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Home My WebLink About19927 67th Ave Ne Ste 100_BLD3898_2026 Structural Calculations PREPARED FOR: GS Venture Partners 845 106th Avenue NE Suite 102 Bellevue, WA 98004 Chris Gayte PROJECT.• Gayteway Building C Add New Opening 2170821.21 PREPARED BY.- Bonnie Ng Project Engineer REVIEWED BY.- Andy Pflueger, PE, SE Project Manager DATE: May 2021 Civil Engineers • Structural Engineers • Landscape Architects • Community Planners • Land Surveyors • Neighbors Structural Calculations For [BID Gayteway Building C New Opening Arlington, WA Project # 2170821.20 Project Principal Dan Booth, PE, SE Project Manager Andy Pflueger, PE, SE Project Engineer Bonnie Ng Design Criteria Design Codes and Standards Codes and Standards: Structural design and construction shall be in accordance with the applicable sections of the following codes and standards as adopted and amended by the local building authority: International Building Code, 2018 Edition. Structural Design Criteria: Wind Load Criteria: Ultimate Wind Speed 98 MPHo Asg��O?, Risk Category II Wind Exposure C d Topographic Factor 1.00 Seismic Criteria: .po� 02, VAL Risk Category II �ssIONAL Seismic Importance Factor 1.00 0510712021 Ss = 1.043 S1 = 0.372 Sds = 0.753 Shc = 0.479 Site Class = D Seismic Design Category = D Project Description The project consists of a new opening in an existing tilt-up concrete wall. Steel HSS strongbacks are added to the wall piers to resolve out of plane loads on the panel. AHBL Inc. JOB TITLE Gayteway Building C 2215 N. 30th St. New Opening Tacoma,WA 98403 JOB No. 2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2018 Occupancy: Occupancy Group= B Business Risk Category & Importance Factors: Risk Category= II Wind factor= 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: Roof angle (0) 0.25/12 1.2 deg Building length (L) 395.0 ft Least width (B) 210.0 ft Mean Roof Ht (h) 26.8 ft Parapet ht above grd 28.0 ft Minimum parapet ht 1.2 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24-0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor N/A Partitions N/A Partitions N/A Partitions N/A Partitions N/A OSH PD Gayteway Building C - Add New Opening Latitude, Longitude: 48.1789981, -122.1389291 Arlington Cemetery© Cozy Heating Bowman ManufacturingQ Q Company, Inc V_ N W Z D Hidden Glen ® Q m 2oof�COI NE � 201 st St NE Senior Aerospace AMTQ Google Map data 02021 Date 5/6/2021,4:14:17 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D-Stiff Soil Type Value Description Ss 1.043 MCER ground motion.(for 0.2 second period) St 0.372 MCER ground motion.(for 1.0s period) SMS 1.129 Site-modified spectral acceleration value SM1 null-See Section 11.4.8 Site-modified spectral acceleration value SIDS 0.753 Numeric seismic design value at 0.2 second SA SD1 null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1.083 Site amplification factor at 0.2 second Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.443 MCEG peak ground acceleration FPGA 1.157 Site amplification factor at PGA PGAM 0.512 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.043 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.144 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT 0.372 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.418 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1 D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.912 Mapped value of the risk coefficient at short periods CR1 0.891 Mapped value of the risk coefficient at a period of 1 s AHBL Inc. JOB TITLE Gayteway Building C 2215 N.30th St. New Opening Tacoma,WA 98403 JOB No. 2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Wind Loads : ASCE 7- 16 Ultimate Wind Speed 98 mph Nominal Wind Speed 75.9 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.959 Kh case 2 0.959 Type of roof Monoslope I Topographic Factor (Kzt) V(z) Topography Flat Speed-up Hill Height (H) 80.0 ft Half Hill Length(Lh) 100.0 ft VJz xtupwind) x(downwind) Actual H/Lh = 0.80 ~ AHJ2 Use H/Lh = 0.50 H Lh Modified Lh = 160.0 ft HJ2 From top of crest:x= 50.0 ft Bldg up/down wind? downwind ESCARPMENT H/Lh= 0.50 K, = 0.000 x/Lh= 0.31 K2= 0.792 V(Z) z/Lh= 0.17 K3= 1.000 Z Speed-up p At Mean Roof Ht: VW x(upwind) x(downwind) Kzt=(1+KjK2K3)^2= 1.00 H/2 H Lh H/2 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>1 second). h= 26.8 ft If building h/B>4 then may be flexible and should be investigated. B= 210.0 ft h/B= 0.13 Rigid structure(low rise bldg) /z(0.6h)= 16.1 ft G = 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure e = 0.20 34icy (ni)= 0.0 Hz f = 500 ft Damping ratio(0)= 0 Zmin = 15 ft /b= 0.65 c= 0.20 /a= 0.15 9Q, 9v= 3.4 Vz= 83.6 Lz= 432.9 ft Nj = 0.00 Q= 0.84 Rn = 0.000 Iz= 0.23 Rh = 28.282 n = 0.000 h= 26.8 ft G = 0.84 RB = 28.282 n = 0.000 RL= 28.282 n = 0.000 9R = 0.000 R = 0.000 Gf = 0.000 Enclosure Classification AHBL Inc. JOB TITLE Gayteway Building C 2215 N.30th St. New Opening Tacoma,WA 98403 JOB NO.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Ultimate Wind Pressures Wind Loads -Components & Cladding : h <_60' Kh(case 1)= 0.96 In= 26.8 ft 0.2h= 5.4 ft Base pressure(qh)= 20.0 psf 0.6h= 16.1 ft Minimum parapet ht= 1.2 ft GCpi= +/-0.18 Roof Angle(0)= 1.2 deg qi=qh= 20.0 psf Type of roof= Monoslope Roof Surface Pressure(psf) User input Area 10 sf 20 sf 50 sf 100 sf 200 sf 350 sf 500 sf 1000 sf 25 sf 50 sf Negative Zone 1 -37.7 -35.2 -31.9 -29.4 -26.9 -24.9 -23.6 -23.6 -34.4 -31.9 Negative Zone 1' -21.6 -21.6 -21.6 -21.6 -18.6 -16.2 -16.0 -16.0 -21.6 -21.6 Negative Zone 2 -49.7 -46.5 -42.3 -39.1 -35.9 -33.3 -31.7 -31.7 -45.5 -42.3 Negative Zone 3 -67.7 -61.3 -52.9 -46.5 -40.1 -34.9 -31.7 -31.7 -59.3 -52.9 Positive All Zones 16 16 16 16 16.0 16.0 16.0 16.0 16.0 16.0 Overhang Zone 1&1' -34.1 -33.5 -32.7 -32.1 -26.9 -22.7 -20.0 -20.0 -33.3 -32.7 Overhang Zone 2 -46.1 -41.8 -36.2 -31.9 -27.7 -24.2 -22.0 -22.0 -40.5 -36.2 Overhang Zone 3 -64.1 -56.7 46.8 -39.4 -31.9 -25.9 -22.0 -22.0 -54.3 -46.8 Overhang pressures In the to e a ove as an internal pressure coe icient(UcPI)o Overhang soffit pressure equals adj wall pressure(which includes internal pressure of 3.6 psf) Parapet qp= 20.2 psf Surtace Pressure(psf) User input Solid Parapet Pressure 10 sf 20 sf 50 sf 100 sf 200 sf 500 sf 50 s one . Zone 3: 82.9 75.5 65.7 58.3 50.9 41.1 65.7 CASE B: Interior zone: -38.2 -36.3 -33.7 -31.8 -29.9 -27.3 -33.7 Corner zone: -43.7 -40.8 -37.0 -34.1 -31.1 -27.3 -37.0 wall a= 10.7 ft Walls GCp+/-GCpi Surface Pressure at In User input Area 10 sf 100 sf 200 sf 500 sf 10 sf 100 sf 200 sf 500 sf 10 sf 200 sf Negative Zone 4 . Negative Zone 5 -1.44 -1.12 -1.03 -0.91 28. 1 -22.5 -20.6 -18.0 -28.9 -20.6 Positive Zone 4&5 1.08 0.92 0.87 0.81 21.6 18.5 17.5 16.2 21.6 17.5 Note:GCp reduced by 10%due to roof angle-10 deg. AHBL Inc. JOB TITLE Gayteway Building C 2215 N.30th St. New Opening Tacoma,WA 98403 JOB NO.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Location of C&C Wind Pressure Zones-ASCE 7-10&earlier >a y a a la la © a — — — — I Q 1G) ^ T I i i rt V f ----J—T- 1 I I ^ ® I 1 1 5 I I I I I a 4 I I I I I I 1 1 WALL I I rt O f----- g—L a 3 —2— — — I o 1 Roofs w/ 0<_10° Walls h<_60' Gable,Sawtooth and and all walls &alt design h<90' Multispan Gable 0<_7 degrees& Monoslope roofs h>60' Monoslope<_3 degrees 3°<0<_10' h<_60'&alt design h<90' h<_60'&alt design h<90' a 0��-34 — 3 3 —2 _ 3 a 2 _ QI 12 21 12 I la I I 2k a I /1 a a _ I , 1 1 O 1 I ,J \ I I I 1 I I \\I 3 L--_2 --- 3 ec I I I I I I ✓ ^ � I I rt Q3 I I I I I I i�al \ 1 I F---2 --J 3 2 3 3 2 3 I Monoslope roofs Multispan Gable& Hip 7° < 0 <_270 2 1 Q 1 2 I I 10'<0_<30' Gable 7° <0<_ 45' I I h<_60'&alt design h<90' I I � I 31 -- — --1 2 3 Sawtooth 10'<0 <_ 45° h<_60'&alt design h<90' a 3it -- , , / 3 1 1 / 2 .• b b IL W1 W2 W1 W2 W3 W W Stepped roofs 0<_3° h<_60'&alt design h<90' AHBL Inc. JOB TITLE Gayteway Building C 2215 N.30th St. New Opening Tacoma,WA 98403 JOB NO.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Location of C&C Wind Pressure Zones -ASCE 7-16 2a 01 > 0. 11 0. h 2a 2a r2 Ia 21 1Oi25 I I ® 4 a ''/ 1 LR.kL a 5 5 L-- ---J OI O 1 3O L 2 J Roofs w/ 9<_10' Walls h<_60' Gable,Sawtooth and and all walls &alt design h<90' Multispan Gable 0<_7 degrees& Monoslope roofs h>60' Monoslope<_3 degrees 3°<6<_10' h<_60'&aft design h<90' h<_60'&aft design h<90' r-� ri n r 7 a s a a A B C D -- 2 —_ Da a — r r — e a —c--2 '— ct 30 a I I I I I I I I QI 1 e I e 1 (1 (D ti 3 2 3 — i 0 2 i O i i O i i // l\\\I z --- I cc /O '— I 2l O 1 iC I � I I I I I Monoslope roofs Multispan Gable& Hip 70 < g <270 J 10°<0!530' Gable7° <0<_ 45' h<_60'&aft design h<90' - Sawtooth 10'<9 <_ 45' h<_60'&aft design h<90' a a f— 2 .' 1Q .' 1Q 1Q �. 2 3 i� -- 2 —2 ,, .. 3 � 7 — 3- 1 1 i 2 ~ i b b b `'V1 W? W1 W2 W3 W W Stepped roofs 9<_3° h<_60'&aft design h<90' Job Name = Job Number = 2170821.2 Wall Type = 44 45 52 53 Wall Description = SOLID Wall Ht= 27.33 ft Wall Weight at Mid Height b = 16 ft Wt of Concrete= 150 pcf c = 14 ft Wall Thickness= 7.25 in. e = 4.50 ft Concentric Load= 2202 plf d = 13.33 ft Seismic Fp=.4Sd*= 0.3012 Wp a = 8 ft a = b/2 Roof Weight Joist Span= 10 feet Dead Load= 12 psf d Snow Load= 25 psf I Live Roof= 0 psf + Live Floor= 0 psf eccentricity 1.75 inch equiv DL = 166.66667 plf rI equiv SL = 347.22222 plf c equiv Lr= 0 plf equiv ILL = 0 plf b e Equivalent Wind and Seismic Load P wind = 22.5 psf P seismic = 27.3 psf P wind equiv = 62.5 psf P seismic equiv = 53.7 psf MR, /= AHBLInc Project Title: Gayteway Building C 2215 North 30th Ste 300 Engineer: Tacoma,WA98403 Project ID: 2170821.21 (253)383-2422 Project Descr:Add new opening OPrinted: 6 MAY 2021, 7:17PM Steel Beam File:gaytewayc add new opening' ec6 Software copyright ENERCALC,INC.1983-2020,Baild:12.20.8.17 0.00 DESCRIPTION: Panel l4 NewOpening Wall Strongback CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties AnalysislVEthod: Allowable Strength Design Fy:Steel Yield: 46.0 ksi BearnBracing: CompletelyLinbraced E:Modulus: 29,000.0 k-si Bending Axis: Major Axis Bending VV(0.28125)E(0.24165) HSS6x4x1/2 Span=25.830 ft ��T1 Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self vwight NOT internally calculated and added Uniform Load: W=0.06250, E=0.05370 kst Tnbutary Width=4.50 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.421 : 1 Maximum Shear Stress Ratio= 0.031 : 1 Section used for this span HSS6x4x1/2 Section used for this span HSS6x4x1/2 Ma:Applied 14.107 k-ft Va:Applied 2.185 k Mn/Omega:Allowable 33.513 k-ft Vn/Omega:Allowable 70.779 k Load Combination +D+0.70E+0.60H Load Combination +D+0.70E+0.60H Location ofmaxnmutn on span 12.915 ft Location ofmaxim um on span 0.000 ft Span#where maxurnun occurs Span#1 Span#where maxima n occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= 0<150.0 Max Upward Transient Deflection 0.000 in Ratio= 0<150.0 Max Downward Total Deflection 1.726 in Ratio= 180>=150. Max Upward Total Deflection 0.000 in Ratio= 0<150.0 Maximum Forces &Stresses for Load Combinations Load Combination Mix Stress Ratios Sumrnary ofNbment Values Summary of Shear Values Segment Length Span# M V Mmx+ Mrrax- M3 Mix Mix NWOmega Cb Rm Va 1V13x Wx Vnx/Omega +D+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+L+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+Lr+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+-S+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0.750Lr+0.750L+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0.750L+0.750S+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0.60W+H Dsgn.L= 25.83 ft 1 0.420 0.031 14.07 14.07 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+0.750Lr+0.750L+0.450W+H Dsgn.L= 25.831 1 0.315 0.023 10.56 10.56 55.97 33.51 1.14 1.00 1.63 118.20 70.78 +D+0.750L+0.750S+0.450W+H Dsgn.L= 25.83 ft 1 0.315 0.023 10.56 10.56 55.97 33.51 1.14 1.00 1.63 118.20 70.78 +0.60D+0.60W+0.60H Dsgn.L= 25.83 ft 1 0.420 0.031 14.07 14.07 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+0.70E+0.60H Dsgn.L= 25.83 ft 1 0.421 0.031 14.11 14.11 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+0.750L+0.750S+0.5250E+H Dsgn.L= 25.83 ft 1 0.316 0.023 10.58 10.58 55.97 33.51 1.14 1.00 1.64 118.20 70.78 MR, /= AHBLInc Project Title: Gayteway Building C 2215 North 30th Ste 300 Engineer: Tacoma,WA98403 Project ID: 2170821.21 (253)383-2422 Project Descr:Add new opening OPrinted: 6 MAY 2021, 7:17PM Steel Beam File:gaytewayc add new opening' ec6 Software copyright ENERCALC,INC.1983-2020,Bald:12.20.8.17 0.00 DESCRIPTION Panel 14 NIewOpening Wall Strongback Load Combination Nhx Stress Ratios Surmnary ofNbment Values Simunary of Shear Values Segment Length Span# M V Ntmx+ Mnax- Nh Nhx Max Mix/Omega Cb Rm Va Mix Vnx VnVOmega +0.60D+0.70E+H Dsgn.L= 25.83 fl 1 0.421 0.031 14.11 14.11 55.97 33.51 1.14 1.00 2.18 118.20 70.78 Overall Maximum Deflections Load Combination Span Nhx"--"Defl Location in Span Load Combination Nhx"+"Defl Location in Span +0.60D+0.70E+H 1 1.7261 12.989 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in HIPS Load Combination Support 1 Support 2 Overall NIAXmum 3.632 3.632 Overall NE irn un 1.635 1.635 +D+0.60W+H 2.179 2.179 +D+0.750Lr+0.750L+0.45OWf-H 1.635 1.635 +D+0.750L+0.750S+0.450W+H 1.635 1.635 +0.60D+0.60W+0.60H 2.179 2.179 +D+0.70E+0.60H 2.185 2.185 +D+0.750L+0.750S+0.5250E+H 1.638 1.638 +0.60D+-0.70E+H 2.185 2.185 WOnly 3.632 3.632 EOnly 3.121 3.121 HOnly • Anchor Designer" Company: AHBL Date: 7/20/2020 Engineer: BN Page: 1/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 1.13roject information Customer company: GS Ventures Project description:Strongback attachment Customer contact name:Chris Gayte Location:Arlington,WA Customer e-mail:cjgayte@yahoo.com Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-14 Concrete:Normal-weight Units: Imperial units Concrete thickness,h(inch):7.25 State: Cracked Anchor Information: Compressive strength,f'e(psi):4000 Anchor type: Concrete screw 4)e,v: 1.0 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(inch):0.625 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch):4.000 Reinforcement provided at corners:Yes Effective Embedment depth,hef(inch):2.970 Ignore concrete breakout in tension:No Code report: ICC-ES ESR-2713 Ignore concrete breakout in shear:No Anchor category: 1 Ignore 6do requirement:Not applicable Anchor ductility: No Build-up grout pad:No hmin(inch):6.00 cee(inch):4.50 Base Plate Cmin(inch): 1.75 Length x Width x Thickness(inch):3.00 x 10.00 x 1.00 Smin(inch):3.00 Recommended Anchor Anchor Name:Titen HD®-5/8"0 Titen HD(THDB model),hnom:4"(102mm) Code Report: ICC-ES ESR-2713 "OMM-- *- Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • Anchor Designer" Company: AHBL Date: 7/20/2020 Engineer: BN Page: 2/6 ,. Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com Load and Geometry Load factor source:ACI 318 Section 5.3 Load combination:not set Seismic design:No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads:No Strength level loads: N[lb]: 1816 V.-[lb]: 1 Vuay[lb]: 1 Mix[ft-lb]:0 M.y[ft-lb]:0 M[ft-lb]:0 <Figure 1> Z Reaction from EnerCalc output 1816 lb N = 3632 lb = 1816 lb 2 0 ft-lb 1 lb 1 Ib Y 1 Oft-lb 0 ft-Ib N Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • Anchor Designer" Company: AHBL Date: 7/20/2020 Engineer: BN Page: 3/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com <Figure 2> 10.00 C) C) M 7.00 5.50 5.50 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • Anchor Designer" Company: AHBL Date: 7/20/2020 Engineer: BN Page: 4/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua(Ib) Vuax(Ib) Way(lb) l(wax)2+(Way)2(lb) 1 908.0 0.5 0.5 0.7 2 908.0 0.5 0.5 0.7 Sum 1816.0 1.0 1.0 1.4 Maximum concrete compression strain(%o):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(lb): 1816 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 O,� Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 X 4.Steel Strength of Anchor in Tension(Sec.17.4.1) Nsa(lb) 0 ON-(Ib) 30360 0.65 19734 5.Concrete Breakout Strength of Anchor in Tension(Sec. 17.4.2) Nb=kc,a�fchefl.5(Eq. 17.4.2.2a) kc 7a fc(psi) ho(In) Nb(Ib) 17.0 1.00 4000 2.970 5503 ONcbg=0(ANc/ANco)Vec,N Ted,N 9"c,N 9"cp,NNb(Sec. 17.3.1 &Eq. 17.4.2.1 b) ANc(in2) ANco(in2) ca,min(In) Tec,N Ved,N TY,N Tcp,N Nb(Ib) 0 ^bg(Ib) 141.76 79.39 5.50 1.000 1.000 1.00 1.000 5503 0.65 6387 6.Pullout Strength of Anchor in Tension(Sec. 17.4.3) ONp =OVYc,P,1^(fc/2,500)1(Sec. 17.3.1,Eq. 17.4.3.1 &Code Report) V'c,P 1�a Np(Ib) fc(psi) n 0 ONpa(lb) 1.0 1.00 3040 4000 0.50 0.65 2499 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • Anchor Designer" Company: AHBL Date: 7/20/2020 Engineer: BN Page: 5/6 ,. Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 8.Steel Strength of Anchor in Shear(Sec. 17.5.1) Vsa(lb) 09-t 0 Ogr tOVsa(lb) 10000 1.0 0.60 6000 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.2) Shear perpendicular to edge in y-direction: Vby=minl7(1e/da)1.2 daaaVfccall.5;9/oaVfcCa11'5I (Eq. 17.5.2.2a&Eq. 17.5.2.2b) le(in) da(in) Ila fc(psi) Cal(in) Vby(I b) 2.97 0.625 1.00 4000 5.50 6166 OV cby=0(Avc/Avice)V ed,v 9`1c,vV1h,vVby(Sec. 17.3.1 &Eq. 17.5.2.1 a) Avc(in2) Avice(in2) Ved,v 9'c,v Th,v Vby(I b) 0 OVcby(I b) 119.63 136.13 1.000 1.000 1.067 6166 0.70 4046 Shear parallel to edge in x-direction: Vby=minl7(le/da)024da/1a4fcCa11 5;911a4fcCa11.51 (Eq. 17.5.2.2a&Eq. 17.5.2.2b) le(in) da(in) /1a fc(psi) Cal(in) Vby(I b) 2.97 0.625 1.00 4000 5.50 6166 OVcbx=0(2)(Avc/Avice)Ved,vVc,vV;7,vVby(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1a) Avc(in2) Avice(in2) Ved,v 1fe,v Th,v Vby(I b) 0 oVcbx(I b) 119.63 136.13 1.000 1.000 1.067 6166 0.70 8092 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) OVcpg=okcpNcbg=Okcp(ANc/ANco)1'ec,N lfyed,N V c,N V-cp,NNb(Sec. 17.3.1 &Eq. 17.5.3.1 b) kcp ANc(in2) ANco(in2) Vj.c,N 1'ed,N Vc,N Vcp,N Nb(I b) 0 OVcpg(I b) 2.0 141.76 79.39 1.000 1.000 1.000 1.000 5503 0.70 13757 11.Results Interaction of Tensile and Shear Forces(Sec.17.6.) Tension Factored Load,Nua(lb) Design Strength,oNn(lb) Ratio Status Steel 908 19734 0.05 Pass Concrete breakout 1816 6387 0.28 Pass Pullout 908 2499 0.36 Pass(Governs) Shear Factored Load,Vua(lb) Design Strength,OW(lb) Ratio Status Steel 1 6000 0.00 Pass T Concrete breakout y+ 1 4046 0.00 Pass(Governs) II Concrete breakout y- 1 8092 0.00 Pass(Governs) Pryout 1 13757 0.00 Pass Interaction check Nua/0N V,./Ova Combined Ratio Permissible Status Sec. 17.6..1 0.36 0.00 36.3% 1.0 Pass 5/8"0 Titen HD(THDB model),hnom:4"(102mm)meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • Anchor Designer" Company: AHBL Date: 7/20/2020 Engineer: BN Page: 6/6 ,. Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 12.Warnings -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com A AT COL I I I I I 2 I I y", TYP � I I I I I I I I I I I I I I I I I I I I I I I o I Lo SAWCUT NEW 16'-0"W x 14'-0" H DOOR OPENING ' T.O.FTG ELEV I I ' _-4'-9" I I SSK I I I I Z I I 8'-0"POUR I I STRIP AT COL I I F6.0 4 S3.1 I I I - - 3 ' I , of >rasgr�GaO�'�'' 28466 to TURAL EtyG �ssIONAL �1 0510712021 O© O GAYTEWAY BUILDING C ADD NEW OPENING SSK 1 2215 North 30th Street,Suite 300 SCALE: 3/32" = 1'-0" Tacoma,WA98403 253.383.2422TEL 253.383.2572FAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 26-10" 26'-2" TOP OF PNL TOP OF PNL ---------------------------------------- -- o _ _ I D co HSS 6x4xl/2"STRONG BACK 10 M HSS 6x4xl/2"STRONG BACK - 16'-0" 1 0 T-6" r' SSK TYP 4 ' I I SSK M 3 ASg� 00 co �� c� ma 28466 1 Ss10NALyCs 0510712021 [Bloom © O GAYTEWAY BUILDING C ADD NEW OPENING 2215 North 30th Street,Suite 300 Tacoma,WA98403 SCALE: 1/4" = 1'-0" 253.383.2422TEL 253.383.2572EAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 EXIST CONCRETE PANEL n n NEW DOOR OPENING II II 11„ PL 1"x3"x0'-10" W/(2r"DIA SIMP 3/8 2 TITEN HD,EMBED 4"MIN.SPACE AS SHOWN ON ELEVATION SEISMIC COLUMN PER ELEV L. BO WASgI��?O�� 2 o+t' Vp AL Sl' rONAL �1 0510712021 O© O GAYTEWAY BUILDING C ADD NEW OPENING S S K 3 2215 North 30th Street,Suite 300 SCALE: 1 1'-0" Tacoma,WA98403 " = 253.383.2422TEL 253.383.2572FAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 NOTE: 3"DIA CORE DRILL HAND DEMO CORNERS TO CORNERS PRIOR TO ENSURE NO OVERCUT AT CUTTING OPENING NEW CORNER a SAWCUT NEW OPENING TYPICAL SAWCUT CORNER Lpg WASft. S O�� ma�G 28466 O+t' CTURAL I0NAL �1 0510712021 O©QQ GAYTEWAY BUILDING C ADD NEW OPENING S S K 4 2215 North 30th Street,Suite 300 SCALE: 1 Tacoma,WA98403 " = 1'-0" 253.383.2422TEL 253.383.2572FAX DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 Permit#: 3898 Permit Date: 05/17/21 Project Name: C&C Packaging Services Company/Applicant Name: Pattison General Contractor Company/Applicant Address: 15223 NE 90th Street, Suite 140 City, State, Zip: Redmond, WA 98052 Contact: Andy Fortino Phone: 425-497-8222 d - Email: andyf@pattisongc.com Permit Type: Tenant Improvement Valuation: 467825.00 Square Feet: 66625 Number of Stories: 0 Type of Construction: 11113 Occupancy Type: B; Business Scope of Work: TI for packaging processor MIC/Opportunity Zone: Permit Issued: 06/11/2021 Permit Expires: 12/10/2021 DNU: Status: ISSUED Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GAYTEWAY 300 INDUSTRIAL/ 31051400200700 19927 67TH AVE NE BLA#201907225010 BUSINESS PARK, MANUFACTURING LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Pattison General 15223 NE 90th Labor and PATTIGC917C7 Contractor Andy Fortino Street,Suite 140 CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status 05/17/2021 Commercial T.I. BUILDING In Review 05/17/2021 Commercial T.I. We have no comments for this building permit. PW-ADMIN-REV Approved LT&KS 05/17/2021 Commercial T.I. PW SEW REV In Review 05/17/2021 Commercial T.I. NO comments for this review. pW-WAT-REV Approved Gus Fees Fee Description Notes Amount Building Permit Fee Table 4-1 $4,591.15 Processing/Technology Fee $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Fee Table 4-2 $2,984.25 Total $7,625.40 Payments Date Paid By Description Payment Type Accepted By Amount 06/04/2021 Joyce Taylor 86894380 $7,625.40 Outstanding Balance $0.00 Notes Date Note Created By: 07/16/2021 Hard copy revisions received.Routed for review. Raelynn Jones 07/13/2021 Received revisions electronically. Waiting for hard copies for routing Raelynn Jones 07/12/2021 TCO approved for warehouse only. Raelynn Jones 06/04/2021 Updated contractor and contact information per an email from Andy Fortino of Pattison General Kristin Foster Contractor. 