11-, , 11 I 1 , 11111---,-illfill , ,111, (E) FOOTING COLUMN SUPPORT ALONG SCREEN WALLS PARALLEL TO JOIST AND s /4.../AT_ / 5" 0 CORNER POST (NOT • OPENING - SEE Cl- • OPENINGS) (MIN) 5 DETAIL 1 DETAIL SCALE: I" = 11-0" SCALE: I" = 11-0" 13u/4e_ +51-0"Ail 0 T.O. SCREEN WALL 4. TO MATCH UNIT 6005162-45 0 16" - O.C.0.C. - ,„ ?) A II _,...--- VERCO DEEP VERCOR 26go. mu SEE 6/51.5 FOR COLUMN INFO. HEADER CANTILEVERS p-- METAL DECK A/ 56/41 FASTENER SHEATHING PAST COLUMN - PATTERN.DECK MUST SPAN THREE 0 - SUPPORTS MN. (WHERE POSSIBLE) 10 *12 5M5 0 EA. 5/8" 0 AB. 016" O.G. MAX. DOWN FLUTE (N) BOX 5EAM 0 600TI50-45 E5 qui L 0 ES ... \-- (N) 50X SEAM SEE 8/51.5 :!.: pPIPP- *4 CONT. SEE ARCH'L. PLANS FOR MORE INFO. FOR IM. INA I/8 \ 0 (N) H555x2x1/4 , ... ' .. ; ,. \ EQ. IND :: " . P - SEE 5/51.5 FOR TYF'. BOX BEAM +1'...o" i T / , 5EE e5/51.5 FOR ----......., ,, CONSTRUCTION AT COLUMN ADD B.O. SHT. MTL. / COLUMN INFO. IPP ADDITIONAL BOX BEAM li4!LDS AS 1/e) 1/ .: .,•...•• ...'. SHOWN FOR THE 1,41DTH OF THE :. ,.,. H I 411111.1 COLUMN 0 THIS CONNECTION • Zs) 1 :. -40 , pri 1/8V 1-2 1411111M1.1 T / , - : *4 CONT. 1 11 1 VERIFY BOTTOM OF ----„N '., I/6 / 4111111111i■ FOOTING 15 BEL01•4 III '■ 1041101r I/8/ 1-2 0■0 FROST LINE \ ' " / // 11-0 , / AUX WEB , 1 1 0 \,, 6 DETAIL . 2 DETAIL SCALE: I" = 11-0" SCALE: I" = 11-0" COLUMN SUPPORT ALONG SCREEN WALL PERPENDICULAR TO ROOF JOIST 10" MIN. 4" (MAX) a z B 0 )" / c,g,i) • 4 /3/16...... *5 BARS x16" LONG 012" 0.0. ( a SLABS: IN/ 5/4" 5/13" 0 B ,I, A, 2" 2" 1, 1,___ 4.5..i e„.. \\G aw +51-0"A, CUSHION ON SIDES OF DOINELS. NOTE: THE OWNER MAY 444 C 7 (E 4) —T.- T.O. SCREEN WALL'r EMBED CHOOSE TO USE *5 REBAR DOWELS x 16" LONE (N) AUXILIARY NEB • t L P . 0 , TO MATCH UNIT 012" O.G.0.0 kV OUT THE 5/4" CUSHION. THIS OPTION MEMBER. TYP. 0 (N) .----- cr ailm + + CONTROL ..1 INT - \ MAY RESULT IN MORE SLAB CRACKING) •-,-GON -6- 10 HVAC. SUPPORT AO LLI 1 , CNi a ul CHANNELS 0 11/ r■Zo 41 + + 111111 VERCO DEEP VERCOR 26go. _\___ , _ ,111■11111■110 \ "...oi ' "1.`" Ld ,-= P METAL DECK IN/ 56/1 FASTENER EQ. II ,.41 : . . .44 ,:, 2' , :4' , ' CC) NEW CONCRETE 11 ' .0 i , + + PATTERN.DECK MUST SPAN THREE .4 v./ .. y RAE. SUPF'ORTS MN. (WHERE POSSIBLE) EQ. SLAB THICKNESS NOTCH CORNER F PLATE 0 1,4E55 it 1/6 L 1-2 . ..ids, ..." z _\_._ . 4 4 • ) \ INCREASE PLA LENGTH BY LENGTH 0 EXPIRATION DATE: 6-30-2012 F--= + -+ ..: 4" MIN : ` .4 ' /iii 4" MIN. PPP- OF THE NOTCH ° ,-, * 1/6 r 1-2 , IIIIII'- *12 5M5 0 EA. U5E SIMPSON BRAD YOUNG & ASSOCIATES, INC. ° + + ' ,6 DOWN FLUTE SET EPDXY 12" z ,P / / / va DA A STRUCTURAL. ENGINEERING c' 4' EXISTING CONCRETE/NEIN CONCRETE .._ (E) ROOF JOIST -)i H • 1320 W.I IERNDON AVENUE,SUITE 101 z FRESNO,CALIFORNIA 93711 < i k PHONF:(559)222-9600 FAX:(559)222-9633 z --0-- 0 -.1.--- -+- r Ld u) 1 0 (N) H553x2x1/4 + +` L._ ■. - cr) '-' (N) H555x2x1/4 •+ + •1 +11-0" A PLAN CHECK COMMENTS 6/7/2010 , 6 0 H , B.O. ST. MTL. PLAN CHECK SUBMITTAL 05/10/10'r < LL REVIEW SET 04/01/10 — / IM / -AIN 7 --- (N) H5S5x2x1/4 No. Revisions and Milestones /Submissions Date m I/6 / `L T eAR1, OR z ..„.• i , , , _ T.O.n- - 7 DETAIL 3 DETAIL ULTIMATE ELECTRONICS mn i. , AI LL, - <1-- II (E) ROOF SCALE: I" = 11-0" SCALE: I" = 11-0" 10051 CASCADE AVE O u- -1 r TIGARD, u, -...- SOLID BLOCK ... SOLID BLOCK OR ., .,3 (E) leAgo. METAL DECK IN 6AP IN 6AP 0 Z D O PP, 'TY> 5/4" 47 A501 BOLT 1A1/ , va I Stantec Architecture Inc. Tel. 707.765.1660 Stantec 3/4" 47 A507 BOLT le4/ PLATE WASHER 0 EA. c, co PLATE WASHER 0 EA. END. TACK WELD NUT L.._ END. TACK WELD NUT (E) ROOF JOIST ONCE INSTALLED 1137 N. McDowell Blvd. Fax.707.765.9908 0 ONCE INSTALLED ., --- Petaluma, CA U.S.A. 94954 www.stantec.com o --- (E) ROOF JOIST Drawing Title L., FRAMING DETAIL _ = , ,r z - 1 Seal Drawn: Project No. >- IIIII•11 JOBS 09215 I BY BYA JO m io ULTE Store No. Scale Ld z AS NOTED 0 COLUMN SUPPORT • CORNERS WITH OPENINGS ) Drawing No. I 8 DETAIL Reviewed 85.4 cn SCALE: I" = 11-0" Date JUN 0 9 ZUlU =..--w U OF TUBE COLUMN SEE 1/55.1 FOR COLUMN INFO. SEE FOUNDATION PLAN FOR (E) WALL INFO.----N - --.:-: 55 ECEH ELDAUPL E F OA RI-E A 1 , , _ MORE INFO. <TYP. • . • (E) INTERIOR [Id--=AMENS AMMIII■ .11■16 -2/3/16 iii• , , / 0 ISLIECTIROIMOCS WELD EA. END TO (E) JOIST r 5/16 (E) EX RLIOR---) *5 BAR 08" 0.C., "1YP. , , , / / 4"7/- SLAB , , DESIGN AND CONSTRUCTION kV 3/16" FILLET NELD, TYR 3'-O" MIN. 5/16 , ,... / / PP .. \ CALL ENGINEER FOR SMALLER 5/1; :: EG. It 321 West 84th Avenue, Suite A p (303) 412-2500 DIMENSIONS BEFORE BEGINNING --- ... ... . :: •• •• . .. . ,. . „. .: Zl'3 ... .., ......................... ,,,,,,—::::::::„---*„....r....,.,....................... \ _../..• EO. Thornton, CO 80260 f. (303) 412-2574 CONSTRICTION OR FA5R1CATION—A-- IP ... _ ,....., \--- „......,.. . .. .. .. „. : •.: .. .. .. .. ..., .. . (E) SLAB <6x4x5/I6 A36 ANGLE LLV , . . 5/16 — kL:0 ...., . -,,,,,,--,i.:,- i oo , ,, :.,. ..: : . . '10° HOOK "TYP. e'li ' ,.r..,„1 ;Ill 1...•"!•1 PV*414131fTNEI RE110012:5°S. ik, i\s\ii EPDXY, TYP. GTO° HOOK TYP. . .. •• - , 4..1 :::::: :..•.: • 1 ' • l'-0" iii :: USE HILITI RE500-50 :: :: :: .. - ,.., ... 4 " MIN :::: -,r- *4 C0 T. TYP. BEAPRSOXYTHATNPIl4A5*55 / ... - :••••••:.,••.•: :,•....!: .. :....... -Al 11# • ..: ,•:', - / 0 , ...• • ,. . ,:.,. ,,. .,,,,........•.:„:;,. .,,„ .. .: - ... - I 2 \5/16 Jr 1.-0" 11-o" TYF> : ••• ,'6" MIN. :: 4 THROUGH THE ii____,.,•.: .,.... . . :: :: .. . . 4"x3/6" 50. PLATE __, • :,..: 4" MAX. : . ) 1 EXISTING NALL, n'P. „. .. ., ..„ ...., .„ .. , ______ • ., 0 , : . . „ .. , ' .. .. ;...; i i ;:. 1 .. :„,„ i:., 4*4 1,0 IAIE L 0 12"o.c. , . .. NOTCH AROUND 05STRUCTION ' ' • :.:,., 5 ;„. :: .. 1"1/HILTI RE500-50 3" MAX. EA. NAY INSIDE FACE OF : ...I 0 1 .0--6. . ..,.. Ad%• TS ..., ,. :::: :: .... ,.. g 1 ...,... .. :: .... - .- EPDXY "I'YP. , (E) CONCRETE NALL : .,.. ... ..,:- :: .. - .;:i.:: -- • Iiii .4 / . 5OTTOM OF :: „ ..., . •,., ,.5 • ili! THE BOTTOM OF THE , I : : .••• (E) FOOTING .. .. .. :, :: :..,, .. .. „, NEN FOOTING MUST BE . , L....._16._. ‘ I . D .. :: ,..,, ,.. .. .. ii , :: ... ,,,.. ::: :•„ ; :: :: .. :: _ .•.:. ':' BELOW THE \ .: „ :: \:::: - :: .. .. \ ...:' .. ::: ... I do. \--'-',.-:::-::: - ./ NW ..,,f--i-.'” 0 OF 9 .-: • ,. :::: :: ::. ci lii al g :.. -• .: ::. I:1i g" / q! - / :: ::: BEAK ' — A. ::. :: .. .. ,, 1— .....— ii SEE D/- F COLUMN TO , : CONCRETE 0 2- ::: • • 1 1.:1 "c. t j11 TsucTuRE Tro A HIDE FLA CONNECTION . I ; : •1 0 ' HALL 0 - IL -(.1 a \ 1,111.1. AsLIPNPELFICOAR5TLEf115FR7ST ei *4 CONT. 012" 0.0., TYP. ia tu , : ,. -.\ \-- ), 10" MIN. ,, 4" (MAX) //±1.111)— .: .: (N) FOOTING (E) FOOTING (N) FOOTING 0 / SEE ELEVATION FOR COLUMN ---' 1/41 ' / SEE PLAN FOR WIDTH 41 18" MIN. 11/ SEE PLAN FOR WIDTH / /3/16 3/8" PLATE INFO. / EQ. jr EQ. (N) AUXILIARY NEB MEMBER . . . . . . . . . .. . . . . . TYP. 0 (N) HVAC SUPPORT • ' SEE PLAN FOR (N) FOOTING WIDTH (SF'ECIFIED WIDTH DOES NOT INCLUDE ( CHANNELS ..., ....:. F‘OTING 1/41DTH (le: PLAN SPECIFIED klIPTH, +(E) FOOTING WIDTH = TOTAL NIDTH)) )0°. AllitliF1*."alb4L1‘ .• . . . : .. , • . ... _... . A -410 , / 1 DETAIL 1/8 IL 1-2 nr .."-- ,..•' ./ . N.T.S. • ... 1/8 r 1-2 5/8" 0 x 4" T1TEN HD ANCHOR 16"MIN. 4"(MAX) , BOLT• 12"oz.,TYP. • / / . . 116,. 1/8 I/5/16 5/8" PLATE , .,. , • I/ 1/8 . .,,- , Vi/8 h (N) AUXILIARY HES .. ., , _____L . '•. .• (.": • EDGE OF OPENING --.\ ______ MEMBER TYP. • 0,0 SUPPORT or:, ,...._, • soripi ..,...,... . .:,.,.. NOTCH CORNER OF PLATE 1111 1 c'c' ,,,,c. 4 , .. . : . .. -411 . . ,i,,.' • 0 WEBS 4 INCREASE . _______ , PLATE LENGTH BY LENGTH I/.5 hi, 1-2 . . OF THE NOTCH __31111I-. <5x5x5/I6 O.G. U.N.O. I/.5 r 1-2 vt tAr......- --- ,, .:. . SEE ELEVATION FOR - It_ , .. . , • ,. (E) ROOF JOIST COLUMN INFO. ,:• ..: .: . ' • 2" 5/16 1 2 ,, , . . : , . . . . . . . Vi/6 ' ••„ B B .: (2) .., 1 NOTCH CORNER OF PLATE • WEBS 4 INCREASE I . . • PLATE LENGTH BY LENGTH OF THE NOTCH SEE ARCH'L. PLANS FOR I 1-3 VI/4 (E) ROOF JOIST STUCCO FINISH I A 1-217 3/I6<YP. I : (?), 1/4" STEEL PLATE TO MATCH 1/2I)I1'' - (6x5x5/16 016" oz. A/5/8" DIA. THREADED RODS H/ HELD EA. END TO (E) JOIST Hi 5/16" FILLET 104ELD,rep. 51-0" MIN. THE WIDTH OF THE HALL r.- ., 1 HILTI RE500SD EPDXY,TYP. GALL ENGINEER FOR SMALLER ,..: . 1/2" PLATE 1 Imo „v. A DIMENSIONS BEFORE BESINNING I .....„.,..........1: 1 4 ./::: 1/2" CONSTRICTION OR FABRICATION 2) 1 A 1111/ ex5x1/4 A56.. \- ANGLE LLV ... . ----v----III--,-, 1 , . ,, (E) STEEL JOIST 1/4 r 1-6 ■111111111111•111111111111111111111111111 -7- -:i., ' ........."..... (INHERE OCCURS) .,. . Iii) rrP. - . CO : : H55 TO 1/4"> 1■Immis 1- /ism 1\ '1411 1, I 1-0" A I LO" ,i, .,MINI > 1-2 i ,5,16 . : PLATE 1-5 I \- kiln USE BEAM SHOWN IN 1 • ' ,: /: r ! I ELEVATION 4" MAX. . : : . . . • 209a. STUD INFILL FRAMING• 16" O.G. (N) HI6x57 LINTEL exx1/4 E.S. OF TYP. NOTCH AROUND OBSTRUCTION - COLUMN TYP. . . (MAX) TO SUPPORT 1NALL FINISH,TYP. 5F-AM,TYP. 5" MAX. EA. HAY ,,4,, . . . : . : 1/4" STEEL PLATE TO GOLUMN BEYOND PER PLAN . . ' MATCH'THE WIDTH INSIDE FACE OF ;: i:. (E.) HALL • . • OF THE HALL I ,4,-;- . . . ..., :, I I sm<PP -a- .,..,',,t. . . . „.:. ,. . . . 04) STOREFRONT SYSTEM . . - ,,----- (E) CONCRETE 2 DETAIL : --, „i 2"2" aillii. : ... 5/16 F . WALL id SEE ELEVATION FOR COLUMN INFO. • • : . ...:: •. • - 3/8" CAP PLATE 00.5111 N.T.5. . .,-7"---- V 3/8 : : EDGE OF OPENING IN -- -- CMU ALL : . MINNIONE : . ••',:-.- .•-' >-: \ . . GO os) ..• z • _ . _ . . , ..,., CIO , „GIN . o , . : . LLI : . v 71273P . : . . , . : ck. . . : . . . • • • i , -.. 0 / EL- ym., a __I L OR/.N LL, • n . : : : : „ • - cr, . Le if occ\f_k.a : (N) H16X51 LINTEL BEAM .. ., •-i, ei,. r‘ 4 ri-‘) •Ss-- = . : • • • • ,'. . \ 1/4 ..., ., ,... _ : ,. ,,--- (E.) CONCRETE ..40 a // , ....0 : : - , i . . i-- ___\_____ . : . • / HALL e RAf- : / 1/4 : . . . : 4 Z . , O , 5/8" GAP PLATE i - „, 1/2" STIFF E.S. 0 HES EXPIRATION DATE: 6-30-2012 (.3 w .. : -..: - I 1/2" 1110 2-4 r 5/16 ' vima.......w.,v4 BRAD YOUNG & ASSOCIATES, INC. . • '' - - co V 3/e? : z H iii..14111 - IPA AI STRUCTURAL ENGINEERING -- „...._.,.. , SEE 1/5.6 FOR COLUMN INFO. ----"r pi 1320 W.I IERNDON AVENUE,SUITE 101 z ________16._. – ' - ,, 2-4 5/16 ra : ,,,- ..: - - FRESNO,CA L I FORN I A 93711 < PHONE:(559)222-9600 FAX:(559)222-9633 z V . r 1/4 . , .. 5/4" PLATE H/(2) 5/4" . .. . . . C , . ../ A525 BOLTS . . . : . . . , . O SEE ELEVATION FOR COLUMN INFO. SEE A/- . . , : :• u... 0 . . A PLAN CHECK COMMENTS 6/7/2010 u, E 0 OBSTRUCTIONS TO THE ANGLE PLAN CHECK SUBMITTAL 05/10/10 z < STRUT (IF APPLICABLE) Z D LL REVIEW SET 04/01/10 >_. (N) <6x4x5/16 A36 ANGLE - No. Revisions and Milestones /Submissions Date --- 6 ES OF TUBE TIOARL7 OR H- ‹vi- LL, (N) 6x4x5/I6 A36 ANGLE. 3 DETAIL - SEE ELEVATION FOR FRAME INFO ULTIMATE ELECTRONICS WELD EA. END TO (E) 10051 CASCADE AVE , . - v, -JOIST. SEE 5/- FOR , . .. . . „ . . . .. . , ' TISARD, OR V) < MORE INFO. ' .4 .. . , =.3 ., , . 0 INEW . I SEE C/- NHERE COLUMN NEEDS D 0 7—**-7 ,,,/,'t'' '''"----- TO STEP 0 ROOF BEAM. re Stantec , . Stantec Architecture Inc. Tel. 70 .765.1660 < . . . . co . : : . z: u._ , - 1 137 N. McDowell Blvd. Fax.707.765.9908 V 1/4 Petaluma, CA U.S.A. 94954 www.stantec.com 0 EACH 001"N> : . , . ,. 0 < - CC FLUTE .,,, Drawing Title a._ 1/8 / /3/16 • 20' 0" MIN. FRAMING DETAILS LIJ , - _______ / : ,•• ' 0 < SEE ELEVATION FOR COLUMN INFO. Seal Drawn: Project No. # ao SEE FOUNDATION PLAN FOR (E) BY BYA JOB 09215 in UL Store No. Scale LLI CONCRETE 1"1ALL INFO. M AS NOTED 0 Drawing No. cp Z Reviewed § ',,, 4 DETAIL Date 85.5 . ,___ JUN 0 9 2010 1111111.■IIMIN•11•111•V U]....7 U 1 A _ SEE PLAN FOR (N) COLUMN SPACING SEE PLAN FOR (N) COLUMN SPACING / / / N.:, M-- ...r. (?) 0 ELIECTROIMOCS 4 DESIGN AND CONSTRUCTION Tr°. 0 ALL 85.5 COLUMNS 321 West 84th Avenue, Suite A p (303) 412-2500 No Thornton, CO 80260 f. (303) 412-2574 . . , am (E) PILASTER TO BE CUT AT N THE TO THE (N) STEEL BEAM -4.-Z' in in 1 ili ink x TYP. x x x 3C , 3C x x Q A) , Tyr. S5.1 851 0 0 i x lYP. 0 x x 3B S5.5 S5.1 TYP. , HSS I2x6x5/16 .. ..`■ ( \ l HSS I2x6x5/16 .." / ---N ) I V ' '-. BREAK OUT THE EXISTING CONCRETE ‘ / ,....--, , PILASTER. AROUND THE EXISTING REBAR -- \ , 6 N.' ma ros 12" TO 113" ABOVE THE NEW BEAM. mo. TYF'. 3 6 , - / lor - ,,WELD (PRE-HEAT) THE EXISTING REBAR 015-5 , 3B ri u_ No ,,„ \ 3C / ' 0 to THE TOP OF THE NEN STEEL itirri-4 A _4 Go , S. „ 85.5 s BEYOND 1/4" F1L-L.ET WELD ALL AROUND, TYF'. AT 0 .0 i ", . T , K in x , in x EACH BAR, , , ' --', tn x . / .0 . in 0 a) . x x < z 0 , ': 0 x a_ tr) ,,, < o ,_ , tn , --,,, _1 , a_ i ,-- , T :4 . . x 3, < . - ILI S5.5 1 1 tP0\ \ Y - 55 , , / -(. 1 _ . . / , ,, , \,..._/ \ . , SEE PLAN FOR DIM. - ALSO SEE ARCH'L PLANS FOR MORE INFO. / / 1 DETAIL N.T.5. 3C S5.5 JOIST DEPTH / / / <lb" lb" - 36" > 6' ,/ ,/ / // • AUX INE5 MEMBERSIZE (2) <2x2x1/13 (2) <2x2x3/I6 (2) <2 I/2x2 1/2x5/16" (E) CONCRETE WALL ,,/: . FILL 6AP BETWEEN TOP co CHOWS WITH STEEL SPACER, (E) TOP CHOW TACK WELDED ALL AROUND AA IZDY . P. BRIDGING • (N) INF BEAM 5EE FRAMING NOOTHER. FRAMING 15 NOT lir <TO JOIST / //' 2 I \ ,,..„,.... PLAN FOR MORE INFO. SHOWN FOR CLARITY (N) <2x2x5/I6 BRIDGING TART\ (N) 5/4" 4) STEEL ROD CONT. iiiril `\ 0.0., OR GUAR.TER. POINTS ALONG THE JOIST WHICHEVER // / / , / //// ....-----.... / / ...... • / / •• \ - SEE 30/55.5 FOR CONNECTION INFO. FOR THE ENTIRE LENGTH OF Mill 15 SMALLER TYF'. // THE JOIST ri pos. \ , 0 AUXILIARY WEB MEMBER, TYP. 0 EA. END -.41p 1 0 1 OF E TRUSS BETWEEN (E) INES oc, I / MEMBERS. THE SEE THE CHART ABOVE FOR 4 0 I/2 A301 DOLT \ / MEMBER SIZE \ 0 4litialbSAL3/16 PP - (N) STEEL ROD \ — / ilk ■Pr'll -..- ../ 'TYP. ALL 1/6 ki, . 1-4 \ - TO (E) JOIST CHORD 4c,........ S14 ENDS OF (N) AUX (7 1^1E5 MEMBER 1/e>r Ilt (E) NEE:, tv1EMBER (N) IALF BEAM SEE FRAMING 6 LI Z Bo-rTom CHORD F'LAN FOR MORE INFO. N, „.__ > N) COLUMN SEE FOUNDATION PLAN z FOR MORE INFO. cikc...O Plitcz:z6,0 Olt <i, , (N) 5/4" 4) STEEL ROD CONT. 44.-/ 7127/ .....*„" , 0 Lu 1-4 r 5/16/pp - (N) STEEL ROD 3 FOR THE ENTIRE LENGTH OF c, 1-4 \--, 3/16NTO (E) JOIST CHOR.D I THE JOIST Ck" ,2, / ,_, ,,,:ciG., 1YP. S E A 0-.' 4114 I • L, a_ (i) .11 q i c) t AUX WEB MEMBERS PLACED AS NOTED DETAIL , i.9 NI 0 WITHIN 12' (MIN.) OF EACH END OF THE JOIST • 11 t F RAE z SCALE: I" = 11-0" A A 1 EXPIRATION DATE: 6-30-2012 1-= -141 COPE AUX keE3 0 TOP 0 z or, ' BEARING z , 4 BOTTOM CHORD 0 '1"""'"'"wwA BRAD YOUNG & ASSOCIATES, INC. SEAT rtr> INTERSECTION 4 LET z B lib/ 1 1/2 PA 411 STRUCTURAL ENGINEERING REMAINING FLANGE c, MIN. '1 I -11,3R2E?sI=3..,SUTTF.101 z FxTFNr7 AS SHOM < : inakvAtk,A PHONE:(559)222-9600 FAX:(559)222-9633 z 0 L.L.i /1111Wir \ (E) WEB MEMBERS x (N) AUX WEB MEMBERS (INDICATED (INDICATED BY , 0 _ B SOLID LINE), TYP. A PLAN CHECK COMMENTS 6/7/2010 , BY DASHED' LINE) BETWEEN (E) lir - a NEB MEMBERS, TYP. AS SHOWN EG., TYP. PLAN CHECK SUBMITTAL 05/10/10 TYP. AT EACH END OF JOIST CO LL REVIEW SET 04/01/10 -.(---, A >- No. Revisions and Milestones /Submissions Date m — z (N) <2x2x5/I6 - SEE 0/- FOR (N) <2x2x5/I6 - SEE C/- (N) <2x2x5/I6 - SEE CI- TIGARD OR LL, WELD 0 (E) JOIST TOP 4 FOR WELD 0 (E) JOIST FOR WELD 0 (E) JOIST ULTIMATE ELECTRONICS <1-- 0 BOTTOM CHOWS TOP $ BOTTOM CHORDS TOP 4 BOTTOM CHOWS TYR 10051 CASCADE AVE 0 .0 I/80 r 1-2 (f) TISARD, OR u, < ,,,1 TYP. TYF> , . 1/8 V 1-2 I//3 1 1-2 fl Stantec Z D 0 (E) WEB MEMBER.5.-- 41 >- c' .., (E) WEB MEMBER (E) NEB MEMBER --I Stantec Architecture 0 Inc. Te 707.765.1660 . 0 s (E) ANGLE WEBS 0 * (E) BAR WEBS 0 a (E) BAR DOUBLE ANGLE WEBS l. ,_,._ 1137 N. McDowell Blvd. Fax.707.765.9908 >-- Petaluma, CA U.S.A. 94954 www.stantec.com c'-• L, B Drawing Title - rx FRAMING DETAILS , z Seal Drawn: Project No. , ', 3 DETAIL >- BY BYA JOB#09215 m Z N;T.5. ULTE Store No. Scale ft, z AS NOTED , o N ' - - -' Drawing No. v) § 0 z Reviewed 85.6 < i„ m Date v) I-- — JUN 0 9 2010 NO-rE.k ...,...;„, Fin MINNINI EMINI:1 T =1 A A L.,11-1,0i IBM=ANN. .411■ABM,•\1 MIL leik TYP. (E) ROOF TRUSS, TYP. AS 0 IIILECTIROINIOCS .TYP r SHOWN L DESIGN AND CONSTRUCTION .... ?)----... ! 321 West 84th Avenue, Suite A p (303) 412-2500 Thornton, CO 80260 f. (303) 412-2574 W W. MM. I I GI . ..., --7----- (N) CE3xII.5 Nss.ssiN,NNNss. , ' --•Q I. THIS ENSINEER RECOMMENDS THAT THE CONTRACTOR B USE A PRE MANUFACTURED (BY THE HVAC EQUIPMENT I I TYP. MANYFACTURE) CURB LEVELER THAT 15 APPROVED FOR THIS APPLICATION. 2 THE CONTRACTOR MUST PROVIDE ALL ADDITIONAL R.00FIN6/FLASHIN6 4 COORDINATE 111TH THE APPROPRIATE DESIGN CONSULTANTS 4 ROOFING COMPANY SO THAT THE FRAMING SHOWN IN THIS DETAIL 4 THESE PLANS 15 COMPLETELY SEALED FROM ,„..., WEATHER 4 TO ENSURE A ROOF WARRANTEE CAN BE OBTAINED AND BE TO THE BUILDING OWNERS SATISFACTION. 1111111111/ (N) HVAC UNIT (E)(E) GIRDER (?) TYPICAL HVAC LAYOUT AND SUPPORT FRAMING N.T.S. FILL 6AP BETWEEN TOP CHORDS WITH STEEL SPACER, TACK WELDED ALL AROUND - (N) HVAC UNIT 7.----- SEE MECH. PLAN FOR ABOVE HVAC UNIT INFO. ---: r_ SUPPORT CHANNEL SIM. TO OPPOSITE SIDE AS NOTE: /3/16 C8x11.5 A56 CHANNEL 'TYF'.--.\ - APF'LICABLE OTHEfR FRAMING IS 16_ 5/16 6.. NOT SHOWN FOR r 5/16 ii. ....- 3/6" , TYP. NOT CLARITY 1-4 V ii i5 <OPTION 3/16 1 I ' _...., • r-----A-4 1/4" TEK SCREINS OR 1/8" FILLET Al 4" MAX - , imp.- THE CONTRACTOR MAY USE A HSS1x5x1/4 OR HSS 6x5x1/4 ON WELD (1") 0 UP FLUTES - "TYP. -\ "*"' THEIR SIDE IN PLACE OF THE 0,110,1•1■MINIIMI..... -J MO $ BENT PLATE (0 THEIR OPTION IF 1 - k ---P ) .., 7" BENT PLATE - IT FITS THE DIMENSION FROM ( ''..! !fl ■ •... :: 1/4" TEK SCREWS OR I//3" FILLET WELD On) 0 UP FLUTES , BOTTOM OF DECK TO TOP OF AUXILIARY WEB I _j GIIRDER) WELD THE -TUBE TO THE MEMBER TYP. / 'TYR 0 I ..., VERTICAL 5/8" PLATE Ii4/ 5/16" 111 \ (N) NEB • 5/16// FLARE BEVEL WELD (P.P) 3/16 I (N)IC/3%11.5 A56 • A.1 (E) ROOF JOIST --,N, - FILL. GAP BETWEEN TOP I I CHANNEL V 1/4 TYP. E3EYOND , SIM. 0 (7-- CHORDS WITH STEEL Mr SIM. D PLATE I I NOTE: SPACER, TACK WELDED ALL Al _ I. OTHER FRAMING IS NOT SHOWN AROUND . ' . i TYP. FOR CLARITY - _,/ INSTALL AN AUXILIARY INEB MEMBER 0 Aft , (E) ROOF JOIST -----''''' r--...0,..--, 2.SEE DETAIL E/- AT INF BEAM 1 (E) ROOF JOIST OPEN NEB STEEL OIRDERS (NOT SHOINN) 4 "02" (4" MIN) I/ 1/4 LOCATIONS 5/8" PLATE STIFFENER 0 INF BEAMS NV (SHOINN) MI (E) ROOF JOIST DETAIL SEE FRAMING PLAN A FOR GIRDER INFO. N.T.S. E DETAIL AT WF GIRDER (SHOWN) DETAIL AT STEEL TRUSS SBA • OPEN WEB STEEL.GIFDER(NOT SHOWN) CO N.T.S. 5" 2 1/2" -.-Ard SEE NOTE I BELOIN. i PRESSURE TREATED DF*1 (N) HVAC UNIT 10" MIN. 4" (MAX) --.....a i CONT. CURB LEVELER CONT. I 7 0 / / 1 TYP. >-: 1111 z TO ROOF SLOPE RUN 12" / 5/16 5/8" 0 TYP. EA. 1 5/6.. • 6" O.C. S61)- ' • PAST EA. END OF CURB TYP. 1 5/8" • DOWN FLUTE 1 , 1 .......6, 7127 f';Fi' <, ■‘GI A, # 1_,c) (INHEN OVER A JOIST (N) AUXILIARY NEE3 . , . . _ . . ,. : : .. . a ;I- ...—,,A TYP. REPLACE THE 5/8"0 BOLTS MEMBER TYP. 0 (N) 1 r El 5/16 V 1-3 A -...., , WITH *12 SMS 0 6"o.c) HVAC SUPPORT LL, LT: ROOFN6/FLASHIN6 BY'---------,,.., CHANNELS A, k L ......1 1 otk, ti it N _ (.5 TUBE (TO MATCH DECK / 1 OTHERS \ , . : u-, — 1 CHANNEL GAP HEIGHT) x 3/16" ; 0 c-iq , oOf L, 5 1/2" Ill" 1 AS REQUIRED. ...r.j, i? 2 = , MN. \ .szna4NE LINE UP ROOF CURE3 VERTICAL -Al 71 ___ ‘, NOTCH CORNER F PLATE 0 1,41Ef35 4 11 9 ,ko I' ' * LE6 4 STEEL CHANNEL INEE3 VS IL 1-2 Iwo le- INCREASE PLA LEN6TH BY LEN6TH Y RAE. z Al 2 , EXPIRATION DATE 6-30-2012 0 PRESSURE TREATED OF*1 (E) STEEL DECK I/8 V 1-2 PIP ' OF THE NOTCH -,---: 0 FILLER BLOCK - (N) <6x4x5/16x6" A56 ANGLE SLY 0 12"o/c .,./ z - CENTERED ON THE 5/8" DIA. BOLTS, "TY / 1/8 P. . '. '11.1.1.2......v (2) *12 5M5 EA. (E) ik,v A BRAD YOUNG & ASSOCIATES, INC. 0 z METAL DECK UP FLUTE 5 1/4 (E) ROOF JOIST i PA A STRUCTURAL ENGINEERING o 5/8" cP BOLT 012" D.G. ill 2" 1320 W.HPRNDON AVF.NUR,SUTTR 101 z (N) STEEL HVAC SUPPORT BEAM al mi FRESNO,CALIFORNIA 93711 < 4 ONE 0 EA. END PHONE:(559)222-9600 FAX:(359)222-9633 z 0 Lu SEE MECH. PLAN FOR -- \ , Q, HVAC UNIT INFO. O CURB LEVELER DETAIL IF REQUIRED DETAIL AT STEEL TRUSS A PLAN CHECK COMMENTS 6/7/2010 b_ ,„ F SEE NOTE 1 ABOVE , N.T.S. PLAN CHECK SUBMITTAL 05/10/10 z \._ < LL REVIEW SET 04/01/10 >- No. Revisions and Milestones /Submissions Date m R -. TleAR OR z -- 1 i ULTIMATE ELECTRONICS A.2 , 1 , TYF'. 10031 CASCADE AVE 1 - TI&ARO, OR <0, - -1 _J . NOTE A /4 7 11 Stantec OTHER FRAMING IS Stantec Architecture Inc. Tel. 707.765.1660 < I Ch 1 co NOT SHOINN FOR ... 0 1137 N. McDowell Blvd. Fax.707.765.9908 ).- CLARITY -, r- (N) C8x11.5 A36 Petaluma, CA U.S.A. 94954 www.stantec.com LL, CHANNEL Drawing Title DETAIL FRAMING DETAILS _ . , z B , < N.T.S. Seal Drawn: Project No. m BY BYA JOB#09215 0 ULTE Store No. Scale Lu --- ,- \.-- AS NOTED -u2(2 1 DETAIL Reviewed c, SCALE: N.T.S. m Date (r) -±- 1---z JUN 9 2010 a L J LI , HVAC CONTROLS LEGEND NOTES PROVIDE A COMPLETE, WORKING HVAC CONTROL SYSTEM IN ACCORDANCE WITH EQUIPMENT GENERAL NOTES - MECHANICAL, INSULATION/LINING NOTES I, ri THE FOLLOWING. V.: TYPICAL EQUIPMENT DESIGNATION ACU AIR CONDITIONING UNIT 0 LLGC4ER©[ DC§. �■■�- (EXHAUST FAN SHOWN) AFT ABOVE FINISHED FLOOR 1. REFERENCE TO RELATED WORK: "REF" INDICATIONS DENOTE WORK COVERED 1. ENERGY CODE: AS A MINIMUM, COMPLY WITH THICKNESSES AND TYPES � � � CONSTRUCTION 1. PROVIDE PROGRAMMABLE THERMOSTATS WITH REMOTE TEMPERATURE AHJ AUTHORITY HAVING JURISDICTION ELSEWHERE (ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL, LANDSCAPE, OR USTED IN ENERGY CODE ENFORCED BY AHJ. SENSORS. IDSIDI AHU AIR HANDLING UNIT KITCHEN), OR ITEM BASED ON A SPECIFIC MANUFACTURER'S DIMENSIONS 321 Went 84th Avenue,Suite A p(303)412-2500 DUCT SMOKE DETECTOR BDD BACKDRAFT DAMPER 2. EXTENT OF INTERNAL DUCT LINING: Thornton,CO 80260 f.(303)412-2514 2 ( BHP BRAKE HORSEPOWER (VERIFY). A. GRILLE AND DIFFUSER BOXES AND BOOTS. 2. COORDINATE THE WORK PER DETAILS 1 & 2 ON DRAWING M3.0 AND BTUH BRITISH THERMAL UNIT PER HOUR B. TRANSFER DUCTS. DETAILS 4 & 5 ON DRAWING E3.0. DETAILS ARE SHOWN FOR REFERENCE 0 ROOM THERMOSTAT C COMMON 2. ELECTRICAL CHARACTERISTICS: REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL C. THE FIRST 10 FEET OF SUPPLY AND RETURN DUCTWORK FROM THE AIR ®ONLY. i► REMOTE TEMPERATURE SENSOR CAP CAPACITY CHARACTERISTICS (VOLTAGES, ETC. OF MECHANICAL EQUIPMENT, UNLESS OTHERWISE INDICATED. HANDLER. TIMER SWITCH CC COOUNG COIL 3. MOUNT THE PROGRAMMABLE THERMOSTATS IN A GROUP AS INDICATED BY CD CEILING DIFFUSER 3. EXTENT OF EXTERNAL DUCT INSULATION: DETAIL 2 ON DRAWING M3.0. TERMINALS CFM CUBIC FEET PER MINUTE 3, CODES: COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER A. ULTIMATE ELECTRONICS REQUIRES ALL DUCT WORK TO BE EXTERIOR ,, -DIFFUSER/GRILLE TYPE, AND CLG CEIUNG, COOLING THE APPLICABLE BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE, AND HEALTH INSULATED WITH A MINIMUM OF ONE INCH OF INSULATION. CD-12x12 OR CD-1 NUMBER OR SIZE CO CLEANOUT CODES AND REGULATIONS AS ADOPTED BY THE LOCAL AHJ. 4. MOUNT THE REMOTE TEMPERATURE SENSORS AS INDICATED AND PROVIDE 400 400 `'�-DESIGN CFM (WHERE APPLICABLE) COMB COMBUSTION 4. MISCELLANEOUS DUCT FITTINGS (CONICAL TAKEOFFS, ETC.): WRAP WITH LOW VOLTAGE SENSOR WIRING BACK TO THERMOSTAT. CEILING DIFFUSER (FLOW ARROWS CONT CONTINUE, CONTROL 4. PREPARE AND SUBMIT FOR REVIEW A SHOP DRAWING BASED ON FINAL STRUCTURAL SHOP DRAWINGS FOR LOCATING AND ROUTING ALL DUCTWORK, INSULATION FOR CONDENSATION CONTROL. 5. EXISTING THERMOSTATS FOR UNIT HEATERS, ETC. MAY BE REUSED AT >( �' SHOWN FOR NON SYMMETRICAL CONTR CONTRACTOR DAMPERS, EQUIPMENT, PIPING, ETC. AIRFLOW) COP COEFFICIENT OF PERFORMANCE A. COORDINATE FLOOR AND BEAM PENETRATIONS WITH STRUCTURAL. SHEET METAL NOTES CONTRACTOR'S OPTION. PROVIDE RELOCATION AND WIRING AS REQUIRED CWS CHILLED WATER SUPPLY B. COORDINATE FINAL LOCATION AND ROUTING WITH CEILING, LIGHTS, WALLS, BASED ON SITE SURVEY. <-4--4<-4- CEIUNG RETURN/EXHAUST GRILLE CWR CHILLED WATER RETURN FIRE SPRINKLER PIPING, AND OTHER TRADES WORK. 1. REFERENCE: SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND D DIAMETER C. INCLUDE ADDITIONAL OFFSETS, ELBOWS, ROUTING, EQUIVALENT DUCT SIZING FLEXIBLE, CURRENT EDITION (HVACDCS). 6. CONTRACTOR TO COORDINATE WITH ULTE AND PROVIDE INITIAL I LINEAR DIFFUSER, CEILING OR WALL DB DRY BULB, DECIBEL EXCHANGE, RELOCATING ETC. AS REQUIRED FOR A COMPLETE OPERATING PROGRAMMING OF THERMOSTAT SETPOINTS AND ON/OFF SCHEDULE. p I MOUNTED (FLOW ARROWS SHOWN DEG DEGREE MECHANICAL SYSTEM. 2. CLEARANCE: COORDINATE DUCTWORK WITH MISCELLANEOUS OBSTRUCTIONS IN FOR NON SYMMETRICAL AIRFLOW) DIM DIMENSION D. PROVIDE SHOP DRAWINGS AT NO ADDITIONAL COST TO THE OWNER. CEILING SPACE. 7. IF THERE IS AN EXISTING ENERGY MANAGEMENT SYSTEM (EMS), IT SHALL DN DISCHARGE > WALL SUPPLY GRILLE (SG) D DOWN BE DISCONNECTED AND REMOVED. EA EXHAUST AIR 5. MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF 3. ROUND ELBOWS AND OFFSETS: FULL RADIUS (R/D = 1.5), 5-PIECE EAT ENTERING AIR TEMPERATURE ALL MECHANICAL EQUIPMENT WITHIN THE STRUCTURE. SEGMENTED OR STAMPED. REFER TO SMACNA HVACDCS FIG 2-7, 3-3. DO WALL RETURN/EXHAUST GRILLE NOT USE ANGLED OFFSET (TYPE 1). MITERED OFFSET (TYPE 2) MAY BE USED ---- <4_ WALL ENERGY EFFICIENCY RA110 (RG, EG) EF EXHAUST FAN 6. ACCESS DOORS: COORDINATE WITH ARCHITECT AND LOCATE ALL ACCESS DOORS UP TO 30 DEGREE OFFSET ANGLE. EFF EFFICIENCY ON SHOP DRAWINGS PRIOR TO BEGINNING OF CONSTRUCTION. ACCESS DOORS IN GENERAL EG EXHAUST GRILLE, ENGINE FIRE RATED STRUCTURE SHALL BE FIRE RATED. VERIFY ACCESS DOOR 4. ROUND TEES AND LATERALS: CONICAL TEE PER SMACNA HVACDCS FIG 3-5; ARCHITECTURAL BACKGROUND GENERATOR LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO BIDDING. DO NOT USE STRAIGHT TEE; DO NOT USE CONICAL SADDLE TAP FOR (THIN UNE) ELEC ELECTRIC EXPOSED DUCTWORK IN FINISHED SPACES, 90-DEGREE TEE WITH OVAL TO EQUIV EQUIVALENT 7. RATED PENETRATION: DUCT PENETRATIONS THROUGH RATED ENCLOSURES SHALL ROUND TAP, LATERAL, AND 45-DEGREE RECTANGULAR LEAD-IN PER SMACNA NEW MECHANICAL WORK ESP EXTERNAL STATIC PRESSURE BE FIRE/SMOKE DAMPERED PER THE LATEST EDITION OF THE UNDERWRITERS HVACDCS FIG 3-4. (HEAVY UNE) EXH EXHAUST LABORATORIES(UL) FIRE RESISTANCE WITH HOURLY RATINGS FOR EXT EXTERIOR, EXTERNAL THROUGH-PENETRATION FIRE STOPS SYSTEM VOLUME #2, OR SHALL BE 5. RECTANGULAR ELBOWS AND OFFSETS: FULL RADIUS WHERE SPACE PERMITS, - - - MATCHLINE OR PROPERTY LINE F FAHRENHEIT INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S UL USTINGS (3M R/W = 1.5; OTHERWISE USE SQUARE CORNER ELBOW WITH TURNING VANES. SECTION INDENTIFIGATION FCU FAN COIL UNIT OR EQUIVALENT). DETERMINE REQUIREMENTS WITH GENERAL CONTRACTOR PRIOR 6, RECTANGULAR DIVIDED FLOW FITTINGS: USE GENERALLY, EXCEPT BRANCHES - (DETAIL SIMILAR) Ft-R FLOOR TO BID. FPM FEET PER MINUTE TO TERMINALS; SMACNA HVACDCS FIG 2-5, TYPES 1, 2, 4A, AND 4B. DO INDICATES DIRECTION OF CUTTING FPS FEET PER SECOND 8. EXHAUST OUTLETS: SOURCE-SPECIFIC FANS SHALL BE VENTED TO OUTDOORS NOT USE TYPE 3. AI PLANE FSD FIRE/SMOKE DAMPER WITH A MINIMUM 3' CLEARANCE BETWEEN VENT OUTLETS AND BUILDING A LETTER INDICATES SECTION G GAS OPENINGS, AND 10' MINIMUM BETWEEN VENT OUTLETS AND MECHANICAL AIR 7. TURNING VANES: H.E.P. MANUFACTURER OR APPROVED HIGH EFFICIENCY M-3 M- (NO• INDICATES DETAIL) GAL GALLONS INTAKES. PROFILE AIRFOIL TYPE FOR RECTANGULAR SQUARE THROAT ELBOWS. SHEET # WHERE SECTION IS DRAWN GPM GALLONS PER MINUTE ACOUSTICAL TYPE FOR RETURN AIR MITERED ELBOWS. SHEET # WHERE SECTION IS TAKEN GRD GRILLES, REGISTERS, AND 9. ROOF PENETRATIONS: SEE ARCHITECTURAL DRAWINGS FOR ROOF CAP, ROOF 8. TAKEOFFS TO OPENINGS: CONICAL TYPE WITH VOLUME DAMPER FOR ROUND PIPING DIFFUSERS CURB, ROOF DRAIN, AND VTR DETAILS. GWB GYPSUM WALLBOARD DUCT BRANCHES PER SMACNA HVACDCS FIG 2-6, MINIMUM INLET DIAMETER CD CONDENSATE DRAINAGE HD HEAD 10. EXPOSED PIPING: PROVIDE CHROME PLATING FOR EXPOSED PIPING IN FINISHED 2 INCHES LARGER THAN DUCT SIZE. 45 DEGREE ENTRY FITTING FOR RECTANGULAR DUCT BRANCHES PER SMACNA HVACDCS FIG 2-6. MPG NATURAL GAS - MEDIUM PRESSURE HORIZ HORIZONTAL ROOMS. 'G NATURAL GAS - STANDARD PRESSURE HP HORSEPOWER 9. FLEXIBLE CONNECTIONS: PROVIDE AT EACH DUCT CONNECTION TO FANS, HPU HEAT PUMP UNIT 11. PENETRATIONS: PROVIDE ESCUTCHEON PLATES FOR EXPOSED PIPING PACKAGED HVAC EQUIPMENT, EXTERNALLY ISOLATED AIR HANDLING UNITS, 3 PIPE CAP HRU HEAT RECOVERY UNIT PENETRATIONS AND SHEET METAL FLASHING FOR EXPOSED DUCTWORK FAN COIL UNITS, AND SIMILAR EQUIPMENT. EXCEPTION: EQUIPMENT IN 4 PIPE PLUG HVAC HEATING, VENTILATING, AND AIR PENETRATIONS. CORRIDOR CEIUNG SPACES WHERE FIRE RATING IS REQUIRED. CONDITIONING III UNION HVU HEATING AND VENTILATION UNIT 12. SHAFT AND PLENUM CONNECTIONS: SEAL CONNECTIONS TO AIR SHAFTS HVAC NOTES II FLANGE HWR HIGH WALL RETURN, HOT WATER AIRTIGHT. PROVIDE AIRTIGHT SEAL AROUND PENETRATIONS IN AIR PLENUMS. RETURN 1 ATTACHMENTS: AIR DISTRIBUTION OUTLETS AND LOUVERS SHALL HAVE ALL Dv .GATE VALVE OR BALL VALVE HWS HIGH WALL SUPPLY, HOT WATER 13. LIGHT FIXTURE CLEARANCE: COORDINATE LOCATIONS OF MECHANICAL WORK TO REQUIRED ACCESSORIES AND ATTACHMENTS FOR A COMPLETE CONNECTION 000 BALL VALVE SUPPLY PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND TO THE SPECIFIC TYPE OF STRUCTURE THAT THEY ARE BEING ATTACHED TO, HX HEAT EXCHANGER REPLACEMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, EXTERIOR BRICKS, GWB WALLS, GWB cgv PRESSURE REDUCING VALVE (PRV) ID INDIRECT DRAIN, INSIDE DIAMETER CEILING, ETC. S S BREAK IN PIPING OR DUCTWORK IN INCH 14. CABLE TRAYS: DUCTWORK AND PIPING INSTALLED ADJACENT TO ELECTRICAL KW KILOWATT DUCTWORK L LONG, LENGTH CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF 6" ABOVE AND TO THE SIDE 2. DUCTWORK: DUCTWORK SHALL BE SMOOTH SHEET METAL (CLASS-1). LB POUND OF CABLE TRAYS. DUCTWORK THROUGH FIRE RATED STRUCTURE AND FLOOR SHALL BE MIN. 26 18x12 �, DUCT (1ST FIGURE = SIDE SHOWN, LWR LOW WALL RETURN GA. STEEL. MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 5'-0", UNLESS 2ND FIGURE = SIDE NOT SHOWN) LWS LOW WALL SUPPLY 15. MOTORS: ES UNDER WITH FULL LOAY CODE ENFORCED BY AHJ FOR MINIMUM OTHERWISE NOTEO ON DRAWINGS. DUCTWORK SIZES SHOWN ARE INSIDE CLEAR MBH THOUSAND BTU PER HOUR EFFICIENCIES UNDER FULL LOAD. DIMENSIONS. 5 EXISTING DUCT MECH MECHANICAL 16. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: VERIFY PHYSICAL MCA MINIMUM CIRCUIT AMPACITY DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. 3. SEISMIC: PROVIDE SEISMIC RESTRAINTS FOR MECHANICAL EQUIPMENT, PIPING, UP DOWN MOCP MAXIMUM OVER CURRENT COORDINATE LOCATIONS OF MECHANICAL WORK AND WORK OF OTHER TRADES AND DUCTWORK PER SMACNA AND LOCAL REGULATIONS. Ix es DUCT SECTION, POSITIVE PRESSURE PROTECTION TO PROVIDE ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. MID MOUNTED 4. FILTER CLEARANCE: PROVIDE ADEQUATE CLEARANCE FOR CHANGING AIR UP DOWN SA OUTDOOR AIR A DAMPER COORDINATION REQUIREMENTS, FILTERS. OBD SECTION, NEGATIVE B A OU OSED BLADE 1•■ •1 PRESSURE OD OUTSIDE DIMENSION OR DIAMETER 1. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL 5. DUCTWORK AND PIPING OUTSIDE OF MECHANICAL ROOMS SHALL BE UP DOWN OPNG OPENING STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL CONCEALED, COORDINATE WITH THE GENERAL CONTRACTOR TO FUR-OUT AS P ROUND DUCT SECTION P PUMP PIPES WITH STRUCTURAL AND AT THE SITE PRIOR AND DURING THE REQUIRED. PD PRESSURE DROP, PUMPED DRAIN CONSTRUCTION, UP UP UP POC POINT OF CONNECTION 6. FIRE RATINGS: RATED FLOOR/CEILING JOINT SPACES HAVING DUCTWORK Gill DUCT PENETRATION THRU FLOOR PRV PRESSURE REDUCING VALVE 2. DUCTWORK: LOCATE AND COORDINATE THE EXACT LOCATION OF DUCTWORK WITH INSIDE THEM SHALL BE FIRE/SMOKE PROTECTED TO MAINTAIN THE 1-HOUR [-id m OR ROOF PSIG POUNDS PER SQUARE INCH GAUGE FLOOR CEILING RATING PER LOCAL JURISDICTIONS. EXHAUST DUCTWORK STRUCTURAL PLANS AND WITH THE GENERAL CONTRACTOR PRIOR TO / L FSD FIRE/SMOKE DAMPER (-44 = RA RETURN AIR INSTALLATION OF ANY STRUCTURE OR EQUIPMENT. COORDINATE WITH FRAMING PENETRATING THE 1-HOUR ROOF/CEILING OR FLOOR/CEIUNG ASSEMBLY - i►FSD HORIZ DUCT, --410 = VERT DUCT), RD ROOF DRAIN CONTRACTOR TO ASSURE JOIST SPACES UNE UP WHEN DUCTWORK MUST PASS SHALL HAVE ACCESSIBLE CEILING FIRE DAMPERS. ALTERNATIVELY, THE 2-HR RATED, UON REF REFERENCE THROUGH DIFFERENT JOIST SPACES. EXHAUST DUCTWORK SHALL BE ROUTED INSIDE A RATED SHAFT TO PROTECT RF REUEF FAN THE CEIUNG/ROOF RATING PER THE LOCAL JURISDICTIONS. r VOLUME DAMPER RG RETURN GRILLE 3. ADJUSTMENTS: ALL EQUIPMENT, MOTORS, FANS GAS BURNERS, IGNITION DEVICES, RPM REVOLUTIONS PER MINUTE DRIVES, ETC. SHALL BE ADJUSTED AND BALANCED TO OPERATE AT SPECIFIED 7. FIRESTOP: PIPE, DUCT AND CONDUIT PENETRATIONS THROUGH RATED - - TFp FIRE DAMPER (--44 = HORIZ SA SUPPLY AIR RATINGS AS REQUIRED FOR THIS PROJECT SITE AND ACCOUNTING FOR ELEVATION ASSEMBLIES SHALL BE FIRE AND SMOKE STOPPED PER CODE. FD DUCT, --♦ = VERT DUCT), 2-HR SCH SCHEDULE ABOVE SEA LEVEL. - - RATED, UON SF SUPPLY FAN, SQUARE FOOT 8. VOLUME DAMPERS: PROVIDE AN ACCESSIBLE MANUAL VOLUME DAMPER A SENS SENSIBLE 4. APPROVALS: MECHANICAL AND PLUMBING EQUIPMENT SHALL BE APPROVED FOR EACH SUPPLY, RETURN, OSA AND EXHAUST OPENING, LOCATED AS FAR ""'�"c`°'" "l SIMOIle Li SG SUPPLY GRILLE INSTALLATION IN THE PROJECT LOCATION AND SHALL HAVE ALL CERTIFICATIONS UPSTREAM AS POSSIBLE FROM THE OPENING. PROVIDE A MANUAL VOLUME No. Plavlslona awl titleatonas itiuboleolaos Rteo 90' ELBOW, R/D OR R/W=1.5 SMACNA SHEET METAL AND AIR AND RATINGS TO MEET ALL ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. DAMPER FOR BRANCH MAINS SERVING MORE THAN ONE OPENING. VOLUME--MI CONDITIONING CONTRACTORS CODES AND REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH HIS DAMPERS IN NON-ACCESSIBLE CEIUNG SHALL HAVE A CONTROL ARM T IGARD, OR EGON NATIONAL MANUFACTURE SUPPUERS AND SHALL INCLUDE ALL COSTS REQUIRED TO MEET EXTENDED TO AN ACCESSIBLE LOCATION. PROVIDE "YOUNG" REGULATOR OR ULTIMATE ELECTICS Ili SQUARE CORNER ELBOW WITH ASSOCIATION THESE REQUIREMENTS IN HIS BID. EQUAL. EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES 1003 CASCADE AVENUE -EN TIGARD, OREGON 91223 TURNING VANES SO SCREENED OPENING SP STATIC PRESSURE SHALL BE COORDINATED WITH THE ARCHITECT. I 90' TAKE-OFF OR TEE SS STAINLESS STEEL, SANITARY PIPING NOTES 9. TEST AND BALANCE WORK SHALL BE PERFORMED BY AN INDEPENDENT TEST ciF.: 13 SEWER AND BALANCE AGENCY. PROVIDE 3 COPIES OF TEST AND BALANCE REPORT 4StanteC SQ SQUARE 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT PIPING TO OWNER. ) +---1L-+ i 90' CONICAL TAKE-OFF TG TRANSFER GRILLE CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL VALVES, AND OTHER Stantec Architecture Inc. Ti. 707.765.1660 TYP TYPICAL COMPONENTS TO ALLOW DISASSEMBLY FOR MAINTENANCE. UH UNIT HEATER 1137 N. McDowei SW. Fax.707.765.9908 UON UNLESS OTHERWISE NOTED REFERENCE ONLY Petaluma, CA U.S.A. 94954 wwwstantec com +--A-1, / 45' LATERAL TAKE-OFF V VENT 2. REDUCERS: PROVIDE AS REQUIRED FROM UNE PIPE SIZE TO EQUIPMENT, TRAP, VAV VARIABLE AIR VOLUME COIL, AND CONTROL VALVE CONNECTION SIZES. NOT APPROVED WITI THIS PERMIT :..i TRANSITION OR REDUCER (FOT = VENT VENTILATION, VENTILATOR --I>--- FLAT ON TOP, FOB = FLAT ON VTR VENT THRU ROOF 3. OFFSETS: PROVIDE FOR BRANCH LINES TO EQUIPMENT. Vapor ROBISON BOTTOM) W WASTE, WATT, WIDE 4. DIELECTRIC UNIONS: PROVIDE AT CONNECTIONS OF DISSIMILAR PIPE. EhiC IIEERINC, INC WB WET BULB (TEMPERATURE) 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 cir, --L1-... 90` RECTANGULAR TAKE-OFF WITH 5. REFRIGERANT PIPING: PROVIDE SIZING & INSTALLATION IN STRICT ACCORDANCE PHONE: 206-364-3343 FAX:206-364-3363 TAPER 45' WITH MANUFACTURER'S INSTRUCTIONS. Maille Tide L NSAL mil �i . 6. CONDENSATE DRAIN: PROVIDE A P-TRAP FOR EACH HVAC UNIT CONDENSATE M1.0 LEGEND, GENERAL NOTES NOT!S -MI - 90 DIVERGING RECTANGULAR TEE, PAN WITH PLUG TEES FOR CLEANING. CONDENSATE DRAINS SHALL BE M1.1 SCHEDULES �,. � EITHER RADIUS OR TURNING VANES DISCHARGED TO AN INDIRECT WASTE OR OUTSIDE. ') - 1.40A4SIDIV4 ffiii M2.0 HVAC FLOOR PLAN t# vx i Nk*c.,Q�c �.1!Nay.No. eon i M2.1 ENLARGED PLANS ..,423 � � ill III liill111 !!Ill II 1111111111111111111111110 FLEXIBLE DUCT M2.2 GAS PIPING PLAN ' a+ 0 ROUND DUCT INDICATOR HI.O M3.0 DETAILS & DIAGRAMS ` + `��0 � d 6 Al, 31 gym' • fil COMM'2010,RO IS 1 G.SC. R118 104G F A,.1iN.1,J11.'MIA1E ElECIRONCS\230-437 tUE 11GMd.OR\DIC\M10.DWG 06-08-2010 0919 JUN 0 9 2010 OREGON ENERGY CODE NOTES LIULIM d L J_ 1. PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED TO MINIMIZE INFILTRATION, PER OREGON ENERGY CODE OSA VENTIM TION CA L C ULA TIC KS 0 ER EC IRCQNOCE 1 SECTION 1312.1.1. OUTDOOR AIR DESIGN AND CONSTRUCTION 2. ZONE THERMOSTATS SHALL BE CAPABLE OF BEING SET DOWN TO 55'F AND UP TO 85'F, WITH A DEAD BAND OF AT HVAC UNIT APPLICATION CFM/SQFT CFM/PERSON # OF PEOPLE AREA TOTAL OA CFM REQ. (1) TOTAL OA CFM DEL. 321 Wet 84th Avenue,Suite A p(303)412-2500 LEAST 5'F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS SHUT OFF OR REDUCED RTU-1 RETAIL 0.30 --- --- 4910 1473 1475 Anton,C.0 80260 f.(303)412-2514 TO A MINIMUM. PER OREGON ENERGY CODE 1317.2.1. 3. HVAC SYSTEMS SHALL BE CAPABLE OF AUTOMATIC SETBACK OR SHUTDOWN DURING UNOCCUPIED PERIODS. VESTIBULE 0.05 --- --- 240 12 25 RTU-2 RETAIL 0.30 --- --- 5088 1526 1550 4. EXHAUST DUCTS AND OUTSIDE AIR INTAKES SHALL HAVE BACKDRAFT DAMPERS. RTU-3 RETAIL 0.30 --- --- 5021 1506 1550 5. DUCTWORK SHALL BE INSULATED AS REQUIRED PER SECTIONS 1317.7 AND 1317.8 OF THE OREGON ENERGY CODE. RTU-4 RETAIL 0.30 --- --- 5085 1526 1550 6. MOTORIZED DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 4 CFM PER SQ.FT. AT 1.0" W.G. WHEN TESTED RTU-5 RETAIL 0.30 --- --- 4266 1280 1300 WITH AMCA STANDARD 500-1989. HALLWAY #111 0.05 --- --- 161 8 10 7. OUTDOOR AIR SUPPLY AND EXHAUST SYSTEMS SHALL HAVE DAMPERS THAT AUTOMATICALLY SHUT WHEN SYSTEMS SERVER i 118 0.05 --- --- '125 6 10 OR SPACES SERVED ARE UNOCCUPIED, OR NOT IN USE OR DURING BUILDING WARM-UP, COOLDOWN OR SETBACK PER OREGON ENERGY CODE SECTION 1317.4.3.3.1. BREAKROOM LOUNGE --- 20 4 226 80 80 OFFICE ;104 --- 20 2 107 40 40 SALES OFFICE ,117 --- 20 2 200 40 40 RESTROOMS 75 CFM/WATER CLOSET --WM.- --- 5 WC 375 375 OR URINAL 1 UR 75 75 RTU-6 WAREHOUSE 0.05 ---- --- 6213 311 325 RTU-7 WAREHOUSE 0.05 --- --- 5426 271 300 RTU-8 CAR AUDIO INSTALL BAY 0.50 --- --- 1338 669 700 TOTAL 9,198 8,080 NOTES: (1) OUTDOOR VENTILATION AIR RATE PER 2007 OREGON MECHANICAL SPECIALTY CODE, TABLE 403.3. DIFFUSER SCHED ULE CALLOUT DESCRIPTION AIRFLOW FACE BASIS OF FURNISHED INSTALLED RANGE, CFM SIZE, IN DESIGN (1) BY (2) BY (2) CD-1 CEILING DIFFUSER 0-550 24x24 TITUS TMS GC GC RG-1 RETURN GRILLE 0-750 24x12 TITUS 350ZRL GC GC ROOFTOP H SCHEDULE(ELEC C HEAT) RG-2 RETURN GRILLE 0-1500 24x24 TITUS 350ZRL GC GC EQUIP SERVICE DISCHARGE SUPPLY FAN PROVIDE COOLING HEATING ELECTRICAL BASIS OF DESIGN WEIGHT, FURNISHED INSTALLED EG-1 EXHAUST GRILLE 0-1200 24x12 TITUS 350ZRL GC GC NO. AIRFLOW, ESP, MIN. OSA 100% OSA CAPACITY, SEER/ INPUT, CAP, STAGES AFUE VOLTAGE MCA MOCP LBS. BY (1) BY (1) EG-2 EXHAUST GRILLE 0-2400 24x24 TITUS 350ZRL GC GC CFM IN WG CFM ECONOMIZER? MBH EER MBH MBH EG-3 EXHAUST GRILLE 0-200 8x8 TITUS 350ZRL GC GC RTU-1 RETAIL VERTICAL 7500 0.5 1500 YES 240 11.0 EER 360 288 2 80.0 460V/3P 52.0 60 LENNOX LGA240H4BM1 G (2)(3)(4) 3000 ULTE GC SG-1 SUPPLY GRILLE 0-1300 36x12 TITUS 300RS GC GC RTU-2 RETAIL VERTICAL 7500 0.5 1550 YES 240 11.0 EER 360 288 2 80.0 460V/3P 52.0 60 LENNOX LGA240H 4BM1G (2)(3)(4) 3000 ULTE GC SG-2 SUPPLY GRILLE 0-425 20x6 TITUS 300RS GC GC RTU-3 RETAIL VERTICAL 7500 0.5 1550 YES 240 11.0 EER 360 288 2 80.0 460V/3P 52.0 60 LENNOX LGA240H4BM1 G (2)(3)(4) 3000 ULTE GC NOTES: (1) PROVIDE 0 DEGREES DEFLECTION FOR CEILING MOUNTED GRILLES ONLY UNLESS OTHERWISE NOTED RTU-4 RETAIL VERTICAL 7500 0.5 1550 YES 240 11.0 EER 360 288 2 80.0 460V/3P 52.0 60 LENNOX LGA240H4BM1 G (2)(3)(4) 3000 ULTE GC (2) LL = LANDLORD, ULTE = ULTIMATE ELECTRONICS, GC = GENERAL CONTRACTOR. RTU-5 RETAIL VERTICAL 7500 0.5 1930 YES 240 11.0 EER 360 288 2 80.0 460V/3P 52.0 60 LENNOX LGA240H4BM1 G (2)(3)(4) 3000 ULTE GC RTU-6 WAREHOUSE VERTICAL 2900 0.5 325 YES 93 11.3 EER 180 144 2 80.0 460V/3P 25.0 30 LENNOX LGA090H4BM1 G (2)(3)(4) 1700 ULTE GC RTU-7 WAREHOUSE VERTICAL 1950 0.5 300 YES 62.5 13.0 SEER 78 62.4 1 80.0 460V/3P 16.0 20 LENNOX LGA060H4BS1 G (2)(3)(5) 925 ULTE GC RTU-8 CAR AUDIO INSTALL VERTICAL 1600 0.5 700 NO 51 13.5 SEER 78 62.4 1 _ 80.0 460V/3P 15.0 20 LENNOX LGA048H4BS1 G (2)(5) 900 ULTE GC NOTES: (1) LL = LANDLORD, ULTE = ULTIMATE ELECTRONICS, GC = GENERAL CONTRACTOR. (2) PROVIDE MANUFACTURERS ROOF CURB. (3) UNIT SHALL HAVE FACTORY INSTALLED MODULATING OUTSIDE AIR ECONOMIZER CAPABLE OF SUPPLYING 100% OUTSIDE AIR. (4) UNIT SHALL HAVE FACTORY INSTALLED GRAVITY EXHAUST DAMPERS, ELECTRICAL DISCONNECT SWITCH (NON-FUSED) AND 115V G.F.I. OUTLETS. (5) UNIT SHALL HAVE FACTORY INSTALLED ELECTRICAL DISCONNECT SWITCH (NON-FUSED) AND 115V G.F.I. OUTLET. THERMOSTAT S CHED UL. , , DESCRIPTION FURNISHED INSTALLED BY (1) BY (1) HONEYWELL TB7220U 2 GC GC NOTES: (1) U = LANDLORD, ULTE = ULTIMATE ELECTRONICS, GC = GENERAL CONTRACTOR. (2) THERMOSTAT SHALL BE 7-DAY PROGRAMMABLE AND COMPATIBLE WITH REMOTE TEMPERATURE SENSORS. FAN SCHEDULE EQUIP SERVICE AIRFLOW, EXT SP, MOTOR ELECTRICAL BASIS OF DESIGN (NOTES) FURNISHED INSTALLED - - NO. CFM IN WG HP BY (1) BY (1) - - EF-1 RESTROOMS 525 0.50 FHP 115V/1P GREENHECK G-095-D (2)(4)(5)(6) GC GC Plan Chadic *.mac MAIM EF-2 SERVER ROOM 700 0.10 FHP 115V 1 P GREENHECK G-090-0 3) 4 5 6 GC GC NO` Plavislans and ISINtanee moons Pato EF-3 BREAKROOM/LOUNGE 400 0.10 FHP 115V/1P GREENHECK G-080-D (4)(5)(6)(8) GC GC TIGARD, OREGON EF-4 CAR AUDIO INSTALL BAY 2,000 0.50 1/2 115V/1P GREENHECK G-131-A (4)(5)(6)(7) GC GC 1003 CA Ei.Ec?RC�II UE PLENUM DI??USE1 SCHEDULE _ 1003 CASCADE AvENUE NOTES: 1. LL = LANDLORD, ULTE = ULTIMATE ELECTRONICS, GC = GENERAL CONTRACTOR. TIG�.41�, '31223 CALLOUT DESCRIPTION AIRFLOW MODEL FURNISHED INSTALLED 2. FAN SHALL RUN CONTINUOUSLY. RANGE, CFM BY (1) BY (1) 3. PROVIDE THERMOSTAT. FAN IS OPERATED ON RISE IN SPACE TEMPERATURE, T-STAT SET AT 78 DEG. F. 4StanteC PD-1 CONCENTRIC DIFFUSER --- PER MANUFACTURER'S GC GC 4. PROVIDE BACKDRAFT DAMPER. Stantec Architecture Inc. Tel. 707.765.1660 CURBS PLUS INC OR EQUIVALENT RECOMMENDATIONS 5. PROVIDE MANUFACTURERS ROOF CURB. 1137 N. McDowell Blvd. Fox.707.765.9908 Petaluma, CA U.S.A. 94954 WWw.stantec c om BY MICRO-METE, LENNOX. _FOR CFM. _ 6. PROVIDE OPTIONAL SPEED CONTROLLER. REFERENCE ONLY l7j1 NOTES: (1) LL = LANDLORD, ULTE = ULTIMATE ELECTRONICS, GC = GENERAL CONTRACTOR. 7. FAN IS INTERLOCKED WITH TIMER SWITCH. WHEN SWITCH IS ACTIVATED FAN SHALL RUN. NOT APPROVED WITH THIS PERMIT 8. FAN SHALL BE INTERLOCKED WITH UGHT SWITCH. ENGINEERING, INC 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 PHONE:206-364-3343 FAX:206-364-3363 twoota scei-lec,uLiEs ..el Pram Ptoj oe Na oFs 21644 �ti 'k %Q is t*stars Na Ocala I -,4230 4500 woe Na - . c•'4 MI.I A7 % 317 a I . kl M \� t D.br 06-08-10 COPYRIGHT 2014 ROBISON ENGINEERING,MC. RFIDANG F:VAFt\JJL1MA1E o,Ec1Rres\230-437 UM nGARa.OR\ WG\41.1Y6 06-00-2010 09:19 JUN 0 9 2010 - A c,L5) C ) 1::) CE ) F i: G ) \,_,, , L --j -II m ,i7_, ,,,, ,_,„ 1 (i) TIN I OF101 I u , , /...„) • \\ , DESIGN 4 NE.:i,C.OA 12N5 TVIRrLi(C3TRI":1 07-N2 ° 321 West 84th Avenue 30 4I2-2ØØ //zi / \ \ / \ \ ‘‘, ,, Thornton,CO 80260 4'.(303)412-2514 1 1 1 / \ , \ , n r 1 .- • .. I n -512FORINKLER GM OFFICE 104 3 C 0 0 V \ \ \ N\ \ . 1.3 \ KEY NOTES 1.0 I \ 7 ---1- - - • MI E11111 :NM' ' 4 • ..........0 morms Noi■ 111 Ii■ wommi imilmill 1.3 . .............i.W II No -I . MIIIIIMII1_,-. 1_ _ m _ ........0 n 0 th, ___.... 0 - 1111111111111 11111 • _____T_F= 1 1.0 PROVIDE 7-DAY PROGRAMMABLE • THERMOSTATS AND ACCOCIATED WIRING Wil Mb. ei 0 0 .80 0 0 0 ' C .VII 1771111111111MENEELE=7"11- 11--- - •111=-1=-7=71 MEM MI 111411111111."711111 MEM \ FOR ROOFTOP HVAC UNITS. PROVIDE ZROEMNEOSTEATES i I Italillinta,mitimin _ 0 ,...,, immi immi g mit _____ I ill -:.'s, 11 I ENLARGED PLAN I I I - I I :„ iNril cD-1 ' 200 • IIIIIIP!110 -Mi. 1.....3‘!%,wmgramill u Nui €1•11111 111M11111CM111 1 - 0 III ovimmicum.....mm - ,i, 0 0 I I , Lilj N MINPOICSEA MICROPROCESSOR-BASED WITH BATTERY NTESDO.RSSELEOCDAETETADILSIN1 se 2 ON DRAWING M3.0. THERMOSTATS TO BE , r -- "-----------iIIIIIIIIIIIIIIIIIIIIIIIIIIii" -mmiiifkimiamir.q ummilipm II inamme IN u smionski mil amp mEtt.T.jm!,7,Ett-,9,1 LT Er]Er.2...!OA 7,p_tElj ra sit imperli iii aij,K, imilillimillilimill. ..-111w11011emil ' ' ---- WIIIIIIIII I 001111111 I I.4.`. 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RFLOANG FAJOILVILIMAN ELECTRONICS\230-437 UM TIGARD,ORUYinVown 06-08-2010 09:19 JUN 0 9 2O1 RI— L _J "---g L _J .11 A 0 CLLC C 4IRCINI Cgg DESIGN AND CON5TRUCTION 321 West 84th Avenue,Suite A p(303)412-2500 Thornton,CO 80260 f.(303)412-2514 KEY NOTES 1.0 1.0 REFER TO DRAWING M2.0 FOR CONTINUATION. 1.1 10x10 DUCT UP TO EXHAUST FAN (EF-1) ON ROOF. 1.2 TRANSFER DUCT. 1.3 12x12 DUCT UP TO EXHAUST FAN (EF-2) ON ROOF. 1.4 10x10 DUCT UP TO EXHAUST FAN (EF-3) ON ROOF. - [—.1—// iL-- 1.0, 5_ 1.2 1 ,Tte , WI 3,4 r �. RG-�1 �`. .' iI'j;1, vb. -:;t: Pbg:•l 120 11,l11",\\\\\\ - — _ — R� —1 ,-'1 ____ P' ''' ___ tic'►' 200 �• , c 18x16 18x16 14 80 ' \� \ _ 1 (:::9 I�! li �r�, i� -�i'4"_iii__` ( \ EG-1 (' _ �/ i co i EG-2 --1 \\I —_ 4 ,........... 4 Li 1::;) 0 ( 225 / :, ' sGpo - f �`_- - -� to MIR N, I _ 1. _ %/ �,��, •' ^,� II , I ./ ,,, IF/ 19. 1 ApA * / \ �, 4. r� `♦ N rin \ '.,4 1 \--il \ . L LiJ EF-21 _, 19.a I ___ ,v 80 1 e -- \ / III _ .\ j I _N.\ / „.. 1 1 1 1 1 1 1 ' H 11 60 80 ; ' i ' 55. 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' I► -- , — LEGEND 10o ;;� 1;; ; , i ,, RG-1 0 = THERMOSTAT Er I 1.2 \ -_ 1 � _ kt 225 \ l \• - -_, , , i \ iiii„ A . 20 -,- - - - - - -,, A _ . , ;i:i ■1� ' ..W.' l C.-- y ♦ ( • if f 1'�) ``♦ r''r I M 'S Plan C'rrwdc llr�iooniai 611111 110 is t`til i0� l Vil C O 5 , ... ililiiiiiri RG-1 \ _�____,l.�-- \ No. Ilrv1Nc�na and Mt1sst Jli*�------1- - 8� RG-1 s / ,� c Pate \ ' \ i TI4 , OCON I / 0 '�.2 I 1. `� 1003 CASCADE AVENUE ==�_ L L___ _ _I TIGARD, OREGON 91223 ,. r r — —_ — 11 1 I 1 ' 0 Stantec .11-1 [i , , , Stantec Architecture Inc. T+N. 707.765.1660 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 WWW.3tatiteC.c om Art 01 RoBisoN ” ENGINEERING, INC REFERENCE ONLY . 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 NOT APPROVED WITH THIS PERMIT PHONE:206-364-3343 FAX:206-364-3363 maweinueENLAReEl, FLANS - ENLARGED PLAN 2 ENLARGED PLAN �" } DP�s ° ` - ' '°' 6 M 2.1 = — M 2.1 \�� -- `�-0,p/c4, NA .Ha Rant. . g SCALE: 3/8" = 1 -0 SCALE: 3/8" = 1 0 `� 42: 4500 wawa is A. . c• M2.I 6 pats 06-06-10 I COPYRIGHT 2010.RONSON ENNEERING,arc. JUN 0 9 Marc F���>E a�FJr.�aNCS�o�-437 u.�nc�o.oR��.r�wc 06-08-2010 0e:19 cri .) c ) ( C:) ( I. ) (\ ) ii\ C:3 Ill L1 NI A I- 1 Lil / e------ , ,,, -\\,„{---7 rckq 7-/----------- ---1 „, \\\,. ____I / I U l 1/7 / / 2 \ I LI ...._. , ..., 0 ELECIMONIICO c . \ DESIGN AND CONSTRUCTION rl n r A / _I___ \ \ \ - 321 West 84th Avenue,Suite A p(303)412-2500 / / \ Thornton,CO 80260 f.(303)412-2514 1 1.1 - . I 4 .- . .. 