06/04/2021 The architect emailed that Sierra is not involved with the project.1 requested the contractor's Kristin Foster information which will need to be updated in iWorQ. Uploaded Files Date File Name 07/16/2021 9256631-Pennit Revision Letter 21-0713.pdf 07/16/2021 9256630-20210506 Struct DWGs(CD 100°i)2170921.2Lpdf 07/16/2021 9256629-20210506 Struct CALCs( 'DC 100%)2170821,21,pdf 06/11/2021 9004516-21-0504 C&C Packaging TI Permit Submittal Drawings.pdf 06/11/2021 9004515-21-0504 C&C Packaging TI Lighting Cales.pdf 06/11/2021 9004514-21-0504 C&C Packaging TI Energy Calcs.pdf 06/11/2021 9004513-21-0504 C&C Packaging TI Building Permit Application,pdf Location 6004 237th Street SW , Mountlake Terrace,WA 98043 Inspection results date 0 9/1 012 0 1 8 No violations Inspection results data 0611M020 No violations Inspection no. 317959428 Location 2002 36th St Gig Harbor,WA 98335 InspecUon results date 05/28/2020 No violations Inspection no. 317958533 Locudion 6501 Lakeview Drive Kirkland,WA 98033 Inspection results date: 0412812020 No violations Inspection no, 317958028 Location 5501 Lakeview Drive Kirkland,WA 98033 Inspection recultc data 0212112020 No violations Inspection no. 317967911 Locainooi 2002 36th st nw Gig Harbor,WA 98335 Inspection results date 1112612019 Violations Inspection no 317956178 Location 7601 159th Place NE Redmond,WA 98052 In5peCliOn f£:SWl5 ilEilc] 10/09/2019 No violations Inspection no 317956029 Uwa0on 1019 S 351st St Federal Way,WA 98003 Inspection results date 0711712019 No violations Inspection no 317965039 Location 6004 244th Street SW Mountlake Terrace,WA 98043 Inspection results dale 03/2212019 Violations Inspection no. 317952849 Public Works Requirement 1 Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid Workplace Safety& Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 04/02/2021 No violations Inspection no, 317963128 Location 6391 199th place Kent,WA 98032 Inspection results date 0 3/1 912 0 2 1 Under appeal.The results of the inspection are being challenged. Inspection no.317962544 Date of appeal Location 04/08/2021 14802 spring st sw Lakewood,WA 98439 Inspection results date 03/0312021 No violations Inspection no. 317962483 Location 2871 S 102nd St Tukwila,WA 98168 Inspection results date 02103/2021 No violations Inspection no. 317962176 Location 909 N 39th St Seattle,WA 98103 Inspection results date 09/16/2020 No violations Inspection no. 317960571 Location 6617 Associates Blvd Everett,WA 98203 Inspection results date 08/21/2020 No violations Inspection no. 317960066 Location 6901 MILK Jr Way South Seattle,WA 98118 SIERRA CONSTRUCTION CO INC Owner or tradesperson 14800 NE North Woodinville Way Principals WOODINVILLE,WA 98072 BASNAW,RICHARD L,PRESIDENT 425-487-5200 KING County ADLER,NANCY,SECRETARY MILLER,JOHN W,MEMBER rnl 1 ILIQ Dnr_CD M DDC01MCKI7 License Verify the contractor's active registration/license/certification(depending on trade)and any past violations Construction Contractor Active Meets current requirements. License specialties GENERAL License no. SIERRCC145NO Effective—expiration 08/28/1986—03/31/2022 Bond Safeco Ins Co of America $12,000.00 Bond account no. 69s012754 Received by L&I Effective date 05/0712012 04/20/2012 Expiration date Until Canceled Insurance Alaska National Insurance Co $1,000,000.00 Policy no. 21C LY 11741 Received by L&I Effective date 03126/2021 03/31/2021 Expiration date 03/31/2022 Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Workers' Comp Do you know it the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 511,665-00 Doing business as SIERRA CONSTRUCTION CO INC Estimated workers reported Quarter 1 of Year 2021"Greater than 100 Workers" L&I account contact TO/KARLA BOWMAN(360)902-5535-Email:BOWK235@lni.wa.gov Permit Technician II City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.gov 1 From:Julia Seen<iseen nelsonww.com> Sent: Monday, April 26, 20219:22 AM To: Kristin Foster<kfoster@arlingtonwa.gov> Subject: Himalayan Office TI Building Submittal [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Kristin, Attached is the Building Permit submittal for the Himalayan Office Tenant Improvement project. I wasn't able to find the 'Occupant's Statement of Intended Use'form on your website. Could you please email me a copy? Also,two hardcopies of the plans will be mailed to your office. Please let me know if you have any questions. Thanks! Julia Seen RA Senior Architect Direct 925 399 3411 Mobile 510 828 1671 iseenc@-nelsonww.com WWW.NELSONWORLDWIDE.COM NELSON 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 2 Kristin Foster From: Julia Seen <jseen@nelsonww.com> Sent: Tuesday, May 4, 2021 12:00 PM To: Kristin Foster Subject: RE: Himalayan Office TI Building Submittal Attachments: 21-0504_Himalayan Office TI_ Building Permit Application.pdf [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Kristin, Attached is the updated application with the owner's agent's signature, and below is a description of the intended use: This project is for the office tenant improvement only,and the office will be used to support the warehouse operations that will be submitted as a separate permit application. The warehouse operations include storage, shipping and processing of dog treats. Let me know if you have any other questions. Thanks! Julia Seen RA Senior Architect Direct 925 399 3411 Mobile 510 828 1671 jseen@nelsonww.com WWW.NELSONWORLDWIDE.COM NELSON 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 From: Kristin Foster<kfoster@arlingtonwa.gov> Sent: Friday,April 30, 2021 12:20 PM To:Julia Seen<jseen@nelsonww.com> Subject: RE: Himalayan Office TI Building Submittal TAKE CARE:This email message is coming from outside of NELSON. Hello, Can you please complete the last two pages of the application and have the owner or owner's agent sign? We don't have a form to complete for the Occupant's Statement of Intended Use. If you can provide me a brief narrative of the tenant's use that will be sufficient. Thanks! Kristin Foster 1 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE- Arlington,WA 98223- Phone(360) 403-3551 The following minimum information Is required for your Commercial/Multi-Family Building Permit Application.Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. El One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) ❑X One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form X❑ Two (2) Architectural Drawings ❑X Two (2) Structural Drawings Two (2) Structural Calculations One (1) Project Specification Manuals(if applicable) X❑ One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An Intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all Items designated above are Included as part of this application. REV 11/2019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development �p Y p City of Arlington• 18204 59th Ave NE• Arlington,WA 98223 • Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code (IRC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code (IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code (IEBC) 9. 2015 Washington State Energy Code (WESC) 10 2017 Accessible& Usable Ruildings and Facilities(I00/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2 & IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 11/2019 Page 2 of 9 COMMERCIAL APPLICATION `nc,�` PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑x SITE PLAN- REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1'=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer, gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. X ARCHITECTURAL DRAWINGS 1. ® Cover Sheet a) Building Information 1 Specify model code information. 2 Construction Type. 3 Number of stories and total height in feet. 4 Building square footage(per floor and total) 5 IBC Occupancy Type(show all types by floor and total). 6 Mixed-use ratio (if applicable) 7 Occupant load calculation (show by occupancy type and total) 8 List work to be performed under this permit b) Design Team Information 1 Design Professional in Responsible Charge 2 Architects 3 Structural Engineers 4 Owner 5 Developer 6 Any other Design Team Members 2. ® Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %,-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor, in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ,f Nr6, Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls. 3. ® Reflected Ceiling Plan a) Plan view 118"minimum scale. Details a minimum %4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ® Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5 ❑ Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. 0 WASHINGTON STATE ENERGY CODE 1.One (1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 Project Name/Tenant Himalayan Office Tenant Improvement Site Address_ 19927 67th Ave NE,Arlington Bldg/Unit/Suite Building G IBC Construction Type IIIB IBC Occupancy Type B(Accessory to F1) Description of Use OFFICE Building Square Footage 117,800 Number or Stories 1 Square Footage Per Floor 117.800 Will there be any installation, modification or removal of the following? (Check all that apply) ❑x Automatic fire extinguishing systems ❑ Compressed gas systems ❑x Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents (>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, Information, or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Page 7 of 9 EXHIBIT A LEGAL DESCRIPTION: Section 14 Township 31 Range 05 Quarter NW - BAAP 1018FT S OF NW COR SEC TH E 300FT TH N 260FT TH W 70FT TH N 257FT TH E TO W LN NP RY R/W TH SLY ALG SD W LN TO S LN NW1/4 NW1/4 TH W TO SW COR SUBTH N POB TGW BEG INT E LN NP R/W & S LN NW1/4 NW1/4 TH E 625FT TH N 370FT TH W TO E LN NP R/W TH SLY ALG SD R/W TO POB LESS TH PTN IF ANY LY WHN FDT - COM NW COR SEC 14 TH S89*35 01E ALG N LN SEC1110.29FT TO TPB TH S00*47 10W PLT E LN OF NW1/4 NW1/4 SD SEC 1278.40FT TH N00*35 25W 1275.60FT TO N LN SD SEC TH S89*35 01 E ALG SD N LN 30.71 FT TO TPB TGW BEG NW COR SEC 14 TH S00*20 OOW ALG E OF HWYDIST OF 758FT POB TH E 300FT TH S 260FT TH W 300FT TO E OF RD TH N00*20 OOE ALG E SD RD DIST OF 260FT TO POB TGW THAT PTN SW1/4 NW1/4 DAF COM NW COR SW1/4 NW1/4 TH ELY ALG N LN OF SD SUB 489.60FT M/LTO INT OF SD N LN WITH ELY R/W LN OF BURLINGTON NORTHERN RR TH CONT ALG SD N LN 655.31 FT TO TPB TH S PLW W LN SD SW1/4 320FT TH W PLW SD N LN FOR 705.93FT TO ELY R/W LN SD RR TH SWLY ALG SD ELY R/WLN 69.60FT TAP SD PT BEING 902FT NLY FR SW COR ALG W LN SD SW1/4 & ELY AT R ANG 90* FR SD W LN FOR 431 FT TO ELY R/W LN SD RR TH CONT ELY AT R ANG 90* FR SD W LN FOR 270FT TH ANG R 45* FOR 42FT TH SPLW SD W LN SEC 14 TO INT S LN OF NW1/4 TH ELY ALG SD S LN TO SE COR OF SW1/4 NW1/4 TH N ALG E LN SD SW1/4 NW1/4 1296.18FT TO NE COR SD SW1/4 NW1/4 TH W ALG N LN SD SW1/4 NW1/4 196.75FT M/L TO TPB TGWBEG SW COR SW1/4 NW1/4 TH N ALG W LN THOF 1020FT TPB TH CONT N ON SAME LN 300FT TH ANG 90* R 330FT M/L TO W LN NP R/W TH S ALG W LN R/W 300FT M/L TO PT OF INT OF SD W LN WITH EXT AT 90* R ANG WITH WLN SD SW1/4 NW1/4 FROM POB TH W 330 FT M/L ALG SD EXT TPB TGW BEG SW COR SW1/4 NW1/4 TH N ALG W LN THOF 902FT TH ANG R 90* 431 FT TO ELY MGN NPRR R/W TH CONT CRSE 270FT TH ANG R 45* FOR 42FT TH ANG R45* FOR 340 FT TO TPB TH ANG R 45* FOR 42FT TH ANG R 45* FOR 335FT TO ELY LN NPRR R/W TH SWLY ALG SD ELY LN OF NPRR R/W TO INT S LN OF SW1/4 NW1/4 TH E ALG SD S LN TAP S OF TPB AS MEAS PLW W LN SEC THN PLW W LN SEC TO T COMMERCIAL APPLICATION PERMIT SUBMITTAL [ Department of Community& Economic Development City of Arlington• 18204 59th Ave NE" Arlington,WA 98223" Phone(360) 403-3551 Name Of Project: Himalayan Office Tenant Improvement Project Address: 1992767th Ave NE,Arlington Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( j High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site,for review. REV 11f2019 Page 8 of 9 r, Gt1 y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. in such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. • scants Signature Julia Seen 05/04/21 Print Applicants Name Date FOR STAFF USE ONLY ,?to 4qq MAY n 5 2021 Permit# A ep y Amount Received Receipt It Date Received REV 11/2019 Page 9 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are Issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 is%Y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development eP Y p City of Arlington• 18204 59th Ave NE• Arlington,WA 98223 • Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: Himalayan Office Tenant Improvement Valuation: _ $467,825 _ Project Address: 19927 67th Ave NE,Arlington Parcel ID#: 31051400200700 _egal Description See enclosed legal description(exhibit A). Owner: Gayteway,LLC Phone Number: 206.240.9739 Address: 845 106th Ave NE,Suite 102 City: Bellevue State: WA Zip Code: 980004 Engineer: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: General Contractor: Sierra Construction Company Inc.c/o:John Barnes Phone Number: 425-487-5200 Cell Phone: N/A E-mail: johnbrp@sierraind.com Address: 14800 NE North Woodinville Way City: Woodinville Stale: WA Zip Code: 98072 Contractor's License Number: SIERRCC145N8 Expiration 3/31/22 Contact Person: Nelson Worldwide c/o:Julia Seen Phone Number: 925.399.3411 Cell Phone: 510.828.1671 E-mail: jseen@nelsonww.com Address: 1gnn Fltrh AvP..SifltP 1s00 City: Seattle State: wA Zip Code: 98i01 NEW 4,080 SF OFFICE SPACE WITHIN EXISTING WAREHOUSE.THESE ARE THE FIRST IMPROVEMENTS ASSOCIATED WITH THIS Proposed Scope of Work: PORTION OF THE SHELL.SUITE CONTAINS BOTH B&F OCCUPANCIES USED BY A SINGLE TENANTT. REV 11/2019 Page 6 of 9 05/17/2021 Commercial V PW-Sew-Rev In Review 05/17/2021 Commercial T.I. PW-Wat-Rev In Review Fees Fee Description Notes Amount Building Permit Fce Table 4-1 54,591.15 Processing/Technology Fee $25.00 State Surcharge-Commercial Commercial Only 525.00 Building Plan Review I-ee Table 4-2 52,984.25 Total $7,625.40 Uploaded Files Date File Name 05/17/2021 8821789-3989 Himalayan Offic Tl L:nergy C lcs.pdt' 05/17/2021 8821790-3989 Himalayan Office TI Submival.paI 05/17/202) 8821791-3989 Ilirnalayan Of ice'I'l Building Pcrmit Agplication,pdf 05/17/2021 $821792-3989 Himalayan O1Tie TI Lighting Calcs•pdf 05/17/2021 8821793-1-fimalayan Offtcc TI Building SubmittaLmsg Permit#: 3898 Permit Date: 05/17/21 Project Name: C&C Packaging Services Company/Applicant Name: Sierra Construction Company/Applicant Address: 14800 NE North Woodinville Way City, State, Zip: Woodinville, WA 98072 Contact: John Barnes Phone: 425-487-5200 Email:johnbrp@sierraind.com Permit Type: Tenant Improvement Valuation: 467825.00 Square Feet: 117800 Number of Stories: 0 Type of Construction: 1118 Occupancy Type: B; Business Scope of Work: TI for packaging processor MIC/Opportunity Zone: Permit Issued: Permit Expires: 11/13/2021 DNU: Status: IN PROCESS Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GAYTEWAY 300 INDUSTRIAL/ 31051400200700 19927 67TH AVE NE BLA#201907225010 BUSINESS PARK, MANUFACTURING LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# SIERRA 425-847-5200 14800 NE North CONTRACTOR Labor& SIERRCC145N8 CONSTRUCTION CO Woodinville Way Industries Plan Reviews Date Review Type Description Assigned To Review Status 05/17/2021 Commercial T.I. Building In Review 05/17/2021 Commercial T.I. PW Admin Rev In Review Adhere to approved plans.Approved permit and plans shall be onsite during construction.Call for all inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. — — PERMIT FEES Date Description Fee Amount 06/04/2021 Building Permit Fee $4,591.15 06/04/2021 Process ingrrechnology Fee $25.00 06/04/2021 State Surcharge-Commercial $25.00 06/04/2021 Building Plan Review Fee $2,984.25 Total Due: $7,625.40 Total Payment: $7,625.40 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon r CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3898 19927 67TH AVE NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#:31051400200700 Valuation:467825.00 OWNER APPLICANT CONTRACTOR GAYTEWAY BUSINESS PARK,LLC Pattison General Contractor Pattison General Contractor P.O. BOX 1727 15223 NE 90th Street,Suite 140 15223 NE 90th Street, Suite 140 BELLEVUE,WA 98009 Redmond,WA 98052 Redmond,WA 98052 425-497-8222 LIC:PAMGC917C7 EXP:03/01/2023 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2018 STORIES: CONST.TYPE: I1I13 DWELLING UNITS: OCC GROUP: B BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation;guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Julia Seen 06/11/2021 Signature Print Name Date Released By Date CONDITIONS NELSON Nelson Seattle 1200 Fifth Ave,Suite 1300 Seattle,WA 98101 www.NELSONww.com July 13,2021 RE: C&C PACKAGING TENANT IMPROVEMENT PERMIT NO.: 3898 19927 671h Ave NE, Building C Arlington,WA,98223 City of Arlington Building Official, This letter is in regards to the C&C Packaging Tenant Improvement(Permit no.3898)at 19927 67th Ave NE, Building C in Arlington. I am writing to submit the enclosed permit revision details and structural calculations to create a 16'-0"wide x 14'-0" high opening in the exterior concrete wall along grid line A(and between grid lines 2 and 3)to accommodate a new overhead roll-up door. Please contact me at(925)399-3411 if you have any questions or comments. Sincerely, Y/ Julia Seen Sr Architect 20114521 REGISTERED ARCHITECT K/ JULIA SEEN ATE OF WASHINGT CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATEJ/;,�� BY ` NO CHANGES AUTHORIZED LQ�{�, UNLESS APPROVED BY THE ♦ �� ` " BUILDING INSPECTOR fie/ Received ,�....4 JUL 15 2021 WWW.NELSONWORLDWIDE.COM JOB COPY M Page 1 of 1 ■ 1 � Structural Calculations PREPARED FOR: GS Venture Partners 845 106th Avenue NE Suite 102 d WFA 0 In Bellevue, WA 98004 Chris Gayte PROJECT: Gayteway Building C Add New Opening 2170821.21 PREPARED BY.- Bonnie Ng Project Engineer REVIEWED BY.- Andy Pflueger, PE, SE Project Manager DATE: May 2021 Civil Engineers • Structural Engineers • Landscape Architects • Community Planners 9 Land Surveyors • Neighbors 1 Structural Calculations For ■ Gayteway Building C New Opening Arlington, WA Project # 2170821.20 Project Principal Dan Booth, PE, SE Project Manager Andy Pflueger, PE, SE Project Engineer Bonnie Ng Design Criteria Design Codes and Standards Codes and Standards: Structural design and construction shall be in accordance with the applicable sections of the following codes and standards as adopted and amended by the local building authority: International Building Code, 2018 Edition. Structural Design Criteria: Wind Load Criteria: L 80 Ultimate Wind Speed 98 MPH of W � OJ, Risk Category II Wind Exposure C Topographic Factor 1.00 Seismic Criteria: Risk Category II SIONSL Seismic Importance Factor 1.00 05/07/102/ SS = 1.043 S, = 0.372 Sds = 0.753 Shc = 0.479 Site Class = D Seismic Design Category = D Project Description The project consists of a new opening in an existing tilt-up concrete wall. Steel HSS strongbacks are added to the wall piers to resolve out of plane loads on the panel. AHBL Inc. JOB TITLE Gayteway Building C 2215 N.30th St. New Opening Tacoma,WA 98403 JOB No. 2170821.21 SHEET NO. 253-383-2422 CALCULATED®Y BN DATE 4/26/21 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2018 Occupancy: Occupancy Group= B Business Risk Category & Importance Factors: Risk Category= II Wind factor= 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof- 0.0 hr Floor: 0.0 hr Building Geometry: Roof angle (0) 0.25/12 1.2 deg Building length(L) 395.0 ft Least width (B) 210.0 ft Mean Roof Ht (h) 26.8 ft Parapet ht above grd 28.0 ft Minimum parapet ht 1.2 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24-0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor N/A Partitions N/A Partitions N/A Partitions N/A Partitions N/A OSH PD Gayteway Building C - Add New Opening Latitude, Longitude: 48.1789981, -122.1389291 Arlington Cemetery Q Cozy Heating Bowman Manufacturing Company, Inc J 1 W U, Z D Hidden Glen a m -oo 3P/NE 201 st St NE Senior Aerospace AMTQ Go gle Map data©2021 Date 5/6/2021,4:14:17 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D-Stiff Soil Type Value Description Ss 1.043 MCER ground motion.(for 0.2 second period) St 0 372 MCER ground motion.(for 1.0s period) SMS 1.129 Site-modified spectral acceleration value SMt null-See Section 11 4.8 Site-modified spectral acceleration value SDs 0.753 Numeric seismic design value at 0.2 second SA SDt null-See Section 11.4 8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1.083 Site amplification factor at 0.2 second F null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.443 MCEG peak ground acceleration FPGA 1.157 Site amplification factor at PGA PGAM 0.512 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.043 Probabilistic risk-targeted ground motion (0.2 second) SsUH 1.144 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT 0.372 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.418 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1 D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRs 0.912 Mapped value of the risk coefficient at short periods CRt 0.891 Mapped value of the risk coefficient at a period of 1 s I I AHBL Inc. JOB TITLE Gayteway Building C 2215 N. 30th St. New Opening Tacoma,WA 98403 JOB No. 2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Wind Loads : ASCE 7- 16 Ultimate Wind Speed 98 mph Nominal Wind Speed 75.9 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh easel 0.959 Kh case 2 0.959 Type of roof Monoslope I Topographic Factor (Kzt) V(Z) Topography Flat Speed-up Hill Height (H) 80.0 ft , Half Hill Length(Lh) 100.0 ft x(�_ndj x(downwind) Actual H/Lh = 0.80 , H/2 Use H/Lh = 0.50 H Lh Hf2 Modified Lh = 160.0 ft From top of crest:x= 50.0 ft Bldg up/down wind? downwind ESCARPMENT H/Lh= 0.50 K,= 0.000 x/Lh= 0.31 K2= 0.792 V(Z) z/Lh= 0.17 K3= 1.000 Z Speed-up At Mean Roof Ht: (Z)V x(upwind) x(downwind) Kzt=(1+KlK2K3)"2= 1.00 I �- H!2 H Lh H!2 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>1 second). h= 26.8 ft If building h/13>4 then may be flexible and should be investigated. B= 210.0 ft h/B= 0.13 Rigid structure(low rise bldg) /z(0.6h)= 16.1 ft G = 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure LL= 0.20 34icy (rl,)= 0.0 Hz f = 500 ft Damping ratio(0)= 0 Zmin= 15 ft /b= 0.65 c= 0.20 /a= 0.15 go, 9V s 3.4 VZ= 83.6 LZ= 432.9 ft N 1 = 0.00 Q= 0.84 Kn= 0.000 lz: 0.23 Rh= 28.282 r(= 0.000 h= 26.8 ft G= 0.84 Re= 28.282 rl- 0.000 RL= 28.282 r1- 0.000 gR = 0.000 R = 0.000 Gf - 0.000 Enclosure Glassitication i �� 1 AHBL Inc. Job TITLE Gayteway Building C 2215 N 30th St. New Opening Tacoma,WA 98403 JOB No.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Ultimate Wind Pressures Wind Loads - Components & Cladding : h <_ 60' Kh(case 1)= 096 h- 26.8 ft 0.2h- 5.4 ft Base pressure(qh)= 20.0 psf 0 6h- 16.1 ft Minimum parapet ht= 1.2 ft GCpi- +/-0.18 Roof Angle(0)= 1.2 deg qi=qh= 20.0 psf Type of roof= Monoslope Roof Surface Pressure(psf) Userinput Area 10 sf 20 sf 50 sf 100 sf 200 sf 350 sf 500 sf 1000 sf 25 sf 50 sf Negative Zone 1 -37.7 -35.z -91.9 -29.4 -28 9 -24.9 -23.6 -23.6 -34.4 -si.9 Negative Zone 1' -21 6 -21 6 -21.6 -21.6 -18.6 -16 2 -16.0 -16.0 -21.6 -21.6 Negative Zone 2 -49.7 -46 5 -42.3 -39 1 -35.9 -33 3 -31.7 -31 7 -45.5 -42 3 Negative Zone 3 -67.7 -61.3 -52 9 -46 5 -40.1 -34.9 -31.7 -31 7 -59 3 -52.9 Positive All Zones 16 16 16 16 16.0 16.0 160 160 160 16.0 Overhang Zone 1&1' -34 1 -33.5 -32.7 -32.1 -26.9 -22.7 -20 0 -20.0 -33.3 -32.7 Overhang Zone 2 -46.1 -41 8 -36 2 -31.9 -27.7 -24 2 -22.0 -22.0 -40.5 -36 2 Overhang Zone 3 -64.1 -56 7 -46 8 -39.4 -31.9 -25 9 -22.0 -22 0 -54.3 -46 8 ver ang pressures in Me table a ove assume an internal pressure coe icien cpi o Overhang soffit pressure equals adj wall pressure(which includes internal pressure of 3.6 psf) Parape qp= 20.2 psf Surface Pressure ps user input Solid Parapet Pressure iu sr 20 s bu st 1uu Si Zuu ST 500 sf au sr Zone 2 04 r ou.o 0o u 50.8 466 41.1 oo.0 Zone 3 829 755 657 583 50.9 411 65.7 CASE B Interior zone -38.2 -36 3 -33 7 -31.8 -29.9 -27 3 -33 1 Corner zone -43 7 -40 8 -37 0 -34.1 -31.1 -27.3 -37.0 wall a= 10.7ft Walls GCp+/-GCpi Surface Pressure at n User input Area lu ST 1uU ST Zuu ST 0uu ST 1u ST iuu ST Zuu ST Oou st 10 ST ZVu ST Negative Zone 4 -1.1 r -1.u1 -u.ao -u.au -Za 4 -20.3 is o -i a. -23 4 1y.J Negative Zone 5 -1 44 -1.12 -1.03 -0.90 -28 9 -29.5 -20 6 -18.0 -28.9 20.6 Positive Zone 4&5 1.08 092 0 87 0.81 216 18.5 175 16.2 21.6 175 Note:GCp reduced y 1 7.-due to roof angle- 10 deg +� 1 AHBL Inc. JOB TITLE Gayteway Building C 2215 N.30th St New Opening Tacoma,WA 98403 JOB No.