4"-\ ... .. , I KEY NOTES 1.0 `\\\\\. \\ ).w u ° wi■ III ....... ....... ....... i j c L-' I 1.2 1-..4 fG NIN ---■\ ...... . , n \ / ---1 , . ____I --1.-, . 0 . _,,,,_._,.__ _._...u , \\ ,,,,\ ( 1 ) " 1.0 NEW GAS PIPING TO BE ROUTED ON ROOF. GAS PIPING SIZED PER THE <[ \\\\,,, I , \\\ OERGON PLUMBING SPECIALTY CODE 2008 EDITION, TABLES 12-8 & 12-9. '111P*%k--1 1.0 I r---- \ 7 ---1 MOST REMOTE REGULATOR IS 300 FEET FROM METER. LENGTH FROM REGULATOR s..--+...■,, LP--'U---' // PROVIDE TO APPUANCE IS USTED ON DRAWING. PROVIDE PIPE SUPPORTS PER DETAIL 9 ii B I 03 k 2 ON DRAWING M3.0. NEW GAS PIPING SHALL I -- (i) 1.4 1" BE SCHEDULE 40, BLACK STEEL 2' (--- E 360 MBH CONFORMING TO ASTM A120 AND NFPA 54. FITTINGS 2" AND SMALLER SHALL BE 7 __ _L___ _ MPG \-1 1.0 I Y4" 360 MBH MPG tr. . 4 0 1.3 THREADED BLACK MALLEABLE IRON. FITTINGS LARGER THAN 2" SHALL BE WELDED AND SHALL BE SUITED FOR THE 41111 . r 1 , , . , 1' T il,6 (7D \\ ...-1 PURPOSE INTENDED; BEVELED ENDS, SAME THICKNESS AND PIPE AND CONFORM TO ASTM A234. IRTU-61\...„ RTU-1 NNA, 7\1 1.1 EXISTING GAS METER AND REGULATOR TO REMAIN. DELIVERY PRESSURE = 2 PSI. ("" I 4101 • 1,,,,,-. _ . ,... -- q1 1.2 CONNECT NEW GAS PIPING TO EXISTING GAS PIPING IN VERTICAL LOCATED AT GAS METER. L---.Li....„.0„,,,-.1-G 01\...rrn MPG hu MPG ! . , E 1.3 CONNECT GAS PIPING TO HVAC EQUIPMENT. rsISLTEAgETFFir5RTAATOR TO APPLIANCE I 1.3 180 MBH 0 _ v./ 180 MBH \-L1.0 6,, 'N■444 ,,,_ .1._ (----- 3 ) \„..._." __ 1.4 PROVIDE GAS PRESSURE REGULATOR , RATED FOR INDICATED LOAD. 1 \-\\14116, 71 't TE , os, 1 q _____. E 1 , D 4 1------- , I D , ,7 1 - , -[ D I I I 1 5 I to .. (-----) 1.4 1.4 1.0 - ..,._.) C 1.4 I 1.4 .. , 1.0 hu VAld )4,0 114" 1" )/4" _ 78 MBH MEG 438 MBH 798 MBH MPG 798 MBH MPG 438 MBH t-PG ' LEGEND 1" '1: „ I 1" : 1" 1: I 1" - 360 MBH I 0140, 3.0 MB 360 MBH )/4" 0 360 MBH 360 MBH Y4" (5 360 MBH 360 MBH- 3/4" I 360 MBH i (E)G = EXISTING GAS PIPE BM 311 a..° L MPG = NEW GAS PIPE - MEDIUM G STANDARD .... PRESSURE iSs SsGUuARRSEE p I ID E -mm m 4%%%i. 1.3 I HUI 1.3 1.3 11111111 RTU-7 =I 03 • k 2 03 RTU-2 - G - \R'TU-51 RTU-4 RTU-3 N 1.3 .. - _ - -, 1 --I . A - - C-9.-)---- - hi' M Pa Solt 180 MBH EI - . - - c - [Fs-- - ,,----- t' (2 ) No. ln Chock dotat Ploviolowo and telootonso Aluboloolom AMMO Pat* 1 , TIGARD OREGON K 7 ULTIMATE LECTRONICS , 1003 CASCADE AVENUE = 0 - TIGARD, OIRECsON 91223 a. 1 m =I 0 RTU-8 E _ , Stantec N. )rcs-G Stantec Architecture inc. Tel. 707.765.1660 1 i 1.3 1137 N. McDowell Blvd. Fax.707.765.9908 1 300' FROM) Petaluma, CA U.S.A. 94954 wcstatee.com , en METER 78 MBH 0(1;111 ROBISON 11110 _, I I i____I _ I I ,- ••••=. Emma IN . vionl.., um= a a 0 0 0 077---cp)„...._1' , 1111.1.1 ENGINEERING, INC _ I I ti- 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 I PHONE:206-364-3343 FAX:206-364-3363 REFERENCE ONLY . Thili eAS 1°I PI Ne 4 EEED le ID i ) E , F r c-,)0 NOT APPROVED WITH THIS PERMIT PLAN Gool 1:), DIM . nojed No. \ 1 ---- 200164004 GAS PIPING PLAN Al ;;D i 15,423 ' CV. 0\\c "REG /ION„ isaissid 09 , 45100 "tio. SCALE: 3/32" = l'-0" M2.2 7 a wc- telex Deo 06-08-10 V COPIRIGHT 2010.ROBISON DONEERING,U4 FAJIHIAJLIMATE BEC1RONICS\230-437 UM TIGARD.OR\OVet\III22.DWG 06-06-2010 0918 JUN 0 9 r3 It J— L J I / 1 a 1 RED PHENOLIC LABEL WITH ENGRAVED I 1/4" LETTERS "RTU-k" (TYP) 120V-1 o CIRCUIT BREAKER }E„ _ _ I SUPPORT FROM �� O C LPL C TROMOCg STRUCTURE (TYP) WALL MOUNTED REMOTE ALARM BREAKER i SWITCH III ROOFTOP UNIT INDICATOR AND TEST/REST BUTTON I DESIGN AND CONSTRUCTION FOR EACH DUCT SMOKE DETECTQR 1" ACOUSTICAL 321 West 84th Avenue,Suite A p(303)412-2500 -4- DUCT LINING OR \-4- 1 i '1i LINE VOLT E Thornton,CO 80260 f.(303)411.25'14 1'" FIBERGLASS 0 0 0 0 I I I WIRING & CONDUIT O DUCT BOARD O a O O tom— ROOFTOP —WORK BY DUCT SMOKE FIRE ALARM HVAC (EXISTING) ROOF CURB I I I I 1 I I I CONTRACTOR DETECTOR NIT F ROOF 111 1111—1111111---=1 O O O a a O a a r�==..=J I�____. 1 111 0 =VI 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I l l l r �[[ N.O. 7�♦41∎Nli irdl ••�_�►��� ."i. 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ACTUAL QTY IN PROJECT WIRING & CONDUIT BY ELECT. CONTR. • < i > /0 RETURN GRILLE SOUND ELBOW DETAIL NOT TO SCALE 3 HVAC THERMOSTAT LAYOUT NOT TO SCALE 2 SCHEMATIC CONTROL DIAGRAM NOT TO SCALE 1 TYP ALL FOUR SIDES--V 4-WAY LOUVER PLENUM ASSEMBLY CURBS PLUS, INC. MODEL AS SCHEDULED. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS _- _ , , - �, _ ;, �, _ - „ _ , , ,, _ - „ ,, , - - - �w, w.a w�.w�:�w�w .w• •w.�w Mal10i. .�,w•�w..AIN1�i•.w�w�•w..w.Mi lo SENSOR CABLE \. TO THERMOSTAT EXHAUST FAN SUPPLY AIR /RETURN AIR DUCTWORK NOT TO SCALE 4 HOUSING EXHAUST -- BIRDSCREEN DUCT _ (--- ROOF CURB BY FAN SDFDSAF W"EMT BACKDRAFT ., - - MANUFACTURER STORE '11"r` DAMPER , I CANT STRIP GRAPHIC & FLASHING ___ BANNER ROOF IT REF ARCH. d ii I H I I 45 1 -- SINGLE-GANG BOX --- w' WIRE — 24" 12” MESH 2 REMOTE TEMP LEVEL CURB SUPPORT -•s ► SENSOR REF STRUCT. FLOOR �► DUCTWORK AS . NOTED ON PLANS 6" ROOF EXHAUST FAN DETAIL NOT TO SCALE 7 EXHAUST DUCT INTAKE DETAIL NOT TO SCALE 6 PENDANT MOUNTED TEMP SENSOR NOT TO SCALE 5 TYPICAL'DIE: UNIT GLUE PIPING SUPPORT TO ROOFING MATERIAL PAD. DO NOT GLUE PAD _ TO ROOF. STEEL STRAP (1) PIPE NEOPRENE GASKET A SIZE LARGER THAN PIPE �`�` � NAILER No, I�e.�r.rar end F�11.r r.lr�iv to Pats ,09 11�1�111 ROOFING TIC4 ,RD OREGON PREFAB CURB BY UNIT MANUFACTURER �' FOR FLASHING AND 1 ULTIMATE ADS AVENUE RIGID INSULATION ` COUNTER FLASHING 1 A �-i223 GAS PIPE NON COMBUSTIBLE r SEE ARCH. DRAWING 7 RD, OREGON ROOFING MATERIAL CANT STRIP `�`! / Roo __ ....�mi111 inisIIi11111111111Ii111i1 im ri Slbantec DURA-BLOK OR "' "' T. Stantec Architecture Inc. T . 707.765.1660 PIPE-PIER 1137 N. McDowell Blvd. fax.707.765.9908 m Petaluma, CA U.S.A. 94954 www.stantec.c om ANCHOR CURB TO THE to ANCHOR R O O F S T R U C T U R E WITH 1" DIA rAkvi WEDGE ANCHORS 0 24" O.C. ROBISON .�-- AND 4" FROM CORNER .. REFERENCE ONLY 10 NOT APPROVED WITH THIS PERMIT ENGINEERING, il`IC 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 PHONE: 206-364-3343 FAX:206-364-3363 Ism. 17ETA 11.S 4 1,IASAMS �I > - N o. V 2001649004 NOT TO SCALE NOT TO SCALE i�� '�`� 1 N �,*s, ULU Sloe No. s PIPE SUPPORT BLOCK DETAIL 9 ROOFTOP AIR HANDLER MOUNTING DETAIL 8 _ 4500 0.4 w+ . c.., I I'4 .O d 6 •y c I ��m • ..' ,7-,::.'\* 1 Pale 06•080-10 COMMIT RROING F L..at 1 ��(LiE nGARO.011\04114130.01110 06-00-2 010 0 Ws JUN 0 O °r L J W A L J HI CALCULATIONS LEGEND PLUMBING SPECIFICATIONS EQUIPMENT - - - rj1 Robison Engineering, Inc. Project Name: Ultimate Electronics EF-1 TYPICAL EQUIPMENT DESIGNATION ACU AIR CONDITIONING UNIT 1. PROVIDE ALL PLUMBING ITEMS INDICATED ON THE DRAWINGS, DESCRIBED HEREIN OR OTHERWISE REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, INCLUDING: 0 [(L(EC`P[RQ�]�CO 20300 19th Ave NE Project Number: 230-437 -� �- (EXHAUST FAN SHOWN) AFF ABOVE FINISHED FLOOR A. PLUMBING FIXTURES, FITTINGS A D EQUIPMENT. ������ ��� CONSTRUCTION Shoreline, WA 98155 Edited B . JMN AHJ AUTHORITY HAVING JURISDICTION B. HOT AND COLD WATER SYSTEMS. ' Y AHU AIR HANDLING UNIT C. DRAIN WASTE AND VENT PIPING SYSTEMS. Edit Date: 3/13/10 T ROOM THERMOSTAT OR 321 Went 84th Avenue,Suite A p(303)412.2500 TEMPERATURE TRANSMITTER BDD BACKDRAFT DAMPER D. INDIRECT WASTE PIPING, INCLUDING ALL VALVES, TRAPS, PIPING AND ACCESSORIES. SIZE PER EQUIPMENT REQUIREMENTS. Thornton,Co 80260 f.(303)412-2514 SIZING IS PER 2008 OREGON PLUMBING SPECIALTY CODE (2006 UPC) BHP BRAKE HORSEPOWER BTUH BRITISH THERMAL UNIT PER HOUR 2. COMPLY WITH ALL APPLICABLE CODES, STANDARDS AND ORDINANCES, INCLUDING REQUIREMENTS OF THE INTERNATIONAL PLUMBING CODE (IPC), LATEST ADOPTED WATER SUPPLY PIPE SIZING CALCULATION FORM IDSDI DUCT SMOKE DETECTOR C COMMON EDITION. AVAILABLE PRESSURE IS > 80 PSI. 2 CAP CAPACITY SUPPLY WATER PRESSURE AFTER PRV: 75 PSI STATIC PRESSURE GENERAL CC COOUNG COIL 3. THE LOCATIONS, SIZES, CAPACITIES AND TYPES OF ALL PIPING, EQUIPMENT AND APPURTENANCES SHOWN ON THE PLANS AS EXISTING ARE APPROXIMATE AND MAY CFM CUBIC FEET PER MINUTE NOT HAVE BEEN INDEPENDENTLY VERIFIED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS, SIZES, CAPACITIES AND TYPES OF EXISTING PIPING, WATER SOFTENER LOSS: 0 PSI ARCHITECTURAL BACKGROUND CLG CEIUNG, COOLING EQUIPMENT AND APPURTENANCES. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALLOWANCES FOR MINOR MODIFICATIONS TO PIPE ROUTING NECESSITATED BY ACTUAL TYPICALLY 5-20 PSI, IF NO SOFTENER ENTER "0". (THIN LINE) CO CLEANOUT FIELD CONDITIONS. STATIC UFT: 18 FEET = 7.8 PSI COMB COMBUSTION NEW MECHANICAL WORK CONT CONTINUE, CONTROL 4. THE SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. REQUIRED MINIMUM PRESSURE AT (HEAVY UNE) CONTR CONTRACTOR CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND/OR LABOR DUE TO DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED UNLESS THESE FURTHEST PLUMBING FIXTURE: 25 PSI COP COEFFICIENT OF PERFORMANCE DIFFICULTIES COULD NOT HAVE BEEN FORESEEN, EVEN THOUGH PROPER EXAMINATION HAD BEEN MADE. --- - - MATCHUNE OR PROPERTY LINE CWS CHILLED WATER SUPPLY PRESSURE AVAILABLE TO WITH SECTION INDENTIFICAl1ON CWR CHILLED WATER RETURN 5. COORDINATE ALL TRADES AND VERIFY ALL EQUIPMENT ROUGH-IN ITEMS AND LOCATIONS WITH THE EQUIPMENT SUPPLIER OR CONTRACTOR. ALL RE-WORK AND OFFSET FRICTION LOSSES: 42.2 PSI D DIAMETER CORRECTIONS REQUIRED DUE TO LACK OF COORDINATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY, AND DONE AT NO COST TO THE OWNER. VERIFY AND (DETAIL SIMILAR) DB DRY BULB, DECIBEL PIPING SYSTEM LENGTH FROM INDICATES DIRECTION OF CUTTING DEG DEGREE COORDINATE SIZE AND LOCATION OF WATER METER, INCOMING WATER LINE & SEWER CONNECTION. SERVICE TO FURTHEST FIXTURE: 250 FEET PLANE DIM DIMENSION FITTING ALLOWANCE: 125 FEET Alli A LETTER INDICATES SECTION DISCH DISCHARGE 6. SUBMIT SIX COPIES OF SHOP DRAWINGS AND MATERIAL DATA SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE INSTALLATION. NO SUBSTITUTIONS SHALL BE MAXIMUM FRICTION LOSS FACTOR: 11.3 PSI/100 FT M-3 M-3� (NO. INDICATES DETAIL) DN DOWN ALLOWED WITHOUT PRIOR APPROVAL BY THE ENGINEER. SHEET # WHERE SECTION IS DRAWN EAT ENTERING AIR TEMPERATURE SELECTED FRICTION LOSS FACTOR: 11.0 PSI/100 FT SHEET # WHERE SECTION IS TAKEN EER ENERGY EFFICIENCY RATIO 7. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURES, FIXTURE MOUNTING HEIGHTS AND FLOOR DRAIN LOCATIONS. MAX CW VELOCITY 8 FPS. MAX HW VELOCITY 5 FPS. PIPING EF CD CONDENSATE DRAINAGE EXHAUST FAN EFF EFFICIENCY 8. COMPLY WITH ALL HANDICAPPED REQUIREMENTS PER LOCAL ENERGY CODE AND WITH FEDERAL ACCESSIBILITY REQUIREMENTS (ADA). SUPPLY PIPE SIZING SCHEDULE Copper Type: I Type L EG EXHAUST GRILLE, ENGINE FLUSH TANK CW HOT WATER FLUSH VALVE CW G NATURAL GAS GENERATOR 9. ALL PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION REQUIREMENTS OF LOCAL ENERGY CODE. PIPE SIZE FLOW, VEL. FIXTURE FLOW, VEL. FIXTURE FLOW, VEL. FIXTURE ELEC ELECTRIC A. PROVIDE 0.5 GPM RESTRICTOR IN ALL LAVATORY FAUCETS. RESTRICTOR TO BE "OMNI" BY CHRONOMITE. GPM FPS UNITS GPM FPS UNITS GPM FPS UNITS WASTE (W) EQUIV EQUIVALENT B. ALL FAUCETS TO BE 2.2 GPM MAXIMUM. 1/2* 3.8 5.3 4.0 3.0 4.6 3.5 --- --- --- PW PUMPED WASTE (PW) ESP EXTERNAL STATIC PRESSURE C. PROVIDE ULTRA LOW FLUSH TOILETS (1.6 GPF). 3/4" 9.5 6.6 12.0 7.0 4.9 8.5 --- --- --- RL RAIN LEADER (RL) EXT EXTERIOR, EXTERNAL 1" 20.0 8.0 30.0 12.2 5.0 16.0 --- --- --- F FAHRENHEIT 10. ALL PIPING SHALL BE CONCEALED UNLESS SPECIFICALLY INDICATED OTHERWISE. 1-1/4" 30.0 8.0 50.0 18.5 5.0 27.0 30.0 8.0 13.0 OL OVERFLOW RAIN LEADER (OL) FCU FAN COIL UNIT 1-1/4" 43.0 8.0 10.0 26.0 5.0 43.0 42.5 8.0 13.0 VENT (V) FLR FLOOR 11. REFER TO ARCHITECTURAL PLANS FOR THE PLUMBING DEMOLITION WORK. CAP ALL UNUSED PIPING. FPM FEET PER MINUTE 2" 75.0 8.0 230.0 45.0 5.0 112.0 74.0 8.0 125.0 _ COLD WATER (CW) FPS FEET PER SECOND 12. SANITARY, WASTE AND VENTS SHALL BE CAST IRON. 2-1/2" 116.0 8.0 440.0 72.0 5.0 215.0 116.0 8.0 340.0 G GAS 3" 160.0 8.0 750.0 100.0 5.0 350.0 160.0 8.0 680.0 -- HOT WATER, POTABLE, 1207 GAL GALLONS 13. HOT AND COLD WATER AND INDIRECT WASTE PIPING: HARD-DRAWN COPPER TUBE, TYPE "L", PER ASTM B88-88A, MADE UP WITH WROUGHT OR FORGED COPPER 4" 280.0 8.0 1600.0 175.0 5.0 800.0 280.0 8.0 1600.0 -- 140E HOT WATER, POTABLE, GPM GALLONS PER MINUTE SWEAT FITTINGS. UNDER SLABS: TYPE "K" SOFT TEMPER COPPER TUBE WITHOUT JOINTS. SOLDER: LEAD-FREE, CANFIELD "100% WATERSAFE". COMPRESSED 6" 650.0 8.0 5250.0 400.0 5.0 2750.0 650.0 8.0 5250.0 TEMPERATURE OTHER THAN 120'F GWB GYPSUM WALLBOARD AIR AND COLD WATER UNDERGROUND: TYPE "K" COPPER TUBE. --- HOT WATER CIRCULATING (HWC), HD HEAD POTABLE, 120'F HORIZ HORIZONTAL 14. THE PLUMBING CONTRACTOR SHALL VERIFY ALL LOCAL BACKFLOW PREVENTION REQUIREMENTS. ALL EQUIPMENT REQUIRED TO HAVE A BACKFLOW PREVENTION DEVICE HOT WATER CIRCULATING (HWC), HP HORSEPOWER WHICH IS NOT PROVIDED BY MANUFACTURER, SHALL BE PROVIDED BY PLUMBING CONTRACTOR. G.C. SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO BACKFLOW PLUMBING LOAD TABULATIONS --- 140E POTABLE, TEMP OTHER THAN 1207 HPU HEAT PUMP UNIT PREVENTER(S) TESTING IF REQUIRED BY LOCAL AUTHORITIES. HRU HEAT RECOVERY UNIT WASTE PIPE FIXTURE UNIT LOAD CALC: (OW EXISTING WASTE HVAC HEATING, VENTILATING, AND AIR 15. ALL VENT UNES SHALL SLOPE AWAY FROM CONNECTIONS TO STACK AND TOWARD THE FIXTURE IN ORDER TO PREVENT ENTRAPMENT OF FLUIDS IN THE VENT UNE. PER 2008 OREGON PLUMBING SPECIALTY CODE, TABLE 7-3. (E)CW EXISTING COLD WATER CONDITIONING HVU HEATING AND VENTILATION UNIT 16. ALL DRAINAGE UNES SHALL BE SLOPED AT A MINIMUM OF 1/4 INCH PER UNEAL FOOT UNLESS OTHERWISE SHOWN OR NOT ALLOWED DUE TO FIELD CONDITIONS. FIXTURE Q QF! EA) TOTAL IRR IRRIGATION PIPING HWR HOT WATER RETURN HWS HOT WATER SUPPLY ° WATER CLOSET (FLUSH VALVE)5 4.0 20.0 F/SP FIRE/SPRINKLER PIPE HX HEAT EXCHANGER 17. NO ELECTRICAL EQUIPMENT SHALL BE INSTALLED WITHIN 18 INCHES OF ANY BACK FLOW DEVICE. LAVATORY 4 2.0 8.0 PIPE CAP ID INDIRECT DRAIN, INSIDE DIAMETER MOP SINK 1 3.0 3.0 IN INCH 18. VALVES: USE PIPE SIZE VALVES, AS SHOWN BELOW: URINAL 1 2.0 2.0 -------I UNION BALL: JOMAR T-100. FLOOR DRAIN 3 8.0 24.0 KW KILOWATT DRINKING FOUNTAIN 1 1.0 1.0 I FLANGE L LONG, LENGTH 19. FIXTURE TAILPIECES AND TRAPS FOR LAVATORIES AND SINKS SHALL BE BRASS TUBING, SEMI-CAST, OR CAST IRON. ALL BRASS TUBING SHALL BE 17 GAGE, I>v GATE VALVE OR BALL VALVE LB POUND CHROME PLATED. MBH THOUSAND BTU PER HOUR TOTAL: 58.0 DFU axa BALL VALVE MECH MECHANICAL WATER SUPPLY FIXTURE UNIT LOAD CALC: Al PRESSURE REDUCING VALVE (PRV) MCA MINIMUM CIRCUIT AAPACITY 20. ALL PIPE HANGERS, CLAMPS AND CHANNELS SHALL BE ADEQUATELY SIZED TO CARRY PIPE LOADS AND PREVENT SAGGING. PER 2008 OREGON PLUMBING SPECIALTY CODE, TABLE 6-5. S S BREAK IN PIPING OR DUCTWORK MOCP MAXIMUM OVER CURRENT PROTECTION 21. ALL WATER LINES SHALL RUN CONCEALED ABOVE CEILING AND/OR WALLS UNLESS OTHERWISE NOTED. INSTALL ON BUILDING SIDE OF INSULATION. WSFU(EA) TOTAL 1"■..1 CHECK VALVE MTD MOUNTED 22. INSULATE ALL DOMESTIC WATER PIPING WITH OWENS CORNING TYPE ASJ/SSL-II HEAVY DENSITY FIBER GLASS WITH ALL SERVICE JACKET, 1/2" FOR RUNOUTS UP WATER CLOSET (FLUSH VALVE)5 NOTE 1 115.0 OSA OUTDOOR AIR C ) I>KI BALANCING OR PLUG VALVE OBD OPPOSED BLADE DAMPER TO 12', 1" FOR OTHER PIPING 2" OR LESS IN DIAMETER. INSULATION SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO LAVATORY 4 1.0 4.0 00 OUTSIDE DIMENSION OR DIAMETER EXCEED 50 WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD 42-1. MOP SINK 1 3.0 3.0 i '1 BALANCING/MEASUING VALVE URINAL 1 NOTE 1 20.0 i INDIRECT DRAIN, PIPE TO DRAIN p PUMP P 23. ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE NEW, > GLOBE VALVE PD PRESSURE DROP, PUMPED DRAIN FIRST QUALITY OF THEIR RESPECTIVE KINDS, AND AS SELECTED BY THE CONTRACTOR SUBJECT TO ACCEPTANCE BY THE ENGINEER. POC POINT OF CONNECTION TOTAL: 142.75 GPM NI BUTTERFLY VALVE PRV PRESSURE REDUCING VALVE 24. LAY OUT THE PLUMBING SYSTEM IN CAREFUL COORDINATION WITH THE DRAWINGS, DETERMINING PROPER ELEVATIONS FOR ALL COMPONENTS OF THE SYSTEM AND - NOTE: 1. FIXTURE UNIT TOTALS PER TABLE 6-7. '�, ' WYE STRAINER PSIG POUNDS PER SQUARE INCH GAUGE USING ONLY THE MINIMUM NUMBER OF BENDS TO PRODUCE A SATISFACTORILY FUNCTIONING SYSTEM. FOLLOW THE GENERAL LAYOUT SHOWN ON THE DRAWINGS IN ALL WYE STRAINER WITH CAPPED HOSE RD ROOF DRAIN CASES EXCEPT WHERE OTHER WORK MAY INTERFERE. UNLESS SHOWN OTHERWISE, LAY OUT ALL PIPES TO FALL WITHIN PARTITION, WALL, FLOOR, OR ROOF CAVITIES, REF REFERENCE AND TO NOT REQUIRE FURRING OTHER THAN AS SHOWN ON THE DRAWINGS. \J., END BLOWDOWN VALVE RPM REVOLUTIONS PER MINUTE AUTOMATIC CONTROL VALVE, SCH SCHEDULE 25. NO VENT OUTLET SHALL TERMINATE CLOSER THAN 4 FEET TO OR ONE FOOT ABOVE ANY DOOR, WINDOW OR GRAVITY AIR INTAKE, NOR CLOSER THAN 10 FEET TO OR 2-WAY SF SQUARE FOOT 3 FEET ABOVE ANY FORCED OR MECHANICAL AIR INTAKE, NOR CLOSER THAN 10 FEET FROM ANY PROPERTY UNE. &I AUTOMATIC CONTROL VALVE, SENS SENSIBLE 3-WAY SO SCREENED OPENING 26. DO NOT CUT INTO OR REDUCE THE SIZE OF ANY LOAD-CARRYING MEMBER WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT. INSTALL ALL PIPES TO CLEAR ALL SP STATIC PRESSURE BEAMS AND OBSTRUCTIONS. `*11E3 RELIEF VALVE SS STAINLESS STEEL, SANITARY SQUARE E F 27. PROVIDE SHUT-OFF GATE VALVES AND UNIONS AT ALL WATER CONNECTIONS TO EQUIPMENT AND APPUANCES. PROVIDE STOPS AND CHROME PLATED BRASS SUPPLIES REDUCED PRESSURE BACKFLOW SO RPBP PREVENTER TP TRAP PRIMER AT ALL FIXTURES. PROVIDE ACCESS TO ALL CONCEALED VALVES AND TRAP PRIMERS. DOUBLE CHECK VALVE ASSEMBLY TG TRANSFER GRILLE 28. ISOLATE ALL DISSIMILAR METALS WITH "EPCO" DIELECTRIC UNIONS, EXCEPT FOR BRASS OR BRONZE VALVES WITH STEEL PIPE. DCVA TYP TYPICAL 0 Y FLOOR DRAIN UH UNIT HEATER 29. PROTECT THE POTABLE WATER SUPPLY AGAINST BACKFLOW AND SIPHONAGE FROM EQUIPMENT, FIXTURES, ETC., USING APPROVED BACKFLOW AND ANTI-SIPHON _ UON UNLESS OTHERWISE NOTED DEVICES. .. - HOSE BIBB V VENT VENT VENTILATION, VENTILATOR - - PIPE ALIGNMENT GUIDE VTR VENT THRU ROOF 30. THOROUGHLY CLEAN ALL PIPING AND EQUIPMENT, REMOVING ALL DIRT, RUST, OIL AND PLASTER. STERILIZE POTABLE WATER PIPING PER CODE. © _ _ 1 FLEXIBLE CONNECTION IN PIPING W WASTE, WATT, WIDE 31. TEST SANITARY PIPING BY PLUGGING ALL OPENINGS AND FILLING WITH WATER TO A HEIGHT EQUAL TO A 10 FOOT HEAD. ALLOW TO STAND ONE HOUR OR LONGER �"' � I WB WET BULB (TEMPERATURE) AS REQUIRED. REPAIR LEAKING JOINTS AND THEN RETEST. No. '1o"""io1 Ph ono*Mulosassfo a Pato PS PIPE SUPPORT A 32. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE LOCAL AUTHORITY AND THE OWNER. ! x PIPE ANCHOR ULTIMATE ELECTRONICS ,. 33. TEST WATER AND AIR LINES AT 100 PSIG. RETAIN FOR 24 HOURS; REPAIR ALL LEAKS AND RETEST. 1003 CASCADE AvENUE PRESSURE GAGE TIGARD, OREGON 91223 34. THE ENTIRE SYSTEM SHALL BE WARRANTED FOR A PERIOD OF ONE (1) YEAR BEGINNING WITH OWNER'S ACCEPTANCE OF THE WORK. ALL LABOR AND MATERIALS ill THE RM THERMOMETER NECESSARY TO REPAIR OR REPLACE THE SYSTEM, OR PORTIONS THEREOF, DURING THAT TIME SHALL BE WARRANTED FOR A PERIOD OF ONE (1) YEAR FROM THE -.410 StanteC t P/T PRESSURE / TEMPERATURE TEST REPAIR OR REPLACEMENT. PORT Stantec Architecture I nc. Tel. 70 7.765.1660 D C VALVE STATION OR ASSEMBLY 1137 N. McDowell N Blvd. Fax.707.765.9908 --ID PUMP Petaluma, CA U.S.A. 94954 www.stantec.com PIPE MATERIALS , DRAWING INDEX ROBISON 45:1 ENGINEERING, INC P1.0 LEGEND, GENERAL NOTES 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 PHONE:206364-3343 FAX: 206-364-3363 SYSTEMS PLUMBING MATERIALS P2.0 PLUMBING FLOOR PLAN Plowe. WATER PIPE TYPE L COPPER (NOTE 1) P2.1 ENLARGED PLAN LEeeNt", �!NSAL SANITARY SEWER CAST IRON OR ABS OR CPVC P3.0 SCHEDULES, DETAILS REFERENCE ONLY - NOTES sag Dram VENT PIPING CAST IRON OR ABS OR CPVC NOT APPROVED WITH THIS PERM 17 ,, p F' c , - W164o 04 CONDENSATE PIPING PVC OR TYPE L COPPER co �C I N `�� �.11t ikon Ma sly NOTES: I ,•c?3 � �' 4500 0,16. 1. ALL PIPES IN CEIUNG & WALL TO HAVE 1" THICK FIBERGLASS INSULATION (EXCEPT GAS, VENT, & SEWER PIPE) WITH PIPE LABEL, _ rr , , PLO 6 COMM 2010.ROBISON r INEERIK 1+C. JUN , � , FAJINLV JL1M A1E ELECIeCcs�o-437 u.>E 1GA ,aeVowc o uwc 06-08-210 00c18 JUN 0 9 , , L _I _I A ( ) C c )) ( ) F ( G ) [ER:- -1 N A _J /7-- --- ,,/ 7 /7-7-_,, , i 1 L 0 ELECIPIROMOCO I \>\\ DESIGN AND CONSTRUCTION 321 West 84th Avenue,Suite A p(303)412-2500 Pi' f, C / / z_____/..A 1 / / \ , , N ' \ \ Thornton,CO 80280 f.(303)412-2514 .4. : I 1.2 0 0 0 0 I \ 1 1.8 Vie 1.5 I \ \ \ \ - - . .4 . .. KEY NOTES L. 411 _ OM ::: ,- - . • .....---- ,......., . . ........ MINNOMM MINIMIN II a 1 . a I., 11 i ii - i., ,--1_,_______IIIIIIMILIWi■ /1---1 - i,-„,,• NomeM11111111111111■111111111111111111111111111111111011111111. 1" 0 ...... -II _ • ® sx ,7- 1 1 1.0 MECHANICAL EQUIPMENT (REF). Will 1 \ \ 1.1 PROVIDE TRAPPED CONDENSATE DRAIN „IT-- 0 0 0 0 0 0 1 I I 1.6 I \ 'THE SAME SIZE AS 'THE UNIT CONNECTION. 4" .1' CONDENSATE PIPING SHAU_ BE PVC _...,....i.g.wdlligllij __I OR COPPER TYPE L PIPE. REFER TO DETAIL - jw 1 ON DRAWING P3.0. ..__. , tarE111 1 , . It .11i 1: I: 1.4 [Iii I -, j, I"-, , 1.2 EXISTING SANITARY SEWER TO REMAIN. MIMI L_ __L_ .11 1 1.3 I Allt LOCATION. OR TO FIELD VERIFY EXACT 1.3 NEW SANITARY SEWER PIPE. PIPING SHALL SLOPE 1/8" PER UNEAR FOOT. ° I / "-- - I Alli ler7I ENLARGED PLAN I I I I • I I 111 Ala 1- - 1.4 POINT OF CONNECTION TO EXISTING 2 r . 11111.,„,, il. . . . (2 SEWER. III I in - ih. viiril , li I • • ,........ , •• <, , ed 1.5 EXISTING COLD WATER SUPPLY PIPE TO 1-176---K•... • 116.5 TONS) i , I/ --,\ "17 TO REMAIN. CONTRACTOR TO FIELD VERIFY 2.0 41111i6; I 2.0 I\ I a I 0 1.9 I EXACT LOCATION. 44" I Ftil,..*/ 1" 1 1.6 CONTRACTOR TO CUT AND CAP EXISTING a D CD CD WATER SUPPLY PIPE FLUSH WITH FINISHED I (20 TONS) FLOOR. ip c6)' 1.9 ii „ er 1.7 POINT OF CONNECTION TO EXISTING l WATER SUPPLY PIPE. 1.1 III 1.° . 1.2 II ee 7------\\ 1.8 NEW WATER SUPPLY PIPING OUTSIDE OF 3 - • <1 $ .-__ . 3 1 BUILDING TO BE ROUTED UNDERGROUND. , -/ 1.9 CONDENSATE PIPING DOWN THROUGH I ROOF. Cs 711\11116.. 111111111 1 h.._ ,, 2.0 CONDENSATE PIPING ROUTED BELOW ROOF. __ I _ 1111=11 ilU- ,---- -II II 2.0 I i Li I I I E .., • -1- ----1--- . , , (----. t\±). 4 4_ , IL 1 g • ----) ,F--°' '\,. I / i 1 1 • E 5 .; .. (7---5--) 1----- p 11A- 11A- , ) LEGEND Il 2.0 I 2.0 1-\--t- 112.0 II (84 TONS) / -17(64 TONS) •' • 11A" 1" -(E)w = EXISTING SANITARY SEWER D 1 11 rirrril 1.0 CD CD C 6 PIPE I (24 TONS) I 01011" (44 TONS) I 1.0 I,\ 1.0 VIC 46 ,--1" (E)CW = EXISTING COLD WATER z (20 TONS) 41`. -1 TONS) 46'''''''.-1(2"0 TONS) ( 0 TONS) • , SUPPLY PIPE :-. 0 1- I . in in cz = NEW COLD WATER SUPPLY in FIIIIIII c.) SO L.) c..) PIPE 1 1.9 1.9 t-----1 1.9 I 1.9 ai, O. _ --CD - CONDENSATE DRAIN • Ilillikai 1.1 I 1.1 1 41) 1.9 _ .. 1.1 1 I _ _ - - 1 ...............T.......u.............r............7:) .0 Plan Chalk Stionattal 011110110 I _ (c1-`) 4'9 i No. Illiwkolons and INfiestaiwo MiltmIsolam Pato 11 • L. 11 TIGARD OREGON ULTIMATE ELECTRONICS j.tt i_ 1003 CASCADE AVENUE • iii I ..4- _ TIGARD, OREGON 91223 r-i 0 StanteC 1 1.91 1.1 1 to . • Stantec Architecture Inc. Tel. 707.765;1660 ___ 1137 N. McDowell Blvd. Fax.707.765.9908 ' Petaluma, CA U.S.A. 94954 wvicsteltectom • OrilrAll ROBISON 111111 =. - 11E1.......P.--- II IN118111/11 il MI Mlill I I I I I III 111 I I I 111 II III III lir■li I 111 I III 111 I I I 111 111 III III I I.-■••Iiii■ 0 0 0 0 - -- - ( "'D'17' 44,41, ENGINEERING INC ENGINEERING,lin I 1 , I , 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 GessiPHON_E,:206-364-3343 FAX:206-364-3363 - Pliii"nib PLUMB' Ne FLOOR REFERENCE ONLY • 7- ----\ , 1- ---'' ,0 NOT APPROVED WITH THIS PERMIT 4.2,3:1"A,N A 5 C E) E ' F \.,____,/ 0 Fiqt)t . Plagtiee611).49004 <t•-•;) Ci 1 N 8■s - PLUMBING FLOOR PLAN --.;;;'') ,k, ,,k % , ase - 44 0.° Ai., q 31 1 , • itivienedltant Ha kaki 4500 mama go. SCALE: 3/32" = r-O" P2.0 11 ,' ."-1!--'` l'i Data 06-08-10 1 COPYRIGHT 2010.ROBISON ENGINIERING.VC JUN 0 9 2010 RAMO FAJIIIL\JUMATE ELECIRONICS\230-437 ULX 11GARD.OR\ONW10.81100 08-00-2010 09:18 A _ III _J _- MI 0 ELECTROMICO DESIGN AND CONSTRUCTION 321 West 84th Avows,State A p(303)412-2500 Thornton,CO 80280 f.(303)412-2514 KEY NOTES 1.0 1.0 W' HW, W' CW, 1}i"V DOWN TO LAV. 1.1 h" CW DOWN TO TRAP PRIMER. MOUNT TRAP PRIMER ON WALL BELOW SINK WITH ACCESS PANEL. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. 1.2 34" CW, DOWN TO DRINKING FOUNTAIN & MOP SINK. 1.3 %" HW DOWN TO MOP SINK. 1.4 WATER HEATER LOCATED ON SHELF ABOVE MOP SINK. REFER TO DETAIL 4 ON DRAWING P3.0. NOTE 1.5 1" HW, 1"CW DOWN TO WATER HEATER. ALL UNDERGROUND PIPING 4" AND 1.6 34" CW DOWN TO TRAP PRIMER. I I 1.1 I\ il 1.o If 1.0 1 1 LARGER SHALL SLOPE AT 1/8" PER 2"V UP LINEAR FOOT. 1.7 3" VENT THROUGH ROOF. ()n 1 n 1 (-)co nro (.1(.-)r) nnn 1 • 7 ? •0 0 0 1.8 PRESSURE REDUCING VALVE. SET TO 7 7 1 1 Lil 1 75 PSI. ,WC-1 CNI I INII I IN riN11 I IN:NI AMU Mil ?*1\-2"V- 11) I r 1- -21-7 -17Th-(71-- 7 ' ' ■ / (TYP) • I I I _21 1 I I 2" I N mimi l ) 4 i ) 0 UP t ) 1"1 I I I I 1.9 MAIN WATER SHUT-OFF VALVE AT 1 7 , . 60" AFF. II /"*".." I 2" -2" __1.2 _-_-_-__ 116 _j I _ , --/ _ -ri- j„,Av-i i - -.4- 2 (NI , - 1 2 1 - --- --- I ( tt, .1- 2 -- 1 -- ---(74 I 2.0 PROVIDE 236" x 1" REDUCER. AM N. II \` ._ ) & I / N / 'C-1 ..,- - -;.- - --- ,, , Cl / \ 1,,isly=2 \ 4 1_ - in-A - 4 / \ if_ N')...4j..„." ..-----S ,...-- / I _,..4. 2.1 DISCHARGE 1 h," CONDENSATE DRAIN INTO MOP SINK. r N. l, i I I ,/ \ \ N1"7.- II t i \ F, / I 0 II • t___ _ 1 1 upwc1-00 / •41 -Tp i 1 , 1 7 I ___ _ i___ ____ ______ _._ J 'F---11 36"\____ b _ _ _ _1 \ I =-, 7. 1 1 / k , \ / t 4" \ ‘ ' / s / N I / / \ / \ \ --... --- y / \ \ /-N, __: --r s ---- _____ _ I a N W. 7 7 ii . / I --„_...,____.„:„_______________________ ------z±1 1 ; 1.6 I-\\\ I1.4 I ms-i I IWH-1 1 h" ; i"--) A st I I EWC-1 c 0 ET-1 I . r 1_11) . .77,774 I _ --I- " -k,.--1 I _ . . 1.9 Z■1 2)4i" Irallliritilillil - , „ I 010"1111 4 - 1 • 40 -Ilk , 1 .7 IN 2" r. 115_1.W h man id I 2s. 111411101 - : - • I iliiMiEL 4' ___el Amrmmmr- Its UP „SP WC 0 0 r) n (1. c'" ± _1'1_ ,1 '1'4:4 14 2" • • • • • 1 UP TO ,.....A ihmsanasuiworzywor 2. loi -c4, \ _ 7 I 1.2 I 2"V UP [-, II°1 2"V UP ) • 2"V 1114 , 111 I 17 ---- \k UR-1 t Y4" - 4" !4,1- 4" \\\ WC-1 7 ----kTYP} ---6.- - -I ,,, _.- -- - -, ill „-- ,,,_ -- / [--- 2.1 / • I / / ,, / 1 \ / 1 / N -___ LE G EN D 7 EU 77 1_,\ 11.-1_ y7 \ I,I \ II 0, 7 \ / 17 r- - - - - - -1 .. / I- - \- - 7- - - - - 7 OA = SHUT-OFF VALVE I 1 ID-1 1 z 1 1 1 i 1 1 = NEW COLD WATER SUPPLY PIPE \ I (TYP) \ . 1.- I : I \ I \ I a i- \ *- In I LAV-2, \ ,_----/- \ / \ I / 1 6 ' I \ I 7---- // \ \ / \ ...... ,/, Al 1 LAV-1 \ \ / 2" , 7 7 -. .., a _ 7// ____ ---„, ..0 --- ....... -- tp A _ ........ - N ""................................ L r, illiF _;,. III j - - - \ ! c\ i? L _A_ 1- ---1 No. ' Plan Check IllskoNtal filevlokno and 1,1astonob ilkibmIssions ~MO Date --- - , in .." uouo °Lg.) 0 TIGARD OREGON I 1 ULTIMATE ELECTRONICS 1•1 I --I -1 1.0 j\-1 1.0 1003 CASCADE AVENUE TIGARD, OREGON 91223 Stantec Stantec Architecture Inc. Tel. 707.765.1660 1137 N. McDowell %rd. Fax.707.765.9908 FLOOR PLAN UNDERSLAB PLAN Petdumo, CA U.S.A. 94954 www.stsible-com irsii ROBISON v Air ENGINEERING, INC 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 PHONE: 206-364-3343 FAX:206-364-3363 REFERENCE ONLY • 171.1"Titie eNLAsem, NOT APPROVED WITH THIS PERMIT PLAN -&al Dam MON*No. ENLARGED PLAN 1 ,ct,'.. 9 PRiqtz. ta,C.11 isiz mS, ' t' . 3 P „cp os ok ea am tea egarle4W". SCALE: 3/8" = 1'-0" P2.1 it -,42 0 : 4500 Dmibeiga. ... . ,.. i., 0 ......d 122.1 6 . A7:** 1 747: 11 .-.'' '4 f"''' .r° D . 0648-10 COPYRICNT 2010,ROBSON EININEERVIG,INC. MAIM FAJNII.V.11.11MAlE 13EC1RONICA230-437 ULM 11GARD.OINN/G\1)21.DWG 06-08-2010 0918 JUN 0 9 2010 — lI L INSTALL THERMAL EXPANSION TANK A _J CONNECT TO SIDE OF _ I MAIN. DO NOT CONNECT O EL�CC I'[RC MICO FROM TOP OR BOTTOM CONNECT ABOVE WALL CODE APPROVED VACUUM CENTERLINE OF �� DE5IC N ,AMID CONSTRUCTION RELIEF VALVE REQUIRED MAIN 1/2" CAST IRON CLEANOUT 321 West 84th Avenue,Suite A p(303)412-2500 AT ALL ELEVATED W.H. WITH COVER FOR Thornton,CO 80260 f.(303)412-2514 CW —►--- I BALL VALVE APPLICABLE DUTY PROVIDE AND INSTALL MAY EXTEND AS CLEANOUT WITH HW SHUT OFF VALVES. WASTE OR VENT THREADED PLUG FINISHED I 1111 iii WALL [FLOOR PROVIDE AND INSTALL VENT �' INTEGRAL HEAT TRAPS MOUNT PRIMER VALVE ci:)arm 12" FOR EVERY 20 OPENING OF TRAP PRIMER LINE CHROME WALL COVER ROOf'tOP PRODUCTS,INC PR-500 ' [AND SCREW AT FINISH CAST IRON EXTENSION- PRESSURE TEMP. RELIEF VALVE i' AREAS ONLY SAME AS DRAIN SIZE CAST IRON LONG SWEEP UP TO 4" DIAMETER ii D HEATER DISCHARGE TO MOP PRECISION PLUMBING WITH CLEANOUT DRAIN f BEND OR CAST IRON I TRAP PRIMER VALVE COMB. Y & A BEND. � I VALVE FLOOR (USE REDUCING TYPE II I FOR SIZE CHANGES) (� 4x4 TREATED 1/2" GRAVITY TRAP I� STAINLESS STEEL f `� WOOD BLOCKING DRAIN PAN, 1 1/2" ``- ---- 1 PIPE INDIRECTLY FLOOR DRAIN PRIMER LINE ' DEEP WITH A 1" WASTED TO MOP SINK. MINIMUM DRAIN ' .. DRAIN PLUG 1-4 `"° DIRECTION OF FLOW BUILDING WASTE ' I (,,.._ OR DRAIN I I , r- SLOPE TRAP INTERIOR WALL CLEANOUT (WCO) INTERIOR FLOOR CLEANOUT (FCO) PRIMER LINE MOP SINK -� \ P-TRAP WATER HEATER DETAIL NOT TO SCALE 4 TRAP PRIMER DETAIL NOT TO SCALE 3 CLEANOUT DETAIL NOT TO SCALE 2 ROOFTOP UNIT CONDENSATE DRAIN NOT TO SCALE 1 WATER PlEA TER SCHEDULE EQUIP SERVICE HEAT EXCHANGER ELECTRICAL BASIS OF DESIGN FURNISHED INSTALLED FUEL TEMP RISE, RECOVERY, CAPACITY, BY (1) BY (1) NO. SOURCE DEG. F GPH GAL WH-1 PER PLANS ELECTRIC 90 7 12 120V/1P BRADFORD WHITE M-1-12UT6SS GC GC NOTES: (1) LL = LANDLORD, ULTE on ULTIMATE ELECTRONICS, GC = GENERAL CONTRACTOR. EXPANSION TANK SCHEDULE EQUIP SERVICE LOCATION CAPACITY TANK BASIS OF DESIGN FURNISHED INSTALLED NO. GALLONS SIZE, IN BY (1) BY (1) DIAMETER HEIGHT ET-1 WH-1 PER PLANS 2.1 10 11 AMTROL THERM-X-TROL ST-5-C GC GC NOTES: (1) LL = LANDLORD, ULTE = ULTIMATE ELECTRONICS, GC = GENERAL CONTRACTOR. Plumbing Fixture Schedule Plan Fixture SERVICE SIZE - INCHES Manufacturer Model No. Color/Finish Comments FURNISHED INSTALLED Mark T,•a CW HW Waste Vent BY 1 BY 1 WC-1 Water Closet (ADA) 1111 --- 4 2 American Standard 3695.128 White GC GC - - Flush Valve American Standard 6065.121.002 Chrome 1.28 •allons •er flush GC GC Seat American Standard 5901.110 White Open Front, less cover GC GC - - UR-1 Urinal --- 2 1-1/2, American Standard 6541.132 White GC GC Plan Chock Sdimittal•Flush Valve American Standard 6063.101.002 Chrome 1.0 •allons •er flush GC GC iiii.Lavatory 1/2 2 1-1/2 American Standard 0195.073 White , Wall mount GC GC wog x"10"" 0.""t"' Faucet American Standard 2175.502 Chrome GC GC TIGARD OREGON LAV-2 Lavatory (ADA) 1/2 2 1-1/2 American Standard 9141.011 White Wall mount GC GC ULTIMATE ELECTRONICS MEI Faucet American Standard 2175.502 Chrome GC GC 1003 CASCADE AVENUE Mo• Sink MN 3 4 4 2 Florestone MSR-2424 White Molded mo• basin GC GC TICx,4RC?, OREGON 91223 Fiat 830 AA Chrome Wall mounted service faucet, vacuum breaker, wall brace, pail hook, hose thread GC GC Fiat 889 CC Stainless Steel M•. bracket 24", three rubber •ri•s GC GC Flat E-77-AA Brown Vinyl bumper guard for front edge, 24" GC GC 4 SitalliteC Fiat 1453 BB Stainless Steel Strainer GC GC Fiat 832 AA N/A 30" hose and bracket GC GC Stantec Architecture Inc. Tti. 70 7.765.1660 FD-1 Floor Drain --- --- NOTE 2 Jo R. Smith 2005 Nickel Bronze GC GC 1137 N. McDowell Blvd. Fax.707.765.9908 FCO Per Code Il��, ,,,� --- NOTE 2 Jo R. Smith 4020 Nickel Bronze GC GC Pettiuma, CA U.S.A. 94954 mrcstulteccom WCO Per Code --- --- NOTE 2 Jay R. Smith 4402 Stainless Steel GC GC EWC-1 Electric Water Cooler 1/2 --- 2 1-1/2 Halsey Taylor HVRGRN8BL Stainless Steel ADA, Hi-Low drinking fountain, Electric 2.8 amps GC GC Ø !AI "' NOTES: (1) LL = LANDLORD, ULTE = ULTIMATE ELECTRONICS, GC = GENERAL CONTRACTOR. R°BISON (2) SIZE PER PLANS ~air ENGINEERING, INC 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 PHONE: 206-364-3343 FAX:206-364-3363 REFERENCE ONLY Dtawilellas SCHEr,ULES/ NOT APPROVED WITH THIS PERMIT ..,,TA I LS wig f :$:V v� " �fb49P0t /v a.*Stara Na Rads 4500 pilaw e�31:-':.,1°A41.r06 cOPIRIGHT 2010.ROeIsoN SIG.MC. RREI16NG F:VAHL\.,UL'IWA1E EaEC1RONICS\230-437 tLiE 1IGARD.ARR\D G\1)30.DMIG 06-08-2010 09:18 EN 0 9 2010 JJLM L, LEGEND NOTES ' I GE RAL GROUNDING A AMPERE DESIGN AND CONSTRUCTION QN OF,E WORK AC ALTERNATING CURRENT, ABOVE COUNTER 321 West 84th Avenue,Suite A p(303)412.2517X11 AFF ABOVE FINISHED FLOOR Thornton,CO 80260 f.(303)412-2514 LIGHT LINE INDICATES NON-ELECTRICAL OR BACKGROUND I. GROUND ALL ELECTRICAL DEVICE-5, MOTORS, METALLIC PIPING, DUCTWORK, METAL AIC AMPS INTERRUPTING CAPACITY (THIS IS NOT CONTRACTUAL DEFINITION OF WORK) L REFER TO SHEET TI FOR RESPONSIBILITY INDEX. ALL ITEMS NOT LISTED ON THE MATRIX OR OTHERWISE NOTED ON THE PLANS WILL BE PROVIDED BY THE CONTRACTOR. FRAMING, REINFORCING STEEL, ETC., IN ACCORDANCE WITH NEC ARTICLE 250. DO NOT AL ALUMINUM AMP AMPERE HEAVY LINE INDICATES NEW WORK UTILIZE THE METALLIC RACEWAY SYSTEMS AS THE SYSTEM GROUNDING PATH FOR ANY AWG AMERICAN WIRE GAUGE (THIS IS NOT CONTRACTUAL DEFINITION OF WORK) 2. WHEREVER THE WORD "PROVIDE" IS USED, IT MEANS, "FURNISH AND INSTALL COMPLETE AND READY FOR USE." UNLESS OTHERWISE NOTED. PROVIDE SEPARATE GREEN OR BARE COPPER BKR BREAKER DETAIL IDENTIFICATION GROUNDING CONDUCTOR FOR ALL FLEXIBLE EQUIPMENT CONNECTIONS AND ALL BLDG BUILDING EXTERIOR ELECTRICAL DEVICES, SUCH AS POLE MOUNTED LIGHTING, RECEPTACLES, C COIL or CONDUIT CIRCUIT SYMBOL NAME GENERAL BUILDING MOUNTED LIGHTING, ETC. co T CONDUIT RACEWAY ONLY 1111°."' FLAG NOTE CT CURRENT TRANSFORMER I. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, Cu COPPER A RESION NOTE NATIONAL ELECTRICAL SAFETY CODE, LOCAL CODES, ORDINANCES, AND REQUIREMENTS CW COOL WHITE OF UTILITY COMPANIES FURNISHING SERVICES TO INSTALLATION. MULTI-WIRE eRANGH CIRCUITS D DIMMER ciD REVISION DEFINITION, AREA ENCIRCLED 2. PROVIDE ITEMS NECESSARY TO COMPLETE ELECTRICAL SYSTEMS. THE ELECTRICAL DED DEDICATED CONTAINS DRAWING CHANGES MADE DRAWING&S ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY CONDUIT, BOX, I. BRANCH CIRCUIT CONNECTIONS SHOWN FOR THE SOLE PURPOSE OF INDICATING ALL SUBSEQUENT TO PREVIOUS ISSUE CONDUCTOR, OR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. EC ELECTRICAL CONTRACTOR OF THE DEVICES WHICH ARE TO BE CONNECTED TO A PARTICULAR BRANCH CIRCUIT. EF EXHAUST FAN LJGHIING 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND DETERMINE CONDITIONS ELEC ELECTRICAL WHICH MAY AFFECT BID. ANY ITEMS NOT FULLY UNDERSTOOD SHALL BE BRC�GHT TO THE CONDUCTOR SIZES AND/OR QUANTITIES ARE NOT INDICATED FOR 20 AND 15 AMP EMT ELECTRICAL METALLIC TUBING ATTENTION OF 'THE CONSTRUCTION MANAGER PRIOR TO BIDDING. BRANCH CIRCUITS. CONDUCTOR SIZES AND/OR QUANTITIES ARE ONLY INDICATED WHERE EQUIP EQUIPMENT ( B ) FIXTURE IDENTIFICATION SYMBOL EXIST,(e) EXISTING SEE LUMINAIRE SCHEDULE FOR FIXTURE SYMBOLS 4. "REP INDICATIONS DENOTE WORK COVERED ELSEWHERE (ARCHITECTIIJRAL, STRUCTURAL, OVERSIZED CONDUCTORS ARE REQUIRED TO MINIMIZE VOLTAGE DROP OR ON BRANCH FACP ARE ALARM CONTROL PANEL OR MECHANICAL). CIRCUIT CONNECTIONS WHICH ARE NOT FED BY 15 OR 20 AMP CIRCUIT BREAKERS. THE FLUOR FLUORESCENT SWITCHES, CONTRACTOR SHALL DETERMINE RACEWAY ROUTING, GROUPING OF BRANCH CIRCUITS GC GENERAL CONRACTOR 5. COORDINATE LOCATION OF ELECTRICAL INSTALLATIONS WITH OTHER TRADES. so SWITCH, SINGLE POLE; WITH SWITCHING SUBSCRIPT FOR HOMERUNS, NUMBERS OF CONDUCTORS REQUIRED AND PLACEMENT OF JUNCTION GFCI GROUND FAULT CIRCUIT INTERRUPTER 6. REFER TO EQUIPMENT DRAWINGS FOR MECHANICAL CHARACTERISTICS (SIZE, LOCATION, . GND GROUND $PIR OCCUPANCY SENSOR SWITCH, PROXIMITY INFRARED ETC.) OF MECHANICAL EQUIPMENT, UNLESS 015E INDICATED. BOXES GRS GALVANIZED RIGID STEEL SWITCH, SINGLE POLE HID HIGH INTENSITY DISCHARGE t WALLBOX DIMMER 1. PROVIDE CONDUCTORS AND RACEWAYS PER NATIONAL ELECTRICAL CODE. HP HORSEPOWER Q PIR CEILING MOUNTED OCCUPANCY SENSOR HOA HAND OFF AUTO a CEILING MOUNTED AMBIENT LIGHT SENSOR $• PROVIDE TYPED PANEL SCHEDULES WITH DESCRIPTIONS AND LOCATIONS OF LOADS IG ISOLATED GROUND D. NEUTRALS ©DT WALL MOUNTED DUAL TECHNOLOGY OCCUPANT SENSOR KCMIL THOUSAND CIRCULAR MILLS q. NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED. I. NEUTRAL WIRES MAY BE COMBINED WHERE ALLOYED BY THE NEC. EXCEPTIONS ARE KVA KILOVOLT AMPERES RECEPTACLES, KW KILOWATT CIRCUITS WITH ISOLATED GROUNDS AND POWER THAT IS DOWNSTREAM FROM DIMMABLE 1 SINGLE RECEPTACLE LIGHTING CONTROLS. WHEREVER NEUTRALS ARE COMBINED, THE RESULTING tIJLTIWIRE LTG LIGHTING LV LOW VOLTAGE • 0 DUPLEX RECEPTACLE: WALL MOUNTED, BRANCH CIRCUIT SHALL BE PROTECTED WITH IIJLTIPOLE BREAKERS PER NEC 210.4(8). MFR MANUFACTURER +18" AFF U.O.N. MATERIALS AND METHODS MIN MINIMUM 0 +42" DUPLEX RECEPTACLE, WITH HEIGHT MLO MAIN LUGS ONLY ABOVE FINISHED FLOOR INDICATED I. PROVIDE RACEWAY AND WIRING ROUTED CONGEALED WITHIN BUILDING STRUCTURE 2. NEUTRAL WIRES SHOWN FOR TWO AND THREE POLE MECHANICAL AND KITCHEN N NEUTRAL MERE POSSIBLE. WHERE RACEWAY CANNOT BE CONCEALED, IT SHALL BE INSTALLED EQUIPMENT MAY BE OMI I iWD UPON VERIFICATION THAT THEY ARE NOT REQUIRED EITHER NEC NATIONAL ELECTRICAL CODE (NFPA-70) 4'P GFCI DUPLEX RECEPTACLE, GROUND PER CONSTRUCTION MANAGERS DIRECTION. NEMA NATIONAL ELECTRICAL MANUF ASSOC FAULT CIRCUIT INTERRUPTING FOR ORATION OR CONTROL OF THE EQUIPMENT. NTS NOT TO SCALE 2. ALL CONDUIT AND CALBE SHALL BE MOUNTED TIGHT TO THE DECK ABOVE UNLESS 4* DOUBLE DUPLEX RECEPTACLE: WALL MOUNTED, OTHERWISE NOTED. COORDINATE WITH OTHER TRADES PRIOR TO PROCEEDING. PNL PANEL +18" AFF U.O.N. POC POINT OF CONNECTION 3. EXPOSED CONDUIT ROUTING: EXPOSED CONDUITS SHALL BE INSTALLED IN A NEAT AND PT POTENTIAL TRANSFORMER 53 CEIUNG DUPLEX RECEPTACLE WORKMANLIKE MANNER. IN THE SALES FLOOR AREA OPEN TO ABOVE, ALL CONDUIT AND PVC POLYVINYL CLORIDE CABLE SHALL NOT SE MOUNTED LOWER THAN THE TOP OF THE HIGH BAY LIGHTING. LIGHTING PWR POWER El CEIUNG DOUBLE DUPLEX RECEPTACLE I. SUPPORT LIGHT FIXTURES FROM BUILDING STRUCTURE. DO NOT SUPPORT FIXTURES FROM QTY QUANTITY 4. OUTDOOR EXPOSED CONDUIT ROUTING: CONDUITS ROUTED ON ROOF OR EXPOSED TO RECEPT RECEPTACLE WEATHER SHALL BE EMT OR LIQUID-TIGHT FLEX. PROVIDE WATER-TIGHT CONNECTIONS SUSPENDED CEILING. REF REFERENCE MISCELLANEOUS, AND FITTINGS. RI ROUGH-IN RM ROOM 0 JUNCTION BOX: 4SQ U.O.N. 5, CLEARANCES: VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS 2. PROVIDE LIGHT FIXTURES WITH PROPER FITTING FLANGES, MOUNTING SUPPORTS, AND RO RACEWAY ONLY -3 JUNCTION BOX: 4SQ WALL MOUNTED CLEARANCES CAN BE MET. ACCESSORY ITEMS, UL LISTED FOR CONDITIONS OF USE. SHT SHEET Pi JUNCTION BOX: 4SQ TRACK 6. CONNECTIONS: PROVIDE &RS, METALLIC FLEX, OR LIQUIDTITE FLEX CONDUITS FOR SPEC SPECIFICATIONS SW SWITCH CONNECTIONS TO MOTORS OR MOTORIZED EQUIPMENT. 3. ALL INTERIOR HID LIGHTING TO BE MOUNTED WITH THE BOTTOM OF THE FIXTURE 12" SWBD SWITCHBOARD SWGR SWITCHGEAR 1. WIRING: PROVIDE MINIMUM #12 AWG WIRE SIZE AND MINIMUM I/2" TRADE SIZE CONDUIT ABOVE THE TOP OF THE HALING GRAPHIC, CONDITIONS PERMITTING. IF NOT, MOUNT ALL POWER FOR ALL BRANCH CIRCUITRY. HOME RUNS SHALL BE A MINIM JM 3/4" TRADE SIZE. T R TIME DL LIGHT FIXTURE BOTTOMS AT UNIFORM HEIGHT A5 HIGH AS POSSIBLE. COORDINATE WITH TDR TIME DELAY RELAY ti PANELBOARD 208V OR 240V S. WIRING: PROVIDE MINIM #IO AWG CONDUCTOR SIZE IN 120V BRANCH CIRCUIT RUNS THE CONSTRUCTION MANAGER. , ' UG UNDERGROUND EP NON-FUSED DISCONNECT SWITCH OVER 75 FEET IN LENGTH AND FOR 2T1 VOLT CIRCUITS OVER 125 FEET IN LENGTH. UL UNDERWRITERS LABORATORIES WP UON UNLESS OTHERWISE NOTED (WP = NEMA 3R WHERE APPROPRIATE ) q• WIRING: POWER WIRING SHALL BE COPPER, N, INSULATED FOR bOOV. V VOLTS J FUSED DISCONNECT SWITCH ALIMITO1 CONDUCTORS PERMI I i tD FOR FEEDERS 100 ANTS OR LARGER. INCREASE VIF VERIFY IN FIELD WIRE AND CONDUIT SIZE TO EQUAL OR EXCEED DESIGNED COPPER RATING. LIGHTING CONTROL COMMISSIONING W WATTS MOTOR CONNECTION (EQUIPMENT NAME, HORSEPOWER, WW WARM WHITE 0 EF-1,1 2K VA,208,1 VOLTAGE, AND PHASE INDICATED) 10. DISCONNECTS: PROVIDE DISCONNECTS, FUSED AND UNFUSED, SHOWN AND REQUIRED BY I. OCCUPANCY SENSORS, PHOTOCELLS, CONTACTORS AND OTHER LIGHTING CONTROLS WP WEATHERPROOF CODE FOR EQUIPMENT FURNISHED UNDER ELECTRICAL AND MECHANICAL SCOPES OF SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND W/ WITH EQUIPMENT CONNECTION (EQUIPMENT NAME, LOAD, WORK. AVO WITHOUT - - eMAU-1,5HP,480,3 VOLTAGE, AND PHASE INDICATED) SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED XFMR TRANSFORMER A - - II. FUSES: PROVIDE FUSES PER EQUIPMENT NAMEPLATE UNLESS OTHERWISE INDICATED. PLANS AND SPECIFICATIONS. XFR TRANSFER - - El TRANSFORMER, DRY TYPE, SHOWN TO SCALE FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. Z IMPEDANCE OR ZONE PIim check eWaoMa1 EII KW METER AND BASE No 1i�ry elan►and Pfflok nso ithe moolono p 12. LABELS: ELECTRICAL PANEL, TIME SWITCH, DISCONNECT, STARTER, CONTACTOR, PULL BOX, ETC. ENCLOSURES SHALL BE PERMANENTLY LABELED TO IDENTIFY ITS DESIGNATION T I GA 'yD, OECON RACEWAYS OR UNIT SERVED. EL ULTIMATE ECTRONICS CONCEALED RACEWAY (EXPOSED 13. PLENUM RATED WIRING METHODS SHALL BE USED WHERE REWIRED Si' CODE. 1003 CASCADE AVENUE TIGARD, OREGON 91223 IN UNFINISHED AREAS) - - - - - RACEWAY CONCEALED IN OR 14. NO CONDUIT, BOXES, OR FASTENERS SHALL BE INSTALLED IN CONCRETE WITHOUT EITHER BELOW FLOOR OR BELOW GRADE AN XRAY OR OTHER CONFIRMATION OF TENON LOCATIONS. _DRAWING NO DESCRIPTION No, RanteC ,_...._....-�. POWER OR LIGHTING BRANCH CIRCUIT E.0 LEGEND, NOTES, DRAWING INDEX Stantec Architecture Inc. TeL 707.765.1660 15. ALL DEVICE BOXES SHALL HAVE THE APPROPRIATE FIRE RATING FOR THE LOCATIONS E0.1 NOTES A-1,3,5 OR CIRCUITS, HOME RUN TO SOURCE, WHERE THEY ARE INSTALLED. E0.2 LUMINAIRE/EQUIPMENT SCHEDULE 1137 N. McDowell Blvd. Fox.707.765.9908 (HASH MARKS SHOW NO. OF WIRES E1.0 LIGHTING PLAN Pet�umal, CA U.S.A. 94954. •��.� WHEN MORE THAN TWO REQ'D, NEUTRAL 16. WHERE MORE THAN THREE CURRENT CARRYING CONDUCTORS ARE IN ONE CONDUIT OR SHOWN LONGER, DOTS INDICATE GABLE, PROVIDE CONDUCTORS DERATED IN ACCORDANCE WITH NEC 310.15(8)(2). E2.0 FLOOR PLAN - POWER eft6.1 RoBISON ISOLATED GROUND WIRES) E2.2 POWER DETAILS -- TV WALLS r o TURNING UP E3.0 ELECTRICAL DETAILS ENGINEERING, INC E3.1 ELECTRICAL DETAILS 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 • TURNING DOWN E3.2 ELECTRICAL DETAILS REFERENT E 0� ..Y PHONE: 206-364-3343 FAX:206-364-3363 ( RACEWAY STUBBED OUT WITH BUSHING E3.3 ELECTRICAL DETAILS NOT APPROVED WITH THIS PER \ITT ........._..............4 s-- BREAK LINE FOR DRAWING CLARITY FIRE GAUD E3.4 ELECTRICAL DETAILS L! !N , NOTES, I I. ALL OPENINGS IN FIRE RATED ASSEMBLIES FOR ELECTRICAL CONDUIT, AND OTHER E4.0 LOW VOLTAGE PLAN 3RD PARTY LOW VOLTAGE PLAN MN „ Q Maio - 4,9 4 EQUIPMENT SHALL BE SEALED WITH FIRE CAULK OR OTHER MATERIAL SUITABLE FOR E4.2 3RD PARTY LOW VOLTAGE PLAN `y.cti'cl61 N�'F`S`si ex easy. . -2 DIAGRAM, CALCULATIONS ,4230 x,500 MAINTAINING THE INTEGRITY OF THE FIRE RATING. E5.0 ONE--LINE PANEL SCHEDULES N0` E5.3 LIGHTING ENERGY CODE .. • r.,0 PlevIsmed o.O 6 . ^r q31 ° • fk # 4; ,.'\� ■ Daft 06-013-10 u COPYRIGHT 2010,ROBIS 14 ENGINSERING.INC. RIUMING F`.Tht\-A.1M A1E aEc1R>NCS\230-437 tE.IE 11GARD.OR\p oaD IG 06-08-2010 0Ik 17 JUN AL _J I DEMO NOTES GENERAL NOTES muEcunomoco I. PLANS ARE BASED ON AVAILIBLE INFORMATION OF EXISTING CONDITIONS. FIELD VERIFY ALL RELEVANT I. ALL DEVICES 4 liNCTION BOXES SHALL BE RECESSED AND CONDUITS AND WIRES CONCEALED DESIGN AND CONSTRUCTION EXISTING CONDITIONS. UNLESS OTHERWISE APPROVED BY CONSTRUCTION MANAGER. h nton CO 84th 0vernae,Suite A p(303)412-2500 4 Thornton,G 80260 f.1303)X12-251 2. AS-BUILT PLANS MAY BE REQUESTED FROM THE ARCHITECT. 2. ALL CONDUITS, RACEWAYS, ELECTRICAL DUCTS AND BOXES AND LOW VOLTAGE WIRE SHALL BE RUN TRUE, PLUMB, SQUARE TO THE BUILDING, TIGHTLY IARAPPED OR FASTENED TO 3. UNLESS OTHERWISE NOTED, ALL POWER AND LIGHTING ON THE EXTERIOR OF THE BUILDIN SHALL REMAIN. STRUCK. LOW VOLTAGE RUNS OR EXPOSED WIRE MUST BE HIDDEN FROM VIEW AND TIE THE CONTINUITY OF ALL CIRCUITS FEEDING THESE ITEMS SHALL BE MAINTAINED. ENSURE THAT ALL OF WRAPPED TO THE STRUCTURES WITH IAIHITE WRAPS. TIE Y APS 14/5T BE UNIFORMLY SPACED THESE EXISTING DEVICES ARE POII FRED AT THE END OF CONSTRUCTION. REROUTE WIRE AND CONDUIT WITH ENOUGH WRAPS TO PREVENT WIRE FROM SAGGING. UNDER NO CIRCUMSTANCES CAN AS REQUIRED BY THE NEW FLOOR PLAN. EXPOSED WIRE BE RUN IN FREE AIR OR AT DIAGONALS. 4. IN THE AREA OF THE SALES FLOOR THAT WILL BE OPEN TO THE FRAMING ABOVE, ALL CONDUIT THAT 3. HORNS/STROBES, EXIT LIGHTS, EMERGENCY LIGHTS, ELEGTRIAL BOXES FOR SIGNS, ETC SHALL TRAVERSES THIS AREA SHALL BE RE-ROUTED TO A LEVEL ABOVE THE HEN HIGH BAY LIGHTING. THIS NOT BE INSTALLED IN WALL GRAPHICS, BUT DIRECTLY BELOW WALL GRAPHICS. COORDINATE INCLUDES, BUT IS NOT LIMITED TO, THE ROOFTOP HVAC EQUIPMENT AND SERVICE POD RECEPTACLES. WITH INTERIOR ELEVATIONS AND FIXTURE PLANS. 5. ALL EXISTING FLOOR BOXES AND FLOOR FED SALES FLOOR DISPLAY'S WILL HAVE THEIR POWER FEEDS 4. USE PLENUM M RATED CABLE, CONDUIT, BOXES, ETC IN PLENUM RATED WALLS AND CEILINGS. ALL ABANDONED. REMOVE ALL WIRING FROM UNDERFLOOR CONDUIT SERVING THESE ITEMS. PENETRATIONS ARE TO BE COMPLETELY SEALED. 6. RELOCATE HVAC CONTROLS PER THE MECHANICAL PLANS. SEE DETAIL 4/E3,0 FOR ELEC/MECH 5. PROVIDE FIRE RATED ENCLOSURES FOR ALL RECESSED LIGHT FIXTURES IN FIRE RATED RESPONSIBILIES. CORRIDORS. 1. REFER TO DEMO NOTES ON THE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 6. RUN ALL MECHANICAL AND ELECTRICAL EQUIPMENT, CONDUIT, AND DUCT WORK AS TIGHT TO THE DECK AS POSSIBLE AND COORDINATE THIS WORK WITH OTHER TRADES BEFORE S. ALL WIRING THAT 15 NOT BEING REUSED SHALL BE REMOVED. ALL ABANDONED CONDUIT VISIBLE FROM PROCEEDING. THE OPEN CEILING SALES FLOOR SHALL BE REMOVED. 1. ALL COLUMN RECEPTACLES TO SE MOUNTED ON SIDE OF COLUMN AS SHOWN ON PLAN. NO EXCEPTIONS. S. CONFIRM LOCATION OF ALL DEVICES INCLUDING, BUT NOT LIMITED TO POWER POLES, AND COORDINATE WITH FINAL FIXTURE PLAN BEFORE PROCEEDING;DO NOT DIMENSION FROM ELECTRICAL FLOOR PLANS. q. SUPPLY ALL WIRING, CONDUIT, . ,JNCTION BOXES, POWER POLES, TIME DELAYS, PHOTOCELLS, SWITCHES, OUTLETS, SWITCH AND PLATE COVERS, THREADED ROD AND UNISTRUT TO HANG FIXTURES, AND ALL OTHER RELATED ITEMS U.O.N. 10. RECEPTACLES, SNITCHES, 4 COVERPLATES SHALL BE AS FOLLOWS: OUTLETS AND SWITCHES AT BLUE AND REP COLORED WALLS TO BE "BLACK" OUTLETS AND SWITCHES AT YELLOW AND P-5 COLORED WALLS TO BE "ALMOND" OUTLETS AND SWITCHES AT WHITE COLORED 14ALLS TO BE "WHITE" OULTLETS AND SHTICHES AT SOUND PANELS TO BE "ALMOND" FIREALARM NOTES OUTLETS AND SWTICHES IN REST ROOMS TO BE GREY WITH STAINLESS STEEL COVERPLATES REFER TO SHEET A4.1 FOR WALL COLORS I. PROVIDE ALL FIRE ALARM WORK. 2. CONTACT ULTE TO DETERMINE IF THERE IS A LANDLORD REQUIRED FIRE ALARM VENDOR. 3. DUCT SMOKE DETECTORS: FIRE ALARM CONTRACTOR TO TEST EXISTING DUCT SMOKE DETECTORS AND REPLACE OR REPAIR AS REQUIRED. 