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Location of C&C Wind Pressure Zones -ASCE 7-10&earlier �1 G� 1O c J—(3) 1 I T I I �� //�� I — I 2i L/ UJ i2 02i (J I> I 5 I I I 1 4 I I I WALL 5 3 I —2— —i- —j 't 0 Roofs w/ e 5 10° Walls h 5 60' Gable,Sawtooth and and all walls &nit design h<90' Multispan Gable e 5 7 degrees& Monoslope roofs h>60' Monoslope 5 3 degrees 3°<e 5 10° h 5 60'&ait design h<90' h S 60'&sit design h<90' 8 a a I a a y /y /� a 4- — 3 _? �3 I 2 � � � V O i A B (:, 17 7 I I I I i �� 2 Qi ' 21 C i I I I 1 2ri1 I a a 1 I O 12 _ I IGI 2 3 � ,/L——— --- -� 1 I F---� --J 3} 3 3 2 3 2 ' I 2 ! IC2 Monoslope roofs Multispan Gable& Hip 7° < e _<27' I I 10'<6 5 30' Gable 7° <es 45° I I h<_60'&sit design h<90' I I � I 2 3 Sawtooth 10*<e 5 45° h 5 60'&sit design h<90' a a =�o =�o 0 1 li2 r'� ~ v VJ L W1 W2 W1 W2 W3 W W Stepped roofs a<_3° h 5 60'&Bit design 11<90' I AHBL Inc. JOB TITLE Gayleway Building C 2215 N.30th St. New Opening Tacoma,WA 98403 JOB NO.2170821.21 _ SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Location of C&C Wind Pressure Zones-ASCE 746 2a y < 0. i 0. h A 2a 0 0 ? r-- 2 — —1 I O 1 O ti I O4 I I O I 3 2 I t`J 2 2' O 12 I s 4 I I A ® A A 1 1 S S 1 L----J I 1 I I WALL A L_-- ----� L J Roofs w/ 0 9 10' Walls h 5 60' Gable,Sawtooth and and all walls &sit design h<90' Multispan Gable 6 5 7 degrees& Monoslope roofs h>60' Monoslope 5 3 degrees 3°<6 s 10' h 5 60'&sit design h<90' h 5 60'&sit design h<90' a A a A a a A B C D z a A r r A � v a I I I I I I I 1 I QI I e 1 e 1 lOI O1 ti 3 2 3 cv JI 2 1 I t I 1 l 2 �+ 1 I (D lO I I I I 1 1 � I I I 1 I I Monoslope roofs Multispan Gable& Hip 7° < 6 5 27° J I 10°<6 5 30° Gable 7° <05 45° 3 h 5 60'&sit design h<90' 2 3 Sawtooth 10'<6 5 45' h 5 60'&sit design h<90' a a i� -- 2 _2 3 U U U W1 W2 W1 W2 W3 W W Stepped roofs 9 5 W h 5 60'&sit design h<90' 1 1 Job Name = Job Number = 2170821.2 Wall Type = 44 45 52 53 Wall Description = SOLID Wall Ht= 27.33 ft Wall Weight at Mid Height b= 16 ft Wt of Concrete= 150 pcf c= 14 ft Wall Thickness= 7.25 in. e= 4.50 ft Concentric Load= 2202 plf d = 13.33 ft Seismic Fp=.4Sd*= 0.3012 Wp a = 6 ft a = b/2 Roof Weight Joist Span= 10 feet i Dead Load= 12 psf d Snow Load= 25 psf Live Roof= 0 psf Live Floor= 0 psf eccentricity 1.75 inch equiv DL= 166.68667 plf equiv SL = 347.22222 plf c equiv Lr= 0 plf equiv LL= 0 plf b e Equivalent Wind and Seismic Load P wind = 22.5 psf P seismic= 27.3 psf P wind equiv= 62.5 psf P seismic equiv= 53.7 psf 1 Eel AHBL Inc. Project Title: Gayteway Building C 2215 North 30th Ste 300 Engineer: _ Tacoma,WA 98403 Project ID: 2170821.21 (253)383-2422 Project Descr:Add new opening Printed: 6 MAY 2021, 7:17PM Steel Beam File:gayteway c add new opening.ec6 ' Software copyrighi ENERCALC,INC.1902020,Bufld:12.20.8,17 KW-06001735 AHBL,INC SEA DESCRIPTION: Panel 14 New Opening Wall Strongback CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield 46.0 ksi Beam Bracing: Comp etely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending W(0.28125),E(024165) HSS6x4x 1/2 Span=25.830 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: W=0.06250, E=0.05370 ksf, Tributary Width=4.50 ft DESIGN SUMMARY ' • Maximum Bending Stress Ratio = 0.421 : 1 Maximum Shear Stress Ratio= 0.031 : 1 Section used for this span HSS6x4x1/2 Section used for this span HSS6x4x1/2 Ma:Applied 14.107 k-ft Va:Applied 2.185 k Mn/Omega:Allowable 33.513 k-ft Vn/Omega :Allowable 70.779 k Load Combination +D+0.70E+0,60H Load Combination +D+0.70E+0.60H Location of maximum on span 12.915ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= 0<150.0 Max Upward Transient Deflection 0.000 in Ratio= 0 <150.0 Max Downward Total Deflection 1.726 in Ratio= 180>=150. Max Upward Total Deflection 0.000 in Ratio= 0 <150.0 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 +D+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+L+H Dsg n.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+Lr+H Dsg n.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+S+H Dsg n.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0.750Lr+0.750L+H Dsgn.L= 25.83 ft 1 0,000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0.750L+0.750S+H Dsgn.L= 25.83 It 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0,60W+H Dsgn.L= 25.83 ft 1 0.420 0.031 14.07 14.07 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+0.750Lr+0.750L+0.450W+H Dsgn.L= 25.83 ft 1 0.315 0.023 10.56 10.56 55.97 33.51 1.14 1.00 1.63 118.20 70.78 +D+0.750L+0.750S+0.450W+H Dsgn.L= 25.83 ft 1 0.315 0.023 10.56 10.56 55.97 33.51 1.14 1.00 1.63 118.20 70.78 +0.60D+0.60W+0.60H Dsgn.L= 25.83 ft 1 0.420 0.031 14.07 14.07 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+070E+0.60H Dsgn.L= 25.83 ft 1 0.421 0.031 14.11 14.11 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+0.750 L+0.750 S+0.5250 E+H Dsg n.L= 25.83 ft 1 0.316 0.023 10.58 10.58 55.97 33.51 1.14 1.00 1.64 118.20 70.78 1 I I I /= AHBL Inc. Project Title: Gayteway Building C =i 2215 North 30th Ste 300 Engineer: _ Tacoma,WA 98403 Project ID: 2170821.21 _ (253)383-2422 Project Descr:Add new opening OPrinted: 6 MAY 2021, 7:17PM Steel Beam — File`gayf&aycaffnewopeninga Software copyright ENERCALC,INC.1983.2020,Build:12.20.8.17 KW-OM1736 AHBL,INC SEA DESCRIPTION: Panel 14 New Opening Wall Strongback 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 +0.60D+0.70E+H Dsgn.L= 25.83 ft 1 0.421 0.031 14.11 14.11 55.97 33.51 1.14 1.00 2.18 118.20 70.78 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max.'W'Defl Location in Span +0.60D+0.70E+H 1 1.7261 12.989 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.632 3.632 Overall MINimum 1.635 1.635 +D+0.60W+H 2.179 2.179 +D+0.750Lr+0.750L+0.450W+H 1.635 1.635 +D+0.750L+0.750S+0.450W+H 1.635 1.635 +0.60D+0.60W+0.60H 2.179 2.179 +D+0.70E+0.60H 2.185 2.185 +D+0.750L+0.750S+0.5250E+H 1.638 1.638 +0.60D+0.70E+H 2.185 2.185 W Only 3.632 3.632 E Only 3.121 3.121 H Only • Anchor DesignerT11 Company: AHBL Date: 7/20/2020 Engineer: BN Page: 1/6 Software Project: Gayteway Building C-Add New Opening • Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 0 Phone: (253)383-2422 E-mail: bng@ahbl.com 1.Projgct Information Customer company: GS Ventures Project description:Strongback attachment Customer contact name:Chris Gayle Location:Arlington,WA Customer e-mail:cjgayte@yahoo.com Fastening description: Comment: 2. Inout Data&Anchor Parameters General Base Material Design method:ACI 318-14 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(inch):7.25 State:Cracked Anchor Information: Compressive strength,f.(psi):4000 Anchor type: Concrete screw 4J.,v: 1.0 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(inch):0.625 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch):4.000 Reinforcement provided at corners:Yes Effective Embedment depth,he(inch):2.970 Ignore concrete breakout in tension:No Code report: ICC-ES ESR-2713 Ignore concrete breakout in shear:No Anchor category: 1 Ignore 6do requirement:Not applicable Anchor ductility: No Build-up grout pad:No hmin(Inch):6.00 cep(inch):4.50 Base Plate Cmin(inch): 1.75 Length x Width x Thickness(inch):3.00 x 10.00 x 1.00 Smin(inch):3.00 Recommended Anchor Anchor Name:Titen HD®-5/8"0 Titen HD(THDB model),hnom:4"(102mm) Code Report: ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility Simpson Strong-1 Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com • Anchor Designer TM Company: AHBL Date: 7/20/2020 Software Engineer: BN Page: 2/6 Project: Gayteway Building C-Add New Opening . Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail bng@ahbl.com Load and Geometry Load factor source:ACI 318 Section 5.3 Load combination:not set Seismic design:No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads:No Strength level loads: Nu.[lb]: 1816 Wax[lb]: 1 Vuey[lb]: 1 Mux[ft-lb]:0 Muy[ft-lb]:0 Muz[ft-lb]: 0 <Figure 1> Z Reaction from EnerCalc output 4816 lb N = 3632 lb= 1816 lb 2 0 ft-lb 1 lb Y 0 ft-lb 0 ft-lb N Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility Simpson Strong-Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847 3871 www.strongtie.com I r • Anchor DesignerT^^ Company: AHBL Date: 7/20/2020 Engineer: BN Page: 3/6 SOftWar� Project: Gayteway Building C-Add New Opening version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com <Figure 2> 10.00 CD M , 7.00 5.50 5.50 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847 3871 www.strongtio.com Anchor Designer TM Company: AHBL Date: 7/20/2020 Engineer: BN I Page: 4/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 s Phone: (253)383-2422 E-mail: bng@ahbl.com 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua(lb) Vuax(lb) Vuay(lb) 4(Vu8x)2+(Vuey)2(lb) 1 908.0 0.5 0.5 0.7 2 908.0 05 0.5 0.7 Sum 1816.0 1.0 1.0 1.4 Maximum concrete compression strain(%o):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(lb): 1816 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'NX(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 ,� 2 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 X 4.Steel Strength of Anchor in Tension (Sec. 17.4.1) Nsa(lb) 0 ON..(lb) 30360 0.65 19734 5. Concrete Breakout Strength of Anchor in Tension(Sec. 17,4.2) Nn=kcA.4f cher'5(Eq. 17.4.2.2a) kc As f�(psi) her(in) Na(lb) 17.0 1.00 4000 2.970 5503 ONcog=0(ANc/ANco)9'eo,NVed,N'I%,N`Ycp,NNa(Sec. 17.3.1 &Eq. 17.4.2.1b) ANc(InZ) AN.(in') Ca,min(In) Wwv Ted,N 'Pc,N 'Pcp,N Nn(lb) 0 ONcog(lb) 141.76 79.39 5.50 1.000 1.000 1.00 1.000 5503 0.65 6387 6.Pullout Strength of Anchor in Tension(Sec.17.4.31 ONpn=OV1c,PA.Np(fc12,500)n(Sec. 17.3.1,Eq. 17.4.3.1 &Code Report) 'PC,P A Np(lb) fc(psi) n 0 ONpn(lb) 1.0 1.00 3040 4000 0.50 065 2499 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility 5956 W Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925 847.3871 www.strongtio.com i Anchor Designer TM Company: AHBL Dare: 7/20/2020 Engineer: BN I Page: 5/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 8.Steel Strength of Anchor in Shear(Sec,17.5,1) Vs.(lb) 09-10 0 OpromoVsa(lb) 10000 1.0 0.60 6000 9.Concrete Breakout Strength of Anchor in Shear(Sec. 17,5,21 Shear perpendicular to edge in y-direction: Vby=minl7(6/de)024d.A.4f.C.,'5;9a..4Pcc.,'SI(Eq. 17.5.2.2a&Eq.17.5.2.2b) /e(in) da(in) a,. Pc(psi) c.,(in) Vby(lb) 2.97 0.625 1.00 4000 5.50 6166 OV cby=0(Avc/Avcc)'P9d vTc,v'/'h,vVby(Sec. 17.3.1 &Eq. 17.5.2.1 a) Avc(in2) Av.(in2) Ted,v `/o,v Th,v Vey(lb) 0 OVoby(lb) 119.63 136.13 1.000 1.000 1.067 6166 0.70 4046 Shear parallel to edge in x-direction: Vby=minj7(/./d.)021/d.a..11fX.,'5;9a..4f'cc.,'51(Eq. 17.5.2.2a&Eq. 17.5.2.2b) /.(in) d.(in) A. f�(psi) c.,(in) Vby(lb) 2.97 0.625 1.00 4000 5.50 6166 OVc&=0(2)(Avc/Avc.)Ved,v'Yc,vTh,My(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.18) A (in2) Avon(in2) Ted,v Yo,v V'h,v Vby(lb) 0 OVcb.(lb) 119.63 136.13 1.000 1.000 1.067 6166 0.70 8092 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5,3) OVcpg=OkcpNcbg=^p(ANc/ANco)T6,N`Fed,N Vlc,N%p,NNb(Sec. 17.3.1 &Eq. 17.5.3.1 b) kcp ANc(in2) AN.(m2) WJ ,N yed,N Yo,N '/'cp,N Nb(lb) 0 OVcpg(lb) 2.0 141.76 79.39 1.000 1.000 1.000 1.000 5503 0.70 13757 11.Results Interaction of Tensile and Shear Forces(Sec.17.6.1 Tension Factored Load,Nue(lb) Design Strength,0Nn(lb) Ratio Status Steel 908 19734 0.05 Pass Concrete breakout 1816 6387 0.28 Pass Pullout 908 2499 0.36 Pass(Governs) Shear Factored Load,V..(lb) Design Strength,OW(lb) Ratio Status Steel 1 6000 0.00 Pass T Concrete breakout y+ 1 4046 0.00 Pass (Governs) II Concrete breakout y- 1 8092 0.00 Pass(Governs) Pryout 1 13757 0.00 Pass Interaction check N..I^ V../OV„ Combined Ratio Permissible Status Sec. 17.6..1 0.36 0.00 36.3%. 1.0 Pass 5/8"0 Titen HD(THDB model),hnom:4"(102mm)meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtio.com 0 I TV • Anchor Designer TM Company: AHBL Dace: 7/20/2020 Engineer: BN Page: 6/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 12,Warnings -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturers product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company In 5956 W Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com I I A AT COL F6.0 i i 4 � O� � 2 0 i rJ TYP 0 (n 81 SAWCUT NEW 16-0" W x 14'-0" H t.�DOOR OPENING �—T.O.FTG ELEV SSK 2 8'-0"POUR STRIP AT COL F6.0 4 S3.1 - - 3 A. ——r r -33 l�L L. BO y +� c�RAL G1 "O� 1 SIONAL O O©O O GAYTEWAY BUILDING C ADD NEW OPENING SSK 1 2215 North 301hStreet,SUte3M SCALE: 3/32" : V-0" Torn.,vu��aaa+ 253.383.2422TE 253.383.2572FAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 OC 26'-10" 26'-2" TOP OF PNL TOP OF PNL to 4 � d I i HSS 6x4x112"STRONG BACK HSS 6x4xl/2"STRONG BACK i 16'-0" * 3'-6" SSK TYP 4 I I I !l? L_J , NEW DOOR OPENING M SSK 3 ' '4 oY Wass, �O �c�BAL 1G�� l SIONAL OS/07/202/ O© C Q OAYTEWAY BUILDING C ADD NEW OPENING 2215 North 301h Suite 300 SSK 2 Taoome,w4 6403 SCALE: 1/4"= 1'-0" 253.383.24227E 253.383.2572 FAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 EXIST CONCRETE PANEL n n NEW DOOR OPENING II II 11. PL 1"x3"x0'-10" W/(2)"DIA SIMP 3l8 2 TITEN HD,EMBED 4"MIN.SPACE AS SHOWN ON ELEVATION SEISMIC COLUMN PER ELEV N L' 80 Of y m�ea A� �rGc AL Ss10NAL OS/07/?OW O© : O GAYTEWAY BUILDING C ADD NEW OPENING S S K 3 2215 North San Street,Sure3W SCALE: 1" = 1'-0" Tao",VA964M 253.383.2422mL 253.3832572Fnx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 i i I NOTE: 3"DIA CORE DRILL HAND DEMO CORNERS TO CORNERS PRIOR TO ENSURE NO OVERCUT AT CUTTING OPENING NEW CORNER u ° G .j a SAWCUT NEW OPENING TYPICAL SAWCUT CORNER 1�L L' 80 Gc RAL ssIONAL 0510712011 Q© Q GAYTEWAY BUILDING C ADD NEW OPENING SSK 4 2215 North 301hStwt,Sure 300 SCALE: 1" = 1'-0" Teto=,W498403 253.383.2422 Ta 253.3M.2572 Frvc DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 �� M I NELSON Nelson Seattle 1200 Fifth Ave,Suite 1300 Seattle,WA 98101 www.NELSONww.com July 13,2021 RE: C&C PACKAGING TENANT IMPROVEMENT PERMIT NO.: 3898 19927 67th Ave NE, Building C Arlington,WA,98223 City of Arlington Building Official, This letter is in regards to the C&C Packaging Tenant Improvement(Permit no.3898)at 19927 67th Ave NE, Building C in Arlington. I am writing to submit the enclosed permit revision details and structural calculations to create a 16'-0"wide x 14'-0"high opening in the exterior concrete wall along grid line A(and between grid lines 2 and 3)to accommodate a new overhead roll-up door. Please contact me at(925)399-3411 if you have any questions or comments. Sincerely, K/ Julia Seen Sr Architect 20114521 REGISTERED ARCHITECT JULIA SEEN ATE OF'NASHINGT CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATE__�� NO CHANGES AUTHORIZED LU Received UNLESS APPROYRD BY THE BUILDING IN8 SECTOR JUL 15 2021 U WWW.NELSONWORLDWIDE.COM Page 1 of 1 )FICE COPY 1 i ■ _t Structural Calculations PREPARED FOR: GS Venture Partners 845 106th Avenue NE Suite 102 Bellevue, WA 98004 Chris Gayte PROJECT: Gayteway Building C Add New Opening 2170821.21 PREPARED BY.- Bonnie Ng Project Engineer REVIEWED BY.- Andy Pflueger, PE, SE Project Manager DATE: May 2021 Civil Engineers • Structural Engineers Landscape Architects • Community Planners • Lend Surveyors • Neighbors I Structural Calculations / hz� For ■ • Gayteway Building C New Opening Arlington, WA Project # 2170821.20 Project Principal Dan Booth, PE, SE Project Manager Andy Pflueger, PE, SE Project Engineer Bonnie Ng Design Criteria Design Codes and Standards Codes and Standards: Structural design and construction shall be in accordance with the applicable sections of the following codes and standards as adopted and amended by the local building authority: International Building Code, 2018 Edition. Structural Design Criteria: Wind Load Criteria: 1�L L BO Ultimate Wind Speed 98 MPH Risk Category II Wind Exposure C Topographic Factor 1.00 Seismic Criteria: o,�s�rr,�A �o``�� ► Risk Category II SIONeL Seismic Importance Factor 1.00 05/07/202/ Ss = 1.043 S1 = 0.372 SdS = 0.753 Shc = 0.479 Site Class = D Seismic Design Category = D Project Description The project consists of a new opening in an existing tilt-up concrete wall. Steel HSS strongbacks are added to the wall piers to resolve out of plane loads on the panel. I AHBL Inc. JOB TITLE Gayteway Building C 2215 N.30th St. New Opening Tacoma,WA 98403 JOB NO. 2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2018 Occupancy: Occupancy Group= B Business Risk Category S Importance Factors: Risk Category= II Wind factor R 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: Roof angle (0) 0.25/12 1.2 deg Building length(L) 395.0 ft Least width (B) 210.0 ft Mean Roof Ht (h) 26.8 ft Parapet ht above grd 28.0 ft Minimum parapet ht 1.2 ft Live Loads: Roof 0 to 200 st 20 psf 200 to 600 st 24-0.02Area, but not less than 12 psf over 600 sf. 12 psf !2 Typical Floor N/A Partitions N/A Partitions N/A Partitions N/A Partitions N/A OSH PD Gayteway Building C - Add New Opening Latitude, Longitude: 48.1789981, -122.1389291 Arlington Cemetery �®Cozy Heating Bowman Manufacturing19 Company, Inc j w -- Z D Hidden Glen Q Q m 130 ^' �pl NE 201 st St NE Senior Aerospace AMTQ G g� Map data 02021 Date 5/6/2021,4:14:17 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D-Stiff Soil Type Value Description SS 1 043 MCER ground motion.(for 0.2 second period) S, 0.372 MCER ground motion.(for 1.0s period) SMS 1.129 Site-modified spectral acceleration value SMi null-See Section 11.4 8 Site-modified spectral acceleration value SDS 0.753 Numeric seismic design value at 0.2 second SA SDI null-See Section 11.4 8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1.083 Site amplification factor at 0.2 second Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.443 MCEG peak ground acceleration FPGA 1.157 Site amplification factor at PGA PGAM 0.512 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.043 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.144 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT 0.372 Probabilistic risk-targeted ground motion.(1 0 second) S1 UH 0.418 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1 D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.912 Mapped value of the risk coefficient at short periods CRI 0.891 Mapped value of the risk coefficient at a period of 1 s i i AHBL Inc. JOB TITLE Gayteway Building C 2215 N. 30th St. New Opening Tacoma,WA 98403 JOB No.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Wind Loads : ASCE 7- 16 Ultimate Wind Speed 98 mph Nominal Wind Speed 75.9 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.959 Kh case 2 0.959 Type of roof Monoslope I Topographic Factor (Kzt) V(Z) Topography Flat Speedup Hill Height (H) 80.0 ft Half Hill Length(Lh) 100.0 ft V x( _: x(downwind) Actual H/Lh = 0.80 Use H/Lh 0.50 H 12 Modified Lh = 160.0 ft From top of crest:x= 50.0 ft r_ r_ Bldg up/down wind? downwind ESCARPMENT H/Lh= 0.50 K,= 0.000 x/Lh= 0.31 K2= 0.792 V(Z) z/Lh= 0.17 K3= 1.000 Z Speed-up p At Mean Roof Ht: VW x(upwind) x(dawnwind) Kzt=(1+KlK2K3)^2= 1.00 i ~ H/2 H Lh H/2 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>1 second). h= 26.8 ft If building h/B>4 then may be flexible and should be investigated. B= 210.0 ft h/B= 0.13 Rigid structure(low rise bldg) /z(0.6h)- 16.1 ft G = 0.86 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure CL= 0.20 34 icy (rli)= 0.0 Hz t = 500 ft Damping ratio(R)= 0 Zmin= 15 ft /b= 0.65 c= 0.20 /a= 0.15 9Q, 9v= 3.4 Vz= 83.6 Lz= 432.9 ft N j = 0.00 Q= 0.84 Kn= 0.000 Iz= 0.23 Rh= 28.282 B= 0.000 h= 26.8 ft G= 0.84 RB= 28.282 r1= 0.000 RL= 28.282 rl= 0.000 9R = 0.000 R = 0.000 Gf = 0.000 Enclosure Glassitication AHBL Inc. Jos nTLE Gayteway Building C 2215 N.30th St. New Opening Tacoma,WA 98403 JOB No.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Ultimate Wind Pressures Wind Loads - Components & Cladding : h < 60' Kh(case 1)= 096 h= 26.8 ft 0 2h= 5.4 ft Base pressure(qh)- 20.0 psf 0.6h- 16 1 ft Minimum parapet ht= 1 2 ft GCpi= +/-0 18 Roof Angle(0)- 1.2 deg qi-qh= 20 0 psf Type of roof- Monoslope Roof SUrTSCe F'reSSUre(pst) Userinput Area 10 sf 20 sf 50 sf 100 sf 200 sf 350 sf 500 sf 1000 sf 25 st 50 sf Negative Zone 1 -37 7 -36 2 -311 9 -29.4 -26.9 -24.9 -23.6 -23.6 -34.4 -311.9 Negative Zone 1' -21 6 -21 6 -21 6 -21 6 -18.6 -16.2 -16 0 -16.0 -21.6 -21 6 Negative Zone 2 -49.7 -46.5 -42 3 -39 1 -35 9 -33.3 -31 7 -31.7 -45.5 -42 3 Negative Zone 3 -67.7 -61.3 -52.9 -46 5 -40 1 -34 9 -31.7 -31 7 -59 3 -52.9 Positive All Zones 16 16 16 16 16.0 160 16.0 16.0 16.0 16.0 Overhang Zone 1&1' -34 1 -33 5 -32.7 -32.1 -26.9 -22 7 -20 0 -20.0 -33.3 -32.7 Overhang Zone 2 -46.1 -41.8 -36.2 -31 9 -27.7 -24.2 -22 0 -22.0 -40.5 -36 2 Overhang Zone 3 -64.1 -56 7 -46.8 -39 4 -31 9 -25.9 -22 0 -22.0 -54.3 -46 8 ver ang pressures in Me table al5ove assume an intemal pressure coefficient cpi o Overhang soffit pressure equals adj wall pressure(which includes internal pressure of 3 6 psf) Parape qp- 20 2 psf Surface Pressure(psn userinput Solid Parapet Pressure iu STJ cu sf 50 sr 100 Si 2uu at 500 sf 50 at Zone 204 r ou 0 0D.0 50.8 40 0 417 00 Zone 3 829 755 657 58.3 509 41 1 657 CASE B Interior zone -38.2 36 3 -33 7 -3i t1 -29.9 -27.3 -33 7 Comer zone -43.7 -40.8 -37 0 -34 1 -31.16 -27.3 -37.0 wall a= 10.7ft WAITS GCp+/-GCpi Surface Pressure at h User input Area 1 U ST 1 UU ST 200 st Duu ST 1 u ST I UST "Wu ST 500 St 1 u st 2uu sT Negative Zone 4:-:1.:44:: -1 u1 -u.90 -u.au -23.4 zu s -1`J.O -TD u -ca 4 17 Negative Zone 5 -1.12 -1 03 -0.90 28.9 1.6 -206 -18.0 -289 -20.6 Positive Zone 4&5 0 92 0 87 0 81 21.6 185 17.5 16.2 21.6 175 Note:GCp reduced by 101io due to roof angle- 10 deg AHBL Inc. Jos TITLE GaywAray Building C 2215 N 30th St New Opening Tacoma,WA 98403 JOB NO.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Location of C&C Wind Pressure Zones -ASCE 710&earlier >a a 7a 2a Y y IQ c a (2) , O I 1 18 I O I I I 1 I 1 I I O I o (0) 2 OI 1 !P'L 4L a I— — — —I O 1 O j 3 Roofs w/ Gs 10' Walls h 5 60' Gable,Sawtooth and and all walls &aIt design h<90' Multispan Gable e 5 7 degrees& Monoslops roofs h>60' Monoslope 5 3 degrees 3°<e s 10' h 5 60'&aIt design h<90' h 5 60'&sit design h<90' 1 a a 3 2 (ja 2 2r I 1 O _ I ,2 I O I I O I I �O) �� I 2 3 a 3 L___ ___ I ✓ � �u ^ I I UM 2 2 2 I I Monoslope roofs Multispan Gable& Hip 7° < e <270 I 1 10°<e 5 30' Gable 7° <e s 45' I h 5 60'&sit design h<90' I I I Or 1 --- ---I 2 3 Sawtooth 10'<9 s 45' h 5 60'&sit design h<90' a a v v v W1 W2 W1 W2 W3 W W Stepped roofs e 5 3° h 5 60'&sit design h<90' i AHBL Inc. JOB TITLE Gayteway Building C 2215 N.30th St New Opening Tacoma,WA 98403 JOB NO.2170821.21 SHEET NO. 253-383-2422 CALCULATED BY BN DATE 4/26/21 CHECKED BY DATE Location of C&C Wind Pressure Zones-ASCE 746 2a y < N 0. 1 0 11 a 2a O � O 2 2, 1 Q ti r— I I� ® I I O I S 21 I 2 l I l a 5WAL 4 aL S 3 -- ----J 3' ----,— L. 2 J 1 0 Lo Roofs w/ B 5 10* Walls h 5 60' Gable,Sawtooth and and all walls &sit design h<90' Multispan Gable 6 5 7 degrees& Monoslope roofs h>60' Monoslope 5 3 degrees 3°<6 5 10' h 9 60'&sit design h<90' h 5 60'a alt design h<90' a a AA, rp a a a r r a JA B C D -- --� a — —V-- -7— ec I l i I I i I 1 I QI I e 1 r I 1O1 QI ti 3 2 3 I 0 2 —� j I (D O I I I I I ti 3 1I _ I I I I —` 1 2 1 1 1 2 et F---2 — — I I I I I I I Monoslope roofs Multispan Gable& Hip 7° < 6 S 27' I 10°<05 30' Gable 7°<9 5 45' h 5 60'6 sit design h<90' 2 3 Sawtooth 10°<6 5 45° h 5 60'&alt design h<90' a j;1 2 i 3� 2 Ci b b W1 W2 W1 W2 W3 W W Stepped roofs 6 5 3° h 9 60'&sit design h<90' r I _� I it Job Name = Job Number = 2170821.2 Wall Type = 44 45 52 53 Wall Description = SOLID Wall Ht= 27.33 ft Wall Weight at Mid Height b = 16 ft Wt of Concrete= 150 pcf c= 14 ft Wall Thickness= 7.25 in. e= 4.50 ft Concentric Load= 2202 plf d = 13.33 ft Seismic Fp=.4Sd"= 0.3012 Wp a= 6 ft a = b/2 Roof Weight Joist Span= 10 feet Dead Load= 12 psf d Snow Load= 25 psf i Live Roof- 0 psf + Live Floor= 0 psf eccentricity 1.75 inch equiv DL= 166.68667 plf equiv SL= 347.22222 plf c equiv Lr= 0 plf equiv LL= 0 plf b e Equivalent Wind and Seismic Load P wind = 22.5 psf P seismic= 27.3 psf P wind equiv= 62.5 psf P seismic equiv= 53.7 psf AHBL Inc. Project Title: Gayteway Building C 2215 North 30th Ste 300 Engineer: _ Tacoma,WA 98403 Project ID: 2170821.21 (253)383-2422 Project Descr:Add new opening Mum a Printed: 6 MAY 2021, 7:17PM Steel Seam File:gayALC,INr,19 new�.8.17 Software ENE RCALC,INC,1983-2020,Bu1d:12.20.8.17 KW-06001736 AHBL,INC SEA DESCRIPTION: Panel 14 New Opening Wall Strongback CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method Allowable Strength Design Fy:Steel Yield 46.