4. REMOTE ALARM/TEST STATIONS: PROVIDE A REMOTE ALARM/TEST STATION FOR EACH DUCT SMOKE DETECTOR. LOCATE AS SHOWN IN DETAIL 5/E3.0 ABOVE MASTER THERMOSTATS. PROVIDE ALL WIRING AND LABELS. ALARMCTEST STATIONS SHALL BE COMPATIBLE WITH EXISTING DUCT SMOKE DETECTORS. EXISTING LIGHT FIXTURES 0 - - Pia Check adan teai MAWS CONTROLS NOTES THAT REMAIN dons and HI$asteenan Man. TIG4 , OEON o ULTIMATE ELECTRONICS 1003 CASCADE AVENUE TIGARD, OREGON S1223 PROVIDE A COMPLETE, WORKING HVAC, LIGHTING 4 SIGNAGE CONTROL SYSTEM IN ACCORDANCE WITH THE FOLLOWING. I. ALL EXISTING FIXTURES THAT REMAIN SHALL BE TESTED, CLEANED, AND REPAIRED. ALL FLUORESCENT LIGHT FIXTURES THAT REMAIN SHALL ALSO BE RELAMPED. fitanteC I. INTERIOR LIGHTING: THERE SHALL BE 1110 CONTACTORS FOR INTERIOR LIGHTING. EACH ONE SHALL CONTROL HALF Stantec Architecture Inc. Tel. 707.765.1660 OF THE LIGHTS. A TIME CLOCK WITH MANUAL OVERRIDE WILL CONTROL THE CONTACTORS, SEE DETAIL S/E3.0. 2. ALL BA I i CRY BACKUPS AND BA[ I tRY BACKUP BALLASTS IN EXISTING FIXTURES THAT REMAIN 1 137 N. bicDawell Blvd. Fax.707.765.9908 SHALL BE REPLACED. Petaluma, CA U.S.A. 94954 wwwialtiezorn 2. EXTERIOR SIGNAGE: THERE SHALL BE ONE CONTACTOR FOR EXTERIOR SIGNS. SEE DETAIL 3/E3.O. 11011 3. BURNED OUT HID LAWS SHALL BE REPLACED. 'Valor 3. EXTERIOR LIGHTING: THERE SHALL BE ONE CONTACTOR FOR EXTERIOR LIGHTING. SEE DETAIL 2/E3.0. ENGINEERING, I NC 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 REFERENCE ONLY PHONE:206-364-3343 FAX:206-364-3363 4. IF THERE IS AN EXISTING ENERGY MANAGEMENT SYSTEM 'EMS) IT SHALL BE DISCONNECTED AND REMOVED. NOT APPROVED WITH THIS PERNT" ai* 11 NOTES (WI - P Fs is - 00164: `�4 Nkfs I NF.'Psi sa ewe No. bide ..... ,023 4500 • m i !O.I A5,, q. 31 1.4", • . _ Babe 0648_10 2010.RONSON RFLE N4 F\J*IL`JL'>M1A1E ELCIRONics\230-437(L E 11GARD,OR\P VrnAwc 06-08-2010 0917 DILL_JIM L J LUMINAIRE SCHEDULE o ELECT�o�oCE DESIGN AND CONSTRUCTION s00260 CALLOUT QUANTITY SYMBOL DESCRIPTION MODEL LAMP BALLAST MOUNTING INPUT VOLTS NOTE SUPPLIED INSTALLED 21 tint 84{h 2k)0c,Suite A p(303)412-2500 Thornton c WATTS BY BY ,CO P.(303)412-254 A 108 ACRYLIC HIGH BAY DAY—BRITE LIGHTING (1) 320W PHIUPS MP320/C f BU/PS PSMH SUSPENDED 368 277V 1 P 2W BALLAST TO BE ALIGNED FROM FRONT TO BACK W/BALLAST PARALLEL TO FRONT WALL. ULTE GC ilk GENEi�.AL. NOTES EHO-320—P—MT—AR22—HMR ALL FLEX WIRING AND CONNECTIONS TO FACE THE BACK OF THE STORE. FIXTURE SUPPLIED VP BY ULTE. ALL WIRING AND MATERIALS FOR SUSPENDING FIXTURE PROVIDED BY CONTRACTOR. SEE DETAIL 3/E3.2 FOR MOUNTING HEIGHT. I. PROVIL7E ALL LIGHT FIXTURE MOUNTING MATERIALS. B 57 ..7 8' TANDEM STRIP DAY—BRITE UGHTING TT232 (4) 32W T8 ELECTRONIC CHAIN HUNG 18' AFF 110 277V 1P 2W WAREHOUSE, PROVIDE CHAIN AND HANGERS ULTE GC 2. PROV I17GE BAGKUP BALLASTS FOR EX'STI N& FIXTURES AS SHOWN ON BE 37 8' TANDEM STRIP W/BATTERY BACKUP DAY—BRITE UGHTING T1232 (4) 32W T8 BATTERY CHAIN HUNG 18' AFF 110 277V 1P 2W CONNECT BACKUP BALLAST TO UNSWITCHED LEG OF LIGHTING CIRCUIT, PROVIDE CHAIN AND ULTE GC PLANS. BALLAST 1300 LUMEN BATTERY BACKUP BALLAST HANGERS. C 12 2X2 TROFFER W/Al2 LENS DAY—BRITE UGHTING (2) 31W PHIUPS FB32/835/U/ALTO ELECTRONIC RECESSED 62 277V 1P 2W ULTE GC 2TG8-2-31—U6R-01—UNV-1/2—EB C—EM 11 2X2 TROFFER W/Al2 LENS AND BATTERY DAY—BRITE UGHTING BACKUP BALLAST 2TG8-2-31—U6R-01—UNV-1/2—E8—E7 (2) 31W PHIUPS FB32 j835 fU/ALTO BATTERY RECESSED 62 277V 1P 2W CONNECT BACKUP BALLAST TO UNSWITCHED LEG OF LIGHTING CIRCUIT ULTE GC D 23 T 2' LONG, 2 LAMP FLUORESCENT WALL INTENSE LIGHTING ITF240W (2) 40W PHIUPS PLL40/835 ELECTRONIC TRACK 0 120V 1P 2W INPUT WATTS 64, LOAD COUNTED WITH CURRENT LIMITER ULTE GC WASH TRACK HEAD E 34 METAL HALIDE TRACK HEAD INTENSE UGHTING ITH85039—W—FL24 (1) 39W PHIUPS COM/39/TC/830 ELECTRONIC 0 120V 1P 2W INPUT WATTS 45, LOAD COUNTED WITH CURRENT LIMITER ULTE GC EM 6 EMERGENCY LIGHT WALL PACK DAY—BRITE CTX618 (2) 9W TUNGSTEN BATTERY WALL/CEILING 2 120V 1P 2W ULTE GC EM1 27 SHOP UGHT WITH REFLECTOR DAY—BM-1E UGHTING IA-2-32—UNV—E5 (2) 32W PHIUPS BATTERY CHAIN HUNG 55 277V 1P 2W MOUNT AS HIGH AS POSSIBLE AFF. PROVIDE CHAIN AND HANGERS. CONNECT PER DETAIL ULTE GC I-_ _-1 W/ 1300 LUMEN BATTERY BACKUP BALLAST F32T8/TL735/ALTO 1/E3.0. WHEN UTILITY POWER IS LOST, BACKUP BALLAST WILL ILLUMINATE THE FIXTURE. WHEN POWER IS RESTORED, THE STANDARD BALLAST WILL,ILLUMINATE THE FIXTURE FOR 15 MINUTES. IN ALL OTHER CONDITIONS, THE FIXTURE WILL BE DARK. EMO 8 EMERGENCY LIGHT WALL PACK ASTRALITE DCNH—W-125-12 (2) 6W METAL HALIDE BATTERY WALL/CEIUNG 2 277V 1 P 2W ULTE GC REMOTE HEAD REM-1-2H-12 PROVIDE ADD'L REMOTE HEADS AS REQ'D. F 8 4" RECESSED DOWNUGHT INTENSE LIGHTING 14 HOUSING WITH ICR49CW REFLECTOR TRIM (1) SOW 5OPAR2OFL RECESSED 50 120V 1P 2W HIGH END AUDIO AND PROJECTOR ROOMS ULTE GC M 14 DAMP LOCATION RATED RECESSED DOWNUGHT, UNIVERSAL BALLAST ELATE M6—ED-100E—M600CS (1) 100W ED17 ELECTRONIC RECESSED 110 277V 1P 2W EXTERIOR SOFFIT OUTSIDE FRONT DOOR. INSIDE VESTIBULE IF THERE IS A SHEETROCK CEIUNG. ULTE GC R 1 6" VERTICAL CFL RECESSED DOWNUGHT DAY BRITE C6V126T/C600CS/HB-28 (1) 26W PHIUPS PL—T ELECTRONIC RECESSED 27 277V 1P 2W BACK CORRIDOR ADJACENT TO SALES FLOOR ULTE GC 26W/35/4P/ALTO T4 5 4 FOOT WHITE TRACK SECTION INTENSE UGHTING SINGLE CIRCUIT TRACK (0) PENDANT/SURFACE 0 120V 1p 2W MOUNT 10' AFF IN KITCHEN DISPLAY AREA, ON CEILING IN OTHER AREAS. LOAD COUNTED ULTE GC I SYSTEM, IS SERIES WITH CURRENT LIMITER. WITH CURRENT UMITER PER PLANS T6 2 6 FOOT WHITE TRACK SECTION INTENSE UGHTING SINGLE CIRCUIT TRACK (0) PENDANT/SURFACE 0 120V 1P 2W MOUNT 10' AFF IN KITCHEN DISPLAY AREA, ON CEILING IN OTHER AREAS. LOAD COUNTED ULTE GC • SYSTEM, IS SERIES WITH CURRENT LIMITER. WITH CURRENT UMITER PER PLANS T8 1 8 FOOT WHITE TRACK SECTION INTENSE UGHTING SINGLE CIRCUIT TRACK (0) PENDANT/SURFACE 0 120V 1P 2W MOUNT 10' AFF IN KITCHEN DISPLAY AREA, ON CEILING IN OTHER AREAS. LOAD COUNTED ULTE GC SYSTEM, IS SERIES WITH CURRENT LIMITER. WITH CURRENT UMITER PER PLANS T10 2 10 FOOT TRACK SECTION INTENSE LIGHTING SINGLE CIRCUIT TRACK (0) PENDANT/SURFACE 0 120V 1P 2W MOUNT 10' AFF IN KITCHEN DISPLAY AREA, ON CEILING IN OTHER AREAS. LOAD COUNTED ULTE GC SYSTEM, IS SERIES, 106', 104' WITH CURRENT LIMITER. WITH CURRENT UMITER PER PLANS T12 2 12 FOOT WHITE TRACK SECTION INTENSE UGHTING SINGLE CIRCUIT TRACK (0) PENDANT/SURFACE 0 120V 1P 2W MOUNT 10' AFF IN KITCHEN DISPLAY AREA, ON CEIUNG IN OTHER AREAS. LOAD COUNTED ULTE GC ' ' SYSTEM, IS SERIES, 206' WITH CURRENT LIMITER. WITH CURRENT UMITER PER PLANS T14 2 14 FOOT WHTIE TRACK SECTION INTENSE UGHTING SINGLE CIRCUIT TRACK (0) PENDANT/SURFACE 0 120V 1P 2W MOUNT 10' AFF IN KITCHEN DISPLAY AREA, ON CEILING IN OTHER AREAS. LOAD COUNTED ULTE GC SYSTEM, IS SERIES, 106', 108' WITH CURRENT LIMITER. WITH CURRENT UMITER PER PLANS W1 III 18 Off► EXTERIOR WALL SCONCE KIM WC18UGDG320PMH—CCP—YELLOW (1) 320W MH MAGNETIC WALL 368 277V 1P 2W ULTE GC X 17 SINGLE FACE EXIT SIGN WITH BATTERY BACKUP BACKUP TO REMAIN COOPER ASTRALITE TPURW—EM (0) LED BATTERY WALL/CEILING 1 277V 1P 2W RED OR GREEN LETTERING PER LOCAL CODE ULTE GC Y 4 SITE LIGHT NIGHTBRITES (2) FSM320—P5T—ISF—PSC (1) 320W MH MAGNETIC POLE 368 277V 1P 2W MOUNT ON EXISTING POLE, AIM AT FRONT ENTRY ULTE LL POLE BRACKET SPRAB-4B (FOR 4" POLE), SBH2-2DB - - A - - macaws,Sbalts-I ~MO Na lr%4.Ian.and Montana*a* .wan Wt+ REFERENCE ONLY ivn IR , OREGON NOT APPROVED WITH THIS PERMIT ULTIMATE ELECTRONICS 1003 CASCADE AVENUE R SCHEDULE . . TIGARD, OREGON 91223 u.1I a1E EJCTRONICS CURRENT LIMITER SCHEDULE 4 StailiteC .RAL CONTRACTOR SINGLE CIRCUIT TRACK CURRENT LIMITER r FEED ENDS FOR INTENSE TRACK Stantec Architecture Inc. Tel. 707.765.1660 LAPOLORII GC (liE 1137 N. McDowell Blvd. Fox.707.765.9908 Petaluma, CA U.S.A. 94954 wwwstantec com SYMBOL CATALOG # WATTAGE§ 8 DESCRIPTION 1 i i 1 i NOTES S125(Xx)-1 A 120 ROBISON DM 1 S125(Xx)-2A 300 ENGINEERING, INC TI1E CLOCK 40 4 Dim* 1 S125 xX —5A 600 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 ( ) PHONE: 206-364-3343 FAX:206-364-3363 uO G CCMACTOR CS • • SEE DETAILS 2,3040.0 w L101414s CONTACTOR CE • , • SEE PETALS 2,310/00 [+1�►W 1 S1 25(XX)-7A 900 l UM I NA I S /! U IPM NT LOWING CONTACTOR CI 0 41„ SEE DETAILS 2,3$45.0 15125 XX -10A 1200 LIG TINc CONTACTOR C2 , • OR DETAILS 2,3, i1E30 ( ) SCHEDULE LIGNTNt'e CONTACTOR • EE PETALS 2,3,8/03,0 :*RN 1S1 25(XX)-1 2A 1440 ' 1, s 2001649004�•t14/ AL ON/OFF/AUTO MANN 4 1 SEE DETAILS 2,3M3.0 &° ' 4,p ti, Ian Stara No. Spain 1S MITE T DELAY FOR FIXT1 NMI S SEE DETAIL I E3.�! 4230 _ MS ! . en ONE-L ONE-Llle DIAGRAM AM Waft tib, MILER POLES •" • _ . ....' ,,,,,,,,,,,,d !O.2 6_ . ., 4- Ly=\ 2 a" 06.064, V • CCPyRIGHT 2010,RC ISar DiGINEERK INC. RREMING F:\.RILVI IMA1E ELEC1RC ICS\230-437 UL1E 1)GAR0.OR\OwAEOZING 06-06-2010 0917 JUN ® u L 1 L■LJITTV VI R 11.Rv1 I I II T. 1T1 11LJT1 VLP I I W'1.r T , L I EXTEND TO (N) PANEL L AS REQUIRED TO REFEED SITE LIGHTING. VERIFY A EXACT LOCATION WITH SH OT1. C D ' 1-7Th ,,------„, P --- � 77;-----------' 0 C LAC C IP a`GIDC 5 LOCATE (2) FLOOD LIGHTS ON (E) � ��� Y ) SlTE LIG T POLE. CONNECT TO i ► .•; DESIGN AND CONSTRUCTION EXISTIN SITE LIGHTING CIRCUIT. TYPICAL 2 POLES. ( I I 321 Webt 84th Avenue,Suite A p(303)412-2500 /4 0°,41 . I Thornton,CO 802b0 f.(3031412-2514 EUI 2.1 • c 35 A-37,39,41 / / \ `� �. SHT NS NOTES . s VIA CS `` f �,, L-18 I I I. ALIGNED INTERIOR ROM FRONT TOSBACK BE EMI r 2.2 PROVIDE • VIA CE •- SpRINKL - CAM O (C L-16 IN/BALLAST PARALLEL TO FRONT -_Al ,. A CE 0 WALL. ALL FLEX WIRING AND 410 { } II, j �' REQUIRED. } I ( > � -'�" _"''"� @ CONNECT IONS TO FACE BACK OF i �'■■ .ads. �..� �.�.c .- o t'y.. ..- •� t '► II.��'____r ��/ I '� s ♦ i. ii �.._._ : -- -I.._.___...1 .-1 =•..►` _ - ,. .r•►. - STORE. < B > <,..[ L-4 } A-6 ( W1 } 22 M 'lr∎lif!�`�.l�!r L 6 W: t ink A Ior I /k A�► F XTUR.E�AND I RING TODSAMEL ARE MI F 1111 II Mr 2.L-6 c L-14 L-6 d �/'u \im -1 L-3 - ii�II u ,ME . II' L-1 L-3 L-1 3 NEW. A-18,20,22 ( � � d �� ; . 4),---1 1l ail =� �IL-3 3.VIA CS �� �,t�••_�� voN, ALL E RIOR LIGHTING AND __. __' ir _ �` 1 1 �� t 1 1 �t I 1 L-12 ���' - o �„,1 1.8 L-7 CIRCUITS WILL REMAIN. EXlSTfNG[iii i��11�t��4;:'�/ •• •• •• 8 L-4 :126 •• A ., CIRCUITS AND LOADS FOR THES L-s ,;F EM1 _ VIA CE ��L_1 mu� I� ,/ +�u�// �\�� L-1 L-1 { _ } L-3 L_81 L 3 L-3 I L1,1_071 _ ■ DEVICES ARE SHOWN ON THE PANEL �,, ��.����.���.� , VIA C1 .. L_3 � � ( EMI } ( EM1 }� ( EM1 � SCHEDULES. 4 11-. L-8 VIA Cl 1.8 L-8 SEE DETAIL L-8 L-8 /--- RTUa EM1 1/E .0 1.7 0. c ! lLlUR!I V _- 1. 1.7 1.$ / L-7 - KEY NOTES 1.0 _ (TYP) A �.�► (TYP) A - - - - ` BE - 1111101111 R - ! - - - - - :�i - i - r -Ala 7.-- - 2 I.I CONNECT FIXTURE EM TO HOT LEG OF fir , x- ii/� - MI II LIGHTING CIRCUIT, AHEAD OF LIGHTING L-26 L-7 I L-5 L-? L-26 L-7 - I L-7 L-5 CONTACTOR. II iIN s9 midi - L_64*:i L-7 12 CONNECT ALL KITCHEN DISPLAY - L-4 L....6 11111114111,111111110 VIA 6 G L-5 VIA C1 NW" TRACKS DOWNSTREAM FROM ONE / 1l VIA Cl V ON RN L-11 clOOW CURRENT LIMITER (CL7). SEE d • d �� -�► �i d DET AIL 2/E3.0. 0 \c( '( VIA G1 I L-9 L-11 I L-9 ( X L-11 -9 L-11 L-9 I L-11 L-9 _ 1.3 CONNECT ALL MIX N MATCH TRACK SECURED UJARE-4O S'-- L-11 ,a..,, LIGHTING DOWNSTREAM FROM ONE B > I EM1 =� r - EM1 I 1 r I ail I I _ 121 } Cl C1 L 4 ( ( } gocW CURRENT LIMITER (CL�). SEE �-- -- Al L-8 L-8 L-8 L-8 L-8 L-8 ■ - 1.7 gl DETAIL 2/E3.0. L-6 - 1.7 - II - L-13 L-15 1.8 I � � - -� 0 L-6 b VIA Cl VIA Cl < (TYP) L-15 - - - - • - - ! - ,: - - - - - (TYP} - - - - - - / 1.4 CONNECT ALL CAR AUDIO TRACK II rt �� ;r .7 LIGHTING DOWNSTREAM FROM ONE '� MI - gOOW CURRENT LIMITER GLrt . SEE (EMO - L_4 L-13 L-15 L-26 L-15 L-13 L-15 L-13 L-15 L-13 ( ) DETAIL 2/E3.0. 1 ( BE ( B a ( BE > - A-13 L-17 N1%,„.N L-37 L-37 _ VIA C1 VIA G1 1.8 yr 15 SEE SUSPENDED TRACK MOUNTING III T10 y�- , [ ., 11,6 C2 �1► ■ DETAIL 2 3. . _ ( I I L-19 - 0 lb SEE SUSPENDED TROFFER MOUNTING 'I X a 0 1.2 t ; L-24 A :� _ � ( ) SALE OOH' A _ DETAIL I/E3.1. @ L 4 1.5 .�; Cr• �k 1a2 A k A k VIA CE L_37 III IF W �r " ��r II "�' L-19 L-17 L-19 -17 L-19 L-17 L-19 L-26 1.7 SEE HIGH BAY MOUNTING DETAIL 3/E3.I. t *- A-21 - lb NIGHTLIGHT FIXTURE. CONNECT TO b b b T10 14I VIA Cl I i ( EMI > I I ( EM1 }I 1 • •-•_-_. • • I I L-24 IL-24 L-24 I L-24 _ �''; - UNSWITCHED CIRCUIT. E ( EMI } 3.5 NJ, 1.8 1.7 1.8 1.7 L-19- 2.1 PROVIDE WP DISCONNECTS AND WIRING 4 I A ( P� Ii ( ( A } _ BE EN LE 1 I ERS AT SIGN LOCATION. COORDINATE INSTALLATION WITH - - - - - i a - l - E - w R - - - 11, - - - - - ,r ARCHITECT AND EXTERIOR SI GNAGE.Ell L-37 L- L-26 L-23 L-21 L-23 -21 L-28 L-21 L-23 L-21 I i L_21 I I I I 2.2 PROVIDE TIMECLOCK, HOA, PHOTOCELL AND LIGHTING CONTACTORS PER a a VIA C2 ,� L-23 1.8 - ■ - DETAIL I/E3.O.OW L-37 .j I 1.7 VIA C2 11.7 I 1.8 ( 3.1 CLEAN AND RELAMP EXISTING FIXTURE. ( BE } L-4` '' `4 ilk O A ITYP) I � m� A >.■ ,it A A k REQUIRED. BALLAST AND/OR REPAIR IF MI 117 II ir up 111! $ 'ED 41 y MI PIF L-33 VIA G. _ 1.1 I I L-23 L-25 I L-28 L-25 L-27 L-25 L-27 L-28 L-27 _ - 3.2 REPLACE BACKUP BA 1 LRY IN (E) EXIT ( B { B � EM �_� ; I =_ SIGN OR BUG-EYE LIGHT. �_,_ `iI._1 I /�r I I ! ( EMI > I /t- t,� w► L-24 L-24 L-24 L-24 L-24 24 �' _ 33 PROVIDE EMERGENCY BACKUP -29 _ BALLAST COMPATIBLE WITH EXISTING L-37 L-37 '� i 'IliI !!;r _ 1.7 ALL at 11241n1/1 ( A } 1i FLUORESCENT FIXTURE. _ i a I I (TYP) I A-313,32,34 a F/ --- L-25 �i ii 'i 'i ii �i' :: - VIA CS 3.4 REPLACE EXISTING LIGHT WITH (T ia 1 7 I11 Ul d � I VIA C2 L-25 - L-25 +4�, L-27 -29 - L-27 - L-31 L 27 L-31 2.1 - RECESSED DOWNLIGHT ON EXISTING A < X t- - - - - .•,�.� - - - - - - CIRCUIT. U VIA C2 ''► L-28 L 27 �. ..-.. 1.8 1.8 35 REFEED EXISTING EXTERIOR WALL ' i■'�� �. w/ TU®1551 a N V- b b b ■�i�a_���►a�►��' A..C L-4 I 1.7 ;__.RTC-'S3' PACK FIXTURE AS REQUIRED. L-35 I ��■■■,i': '-'ti j1 I I A I (TYP) r I A -31 III r NW rE A� i� �� �� j �� �� Mil W R_ �' s-. 1 1 1 I I I t I �� t I I I F 11 11 11 1 ��T - 1 � I I � 1113111 il a �il ! L �I1'� ' . L-29 L-28 -29 L-31 4 L-29 L-28 L- E't� ( BE �'!over"�= 1.8 L-31 EM1 f EM1 - ■c�a■ t. L-37 L-37 37 ' ���:�■.-, VIA C2 scz SLEM-12)41 } ff' {I ! I i 4 t I ��'����L� I L-29 L-24 I IL-24 L-24 I L-24 - a ° II!'a�I MI VIA C2 HANGING GRAPHIC L-10 I - �,[ ��1I�.�� L 1 t1 - - L-37 � � VIA Cl - Ilan Cluck etiaMttal MOW 11 b L-35 i L �,L_4 1.1 _ - No. f•nrwleine and rpl.rr�eaw./iis.ron. Pate Data TIGARD OREGON .liii � .. RS 11 Ilk"I- - - - - - - MEI\- I--I-iaGalinill- hl' - - sic- I - E ULTIMATE ELECTRONICS ( BE ) ��.�� r� .�! 1f b 11� T 1003 CASCADE AVENUE b 109 411■11{ � L b ( BE > b 1�r�.-_ '� � . _��� _ CAR IN:, �� { w1 ) Tc�,a�, OREGON 9�12�� lli II L-37 L-37WA► uou5� B L-37 L-37 ( B > L-37 --r 1 �■� '�'i�l►i■■►. L-10 L- 0 B L-37 I►9 L-37 al EPPrior--cr a b a - ' ° �i f���il FAN Stantec Architecture Inc. Tel. 707.755.1660 ‘lIl a 1 • r/ sue►� B 1111111--`- _ � L-113 FAN 1137 N. McDowell Blvd. Fa x.70?.755.9908{ } b b b _ Petaluma, CA U.S.A. 94954_www.stanter.com a( BE ) b a < B } b a b a b a { BE ) b a ( } � �� I►�`.,..---- . . . - _....._..,-- •..- .-- .�.�----- .,,...... . _.....---- ....---- - ....--- .A..-_..�.....--- rims 1. L-37 L-37 L-37 { B } L-37 B L 37 L ��i m 'di I L-10 L- 0 y ROBISON L-37 E ,-g _ .j ���J� a b a - ENGINEERING, INC < 111111111111 Drain■�� \�■+�' `Q4 _ _ 20300 19TH AVENUE NE.,SHORELINE,WA 98155 1111 • L 4 _ _ um_ ` NI 'm L-4 o c �= 0 , PHONE: 206-364-3343 FAX:206-364-3363 CTE1 1dy.� -'. (EMQ } ,� .� / L-2 � � {EMa } "� "! 3.5 I 3.5 ( W1 > ( W1 > I i N e PLATs AN CO REFERENCE ONLY ' awl Drab _ lisgagiv4e004 THIS PERMIT -, fl Fs NOT APPROVED WITH TH I, ��1 fi��s, u. elf r,.Na ice.A D i ) A-24,28,28 G )° 42; FLOOJNLIGHTING . .. 4500 Drama pia e moused E I .0 6 SCALE: 3/32' = 1'-0'' 'S'• 0 • 1 ,;' .(1 M \ 0 aae. 06-08-I0 COPYRIGHT 2010,ROBISON ENGINEERING,RIC. \230-437 UM 1GA ,OR\OVAE10.0111G 06-08-2010 0917 JUN 0 9 2 11 rtiL... .....1 m A L... J i---\\ /7 ,7- I A 5 ((-.7) ED ( E ) CI ) _ _ .._.,,' '\\,..--2) (\„,,, i 0 ELECIPROMOCO _ --"/ r --. , -,.;- 7 Al r-----N DESIGN ANC) CONSTRUCTION Si U I \\, 321 tile6t.84th Avenue,Suite A p(303)412-2500 PROVIDE SERVICE LATERAL A 1 Thornton,CO 80260 f.(303)412-2514 AS SCHEDULED. COORDIN A //, 1 I / , INSTALLATION WI Th UTILITY UTILITY • 6ENERAL NOTES UNDERGROUND GAS AND / , WATER PIPING. \ I. ALL ROOFTOP/EXTERIOR POHER IS • • • \ \ EXISTING AND HILL NOT BE MODIFIED BY \ THIS PROJECT. ALL RTU CONNECTIONS, SIGN 0 0 0 0 I \ \ \ • CIRCUITS, CONVENIENCE RECEPTACLES HILL I 5.1 1- SPRINKLER GM OFFICE REMAIN. EXISTING CIRCUITS AND LOADS \ all11111"1111____I a la4- FOR THESE DEVICES ARE SHOWN ON THE 55- ....N. MN 0 r-- EMI ' -1 \ PANEL SCHEDULES. D 11111 a \ \ I ' 2. EXISTING CIRCUITS ANL? LOADS FOR THESE 1 I ,I , I. 1, 1, 1,91 01.111•111111111111116. 7..7.... ..,.....,_,4_,.....,_ ..... =.90 7..... .....11.7.7,,Td-arm_,,,,,: := ...tri .........-7--im L,..,i3=r17.1 ilWriii111111111.1111111111111111111111111m ........0 ir•••■••0 0 DEVICES ARE SHOWN ON THE PANEL illiri dtiltIM T M 1 L B-; -4 "'"Ilmoll 11),/ F-27 ii. vEsTiBuLE 1 ' " i'ill---41111MILITIari M E!!:Ail.NM Willt,11119,-' 61-M.EV.ii-- ..1" 11-1111 \ MI - SCHEDJL ES. I 0 . 0 mor I I% 111 i 11 \,\ A-9 Ti T1 PP ..., 101 A KEY NOTES to B-30 k. F-29 lal A -1 .1111Mallitail . - 18 - PRO , i - AIL i IligillIMMIll F-21 1 I 11111 I - - I 111411 L,•._21 on . 1.1 PROVIDE DUPLEX RECEPTACLES PER DETAILS ON SHEET E2.2. , [1T:1 iriTI Tim - Jr;11..aniMt71:1_4-:11..rmnsImpramfiffr.:2-1...iw,! rz-mmiswei--..-----1..._-r...,---,-.7..m....el m. :iii lkeiwlp..... . out;mot ji Iliosimppoodkni7,, - Wot.aosums.-L_Am ■ - TO Pal MPLIPAW')-?' ' --L- -:- - 1*-1--•-.41 -- -,.- -- .4,,,- ...iirm ...ownweilicriz .- • -.• - v i 1,:- • . . . . . 1 1 2.1 6%,111 • 1.2 PROVIDE DUPLEX RECEPTACLE ON COLUMN AT Ib" AFF. IF TI-ERE IS AN (E.) OUTLET ON , :I 1 1 Ad 6 ' CASEWORK F-36 ■ V71 0 i.,a 1 I 1 - Ill 1 ■ THE COLUMN, RECIRCUIT PER PLANS. 1 F-25 N 14.4A 3- • 1 .1 I r ,1 . B-26 B-28 P F-tfinaN 1.3 PROVIDE OUTLET AT TRUSS LEVEL FOR Res ir' I. TA n: B-24 •111■11:1 IIII MOM *-51---j F-23 7-----RTLI-'Sr F-17 ...." ,_. ...0 BILLIARD TABLE LIGHTING. CONFIRM 0 ie i 7 - _ 811111111■11111 i F-28 I LOCATION HITH CONSTRUCTION MANAGER j Inillin I_• REF REF REF. EF Eli REF REF REF_REF REF,REF REF REF REF ME I [ PRIOR TO ROUGH-IN. INSTALL ULTE SUPPLIED ii n 1 isisii im- aei ei. e ael a 3.-1N9.-_, 1 •EE / ...____,.-77'I C3 FA1 s o .." HANGING LIGHTS. SEE DETAIL b/E3.I. D _ _ - - Mr' 1 a .,ii■ _ : 46411"..& 441) 1""""."" 1.2 .... - , -- - 1.4 PROVIDE 220V CAJTLET AT AIR •a 1!4* II. 74;-um- i 0) 1 H Fi:: t. .._ . 6141111 2T in 181 1111-1-1- rm.'rammommosmo ,, 01 ...---- ‘\2,)(--- COMPRESSOR. AND TAE3LE SAW. VERIFY III I - r .11 ipki.i .„‘111 I B-11 .._,... I v ,/ I .. -441..... MIN 0:...cur-am.allomilm 1 i qD coNFi6uRATIoN HITH CONSTUCTION Goa -::= saa . ril MANAGER. L-T 5.1 ,,,, 1 IRTU 58 1 _ . - -I IMITII \/ il it R IL e Ds\61c-13" i _ REF REF REF iiz4,-...61..-.....gl- F REF,REF FEF REF REF REF REF REF REF REF PP-II 3,5 0 • 15 PROVIDE DUPLEX RECEPTACLE AND •VI 1 5.3 ,...-.--, . ji MEN'S rIsho•ii a a.d:t 4a-dortQl.:_i...7..- a?:i ael at4 E'el- 3?:4 EN a 4aei E :1 a?ti a :r „...._________ r _i__, 2.,11.i. Il II R i OP I COMPACT FLUORESCENT LAMP FOR ULTE !_ A-f I 1 I I 0 , 16\ / 114 x mem N. MI mu mil . . SUPPLIED OVERHEAD REEL. INSTALL REEL. n DSD ' .....---1 ........ - ,.....--, 1/40 m7i_....14L____i PR.AONV1sDniE PO R ._ vIciaL-4 • .) 'IIIII ,VA ON STRIP Goa - I sa3 ' Illgnll 111111 NEEIII ,1 i_i Lb PROVIDE QUAD RECEPTACLE MOUNTED I ABOVE ACCESSIBLE CEILING FOR A-8 I 6,ril 400 r,,,. 01ril_ still 5ECURE1) WARE1-10USE e ' 11 - --i:--- --i EA. SECTION III* SEWORi t: ....,,, ,,6 F-34 gia libirp ill , _ ed PROJECTOR TVS. _ ...Nor ilikv MC II ' - I:1 SPIRCIVENSORMIDEATEIC DUPAT EALEXcHREp CAEPTIR 0FACpLEADFDOLREs. 121 RTU-6 I 1 1 I IdTR-E-F-1 laIMI r ., -,_t 1 te)1111 nt PP-31,3 ,35 1 0 0 !t . ...! 91111L. 7. lk. I- • . ----, RECEPTACLE SHALL BE LOCATED NO MORE 7, a'atl 'ailiiiiiiiiiii a ( •' "~\ -N\ if -' -,\ --,, ( ,,, ( --,,, ,-- i \----. MI IIII MI it IIIIIII I ROOFTO .7---ix ... • . . EMI - , 0 THAN 1110 FEET FROM ONE OF "THE I 1 urn I 1.2 I 1 PIA III II 11111Fill I - I I I - 64___'. BENI wor, D.., Ill F-2Il 7----- PADDLES. 0 B-38 -.. WI In 7_71c-ii,.1 - IN - 3 ) i.s. PROVIDE WNCT1ON BOX AT CEILING FOR - ____ - PP-81O1 • (1) a iii - 010E-20 - ct _ = - r 1.2 a rim , Neliamiiii .. f5r,4 lip!), -WPM@ mil Nimill 4.....0) 7,4) 7 \,,,,„..7 ,,,.7 7 c,..) 7 ,„,,,,..) !:,,i- 0 -0- /.., ../0,- II II III _ FUTURE USE. A ,,,, F-22 B-12 11111F,Mi---- 110 iFfuirou / „. ..... . „, litlitir"--6-11111( ( ‘ ( -'■ ( \ ( ( ( -\\ ( -.' ( -\ r i . SEE ETAIL . I I F-15 ' illill 0 1-A a •,4 e A •- 'N. L L L...., ocorf ocatef octet owlet (S) .„,,,.. Ell. 1E111 11E1E111 - vficiki [.\\\\ \ \\N 2.1 PROVIDE NEH POHER/SIGNAL. POLE 111TH ...-.. rik „ LI a a "11r, ' 1 ,UCTION BOX MOUNTED AT CEILING DECK 10HP,480V3P4W 1 r r f., lid 6 t..21- 19 Eli v,...1. , wy , . AND THO DUPLEX RECEPTACLES AT THE t 8-14 -,., FA 2.1 r r GOG - 0 GOG F-12 wm I 1 i ' ,INI I ,. Addighs., r r- MIIIIIIIMIIIIIIII ' - BOTTOM. COIL 15 FEET OF EXTRA MC . mom 4 ,..., 0 0 il I molmion CABLE OR FLEX CONDUIT AT THE TOP OF a 00. ..... 0.4, ok0,-, ,...., 0.,,,, ,....., .m..1 0..., 4....., „..- IN 1 _ yr:-• ,.,10 AIM I, crAinill ) ) ,,,,, ) ) ‘, ) k,._ ) k,.. ) ) ‘,.. ) ) f\A 1 ' Mi u t) 6 di - . V laakt ----- J EACH POHER POLE. COORDINATE ii FEE 1 r.r.sIN i i rut,. , [ „ imslrass*FR i LOCATION WITH CONS-RUCTION MANAGER 1.,-..$ *. 0 ( '`, 0 0 ( '' ( -s\ ( . \ ( -) ( ( r i liall RN k;11111MCIIIII MMI= - , IOW !LA: t; SE**it• &Jowl usitt uswit uere wore usoet u4seef i.tolef uvref .01.0 "-- sish..,„ 3BEIEF30.171/E17,4TAL., ,,LI,N,4.POLE. SEE DETAILS II B-16 ,, •": IWImi -- MIN .i7." ..a.7-1; --i- 9- 1, ,. - (I) Arimi 1 .01111g. n. Filmitili Fir 5/E '.1 oralmi .7 .... ... ... : fl. ..4...I ---_ ... ..,. 11137 1.2 1 FIVIn""Trialm --, -,,, (--- 1 L.77.:z.-sam\s, ) ‘,.... i ,.....3 olizi r1-"*!r4ri CI ...._______„ ,,,__________, _ Pr"---Iiii111 1111111 A e Eil- rn EN ,---1.0 44... : 0 L.p_ O.. IL ... . o ir 1111111,11137_11311 79riclat.4 viaaki ..11.,.. Iii 1 1 - - . 2.2 PFR0REVESIDTEANDONIENGDEPDO:,ASEETEDDSENTAFLILEX3/E3.4. 2.3 AT EACH PAIR OF COMPUTER TABLES, 2.4 pRRECoEv1:1-r:CaLiEN SEE DETAIL 4c/..73c.)1N. :0UxNDAENRE) EcAoCNHNETcA,TBI TABLE. 1911°M.-, ,3 I I I ' I 49 - - - - - B 20 r _ .i.., _ irm .. ... _ I I B-2,4 :--- PI tiirm I I _ C-5,7 2.11.-17 _ , .111116-- It- • Ismilems■-- 1"-1-ailmie - - i 4 TO COMPUTER SERVICES COUNTER. SEE DETAIL 2/E3.2. I ill 90c4 Nom Pill 1111-„Tillel Ba - - - - - - -111111111r- niiiiji B-2 11 , , 1961 „ _. vyic,....., ill 411 25 PROVIDE ...UNCTION BOX AND CONNECTION ,--- @1,1_.,_, ,.• .- 1...*-1 latillialin- um! . m a 2,4 fr • TO CASEWORK TACLES II 11 VIOF p KM *. .._ B"r • IEM II _ AND/OR LIGHTING. 7 ii. 1 4.1 C-9 11 AriT 1 SEE DETAIL ry a era- 1 3.1 NOT usED F-5 i_ I [ \ 6/0;3' foNv --iddv - - -swr ceiv1-1-11.2 - B-39 0 Elti, a. - Ill H 3.2 NEIN AUTOMATIC DOOR. PROVIDE POWER 1M= 6.,s7, Al _ 1 ///0 i 7 . 15 7-7 111 1 - 07` A/ '----1 01-151 / ia'flOc;{ Af7 liumpri Fk, .. vr, C-- 4■ KIM I 2.1 I •EI g0.1 AND CONTROL HIRING FOR COMPLETE, _ - .i. Lot -., my C-4 2.1 I -rri e,Ea- ;... -- 1,),---- In III I - , 104ORKING INSTALLATION. 0 i 1.6 r., 2.3 I MI ( -Inn nit. 53 CONNECT NEIN COMPACTOR TO NEH . _ I = .,..i , 1, C:01 '0-29 'Chlk- ,i. ili il 0 . = . = i -: \\E\3 1111: 1.._ ---, +12s" 1 _ CIRCUIT AND DISCONNECT. - so , . 1 C-1 F-1 ' 1111 .1-11111 11111111 Ill !EMI rill MEM - 4. 2.1 II w 0-I iai _ , 4.1 RUN CONDUIT ABOVE CEILING, BEHIND PR4JETIet.E. Nivfi . - 6) t 1 III ff)tli MI 11111 III - ;j'ti - -19 ,D1\111G1-174 2J'i I 111 I - 1 ' SHATAN:1761 NeGRAPHIC CSEE' TODETOPTAILOFI/EFREE3.2. F-7 E 3.4;7„44.4tc10E3 ...., II all 1...,, in 1, B1 ia 0 MNIF0._ . -,,,...„,1 CY LI:--29 I, MIIIL iiiimmr a - 8. Ill, ii.!II __ i ,t B'-' me III mi° = • D 5.1 PROVIDE NEIN ELECTRICAL EQUIPMENT A5 PIM '--2 .I - - -55.5 mom 0 CD 0 = I _L-1 '0 1 2 _A . •• , •:__ --,...---„, 1 _ _ --') _ _ - E - _• "" , ..,..,„: mows - -rrHc.7-.,.. _ _ 4. - I 1.2 IC° - C ill . - I - 1 - (-----2) INT:AGATE!, ON ONELINE. C DETAIL Is B 14'13 41 B-41 C-25,27 B-41 - • 1111' 1 1 5.2 REMOVE FEEDER CONDUCTIONS FROM _ 4fE3.3 --4141 .1,.,_ __,,I, -40 e,..KEN ... 0 NiaiNI1001 I I - I i CONDUIT PRIOR TO ABANDONING EXISTING 41 hi PANEL. = =A gill -i...7.-c.c., 0 1 . = -ion IIE, C7 .6.,IM IP II, . - 1 . ''\ IMMO , SE -1 for:w:vive: ■ -4 "z -14 ,2 ."- ', 1 C li 2 1 rm 1 _ _ ...... bil Egli In /7----Roi:TU-'14' 1 I _.... 7 1 2.1 1 I fil = . , D I - 53 EQUIPMENT TEST STATION, SEE DETAIL 3/E3.0. I mil%, I Illgia IIII E1611111 WI ,, pro D TAIL C-8 --., ...., % ic III 111 ,r.i 1 11131 17.1 - '''' 4(0 jr.ra a oil I Im MI ', - .,-, 1 _ 54 EXISTING POHER TO REMAIN. RTU-'51' 5 E3.3 \--- (i) RTU-5 liiill II iev6, 4 ......z__ DETRAI •m===3 .. ! ,.1 1 11 I .141qi•11 1 C 1 0 / li III ir:i 1■111111 i PP-25,2 r,29 Ill '71 ROOM- 1 II i a. 11•11 1 / il *MI 1 !II ki .111 1 IF p Lk --- =-1 4 e PP-19,21,23 ROOFTOP DSD ii. i, 1111 III IN MI ' GOci 1.1 ........... o t ii - SEE DETAIL I I -a wx4.1 ..- ... 116 im KA- 11,6415,17 w ROOFTOP DSD , I A COORDIN 'TE WITH RAcK INSTALLATION - • ''."'".4i "" / • G-LN e5zP 1 i= 1 ____,,Pyil 1 MI L: GOa-IL K T1.1-2 0 PP-7,9,11. = III -- 1 _. 0 Will11111•1111111 1 IN111111111174115L1P II SEE DETAIL I r 1 - .., I; i it . - _ - - - DSD 2/E3.3 -------. I 0 DSD ..., , 1 +1 ' il a \ !.11 1101,;+1 304 30"` ' I. - ROOFTOP *A-8 - - *A_8 2/E2.2 31 T.V. SECTIONS I Plan ChM*Stiomittal 113110,10 RTU-7 :r1 • Hi, , , los .... %, id PP-37,39,41 A-8 ‘,....:7 I 1.-11111111111111111111111111111111111111111111111111111111111111111111.1111111111111 1111111111111111111111111111111111.1111111111111] pia. Pleviekans avd ttlestonei AlskeikAgoes Mt. ■ ROOFTOP 11161-"leceriiite [IT L _11, , L : I , A i 0 ELEC'FROMICO DESIGN AND CONSTRUCTION 321 West 84th Avenue,Suite A p(303)411-2500 Thornton,CO 80280 f.(303)412-2514 GENERAL NOTES I. AT TV HALLS, COORDINATE OUTLET LOCATIONS WITH THE FIXTURE INSTALLER TO AVOID INTERFERENCE WITH THE TV WALL FRAMII•16. I 4'-O" 4, 4'-O" 4, ..,, I I I ,,- A. El El El TL-27 TL-31 TL-33 TL-35 TL-37 TL-39 TL-41 TL-2 TL-4 TL-8 . 8 T1.-9 fil IL-11 -,17 TL-15 111 IL-17 EFL-19 11 TL-21 g TL-23 TL-25 TL-25 TL-25 a 0 a a a 0 0 a 1:21 111 '10 0 0 0 0 0 0 0 0 1 w - z a 1 TL-9 TL-11 TL-15 TL-17 TL-19 TL-21 TL-23 I- 1 TL-27 TL-31 TL-33 TL-35 TL-37 TL-39 TL-41 TL-2 TL-4 TL-8 b = - . a ill 111 II [:.] m El El 0 0 o o o 0 0 < m to TL-9 TL-11 TL-15 TL-17 TL-19 TL-21 TL-23 TL-27 TL-31 TL-33 TL-35 TL-37 TL-39 TL-41 TL-2 TL-4 TL-8 1 .i, \ o IM 11 [1] o o o o o o El II 0 0 0 0 0 0 0 0 0 0 0 0 M 0 .0 1 TL-13 TL-13 TL-13 I I TL-29 TL-29 TL-29 TL-29 TL-6 ;I- . ci DJ CI 0 g 0 g 0 1 ..„,......,,,,_ . ,,.. , . --- . z .._____i L____R ..- ,, I / I / I --/ 1 "_____„ —/ / I i (-0;"----'e 4'-0" 4'.-0" 4'-0" 4'-O" 4'-0" 4'-0" 4-0" 4'-0" (-0" 4'-0 4'-O" 4'-O 4'-O" 4'-0" 2'-O / DOORWAY TV WALL DETAIL 1 SCALE: 1/4" = 11-0" E2.2 TL-10 TL-12 TL-14 TL-16 TL-18 TL-20 TL-22 TL-26 TL-28 TL-30 TL-32 TL-34 TL-36 TL-38 TL-40 TL-42 B 0 0 Ill 8 111 0 0 0 61 8 III El 0 O 0 0 El El IM , z -_-_,- I TL-10 TL-12 TL-14 TL-16 TL-18 TL-20 TL-22 TL-26 TL-28 TL-30 TL-32 TL-34 TL-36 TL-38 TL-40 TL-42 1, 1 o b F- 11 M a l o o a . a Li 0 o o o < 0 E N 0 H 0 0 0 0 0 m TL-10 TL-12 TL-14 TL-16 TL-18 TL-20 TL-22 TL-26 TL-28 TL-30 TL-32 TL-34 TL-36 TL-38 TL-40 TL-42 10 1 El g El 0 0 El 0 0 8 .E] 0 0 0 O 0 O Ed P1 El TL-6 TL-6 TL-6 TL-24 TL-24 TL-24 TL-24 T1.-24 lo 1 El 8 El 0 0 0 0 0 O 8 0 . ....t. r '■ \ ‘ #*' '.. ' ' ' I , 2'-O '" 4'-0" 4'-0" 4* /-0" 4'-O" 4!-O" 4'-0" 4'-O" 4.-0" 4'-0" 4.-0" 4'-0" 4'-O" 4'-0" 4'-O" 4'-Os ," .6- TV WALL DETAIL 1 SCALE: 1/4" = 1'—o" E2.2 - - TL-44 TL-46 TL-50 A - . 0 0 II II \ Plan Check litinoltetal COMM , No. Rovielons and Milestaia•temendssiono Pata TL-44 TL-46 TL-50 b TIGARD OREGON \ 11 q El 1 b ULTIMATE iLECTRONICS 1003 CASCADE AVENUE TIGARD, OREGON 91223 TL-44 TL-46 TL-50 b 1 B al El . r•• ..I Stantec TL-48 *9 Stantec Architecture Inc. Tel. 707.765.1660 --4- 1137 N. McDowell Blvd. Fax.707.765.9908 H. to I -1 ,... ,.. . Petaluma, CA U.S.A. 94954 www.skultmcom I I I REFERENCE ONLY o i T, 4 1 ROBISON 41-0n 4'-0" NOT APPROVED WITH THIS PERMIT VA, ENGINEERING, INC TVWALL DETAIL 2 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 PHONE: 206-364-3343 FAX:206-364-3363 SCALE: 1/4" = 1'-O" E2.2 . PONES P!TAILS—TV HALLS tow p Pim . Pm**Ma 2001649004 .st;;'.ica 1 N k- "St9 41 7 423 0/0 14, WM etas$0. !Mahe ' 4. 4500 mow No, 1 -:'in Ilkwiesed '4? 0- '5' 31 \ ..),g,,,..... ''' 4-;.-'''\ Date 06-08-10' E2.2 , 1 V COMIGHT 2010,RCSISON D4GINEER940,PC. RFLEMNG FA_RHL\JJL161KIE ELECIRONCA2.30-437(LiE IGARD,OR\DWG\E22.0WG 06-06-2010 0916 in 0 9 2010 1-- ,.._ ..._,- --v- L .1 _____I I— a A I 1 LIGHTING CONTROL EQUIPMENT SCHEDULE CONTROL POWER BLOCK DIAGRAM 0 CLCCC4[ CQ ]pCO QTY. N.C. QTY QTY GENERAL ELECTRIC DESIGN AND CONSTRUCTION LABEL CONTACTS BASE UNITS ENCLOSURES QTY ASSEMBLY P N 12OVAC i 321 West 84th Average, p / / Suite A (303)412-2500 C1 16 2 1 1 / CR463L-8AJ-1 i Thornton,Co 80280 f.(303)412-2514 1 / CR463L-8AJ CONTACTOR SEVEN DAY CONTACTOR CONTACTOR CONTACTOR CONTACTOR C2 10 2 1 1 / CR463L-8AJ-1 CL TIME CLOCK CE CS Cl C2 1 / CR463L-2AJ I I I CE 6 1 1 1 / CR463L-6AJ-1 H-O-A SELECTOR SWITCHES CS 8 1 1 1 / CR463L-8AJ-1 TIME DELAY RELAY, 120VAC COIL IN NEMA 1 ENLCLOSURE CL 2 1 1 1 / CR463L-2AJ-1 1. CONTACTS TO CLOSE WHEN POWER APPLIED TO COIL. 2. CONTACTS TO OPEN 15 MINUTES AFTER POWER APPLIED AND REMAIN OPEN UNTIL UTILITY POWER LOST NOTES: 3. WIRE-NUT TOGETHER INPUT WIRES: Wht/Red & Wht/Biu 1. NEMA 1 ENCLOSURES, LOCATED NEAR ELECTRICAL PANELS H-O-A LABEL LEGEND 4. MOUNT ON SIDE OF CONTACTOR ENCLOSURE 2. CONTACTORS: ELECTRICALLY HELD WITH 277V, 20A RATED CONTACTOR CL ENCLOSURE CONTACTS AND 120V CONTROL COIL LABEL #1: EXTERIOR LIGHTING 120V HOT 3. SEVEN DAY TIME CLOCK: INTERMATIC P/N GMX894-I-120, QTY-1 BASE UNIT #1 THIS DETAIL APPLIES TO: 4. TIME DELAY RELAY: FUNCTIONAL DEVICES P/N RIBDO1BDC, QTY-1 LABEL #2: SIGN LIGHTING 120V HOT 5. INITIAL SET TIMES: ON AT 6:30AM AND OFF AT 11:30PM DAILY TO PANELBOARD SALES FLOOR FLUORESCENT EMERGENCY FIXTURES 6. H-O-A ASSEMBLY: LABEL #3: GENERAL LIGHTING ezi) —N.O. SEQUENCE OF OPERATIONS: 3-POSITION SELECTOR SWITCH: SQUARE-D P/N ZB5AJ3, QTY-4 v v 1. UTILITY POWER IS INTERRUPTED AND LEGEND PLATE: SQUARE-D P/N ZBY2387, QTY-4 LABEL #4: GENERAL LIGHTING 120V SWITCHED BATTERY BALLASTS POWER THE LAMPS. SCREW-COVER ENCLOSURE: HOFFMAN P/N ASE12X12X4, QTY-1 r —t 2. UTILITY POWER IS RESTORED AND THE 7. PHOTOCELL: INTERMATIC P/N K4121C I el) I FOR MINU TESAWHILE POWER AIN HID FIXTURES WARM-UP. —— 3. AFTER 15 MINUTES, THE EMERGENCY UVE END FEED FIXTURES TURN OFF AND REMAIN OFF TO PANEL W/CURRENT LIMITER COUPLING UNTIL THE NEXT POWER OUTAGE. bL -I TRACK TRACK I l UNSWITCHED 277V FROM SAME CIRCUIT > ► WIRING TO OTHER ONE CURRENT LIMITER FOR ONE CONTINUOUS PIECE OF TRACK FEEDING STANDARD 0.- EMERGENCY LIGHT 7 BALLASTS FIXTURES I BATTERY BALLAST STANDARD BALLAST I BATTERY BALLAST I STANDARD BALLAST LIVE END FEED LIVE END FEED W/OUT TO PANEL W/CURRENT LIMITER CURRENT LIMITER EMERGENCY EGRESS FLUORESCENT FIXTURE EMERGENCY EGRESS FLUORESCENT FIXTURE IL- TRACK TRACK TRACK C.___k SEVEN DAY TIME CLOCK LOCATE MANUAL HAND-OFF-AUTO SWITCHES IN COMMON ENCLOSURE, NEAR CONTACTOR ENCLOSURES, N ONE CURRENT UMITER FOR MULTIPLE PIECES OF TRACK N el •ONE PHENOLIC LABELS AS INDICATED. NTE 6' AFF. t REFER TO LABEL LEGEND. CONTACTOR CE ENCLOSURE TYPICAL CURRENT LIMITER CONNECTION DETAILS NOT TO SCALE 2 12 0yAC H � • BASE UNIT #1 W THIS DETAIL APPLIES TO: 120V HOT LABEL #1 TO PANELBOARD NEW EXISTING MAIN ENTRY SOFFIT LIGHTING CIRCUITS TING TO 70/2 CIRCUIT BREAKERS() 10-30R 14-30R _ _ ~ SEE PLANS AND PANEL SCHEDULES FOR CIRCUITS 10 50R 14 50R � � d � � CHANNEL 1 HOA-fNDIo—�o i r — I I——-� 100A RATED PANEL L-T r1t OQ° 0°0 0 120V SWITCHED AUTO _ I C I VIF AND PROVIDE QUANTITY OF 120/208V 1 PHASE +-- —i I I CONTACTS REQ'D FOR EXISTING 5-20R 16 SPACE, MLO .— L—— —— CIRCUITS BEING REUSED ca 0 0 1201 30 ' TO LOAD I 20 I 30 - 30 30 CONTACTOR CS ENCLOSURE BASE UNIT #1 5-20R 50 THIS DETAIL APPLIES TO: TO PANELBOARD ALL EXTERIOR SIGN CIRCUITS ca 0 50 120V HOT LABEL #2 I SEE PLANS AND PANEL SCHEDULES FOR CIRCUITS 0 20 50 8 8 F.) v P., c- c. 8 20 50 CHANNEL 2 OFFa�o 0 I r 1 120V SWITCHED AUTO _ J I RECEPTACLES TO BE MOUNTED IN 4 SQUARE METALUC BOXES WITH RAISED INDUSTRIAL COVERS. .-- — _ J BOXES TO BE CONNECTED TO THE PANEL WITH EITHER CONDUIT NIPPLES OR EMT. PROVIDE PHOTOCELL. PROVIDE NEUTRAL AND GROUND AS REQUIRED FOR RECEPTACLE CONFIGURATIONS. LOCATE ON WEATHERHEAD, 0 36" ABOVE ROOF DECK. TO LOAD EQUIPMENT TEST STATION DETAIL NOT TO SCALE 3 POINT IN NORTH DIRECTION. CONTACTOR C1 ENCLOSURE 120V-10 CIRCUIT BREAKER® /r. RED PHENOLIC LABEL WITH ENGRAVED BASE UNIT #1 BASE UNIT #2 CONTACTOR Cl SHALL CONTROL: If "RTU-X"" I N CIRCUIT (F-) I I 1/4" LETTERS RTU—X (TYP) TO PANELBOARD TO PANELBOARD HALF THE LIGHTING INTERIOR TO THE BUILDING u BREAKER DISCONNECT SWITCH Q 120V HOTS #3 SEE PLANS AND PANEL SCHEDULES FOR CIRCUITS I WALL MOUNTED REMOTE ALARM �.— � � � � � � � ?., 88888888 17 INDICATOR AND TEST/REST BUTTON v v c,� v v c.a v ©, ' LINE VOLT N FOR EACH DUCT SMOKE DETECTOR CHANNEL 3 HOA,FND'� o • r 1 1 - _ _ ROOFTOP I G & CO DUIT�:/ 0 o AUTO _ _ � I I I DUCT SMOKE �} p p �} �-- 120V sWffCHEO ' Plan Cheek a a1 AMMO DETECTOR HV T (EXISTING) WORK BY I I I I wog and � , 1111111.7==---1 UNIT L O O , O O � FIRE ALARM ~— � L-- — � -- — — J - TIA , OREGON r__—JJ 12—==.---, 1111 I'--= -' o o CONTRACTOR `�- , ULTIMATE ELECTRONICS N.O. Q O 0 O TO LOAD TO LOAD 1003 CASCADE AYENU 1 --� IIIII REMOTE o 0 0 0 0 I I I I I TEMPERATURE TIGARD, OREGON 9'1223 RETURN DUCT p ( 1 111 SENSOR = = = = O O O O i 1 0 0 0 0 CONTACTOR C2 ENCLOSURE 02 Sta nteC LABEL "RTU--X" \= -/ BASE UNIT #1 BASE UNIT #2 CONTACTOR C2 SHALL CONTROL: Stantec Architecture Inc. Tel. 707.765.1660 /, \ 1137 N. McDowell Blvd. fax.?�07.7fi5.99Q8 REMOTE ALARM I 1 TO PANELBOARD TO PANELBOARD HALF THE LIGHTING INTERIOR TO THE BUILDING INDICATOR LIGHT ®THERMOSTAT WALL MOUNTED RTU-1 RTU-2 RTU-3 RTU-4 ,� SEE PLANS AND PANEL SCHEDULES FOR CIRCUITS Petaluma, CA U.S.A. 94954 www,stantec.com AND TEST/RESET .-- 120V HOT 8 ? v v 8 8 v 8 v 8 v BUTTON ON WALL LOCATED WITH OTHER — - -THERMOSTATS AS CHANNEL 4 HAND-o— ROBISON NEAR THERMOSTAT INDICATED ON PLAN RTU-5 RTU-6 RTU-7 RTU-8 WORK BY OFF IO C C I • r l 1 MECHANICAL 120V SWITCHED AUTO�?_ � ► C I I I ENGINEERING, INC j f Iiii ray LEGEND CONTRACTOR N Ill I EFERE CE o 20300 1 9TH AVENUE N.E. SHORELINE WA 98155 0 FURNISHED & INSTALLED BY MECH. CONTR. RTU-9 , RTU-10 RTU-11 , RTU-12 L—— — J NOT APPROVED WITH THIS P.E MIT PHONE: 206364-3343 FAX:206-364-3363 0 FURNISHED & INSTALLED BY ELECT. CONTR. �......_._.____.,, �_____� FURNISHED & INSTALLED BY MECH. CONTR. WALL MOUNTED NOTE: RTU QTY IS GENERIC. +48" AFF TO LOAD TO LOAD WIRING & CONDUIT BY ELECT. CONTR. THERMOSTAT (TYP) ADJUST LAYOUT FOR �L CT � � DE ACTUAL QTY IN PROJECT j , \__ _.../ kW vnr. - �1�64� @4 �,-' Ohs ,423��� / an et Na bear - LIGHTING CONTROL CONTACTORS DETAIL NOT TO SCALE 1 i • �'��@ SCHEMATIC CONTROL DIAGRAM NOT TO SCALE 4 DUCT SMOKE DETECTOR REMOTE STATIONS NOT TO SCALE paws so. • cc.'' A/Vi eed E3.Ø % 31 � 1 1 . it:. . Dale. 0646_10 V COP1fRIGHT 2010,R08ISON E11GNG,INC. RREMRG F:VRIt` 1L1MATE ELECTRON:S\230-437 OLE 1MMD,OR\DVMP0AW6 06-08-2010 08:16 , � , U _ i - N A J PROVIDE 5 6 [ERIECUR(IREC§ SERVICE LOOP DESIGN AND CONSTRUCTION 321 West 84th Avenue,Suite A p (303)412-2500 J-BOX MOUNTED Thornton,CO 80260 f.(303)412-2514 AT DECK AT EACH F I XTURE I NSTALL IR)" UN I-STRUT E3RAG I N6 MEME3ER, \----, EXTEND TO CONNECTION SPAN TRUSS TO TRUSS AT STRUCTURE (TYP) elii B.O. DECK Aik,_ , 1 IP OR BEAM CLAMP , J-130X MOUNTED , ....._ ,,, ___,, .. , I ---"."" " '" '-',■"7 PROVIDE EARTHQUAKE CLIPS tt12 6AU6E FIXTURE SUPPORT AT DECK AT EACH I AND HIRES PER CODE INSTALL -7/E3" UN I-STRUT 00 5.0. JOIST ' HIRES FASTENED AT FIXTURE INSTALL 5/16" THREADED BASE OF FIXTURE (TYP) BRAGIN& MEMBER, SPAN TRUSS VARIES ) ROD SUPPORT OR CHAIN eLF) B.O. DECK TO TRUSS AS REQUIRED OR BRAGIN6 PER MFR. SEAM CLAMP STANDARDS 1111111 --------Z.4 110 --.4— ,*4, ,% . 4s, .-",-- ---.- ‘---1— i -- 4 B.O. JOIST IAIIRE FOR LIOHTIN6 VARIES 5/16" THREADED ROD SUPPORT TO IAIRAP ROD 2x4 OR 2x2 fr AT St-O" O.G. MAX. AND EACH SUPPORT FIXTURE V. . CORNER BRAGIN6 PER MFR. / 2.- TO IA ff-- HI-BAY LI6HT HOUSIN6 -4- STANDARDS (BEYOND) FIXTURE N.,,..*,........,. IAIIREIR .----' FAOpR RL01 SE) SUPPORT HT I N6 . . ,%.... 0/#/ SCREH-ON 1-BAR SAFETY CLIPS AT SIDES OR ENDS (WO * 4 B.O. TRACK +101-0" II , ■ TRACK L I&HT FIXTURE ''' ,i- z----T-BAR CEILING GRID NOTE: IN ROOMS ' 1,^11TH LAY IN CEILING' MOUNT TRACK 12 I REG TLY TO CEILING' oio IS' AFF SUSPENDED TROFFER FIXTURE MOUNTING NOT TO SCALE 1 SUSPENDED TRACK LIGHTING MOUNTING NOT TO SCALE 2 HIGH BAY LIGHTING MOUNTING NOT TO SCALE 3 . , PROVIDE DUPLEX MOUNTED TO UNDERSIDE OF TABLES INGLUDE JBOX IN GEILIN6 ABOVE KITCHEN FOR FUTURE PONER POLE +24"A.F.F. +24A.F.F. \ . ,4144,4444.441110444046. N illiEl 111111 = I " \--lim cNi, i.r) Fo TERMINATE AT UNDERSIDE OF TABLE \ 611111 IPII el----\ 411,, • -44 IAIITH ANGLE BRACKET 1 I -7-. 7- - 0 0 0 0 0 0 A isiiillt diiii. „... 1 Fo Kb ill , . 0 ,0 01 10 ...... . ,44,0„,„...., 1uUIIPPP \ ei +36"A.F.F. iiii _\ Plan Chock akilsolttal 011410A0 -.....- No- -...„-4*±,,,.. No. Ploetelone and telestormrs 011ubeleelons Pato +3b"A.F.F. TIGARD, OREGON PROVIDE FLEX GO . ilifr -4 L...1 +24"A.F.F. 21-2" Allk ‘Millik \_ likkAidi MIMI RI lip Imp iti Imam • ....41111■ 1 Mil \ ULTIMATE ELEC --------- ? maim twilkAlliu ilifflim - zo -'4\ --LN 0 StanteC 6C TO GUT HOLES IN SIDE PANELS TO RUN CONDUIT, AS CLOSE TO THE TOP OF / T-0" 9'-II" ( 3.-q" / 31-cl" 11'-iI" / T-0" I Stantec Architecture Inc. Tel. 707.765.1660 1137 N. McDowell Blvd. Fax.707.765.9908 TABLE AS POSSIBLE Petaluma, CA U.S.A. 94954 wwwsteltecAun +24"A.F.F. +52"A.F.F.I+15"A.F. . +52"A.F. . +24"A.F.F. - -- REFERENCE ONLY NOT APPROVED WITH THIS PERMIT aloe Du. ELE0TRIcAL DETAILS um Prow Project tic. ,.., p Plit% 2001648004 . _ v'''''ci3' y 1.6:42304.4.6/4-fr- 111314471.0 Dmageeski so. PC TABLE DETAIL NOT TO SCALE 4 KITCHEN DISPLAY ROUGH-IN LAYOUT NOT TO SCALE 5 6 3.1 4, 00 A7 c 31 1 11 Ifi"-: \ Dats 06- 8-10 COPERICHT 2010,ROBISON ENGINIEERR1G,BC , MEMO FAJOIL\JA:SUM ELECIRONICS\230-437 UM?WARD,ORVVIGV.31-DWG 06-08-2010 0918 ,jU! 0 C; 2010 UT_1IL1 L A I o EdIE6411oaoQs DESIGN AND CONSTRUCTION JUNCTION BOX FOR CASH rRAv. FIRE FI%11RES INTO JALIKN BOX ulcnoH BOX TO Suite a p TP, FIXIUE OUTLET Thornton,co ewers i�>i 412-2514 STRIPS CASH 11RAP ,,,N,N,(4: 0 0 0 NI !rip le CONDUIT OVER w�' AVROOMS ...............T..., STRIPS ARE IWE4VfdD FI%RRE SUPPLIED OVREf STRIPS, �- , 0 m T06ElIHt NO 11Bl TO J-BOK I010114TN AT +IB'tMDNAT 444'± P1=� ' ' ' • B FIXTURE J.PPLIEr) y n-erg OUTLET*STRIPS, GRAPHIC C MOIST Nnr .1esi, / CEILING TILE PANEL - I_ I_ I_ aoNnr .aa•, 4 ELEVATION A 1 tl Flxn1RE SUPPLIED OUTLET'STRIPS, � � .u+cnoN eox 1---- TO RXII.RE OUTLET' STRIPS 4 PLAN VIEW F,,,,,,� �,� rarax a� � OUTLET STRIPS, 'Ill ailliIllIlIllhr j ,,,,,,,, = i AND N AT ws•. IA w .17.74 Fit w AA F. . w 0 0 ee � — _ _ I i .m ➢-cr ...Km m-¢ !* ➢—¢ A ELEVATION B I F �i��ri� r . n, .s. ELEVATION G CONDUIT DIAGRAM NOT TO SCALE -1 PC SERVICES DETAIL NOT TO SCALE 2 POWER POLE �j��AND SELF . FLEXIBLE CONDUIT . �N � ill/- SCR •� ��POETO FIXTURE j%���' � pr- DETAIL NOTES �� C) WEATHERPROOF PT pCLE IN GONDOLA MERCHANDISER � � EMA3RENCLOSUREi "..1; 0 C) / RIGID .., 5 0 C), ROOF 1' 5 s ED)� i OSEALANT-SEE TGSEE SPECIFICATIONS I: 5 0 C1). lif -..). 0 1 % 0 . _ :, 5 0 A Plan Chad,.Submittal 01.110110 II. 00:4 0 ØØØ : � No.3� TORECON 5 0 1 1 p Q 1003 CABGADE AVENUE ii, 5 do, -,,,,,. --„,, ii ,5 0 / „,, , .„_---- 0 ...JP StainiteC/ $ae +cturB9T ;0,. ' LOCATIONS PER PLANS. NOT BE USED IN THIS PROJECT. � � Petaluma,il'All ROBISON�`� ansE of GONDOLA� 41 EXPAND BOTTOM MOST SLOT TO FEED REFERENCE ONLY 20300 . zo63643343 FAX:zoba6433e3 FLEXIBLE CONDUIT 7HRU \f�T N'PROVL.n WI1H 1tllS PLRM1LLI 19TH AVENUE NE SHORELINE,wn 98155 QUAD OUTLET ELEGTRGAL E:)ETAILS UNDER BASE DECK NOTE: y ELECTRICAL CONTRACTOR TO INSTALL PER LOCAL CODE REQUIREMENTS e��^i'F�gq� ��� ��"�4 NOT 3 ROOF MOUNTED RECEPTACLE DETAIL NOT TO SCALE q I � �'m0 "�°”' ATTACHMENT POWER POLE TO GONDOLA �. E3.2 6 �:� :.:@ms °at. ms-ao-m L 1 I [11 i N A 1 , _____ 1 a EmEccirRolucg COORDINATE NIT / 12'-3" / DESIGN AN CONSTRUCTION ARGHITECTURAL 12" q. 12" 321 West 54th Avenue,Suite A p(303)412-2500 DRAININ65 ... . Thornton,CO 80260 f.(303)412-2514 _ _ - _ II , _ _ II _ I . in ill w w I I I I t la - 1 . I I I 1 1 ' I I - - _I I — ___J I — J w wr- --im w r--„, /11 ir,,, /1 II II II II \ \ // II \ II \ // _ II II II II \ / \ / II II II II \ / II \ / \ / r \ / II ,, II II \/ \/ L _,. L _I /\ /. / \ II / \ H -1 F -F / \ II II / \ I I II I II II r \ r II II , \ :& II I II I II II / ? III \ V / \\T \_11 III I II II II 1 1 . , ' II II II III II II II RI lB w w III II II II III II II II \0 Ill w w w 0 f1,I m \ i__,I- )\ — I G OF NALL ELEVATION VIEW, . I , I \ — / / UPPER SHELF cLoF 1A1ALL / / PROVIDE OTHER RECEPTACLES SHOWN ON PLANS AT 18" AFF PROVIDE OTHER RECEPTACLES SHOWN ON PLANS AT 18" AFF PROVIDE OTHER RECEPTACLES SHOWN ON PLANS AT 18" AFF USE WHEN DVD WALL IS NOT ON A GONDOLA. NOT USED THIS PROTOTYPE, DEC 28, 2009 DVD WALL DETAIL NOT TO SCALE 1 TV MOUNT DISPLAY WALL DETAIL CE-3A & CE-10 NOT TO SCALE 2 MIX N MATCH OUTDOOR SPEAKER WALL CD-4B NOT TO SCALE 3 I2'-3" . . / / / r— - - - - - --- - ---- - - - - 9 r1= —— IT — ——n—— —rr— — -rr — — —1 RI ill LOF NALL II II II II I II II II II I w -7( II II II II I _I _ _ _II_ _II_ _ _ _a_ __ _I I II II II II I_ _ _ _IL_ _ _41__ _L_ _ _ _I li fi-Loil II II II II II I II II II II I _ _JL _ II I I I I I I I I I I I I I I I I I I I I - ' 1 1 -" I I f-- 1---—1 r 1 I II II II II I II II II II I I ill EP 8 I \ II II II II I ITI 8 IP I 1 I II II II II I \ EL-7_ — --1 — =-_- 4E * - - -1-- -- -- A _ __ _ _r _ -r- I__ _ _ __II ___ ___IL__ _IL _ ,.__II it--1_-_-_- = -_-_-_,1E = = I__gil L. ___ ____ _IL m r i ir --1 1-1- -I I I I I I W Ili [11 1 III IP ITI IP ITI IP \ I I I I— — =IL = L _ii__ _ _ J 111 L J 111 --I-- [11 Ili -- —171— — di iii — —I — di iii — —1-1. 1 1 1 1 I I 1 L _J 1 L J L _I 1 rn , . , , , , , , iti) I- 1- II 1- -1 I L _1 ■I I II II I I- H .CJ --Q) II , , ' II I II , . II II I T-N1 111 W lii II II I 1 II II . .t \I\ , u(_ rill_ _IL _Jim' f-- . . - - \ I . , I , . I I I I \ -' ..c) A - . . 1 N Pr Chock tkdamittal ~No G OF NALL 1 G. / EQ. A- N Phavtalans and Ilaintahro Makafilsokans nat. / / , - \ \ TIGARD, OREGON ULTIMATE ELECTRONICS 1003 CASCADE AVENUE TIGARD, OREGON S1223 (9 StanteC Stantec Architecture Inc. TeL 707.765.1660 1137 N. McDowell Blvd. Fox.707.765.9908 REFERENCE ONLY Petaluma, CA U.S.A. 94954 www.stanteccom NOT APPROVED WITH THIS PERMIT rigli ROBISON ENGINEERING, INC IF THE CABLE TV SERVICES WALL IS MOUNTED IN 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 PROVIDE OTHER RECEPTACLES SHOWN ON PLANS AT 18" AFF PROVIDE OTHER RECEPTACLES SHOWN ON PLANS AT 18" AFF CASEWORK, ALSO SEE DETAIL 3/E3.2 PHONE: 206-364-3343 FAX:206-364-3363 ELECTRICAL DETAILS Par_Ma i V a 2001449004 cl.\kci i l'1%-6/90,. WI Mao Fla Sada MIX N MATCH SOUND BAR WALL CE-4A NOT TO SCALE 4 MIX N MATCH SPEAKER WALL CE-4D NOT TO SCALE 5 CABLE TV SERVICES WALL CE-12 NOT TO SCALE 6 i -,4230 . ,,N ''' * "t 0 Plaftlied E33 6 it"-°°- 31 I.° a Dal. 06-06-10 V COMM 2010,ROBISON MMHG,RC MANG FAJNLVULBMAIE aF.CIRONICS\230-437 ILE 11GARD,OR\OVIGN,E31OVIG 06-08-2010 0916 un L _I—w A Li .71 0 J INSTALL POWER POLE, SEE ../..., ,,,,•--- nXTUREAQUIPMENT SCHEDULE 1-1 _ _ I 0 [ELECURCYHDCg DESIGN AND CONSTRUCTION 321 West 84th Avenue,Suite A p(303)412-2W) PLASTIC CAP Thornton,CO 80260 f.(303)412-2514 = = = E INSTALL 3/8" 'THREADED . .-,....--'. - = ROD TO BEAM CLAP OR - ill Ilia [ Ii INSTALL (2) DUPLEX POS FIXTURE, SEE M Mil 111rlM UNISTRUT ABOVE 1 o OUTLETS, WHEN 24" OF nXTURE/ EQUIPMENT THE POWER POLE BASE. SCHEDULE INSTALL SELF TAPPING 4.00.,00007,,,----MMouONINTTOR DISPLAY SCREWS SECURE BRACKET - TO POLE ANGLE BRACKET WITH [10•000°rij 3/8" THREADED ROD POWER POLE SEE FIXTURE/ MOUN11NG HOLE "ERICO" EQUIPMENT SCHEDULE ER-CATHPA6 OR SIMILIAR 1.--FXTURE(I TOP SHOWN DASHED (SUPPLIED WITH POLE) -, FOR CLARITY) ,,,,------ ----., ,,,,,- ,„-----, .,-----"' ---,.. ,--` --1 POWER POLE, SEE ■ .,,,----' ...- .-- . ,---- FIXTURE/EQUIPMENT rs-, 0 SCHEDULE ‘-„----,. „-------- NSTALL FLUSH MOUNTED POWER POLE -.. , -, -. .-- --- -,....-- DUPLEX OUTLET BASE PLATE _.., -, ---„ ,,- '--. ---- COLOR "BLACK" .--- ..., ---, --, ,-- .„- --, ---.. ...--,-- l -- --,- INSTALL FLUSH MOUNTED DATA PORT 2-PORTS COLOR C "BLACK" 0 POWER POLE ATTACHMENT NOT TO SCALE 11 POWER POLE BASE NOT TO SCALE 2 POWER POLE AT POS FIXTURE NOT TO SCALE 3 &LASS CASE LI6HT FIXTURES AND CONDUIT FROM SAME PROVIDED BY CASEWORK. ALL OTHER MATERIALS AND LABOR PROVIDED BY ELECTRICAL CONTRACTOR. &G TO HIRE FIXTURE LI6HTIN6 INTO JUNCTION BOX DUPLEX OUTLET MOUNTED IN BOTTOWL0 AER SHELF OF EACH &LASS CASE, TI6HT TO THE REAR SWITCH FOR DUPLEX OUTLETS AND CORNER, TYP LIGHTS ONLY 4 4111, _- DATA AND PHONE 6ROMMET HOLE E3Y 6.G. ____ 1.. 4 0 FLEX I BLE coNou I T _ WALL LIVE MAD OUTLET AT P.O.S., NOT - SWITCHED 111444 JUNCTION BOX 10k COORDINATE DISTANCE TO WALL WITH CASEWORK LOCATION __ 401‘4 &ROMMET HOLE BETWEEN A - .. - .. 04Ittlik, 0 GASES B'r' 6.G. ' . _ ,25—I/2\" 12 Plan Check Ibillamittal MAIM 14 if 25-1/2 No. litovlokona and Milestetwe iiiiikeemblona Date *4410* 111 ‘"*0 Ill 11 5" T - TIGARD, OREGON ULTIMATE ELECTRONICS 1003 CASCADE AvENUE 441P0104414111 _,,,,,„00, 1° lillill*eill14141d11111 °lt'llVP (:) 11-41111:°4414111;1111: PROVIDE QUAD RECEPTACLE I 0,4*. *00- AT CENTER ISLAND TIGARD, OREGON S1223 4111111111440 4iiii, ,ittir4o, .. 41', o o 0 0 0 0 , b , , ,,,, lea n r i Stardec i ,.:,,,iv: .41,11■01,101 ir" PROVIDE UL LISTED TRANSITION STRIPS TO PROVIDE Stantec Architecture Inc. Tel. 707.765.1660 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 wmtsbNiteccom 14444/.4 POIAER POLE OR COLUMN AS OCCURS POWER CONNECTION BETWEEN ALL 6LASS GASES. SEE PLAN FOR ACTUAL LAYOUT 71.^1 ROBISON vikor ENGINEERING, INC 6ROMMET HOLE BY 6.G. REFERENCE ONLY 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 NOT APPROVED WITH THIS PE RMI T PHONE:206-364-3343 FAX:206-364-3363 SEE PLAN FOR ACTUAL LAYOUT Ikaimg Tale FLEXIBLE CONDUIT TO P.0.5. STATIONS, IF NEEDED, ROUT BACK THROU&H &LASS CASE ELECTRICAL DETAILS ilia Draft ,,_, V FRIt.k. ' Pret;1414e004 4-7 ci I N 86 ...... GLASS CASE CONNECTION DETAIL NOT TO SCALE 4 RECEIVER WALL NOT TO SCALE 5 c0 tl. .,.0 _,, am twor•wo. sada e' '4230 . 4500 mama so, E3.4 6 1 :11Pc. 31 7° 12- `4";" .\ pat. 06-08-I0 W COPIRIGHT 2010,RCEISON DIMMING,Mt MIMING F:ViiiILV.UUNAN BEC1RONICS\230-437 UL1E'TIGARD.ORVVIG\E34.1)WG 06-08-2010 0915 .!',,: 0 *.i'' 2ire • .■■� MI!MIMI� I�' f I • ; o 1 0 0 0 j . . ' • rt.\:\ 1 _ I SPRINKLER GM OFFICE ! 12x 104 '�• 1 I. ___________ .,,,„„.1„., ,_,; , \so . : . . , I , • lEILECURCDK4g •- I i r�,y 1-__-_._ ___-_I. _______ _ ,[ , _ I _ . ,,„......