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending w(02fM25)E(O_24165) 8 X_ lr--- - - - - - - - - --- - _;X HSS6x4x 1/2 Span=25.830 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: W=0.06250, E=0.05370 ksf, Tributary Width=4.50 ft DESIGN SUMMARY '° • Maximum Bending Stress Ratio = 0.421 : 1 Maximum Shear Stress Ratio= 0.031 : 1 Section used for this span HSS6x4x1/2 Section used for this span HSS6x4x1/2 Ma:Applied 14.107 k-ft Va :Applied 2.185 k Mn/Omega:Allowable 33.513 k-ft Vn/Omega:Allowable 70.779 k Load Combination +D+0.70E+0.60H Load Combination +D+0.70E+0.60H Location of maximum on span 12.915ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= 0<150.0 Max Upward Transient Deflection 0.000 in Ratio= 0 <150.0 Max Downward Total Deflection 1.726 in Ratio= 180 >=150. Max Upward Total Deflection 0.000 in Ratio= 0 <150.0 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 +D+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0,00 118.20 70.78 +D+L+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+Lr+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+S+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0.750Lr+0.750L+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0.750L+0.750S+H Dsgn.L= 25.83 ft 1 0.000 55.97 33.51 1.00 1.00 -0.00 118.20 70.78 +D+0.60W+H Dsgn.L= 25.83 ft 1 0.420 0.031 14.07 14.07 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+0.750Lr+0.750L+0.450W+H Dsgn.L= 25.83 ft 1 0.315 0.023 10.56 10.56 55.97 33.51 1.14 1.00 1.63 118.20 70.78 +D+0.750L+0.750S+0.450W+H Dsgn.L= 25.83 ft 1 0.315 0.023 10.56 10.56 55.97 33.51 1.14 1.00 1.63 118.20 70.78 +0.60D+0.60W+0.60H Dsgn.L= 25.83 ft 1 0.420 0.031 14.07 14.07 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+0.70E+0.60H Dsgn.L= 25.83 ft 1 0.421 0.031 14.11 14.11 55.97 33.51 1.14 1.00 2.18 118.20 70.78 +D+0.750L+0.750S+0.5250E+H Dsgn.L= 25.83 ft 1 0.316 0.023 10.58 10.58 55.97 33.51 1.14 1.00 1.64 118.20 70.78 =i go AHBL Inc. Project Title: Gayteway Building C 2215 North 30th Ste 300 Engineer: _ Tacoma,WA 98403 Project ID: 2170821.21 M (253)383-2422 Project Descr:Add new opening • Printed: 6 MAY 2021, 7:17PM $t@@� BeamFlle:ga newopenJng.ec8—' Software copyright ENERCALC.INC.1%3.2020.Build:12,20.8.17 I.0I DESCRIPTION: Panel 14 New Opening Wall Strongback Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values ((,� Sep�/g��me��nt Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega + .VVDTV.I VL II Dsgn.L= 25.83 ft 1 0.421 0.031 14.11 14.11 55.97 33.51 1.14 1.00 2.18 118.20 70.78 _Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+'Defl Location in Span +0.60D+0.70E+H 1 1.7261 12.989 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.632 3.632 Overall MINimum 1.635 1.635 +D+0.60W+H 2.179 2.179 +D+0.750Lr+0.750L+0.450W+H 1.635 1.635 +D+0.750L+0.750S+0.450W+H 1.635 1.635 +0.60D+0.60W+0.60H 2.179 2.179 +D+0.70E+0.60H 2.185 2.185 +D+0.750L+0.750S+0.5250E+H 1.638 1.638 +0.60D+0.70E+H 2.185 2.185 W Only 3.632 3.632 E Only 3.121 3.121 H Only i • Anchor Designer TM Company: AHBL FDate: 7/20/2020 Engineer: BN Page 1/6 ,. Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 e Phone: (253)383-2422 E-mail: bng@ahbl.com 1.Project information Customer company: GS Ventures Project description:Strongback attachment Customer contact name:Chris Gayle Location:Arlington,WA Customer e-mail:cjgayte@yahoo.com Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-14 Concrete:Normal-weight Units: Imperial units Concrete thickness,h(inch):7.25 State:Cracked Anchor Information: Compressive strength,fc(psi):4000 Anchor type:Concrete screw 4)c,v: 1.0 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(inch):0.625 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch):4.000 Reinforcement provided at corners:Yes Effective Embedment depth,hef(inch):2.970 Ignore concrete breakout in tension:No Code report:ICC-ES ESR-2713 Ignore concrete breakout in shear:No Anchor category: 1 Ignore Edo requirement:Not applicable Anchor ductility:No Build-up grout pad:No hmin(inch):6.00 cec(inch):4.50 Base Plate Cmin(inch):1.75 Length x Width x Thickness(inch):3.00 x 10.00 x 1.00 Smin(inch):3.00 Recommended Anchor Anchor Name:Titen HD®-5/8"0 Titen HD(THDB model),hnom:4"(102mm) Code Report:ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5966 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560 9000 Fax:925.847.3871 www.strongtie.com Anchor Designer TM Company: AHBL Date: 7/20/2020 Engineer: BN Page: 2/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com Load and Geometry Load factor source:ACI 318 Section 5.3 Load combination:not set Seismic design:No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:No Strength level loads: Nua[lb]: 1816 Wax(lb]: 1 Vuay[lb]: 1 Mux[ft-lb]:0 Muy[ft-lb]:0 Muz[ft-lb]:0 <Figure 1> Z Reaction from EnerCalc output 1816 lb N = 3632lb= 1816lb 2 0 ft-lb 1 lb 1 lb Y 0 ft-lb 0 ft-lb N Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.647.3871 www.strongtie com • Anchor Designer TM Company: AWBL Date: 7/20/2020 Engineer: BN Page: 3/6 f Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com <Figure 2> 10.00 o� 0 M 7.00 5.50 5.50 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility Simpson Strong-Tie Company Inc. 5956 W Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847 3871 www.strongtie.com V • Anchor Designer TM Company: AHBL Date: 7/20/2020 Engineer: BN Page: 4/6 • Fi"c CY,v�M 1-.)J Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Noe(lb) Wax(lb) Vuey(lb) 4(Vaax)'+(Vuay)z(lb) 1 908.0 0.5 0.5 0.7 2 908.0 0.5 0.5 0.7 Sum 1816.0 1.0 1.0 1.4 Maximum concrete compression strain(96):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(lb): 1816 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 01 02 X 4.Steel Strength of Anchor in Tension(Sec.17.4.1) Nsa(lb) 0 ON.(lb) 30360 0.65 19734 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.2) Ne-k,1.4f�herl 5(Eq. 17.4.2.2a) kc Aa f�(psi) her(in) Nn(lb) 17.0 1.00 4600 2.970 5503 ONE=0(ANcIANco)T ,N%d,NV'c,N'PCPNNe(Sec. 17.3.1 &Eq. 17.4.2.1b) ANc(In2) AN.(In2) Ca,min(m) TeoN Ted,N 'Pc,N Tcp,N Na(lb) 0 ON-p(lb) 141.76 79.39 5.50 1000 1.000 100 1000 5503 0.65 6387 6. Pullout Strength of Anchor in Tension(Sec.17.4.3) ONm=OW6,PA.Np(N12,500)"(Sec. 17.3.1,Eq. 17.4.3.1 &Code Report) V'o,P A Np(lb) N(psi) n 0 ONpn(lb) 1.0 1.00 3040 4000 0.50 0.65 2499 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925 560.9000 Fax:925.847.3871 www.strongtie.com I • Anchor Designer TM Company: AHBL I Date: 7/20/2020 Engineer: BN I Page: 5/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 8.Steel Strength of Anchor in Shear(Sec.17.5.11 Vsa(lb) Ogrow 0 Og,cutoVsa(lb) 10000 1.0 0.60 6000 9.Concrete Breakout Strength of Anchor in Shear(Sec. 17.5.2) Shear perpendicular to edge in y-direction: Vby=minJ7(le/da)024d.,,.lfX.,'5;9Aalifcca,'51(Eq. 17.5.2.2a 5 Eq. 17.5.2.2b) /e(in) da(in) As fc(psi) Cal(in) Vby(lb) 2.97 0.625 1.00 4000 5.50 6166 OV cby=0(A vc/Avm)Y'ed,v Y'o,vTh,vVby(Sec. 17.3.1 &Eq. 17.5.2,1 a) Ave(In2) Av.(in2) Ted,V V'C,V Y'h,v Vey(Ib) 0 OVcby(lb) 119.63 136.13 1.000 1.000 1.067 6166 0.70 4046 Shear parallel to edge in x-direction: Vby=minJ7(1e/da)024daAegfcca1'5;9Ae�fcca1'51(Eq. 17.5.2.28&Eq. 17.5.2.2b) A(in) da(in) As fc(psi) Cal(in) Vby(lb) 297 0.625 1.00 4000 5.50 6166 oV cbx=0(2)(Avc/A vw)Ted,vTc,v'Yh,vVby(Sec. 17.3.1,17.5.2.1(c)&Eq. 17.5.2.18) Avc(in2) Avw(in2) Y'ed,v Tc,V Th,v Vby(Ib) 0 OVcbx(lb) 119.63 136.13 1.000 1.000 1.067 6166 0.70 8092 10.Concrete Pryout Strength of Anchor in Shear(Sec.17,5.3) OVcpg=OkcpNabg=Okcp(AmI ANcc)Y'ec,N Y'ed,N P',,NY'cp,NNb(Sec. 17.3.1 &Eq. 17.5.3.1 b) kcp ANc(In2) AN.(In2) Tec,N Y'edN Yo,N Yop,N Nb(lb) 0 OVcpg(lb) 2.0 141.76 79.39 1.000 1.000 1.000 1.000 5503 0.70 13757 11.Results Interaction of Tensile and Shear Forces(Sec.17.6.1 Tension Factored Load,Nu.(lb) Design Strength,M(lb) Ratio Status Steel 908 19734 0.05 Pass Concrete breakout 1816 6387 0.28 Pass Pullout 908 2499 0.36 Pass(Governs) Shear Factored Load,Via(lb) Design Strength,OW(lb) Ratio Status Steel 1 6000 0.00 Pass T Concrete breakout y+ 1 4046 0.00 Pass(Governs) II Concrete breakout y- 1 8092 0.00 Pass(Governs) Pryout 1 13757 0.00 Pass Interaction check Mal^ Vaa/Oyn Combined Ratio Permissible Status Sec. 17.6..1 0.36 0.00 36.3% 1.0 Pass 518"0 Titan HD(THDB model),hnom:4"(102mm)meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847 3871 www strongtie.com i • Anchor Designer TM Company: AHBL Date 7/20/2020 Engineer: BN Page: 6/6 Software Project: Gayteway Building C-Add New Opening Version 2.8.7094.5 Address: 2215 N 30th St Suite 300 Phone: (253)383-2422 E-mail: bng@ahbl.com 12,Warnings -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturers product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www strongtie.com I I A ' AT COL I I F6.0' ' 4 �__L L S3.1 I 1 1 1 r J TYP I 1 I I 1 I I 13 I I I I I I I 1 I I I 1 I I I I I I I 4 1 Ico SAWCUT NEW 16'-0" W x 14'-0" H DOOR OPENING I .r' T.O.FTG ELEV -4'-9" 1 I 1 ' �SSK I I I I 14 I I Z I I ' 8'-0"POUR 1 1 STRIP AT COL F6.0 i i 4 i I S3.1 I r r I ti �Pr�G ansee �`�+�► c AL mod, SSIONAL . OS 07 [Blame GAYTEWAY BUILDING C ADD NEW OPENING SSK 1 2215 North 30 Street,Suite3M SCALE: 3/32"= V-0" Tacoma,W4984M 253.383.2422 mL 2533B3.2572 FAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 26-10" 26'-2" TOP OF PNL TOP OF PNL ------------------------- -- , 4 c4 , a ' w O , , ; HSS 6x4x1/2"STRONG BACK HSS 6x4x1/2"STRONG BACK ; ' � 16-0" 11-0 3'-6" SS K TYP 4 ; M -i , , ; ; NEW DOOR OPENING 4 v ' , \. Cb'3 , SSK 3 'Z?TZ� 3 c , , y - - c�RAL SSIONAL 0510712021 Q©Q Q GAYTEWAY BUILDING C ADD NEW OPENING c 2215 North 3M Street,Suite 300 SCALE: 1/4"= 1'-0" S�7 Tamna,W49t3103 253.303 2422 Ta 253.383.2572FAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 . I EXIST CONCRETE PANEL n n NEW DOOR OPENING II II 1 " PL 1"x3"x0'-10" W/(2)"DIA SIMP TITEN HD,EMBED 4"MIN.SPACE AS SHOWN ON ELEVATION SEISMIC COLUMN PER ELEV L. BO ti SIGNAL Q©O Q GAYTEWAY BUILDING C ADD NEW OPENING_ S S K 3 2215 North 30Street,Sufte3W SCALE: 1" = 1'-O" Taoome,VW 994M 253.383.2422T&253 383.2572 FAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 NOTE: 3"DIA CORE DRILL HAND DEMO CORNERS TO CORNERS PRIOR TO ENSURE NO OVERCUT AT CUTTING OPENING NEW CORNER a a � SAWCUT NEW OPENING TYPICAL SAWCUT CORNER c�B�L SslONAL 0510712011 O© C Q GAYTEWAY BUILDING C ADD NEW OPENING 2215 North 301h Street,Suite 300 S S K 4 Tamma.V %403 SCALE: 1" = 1'-0" 2533B32422T&253.383.2572FAx DRAWN BY: BN DATE: 04/27/2021 JOB NO.: 2170821.21 i i Raelynn Jones From: Raelynn Jones Sent: Friday,June 25, 2021 11:47 AM To: Julia Seen; C& Cc: Launa Peterson;Andy Fortino; Kevin Olander Subject: RE: C&C Packaging Permit Review Status Good Morning Julia, In order to move forward with the TCO for the warehouse portion only we will require the following: (2)Two portable toilets ( one of which is required to be ADA compliant ) at the site (1)One wash station at the site next to the portable toilets Please confirm that these items are located onsite or please notify us when they are placed. Feel free to reach out should you have any questions.Thank you Sincerely, Raelynn Jones Permit Technician City of Arlington Community& Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlingtonwa.gov r From:Julia Seen <jseen@nelsonww.com> Sent:Wednesday,June 23, 2021 10:47 AM To: Raelynn Jones<rjones@arlingtonwa.gov>; C&<ccpackbrier@aol.com> Cc: Launa Peterson <Ipeterson@arlingtonwa.gov>; Andy Fortino<andyf@pattisongc.com>; Kevin Olander <kolander@arlingtonwa.gov> Subject: RE: C&C Packaging Permit Review Status 1 [NOTICE: This message originated outside the City of Arlington mail system, DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Raelynn, The TCO request is for the tenant to occupy the warehouse space while the office is under construction. Please let me know if there are any questions. Thank you so much for your help! Julia Seen RA Market Operations Leader Senior Architect Director Dircct 926 399 3411 Mobile 510 828 1671 a seen(d-)nelsonww.com WWW.NELSONWORLDWIDE.COM NELSON 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 From: Raelynn Jones<riones@arlinKtonwa.Rov> Sent: Wednesday,June 23, 2021 8:57 AM To:Julia Seen<jseen nelsonww.com>; C&<ccpackbrier@aol.com> Cc: Launa Peterson<[Peterson @a rlinptonwa.goy>;Andy Fortino<andvf@pattisongc.com>; Kevin Olander <kolander@arlingtonwa.gov> Subject: RE: C&C Packaging Permit Review Status TAKE CARE:This email message is coming from outside of NELSON. Good Afternoon, Kristin is no longer working for the City unfortunately! Please utilize our mainline phone number of 360-403-3551 moving forward.This number will come to all of our permit technicians including myself. In addition, please use ced@arlingtonwa.gov for correspondence in the event the I am out of the office and you are needing information. As for the TCO request, is the TCO needed to occupy the warehouse space or office space or both?We have not received any inspection requests for the TI, of which approval of the completed project would be required prior to TCO. Please advise. Thank you! Sincerely, Raelynn Jones Permit Technician 2 City of Arlington Community& Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlingtonwa.gov From:Julia Seen<iseen@nelsonww.com> Sent:Tuesday,June 22, 2021 3:21 PM To: C&<ccpackbrier@aol.com>; Raelynn Jones<riones@arlingtonwa.gov> Cc: Launa Peterson<Ieterson@arlingtonwa.gov>; Andy Fortino<andvf@pattisongc.com> Subject: RE: C&C Packaging Permit Review Status [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Al, I just tried to call Kristin but her number is no longer working, so I've sent an email to Raelynn (copied here)to find out the status. Thanks, Julia Seen RA Market Operations Leader Senior Architect Director Direct 925 399 3411 Mobile 510 828 1671 i seen(a)nelsonww.com WWW.NELSONWORLDWIDE.COM NELSON" 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 From:C&<ccpacl<brier@aol.com> Sent:Tuesday,June 22, 2021 3:14 PM 3 To:Julia Seen <jseen@nelsonww.Corn>; riones@arlinKtonwa.gov Cc: Peterson@arlingtonwa.gov;Andy Fortino<andyf@pattisongc.com> Subject: Re: C&C Packaging Permit Review Status TAKE CARE:This email message is coming from outside of NELSON. Julia, Any word on TCO for our building yet? Al Curva C&C Packaging Services, Inc. -----Original Message----- From: Julia Seen <j seen Ca)nelso_n_ww.com> To: Raelynn Jones <riones arlingtonwa.gov> Cc: Launa Peterson <Ipeterson�arlingtonwa.gov>; Andy Fortino <andyf(a),pattisongc.com>; C& <ccpackbrierCCDaol.com> Sent: Fri, Jun 11, 2021 10:48 am Subject: RE: C&C Packaging Permit Review Status Thank you, Raelynn. Have a great weekend! Julia Seen RA Market Operations Leader Senior Architect Director Direct 925 399 3411 Mobile 510 828 1671 s�rnelsonww.com WWW.NELSONWORLDWIDE.COM 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 From: Raelynn Jones <rionesCg�,arlingtonwa.gov_> Sent: Friday, June 11, 2021 10:48 AM To: Julia Seen <si een ne!sonww.com> Cc: Launa Peterson <1 Peterson(cl)arlingtonwa.gov>; Andy Fortino <andyfsaD_pattisongc com>; C& <ccpackbrier(�D_aol.com> Subject: RE: C&C Packaging Permit Review Status TAKE CARE: This email message is coming from outside of NELSON. Thank you Julia, I will have the permit packet ready for pickup by noon today. The foyer is open from 8 am to 5pm M-F Sincerely, Raelynn Jones Permit Technician City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 4 www arlin tonwa. ov From: Julia Seen <iseen(c�nelsonww.com> Sent: Friday, June 11, 2021 10:43 AM To: Raelynn Jones <rjones(a-)arlingtonwa.gov> Cc: Launa Peterson <lpeterson(d)_arlingtonwa.gov>; Andy Fortino <andyf(a)_pattisongc.com>; C& <ccpackbrier(c aol.com> Subject: RE: C&C Packaging Permit Review Status [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Raelynn, Attached is the signed approved permit. Please let us know when the permit packet is ready for pickup and the status of the TCO. Thank you! Julia Seen RA Market Operations Leader Senior Architect Director Direct 925 399 3411 Mobile 510 828 1671 jseen Rnelsonww corn WWW.NELSONWORLDWIDE.COM 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 From: Raelynn Jones <rjones ,arlingtonwa.gov> Sent: Friday, June 11, 2021 10:32 AM To: Julia Seen <iseen ,nelsonww.corn> Cc: Launa Peterson <lpetersonparlingtonwa.gov> Subject: RE: C&C Packaging Permit Review Status TAKE CARE: This email message is coming from outside of NELSON. Good Morning Julia, Attached is the approved permit for C&C Packaging TI BLD-3898. Please sign and resubmit the permit via email. Once we have received the signed permit we will reach out when the permit packet is ready for pickup in the foyer. Feel free to reach out should you have any questions or concerns. 5 I will check with our Building Official regarding the CO and get back with you. Thank you! Sincerely, Raelynn Jones Permit Technician I City of Arlington Community& Economic Development 18204 5V Ave NE Arlington, WA 98223 360-403-3436 www.arlin_qtonwa.gov From: Julia Seen <iseen(i)nelsonww.com> Sent: Tuesday, June 8, 2021 2:04 PM To: Raelynn Jones <rjones _arlingtonwa.gov> Cc: Launa Peterson <lpeterson(a)arlingtonwa.gov> Subject: RE: C&C Packaging Permit Review Status [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Raelynn, Do you know when we can expect to have the permit approved? And would you know the status of the TCO for this project? Thank you, Julia Seen RA Market Operations Leader Senior Architect Director Direct 925 399 3411 Mobile 510 828 1671 *seen .nelsonww.com WWW.NELSONWORLDWIDE.COM 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 6 From: Raelynn Jones <r ones(abarlingtonwa.gov> Sent: Tuesday, June 8, 2021 1:36 PM To: Julia Seen <jseen(@nelsonww.com> Cc: Launa Peterson <Ipeterson(a)arlingtonwa.gov> Subject: RE: C&C Packaging Permit Review Status TAKE CARE: This email message is coming from outside of NELSON. Perfect, thank you! Sincerely, Raelynn Jones Permit Technician City of Arlington Community & Economic Development 18204 591h Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlin tonwa. ov X From: Julia Seen <jseen -nelsonww.com> Sent: Tuesday, June 8, 2021 1:15 PM To: Raelynn Jones <rjones@arlingtonwa.gov> Cc: Launa Peterson <Ieterson@arlingtonwa.gov> Subject: RE: C&C Packaging Permit Review Status [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Raelynn, Attached is the email I sent to Kristin with the documents for C&C Packaging. Let me know if you need anything else Thank you! Julia Seen RA Market Operations Leader Senior Architect Director Direct 925 399 3411 Mobile 510 828 1671 jseen nelsonww.com WWW.NELSONWORLDWIDE.COM 7 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 From: Raelynn Jones <riones@arlingtonwa.gov> Sent: Tuesday, June 8, 2021 12:25 PM To: Julia Seen <jseen(a).nelsonww.com> Cc: Launa Peterson <Ipeterson()arlingtonwa.gov> Subject: RE: C&C Packaging Permit Review Status TAKE CARE: This email message is coming from outside of NELSON. Hi Julia, It looks like we have the Himalayan project electronic files in the C&C Packaging file—which is why it is referenced. We are not quite sure how that happened! Can you please send me the electronic files that were submitted initially for C&C (application, plans, etc)? I will get the file corrected asap. As for the permit, all we need is our Building Official's signature. Once that has been completed I will email you with the permit to sign. Thank you and please feel free to reach out should you have any questions. Sincerely, Raelynn Jones Permit Technician City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlingtonwa.gov From: Julia Seen <iseen@nelsonww.com> Sent: Monday, June 7, 2021 7:04 AM To: Kristin Foster<kfoster _arlingtonwa.gov> Subject: C&C Packaging Permit Review Status [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Kristin, 8 There seems to be some confusion regarding the C&C Packaging permit. The email below from the City says that Permit #3898 references C&C Packaging, but at the bottom it lists the drawings and documents from another project(Himalayan Office TI) . Could you please clarify which project this for? Please call me if you have any questions. Thank you, Julia Seen RA Market Operations Leader Senior Architect Director Direct 925 399 3411 Mobile 510 828 1671 *seen -,nelsonww.com WWW.NELSONWORLDWIDE.COM 4301 Hacienda Drive Suite 220 Pleasanton, CA 94588 --------Original message -------- From: Arlington <woQ-iworq.net> Date: 6/4/21 4:44 PM (GMT-08:00) To: Andy Fortino <andvf pattisongc.com> Subject: Status change on Permit#3898 The status on Permit#3898 was changed from 'PENDING PAYMENT' to'READY TO ISSUE' Permit#: 3898 Permit Date: 05/17/21 Project Name: C&C Packaging Services Company/Applicant Name: Pattison General Contractor Company/Applicant Address: 15223 NE 90th Street, Suite 140 City,State,Zip: Redmond,WA 98052 Contact: Andy Fortino Phone: 425-497-8222 Email: andvf@pattisongc.com Permit Type: Tenant Improvement Valuation: 467825.00 Square Feet: 117800 9 Number of Stories: 0 Type of Construction: IIIB Occupancy Type: B; Business Scope of Work:TI for packaging processor MIC/Opportunity Zone: Permit Issued: Permit Expires: 11/13/2021 DNU: Status: READY TO ISSUE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051400200700 19927 67TH AVE NE BLA#201907225010 GAYTEWAY 300 INDUSTRIAL/ BUSINESS PARK,LLC MANUFACTURING Contractors Contractor Primary Contact Phone Address Contractor Type License License# Pattison General Andy Fortino 15223 NE 90th CONTRACTOR Labor and PATTIGC917C7 Contractor Street,Suite 140 Industries Plan Reviews Date Review Type Description Assigned To Review Status 05/17/2021 Commercial T.I. Building In Review We have no comments for this building permit. 05/17/2021 Commercial T.I. LT&KS PW Admin Rev Approved 05/17/2021 Commercial T.I. PW-Sew-Rev In Review 05/17/2021 Commercial T.I. NO comments for this reviews PW-Wat-Rev Approved Fees Fee Description Notes Amount Building Permit Fee Table 4-1 $4,591.15 Processing/Technology Fee $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Fee Table 4-2 $2,984.25 Total $7,625.40 Payments Date Paid By Description Payment Type Accepted By Amount 06/04/2021 Joyce Taylor 86894380 $7,625.40 Outstanding Balance $0.00 Notes Date Note Created By: Updated contractor and contact information per an email from Andy Fortino of Pattison 06/04/2021 Kristin Foster General Contractor. 10 06/04/2021 The architect emailed that Sierra is not involved with the project.I requested the contractor's Kristin Foster information which will need to be updated in iWorQ. 05/17/2021 Project is also being referenced as Himalayan Office TI Raelynn Jones Uploaded Files Date File Name O5/17/2021 8821793-Himalayan Office TI Building Submittal.msg 05/17/2021 8821792-3989 Himalayan Offie TI Lighting Calcs.pdf 05/17/2021 8821791-3989 Himalayan Office TI Building Permit Application.pdf 05/17/2021 8821790-3989 Himalayan Office TI Submittal.pdf 05/17/2021 8821789-3989 Himalayan Offie TI Energy Calcs.odf 11 i I v r2l y � CD a f7l � 9 < � z CD rt Ln tJ z rt 00V N z .n x CD O _ V rn Z O l J �p C tz > z z n 9 z tz'7 0 ypa rt C tTj l7 cz 0-4 OEM" c� v rA K � 0 "�0 ,�� • y l D � "n � �r CD ►�� n aCDO y CD11 n n o x � w y 00 o x CD 110 n N 00 o (D °+ y � 0 rt y � n CD �• ►C CD y k I COMMERCIAL APPLICATION PERMIT SUBMITTAL ZING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. ❑X One (1) City of Arlington Commercial'Multi-Family Permit Application (One (1) permit application per building or structure is required) ❑X One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑X Two (2) Architectural Drawings ❑X Two (2) Structural Drawings ❑X Two (2) Structural Calculations One (1) Project Specification Manuals (if applicable) ❑X One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at (360) 403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 11?2019 Page 1 of 9 Gt�1 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑x SITE PLAN -,REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer, gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. 0 ARCHITECTURAL DRAWINGS 1. ® Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio (if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ® Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls. 3. N Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include alighting fixture schedule. 4. ❑X Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑x WASHINGTON STATE ENERGY CODE 1.One (1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shalt be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL SING Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Zl � Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC, THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: C&C Packaging Tenant Improvement Valuation: _ $168,000 Project Address: 19927 67th Ave NE,Arlington Parcel I D#: 31051400200700 Legal Description Section 14 Township 31 Range 05 Quarter NW Owner: Gayteway,LLC Phone Number: 206.240.9739 Address: 845 106th Ave NE,Suite 102 City: Bellevue State: WA Zip Code: 980004 Engineer: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: General Contractor: Pattison General Contractor Phone Number: 425-497-8222 Cell Phone: 206-851-9551 E-mail: andy@pattisongc.com Address: 15223 NE 90th St,Suite 140 City: Redmond State: WA Zip Code:. 