_....,„, 1111111•1111111111 II 111111•1111111111 MI111111E1 •111111111111111111 II almoolimmotamiiiiiii limmomememilillinia -II 1 •fit" '.:.'L: '' . :...:: '•.. g iii imI s 5105 I ._ �I _ •:,•: ::•;.. DESI 4 AND CCNSTR.CTIQN 40 5, • c • ! I 25 I 5029 1 -�,� C 5044 VESTIBULE 5041 I ! ! o 0 0 0 0 0 I 0�3 }� 5100 1315 1003 13t3 1310 pg ' ! 101 5104 r ! -' I 321 Est 84th Avenue,Suite A p(303)412-250fd 1 '��� 10"3 5.01 �► 3x210 1314- 1002 1312 13x09 I 108 1089 1x94 EQ2 , 015 j 108 1x?188 rs' 2 1099 110�Z3 ;�.� 042 10041001 1311 130:--I. Thornton,CO&0260 r,(303)412-2514 1219& 1101 53,,, 1 • Wit,,~ woo, .0451 __ __ POS 24 ., ��- --_ - - -�- -- --f _, POS PDS` ;`,� i 11 � - - j � GENERAL \(7E5 (iii A I a , - - -I 111, .' ;U,` ; �;.__-1 ii -- i �' + i '"' 1 ..�'�1' .l: :I•., 111 111 , { , 13?; j 1111 111 I /.__a I I TO Q2A - t_ ; Q o:. 111x7 I j 1 � A,q -- ;:,:_ .--. __. .�== I ■ 1. FURNITURE FIXTURES SNDI i ARE 1=0R ---„__„...J I.: 0a4 WOMEN'S - g -,, ::-TTF0-(3- I j COORDINATION PuRPOE� ONLY. (� 083 115 _ - _;__-- ! L__-_ I �._-- ri 504.0 ; �: I 2. RUN ALL WIRES TIGHT TO THE PROFILE OF TRUSS.ill l{ I _ WIRING TO BE NEAT AND PRESENTABLE. ZIP TIE TO • 1' I ► 1 j� II 5030 I.1 1>� I I II f ' 5022 I iI �I it i, 1( EI L I i ; i I — ^ = 5039 i I ; CEILING JOIST, SEE AVD-G6. I I I I i i I I E! I {— III if I I j I.' 1 i ! l r /y OC /•.20 I { I ! 1 ii I I' jl I; � i 3. PULL ALL WIRE DATA,A PHVNE AND A/Y. FROM PVL, �r j __ {{ --- 'i I I �'``3 -- ---- --— _ - — - - - -- —- -_ - __ — - - - ON THE SALES AREA FLOOR BACK TO THE SERVER' — •,i $ - I 1 I I` I � I ` E ROOM. LABEL ALL WIRES S O < . . < < . ; : : : E - THEY AE EASILY TRACEALE• ` ` 4. PROVIDE 15 EXTRA FEET OF CABLE NEATLY Tl'P.• 19 _ �,� 4Y 12 I it (: I !; I' ; i 901.3 t1L I 301 FA„....._ /51 II I „ 11' i it !� -J X28 1328 !; ■ - TOP OF POWER POLE EXIT PONT. I! €” f I j! 1 I I I' €• i :I ;; II ! 132 1329 j iI I 1 i1 II 11 h lI !! i I ! 5 12` 0„ , MEN}5 1 ' :m. I "' , , � �; I ! i ;( 1 ' -_��,� ; � ` j� �; �1 ._FiitH= -_ I, MOUNT ALL SECUIT7' CAMEA AT HT UNLESS :. : I �.1 . • ,rim fir• I I ( ii ii II L-1�'3' j1': ` ` n a 1a �'' " - i 6, MOUNT ALL PAGING SYSTEMS AT CEILING HT UNLESS • ;• 211 S 5032 I 9063.--'.. 901.3 " i ' I OTHERWISE NOTED RIGHT i P 3014 J -!� 1. LOCATE ALL POWER POLES AS PER PLAN. To EQ2B II I ` 1 w i — .. 1� : I I ICI T DESIGN MANUAL 1=0 r 11•- ■*II p ;.. is I II I I `, :!i£ r ;, It` '�` �''- n� 4 II 8. GUIDELINES.VOLTAGE D G L 1. T 121 jj E I I I I ! J I: f i I! I > 3012 !� I 1 �_ i ! Qk I O Q2A 3Q/12 I ;T y;, I ! --, is,,„i __.y ' -...r `--- ri •_ i N p .' I ;�' 11 I `� `1 ; r° 11 1€;° ---,Dr-,i ,-----,, (---,1111r-- j rid /� i •;_' �. CAT5e WALL _ in . : i ! ! ! I ' i■ , MATCH RECEPTACLE HE1 T IN JUNCTION SPECIFIED BOX.O ! 1 I ! I� ,'�._--1'-...e`li'...r'! ...-1 jj a•_,3 I�.. i ',,...%, -41 I _ Lil +�3 ��L. ! I or 2fd2y''! I,"C� H l ' 1 i I 1__ i f JJJJ ! ra+r+'�y I :...03 1(0 1 I I i° ,� i I i I H I ',: IENI1 :' I 12x8 , •T i I �.ik , !it �,I(' i�!f .i! l•i it f"" 5 f t 11�/'....'' i li i >p I! I Ii: E--_ t All ' ,.� ■`1 14�/' 'r; .� 4ti.✓j. i i l rJ i�f' a .1 I`��t i I' i 1 I"-".. I 1 i 15 !I 1 �Itl�� r i (! (,'�}i -,' 11 y € Ij I 1 ij U, L U I's... %I� ,, .,!;,_.`,,,, !`, );� I\ ! I 2 ;I. . •.` .-�. ' II 1 I ' j I: 1 LOW VOLT4 WIRING 1 1 ( 1 • • < °• . ..s -I I i (I SEE SCHEDULE FOR RESPONSIBILITIES I I , I I ! I •+1.3 g-0.3 J1Af:i .I _1a ' ' ; ` _ w _»-� — Lai VOLTAGE L I E � 3 I a..�' ...� t.../ ,�..,j IL AN}(I •._..1 H..._1 `. 14.._...,I�.__!1 1{�.-....J �J' ' LO a ■ 1 SG/ lei I. i !` {. �I Y - i ii r-. ASE FLOOR, I I .I� Iii. ;I �;;, ;i r I °`�'I - -, 1 j I _ 7-5ERIE5 HUMS ft E 1) I i� i\-�'`�2„�-ii\._.'11 ;'\---/j _�1\--Ji ,.\......f!\._.-', I ; i 102 1 ° (-- 1 1,�1c7• _ _ KEY- 101 1 / SERIES NUMBER I NE 2) 1 , I 1141 I`J�, �, FT: ,-' =� J 1002 ma 1 ' I , G 1 I - S1'MSOL SERIES DESCRIPTION I V i'•, I - -- 1138 �. 113 ' 11• �.�. I I j I I t18iOiOO9C11113 �' i I - 3038! I■ - NU E, — ��--L_I—•--� 'i i , ' - -- __ .:. .. i. 0 11.= 114 112-1 1 1 1 1 II l. ', 1 I 14x231 --' V _, i i , __ = = 1m17�0 u�1- 1 POINT ©: Il f 1 \ J ;I— S p' \f( 140x8 • : t I I j li ' j • I!--11 i r: I 1 ■ 10xxJ 4 ____ i }` 1- -- -, � ; , CATSe - NOME RUN TO SERVER ROOM o ;I-- _ $ 1115 -7 _- -� _ - _ { ' 3009 111 _ 11;3-i !1 I I I 1 -;- I ; i j ! 1 I E 1 E ,, , S 1 I, �J P r , � ��� i — j I it I I - - 132-1 1326 F 1000 PAGING - CATSe - HOME RUN TO I twil 'i 11 I; I I-1 i�JI I II III ,i 1 !1 i ! _ 11341133 1 12 I - SERVER ROOM, 12,E 1 C3�' 1000 I. 112 114-1 I' it - SECURITY CAMERA - CATS - HOME NW ■ 4111 1113E: 1 - ! I i13�o1 12 1 5038 RUN Ta SERVER ROOM.• 1 .. --I-1 51 13 Al �' 1350 - - j EQ13 - SEE F3, DESIGN MANUAL. II S I � I j I --_ -___ i I li i - { I 111 , j ! ■■III■�■■■■t ' ___1, .L. , �_�- �' ! ���// II AJ i 1 k I 1-;-+-RI'' I II I.. - i I ! (/'�J j/J�/ SPEAKER - 16/2 - NOME RUN TO • j I + ,� � SERVER ROOM. 1>1 I i I - u i � �Il�3001 30x75 Ci� 1080 1199 ( I i bi '004 i _ - i 1 04 12�h =��, 14G�1 if ti t1-t-1 -I0® I����_ � 3001 ■'I `� _ I< 5000 RUN. KEYPAD 1814 Ha E ■ i 1015 a03 > I POB I 1225 �,,� 131<0 i F 11-1 � `e ___ 1015 1018 ; 10-1 121x?�2 I 1 Iie,!1 j 11'15 ' IP�fi41171�3 I I _• 1010 PROJECTOR/H.E. 1 `01 I 11 U 1011 - - i 5000 SECURITY CONTACT 22/4 NOME 1x7-f rJ” 108 1 18,2 i�ji I 11 1�� ; I I -..«1 POS ' M', IL' ' ';I f),,-ice I 1014 1 11a3 1fi9� ! 1 I 50 F-5 11 ' �n -1x712 5 30(2x2I RUN. 1013 ' �i1.r i 1195 ul i i 1 i ! '* --1---356 > i !I -11 11`54// 1---- i I ` r ! - 1193 - 11 1 I CI i 3 1 �- I 1000 COAX CABLE - RG6 i I 1181 1 1132 1 ;.._.,__, x73 310x23 la W 1180 , j I :i ■ I th 1 ?4- r 1 I; I 1 > l II - I � 1 II € , I II � J i it 1l -1 1911 11725 ;l ' 1 1 1148 i �& ; 026 , ;I 1 1 MATCH CH 11�3E'3 I 1 � I 11491 1 1158 iu� I - I 4 q'ex>ce! 21 118' I 1 1 1 ,I i 1150 -- 1- 1 1159 I• I 118►!> , I ! j I I I 1i -1 iI 1 i , I Fes_ i I 11 ,' fit'"1 =• I I ! _ ; .. - -; 1'� � �- 1i 1028 ``II 1 I POS 1 _, '11=- i III j`wI I POS 116 POS 115 ' !■ i ( o I . I ! 1155 -� j:>.�!I - I i j 1154 1! 29 , ! 11003 1061 1059 I 105. 7 1055 I 1047 103b 1034 103 !I 1x7..85 I 1031 I i/ ' i1.:I' �I�i•I 4/► ♦ s/ rte,. i1 "". �%�.0 i i1 fit« � 1 ..., KJ , �AIAAM. I H E ; 5 �� \ 1 11111 Ill, . �\0. .11, . A7 T Q2A SERVER l0 A` POS 1.,.► 1i -�,\ a ! li 1 f, /,-_..�i 10-11 Ile ' • II 1 10400-- _._._._.__.-----_- STOR. li 1042 •� es - - ��! '4' *4 POS llw 1038 TO 3..__ 9 10 io ,■ ► 1 0' 10 49 1039 CAR INST • I 1051 ; r j k CAR AUD10 ,, 10� I i .MAR j 1 WAREHOUSE ■.it■ I_,' A 101 • • 119 i ".. �:` -1 , - . 1x21 4 � 1 1052 > € 5008 I_ - F' LOUNGE 1 F '03-1 .,,�, 116 10 ; i - - ` I >— I •1 I � - Pic3n Ghv°Cic Submitto 05/10/0 v I i - No. Revisions and Milestones /Submissions Date :I I GAR OREGON I I ! I 6--,----N* ELECTRONICS • 1 SALES OFFICE ! 500 �*, ' CLOS. 5 11 13 1303 1305 © 1 04 S , 3 0''2 01 - 003 CASCADE AENUE I 34 5 j I 11 *�s 13213x74 130 MO& C �� T C 1RD, OREGON 9`1223__ii,•C ! I Low VOLTAGE RESPONSIBILITY SCHEDULE j �I�' "!!w ' { 0 StanteC Mark Descri•ton Wired B Terminated&Installed B 'Su• •lied b Notes f'"- LEATHER HEAD I I : . I Stantec Architecture Inc. Tel. 707.765.1 660 AVD-G1 Hi.h End Audio Rears GC GC Ultimate ; .! I 1137 N. McDowell Blvd. Fax.707.765.9908 AVD-G2 PC Gondola GC GC Ultimate 1001"1002 7003 .._...,4 Petaluma, CA U.S.A. 94954 www.stantec.cam AVD-G3 POS Termination GC GC Ultimate -m 004-10®5-1001 1 � 0 AVD-G4 Data Wall Plate 6-A,4-B,2-C GC GC Ultimate fro/41 AVD-G4* Warehouse POS Setu+ GC GC Ultimate Ultimate Contactor to set u• warehouse POS Printer,and Rf Guns `�-;�_ C e0K FOR ROOF fENE�R4�ON REFERENCE Z. FERENCE O L. I.AND FRO`.!CE IF NOT ONE,PR':V E Y AVD-G5 CE Gondola GC GC Ultimate � O,,'t,Q�-T 5 I- NOT APPROVED WITH THIS PERMIT ENG NEERING, INC AVD-G6 Wire Maintenance Guidelines GC GC GC AVD-G6 CATSe Whin. GC GC GC 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 D- Wirin PHONE:206-364-3343 FAX:206-364-3363 AVD-G6 Coax W r n: GC GC GC Reference-AVD 5,exteriorterm.b ULTE services •rovider, interior b GC Drawing Title OW VOL 4GE AVD-G6 Securit Wirin: GC GC GC Termination B LP Contractor AVD-G6 S•eaker Wirin: GC GC GC 0 2 5 10 20 30 ,40 . Wirin:_ AVD-G6 Pa:in: Wirin: GC GC GC Reference-AVD 11 ■.I =��■� �� Seal Drawn _ Project Igo. EQ 9 EAS LP-ULTE CONTRACTOR LP-ULTE CONTRACTOR LP-ULTE CONTRACTOR Reference sheet F3 I -, : 5- ' E S GN M I U L D t �p:;� 20®76431 04 3/32"=1'-0" PEET NORTH *40011:1%66,, ULTE Store No. Scale EQ 13 Securit Camera GC LP-ULTE CONTRACTOR Ultimate Reference sheet F3 � 4,{ /� - - el 4500 Drawing No. 01 1 /[/may/7 LOW i, `.� L ! A E PLAN - ..,e•t Reviewed E4ø ti),T) -1� Dais QC II .' E7 : 06-0E3-10 JUN 0 9 2010 ■ Lems,Limmil 2111P21 MNIMMINIMINIONI [ \yi A \ 1 SPRINKLER CAM OFFICE ,. .....,.,.. \ E ---- 12P1 104 ---- `sk — I � Y i ,. C1)— 1 . • • ��X11 III ....... =� '11 ∎.�.■ 11 � ■ l■ . .. . .11 ■ DESIGN AND C�N�TR,CTIC�I� ESYT�Bl.J�4 � E ' AYD-G4 ) � .:� i,_:.I . . a o 0 0 0 0 AVD-I3 °✓ ,_-- 10I S I AVE)-G4 321 W et 84th Avenue,Suite A p(3031412-2500 I Thornton, CO 80260 f.i 3031412-25°14 POS AVD-Ca \EQ2rt AYD-C4 '`/1D i9 AVID-t, ; ! ! 5 S OS '�GT_S 1 i, PO PO ii ;imiI. tl [ 1; 1111011K, 1 ; I I =rz:"� �er�;, 1.,� i _r I��; ; v - AVD 4 I I I AV;. Cz4 AVD-1®_ '4 A -- } I AYD.°,�.' ., - i I I {�(�tYD-643v1 i ,�� _i� 1. SEE Lc� J vG TACE MANUAL FOR GUIDELINES. iJOMEN'S A - AYD-_ - _ AYD-Cx3 f € I ��LL 2. SEE E4.0, ALL WIRING TERMINATIONS 5Y GENERAI. �►VD=G 4 115 �._ _---1-44T-C.13 -- I I __ - E I j CONTRACTOR. I I f li N 1 .., — 4 ' i I 11AVD 2 ►AYD-2 • i • Ir ----- _~ --- ----------- __— �_._-.- ;. - --- ---- _ -- <a` I-i -'-- � � i i 13 z c a e .cill� c a a a .°ii � I`t,� - i I { ! — _ 'p D- ; — X043 9O.3 AY ::. o- SD I 11: I • ....... MEN'S I - i I ; I I -�_ , \ aaaa► .-' 114 L"..' ! ::F:-'> . < ,1(�_ - o ! i ! �''sa.eiH I 1 i : a - : . iii : . : , I` f i - -- -- —�-6_ I .'x — ==` ..._ n — . o . A 1 i ______\ - D-1 - sot,3 sot,- - i - I KEY 1`' AvD-e I 1 I w _ SECURED WAREHOUSE �I ; I �'` r,,: __ -1 - 511M50L DESCRIPTION II 121 I I f 1 mil 1,31,---_. I I I 1 [ 1 ii u! I I I i 1 t I . - I I F ......7::, WI-P I PONT i !, o r_ -- - ------ i e . _ ° POS AYD-2 0 HI 1 ', , G . 1 ir, 3 i fm�' � D f I V GA Tye DA TA illa I f — - .„ ■ i - It i I 1 I F' PAGING . al ' ` AY;/-G3 ' i E '� I I i AYY. .0 -•t u a, < , . o . > . o !�-101" — — I)II r ' l b , 0- S SPEAKER • AYD- 4 cf' = SALES FLOOR I ` AVD-1 1 i AYD=g 102 A4 211 j;1 -1---r1 i COAX GA BSE E ✓ 1 � , A■Y— I E - f( iA �J i; T III i I- Ctl I 1 ®®® ! ii l — PO> j AVD-e - 1 ! I 1, AVID-G ``► E 1 11 I i AYD--I r i D A�/D-G.4--ti.-4 - , YD a�j • `7 , legi- 1 j AYD-3> i t ]EEi- __ il u I ,, 1 1 i r .1i • I, I! f I i I ; L1 ! iF i ! UI I 11 - _.. ri i AYD 2 '� I AVDB -' i 3 - 1 -, I 1 I! �': i 0 I I AVD-S L' '� i AVD=S I I■ I AYD-3 AYD--1 , _ I 11 ' II — ■ " AVD_-1 AYDa3 I _ 1 I ji �4YD- 2 C f i AVD Y 11 I .! a II l I 1 ;' ii , j i ■ 1 ! I . ;, `f ;; ill II II I' ;_:F - i `_ it � E 1 — _._. .__ ; � I Y i i°`°'il.:"y �i i I i I 1 1 i I' ' ' ` h - t ! A ,� `�* .., ■ 'I 1 S S : •? I 1 _ AVID-s�,v'D 1� ' S 1 � 1 i---__-- i i ' I■ i1 ; I g: > I 1 � I',0Yth_ POS I F I I. AYD= AY �-9 I C AVD 4 i PROJECTOR/H.E. ! HII i !I 11 108 iii I ,. I - - I D-11 AVD-G4i I Av = I = `' Ds "1:>:4:91.11 I d � I. AYD- ' AYD 111 1 I ._-- — ---- 'ti_..•' ,�AVI -2 I f/ I A `14 - r �` t 77 _ I h I PO - -_ C 1 - -- -ill I Il �',\./1E) i j' ) . ,,ip...- I AYD= S K...,, „,,,,:i.ij I :�_-� 111 S ®A,rD_9 ( �� 1 1 _ ;i ; AvD,- S€--- , I lIi - ., . y°'� /�� l I , l i i l AYD_11 —A,YD-G4 AYD - 5 I 1 _ 1 .4 8iTCN LA, iii il�� -"wi ' _ Ell i `VD-6 I i I II 11114 AYD- ! �� A - EI ' ! ~` LL -_1 AVD �.I 1 D �' I ; �1 =-> C� =_j — I AYD-C_ ” ice-. ' P05 AYD-6 PC5 AYD-Cz4 cil: AVD-t6 AYD-16 t - U AVD-G4 •I AVD_ ;AVD-16 AYD_-I AY DffiC4 II _ ,r AVD 8 ;AVD--I AVID 111111 ' �` AYD aC 4 AVE)gCx4 AVE)-Cx4 AVD= 4 AYD @Gx4 I AVD-S AVD-G4 AYD-G4 AVD-G4 AVE)-G4 - 1 - HVD-G4 ' lI 1 . .v . . .v . . . .11111.11 ..7._____V___....V......_..,....__________' .____. _'i f MI t _ — — _ IcriEF ` -.._ 1 `a `- ---- - STOR. II , • l II AYD-12 AVD-G4 P05\ AVE)-G4 AYD-C,4 =- 11 ■ II 1 I AYD- ,4 ,:1 r CAR INSTALL i l 11 CAR AUDIO // 1 109 ! 10� i WAREHOUSE I ;,ice : I, , 1 1 119 F� AVD-11 - i I i i , AVE) 11 AvD�,,-G4 — - - LOUNGE . r€ 116 AVE) ,�f. I 'II - ,.'I ! 7,-,__-.7 k, - Plan Chec{c Submittal 0 110/10 All AVD-5 l 1 • - ; No. Revisions and Milestones /Submissions Date ' i 4D/ OREGON SALES OFFICE ULTIMATE ELECTRONICS • AM GLOB. 1 11-1 110 1003 CASCADE AVENUE 11 _-- TIGARD, OREGON 9-1223 fi StanteC 111111111/ a o 0 0 — TkE i-� aD ; Stantec Architecture Inc. Tel. 707.765.1660.40 1 , , 3 1137 N. McDowell Blvd. Fax. 707.765.9908 AVID i Petaluma, CA U.S.A. 94954 www.stantec.com, i (1.1-L\■0 @ A VD-5 CL-N\ 4...ej N ; c ;=� FO � = �W _ NOT,APPROVED WITH THIS PERMIT ROBISON 4 D>ROCK ;F 1�i ONE:,PROM:E i I LCW VOLTAGE . 0.i\. I ENGINEERING""ERING, INC 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 ' PHONE:206-364-3343 FAX: 206-364-3363 - Drawing Title A I / V I ,, L LOW 2 5 10 2 311 140 �'L T AG E FLAN , ,�I _�m� Seal Drawn: - Project No. D 200-1649004 3/32".I'-011 FEET NORTH , `4� '� �whit ULTE Store No. Scale _ . t CP 1 ow \ LAN _ ,.i E41 0 45 1 '_ `, ?`' - to Date 06-OS-10 ot JUN 0 9 2010 A \ L 1 0 MACYROECg 1DESIG, AND CONSTRUCTION NO E . SEE DESIGN PO AVED° 321 West S4th Avenue,Suite A p (303)412-2500 Thornton,CO e0260 f.(303)412-2514 AUDIO VISUAL RESPONSIBILITY SCHEDULE Mark Description Wired By _Terminated&Installed By Supplied by Notes GEN:7RA_ NOTES AVD-1 Table of Contents AVD-2 Wireless Access Point GC Ulte-Contactor Ultimate I. SEE LOW VOLTAGE MANUAL FOR GUIDELINES, WIRING TERMINATIONS 5Y GENERAL E AVD-3 PC Monitors Ulte-Contactor Ulte-Contactor Ultimate 2. SEE E4.0ALI_ CONTRACTOR AVD-4 Services Wall-11/Wiring and Mounting Ulte-Contactor Ulte-Contactor Ultimate AVD-5 Coax Wiring and termination GC GC Ultimate AVD-6 HDMI Amplifier-AV Distribution Ulte-Contactor Ulte-Contactor Ultimate AVD-7 Cat5e AV Receiver-AV Distribution Ulte-Contactor Ulte-Contactor Ultimate AVD-8 Component AV Amplifiers-AV Distribution Ulte-Contactor Ulte-Contactor Ultimate AVD-9 Speaker- Distributed Audio System GC Ulte-Contactor Ultimate AVD-10 Door Counter Sensors GC Ulte-Contactor Ultimate AVD-11 Paging Speaker GC Ulte-Contactor Ultimate See detail - includes patch panel connection,services, Data systems, Distributed Audio,AV Distribution, Door counter system AVD-12 Server Rack EQ-2A and conecting product GC GC Ultimate connection and operation verification. See detail - includes patch panel connection, Data systems, Door AVD-13 Server Rack EQ-2B and conecting product GC GC Ultimate counter system connection and operation verification. See Detail - Ulte contractor to interconnect all fixtures,curcuit AVD-14 Mix&Match room Ulte-Contactor Ulte-Contactor Ultimate boards and logic within room See Detail - Ulte contractor to interconnect all fixtures,curcuit AVD-15,Car Audio Room Ulte- Contactor Ulte-Contactor Ultimate boards and logic within room See Detail - Ulte Contractor to connect AV distribution system(AVD- 7 and AVD-8) and wire Component Video,and audio cables in AVD-16 TV Wall Ulte-Contactor Ulte-Contactor Ultimate preparation for store set team See Detail - Ulte Contractor to install all projector Mounts, Screens and AV Ditribution wiring--GC to wire Speaker system per AVD- AVD-17 Projector Room GC Ulte-Contactor Ultimate 17D I OW VOLTAE A Flan Chock Submittal 0*/10/10 No. Revisions and MIleetones /5ubmiseions Date ADJ OIREGON ULTIMATE ELECTRONICS 1003 CASCADE AVENUE TIARD, OREGON '9-1223 StanteC Stantec Architecture Inc. Tel. 707.765.1660 1137 N. McDowell Blvd. Fax, 707.765.9908 Petaluma, CA U.S.A. 94954 www.stantec.com REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 143Y1 ROBISON ENGINEERING, INC 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 PHONE: 206-364-3343 FAX: 206-3643363 Drawing Title 317.-3) LOW 0 2 5 10 20 ,30 ,40 TAGE F A\ I I II Seal FRiatoa_ Drawn: Project No. 2001649004 3i.-.-)2"?.11-0" FEET NORTH e4,611,14-'sti ULTE Store No. Scale A23 • .4500 Drawing No. Reviewed 4.2 I . ■:::111.-- ■ Date 06-08-10 JUN 0 9 2010 nn — L,_ — M1 J L.. ..J A 1 LIU _ - , 0 EILECIFRONIOCE L—T DESIGN AM) CONSTRUCTION 321 Likat.54th Avenue,Suite A p(303)412-2500 Thornton,CO 80260 f.(303)412-2514 ci T1 225 kVA 208Y/120V 3P 4W L , PP A B C p F RS TL .,--■ cm cm ii C3 , C3 C:1 0 CI CI C3 . , , 7,--=-_- EXISTING MDP DP Z3/0 CU G 500KVA UTILITY TRANSFORMER TO WATER UNE WITHIN 5' OF ENTRANCE, BUILDING STEEL .--- .!,) ,... IZT) E (200/3 (400/3 (300/3 ______.0.._..... ( 200/3 ( 200/3 ( 150/3 ( 150/3 ( 150/3 ( 150/3 ( 100/3 I 1 0 1 i I 0 /3 I 1 I I I I I . ( o/3 . 3/0 CU G I TVSS I TO (2) 5/8" DRIVEN ELECTRODES, TO WATER LINE WITHIN 5 OF ENTRANCE, BUILDING STEEL. ONE- LINE DIAGRAM - ALL EQUIPMENT NEW UON SCALE: NONE . , FAULT CURRENT SCHEDULE DEVICE FAULT AIC L—N RATING VOLTS MDP 31,955 42,000 277V L 28,420 30,000 277V FEEDER SCHEDULE PP 29,821 30,000 277V FEEDER AMPS CONDUIT AND FEEDER I FEEDING THESE DEVICES DP 20,110 22,000 1 20V 70 1"C, 44, #4N, #8G L—T TVSS SCHEDULE A 17,266 22,000 120V 100 1-1/2"C, 3#1, #1N, #8G TL L—T 7,208 10,000 120V 150 1-1/2"C, 3#1/O, #1/ON, #6G C, D, F, RS KEY DESCRIPTION/REMARKS MOUNTING APPROVED MANUFACTURERS MODEL NUMBER B 16,924 22,000 120V 200 2"C, 3#3/0, #3/0N, #6G A, B, L TVSS PROTECTION FOR MDP SURFACE ERITECH ERICO TDX200M-277/480 C 15,626 22,000 1 20V 300 2-1/2"C, 3#350kcmil, #4G Ti D 15,251 22,000 1 20V 400 3-1/2"C, 3#600kcmil, #600kcmil N, #2G PP F 1 4,947 22,000 1 20V 600 (2)3"C, 3#350kcmil, #350kcmil N, #1G DP ... .. IS. ' - .. RS 3,028 10,000 1 20V 800 (3)3"C, 3#300kcmil, #300kcmil N, #1/OG MDP - Man Cheek Ikkeltial 110/10A0 TL 1 3,789 22,000 1 20V SIZING METHOD: COPPER, 60`C #12 THROUGH #1, 75'C 1/0 AND ABOVE No. Pbovtoicei end Milestatim Ititibmistelans Pato RATINGS BASED ON UTILITY—PROV1DED AVAILABLE FAULT AT TIGARD, OREGON SECONDARY OF UTILITY TRANSFORMER OF 38,571A. ULTIMATE ELECTRONICS 1003 CASCADE AVENUE TIGAFC, OREGON 91223 9? Stantec Stantec Architecture Inc. Tel. 707.765.1660 1137 N. McDowell Blvd. Fax.707.765.9908 Petaluma, CA U.S.A. 94954 www•stetee.com REFERENCE ONLY 01:04T ROBISON NOT APPROVED WITH THIS PERMIT v., ENGINEERING, INC 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 PHONE: 206-364-3343 FAX:206-364-3363 Eklia"This ONE—LINE DI A6RAMI CALCULATIONS tosi rogoottia , p Ffa:,t,6. 2001649004 -a ,94-) CiiN4,0-86/14_ IL*etas No. Seale a I ' "1230 fr; 4500 ma. — .' NOVISlied A7 q' 3 1 'III' ;1,g._,...... E5.0 Aft 06-08-10 6 . COPIRIGIIT 2010,ROBISON 0401141EBING,K. RROAING FA.RHLVULMIKE IIECIRONICS\230-437 ILE WARD,ORVV101.50.DVIG 06-08-2010 0915 „1',.: 0 r) 2010 RILL _I M L J I Panel Room Volts 480Y/277V 3P 4W AIC 42,000 Panel Room Volts 480Y/277V 3P 4W AIC 30,000 Panel Room Volts 480Y/277V 3P 4W AIC 30,000 A _i M D P Mounting SURFACE Bus Amps 800 Main Bkr MLO Mounting SURFACE Bus Amps 225 Main Bkr MLO Mounting SURFACE Bus Amps 400 Main Bkr MLO Fed from UT�.ITY Neutral 100% Lugs STANDARD Fed from MDP Neutral 100% Lugs STANDARD Fed from MDP Neutral 100% Lugs STANDARD - - - Note: NEW PANEL THIS PROJECT SERVICE ENTRANCE RATED Note: NEW PANEL THIS PROJECT Note: NEW PANEL THIS PROJECT ALL NEW BREAKERS SHALL MEET THE AIC RATING OF THE PANELS. 0 C LL,[C TRO- OC O CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD AT CONTRACTOR'S OPTION, SHARED NEUTRALS MAY BE USED ON COMBINED HOMERUNS. DESIGN AND CONSTRUCTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION PER 2005 NEC, 210.4(B), ANY SUCH RESULTING MULTIWIRE BRANCH CIRCUIT THAT 321 West 54th Avenue,Suite A p(303)412-2500 1 200/3 61.2 PANEL L a 2 300/3 185 XFMR T1 1 20/1 2.58 UGHTING a 2 20/1 0 NIGHT 1 70/3 41.5 RTU-1 a 2 20/3 12.5 RTU-8 SUPPLIES MORE THAN ONE DEVICE OR EQUIPMENT ON THE SAME YOKE SHALL BE Thornton,CO 50260 f.(303)412-2514 3 I b 4 I 3 20/1 2.94 UGHTING b 4 20/1 0.017 EXIT SIGN UGHTING 3 I b 4 I PROVIDED WITH A MEANS TO DISCONNECT SIMULTANEOUSLY ALL UNGROUNDED 5 I c 6 I 5 20/1 1.47 UGHTING c 6 20/1 1.65 UGH11NG 5 I c 6 I CONDUCTORS SUPPLYING THOSE DEVICES OR EQUIPMENT AT THE POINT WHERE THE 7 400/3 264 PANEL PP a 8 /3 0 200 A SPACE 7 20/1 2.58 UGHTING a 8 20/1 0.66 UGHTING 7 70/3 41.5 RTU-2 a 8 20/3 11.7 TRASH COMPACTOR BRANCH CIRCUIT ORIGINATES. PROVIDE MULTIPOLE BREAKERS AS NEEDED TO MEET THIS 9 I b 10 I 9 20/1 2.21 UGH11NG b 10 20/1 1.92 LIGHTING 9 I b 10 I REQUIREMENT. , 11 I c 12 I 11 20/1 2.21 UGH11NG c 12 20/1 1.54 UGHTING 11 I c 12 I 13 30/3 0.1 SURGE PROTECTOR a 14 /3 0 100 A SPACE 13 20/1 1.84 UNITING a 14 20/1 0.523 UGHTING 13 70/3 41.5 RTU-3 a 14 20/3 0 SPACE 15 I b 16 I 15 20/1 2.21 LIGHTING b 16 20/1 2.58 UGHTING 15 I b 16 I 17 I c 18 I 17 20/1 1.47 UGHTING c 18 20/1 1.47 UGHTING 17 I c 18 I 19 20/1 2.58 UGHTING a 20 20/1 2.58 UGHTING 19 70/3 41.5 RTU-4 a 20 20/3 0 SPACE CONN. KVA CALC. KVA CONN. KVA CALC. KVA 21 20/1 1.84 UGH11NG b 22 20/1 0.016 UGHTING 21 I b 22 I 23 20/1 2.21 UGHTING c 24 20/1 0.825 UGHTING 23 I c 24 I UGHTING 80.2 100 (125%) CONTINUOUS 102 128 (125%) 25 20/1 2.21 UGHTING a 26 20/1 2.21 UGHTING 25 70/3 41.5 RTU-5 a 26 20/3 0 SPACE LARGEST MOTOR 11.7 14.6 (125%) HEATING 254 254 (100%) 27 20/1 2.58 LIGHTING b 28 20/1 2.21 UGHTING 27 I b 28 I OTHER MOTORS 8.25 8.25 (100%) NONCONTINUOUS 8 8 (100%) 29 20/1 2.58 UGHTING c 30 20/1 0 SPACE 29 I c 30 I RECEPTACLES 29.8 19.9 (50%>10) KITCHEN EQUIP 0 0 (N/A) 31 20/1 1.84 UNITING a 32 20/1 0 SPACE 31 30/3 19 RTU-6 a 32 20/3 0 SPACE Continuous 0 0 (0%) NONCOIN/DIVERSE 16.8 0 (0%) 33 20/1 2.42 UGHTING b 34 20/1 0 SPACE 33 I b 34 I Continuous 0 0 (0%) TOTAL KVA 511 532 35 20/1 2.53 UGH11NG c 36 20/1 0 SPACE 35 I c 36 I BALANCED THREE PHASE AMPS 641 37 20/1 2.75 UGHTING a 38 20/1 0 SPACE 37 30/3 13.3 RTU-7 a 38 20/3 0 SPACE PHASE BALANCE PERCENT: PHASE A 100% PHASE B 100% PHASE C 99.9% 39 20/1 0 SPACE b 40 20/1 0 SPACE 39 I b 40 I Panel Room Volts 208Y/120V 3P 4W AIC 22,000 41 20/1 0 SPACE c 42 20/1 0 SPACE 41 I c 42 I D P Mounting SURFACE Bus Amps 600 Main Bkr 600 Fed from Ti Neutral 100% Lugs STANDARD CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA Note: NEW PANEL THIS PROJECT LIGHTING 61.2 76.5 (125%) CONTINUOUS 0 0 (125%) LIGHTING 0 0 (125%) CONTINUOUS 0 0 (125%) LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) LARGEST MOTOR 11.7 14.6 (125%) HEATING 252 252 (100%) CKT CKT LOAD CKT CKT LOAD OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION RECEPTACLES 0 0 (50%>10) KITCHEN EQUIP 0 0 (N/A) RECEPTACLES 0 0 (50%>10) KITCHEN EQUIP 0 0 (N/A) Panel Room Volts 208Y/120V 3P 4W AIC 22,000 1 200/3 50.3 PANEL A a 2 200/3 27.7 PANEL B Continuous 0 0 (0%) NONCOIN/DIVERSE 0 0 (N/A) Continuous o 0 (0%) NONCOIN/DIVERSE 0 0 (N/A) Mounting SURFACE Bus Amps 225 Main Bkr MLO 3 I b I Continuous 0 0 (0%) TOTAL KVA 61.2 76.5 Continuous 0 0 (o%} TOTAL KVA 264 267 4 Fed from DP Neutral 100% Lugs STANDARD 5 I c 4 6 I BALANCED THREE PHASE AMPS 92.2 BALANCED THREE PHASE AMPS 321 Note: NEW PANEL THIS PROJECT 7 100/3 49.9 PANEL IL a 8 20/3 0 SPACE PHASE BALANCE PERCENT: PHASE A 109% PHASE B 103% PHASE C 88% PHASE BALANCE PERCENT: PHASE A 100% PHASE B 100% PHASE C 100% CKT CKT LOAD CKT CKT LOAD 9 I b 10 I Panel Room Volts 208Y/120V 3P 4W AIC 22,000 Panel Room Volts 208Y/120V 3P 4W AIC 22,000 # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 11 I c 12 I Mounting SURFACE Bus Amps 225 Main Bkr MLO Mounting SURFACE Bus Amps 225 Main Bkr MLo 13 150/3 22 PANEL C a 14 150/3 24.8 PANEL F / 20 j1 0 SPACE a 2 20/1 1.2 N WALL RECEP 15 I b 16 I Fed from DP Neutral 100% Lugs STANDARD Fed from DP Neutral 100% Lugs STANDARD 3 20/1 0 SPACE b 4 20/1 1.2 TV WALL RECEP 17 I c 18 I Note: NEW PANEL THIS PROJECT Note: NEW PANEL THIS PROJECT 5 20/1 0 SPACE c 6 20/1 1 