98052 Contractor's License Number: PATTIGC917C7 Expiration: 3/1/23 Contact Person: Nelson Worldwide c/o:Julia Seen Phone Number: 925.399.3411 Cell Phone: 510.828.1671 E-mail: jseen@nelsonww.com Address: 1200 Fifth Ave_,Suites 1300 City: Seattle State: vvA Zip Code: 98101 NEW 2,000 SF OFFICE SPACE WITHIN EXISTING WAREHOUSE.THESE ARE THE FIRST IMPROVEMENTS ASSOCIATED WITH THIS Proposed Scope of Work: PORTION OF THE SHELL.SUITE CONTAINS BOTH B&F1 OCCUPANCIES USED BY A SINGLE TENANTT. REV 11/2019 Page 6 of 9 Gt Y COMMERCIAL APPLICATION PERMIT SUBMITTAL ZING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 Project Name/Tenant C&C Packaging Tenant Improvement Site Address_ 19927 67th Ave NE,Arlington Bldg/Unit/Suite Building C IBC Construction Type IIIB IBC Occupancy Type B (Accessory to F1) Description of Use OFFICE Building Square Footage 66,625 SF Number of Stories 1 Square Footage Per Floor 66,625 SF Will there be any installation, modification or removal of the following? (Check all that apply) ❑x Automatic fire extinguishing systems ❑ Compressed gas systems ❑x Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks. piping etc...) ❑ Hazardous materials ❑ High piled.,rack storage ❑ Industrial ovenslfurnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure. tents (>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 11;'2019 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL xl � Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 Name of Project: C&C Packaging Tenant Improvement Project Address: 19927 67th Ave NE,Arlington Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports, on site,for review. REV 11/2019 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ��ING Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. scants Signature Julia Seen 05/05/21 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 OCCUPANT'S STATEMENT OF INTENDED USE This facility is intended to be used for the following activities: - Manufacturing hardware kits for customers using Hannan Vacuum machines, die cutting machine and shrinkwrap machines. - Fulfillment warehousing program by storing vendors products and delivering to local customers. - Printing of owner's manuals and brochures using commercial printing machines (mostly Konica Minolta printers) - Reworking or repacking products into plastic bags. - Light assembly work for exercise company locally. ENVELOPE COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2,R3&R4 over 3 stories and all RI Administered by:©2021 NEEA,All rights reserved Project Title C&C Packaging Tenant Improvement-2018 WSEC For Building Department Use: I Date: May 05,2021 Project Address 20015 65th Ave NE Project&Applicant City of Arlington,WA 98223 Information Applicant Name Julia Seen Applicant Phone 925-399-3411 Applicant Email jseen@nelsonww.com For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Industrial Building Cond.Floor Area 2,000 Project Cond.Floor Area 2,000 Project Scope Tenant Spaces—First Build Out Space Conditioning Categories Fully Conditioned Floors Above Grade 1 Compliance Method Compliance Method 1-General Envelope Project Description New commercial office tenant improvement within an existing semi-conditioned warehouse.These improvements are the first improvements associated with this portion of shell. Envelope W WR/SRR Compliance Scope Space Conditioning Category Compliance Method per Category UA Calculation Adjustment Fenestration Alternates Compliance Verification Scope and Method Tenant Spaces—First Build Out Fully Conditioned Component performance 8.51%/0% No Calculation Adjustments allowed No alternates selected COMPLIES Air Barrier Testing I Air barrier testing included in project scope Air Barrier Comments Project Title C&C Packaging Tenant Improvement-2018 WSEC Date May 05,2021 Scope&Space Conditioning TENANT SPACES—FIRST BUILD OUT-FULLY CONDITIONED Compliance Verification1 COMPLIES Window-to-wall Ratio 1 8.51% Skylight-to-roof-ratio 0% Vertical Fenestration Alternate No alternates selected Opaque Envelope Assemblies Insulation R-Values Roof/Ceiling Location in Documents Assembly ID Assembly Location Cavity o Continuous 2nd Layer U-Factor Net Area(SF) (/o penetration) (MB Roof) Insulation entirely above deck 3/A8.1 New roof deck Interior partition I R-34(<0.04%) U-0.029 2,000 U-Factor Source: U-Factor Source Description: Is this assembly exterior or interior?:Interior partition Walls Location in Documents Assembly ID Assembly Location Cavity Continuous Insulated Wall U-Factor Net Area(SF) (%penetration) Furring Steel-framed-Commercial Detail 3/A8.1 Insulated Interior Demising Wall-Wall type 3 Exterior R-21 I R-10(<0.04%) U-0.005 3,068 U-Factor Source: U-Factor Source Description: Framing Depth: Framing Spacing: Is this assembly exterior or interior?:Exterior Steel-framed-Commercial Detail 2/A8.1 Insulated Perimeter Wall,Wall type 2 Exterior R-13 R-13(<0.04%) U-0.045 695 U-Factor Source: U-Factor Source Description: Framing Depth:Other Framing Depth Framing Spacing:24" Is this assembly exterior or interior?:Exterior Mass(precast concrete)-Commercial Detail 2/A8.1 Concrete wall with stick pin insulation Yes R-21(<0.04%) No U-0.004 1,598 Does assembly include wall furring?:No Framing Spacing: U-Factor Source: U-Factor Source Description: Slab-on-grade Floors Location in Documents Assembly ID Assembly Location Slab Edge Under Slab F-Factor Perimeter Length(SF) Unheated slab A2.1 Existing slab on grade At grade level R-0 F-0.73 210 F-Factor Source Description: F-Factor Source: Slab Insulation Method:Uninsulated slab Fenestration&Opaque Door Assemblies Insulation R-Values Opaque Doors Location in Documents Assembly ID Assembly Location Door Insulation U-Factor Rough Opening(SF) Swinging A2.1 Interior swinging doors at interior demising wall Interior partition I I U-0.37 84 What percentage of this opaque door is glazing?:50%or less U-Factor Source: U-Factor Source Description: Is this assembly exterior or interior?:Interior partition Vertical Fenestration Location in Documents Assembly ID Assembly Location Orientation Shading(PF) Fenestration Fenestration Rough E I I SHGC U-Factor Opening(SF) Fixed A2.1 Exterior Insulated Windows Exterior South/East/West Facing I PF<0.2 SHGC-0.40 U-0.38 87 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Fixed A2.1 Exterior Insulated Windows Exterior North Facing PF<0.2 SHGC-0.40 U-0.38 96 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Glazed Doors Location in Documents Assembly ID Assembly Location Orientation Shading(PF) Fenestration Fenestration Rough SHGC U-Factor Opening(SF) Swinging entrance door A2.1 Exterior Swinging Entry Doors Exterior South/East/West Facing I PF<0.2 SHGC-0.40 U-0.60 42 U-Factor&SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is this a public entrance door?:Yes Door enclosed within a vestibule?:No vestibule Project Title C&C Packaging Tenant Improvement-2018 WSEC Date May 05,2021 U x A Calculation ENANT SPACES-FIRST BUILD OUT-FULLY CONDITIONED COMPLIES Opaque Envelope Assemblies PROPOSED TARGET Roof/Ceiling Roof/Ceiling Roof/Ceiling Assembly ID Assembly U- Net Area(SF) U x A Assembly U- Net Area(SF) U x A Factor Factor 00. Insulation entirely above deck New roof deck 0.029 2,000.0 58.0 0.027 2,0(1) Wall Wall Walls Assembly ID Assembly U- Net Area(SF) U x A Assembly U- Net Area(SF) U x A factor factor Steel-framed-Commercial Insulated Interior Demising Wall-Wall type 3 0.005 3,067.5 15.3 0.055 3,(1).5 68 7 Steel-framed-Commercial Insulated Perimeter Wall,Wall type 2 0.045 694.8 31.3 0.055 694.8 38.2 Mass(precast concrete)-Commercial Concrete wall with stick pin insulation 0.004 1,598.0 6.4 0.104 1,598.0 166.2 Slab on Grade Floors PROPOSED TARGET Slab-on-grade Floors Assembly ID F-Factor Perimeter Length U x A F-Factor Perimeter Length O.A (LF) (LF) 09. Unheated slab Existing slab on grade 0.73 209.5 152.9 0.54 2(1)5 (1) WM Fenestration and Opaque Door Assemblies PROPOSED TARGET Door oor Opaque Doors Assembly ID Assembly U- Rough Opening U x A Assembly U- Rough Opening U x A Factor (SF) Factor (SF) Swinging Interior swinging doors at interior demising wall 0.37 84.0 31.1 0.37 84. 31.1 Fenestration Rough Opening Fenestration Rough Opening Vertical Fenestration Assembly ID Assembly U- (SF) U x A Assembly U- (SF) U x A Factor Factor Fixed Exterior Insulated Windows 0.38 87.0 33.1 0.38 87. 33.1 Fixed Exterior hnsulated Windows 0.38 96.0 36.5 0.38 96. 36.5 Door oor Glazed Doors Assembly ID Assembly U- Rough Opening U x A Assembly U- Rough Opening U x A Factor (SF) Factor (SF) Swinging entrance door Exterior Swinging Entry Doors 0.60 42.0 25.2 0.60 42. 25.2 Proposed Area Proposed UxA Target Area Target UxA Project Totals 7,879 390 7,879 666 Project Title C&C Packaging Tenant Improvement-2018 WSEC Date I May 05,2021 SHGC x A Calculation JTENANT SPACES—FIRST BUILD OUT-FULLY CONDITIONED COMPLIES Fenestration and Opaque Door Assemblies PROPOSED TARGET Glazed Doors-South/East/West Facing Assembly ID PF Glazed Door Rough Opening SHGC x A Glazed Door Rough Opening SHGC x A SHGC (SF) SHGC (SF) Swinging entrance door Exterior Swinging Entry Doors PF<0.2 0.40 42.0 0.38 42.0 1 - ::&::: (1) Vertical Fenestration-North Facing Assembly ID PF Fenestration Rough Opening SHGC x A Fenestration Rough Opening SHGC x A SHGC (SF) SHGC (SF) Fixed Exterior Insulated Windows PF<0.2 0.40 96.0 0.51 96.0 (1) Vertical Fenestration-South/East/West Facing Assembly ID PF Fenestration Rough Opening SHGC x A Fenestration Rough Opening SHGC x A SHGC (SF) SHGC (SF) Fixed Exterior Insulated Windows PF<0.2 0.40 87.0 34.8 0.38 87.0 (1) Proposed Area Proposed SHGC x A Target Area 777 Target SHGC x A Project Totals 225 90 225 1 98 aw TING COMPLIANCE SUMMAR 2018 WSEC Compliance Forms for Commercial Buildings including Group R2,R3&R4 over 3 stories and all Rl Administered by:©2021 NEEA,All rights reserved Project Title C&C Packaging Tenant Improvement-2018 WSEC For Building Department Use: bath' May 05,2021 Project Address 20015 65th Ave NE Project&Applicant City of Arlington,WA 98223 Information Applicant Name Julia Seen Applicant Phone 925-399-3411 Applicant Email jseen@nelsonww.com For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Industrial Building Cond.Floor Area 2,000 New Building or Project Cond.Floor Area 2,000 General Project Types Tenant Spaces—First Build Out Addition Interior Lighting Alteration Floors Above Grade 1 Lighting S Lighting Scope g gco a P Compliance Method Compliance Method 1-General Lighting Project Description New commercial office tenant improvement within an existing semi-conditioned warehouse.These improvements are the first improvements associated with this portion of shell. Lighting Compliance Scope Project Type ( Interior/Exterior Interior includes both interior&parking) Luminaire Replacement Scope Com LPA Calculation pliance Method Adjustment Compliance Verification and Method Tenant Spaces—First Build Out Interior Lighting Space by space No Calculation Adjustments selected COMPLIES Additional Efficiency Options Included rojec i e C&C Packaging Tenant Improvement-2018 WSEC Date May 05,2021 Lighting Power Calculation TENANT SPACES—FIRST BUILD OUT-INTERIOR LIGHTING Compliance Verification COMPLIES Compliance Method Space by space LPA Calculation Adjustment none Interior Lighting Power Allowance-Space by Space General Space Type Specific Space Type Ceiling Gross Interior Area(SF) LPA(Watts/SF) Total Watts Allowed Total Proposed Watts Compliance Status Height(Ft) (SF x LPA x 1) (LPD+Display LPD) Conference/meeting/multipurpose 166 0.97 161 Lounge/breakroom General 178 0.59 105 Office Enclosed less than 250 sf 223 0.74 165 Office Enclosed less than 250 sf 100 0.74 74 Office Enclosed less than 250 sf 100 0.74 74 Office Open plan 628 0.61 383 Restroom General 95 0.63 60 Restroom General 50 0.63 32 Restroom General 1 121 0.63 76 Restroom General 50 0.63 32 Proposed Total LPD 1060 Totals 1,161 1,060 COMPLIES Proposed Lighting Power Density Watts or Total Watts Fixture Type Fixture ID Quantity of Wattage Limit Total Linear Watts per Linear Proposed Fixtures(#F) per Fixture Feet(LF) Foot(WpLF) (#F x WpF)or (WpF) (LF x WpLF) Individual Fixtures Horizontal surface-mount lx4 surface mounted LED light fixture 1 30 30 Horizontal surface-mount lx4 surface mounted LED light fixture 1 2 1 30 1 1 1 60 Horizontal surface-mount lx4 surface mounted LED light fixture I 1 1 30 1 1 1 30 Horizontal surface-mount lx4 surface mounted LED light fixture 2 30 60 Troffer 2x4 lay-in LED light fixture 2 40 80 Troffer 2x4 lay-in LED light fixture 2 40 80 Troffer 2x4 lay-in LED light fixture 2 40 80 Troffer 2x4 lay-in LED light fixture 10 40 400 Troffer 2x4 lay-in LED light fixture 4 40 160 Troffer 2x4 lay-in LED light fixture 2 40 80 Proposed Total LPD 1060 Project Title C&C Packaging Tenant Improvement-2018 WSEC Date May 05,2021 Proposed Fixtures Details TENANT SPACES—FIRST BUILD OUT-INTERIOR LIGHTINGAML - - I Fixture Type/Application Fixture ID Location in Documents Lamp Type New or Existing-to-Remain Individual Fixtures Horizontal surface-mount Ix4 surface mounted LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Horizontal surface-mount lx4 surface mounted LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Horizontal surface-mount lx4 surface mounted LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Horizontal surface-mount Ix4 surface mounted LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer 2x4 lay-in LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer 2x4 lay-in LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer 2x4 lay-in LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer 2x4 lay-in LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer 2x4 lay-in LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer 2x4 lay-in LED light fixture A2.2 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: NELSON GATEWAY BUSINESS PARK Nelco Architecture,Inc. CC PACKAGING OFFICE TI 1200F(fthAve. Suite 1300 Seattle,WA 98101 Phone: (206)408-8500 W W W.NELSONWORLDWIDE.COM 19927 67TH AVE NE, BUILDING C A R L I N G TO N , WA APPROVED BY Initials Date DRAWING INDEX PROJECT DIRECTORY BUILDING INFORMATION CLIENT: GAYTEWAY,LLC. SITE ADDRESS: 19927 67TH AVE NE,ARLINGTON,WA to-� yt NC • ` -``" `" DRAWING REVISION ATTN: CHRIS GAYTE PARCEL NUMBER: 31051400200700 _ • 204TH ST NE i4tlr St NE SHEET SHEET ISSUE 845106TH AVE NE,SUITE 102 — I NUMBER SHEET TITLE DATE REVISION ISSUE LEGAL DESCRIPTION SECTION 14 TOWNSHIP 31 RANGE 05 QUARTER NW. NUMBER DATE BELLEVUE,WA 98004 .r '- 3 TEL: 206,240.9739 ZONING: GENERAL INDUSTRIAL AIRPORT PROTECTION DISTRICT- .1",. SUBDISTRICT"C"(GI) EMAIL: CIGAYTE@YAHOO.COM J T ARCHITECT: NELSON W GENERAL ORLDWIDE CONSTRUCTION TYPE: IIIB h AN-0 COVER SHEET 05/05/2021 ATTN: ]ULIA SEEN,ARCHITECT OF RECORD FIRE PROTECTION: FULLY SPRINKLERED AJF j I'_; ± 1200 FIETH AVE,01300 BUILDING TOTAL FLOOR AREA: 66,847 IF 2 }j • `-+y - AN-1 GENERAL NOTES AND ABBREVIATIONS 05/05/2021 SEATTLE,WA 98101 7 I OCCUPANCY TYPE: B(OFFICE)/F-1(WAREHOUSE) AN-3 ACCESSIBILITY DETAILS 05/05/2021 TEL: 925.399.3411 CLIENT: wo" '� - - EMAIL: JSEEN@NELSONW W.COM PROPOSED SUITE AREA: 2,000 IF OFFICE(NEW)(B) �. .4 qr n ARCHITECTURAL TENANT: C&C PACKAGING SERVICES INC. 29,621 IF WAREHOUSE(EXISTING)(S-1) y y ARCHITECTURAL SITE/EGRESS 05/05/2021 ¢ •' A0.1 WAREHOUSE PLAN ATTN: AL CURVA 31,621 SF TOTAL F'� 17105 TYE ST SE r 1 r — A2.1 FLOOR PLAN 05/05/2021 ... 1 MONROE,WA 98272 APPLICABLE CODES A2.2 REFLECTED CEILING PLAN 05/05/2021 TEL: 206.498.1376 A2.3PLANEMAIL: -- 2018 INTERNATIONAL BUILDING CODE(IBC) •'�' � ��Jt - I ' A5.1 INTERIORPOWER/OOELEVATIONS&DETAILS OS/OS/2021 GENERAL CONTRACTOR: PATTISON GENERAL CONTRACTOR 2018 INTERNATIONAL EXISTING BUILDING CODE(IEBC) • �.+ ATTN: ANDYFORTINO GAYTEWAY BUSINESS 2018 INTERNATIONAL FIRE CODE(IFC) L� f A6.1 DOOR SCHEDULE OS/OS/2021 15223 NE 90TH ST,SURE 140 1Pt.•�� I� �.,, -- T REDMOND,WA 98052 2018 UNIFORM PLUMBING CODE(UPC) PARK ' k A6.2 FINISH SCHEDULE OS/OS/2021 >/•'�';'.+•;' �' - TEL 425.497.8222 P.O.BOX 1727 f� 2018 INTERNATIONAL MECHANICAL CODE(IMC) 1 ipl arcel f '- ' AS.1 WALL TYPES OS/OS/2021 EMAIL: ANDYF@PATTISONGC.COM ,ir.k kn I� �� _• "` 2018 INTERNATIONAL FUEL GAS CODIE IFGC) BELLEVUE,WA98009 A8.2 CEILING DETAILS 05/05/2021 STRUCTURAL: ABEL,INC. A10.1 SPECIFICATIONS 05/05/2021 ATTN: ANDY PFLUEGER 2018 NATIONAL ELECTRICAL CODE(NEC) PRwECT. 199TH PL -- ,;� 2215 N 30TH ST,SUITE 300 2018 WASHINGTON STATE AMENDMENTS CC PACKAGING OFFICE TI >w..,' dm TACOMA,WA 98403 • j� 2018 WASHINGTON STATE ENERGY CODE I-�'I TEL: 253.383.2422 19927 EMAIL: APFLUEGER@AHBL.COM 2017 ICGANSI A117.1-ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES NE srNE --- _ r,„ - COVID-19 DRAWING DISCLAIMER Gayteway Business Park,Building C THESE DRAWINGS DO NOT REFLECT THE GUIDELINES SET FORTH BY THE WORLD HEALTH PROJECT DESCRIPTION 19927 67th Ave NE,Arlington,WA r_ ORGANIZATION AND CENTER FOR DISEASE CONTROL OR OTHER GOVERNMENTAL AGENCY TENANT ALTERATION CONSISTING OF:NEW OFFICE SPACE WITHIN EXISTING WAREHOUSE.THE GUIDELINES RELATED TO COVID-19. NEW OFFICE SPACE INCLUDES THE CONSTRUCTION OF FOUR NEW TOILET ROOMS AND A Description: No: Date: BREAKROOM.SCOPE INCLUDES NEW DEMISING WALL TO CREATE TWO SEPARATE SUITES. PERMIT SET 05/05/2021 IMAGE SOURCE:SNOHOMISH COUNTY THESE IMPROVEMENTS ARE THE FIRST IMPROVEMENTS ASSOCIATED WITH THIS PORTION OF PROJECT SITE SHELL. 2 VICINITY MAP SUITE CONTAINS BOTH B&S OCCUPANCIES USED BY A SINGLE TENANT. AN-0 NTS PARKING REQUIREMENTS TOTAL(SF) RATIO STALLS REQ. ADA STALLS REQ. STALLS PROVIDED ADA STALLS PROVIDED OFFICE 2,000 1/250 8 SEPARATE SUBMITTALS LJ LJ �J LJ WAREHOUSE 64,847 1/2,000 33 ELECTRICAL,MECHANICAL,PLUMBING,FIRE ALARM,SPRINKLER,AND RACKING WORK. ----� TOTAL: 41 2 92 4 •• O ffi&Qf:WORh LIGHTING REQUIREMENTS -- -----� 1 SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER \/ ATTACHED WSEC SPREADSHEET PLUMBING FIXTURES -- /1 OCCUPANCY WATER CLOSETS/URINALS LAVATORIES OF RATIO 1 USE LOAD RATIO MALE FEMALE SINGLE RATIO MALE FEMALE SINGLE 1 FOR ANY ENERGY REQUIREMENTS OCCUPANCY OCCUPANCY OCCUPANCY P I EXCEEDING 30 FOR AREA F WORK j SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS PER ATTACHED 1 PER 25 1 PER 40 FIRST THE FIRST 150 OCCUPANT WSEC SPREADSHEET q FIRST 50; 7-1 7-1 LOADS OF 15 80; 7-1 7-1 OCCUPANTS;1 SEAL: _ —'—'—'—'--- OFFICE(B) 13 THEN 1 PER 50 REQ REQ THEN 1 PER 80 REQ REQ ADDITI 500 ONAL FOR EXCEEDING 50 OR LESS CAN NEW DEMISING WALL BETWEEN CONDITIONED/SEMI-CONDITIONED SPACES MEETS WSEC EXCEEDING 80 EACH L _— j BE SERVED OCCUPANTS PRESCRIPTIVE STANDARD,SEE 3/A8.1. WITH ONE WAREHOUSE 30-1 30-1 RESTRCOM 30-1 30-1 SHELL IS A SEMI-HEATED BUILDING AS DEFINED BY THE 2018 WASHINGTON STATE ENERGY CODE. 60 1 PER 100 1 PER 100 20114521 T 5 (S) REQ REQ REQ REQ REGISTERED SUBTOTALS WAREHOUSE SPACE TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8 ARCHITECT BTUH/SF;COOLING IS NOT PROVIDED.OFFICE SPACE TO BE FULLY CONDITIONED. j REQUIRED TOTALS 2 2 2 2 ROOF:CALCULATED RIGID INSULATION VALUE:R-34,CONTINUOUS ABOVE DECK. JULIA SEEN PROVIDED 3 3 3 3 ATE OF WASHINGT I P I: SLAB INSULATION IS EXCLUDED. PI Q _ _ _ _ 7 GAYTEWA BUSINESS P RK, d BUILDING C a J _.— -- ----.--- ---{ EN i i I i — GENERAL INFORMATION AND SITE PLAN CL-L-ililf- [7 Q Proj.No:21.0001410.000 Reviewed By: JS SITE/BUILDING PLAN m AN-0 NTS AN-0 GENERAL NOTES SYMBOLS ABBREVIATIONS NELSOK THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER V ANGLE FLUOR FLUORESCENT PS PAINT SYSTEM ORDINANCES,CODES AND REGULATIONS LISTED IN THE SPECIFICATIONS OR SEPARATE PERMITS,WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE 49. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL A NDO WINDOW SYMBOL CENTER LINE FLN FACTORY MUTUAL PSF POUNDS PER SQUARE FOOT ON THE DRAWINGS,AND REQUIRED BY LOCAL BUILDING AUTHORITIES.THE DESIGN/BUILD IN NATURE,SHALL BE OBTAINED BY THE CONTRACTOR FOR PREPARE A"PUNCHLIST'OF CORRECTIONS AND UNSATISFACTORY AND/OR 0 DIAMETER OR ROUND FOC FACE OF CONCRETE PSI POUNDS PER SQUARE INCH Nelco Architecture,Inc. GOVERNING CODES,RULES AND REGULATIONS ARE COLLECTIVELY REFERRED MECHANICAL,PLUMBING,FIRE SPRINKLERS,ELECTRICAL AND FIRE ALARM. INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. TO AS"THE CODE."THE CONTRACTOR SHALL REPORT ANV INCONSISTENCIES, DESCRIPTIVE,DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS 50. THE CONTRACTOR SHALL MAINTAIN AT THE SITE,ONE RECORD COPY OF ALL # NUMBER OR POUND FOE FACE OF FINISH PT PRESSURE TREATED CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCHITECT FOR INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING DRAWINGS,PERMITS,SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL 1 J PENNY FDIC FURNISHED BY OWNER PTD PAPER TOWEL DISPENSER INTERPRETATION PRIOR TO PERFORMING THE WORK. AUTHORITIES AND By THE OWNER/TENANT/ARCHITECT FOR APPROVAL CHANGES DURING CONSTRUCTION.ACCESS TO THESE SHALL BE PROVIDED FOR COLUMN LINE/GRID LINE A INTERIOR ELEVATION(S) 1 PERPENDICULAR INSTALLED BY CONTRACTOR PTD/R PAPER TOWEL DISPENSER 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO PRIOR TO ANY WORK BEING PERFORMED.SEE SPECIFICATIONS FOR THE USE OF ALL TRADES,CLIENT REPRESENTATIVES AND THE ARCHITECT, IL PLATE FOIO FURNISHED BY OWNER AND RECEPTACLE DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION;WHEN REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM.SUBMIT PLAN DURING ALL PHASES OF CONSTRUCTION. D AX.X B ELEVATION IDENTIFICATION AND HOW DELIVERIES CAN BE MADE,WHAT PHASES AND TYPES OF TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR 51. DURING THE COURSE OF CONSTRUCTION,ACTUAL LOCATIONS SHALL BE INSTALLED BY OWNER PTN PARTITION SHEET WHERE ELEVATION IS 1200 Fifth Ave. CONSTRUCTION MAYBE DONE ON REGULAR OR OVERTIME BASIS,AND IN FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION.ALL WORK INDICATED TO SCALE IN RED INK ON THE OWNERS RECORD DRAWINGS FOR ALL DRAWN AB ANCHOR BOLT FOS FACE SIZE STUD PTR PAPER TOWEL RECEPTACLE Suite 1300 GENERAL ANV SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE SHALL COMPLY WITH CURRENT GOVERNING CODES. RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING CONCEALED WORK AC ACOUSTICAL FS FULL SIZE PVMT PAVEMENT COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR.ALL WORK SHALL WHICH DEVIATES FROM THE DRAWINGS.UPON COMPLETION OF THE PROJECT, DOOR/RELITE NUMBER A/C AIR CONDITIONING FT FEET Seattle,WA 98101 CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT INCLUDING ALL PUNCHLIST ITEMS,THIS INFORMATION SHALL BE NEATLY CORRESPONDS TO ROOM ENTERING ACP ACOUSTICAL CEILING PANEL FTG FOOTING QT QUARRY TILE Phone: (206)408-8500 REGULATIONS ,WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO GOVERNING CODES.NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TRANSFERRED BYTHECONTRACIORTOASETOFDRAMNGS,WHICH SHALL BE 107B TITLEl ROOM IDENTIFICATION ACT ACOUSTICAL TILE FTIC FURNISHED BY TENANT WWW.NELSONWORLDWIDE.COM AN SUBMISSION OF BID, TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING MARKED"AS BUILT SET"AND COPIES SHALL BE PROVIDED TO BOTH THE TITI F)� ADH ADHESIVE INSTALLED BY CONTRACTOR R RISER 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUB- CODES. OWNER D THE ARCHITECT.WITHIN THREE(3)WEEKS(15 BUSINESS DAYS) ROOM NAME CONTRACTORS'RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS,AS WELL 22. THE CONTRACTOR SHALL CREATE AND IMPLEMENT AN EROSION AND OF THE RECEIPT OF THE"AS BUILT SET."APPROVAL FOR FINAL PAYMENT TO TIT E3 AD] ADJACENT FTIO FURNISHED BY TENANT RA RETURN AIR AS ALL FUTURE ADDENDA,BULLETINS,FIELD DIRECTIVES AND CHANGE SEDIMENTATION CONTROL PLANFOR ALL SITE CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL BE GRANTED OR REASONABLE CAUSE SHOWN WHY O KEY NOTE ROOM#F�ROOM NO. AD] ACCESS FLOOR INSTALLED BY OWNER RAD RADIUS ORDERS. ASSOCIATED WITH THE PROJECT. SUCH APPROVAL HAS BEEN DENIED. AFF AT/ABOVE FINISH FLOOR FURR FURRING R&$ ROD&SHELF 4. THE MA STANDARD DOCUMENT"A201"TITLED"GENERAL CONDITIONS OF THE THE PLAN MUST CONFORM TO THE EROSION AND SEDIMENTATION 52. PRIOR TO THE COMPLETION OF THE WORK,THE CONTRACTOR SHALL AH] AUTHORITY HAVING JURISDICTION FUT FUTURE RB RESILIENT BASE CONTRACT FOR CONSTRUCTION"SHALL BE CONSIDERED PART OF THE REQUIREMENTS OF THE 2003 EPA CONSTRUCTION GENERAL PERMIT OR ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF MANUFACTURERS' �g- AL ALUMINUM FUTURE- FUTURE ROUGH IN ONLY RCP REFLECTED CEILING PLAN GENERAL CONDITIONS OF THIS WORK. yyl I rTT PARTITION TYPE �6" FINISHED CEILING HEIGHT ALT ALTERNATE RIO RD ROOF DRAIN LOCAL R STANDARDS AND CODES,WHICHEVER IS MORE STRINGENT. CATALOG,OPERATING INSTRUCTIONS,START-UP CHECK LISTS,MAINTENANCE �J 5. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGEMENT 23. ALL REQUIRED PERMITS MUST TI OBTAINED FROM THE FIRE DEPARTMENT INSTRUCTIONS AND SIMILE DATA,AS WELL E ALL INSIGUARANTEE(S)UEDBY FOR ALL AP ACCESS PANEL RD/O ROOF DRAIN OVERFLOW THE STORAGEAN MATERIALS AND SHALL PROVIDE PROTECTION AS NECESSARY PRIOR TO STARTS CONSTRUCTION. EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED IN THE APC ACOUSTICAL PANEL CEILING GA GAGE REBAR REINFORCING BAR TO PREVENT VANDALISM AND LOSS A MATERIALS BY THEFT E DAMAGE 24. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY CONTRACTOR UNDER THIS CONTRACT,AND SHALL ORIENT AND INSTRUCT REVISION NUMBER _ _ PROPERTY LINE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL OF THE CONTRACTOR,UNO THE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL SUCH E:DX APPROX APPROXIMATE GALV GALVANIZED REF REFERENCE REVISION CONDITIONS AND WILL REPAIR&RENACE DAMAGE OR LOSSES AT THE 25. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION, EQUIPMENT. ARCH ARCHITECTURAL GB GRAB BAR REFR REFRIGERATOR CONTRACTORS EXPENSE WITHOUT CHARGE TO THE OWNER. CLOUD AROUND REVISION ASPH ASPHALT GC GENERAL CONTRACTOR REINF REINFORCED HOISTING ELEVATOR UNLOADING, 53. THECONTRACTORSHALLIMMEDIATELYNOTIFY THEOWNERTNTHEEVENT NEW OR FINISHED CONTOURS 6. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE,THE CONTRACTOR AREA WILL TO THE POINT OF USE,AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, THAT MOLD OR ASBESTOS H UNCOVERED.THE OWNER SHALL RETAIN A TB BD BOARD GL GLASS OR GLAZING REQ'D REQUIRED BE OCCUPIED DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL: CHECKING AND STORAGE OF THE SAME IN CONNECTION WITH THIS QUALIFIED CONSULTANT WHO SHALL ARRANGE FOR THE PROMPT GLB GLU-LAM BEAM REV REVISION A. CONFORM TO I OWNERS AND TENANT REQUIREMENTS FOR HOURS OF BETW BETWEEN GND GROUND RH RIGHT HAND OR ROBE HOOK CONTRACT. IDENTIFICATION,TESTING,TREATMENT,REMEDIATION AND STORAGE OF THE MATCH LINE CONSTRUCTION OPERATIONS,ACCESS TO TENANT SPACES AND 26. OF THE INEVITABLE WASTE THAT IS GENERATED,AS MANY OF THE WASTE MOLD OR ASBESTOS AS REQUIRED BY LAW AND GOOD CONSTRUCf10N EXISTING CONTOURS BLK BLOCK ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS - SHADED PORTION IS THE SIDE 71 BUD BUILDING GR GRADE RESIL RESILIENT MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED,SALVAGED,OR PRACTICES.THE ARCHITECT SHALL BEAR NO RESPONSIBILTV FOR WORK B. CONSTRUCTION OPERATIONS SHALL NOT BLOCK HALLWAYS ACCESSIB CONSIDERED GWB GYPSUM WALL BOARD RM ROOM ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING. RECYCLED.WASTE DISPOSAL A LANDFILLS SHALL LS MINIMIZED. RELATED TO THESE MATERIALS. BM BEAM CONTRACTOR SHALL COORDINATE WASTE MATERIALS HANDLING AND RO ROUGH OPENING C. CONSTRUMON OPERATIONS SHALL NOT CAUSE INTERRUPTIONS OF 59. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN TESTED FOR ,VyO BRG BEARING HB HOSE BIB RT RESILIENT TILE ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT SEPARATION FOR ALL TRADES.CONTRACTOR SHALL PROVIDE SEPARATION, LEAD PAINT OR OTHER POTENTIALLY HA7ARDOUS MATERIALS.THE WORK POINT,CONTROL POINT 41- BOT BOTTOM HANDLING,TRANSPORTATION,RECYCLING,SALVAGE,AND IANDFILLING FOR t' TOP OF WALL HC HOLLOW CORE OR HANDICAP RUB RUBBER PRIOR NOTIFICATION AND APPROVALS.PROPERLY PROTECT ALL CONTRACTOR SHALL USE ALL APPROPRIATE PRECAUTIONS IN THE CARRYING OR DATUM POINT BSMT BASEMENT ALL DEMOLITION AND WASTE MATERIALS.RECYCLABLE MATERIALS CAN BE FOR HEADER RW RAIN WATER FLOORS,MAIL CHUFFS AND STAIR DOORS G PUBLIC AREAS SUBJECT OUT OF ALL CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH BUR BUILT UP ROOF TO ALL OPENINGS BETWEEN CONSTRUCTION MATS AREAS AN ALL PUALLED COMMINGLED TNANSFER S rATIOSITEAS SEPARAONG ASTION PROVISION CMADE FOR MATERIALS. HOWE HARDWOOD RWL RAIN WATER LEADER AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC HAULING STATION ATIONMUS STATION WHERE SEPARATION WILL OCCUR. 0 HDWE HARDWARE TRANSFER STATION MUST PROVIDE DOCUMENTATION REPORT TYPES N 55. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY 16 SPACES.ALL ACTIVE AREAS SHALL BE KEPT CLEAN AND FREE FROM MATERIALS SEPARATED BY LOAD AND PERCENTAGE OF EACH LOAD.FINAL INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES HAVING 1492 EQUIPMENT NUMBER .�G TOP OF CURB HM HOLLOW METAL S SOUTH DEBRIS. CAB CABINET SC SOLID CORE DESTINATION OF SORTED MATERIALS MUST ALSO BE REPORTED. JURISDICTION AND COMPLYING WITH STATUTORY REQUIREMENTS FOR HRRIZ HORIZONTAL D. ERECT AND MAINTAIN TEMPORARY BRACING,LIGHTS,RUSTPROOF DISABILITY AND WORKMEN'S COMPENSATION. CB CATCH BASIN HR HOUR $CD SEAT COVER DISPENSER PARTITIONS,BARRICADES,FENCES AND WARNING SIGNS AS SECTION CBU CEMENTITIOUS BACKER UNIT DIVERSION GOALS:A MINIMUM 75%OF TOTAL PROJECT WASTE SHALL BE HT HEIGHT TO OTHER TEN TITS,THE PUBLIC,AND PREVENT AND INCONVENIENCE !?::,.BUILDING SCHD SCHEDULE DIVERTED FROM LANDFILL.THE FOLLOWING WASTE CATEGORIES,ATA CENT CEMENT HTG HEATINGTO ACENT TENANTS,THE PUBLIC,AND TO PREVENT DAMAGE TO MINIMUM,SHALL BE DIVERTED FROM LANDFILL SECTION IDENTIFICATION SA TOP OF PAVEMENT CER CERAMIC SD SOAP DISPENSER ADJACENT CONSTRUCTION WHICH IS TO BE LEFT IN PLACE. Q HVAC HEATING/VENTILATION/ SECT SECTION E. CONTRACTOR SHALL FOLLOW THE RECOMMENDED CONTROL a. CLEAN DIMENSIONED WOOD,PALLET WOOD SHEET WHERE SECTION IS DRAWN ' CFM CUBIC FEET PER MINUTE AIR CONDITIONING MEASURES OFTHE SHEET METAL AND AIR CONDITIONING NATIONAL b. PLYWOOD,OSB,AND PARTICLEBOARD CFT CONDUCTIVE FLOOR TILE SF SQUARE FEET CONTRACTORS ASSOCIATION(SMACNA)IAQ GUIDELINES FOR CONCRETE CG CORNER GUARD HWH HOT WATER HEATER $HTG SHEATHING CLIENT: OCCUPIED BUILDINGS UNDER CONSTRUCTION,2ND EDITION 2007, G. CARDBOARD,PAPER,PACKAGING CHBD CHALK BOARD SIM SIMILAR CI CAST IRON IBC INTERNATIONAL BUILDING CODE ANSI/SMACNA 008-2008(CHAPTER 3).?PROTECT STORED ON-SITE e. METALS SNK SINK AND INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE. I. GYPSUM DRYWALL(UNPAINTED) PROJECT ID INSIDE DIAMETER/ SLR SEALER NORTH UT CONTROL JOINT STUD SANITARY NAPKIN F. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING g. ACOUSTIC TILE DETAIL SECTION DIMENSION CONSTRUCTION,FILTRATION MEDIA WITH A MINIMUM EFFICIENCY h. PAINT N CLF CHAIN LINK FENCE IEC INTERNATIONAL ELECTRIC 1 1 CODE COUNCIL DISPENSER REPORTING VALUE(MERV)OF 8 MUST BE USED AT EACH RETURN AIR G1A55 SECTION IDENTIFICATION PROJECT NORTH CLG CEILING / 1 AX.X STIR SANITARY NAPKIN GRILLE. I. PLASTICS U CONSTRUCTION JOINT IEC INTERNATIONAL FIRE CODE 7. ALL aTTING,CHASING,DRILLING OR DEMOLITION OF WALLS,SLABS,ETC. k. CARPET AND PAD SHEET WHERE SECTION IS DRAWN CLK CAULKING RECEPTACLE REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER CLO CLOSET IG IN GLAZING I. BEVERAGE CONTAINERS SPEC SPECIFICATION CLR CLEAR IHM INSULATED HOLLOW METAL TOOLS SHALL IS PERFORMED AFTER REGULAR BUSINESS HOURS ON AN SQ SQUARE 27. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS,MAINTAIN AND PAY IN INCH OVERTIME BASIS IF NECESSARY,UNLESS THE BUILDING MANAGEMENT AND 9'-p' DENOTES CHANGE IN SST STAINLESS STEEL ANY AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING ALL COSTS FOR TEMPORARY WATER,PLUMBING,POWER,LIGHTING, CUR CONCRETE MASONRY UNIT INCL INCLUDE HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK. ELEVATION CNTR COUNTER $$K SERVICE SINK GAYTEWAY BUSINESS OTHERWISE. T-0" INSUL INSULP.T[ON ST STATION ONE TILE 8. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILFTV FOR 28. DIMENSIONS ARE TO FACE OF STUD,CONCRETE,OR MASONRY LION. C CLEANOUT INT INTERIOR JOB SUE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS DO NOT SCALE THESE DRAWINGS;WRITTEN DIMENSIONS SHALL GOVERN. DETAIL OR ENLARGED PLAN coOL COLUMN STA STATION PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED, X CONIC CONCRETE IPC INTERNATIONAL PLUMBING CODE STC SOUND TRANSMISSION PARK CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT. DETAIL IDENTIFICATION REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO AX.X CONSTR CONSTRUCTION CLASS P.O.BOX 1727 NORMAL WORKING HOURS.THE CONTRACTOR SHALL PROVIDE PUBLIC 29. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS S AND SHEET WHERE DETAIL IS DRAWN PT JAN JANITOR STD STANDARD PROTECTION,AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES ELEVATIONS. FINISH SYMBOL CONT CONTINUOUS ]T JOINT BELLEVUE,WA 98009 30. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' 2 CORR CORRIDOR STL STEEL HAVING JURISDICTION,UNTIL VENT ACCEPTANCE OF THE PREMISES. RECOMMENDATIONS.ANY DIFFICULTIES ARE TO BE REPORTED TO THE CPT CARPET STOR STORAGE 9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION KIT KITCHEN PROJECT: ARCHITECT IMMEDIATELY. CT CERAMIC TILE STRL STRUCTURAL AND MAINTENANCE OF ALL BRACING,SHORING,ENCLOSURES,BARRIERS OR KO KNOCK OUT SCAFFOLDING REQUIRED TO PROVIDE A MEE WORKING ENVIRONMENT AS 31. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL WARRANTEE ALL CTR CENTER SUSP SUSPENDED CC PACKAGING OFFICE TI DICTATED BY SITE CONDITIONS AND THE PROGRESS OF WORK. WORK PERFORMED BY HIM DIRECTLY FOR A MINIMUM PERIOD OF ONE(1) CY CUBIC YARD KS KNEE SPACE SV SHEET VINYL 10. DURING THE ENTIRE CONSTRUCTION PERIOD,ALL EXITS,EXIT LIGHTING, YEAR AS SPECIFIED IN THE CONSTRUCTION CONTRACT.ALL DEFECTS SYM SYMMETRICAL FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY OCCURRING IN THE GUARANTEED PERIOD SHALL BE CORRECTED AT NO LAM LAMINATE MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER ADDITIONAL COST. DBL DOUBLE LAV LAVATORY T TREAD 32. THE CLIENT,ARCHITECT,CONSULTANTS AND ALL INSPECTORS FROM DEPT DEPARTMENT GOVERNING ENTITY REQUIREMENTS.LINO,ALL EXISTING,SERVICES AND LB LAG BOLT TB TOWEL BAR DEVICES SHALL REMAIN ACTIVE. PERTINENT AGENCIES SHALL BE PERMUTED ACCESS TO THE JOB SITE AT ALL OF DRINKING FOUNTAIN(W/O COOLER) LF LINEAL FOOT T&B TOP&BOTTOM 11. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE THECIMES OTRACTORSHURING NO AL PROVIDE IDEALLLANG DIA DIAMETER LG LENGTH TG TEMPERED GLASS Gayteway Business Park,Building C 33. THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,AND DIAG DIAGONAL BUILDING OWNER.INCLUDING,BUTTS NOT LIMITED,D WINDOWS,FLOOR EQUIPMENT NECESSARY TO EXECUTE ALL WORK,EXCEPT WHERE NOTED AS LH LEFT HAND THK THICK 19927 67th Ave NE,Arlington,WA AND CEILING FINISHES,PUBLIC TOILETS,ELEVATORS,DOORS&BUCKS, NOT IN CONTRACT(N.LC.). DIM DIMENSION LINO LINOLEUM TIG TEMPERED INSULATED ELECTRICAL AND AIR-CONDITIONING EQUIPMENT.THE CONTRACTOR SHALL 34. MINOR DETAILS NOT SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER DISP DISPENSER LKR LOCKER GLAZING Description: No: Date: PROTECT ADJOINING PROPERTY.DAMAGE CAUSED BY THE CONTRACTOR'S CONSTRUCTION OF ANY PART OF THE WORK,SHALL BE INCLUDED AS IF THEY ON DOWN WORK OR WORKMEN MUST BE MADE GOOD,IN ATIMELY FASHION. WERE INDICATED IN THE DRAWINGS,UNLESS OTHERWISE AGREED UPON. DR DOOR OR DRAIN LT LIGHT TO TOP OF PERMIT SET OS/OS/2021 PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT TOC TOP OF CONCRETE WHERE THE CONTRACT,CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY DTL DETAIL THEONSILE THE CON TMCTOR.THECONTRACTOR SHALL BE CFULLY MACH MACHINE TOP TOP OF PAVEMENT RESPONSIBLE FOR ALL SUB-CONTRACTORS.IF THE CONTRACTOR FAILS TO WORK OFA CODE,ORE S MY NGENT NATURE OTHER NNGJ REQUIRED OVERY THE DWR DRAWER BUILDING CODE,OR ANY OTHER ENTITY HAVING JURISDICTION ALL BE E MAIL MATERIAL TO$ TOP OF STEEL COMPLETE THE REPAIRS T A TIMELY FASHION,SAID REPAIRS WILL BE MADE WORK,THE WORK OF THE MORE STRINGENT NATURE CALLED SHALL BE DS DOWNSPOUT MAX MAXIMUM TOW TOP OF SLAB BY CONTRACTOR SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK FURNISHED IN ALL CASES. DW DISHWASHER MECH MECHANICAL TOW TOP OF WALL CHARGED ACCORDINGLY. 35. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH DWG DRAWING 12. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD, MATERIALS WHICH YIELD THE HIGHEST PERCENT OF PRE-CONSUMER(POST- MEZZ MEZZANINE TPD TOILET PAPER DISPENSER THE TENANT,AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS MFR MANUFACTURER TPH TOILET PAPER HOLDER FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON,FIRM OR INDIVIDUAL SHALL INDUSTRIAL)AND ESEPOS MATERIALS RECYCLED CONTENT.THE CONTRACTOR E EAST MH MANHOLE TPTN TOILET PARTITION OR FOR PERSONAL INJURIES(INCLUDING DEATH)ARISING OUT OF,OR SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF THE BUDGET AND SHALL NOT PURCHASE ANY COST-ADDING MATERIAL OR PAY A PREMIUM EA EACH MIN MINIMUM TS TUBULAR STEEL SUFFERED WHILE ENGAGED IN,OR CAUSED,IN WHOLE OR IN PART,BV THE (MORE THAN FAIR MARKET VALUE)WITHOUT PROJECT MANAGER AND OWNER EB EXPANSION BOLT MIR MIRROR TV TELEVISION EXECUTION OF THE WORK;THE CONTRACTOR SHALL WELL AND TRULY ACKNOWLEDGEMENT AND APPROVAL. El EXPANSION JOINT MISC MISCELLANEOUS TYP TYPICAL DEFEND THE LANDLORD,TENANT AND ARCHITECT AND SHALL PAY ALL EL ELEVATION 36. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH MONIES AWARDED FOR SUCH DAMAGES OR INJURIES(INCLUDING DEATH),ALL MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS F THEURN PROJECT ELECTRIC MUD MOLDING COSTS INCLUDING ATTORNEYS FEES SUSTAINED,AND SHALL OBTAIN A FULL MATERIALS MOISTURE RESISTANT GWB UL UNDERWRITERS LABORATORY SITE WHERE AVAILABLE,WITHIN BUDGET,WITHIN FAIR MARKET VALUE AND ELEV ELEVATOR ACQUAINTANCE AND UCHLSEINITY RES FT SOLELYLFRD,TENANT AND MITI) MOUNTED UNF UNFINISHED 00 NOT PRESENT RISK TO THE PROJECT SCHEDULE. EM ENTRY MAT OF ARCHITECT,I UNLESS SUCH,A RESULTS SOLELY FROM THE NEGLIGENCE MTL METAL URN UNLESS OTHERWISE NOTED OF THE LANDLORD,TENANT,EHELDARCHITECT,US AGENTS OR EMPLOYEES. 37. FOR ALL NEW WOOD PRODUCTS D WOOD BUT NOT LIMITED TO PARTICLE ENTER EMERGENCY MULL MULLION UR URINAL 13. THE WORK,ARCHITNO SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF BOARD,MDF,PLYWOOD,05B AND WOOD DOORS,THE CONTRACTOR SHALL ENCL ENCLOSURE OR ENCLOSED ANY WORK,NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN FURNISH MATERIALS THAT CONTAIN E I ADDED F THE DESIGN.MINOYDE.R EP ELECTRICAL PANEL BY THE CONTRACTOR OR ANY SUB-CONTRACTORS,NOR SHALL THE ARCHITECT 38. DR AILS ARE IONSINTENDED TO SHOW THE INTENT OFCONDITIONS. MINOR N NORTH VAR VARIES GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. MODIFICATIONS MAY BE IOREQUIRED E I SITU FIELD CONDITIONS. EWC ELECTRIC WATER COOLER NIC NOT IN CONTRACT VET VINYL COMPOSITION TILE 14. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB SITE REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. EPX EPDXY NO/# NUMBER VERT VERTICAL DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT FINISHED WORK 39. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS EQ EQUAL NOM IN VEST VESTIBULE FROM DAMAGE.IMMEDIATELY PRIOR TO TENANT OCCUPANCY,THE AND TRADESPERSONS SKILLED IN THEIR RESPECTIVE TRADES AND IN EQUIP EQUIPMENT NITS NOT TO SCALE VIN VINYL CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA ACCORDANCE WITH THE BEST TRADE PRACTICES. EST ESTIMATE INCLUDING,BUT NOT LIMITED TO,WET WIPING OF FURNITURE,AND 40. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES EX EXPANSION OA OVERALL VWC VINYL WALL COVERING CASEWORK,WASHING AND WAXING OF VR FLOORING AND THE VACUUMING FOR ALL SPECIFIED MATERIALS&EQUIPMENT REQUIRED TO PERFORM THE EXIST EXISTING OC ON CENTER W WEST OF CARPET.ALL CLEANING SHALL BE IN ACCORDANCE WITH WORK UPON RECEIPT OF THE CONTRACT DOCUMENTS.SHOULD THE EXT EXTERIOR OD OUTSIDE DIAMETER/ MANUFACTURERS'RECOMMENDATIONS AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE ON-TIME DIMENSION W/ WITH 15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL COMPLETIONOFTHEPROJECTHECONTMROR SHALLNOTIFYTHE OFF OFFICE W/O WITHOUT ARCHITECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO FA FIRE ALARM OH OVERHEAD MAY BE AND SHALL PERFORM SUCH MISCELLANEOUS WORK EXPECTED BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY TS NOT ACCEPTABLE. FBO FURNISHED BY OTHERS WC WATER CLOSET SEAL: MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK.IT TS WORKW OPH OPPOSITE HAND WD WOOD THAT THE CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH 41. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY THE FCIC FURNISHED BY CONTRACTOR WF WIDE FLANGE THAT OF ALL OTHER MOORS RETAINED BY THE CLIENT TO ASSURE THAT ARCHET .WHERE THE TERM"OR EQUAL"IS USED THE ARCHITECT SHALL INSTALLED BY CONTRACTOR OPNG OPENING ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY. BE THE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION FM FACTORY OPP OPPOSITE WG WIRE GLASS 16. BIDDERS,BEFORE SUBMITTING PROPOSALS,SHALL VISIT AND CAREFULLY FURNISHED BY THE CONTRACTOR.SUBSTITUTIONS MUST BE ACCEPTED IN WHSE WAREHOUSE EXAMINE THE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES FD FLOOR DRAIN PERP PERPENDICULAR WRITING BEFORE THEY MAY BE USED. WP WATER PROOF 92. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY THE FDN FOUNDATION PFN PREFINISHED WR WATER RESISTANT 20114521 WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL AFFECT REGISTERED THE EXECUTION OF THE WORK.SUBMISSION OF A PROPOSAL WILL BE ARCHITECT,FOR ALL MATERIALS AND EQUIPMENT SPECIFIED.IF THE FE FIRE EXTINGUISHER PL PLATE OR PROPERTY LINE WSCT WAINSCOT ARCHITECT CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, CONTRACTOR,THE OWNER,OR THE OWNERS REPRESENTATIVE SUBSTITUTES FEC FIRE EXTINGUISHER CABINET PLAM PLASTIC LAMINATE WT WEIGHT AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, A MATERIAL,METHOD OF ATTACHMENT,REVISES A CONSTRUCTION DETAIL, FF FACTORY FINISH PLYWD PLYWOOD EQUIPMENT,OR MATERIALS,REQUIRED BECAUSE OF DIFFICULTIES OR IN ANY WAY ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO FIN FINISH PNL PANEL XFMR TRANSFORMER ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH THESE DOCUMENTS,WITHOUT THE WRITTEN ACCEPTANCE OF THE FL FLOOR PINT PAINT YD YARD JULIA SEEN AN EXAMINATION BEEN MADE.THE GENERAL CONTRACTOR SHALL VERIFY ALL ARCHITECT,SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY HUG FLASHING PIN PAIR ATE OF WASHINGT CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL RESPONSIBILITY OR LIABILITY INCLUDING,BUT NOT LIMITED TO,AESTHETIC DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE ARCHITECT PRIOR CONSEQUENCES,SUBSEQUENT FAILURE(5)AND PERSONAL OR PROPERTY TO FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION. DAMAGE ATTRIBUTABLE TO THIS CHANGE. 17. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, 43. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY EXCLUSIONS,OR MODIFICATIONS TO THE PROJECT DURING THE BID OF WHICH THE REM IS A COMPONENT. SELECTIONS PERIOD.ANY AND ALL LIMITATIONS,EXCLUSIONS,OR 44. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR CITYSTAMP: MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE INADEQUATE MAY BE RETURNED WITHOLU ACTION.COSTS INCURRED FOR PRESUMED"INCLUDED",IN WHICH CASE NO ADDITIONAL MONIES WILL BE THE RESULTANT DELAYS WILL SE THE RESPONSIBILITY OF THE ALLOCATED FOR THLS WORK. CONTRACTOR. 18. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING 45. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF DRAWINGS.ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE NEITHER THE OWNER NOR THE ARCHITECTS ARE RESPONSIBLE FOR ACCURACY REQUIREMENTS OF THESE CONTRACT DOCUMENTS,UNLESS THE ARCHITECT OF EXISTING INFORMATION.EXISTING CONSTRUCTION CONDITIONS IN AREAS IS NOTIFIED AND SPECIFICALLY APPROVES OF,THE DEVIATIONS AT THE WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. TIME OF SUBMISSION. 19. WITHIN ONE(1)WEEK(S BUSINESS DAYS),OF THE AWARD OF THIS 46. RENEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S CONTRACT,PRIOR TO MOBILIZATION FOR ANY WORK,THE CONTRACTOR OBLIGATION FOR COORDINATION NOR WANE RESPONSIBILITY FOR ERRORS SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY AND OMISSIONS IN THE SUBMITTALS,INCLUDING"FIELD MEASURE." THE PHASES OF THE WORK,AND ALL RELATED WORK FOR THE COMPLETION OF 47. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, p� lX THE PROJECT.THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE CONTRACTOR, GENERAL NOTES LENGTH OF TIME FOR EACH PHASE,ITS START AND COMPLETION,WITH A ARCHITECT OR OWNER,SHALL BE DOCUMENTED BY THE ARCHITECT AND PROJECTED COMPLETION DATE. APPROVED,PRIOR TO EXECUTION. 20. CONTRACTOR AND SUBCONTRACTORS SHALL ATTEND JOB MEETINGS 48, THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB SITE ABBREVIATIONS REQUIRED BY THIS CONTRACT. DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK.THE 21. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL SUE DEVELOPMENT CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT,IN WORK,PAY ALL FEES FOR PERMITS AND CHECK ALL GOVERNING WRITING,ALL SPECIFIC ITEMS FOR WHICH ARCHITECTS REVIEW IS REQUIRED AUTHORITIES'SPECIFICATIONS FOR BUT NOT LIMITED TO,GUTTERS, SIDEWALKS,POLES,AND OTHER STRUCTURES,INCLUDING THE REMOVAL OR Pmj.No:21.0001410.000 Reviewed By: JS RELOCATION OF EXISTING UTILITIES OR OTHER PHYSICAL OBJECTS SHOWN ON PLANS OR NOTED OTHERWISE. AN-1 302/303 FLOOR SURFACES&CHANGES IN LEVEL 404 DOORS continued 502/503 PARKING AND PASSENGER LOADING ZONES continued 604 WATER CLOSETS&TOILET COMPARTMENTS Continued 609 GRAB BARS Continued 703 SIGNAGE Continued NELSOK GLLVPN¢ap n0umrrvG ELiS ANSUICC Al l].1 604.5-GRAB BARS(REFERENCE DETAILS) OVERHEAD SIGNS ANSI/ICC All].1 303-CHANGES IN LEVEL(REFERENCE DETAIL) ANSI/IOC All].1404.2.6-DOOR HARDWARE A.For water closets not located In toilet stalls,the following grab bars shall be provided,33"- ANSI/ICC A117 1609.8-STRUCTURAL STRENGTH A.Changes in level up to 1/4"may be vertical and without edge treatment A.Handles,pulls,latches,Irks,and other operating devices shall have a shape that;s eery 1'-0" 1'-0" 36"above the finish floor: A.Grab bars and mounting devices Shall meet the following requirements: A CHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO B.Changes in level between 1/4"and 1/2"shall be beveled with a slope nogreate,than 1:2. to gasp with one hand and does not require tight gresping,tight pinching,or twisting of \ 1.Side wall hgrizonml:42"in length minimum,l2"max hom rear wall,extending 54" 109.8 Allowable stresses Shall not be exceedad for materials used where a verthal or THEW ING DISTANCE FROM WHICH THEY ARE TO BE READ. the wrist m operam. = min.hom rear wall horizontal force of 250 lbs.is applied at any point on the grab bar,fastener outing 1.FOR SIGNS HIGHER THAN 70'A.F.F.,CHARACTER SIZE SHALL BE 2"MINIMUM PLUS \ 1.Lever-opembad mechanisms,push-type mechanisms,and U-Shaped handles are 2.Side wall vertical:1B"in length min mum,bottom of bar located 39'min/91"max. tlevice,or supporting structure. �"PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET. Neleo Architecture,Inc. £ 2 acceptable designs. above the Floor,cented;ne 39"min/41"max from rear wall 1.Shear stress induced by application of 250 RE,shall be less than allowable shear 1.THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER"I". 2.When sliding doors are wily open,operating hardware shall be exposed and usable - msnneiip - ;,Back wall:36"in length minimum,extend from cenedine of water closet 12"min.on stress for material used.If connection between grab bar and mountlng bracket is 2.LOWER CASE LETTERS ARE PERMITTED. aI from both sides. - - - considered to be fully restrained,then direct and torsional shear stresses shall be totaled REQUIRE sitle closest m the wall.29"min.on transfer side. ANSI/ICC Alse,l characters shall RAISED CHARACTERS,BRAILLE,&shall be du RgMS 3.Hardware required for a«essible door passage shall be mounted between 39"and for the combined shear stress,which shall not exceed the allowable shear stress. U 48"above finished Floor. O o 2.Shear force induced in a fastener or mounting device from application of 250 It. A.Raised characters shall comply with section 703.3 and shall be duplicated In braille ANSUICC lush c mmi,-FLUSH CONTROLS In wkh wdign]03.4. oeaa £ £ A.Rush controls shall be hand operated or automatic,and located on the open side of the anon Mass man re,wh ch Meal the of it enar the fastener or mounting device or me comp r v g 1200 Fifth Ave. ANSI ICC A11J.1302.2-CARPET ANSI/ICC Door closers sers all-DOOR CLOSERS f O�p Marvur.a £O(p water doset.Hand operated Flush conbrols shall comply th Section 309. supporting atrocwre,whichever is the smaller allowable load. B.Letter and numerals shall be raised 1/32",upper case,sans serif and shall be Suite 1300 / kN kN .1.v per py wi b d Braille. A.Door closers shall be adjusted an that from an men position of 90 degrees,the time - ow.5r@L pn - 3.Tensile force induced in a fastener a direct tension farce of 250 It.plus the accompaniedy gra e A.Carpet provided on a floor surface shall be surely attached;have a fan pad or backing, ) f 1 g 4 Q Posr cal ran 4 Q awl uv p required to move the door to an open position of 12 degrees shall be 5 seconds minimum. oe x maximum moment from the application of 250It.shall be less than the 1.Raised character height:e"minimum m 3"plus a"per foot of viewing distance Seattle,WA 98101 no a and have il level loop,shall textured loop,level cut pile,or level ct shall t pile O O ANSI/ICC Toile p per di-DISPENSERS(REFERENCE DETAIL) allowable withdrawal load between the fastener and the supporting structure. above 21 feet Phone: (206)408-8500 tofloc Maximum pile thickness shall be 1/2".Exposed edges of carpet shall be fastened ANSI/ICC A11J.1909.2.].2-SPRING HINGES - sn EST Iry mrvc - � M Erv[ A.Toilet paper dispensers shall comply with Section 309.4 and 609.3.Where the dispenser is 609.6 Gob bars shall not rotate within their fittings. 