TV WALL AMP RECEP 19 150/3 5.04 PANEL D a 20 150/3 5.65 PANEL RS - - - 7 20/1 0 SPACE a 8 20/1 1.2 TV WALL RECEP CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD 21 1 b 22 I 9 20/1 1.2 TV WAIL, RECEP b 10 20/1 1.2 TV WALL RECEP 23 I c 24 I # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 11 20/1 1.2 TV WALL RECEP c 12 20/1 1.2 TV WALL RECEP 1 20/1 0.506 EF-1 a 2 20/1 0.5 FACP 1 20/1 0.36 RECEPTACLE a 2 20/1 1 POWER-SIGNAL POLE 13 20/1 0.75 TV WALL AMP RECEP a 14 20/1 1.2 TV WALL RECEP CONN. KVA CALC. KVA CONN. KVA CALC. KVA 3 20/1 0.506 EF-2 b 4 20/1 0.18 WP GFCI 3 20/1 1 POWER-SIGNAL POLE b 4 20/1 1 POWER-SIGNAL POLE 15 20/1 1.2 TV WALL RECEP b 16 20/1 1.2 TV WALL RECEP 5 20/1 0.506 EF-3 c 6 20/1 0.1 TIMEC LOCK 5 20/1 1 POWER-SIGNAL POLE c 6 20/1 1 POWER-SIGNAL POLE 17 30/1 2.4 TV WALL RECEP c 18 20/1 1.2 TV WALL RECEP LIGHTING 19 23.8 (125%) CONTINUOUS 102 127 (125%) 7 20/1 1.5 WATER HEATER a 8 20/1 0.9 DUCT SMOKE DET 7 20/1 1 POWER-SIGNAL POLE a 8 20/1 1 POWER-SIGNAL POLE 19 20/1 1.2 TV WALL RECEP a 20 20/1 1.2 TV WALL RECEP LARGEST MOTOR 2.5 3.13 (125%) HEATING 1.5 1.5 (100%) 9 20/1 0.36 RECEPTACLE b 10 20/1 0 SPACE 9 20/1 1 POWER-SIGNAL POLE b 10 20/1 0.36 RECEPTACLE 21 20/1 1.2 TV WALL RECEP b 22 20/1 1.2 TV WALL RECEP OTHER MOTORS 5.75 5.75 (100%) NONCONTINUOUS 8 8 (100%) 11 20/1 0.18 RECEPTACLE c 12 20/1 0 SPACE 11 20/1 1 POWER-SIGNAL POLE c 12 20/1 0.72 RECEPTACLE 23 20/1 1.2 TV WALL RECEP c 24 20/1 1.25 TV WALL AMP RECEP RECEPTACLES 29.8 19.9 (50%>10) KITCHEN EQUIP 0 0 (N/A) 13 20/1 0.9 UGH11NG a 14 20/1 0 SPACE 13 20/1 1 POWER-SIGNAL POLE a 14 20/1 0.72 RECEPTACLE 25 20/1 1.2 1V WALL RECEP a 26 20/1 1.2 TV WALL RECEP Continuous 0 0 (0%) NONCOIN/DIVERSE 16.8 0 (0%) 15 20/1 0.404 UGH11NG b 16 20/1 0.5 UGHTING & HVAC CONTROLS 15 20/1 0 SPACE b 16 20/1 0.72 RECEPTACLE 27 20/1 1.2 TV WALL RECEP b 28 20/1 1.2 TV WALL RECEP Continuous 0 0 (0%) TOTAL KVA 185 189 17 20/1 0.904 UNITING c 18 20/1 1 SIGN 17 20/1 0 SPACE c 18 20/1 0.72 CEIUNG J BOX 29 20/1 1 TV WALL AMP RECEP c 30 20/1 1.2 TV WALL RECEP BALANCED THREE PHASE AMPS 527 19 20/1 0.904 UGHTING a 20 20/1 1 SIGN 19 20/1 1 POWER-SIGNAL POLE a 20 20/1 0.72 RECEPTACLE 31 20/1 1.2 TV WALL RECEP a 32 20/1 1.2 TV WALL RECEP PHASE BALANCE PERCENT: PHASE A 92.1% PHASE B 106% PHASE C 102% 21 20/1 0.9 UGHTING b 22 20/1 1 SIGN 21 20/1 0.54 RECEPTACLE b 22 20/1 0.18 RECEPTACLE 33 20/1 1.2 TV WALL RECEP b 34 20/1 1.2 TV WALL RECEP Panel Room Volts 208/120V 2P 3W AIC 10,000 23 20/1 0 SPACE c 24 20/1 1 SIGN 23 20/1 1 POWER-SIGNAL POLE c 24 20/1 0.72 RECEPTACLE 35 20/1 1.2 TV WALL RECEP c 36 20/1 1.2 TV WALL RECEP 25 20/1 0 SPACE a 26 20/1 1 SIGN 25 20/1 0 SPACE a 26 20/1 0.54 RECEPTACLE 37 20/1 1.2 TV WALL RECEP a 38 20/1 1.2 TV WALL RECEP L _ T Mounting SURFACE Bus Amps 100 Main Bkr MLO 27 20/1 0 SPACE b 28 20/1 1 SIGN 27 20/1 1 POWER-SIGNAL POLE b 28 20/1 0.36 RECEPTACLE 39 20/1 1.2 TV WALL RECEP b 40 20/1 1.2 TV WALL RECEP Fed from A Neutral 100% Lugs STANDARD 29 20/1 0 SPACE c 30 20/1 1 SIGN 29 20/1 1 POWER-SIGNAL POLE c 30 20/1 0.36 RECEPTACLE 41 20/1 1.2 TV WALL RECEP c 42 20/1 1.2 TV WALL RECEP Note: NEW PANEL THIS PROJECT 31 20/1 1 SIGN a 32 20/1 1 SIGN 31 20/1 1 POWER-SIGNAL POLE a 32 20/1 0.72 RECEPTACLE 43 20/1 0 SPACE a 44 20/1 1.2 TV WALL RECEP 33 20/1 1 SIGN b 34 20/1 1 SIGN 33 20/1 1 POWER-SIGNAL POLE b 34 20/1 0.54 RECEPTACLE 45 20/1 0 SPACE b 46 20/1 1.2 TV WALL RECEP CKT CKT LOAD CKT CKT LOAD 35 20/1 1 SIGN c 36 20/1 0 SPACE 35 20/1 1 POWER-SIGNAL POLE c 36 20/1 0 SPACE 47 20/1 0 SPACE c 48 20/1 0.25 TV WALL AMP RECEP # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 37 20/1 1 SIGN a 38 20/1 0 SPACE 37 20/1 0 SPACE a 38 20/1 0.72 RECEPTACLE 49 20/1 0 SPACE a 50 20/1 1.2 TV WALL RECEP 1 20/1 0.75 RECEP 5-20R a 2 30/2 4 RECEP 10-30R 39 20/1 1 SIGN b 40 70/2 25.5 PANEL L-T 39 20/1 1 POWER-SIGNAL POLE b 40 20/1 0 SPACE 51 20/1 0 SPACE b 52 20/1 0 SPACE 3 20/1 0.75 RECEP 5-20R b 4 1 41 20/1 1 SIGN c 42 I 41 20/1 0.72 RECEPTACLE c 42 20/1 0 SPACE 53 20/1 0 SPACE c 54 20/1 0 SPACE 5 20/1 0 SPACE a 6 30/2 4 RECEP 14-50R 7 20/1 0 SPACE b 8 1 CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA 9 20/1 0 SPACE a 10 50/2 8 RECEP 10-50R LIGHTING 19 23.8 (125%) CONTINUOUS 1.1 1.38 (125%) UGHTING 0 0 (125%) CONTINUOUS 18 22.5 (125%) UGHTING 0 0 (125%) CONTINUOUS 49.9 62.3 (125%) 11 20/1 0 SPACE b 12 1 LARGEST MOTOR 0.506 0.633 (125%) HEATING 1.5 1.5 (100%) LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) 13 20/1 0 SPACE a 14 50/2 8 RECEP 14-50R OTHER MOTORS 1.01 1.01 (100%) NONCONTINUOUS 8 8 (100%) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) 15 20/1 0 SPACE b 16 I RECEPTACLES 2.37 2.37 (50%>10) KITCHEN EQUIP 0 0 (N/A) RECEPTACLES 9.72 9.72 (5M10) KITCHEN EQUIP 0 0 (N/A) RECEPTACLES 0 0 (50%>10) KITCHEN EQUIP 0 0 (N/A) Continuous o 0 (0%) NONCOIN/DIVERSE 16.8 0 (0%) Continuous 0 0 (0%) NONCOIN/DIVERSE 0 0 (N/A) Continuous 0 0 (0%) NONCOIN/DIVERSE 0 0 (N/A) CONN. KVA CALC. KVA CONN. KVA CALC. KVA Continuous 0 0 (0%) TOTAL KVA 50.3 `38.7 Continuous 0 0 (0%) TOTAL KVA 27.7 32.2 Continuous 0 0 (0%) TOTAL KVA 49.9 62.3 LIGHTING 0 0 (125%) CONTINUOUS 0 0 (125%) BALANCED THREE PHASE AMPS 107 BALANCED THREE PHASE AMPS 89.5 BALANCED THREE PHASE AMPS 173 LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) PHASE BALANCE PERCENT: PHASE A 58.3% PHASE B 124% PHASE C 118% PHASE BALANCE PERCENT: PHASE A 106% PHASE B 94.2% PHASE C 100% PHASE BALANCE PERCENT: PHASE A 98.4% PHASE B 101% PHASE C 101% OTHER MOTORS 0 0 (100%) NONCONTINUOUS 8 8 (100%) RECEPTACLES 0.75 0.75 (5O%>10) KITCHEN EQUIP 0 0 (N/A) Panel Room Volts 208Y/120V 3P 4W AIC 22,000 Panel Room Volts 208Y/120V 3P 4W AIC 22,000 Panel Room Volts 208Y/120V 3P 4W AIC 22,000 Continuous 0 0 (0%) NONCOIN/DIVERSE 16.8 0 (0%) C Mounting SURFACE Bus Amps 225 Main Bkr MLO Mounting SURFACE Bus Amps 225 Main Bkr MLO Mounting SURFACE Bus Amps 225 Main Bkr MLO Continuous 0 0 (0%) TOTAL KVA 25.5 8.75 Fed from DP Neutral 100% Lugs STANDARD D Fed from DP Neutral 100% Lugs STANDARD F Fed from DP Neutral 100% Lugs STANDARD BALANCED PHASE AMPS 42.1 Note: NEW PANEL THIS PROJECT Note: NEW PANEL THIS PROJECT Note: NEW PANEL THIS PROJECT PHASE BALANCE PERCENT: PHASE A 100% PHASE B 100% CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD Panel Room Volts 208Y/120V 3P 4W AIC 10,000 # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION R S Mounting SURFACE Bus Amps 100 Main Bkr MLO 1 20/1 1 POWER-SIGNAL POLE a 2 20/1 0.18 RECEPTACLE 1 20/1 0.72 RECEPTACLE a 2 20/1 0 SPACE 1 20/1 0.36 PRO CTOR a 2 20/1 1 POWER-SIGNAL POLE Fed from DP Neutral 100% Lugs STANDARD 3 20/1 1 POWER-SIGNAL POLE b 4 20/1 0.36 RECEPTACLE 3 20/1 0.72 RECEPTACLE b 4 20/1 0 SPACE 3 20/1 0.36 PROTECTOR b 4 20/1 1 POWER-SIGNAL POLE _ _ 5 20/1 1 POWER-SIGNAL POLE c 6 20/1 0.18 RECEPTACLE 5 20/1 0.54 RECEPTACLE c 6 20/1 0 SPACE 5 20/1 0.72 RECEPTACLE c 6 20/1 1 POWER-SIGNAL POLE Note: NEW PANEL THIS PROJECT _7 20/1 1 POWER-SIGNAL POLE a 8 20/1 0.9 RECEPTACLE 7 20/1 0.54 RECEPTACLE, CASH WRAP a 8 20/1 0 SPACE 7 20/1 0.72 RECEPTACLE a 8 20/1 1 POWER-SIGNAL POLE CKT CKT LOAD CKT CKT LOAD 9 20/1 1 POWER-SIGNAL POLE b 10 20/1 0.9 RECEPTACLE 9 20/1 0.54 RECEPTACLE b 10 20/1 0 SPACE 9 20/1 0 SPACE b 10 20/1 1 POWER-SIGNAL POLE # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 11 20/1 1 POWER-SIGNAL POLE c 12 20/1 0.54 RECEPTACLE 11 20/1 0.36 RECEPTACLE c 12 20/1 0 SPACE 11 20/1 0 SPACE c 12 20/1 1 POWER-SIGNAL POLE Plan Check SukaNttat COMINIO 1 20/1 0.18 CORD REEL a 2 20/1 0.36 RECEPTACLE 13 20/1 1 POWER-SIGNAL POLE a 14 20/1 0.36 RECEPTACLE 13 20/1 0.72 RECEPTACLE a 14 20/1 0 SPACE 13 20/1 0 SPACE a 14 20/1 1 POWER-SIGNAL POLE No. 1le+►1010r+.end IiiI.man..Mubateete+. Pat. 3 20/2 0.7 SAW b 4 20/1 0.18 CORD REEL 15 20/1 1 POWER-SIGNAL POLE b 16 20/1 0.36 RECEPTACLE 15 20/1 0.36 RECEPTACLE b 16 20/1 0 SPACE 15 20/1 0.72 RECEPTACLE b 16 20/1 1 POWER-SIGNAL POLE TICA ,5 /c 6 20 2 0 SPACE 17 20/1 1 POWER-SIGNAL POLE c 18 20/1 0.18 RECEPTACLE 17 20/1 0.54 RECEPTACLE c 18 20/1 0 SPACE 17 20/1 0.54 RECEPTACLE c 18 20/1 0.36 RECEPTACLE OECON 7 20/2 2.5 COMPRESSOR a 8 19 20/1 1 POWER-SIGNAL POLE a 20 20/1 0 SPACE 19 20/1 0 SPACE a 20 20/1 0 SPACE 19 20/1 0.54 RECEPTACLE a 20 20/1 0.72 RECEPTACLE ULTIMATE ELECTRONICS / I 21 20/1 1 POWER-SIGNAL POLE b 22 20/1 0 SPACE 21 20/1 0 SPACE b 22 20/1 0 SPACE 21 20/1 0.54 RECEPTACLE b 22 20/1 0.36 RECEPTACLE 1003 CASCADE AVENUE 9 I b 10 20/2 0 SPACE 23 20/1 0 SPACE c 24 20/1 0 SPACE 23 20/1 0 SPACE c 24 20/1 0 SPACE 23 20/1 0.18 SENSORMA11C c 24 20/1 1 POWER-SIGNAL POLE TIGARD, OREGON 91223 11 20/1 0.6 CEILING FAN c 12 I 25 20/1 1 POWER-SIGNAL POLE a 26 20/1 0 SPACE 25 20/1 0 SPACE a 26 20/1 0 SPACE 25 20/1 1.2 AUTOMATIC DOORS a 26 20/1 1 POWER-SIGNAL POLE 13 20/1 0 SPACE a 14 20/1 0 SPACE 27 20/1 1 POWER-SIGNAL POLE b 28 20/1 0 SPACE 27 20/1 0 SPACE b 28 20/1 0 SPACE 27 20/1 1.2 AUTOMATIC DOORS b 28 20/1 1 POWER-SIGNAL POLE 17 20/1 0 SPACE b 18 20/1 0 SPACE 29 20/1 1 POWER-SIGNAL POLE c 30 20/1 0 SPACE 29 20/1 0 SPACE c 30 20/1 0 SPACE 29 20/1 0.72 CASH WRAP, RECEPTACLE c 30 20/1 1 POWER-SIGNAL POLE 0 StanteC 17 20/1 0 SPACE c 18 20/1 0 SPACE 31 20/1 1 POWER-SIGNAL POLE a 32 20/1 0 SPACE 31 20/1 0 SPACE a 32 20/1 0 SPACE 31 20/1 0 SPACE a 32 20/1 1 POWER-SIGNAL POLE 19 20/1 0 SPACE a 20 0 20/1 0 SPACE 33 20/1 1 POWER-SIGNAL POLE b 34 20/1 0 SPACE 33 20/1 0 SPACE b 34 20/1 0 SPACE 33 20/1 0 SPACE b 34 20/1 1 POWER-SIGNAL POLE Stantec Architecture Inc. Tel. 707.765.1660 21 20/1 0 SPACE b 22 20/1 0 SPACE 35 20/1 1 POWER-SIGNAL POLE c 36 20/1 0 SPACE 35 20/1 0 SPACE c 36 20/1 0 SPACE 35 20/1 0 SPACE c 36 20/1 0.54 RECEPTACLE 1137 N. McDowell Blvd. Fax.707.765.9908 23 20/1 0 SPACE c 24 20/1 0 SPACE 37 20/1 1 POWER-SIGNAL POLE a 38 20/1 0 SPACE 37 20/1 0 SPACE a 38 20/1 0 SPACE 37 20/1 0 SPACE a 38 20/1 0 SPACE Petaluma, CA U.S.A. 94954 www.S�com 25 20/1 0 SPACE a 26 20/1 0 SPACE 39 20/1 0 SPACE b 40 20/1 0 SPACE 39 20/1 0 SPACE b 40 20/1 0 SPACE 39 20/1 0 SPACE b 40 20/1 0 SPACE REFERENCE ONLY PP 27 20/1 0 SPACE b 28 20/1 0 SPACE 41 20/1 0 SPACE c 42 20/1 0 SPACE 41 20/1 0 SPACE c 42 20/1 0 SPACE 41 20/1 1 POWER-SIGNAL POLE c 42 20/1 0 SPACE NOT APPROVED WITH THIS PER 4TA' 29 20/1 0 SPACE c 30 20 j1 1.13 EF-4 CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA v ENGINEERING, INC LIGHTING 0 0 (125%) CONTINUOUS 0 0 {125%) UGHTING 0 0 (125%) CONTINUOUS 18 22.5 (125%) LIGHTING 0 0 (125%) CONTINUOUS 0 0 (125%) LIGHTING 0 0 (125%) CONTINUOUS 15 18.8 (125%) 20300 19TH AVENUE N.E.,SHORELINE,WA 98155 LARGEST MOTOR 2.5 3.13 (125%) HEATING 0 0 (100%) LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) LARGEST MOTOR 1.2 1.5 (125%) HEATING 0 0 (100%) PHONE: 206.364-3343 FAX:206-364-3363 OTHER MOTORS 1.83 1.83 (100%) NONCONTINUOUS 0 0 (100%) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) OTHER MOTORS 1.2 1.2 (100%) NONCONTINUOUS 0 0 (100%) RECEPTACLES 1.32 1.32 (50%>10) KITCHEN EQUIP 0 0 (N/A) RECEPTACLES 3.96 3.96 (50%>10) KITCHEN EQUIP 0 0 (N/A) RECEPTACLES 5.04 5.04 (50%>10) KITCHEN EQUIP 0 0 (N/A) RECEPTACLES 7.38 7.38 (50%>10) KITCHEN EQUIP 0 0 (N/A) PANL SCH! ULS Continuous 0 0 (0%) NONCOIN/DIVERSE 0 0 (N/A) Continuous 0 0 (0%) NONCOIN/DIVERSE 0 0 (N/A) Continuous 0 0 (0%) NONCOIN/DIVERSE 0 0 (N/A) Continuous 0 0 (0%) NONCOIN/DIVERSE 0 0 (N/A) Continuous 0 0 (0%) TOTAL KVA 5.65 6.28 Continuous 0 0 (0%) TOTAL KVA 22 26.5 Continuous o 0 (0%) TOTAL KVA 5.04 5.04 Continuous 0 0 (0%) TOTAL KVA 24.8 28.8 BALANCED THREE PHASE AMPS 17.4 BALANCED THREE PHASE AMPS 73.5 BALANCED THREE PHASE AMPS 14 BALANCED THREE PHASE AMPS 80.1 &lei p °"""' - 64, PHASE BALANCE PERCENT: PHASE A 98.6% PHASE B 94.7% PHASE C 107% PHASE BALANCE PERCENT: PHASE A 115% PHASE B 104% PHASE C 80,6% PHASE BALANCE PERCENT: PHASE A 118% PHASE B 96.4% PHASE C 85.7% PHASE BALANCE PERCENT: PHASE A 103% PHASE B 99% PHASE C 97.6% \�4%�calNk se �,M ,�,� acid. . 2 ,423 P ` 4900 Priebe Ho. . 0 .Prviord Ar q3I 1 Data 06-08-let E5I 6 COPIRIGHT 2010,ROBISON ENGINEERING,K. .& 0 F:�.. u►tE aoNics\23o- 7 u.�ncu0,oRc�s1.t�wc 06-08-2010 a�1s C 21:110 s.," [ L1 - L J I A 7 ,... 1 0 RELECIFROMICO DESIGN AND CONSTRUCTION 321 West 134th Avenue,Suite A p(303)412-2500 Thornton,CO 80260 f.(303)4I2-2514 Form 5a Project Name: Ultimate Electronics Tigard,OR Page i Form 5b Project Name: Ultimate Electronics Tigard,OR Page: - LIGHTING GENERAL INTERIOR LIGHTING POWER - Tenant Space Method v` -� Form 2a Project Name: ULTIMATE ELECTRONICS, TIGARD, OR Page: Lighting Budget 1.Interior Exceptions (Section 1313.1) SUMMARY sal (by (e) (d) 13 No Interior Lighting.The building plans and specifications do not call for new or altered interior lighting. 1 Skip to item 5,Exterior building lighting-General,below. Project 1. Project NamE' Occupancy/ Exceptions Ea Exceptions.#-The building or part of the building qualifies for an exception from code lighting 1 j ' ULTIMATE ELECTRONICS Tenant or Building Type Floor Area Max Power Discussion at Use Types Lighting Pourer qualifying requirements.Applicable code exception is number: Project Ti a SW Scholls Ferry Road (Table-t3G1 {sq ft} Density x exceptions in mstrvcuors p -� 2. Pro act A{�dress See Instmctions for desc- y{y1flft j Budget{W} _ notion of Pata't section, 2.Lighting equipment that qualifies for an exception in addition to general lightiruj and is separefely 3.City/Town Tigard , County WaSttingtOCt occupancy 39,997 1.5 59,986 controlled.Applicable code exception is number: Lighting Power 1, Total Interior Lighting Power Budget(Watts)for Building. 5g,99g i 2.7 4.Building,Gross Area ft2 Budget _. Areas of the building and equipment that qualify for any exceptions: - --- g, { } 39,000 6.No.of Floors 1 _ _ _ Plans/Specs 7,Construction Site Elevation Above 2,000 ft? ❑ YES ❑NO Show compliance by inC=ud,ny a Sales floor i Track Lighting 2. Total length of track lighting(ft) 108 drawing sheet,detail number, - , ,_ f Power and/or specification section and' subparagraph. 2,Local controls (Section 1313.3.1.1) Attached Chapter Type ID Description Attach 3. Line 2 multiplied by 50 Watts/ft 5,400 a compotes.At least one local shut-on lighting control tar every'L,OOU square feet of Forms and Building Enveiope Form 3a Building Envelope-General ❑ 4. Total amperage of circuit breaker(s)serving track lighting(amps) 130 lighted floor area and for all spaces enclosed by walls or ceiling height partitions. 5• Voltage of circuit breaker serving track lighting(volts) 120 This control is detailed in the building plans on drawing number: [�G --`°� 3b Prescriptive Path-All Climate Zones El Worksheets ❑ Exception. The building or art of the building - i * Floppy mp Report for Simplified Trade-off ❑ s. Maximum wattage of track lighting(multiply tine 4 by line 5) g 6� P g p ng qualifies for an exception. *in lieu of 313 * Floppy disc with.ocC CodeComp file ❑ pplicable code exception is Section 1313.3-1,1,Exception: __ ________ p 7. VA rating of the inline current limiter or the low voltage transformers 3,600 - _ Check boxes to Worksheet 3a Wall U-factor ❑ Portions of the building that qualify: I- � `����- indicate attached 8. Track Lighting Power(the lesser value of line 3,6 or 7) j 3b Roof U-factor ❑ 3,600 ___ forms and 3c Floor U-factor ❑ 3.Automatic Shutoff Controls (Section 1313.3.1.2) worksheets 3d Window/Skylight Schedule ❑ 9. Total Interior Lighting Power from Worksheet 5b-1(Sum of Column{m}) + 51280 ❑ Not Applicable.Office floor area is not over 2,000 square feet of contiguous office floor area or Building's Interior 10, Total Adjusted Interior Lighting Power (line 8+line 9) - 54,880 permitted space is not over 5,000 square feet.No offices less than 300 square feet,meeting Systems Form 4a Systems-Genera! ❑ Lighting Power - or conference rooms.or school classrooms. 4fa Complex Systems ❑ t1- Does interior Lighting Design Meet Budget? Line 10 must be no greater than line#, YES m Complies.All interior lighting systems are equipped with a separate automatic control to shut off lighting Worksheet 4a Unitary Air Conditioners-Air Cooled ❑ during unoccupied periods.Offices less than 300 square feet,meeting and conference rooms,and school Exterior Canopy i classrooms are equipped with occupancy sensors that comply with Section 1313-3.1,2.1. 4b Unitary Air Cond.-Water&Evap Cooled ❑• Parking Garage 12• Do Exterior Canopies Meet Budget(Worksheets 5c)? WA Compliance details in plans/specs: E3.0 II 4d Unitary Heat Pump-Air Cooled ❑ Lighting Power 13, Does Parking Garage Meet Budget(Worksheets 5c)? NIA fA ❑ Exception. I he butldtng or pan or me buataing gilallhes for an exception.P 4d Unitary Heat Pump-Water Cooled ❑ Applicable code exception is Section 1313.3,1,2,Exception: _"�_ -----1 4e Packaged Terminal A.C.-Air Cooled ❑ Portions of the building that qualify: -� = 4f Packaged Terminal Heat Pump-Air Cooled ❑ L- ___l1 4g Water Chilling Pkgs-Water&Air Cooled ❑ 4h Heat Rejection Equipment ❑ 4.Daylighting Controls(1313.3.1.3) 4i Boiler-Gas-Fired and Oil-Fired 0 at No classrooms or atriums with skylights or window to wall ratio greater than 50%. 4j Furnace&Unit Heaters-Gas and Oil-Fired ❑ ❑ Complies.All classrooms and atriums with window to wall ratio greater than 50%and/or skylights are 4k Simultaneous Heating and Cooling ❑ equipped with automatic daylight sensing controls,as required by Section 1313.3.1.3.1 and Section 1313.3.1,3,2, The daylight sensors specified_comply with Section 1313.3,1,3.3. 41 Air Transport Energy ❑ Compliance details in plans/specs: 4m Natural Ventilation [] Lighting Form 5a Lighting-General 0 Exterior Build-ing 5.Exterior Lighting(Section 1313.5) Sb Interior Lighting Power-Tenant Method ❑ Lighting w Complies.The plans do not call for use of incandescent or mercury vapor lamps for use on building exterior. 5c Inn. Ltng. Power-Space-by-Space Method ❑ is lighting directed to ttlumina:e L-t Exception.The building plans indicate luminaires with incandescent or mercury vapor lamps,but are Worksheet 5a Lighting Schedule 0 the exterior of the building and specified for use in or around swimming pools,water features,or other locations subject to requirements adjacent walkways and loading of Article 680 of the 2002 National Electrical Code. 5b Interior Lighting Power Q areas with or without canopies. Clock Switches Shall be astronomic(seasonal 6.Exterior and Canopy Lighting Controls(Section 1313.3.2) Applicant 7- Name P.E. Mark Robison 10.Telephone 206-364-3343 correcting)type with separate o Complies.The building plans and specifications include photoelectric and/or clock switches on all exterior programs for each day of the lighting systems which are designed and programmed to extinguish lights when daylight is present,as j 8.Company Robison Engineering, Inc 11, Date 05107/10 week and shall store energy to required by Section 1313.3,2. maintain timekeeping curing power outages. 9,Signature 7.Connected Lighting Power(Section 1313.4) .. YESCom lies. The lighting p g g power does not exceed the power allowance established Attached No.of Pages Description of Documentation ° . in either the Tenant Space Method(Form 5b)or the Space-by-Space Method(Form 5c). • Document- /,''''‘',;; .'''',T''',N>4*i " ti Tenant Space Method(Form 513 +, • , ��1 P ( 5b) Space-by-Space Method(Form 50) t ation 5-2 V2 4 1•Con-whence watts 21x19 OSSC V2 4 1-Compliance wrth 2007 OSSC Compliance with OSSC,effective 01/01/05 - ._ nntk: f'1,(7t tome :kma,n E:e ylkp_ ;r.,,OA I n..I,._- _,. Worksheet 513-1 Project Name: r -_.. I Ultimate Electran,CS Tigard,OR Page LIGHTING FIXFURE SCHEDULE(see Tebte Sc in ivatruetiona for default tnminaire power). INTERIOR LIGHTING POWER Fl- fn, 1 -_ ,.I fai ,� i `ism -_� _...... .._. _ '- '°' iam3rs•a 3'f+ .�. t �� a" iiyx,n«..r,°tiuw9a.s..f,,h.�•,. txs;a-etecr new -`. ._ •Space-by-Space Method Only ;:a,7,71 vr.;■::.,..:,nw..,._. _,...._...,. �hsr -?eixvon� say res 1 - a47Y:.24.,,N'J.rtaw .„,. , , nn i r .. Skip to column fj d using the renew Sc paa Method f •M0,4..4 afxn`,�cireueiec',v aiw 1 i ww nmui _ -_4 2"1-_F8}174..0., _ Oka..tbttal oket 82 If rr11 , a _ f [rogrone Netehtl{ 5 t fa,' (b) {('') fd) (a) t (V) (h) IfM13 F'ti"ax ro^t THafocl_. a:c sam`� -- __. tt ._-. f 7 '�d 7 NO Lt1r[{(D () t�) U) ik1 r c,.=';,.,.•w,,i,i(� a yi y yx:.g_..__ ._-__.___- tr«r ai_ _ from Quantity of w. n J'_°" Roam I roc -_-_......_._`��..,_..mm rwr 1{ f.; { Space Type Space Lighting Power W Luminaires(or Luminaire '1-T not leave any Area (Table 13-H worksheet ( i Lighting Room 1 m _--_.,..._-.- )�._.- _-- { ) Type Budget kneat ft.for track Power Exempt ' Power Total Lig, i..__ ... -_ Wanks) {R') {enter space type only once per room, LPD Column _; f- _ Each room Retail fa) -k9hbn9) r (watts) Fatures (g)x(n) Power _.._.,. _--, . - Each room be _- _-,__. - 108 335 CJ _ 37,260 37,260 �_' ----_. - mustil3ed. _- --_ <; 94 114 10716 19.338 - 1 -i t --. ._-.,i-_ _ Describe luminaires - _ - ! _.____r_,_ -____, .,. __.__,,,. ' for each ind;vktuei 112 G -_.. 1.X64 { .-_-__ - 22 t roam rn plena. ONIMMINIIIMIll 54 0 1,458 ._... T. ---_ --!INN- 8 4' I 108 50 u 5,400 ri :: If ; 14 114 Cl _Mill 1.5 40 1 a4f) }_.- _ „_ For track dghgrtg __ enter lineal feet,n -_ , in Column ik},enter p i D sum of cWlurtn{))for Y ..---; ___., _ . ."�_ each room only once _.. __ -- _... C -_ i ^--------._..._ - _..._,. - ._. __..._....-_ ` ,�.-._ ----^- at tttst entry for the -_ 1-7-.°-_ - _.__- _ _ iii U _-_ room See example L_ .. in instructions. _alill.., . Q _Tr y" _ -_.. .. __ .-„�_..-_ i -. - .,. _ _ -_-_. -It' i .. _.._.. .._.mss �-1 111111111111111111111111 -- - 11111111111 . -- , 1111111dall . , . -r . ER- ,i--1------_-:-.i__ _______________:___4______; , . ii ,1---4---El ' - __ arm 111 w__ - I ! I r_ ,- _. 1111. ._i_ ._ ___. 1 _,_„_---_, .w.._. _ = fWa llib�ttMtar flit. , ❑ - ." - r..r.�IOfM and hlllNtlAIM Hr_: -- - _ L T - IIIIIII TIGARD/ OREGON - :_1_, , 1003 C48GADE A / NUE. _ a I 4 ''"-i.:17„=_Z.:7.... .77- ':::.__. ' i- ----i- TIGARD, OREGON 91223 ____ MIIIIMIDIMINMEINIIMI _9_ -„ in i. ,. ,__!______._ j_I ._ _ r - REFERENCE ONLY Worksheet 513-1 Total Budget Wksht 513-1 Total Lighting Power(excluding exempt/track fixtures) 51,280 t _. �- � -___-...-- t.�r�ryl APPROVED WITH T Other Pages Total Number of Additional Worksheet 50 !0 -- -° t__ TS PE T St List the additional _.._ _ ______._.,__._.._ o :_ T-- Stantec Architecture Inc. Tel. 747.765.1660 worksheets nece- ..--.. ,-.- 55a7y(o Catalog all __r--_,------.--,,.._.-.-_.___ _ ._,_..._-_.-..... ,._'_._._._.�_ -- , ...._. lumNtaire5 in bwlding , ..__-_ ...,_._____.� - _._ N. . O.St�frl90$ :_ Blvd L gr�,. Per Budget:Space Proposed�uada�Lighting , -,� ... i _._._ P U.S.A. 94954 R Y - ,•l by-Space only{Tout of Power(Total of column(k), Area Sgft(not required - V I Worksheet Number column(e)) excluding exemptitrack) for Tenant Method) - t._ 51,280 __._ Sb-W __..__ ' 5t-'s L__4____.. Sum of adcittonal 513 worksheets ,.. elt, Total 8u et tof 011 ro ksneers} 51,28Q ----_ _+ :Al ,___ _ ENGINEERING, INC-_- E sr. is 20300 1 9TH AVENUE N.E.,SHORELINE,WA 98155 PHONE: 206-364-3343 FAX:206-364-3363 5.5 j Mill" ei-iTiNe;LI EM! I' Vc 4 1,Comsk am'e win 2007 OSSC v:a,„.w-w....,�mcrcuu: Co0t,E • • Seat pleb Rojo*No. fl Filit fis 2001649004 �i ∎° 1. l N E`,�s' SS km No. Sank LIGHTING ENERGY CODE 45ØØ _ 1 ,4a3 Draft No. NOT TO SCALE � � _ . C-#' �i, E5.5 6 , '�' % 3f 14� 2 i� =` ff . 06_ 10 u 0011RIGNT 2010,ROBISON ENGINEERING,RC RREI,RNG F:\.RtR.�, 1.1MATE f7 1RONICS\230-437 UL1E TIGARD.OR�MG\E53.DMiG 06-08-2010 0818 f'` ' d�, ova..,„ U