2.Braille shall be contracted(grade 2);shall be located below title corresponding to floor Surfaces and haw:trim along the exposed adges. `I _III o located above the grab bar,the outlet of the dispenser shall be located 24"min-36"max W W W.NELSONWORLDWIDE.COM A.Door Shang hinges shall os adjusted We that from the open position of 70 degrees,the ::I I - I.-_� text. door shall move m Me dosed position in 1.5 seconds minimum. from the rear wall.Where the dispensers located below the grab bar,the outlet of the ANSI/ICC AI17.1 609.5-ELIMINATING HAZARDS 3.Pictograms shall be accompanied by the equivalent verbal description placed ANSI/ICC A11J.1302.3-GRATINGS t I' INSDELLSISNA- dispenser shall be located 24"mini max from the rear wall.The outlet of the dispenser A.Grab bars and adjacent wall Surfaces shall be free of sharp abrasive Surfaces.Ed tlireed below the ct A.If gratings are located;n walking Surfaces or along accessible routes,than they shall have _ t:, t:, v shall com th Table 603.6. jacen p or a Edges y pi ogram. spaces no greater than 1/2"wide in one direction. ANSI/ICC A117.140928 and IBC with WA STATE AMENDMENTS-DOOR OPENING FORCE .:I Eery pci:EmEE PpxKINGvnrT. •:I P Y w shall be rounded. 1.The border dimension of the pictogram shall be 6" in.in height. A.The maximum force for pushing Ilia doom shall be as follows: u- u m wxGmslulixn rAnTE 1.Dispensers that control delivery,or do net permit continuous paper flow,shall not B.If gratings elongated openings,then th hall be laced so that the Ion dimension pus g or pulling open nNLGn'vPN M.¢9'mE• gra g gmay s p 9 1.Fire doors shall have the minimum opening force allowable by the appropriate o exmw.Rou"b"ALLpr �cep' 54"MIN ANSI/IOC Cham Is an theirFINISHback AND CONTRAST is perpendicular mthe dominant direction of travel. adminatrative authority. call Deal amG WHEN roslazs. A.Charadersantl their ith eithe shallr light charecwnglare finish.arkbackgrou background, contras[ 1.Other doors r�8 � ANSI/ICC heels air accessible -WHEELCHAIR ACCESSIBLE COMPARTMENTS 39"-41" with their background,with either light characters on a dark background,or dark 305 CLEAR FLOOR SPACE a.Exterior hinged,sliding or folding door:10.o It.max. Handrail to-,it Handrallhexlerdhortronell A.compartments accessible compartments shall comply with Section 6asap9.TONet characters on a light background. b.interior hinged doors:5.0 lb.max. y compartments shall comply with Section 604.921 or 604.9.2.2 as applicable. 31"MIN. mnzomalN atop exlmdon a[tapaM bottom ex[erSan 12"MAX 42"MIN ANSI/ICC A117.1 305.2-SIZE AND APPROACH c.interior sliding or folding doors.5.0 It.max. BAP m ail he provide edge _£ ANSI/ICC A117.1 703.3.10&703.3.11-MOUNTING LOCATION AND HEIGHT(REFERENCE DETAIL) A.Minimum clear Floor space for a wheelchair and occupant shall be 30"wide x 48"long. These forces do not apply to the farce required to retract latch bolls a disengage other potecton 36"MAX 36"MAX 2" 24" A.Characters and their background shall have a Wanglare finish.Characters shall contrast Clear floor space shall be centered on the element it serves. devices that may hold the door;n a dosed position. If venal rbe is greater than 6" 24"MIN aaa with their background,with either light characters on a dark background,or dark Exception:Interior or ex Hal autoatic doors complying with Section 404.3 of ICC Ha to extend With tope st het bdh rs on a light bad ground. m ail to provide edge z O characte A117.1. mPm ex[alslon protection f - - B.Where a tactile sign;s mounted next to a door,it shall be placed to the latch side of the door wherever possible.Where a tactile sign is placed adjacent a double door,the sign 307 PROTRUDING OBJECTS (REFERENM DUALS) 'm',h ry f snail be to the right hand door.If there is no wall space to the right,signs shall be placed 406 CURB RAMPS (1)TREAD DEPrH 1'-0' £ £ -• on the nearest adjacent wall.Exception:Door mounted sgns shall be permitted on the ANSI/ICC All].1 307-GENERAL "Ph / push side on the doors with tlwers and without hold open devices. • m m e � 1'-0" 1'-0" _ _ I].1 -SLOPE(REFERENCE z A.Objects above t from walls(for example,telephones)e with their tootling edges between ANSI/ICC to f curb S 0 ( C DETAIL) C.Raised characters shall be 48"minimum above the Floor,measured m the baseline of the 27"-80"above the finished floor shall protrude no more than to into walks,halls, A.Slopes m curb ramps shall comply with ad £ £ Side Wall Grab Bar for Coate Closet Aear Wall Gab Bar for Wam[bsd lowest raised character and 60"maximum above the floor,measured m Me baseline of corridors,passageways,or aisles.Freestanding objects mounted on posts or pylons may B.Maximum slopes of adjoining gutters,road surface Immediately adjacent to the curb amp, the highest raised character. m fi" overhang 12'maximum from 2]"-80'above the ground or finished Floor.Protruding or accessible route shall not exceed 1:20. / D.Mounting location for such signage shall be so that a person may approach within 3"of objectr shall not reduce the clear width of an accessible route or maneuvering space. signage without encountering protruding objects or standing within the swing of a door. ANSI/ICC A117.1406.4-WIDTH(REFERENCE DETAIL) 4'MIN 4"MIN A.The minimum width of a curb ram shall be 36",exclusive of Flared sides. Handrail at Smlr HaMrail at Ramp e p s a 1 1/2" I L/4"to 2" 42"MAX 42"MAX 15"MAX IBC with WA STATE AMENDMENTS Symbol of-INTERNATIONAL s required, SYMBOL OF ACCESSIBILITY A.Where the I i tematlonal Symbol of Accesslblllly Is required,it shall be proportioned 4"MAX. C EAR WID ANY AMOUNT ANSI/IOC f.Dun.m-SIDES OF CURB RAMPS(REFERENCE DETAIL) HAND SLIDE complying with ANSI/ICC A117.1 Figure 703.6.3.1.All Interior and ex[eaor signs depicting LOBBY- Protnatlim Dispenser Protruding Dispenser RecesmO Discenser 24.500E BAR A.If a curb ramp a located where pedestrians must walk across Me ramp ar where a is not Below Gob Be, Above Gob Bar the International Symbol of Accessibility shall be white on a blue background. r protected by handrails or guartlrails,it shall have flared sides;the maximum slope of Me flare shall be 1:to 606-URINALS 36"MIN. 602 DRINKING FOUNTAINS HaedrallSican ANSI/ICC A117.1605-URINALS 3"MAX. 1 1/2"M L � Adjdniy Slope Shall ANSI/ICC A117.1602.1-GENERAL A.Accessible urinals shall comply with Section 605. JD _I` III x �NN Eypregl;2g If x Is lis Gan W" A.Accessible drinking fountains shall comply with Sections 602 and 307. z � - CLIENT: Then The Slope Of The Flared Nared sae ANSI/ICC Al1J.1605.2-HEIGHT&DEPTH(REFERENCE DETAIL) � � x A.Urinals shall bestall-type or wall hung with a cohered,elongated rim at ll" m 4 MAX _£ f £ Sidra Shall Not Exceed 1:12 ANSUICC Al lJ.l 602.2-CLEAR FLOOR SPACE £ M E N i maximum above the finished floor.The rim shall extend a minimum of 13ya"from the m = = F A.A clear Floor space complying w/Section 305,positioned for a forward approach to min the tlrinking foun alas shall be providetl.Knee&tee space complying with Se ion 306 wall. F ON it Oxail 36 shall be provided.The clear Floor space shall be centered on the drinking fountain. ANSI/ICC All].1-605.3-CLEAR FLOOR SPACE(REFERENCE DETAIL) \ t2 EXCEPTIONS: A.A dear Floors ace 30"wide b 96"lee 1.banking fountains for scantling persons. P y p minimum shall be provided in front of urnal m CONIROLARFA 'a '• � J allow forward approach. 306&309 REACH RANGES AND OPERABLE PARTS 2.Drinking fountains primarily for children's use. 608.3.1 Sd=.Wall Gab Bar hrShpWe 608.3.1 Rear wall Gab Bar hrshpWe sMwe Floor Ran/scot Aram(1:12 Max.5lope) 3.In existing building,existing drinking fountains providing a parallel approach 1.This space shall adjoin or overlap an accessible route. Lefler@numbers on signs shall havers width ShalPHare Deedabr Warnings 2.Urinal shields that do not extend beyond the front edge of the urinal rim may be he mph ratio of befaem 3:5&1:1 and ANSI/ICC A117.1 308-HEIGHT(REFERENCE DETAIL) \ and mntragirg color. complying w/Section 305,centered on the drinking fountain shall be permitted. provided with 2T dearance between them. 610 SEATS ashoke widE nhoghtrsdobehves, A.Unobahucted front approach-48"max.he 15"min.A.F.F.Controls located in an alcove 4.Where specifically permitted by the administrative authority,a parallel approach p require a maneuvering area >24"deep must have 36"clear floor width. shall be permitted that replace existing parallel approach drinking fountains. � / and shall be aixan niedw shallbera'ged\ .Urinals costa a in a coves deeper than at ANSI/IOC Al 17.1 610.2-SHOWER COMPARTMENT SEATS elvers an hum B.Unobstructed side approach-48"max.to IS"min.A.F.F.Controls located in an alcove 1:10 Max.slope least 36"minimum wide,centered on fixture. l32,uppermse,sansseinasimpleser'rf GAYTEWAY BUSINESS PProac Standard 03M Ramp A. The height of the shower compartment seats shall be 17"minimum and 19'maximum type pa ih >15"deep must have 60"clear floor width. 36"Min. ANSUICC AllJ.l 602.3-OPERABLE PARTS ANSI/ICC All].1605.4-FLUSH CONTROLS(REFERENCE DETAIL) above the bathroom Floor measured to the top of the seat. grade 2 Braille,rased menders shall m a[ C.Electrical&commumca0"system Receptaclesid shall be mounted no less than IS"above Adjoining tope Shall C Operable parts shall comply with Section 309. Controls shall-ply with ANSI/ICC A117,1(REFERENCE OPERABLE PARTS B. allowable stresses shall not ea exceeded cot mateaals used where a vertical a ® lent Sj8"-3'high plus U8'pe feat of PARK the floor. Not Exceed 1:20 horizontal force of 250 pounds is applied at any point in the seat,fastener mounting vial&Z.ab-21 feet, ANSUICC Al1].1 60I.4-SPOUT OUTLET HEIGHT 48"MIN. device or support strocture. P.O.BOX 1727 ANSI/ICC A117.1 309-OPERABLE PARTS A Wheelchair accessible spout outlets shall be 36 inches maz,ah.Standing person spout International Symbol oLail Operable parts shall be operable with one hand and shall not require tight grasping,pinching, Laation ofTygid all Shall be 38 inches min.&43 inches max.off. ------A y BELLEVUE,WA 98009 or Evil of Me wrist.The force required m activate operable parts Shall be 5.albs Parking Aoxs Nsle _ 702 ALARMS of Accessibilitymaximum. ANSUICC A117.1 602.5-SPOUT LOCATION � m PROJECT:A.Spoutshallbelooted 15inches min.hom the vMlwl support and S Inches ma%.from ANSI/ICG A117.1 702.1-GENERALham 1:12 Max.S the front ed a of Me drinkin fountain,includin bum ----- A.When required,visual alarms shall er provided is each of the following areas,as a CC PACKAGING OFFICE TI col IOPe) g g g hem. �� minimum:rest rooms and any other general usage areas(e.g.,meeting rooms), Lryhswitrh $"MAX 1:12 Max.slope Shall Have De[ehble Warnings e s 14"MIN hallwa I bbles,and an then area for common use. Thermosets,Etc. ddt Kano Paralltlh Curb tlmntrasting Color. ANSUICC All].1602.6-WATER FLOW ys,o yo Note:If Slope Is 120 or less A.Spout shall tl flow of water 4 inches min.in height,The angle f the water stream w \\ O m mNrmting mkx or[erture you provide a g g e o Dehil mil Accessible audible and visible alarms and notification appliances shall be installed in w L Oxtail s repulmd from spouts within 3 inches of the hoot of the drinking fountain shall be 30 degrees max. acwrdance with NFPA 72. 0 0 and from spouts between 3 inches&5 inches from the front of Me tlrinking fountain shall be 15 degrees max.,measuretl horizorhmlly relative to Me front face of the drinking 606 LAVATORIES e9 \ ANSI/ICC Al17.1906.10-DIAGONM CURB RAMPS fountain. NFPA 72-AUDIBLE ALARMS A.If diagonal curb ramps have returned curbs or other wellEefinetl edges,such edges shall ANSUICC Al Shed floor. (REFERENCE DETAILS) A.If provided,duraion of EDalarms shall seconds duce whichever the prevailing lent O £ Gayteway Business Park,BuildingC pro preva g equiva be parallel to the direction of pedestrian Flow.The bottom of diagonal curb ramps shall A.Lavatories shall be mounted with the rim or counter surface no higher Man 39"above the sound level In the room a space by at leas[15 dba or exceeds any maximum south level �� e R 19927 67th Ave NE,Arlington,WA - f have 48"minimum clear space outride alive tame lanes of space roadway.If diagonal curb 5"MAX 5"MI In Shed Floor. with a duration of 60 seconds by 5 dba,whichever Is louder. m - = clear1.Lavatories shall extend 1]"minimum from the wall. - provided at marked crossin s the 48" s ce shall be within the B.Sound levels for alarm Signals shall not exceed 120 dba.- rr+ ramps are p g, pag _ Description: No: Date: If diagonal curb ramps have Flared sides,Mey shall also have at least a 24"long Segment 2.Cearance of 27"minimum shall be provided from the finished Floor to bottom of c LLo of Straight curb located an each side of the curb ram and within the marked crossin. Q apron. NFPA J2-VIS AL ALARMS PERMIT SET OS OS 2021 g p g 3.Knee clearance of 27"high minimum shall extend 8"minimum under Me edge of the A.Visual alarm signal appliances shall be integrated into the building or fadlity alarm System. CarvOWNS / /rTd.Ilavam 30"witle minimum and 19"lee m .FULLLEN(TH MOP/BROOM STAINLESS STEEL SOLID HAT/COAT HOOK ANSIA. ny rais 90 isle-IincroTssings Is all be"clut t and h lowln it mthe stmettor curb r curb et .TT ry1learance of 9"minimum shall be provmmuor b single station audible alarms are provided then sngle station usual alarm signals shallMIRROR HOLDER SHELF PLASTIC A.got raised islands in c gs g ps � ides for the call aeptn of the Vi ual Al rmboth sides and a level ar 1.The alarm appliances shall have the following falent.BENCH rampsIra Me part of the Islana Intersected by the crossings. / 1.The lamp shall be a eahor strobe type to i.e.anent 804 KITCHENS AND K.S.6-REFRIGERATOR/FREEZER p�N App� ANSUICC A11J.1 606-DEPTH 2.The color shall be clear or nominal while(i.e.unFllteretl or clear filtered white light). ANSI/ICC A117.1 804.5.E-REFRIGERATOR/FREEZER 403 ACCESSIBLE ROUTE-WALKING SURFACES A.Each sink shall be a maximum of 6-1/2'deep. 3.The maximum pulse duration shall be two tenths of one second with a maximum Combination refrigerators and freezers shall have at least 50%of Me freezer compartment 410 PLATFORM LIFTS 603 TOILET ROOMS duty cycle of 40%.(The pulse duation is defined as Me time interval between Initial shelves,Hillding the bottom of the freezer 54 inches(1370mm)maximum above the Floor DEC I IN-LOCATION e and final points of 10%of max signal) when the shelves are installed at the maximum heights possible in the compartment.A clear A.At least one acoesslble route within the site shall be provided from public hansportaten ANSI/ICC A117.1410.1-GENERAL ANSI/ICC A117.1 603.2.2-DOORS 4.The intensity shall be a minimum of 75 candela. floor space,positioned for a parallel approach m the space dedicated m a stops,accessible parking and accessible passenger loading zones,and public streets or A.Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. A.Doors shall net swill Into Me dear Floor space or dearance for any fixwre. E 'E 17"MIN \` S.The Flash ramshall be minimum.fl Hzanda maximum of3Hz refingerator/freezer,shall be provitled.The centerNne of the clear Floor space shallbe offset sidewalks es the accessible d acces entrance served. Platform lips shall net be attendant operated and shall provide unassisted entry and exit o 6.The appliance shall be placed BIT above the highest Floor level within the space 24 inches(610 com)maximum from the centerline of the dedicated space. from the life. ANSI/ICC All].1603.2-CLEARANCES o or 6"below the ceiling,whichever is lower. ANSI/ICC A117.1903.5-CLEAR WIDTH A.The accessible fixtures and controls required shall be on an accessible route.An $ tl 1 a.In large rooms and spaces exceeding 100'across,without obstructions 6' A.The minimum tear width shall be 32"at a point for a max.length of 24"and 36" ANSI/ICC A117.1410.2-LIFT ENTRY unobstructed wining space complying with 304 shall be provided within an accessible - fl above the finished floor,such as auditoriums,devices ma be tl the A.Lifts with doom«gates shall comply with Section 410.2.1.Ufts with ramps shall comply milet room.The clear Floors t fixtures and conbols,the accessible route,and the o z s � Y place around y per 9a p y wi p p y pace a £ i £ £ i perimeter,spaced a maximum 100'apart,in lieu of,spending appliances from the continuously, Table below. with Section 410.2.2. turning lap,however;the only fuming space provided shall not be located - n � `a L-- ceiling. 902 DINING SURFACES&WORK SURFACES g space may over • , within a Stall. 7.In general,re place in any room or space shall be more than 50'from the ANSI/IOC A117.1 902.2-CLEAR FLOOR SPACE ANSI/ICC Doom and gate-DOORS AND GATES signal(measured in o horizontal plane). rim A.Dona and gates shall be low energy power operated doors m gates complying with ANSI/ICC A117.1 603.3&606-LAVATORIES AND MIRRORS 8"MIN "MAX 48"MIN 8.No place in common corridors or hallways shall be more than 50'from the signal. A.A clear Floor space complying with Section 30w h Section for s fall be approach,shall be leis M NT ual 3z•M� Section 404.3.Doors shall remain open for 20 seconds minimum.End door clear opening A.If lavatories and mirrors are provided,then at least one of each shall comply with provdetl.Knee and tee clearance complying with Section 306 shall be provided. width shall be 32 inches minimum.Side door clear opening width shall be 42 inches 603.3&606.Accessible lavatories and mirrors shall not be located within toilet stalls 17"MIN renter Man:z4' 36' minimum. unless other accessible lavatories and mirrors are provided in the milet room. 703 SIGNAGE ANSI/ICC At 17.1902.4 HEIGHT A.The tops of accessible tables and counters shall be 28"minimum,and 34"maxmum, Lifts serving two landings maximum and having doors or gates on opposite sides shall be ANSI/ICC A117.1 603.3-MIRRORS(REFERENCE DETAIL) WHERE APPLICABLE above the fnished floor. IBC with WA STATE AMENDMENTS 1101.2.1-CLEAR WIDTH parmitted to have self owing manual doors or gates. A.Mirrors shall be mounted with the bottom edge of the reflecting surface 40" A.Signs which designate permanent roans and spaces shall comply with the A.Clear width of an accessible route shall comply with Table above.For exterior routes of maximum A.F.F.Mirrors not located above lavataels,sinks or counters shall be requirementr listed below for: travel,the minimum clear width shall be 99". ANSI/ICC A117.1410.2.2-RAMPS mounted with the bottom edge of the reflecting surface 35"maximum above the Floor. \\ 1.Raised and Bradle Charades,and Pletograms A.End ramps shall be 32 inches minimum in width.Side ramps shall be 42 inches minimum - 2.Hash and Contrast 903 BENCHES AN5]/IA.f an accessible essibl2-PASSING SPACE in width. ANSI/ICC A117.1Operable a part-OPERABLE PARTS - Exception:Employee name signs are not required to comply. A.If an accessible route is less than 60"in width,then passing spaces of at least 60"x60" A.Operable parts on rowel dispensers and hand dryers shall comply with Table below. ® ANSI/[CC A117.1 903.2-CLEAR FLOOR SPACE shall be provided at 200'max.spacing. ANSI/ICC A117.1410.3-FLOOR SURFACES m WHERE APPLICABLE A.a clear floor space complying with section 305,positioned for parallel approach to the SEAL: B.The minimum dear width for two wheelchairs to pass;s 60" A.Floor Surfaces of platform lid shall comply with Section 302 z - z - _� A.Signs which provide direction te,or information about,functional spaces of the building bench seat shall be provided. shall comply with the requirements listed below for: ANSI/ICC At 17.1307.2 ANSI/ICC A117.1410.4-PLATFORM TO RUNWAY CLEARANCE Berth ' o _ 1.Character Proportion ANSI/ICC Al17.1 903.3-SIZE Tn ry o in n o' A.Accessible rooms Mall have 80"min.clear head room. A.The dearance between the platform sill and the edge of an Madmum v m p ge y runway landing shall be 11/4 HegM1f 2.Character Height A.Benches shall have seats 42"minimum in length and 20'minimum and 24"maximum in inch maximum paMh 4" �" 4z" 40^ 30^ 3a" `V ry 3.Finish and Contrast depth. ANSI/ICC A117.1403.3-SLOPE \ Exception:Building directories,menus,and all other signs which are temporary are not 00114521 REGISTERED A.Running slope shall not exceed 1:20. ANSUICC A117.1410.5-CLEAR FLOOR SPACE WALL MOUNTED LAVATORY MOUNTED IN required m comply. ANSI/ICC At 17.1 903.4-BACK SUPPORT B.Cross slope shall not exceed 1:48 A.Clear Floor space of platform lifttr shall comply with Section 305. 604 WATER CLOSETS&TOILET COMPARTMENTS ARCHITECT LAVATORY COUNTER A.The bench shall provide for back support or shall be fixed to a wall.Back support shall be ANSI/ICC A117.1910.6-OPERABLE PARTS ANSI/ICC A117.1609.3-CLEARANCES WHERE APPLICABLE(REFERENCE DETAIL) 42"minimum in length and shall extend from a point 2"maximum above the seat surface m A.Controls for l-OPERABLE ABLshall comply with Section 309. A.Clear Floor space forLE RAN closets not in smlls shall be provided as follows: ANSUICC A117.1 606.E-EXPOSED PIPES AND SURFACES A.Element and spaces N accessible facilities which shall be identified by the International a paint 18"above the at surface. p py cal tlearance around a water closet shall be fi0"minimum in width,measured perpendicular Symbol of Accessibility are: JULIA SEEN 404 DOORS pin e^ A.Hot/cold water and drain pipes under lavatories shall be insulated or otherwise ns ANSI CC All].1409.2.1-DOUBLE-LEAF DOORWAYS from Me sidewall.Clearance around Me water dose[shall be 56"minimum in depth, cgnfguretl m protect against contact. 1.Parking spaces designated as reserved for perso with disabilities. AT OF WASHINGT WA.A117.a th two DOUBLE -LEA rated leaves shah have at leas[one active leaf that 502/503 PARKING AND PASSENGER LOADING ZONES measured perpendialar from the rear wall.(Reference Dat ip B.There shall be no sharp or abrasive surfaces under lavatories. 2.Accessible passenger leading zones. a D. ys wi y open 6.No door swings are allowed in dear Floor area. 3.Accessible entrances when not all are accessible inaccessible entrances shall have 905 STORAGE meets the requirements in 404.2.2 and 404.2.3 diredional signage to indicate mum to nearest accessible entrance). ANSI/ICC ANSUICC Accessible Sec-PARKING SPACES ANSI/ICC pll],1 606.9-FAUCETS 4.Accessible toilet and bathin facilities when not all are accessible. U CC Aar floor r pa-Comply FLOOR SPACE A.Accessible car parking spaces shall be 96"minimum in width.Van parking spawn shall be 56"MIN.(WALL MOUNTED W.C.) A.Conhols shall be operable with one hand and shall not require tight grasping,pinching,or g A dear floor space complying with Section 305 shall be provided. ANSI/IOC A117.1404.2.2-CLEAR WIDTH 132"minimum in width. 59,MIN.(FLOOR MOUNTED W.C.) lwisUng of the wrist. A.Doorways shall provide a dear opening of 32"minimum,with the door open 90", EXCEPTION:Van parking spawn shall be permitted m be 96"minimum in width where B.The face r ANSUICC All].1]03.2.4-CHARACTER HEIGHT(REFERENCE DETAIL) ANS ICC A117.1 905.3-HEIGHT CITYSTAMP: permi squired sh activate controls shall be tit greater than 5 m Height:The u letter"I"shall be used to determine the allowable height of all U 1.Open opening shall be measured between the face of the door and 6" inim sm. the adjacent access aisle is 96"minimum in cress C.Lever-operated,i push-type,and electronically controlled mechanisms are examples of g afoot a g accessible dotage elements shall comply with et least one of the reach ranges speclfled in 2.Openings more than 29"in depth shall provide a dear opening of 36"minimum. B.parkin les shall be 60"wide.Van accessible access aisles shall be 96"wide. 42"MIN. 12"MAX a characters of a font and shall be a minimum of e"and 2"maximum. Section 308. g access ads acceptable designs. C.Surface slope shall not b xm,dramp may a all ate in an D.If self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC A117.1 40.2.3-MANEUVERING CLEARANCES AT DOORS (Note:no built up curb ram EXCEPTION:Where sepaam MNIe and visual characters with the same Information are ANSI/ICC A117.1 905.9-OPERABLE PARTS Provide level(1:48 max.slope)and clear maneuvering area at doors as follows: p may be located in an accessible parking access aisle.) _ provided,the height of the tactile upper case letter T'shall be ttetl to be O ble its of smra a facilities shall cam with Section 309. A.Front approach pull side-60"min.width&l8"min.beside strike edge - 609 GRAB BARS provi g permi "minimum. hero Pa g py ANSI/ICC At 7.1592.7-SIGNAGE(REFERENCE DETAIL) - _ t X. Front approach push side-98".in width&0"beside strike edge A.Each accessible parking space must have individual veitrcalty mounted or suspended sign. J ANSI/IC C DA117.1iameter r or did-SIZE AND SPACING ANSUICC Width: he upp-CHARACTER WIDTH ti ry I Hinge @ strike if doorhas both a closer and a latch) Required van accessible spaces must be designated. A.Diamale«width of gripping surface shall be 1-1/4"m 2",or the shape shall provide an A.Width:The uppercase letter ll b shall be used to determine the allowable width of all AUTOMATIC TELLER MACHINES B.Hinge side approach pull side-60" in.width;36"min.beside stake edge or-59"min. B. Characters and symbols on such signs shall be located 60"minimum above the ground. � I ry £ equivalent gapping surface. characters of a font and shall be 55%min.and 110%max.of the height of the width;42"min.beside shake edge \ D z 1.The space between grab bars and adjacent walls shall be 1-1/2" uppercase T'of the font. ANSI/ICC A117.1 305-CLEAR FLOOR SPACE Hinge side approach push side-42"min.width&22"min.beside hinge edge ANSUICC AI17.1 503.5-VERTICAL CLEARANCE \i £ A.Floor space shall comply with Section 305 to allow a forward,parallel approach or both. (48"min.width if door has both a closer and a latch) A.Provitle minimum vertical clearance of 114"at amessible loading tl =passenger g cones an C.Latch side approach pull side-48"min.width and 24"min.beside stoke edge alongt least one vehicle access room from site entrances and exits. �--- L L o -- ' i i N (54"min.width if door has a closer) a ___ ANSI/ICC A1ll,1 a places -HEIGHT Latch side approach push Side-42" in.widen and 24'min.beside strike edge --pg p;I z A.Operable parts shall ie placed within one or more of the reach ranges specified In Section ACCESSIBILITY DETAILS P Pu 9 ANSI/ICC All].1503-PASSENGER LOADING ZONE � 308,summarized earlier In this sheet. (48--min.width if door has a closer) A. and loading zones shall provide an access aisle at least 60"wide and 20 ft long 6 IN. £ z e adjacent antl parallel[o the vehicle pull-up space.If there are curbs between the across TOILQ PARTmON TIME OEAAANIF O £ ANSI/ICC A117.1404.2.4-THRESHOLDS AT DOORWAYS aisle and the vehicle pull-up space,then a curb ramp complying with 4.7 Shall be ANSI/ICC All].1 604.4-HEIGHT(REFERENCE DETAIL) & N & & A.Maximum threshold height:1/2".Raised thresholds and floor level changes shall be £ £ £ £ provided.Vehicle standing spaces and access aisles shall be level with surface slopes not A.The height m the cop of the collet seat shall be lJ"-19"above Floor. El beveled with a slope no greaer Man 1:2 exceeding 1:48;n all directions. 1.Seats shall not be sprung to return to a lifted position. S SHEET IS PROVIDED-R YOUR CONVENIENCE,IT CONTAINS SELECTIONS FROM THE CURRENT ACCESSIBILITY REFERENCED STANDARDS(2015 IBC CHAPTER 11 WITH WA Proj.No:21.0001410.000 Reviewed By: JS IBC with WA STATE AMENDMENTS 1101.2.5-FLUSH CONTROLS STATE AMENDMENTS AND ANSI/ICC A117.1),BUT IS NOT INTENDED TO BE A COMPLETE A.Hand operated Flush controls shall comply with Section 309,except the R TOILE F SEAT R-PAPER TOWEL S-ELECTRIC HAND R-PAPER TOWEL R-SANITARY NAPKIN R-WASTE OR EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILITY STANDARDS. maximum height above the floor shall be a4". COVER DISPENSER DISPENSER/WASTE DRYER DISPENSER DISPENSER RECEPTACLE RECEPTACLE AN-3 ANSUICC Al1].1 60AJ-DISPENSERS-REFERENCE DETAL.THE OUTLET OF THE DISPENSER SHALL COMPLY WITH TABLE 603.6 ENERGY CODE COMPLIANCE GENERAL NOTES NELSOK 1. PROJECT SHALL COMPLY WITH 2O18 WASHINGTON STATE ENERGY CODE INCLUDING BUT C. C402.4.1.2.3 BUILDING TEST.THE COMPLETED BUILDING SHALL BE TESTED AND THE 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES NOT LIMITED TO THE FOLLOWING PROVISIONS: AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE Nelco Architecture,Inc. A. C402.1.4 SEMI-HEATED SPACES:ALL SPACES SHALL COMPLY WITH THE REQUIREMENTS A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE 2 AT 75 PA)IN ACCORDANCE CODE.MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1-308 IN SECTION C402 UNLESS THEY MEET THE DEFINITION FOR SEMI-HEATED SPACES. WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.A (48"MAX).CABINET SHALL PROTRUDE NO MORE THAN 4"INTO WALKS, FOR SEMI-HEATED SPACES,THE BUILDING ENVELOPE SHALL COMPLY WITH THE SAME REPORT THAT INCLUDES THE TESTED SURFACE AREA,FLOOR AREA,AIR BY VOLUME, CORRIDORS,PASSAGEWAYS,OR AISLES.LOCATE CABINET(S)75-FOOT REQUIREMENTS AS THAT FOR CONDITIONED SPACES IN SECTION C402;HOWEVER, STORIES ABOVE GRADE,AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER,(1)2A FOR SEMI-HEATED SPACES HEATED BY OTHER THAN ELECTRIC RESISTANCE HEATING OWNER AND THE CODE OFFICIAL.IF THE TESTED RATE EXCEEDS THAT DEFINED HERE, EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF.LOCATIONS TO EQUIPMENT,WALL INSULATION IS NOT REQUIRED FOR THOSE WALLS THAT SEPARATE A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. 1200 Fifth Ave. SEMI-HEATED SPACES FROM THE EXTERIOR PROVIDED THAT THE SPACE MEETS ALL NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE.AN ADDITIONAL REPORT 2. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, Suite 1300 THE REQUIREMENTS OF SEMI-HEATED SPACE. IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE PIER,JOISTS OR WINDOW MULLION,AS SHOWN. Seattle,WA 98101 SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER Phone: (206)408-8500 E .A CONTINUOUS AIR B THROUGHOUT THEIBUILDING THERMAL ENVELOPE. AEL ER SHALL BE PROVIDED ASSEMBLIES LISTED IN ITEMS REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WANED. EGRESS CODE SUMMARY WWWSONWORLDWIDE.COM AND 2 SHALL BE DEEMED TO COMPLY PROVIDED JOINTS ARE SEALED. D. C402.4.2 AIR BARRIER PENETRATIONS.PENETRATIONS OF THE AIR BARRIER AND A. MAX.TRAVEL DISTANCE B OCCUPANCY:300'(TABLE 1017.2) 1. CONCRETE MASONRY WALLS COATED WITH ONE APPLICATION EITHER OF BLOCK PATHS OF AIR LEAKAGE SHALL BE CAULKED,GASKETED OR OTHERWISE SEALED IN A TRAVEL DISTANCE B OCCUPANCY:200'(WITHOUT SPRINKLERS)(TABLE 1017.2) FILLER AND TWO APPLICATIONS OF A PAINT OR SEALER COATING; MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION.JOINTS MAX.TRAVEL DISTANCE S-1 OCCUPANCY:400'(TABLE 1017.2.2) 2. A PORTLAND CEMENT/SAND PARGE,STUCCO OR PLASTER MINIMUM 1/2 INCH(12 AND SEALS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MAX.TRAVEL DISTANCE S-1 OCCUPANCY:200'(WITHOUT SPRINKLERS) MM)IN THICKNESS. MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SHALL BE (TABLE 1017.2) APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED.THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH B. MAX.COMMON PATH OF EGRESS TRAVEL:100'(TABLE 1006.2.1) SO AS NOT TO DISLODGE,LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST , MAX.COMMON PATH OF EGRESS TRAVEL:75'(>30,WITHOUT SPRINKLERS) POSITIVE AND NEGATIVE PRESSURE FROM WIND,STACK EFFECT AND MECHANICAL (TABLE 1006.2.1) VENTILATION. OCCUPANCY LOAD: 1 2 3 4 $ 7 $ 9 (SEC.1004.1 TABLE 1004.1.2) _ ASSEMBLY(CONF,BREAK,LOBBY)-B(NEW) 344 SQ FT/15=23 _ OFFICE-B(NEW) 1,656 SQ FT/150=12 WAREHOUSE-F1(EXISTING) 29,621 SQ FT/500=60 TOTAL =95 EXIT REQUIREMENTS: irnm (SEC.1006 TABLE 1006.2.1 A 1006.3.1) NUMBER REQ'D NUMBER PROVIDED FIR EX * 1 OFFICE 1 2 1 WAREHOUSE 2 3 O O I CLIENT: E LEGEND I Lo 1 EXISTING PARTITION TO REMAIN 1 NEW PARTITION - I EXI EXoI INTERNALLY UP PER IBC EICT OND1013,CONFIRM OPERATION OF EXISTING.ADD NEW WHERE NOT EXISTING.ARROW= GAYTEWAY BUSINESS DIRECTION INDICATOR,IF REQUIRED.PROVIDE TACTILE FIR i 1 EXIT SIGN ADJACENT TO EACH EXIT DISCHARGE DOOR 1 COMPLYING WITH ICC A117.1,AS SUMMARIZED ON PARK u I 6 TYP. 703/AN-3.ADD NEW WHERE NOT EXISTING. P.Q.BMX 1727 I NOTE:EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO BELLEVUE,WA 98009 5 8 I POINT IN AN EXIT ACCESS CORRIDOR IS MORE THAN w I 100'OR THE LISTED VIEWING DISTANCE FOR THE PRwECT: 4 4 4 - 1 SIGN,WHICHEVER IS LESS. CC PACKAGING OFFICE TI B EXISTING FIRE DEPARTMENT ACCESS DOOR PROVIDED AT FIRE 1 FIR INTERVALS LESS THAN 100'SPACING AROUND PERIMETER -♦ AI OF BUILDING Gayteway Business Park,Building C 4 I TYP I 9 DIRECTION OF TRAVEL 19927 67th Ave NE,Arlington,WA PATH OF EGRESS Description: No: Date: START POINT 14'-0" I •�� PERMIT SET 05/05/2021 z� TYP COMMON PATH OF TRAVEL TERMINATION POINT tl I I I I �-P;V'L _ _ _ - _ _ _ _ _ _ CKEYNOTES- � 1. EXISTING ACCESSIBLE ENTRANCE. EXI I I 2. NEW TENANT DEMISING WALL WITH FIRE TAPE FINISH. _ L___� __----E--- IT DISTANCE:111'-8' I 3. EXISTING COLUMN,TYP. °I INI 4. EXISTING DOCK-HIGH OVERHEAD DOOR,TYP. i I 5. APPROXIMATE LOCATION OF EXISTING SANITARY SEWER LINE 6. EXISTING EXTERIOR STAIR,TYP j I 0 7. EXISTING FIRE RISER/ELECTRICAL ROOM 8. EXISTING ELECTRICAL TRANSFORMER AND ELECTRICAL PANELS. I 5 9. EXISTING ACCESS AISLE AND ACCESSIBLE PARKING STALLS 10. EXISTING PARKING STALLS,TYP SEAL: TRAVEL DISTANCE:66'_ I I 11. EXISTING ACCESSIBLE ROUTE:RAMP WITH MAX SLOPE OF 1:20,MAX CROSS r EXI L- I I IX SLOPE OF 1:48;MIN 36"WIDE I1 3 I - v 12. EXISTING CONCRETE SIDEWALK 20114521 REGISTERED ARCHITECT 1 13. EXISTING LANDSCAPING,TYP.REPLACE ANY DAMAGED LANDSCAPE DURING CONSTRUCTION, JULIA SEEN O0 O0 6 6 O ,IS ,I� 14. EXISTING CONDITIONED OFFICE SPACE. ATE OF WASHINGT 3 O O vAN 15. NEW CONDITIONED SPACE/BUILDING ENVELOPE. O16. NEW SEMI-HEATED WAREHOUSE SPACE.UNIT HEATERS PROVIDING FREEZE CITY STAMP: PROTECION ONLY;MODIFY EXISTING GAS FIRED HEATING UNIT(S)TO COMPLY WITH 2O18 WSEC:MAXIMUM 8 BTU'S PER SF. 17. RACKING STORAGE UNDER SEPARATE PERMIT APPLICATION(FOR REFERENCE ONLY) O O p ARCHITECTURAL ° - - - - - - SITE/EGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WAREHOUSE PLAN - X X i Proj.No:21.0001410.000 Reviewed By: JS ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN rr� A0.1 1"=20' AO. 1 GENERAL NOTES NELSOK 1. ALL NEW PARTITIONS TO BE WALL TYPE 17B LON,SEE SHEET A8.1 FOR WALL TYPES. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1,TYPICAL LON. NelcO Architecture,Inc. 3. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET AN-3. 4. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 5. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEL,SQUARE AND TRUE AND IN PROPER ALIGNMENT,U.N.O. 1200 Fifth Ave. 6. ALL DIMENSIONS ARE TO FACE OF FRAMING,U.N.O.DIMENSIONS NOTED Suite 1300 "HOLD"MUST BE ACCURATELY MAINTAINED,AND SHALL NOT VARY MORE THAN Seattle,WA 98101 t 1/8"WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT."ALIGN"MEANS Phone: (206)408-8500 TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.DIMENSIONS NOTED"CLEAR"ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WWW.NELSONWORLDWIDE.COM WITHOUT EXCEPTION.DIMENSIONS MARKED t MEAN A VARIANCE NOT GREATER THAN 1 INCH,VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT,ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL,U.N.O. 7. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED,PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH.CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW-CUT AND PATCHED.PATCH AND PAINT ALL OFFICE WALLS.TYPICAL THROUGHOUT. 8. ALL EXISTING FLOORS,PARTITIONS,DEMISING WALLS,AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. 9. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS,WALLS AND SHAFTS,SEAL ABANDONED PENETRATIONS AT FLOORS, WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL. 10. ALL INFILL OF DOORS/WALLS/OPENINGS SHALL MATCH AND BE FLUSH WITH 1 2 EXISTING ADJACENT PARTITION CONSTRUCTION.FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 11. WHERE NEW PARTITIONS ABUT EXISTING SURFACES,REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 12. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 13. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH,U.N.O.-REFER TO MATERIAL SCHEDULE&FINISH PLAN FOR MATERIALS&LOCATIONS THAT REQUIRE A LEVEL 5 FINISH,U.N.O. 14. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING ROUGH-IN(E.G.BATHROOMS,PANTRY,JANITOR'S CLOSET,WET COLUMNS) CLIENT: SHALL BE WATER-RESISTANT. 15. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAUGE (MINIMUM)@ 16"O.C.(MAXIMUM).REFER TO THE FINISH PLANS FOR TILE LOCATIONS. /^C , 16. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM. r r ` 1 / 17. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS , BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS � OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS.THERE SHALL BE NO EXPOSED PIPE, WAREHOUSE CONDUIT,DUCTS,VENTS,ETC.ALL SUCH LINES SHALL BE CONCEALED OR 120 FURRED AND FINISHED,UNLESS OTHERWISE NOTED AS EXPOSED GAYTEWAY BUSINESS CONSTRUCTION ON THE DRAWING. 18. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS PARK ARE TO BE(4)INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. P.O.BOX 1727 94" 164" 5'-0" 7-10" 9'-1" 12" 19. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, BELLEVUE,WA 98009 PIER,JOISTS OR WINDOW MULLION,AS SHOWN. 2 20. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND PRWECT: A6.1 CEILING MOUNTED ITEMS,INCLUDING HARDWARE,LIGHT FIXTURES,GRAB CC PACKAGING OFFICE TI $ 7 BARS,CASEWORK,AND ALL OWNER PROVIDED ITEMS.PROVIDE SHEET METAL REINFORCING(8"HORIZONTALLY MOUNTED STRIP OF 20 GA.GALVANIZED SHEET METAL)CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS.ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED.WHERE BLOCKING OR ADDITIONAL STUDS z 3 REF. I 105 OS ; 3 Ell OS I RARERE PAIRED.IRED AT EXISTING PARTITIONS,THEY ARE TO BE PATCHED AND Gayteway Business Park,Building C 21. REUSE EXISTING DOORS,DOOR FRAMES AND DOOR HARDWARE IN NEW 19927 67th Ave NE,Arlington,WA 5 I ---�-- I CONFIGURATION WHENEVER POSSIBLE.NEW DOORS AND DOOR FRAMES TO Y MATCH EXISTING. Description: No: Date: OS I I WOMEN'S / MEN'S I PERMIT SET 05/05/2021 _ OFFICE OFFICE BREAKROOM ^ HALLWAY RESTROOM RESTROOM RESTROOM - 101 102 103 104 lOs 0 107 1 r 8 I LEGEND - b S ,may-, l O B \ I EXISTING PARTITION TO REMAIN 4 S NEW PARTITION // 5 � 3 - I RESTROOM \ 106 KEY NOTES 0 i 3 --- I 4 Ed O 1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR TO REMAIN 106 OS 9 2. EXISTING STOREFRONT SYSTEM/WINDOWS TO REMAIN I 12 S 109 3. NEW PLASTIC LAMINATE COUNTERTOP,BASE&UPPER CABINETS WITH SINGLE 2 �'1 COMPARTMENT,TOP MOUNT SINK.FURNISH AND INSTALL SINGLE BOWL, STAINLESS STEEL,ADA COMPLIANT SINK BY ELKAY,LRAD2219-55(5-1/2"D). FAUCET BY ELKAY,LK4160(SINGLE LEVER FAUCET). F 4. PROVIDE WATER SUPPLY LINE FOR NEW(FOIO)PLUMBED HOT/COLD WATER OPEN 1 0 DISPENSER,1/4"COPPER TUBES BELOW COUNTER. OFFICE 100 CONFERENCE 5. PROVIDE WATER SUPPLY LINE TO(FOIO)REFRIGERATORS,1/4"COPPER TUBES SEAL: 2 109 -- -1 BELOW COUNTER. B 6. PROVIDE WATER SUPPLY LINE TO(FOIO)COFFEE MAKER,1/4"COPPER TUBES ---J BELOW COUNTER. 20114521 REGISTERED 7. NEW ACCESSIBLE(HI/LO)DRINKING FOUNTAIN AND CANE DETECTABLE ARCHITECT S APRON/GUARD.4'X(4'OR FULL WIDTH)FRP OR PLASTIC LAMINATE 2 2 2 2 SURROUND,TO MATCH ADJACENT TOILET ROOM WAINSCOT,OVER WATER O 0 RESISTANT GWB,CENTERED BEHIND FOUNTAIN. JOF WASHIULIA SEEN OFF CE ATE NGT E 8. 277/480 VOLT 3 PHASE ELECTRICAL SERVICE.PROVIDE AND MAINTAIN 3'-0" MINIMUM CLEAR FLOOR SPACE IN FRONT OF PANEL(S).(2)NEW CONCRETE FILLED PIPE BOLLARDS,PER SPECIFICATIONS.SEE DETAIL 18/A8.1,TYP.SET 42"CLEAR OF EQUIPMENT/PANEL(S). CITYSTAMP: 9. NEW FLOOR MOUNTED MOP BASIN WITH HOT/COLD WATER FAUCET AND 2 2 FLOOR DRAIN.FRP OR PLASTIC LAMINATE SURROUND,TO MATCH ADJACENT TOILET ROOM WAINSCOT,OVER WATER RESISTANT GWB,48"H,EXTENDING 12"MIN BEYOND FACE OF BASIN. 17 TYP O 10. NEW ELECTRIC WATER HEATER,FREE STANDING IN SHEET METAL DRIP PAN 2 W/R10 INSULATION UNDER UNIT.GC TO PROVIDE SEISMIC RESTRAINT STRAP(S),ATTACHED TO STRUCTURE. FLOOR PLAN A2.1 FLOOR PLAN 1/4"=V-0" 0 2' 4' 8' SCALE:1/4"=V-0" Proj.No:21.0001410.000 Reviewed By: JS A2. 1 DESIGN BUILD NOTES KEY NOTES <�> GENERAL NOTES NELSOK PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN-BUILD.NEW LIGHTING SHALL MEET C405.2.1 OCCUPANCY SENSORS.OCCUPANCY SENSORS SHALL BE INSTALLED IN 2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT-SENSING 1. CEILING GRID START POINT. 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING THE FOLLOWING MINIMUM REQUIREMENTS: ALL CLASSROOMS,CONFERENCE/MEETING ROOMS,EMPLOYEE LUNCH AND CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY.THE 2. LIGHT CENTERED IN ROOM,BOTH DIRECTIONS. HEIGHTS,LIGHT FIXTURES,SWITCH LOCATIONS,AND ASSOCIATED ITEMS. A.IBC 1008.1-ILLUMINATION REQUIREMENT BREAK ROOMS,PRIVATE OFFICES,RESTROOMS,WAREHOUSE SPACES,STORAGE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE REFER TO ENGINEERING DRAWINGS FOR CIRCUITING,WIRING LAYOUT,AND Nelco Architecture,Inc. 1.THE MEANS OF EGRESS,INCLUDING THE EXITDISCHARGE,SHALL BE ROOMS AND JANITORIAL CLOSETS,AND OTHER SPACES 300 SQUARE FEET(28 INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 ADDITIONAL INFORMATION.ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE M2)OR LESS ENCLOSED BY FLOOR-TO-CEILING HEIGHT PARTITIONS.THESE PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP DRAWINGS,OR IN CONFLICT WITH MEP/FP DRAWINGS,ARE TO BE MEANS OF EGRESS IS OCCUPIED. AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN 15 NO GREATER THAN 35 PERCENT OF DESIGN POWER,AND THE SYSTEM IS CAPABLE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION.IN THE EVENT OF B.IBC 1008.2.1-ILLUMINATION LEVEL OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE,AND OF AUTOMATICALLY TURNING THE SYSTEM OFF. DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY THE ENGINEERS'PLANS,IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING 1200 Fifth Ave. FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. C408.2.3 FUNCTIONAL TESTING.TESTING SHALL ENSURE THAT CONTROL HARDWARE AND BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. Suite 1300 C.IBC 1008.3-ILLUMINATION EMERGENCY POWER SOFTWARE ARE CALIBRATED,ADJUSTED,PROGRAMMED AND IN PROPER WORKING 2. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION,ALL Seattle,WA 98101 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL C405.2.4 DAYLIGHT ZONE CONTROL.DAYLIGHT ZONES SHALL BE DESIGNED SUCH CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S JOINTS AND GRID SHALL BE STRAIGHT,TRUE TO LINE,WITH EXPOSED Phone: (206)408-8500 NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF INSTALLATION INSTRUCTIONS. SURFACES FLUSH AND LEVEL. DIRTY OR DISCOLORED SURFACES OF TILE ARE 1.1 LOCATIONS INCLUDE:DEDICATED EGRESS ROUTES IN LARGER ROOMS GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: TO BE CLEANED OR REPLACED,AND LEFT FREE OF DEFECTS.AFTER 30 DAYS WWW.NELSONWORLDWIDE.COM OR SPACES,PUBLIC OR COMMON EGRESS ELEMENTS,ESSENTIAL SECTION C405.2.2.3.2.EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED A.NEW MECHANICAL ELEMENTS,INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, FROM SUBSTANTIAL COMPLETION,INSPECT THE WORK AND ADJUST TILE NOT PORTIONS OF THE INTERIOR EGRESS SYSTEM,INTERIOR EXIT 2,500 SQUARE FEET(232 M2).CONTIGUOUS DAYLIGHT ZONES ADJACENT TO CONTROLS,DAMPERS,DUCTING,COMMISSIONING;TO FULLY COMPLY WITH THE IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR DISCHARGE ELEMENTS,AND EXTERIOR PORTIONS OF THE EXIT VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE PROVISIONS OF WSEC SECTION C403. DAMAGED UNITS. DISCHARGE,INCLUDING INTERIOR EXIT STAIRWAYS&RAMPS. CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING B.VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE 3. WITHIN A ROOM OR AREA,THE CONTRACTOR SHALL ESTABLISH A SINGLE 2. PER IBC 1008.3.3,IN THE EVENT OF POWER SUPPLY FAILURE,AN MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS(I.E.,NORTH,EAST, MECHANICAL CODE(WAC 51-52) FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE SOUTH,WEST).THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED C.ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN HEIGHTS ABOVE FINISHED FLOOR. FOLLOWING AREAS:ELECTRICAL EQUIPMENT ROOMS,FIRE COMMAND CENTERS, SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE.DAYLIGHT ZONES UNDER ACCORDANCE WITH SECTION 403 IN THE 2015 INTERNATIONAL MECHANICAL CODE 4. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL FIRE PUMP ROOMS,GENERATOR ROMS,PUBLIC RESTROOMS WITH AN AREA SKYLIGHTS MORE THAN 15 FEET(4572 MM)FROM THE PERIMETER SHALL BE THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE ELEMENTS.CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES GREATER THAN 300 SF.DURATION OF EMERGENCY POWER SHALL BE PER CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3.1.1 IN ACCORDANCE NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. 1008.3.4: NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE FENESTRATION. WITH ACCEPTED ENGINEERING PRACTICE. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS.WITH A SMALL SPACE BATTERIES,UNIT EQUIPMENT OR AN ON-SITE GENERATOR.ILLUMINATION LEVEL CONTROL SHALL: NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: TO AVOID VIBRATION.INSTALLATION AND/OR ALTERATION OF DUCTWORK, UNDER EMERGENCY POWER PER 1008.3.5:INITIAL ILLUMINATION NOT LESS 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYLIT AREA. A.ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS,SOFFITS AND THAN1 FC,MINIMUM AT ANY POINT OF 0.1 FC MEASURED ALONG THE PATH OF 2.INCORPORATE TIME-DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT SHALL CONFORM WITH ALL APPLICABLE CODES. OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE EGRESS AT FLOOR LEVEL. LEVEL CHANGES OF LESS THAN THREE MINUTES. THE BUILDING IS FULLY SPRINKLERED.THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ARCHITECT PRIOR TO PROCEEDING.CONTRACTOR TO PROVIDE COMPLETE 3. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2 INTERIOR EXCEPTION:DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY.THE FIRE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. LIGHTING CONTROLS.EACH AREA ENCLOSED BY WALLS OR FLOOR-TO-CEILING PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW S. REWORK EXISTING FIRE,LIFE,SAFETY SYSTEM AS REQUIRED PER NEW WALL PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. PRIOR TO COMMENCING WITH THE WORK. LAYOUT AND CURRENT CODE.ENGINEERING AND INSTALLATION BY BUILDING SERVING THAT AREA.THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE RECOMMENDED SUB-CONTRACTOR. AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES C405.2.1 OCCUPANCY SENSORS.OCCUPANCY SENSORS SHALL BE INSTALLED IN 6. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE THE LIGHTS SERVED AND INDICATES THEIR STATUS. ALL CLASSROOMS,CONFERENCE/MEETING ROOMS,EMPLOYEE LUNCH AND WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. BREAK ROOMS.THESE CONTROLS DEVICES SHALL BE CAPABLE OF 7. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. C405.2.2.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE 8. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: EQUIPMENT.PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT-SENSING DEVICE. 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND RECOMMENDED BY FIXTURE MANUFACTURER. 2. CORRIDORS,EQUIPMENT ROOMS,STOREROOMS,RESTROOMS,PUBLIC DAYLIGHT-SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING 9. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING LOBBIES,ELECTRICAL OR MECHANICAL ROOMS. THE POWER OF GENERAL LIGHTING IN THE DAYLITE ZONE CONTINUOUSLY TO TILE AREAS.DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS,UNLESS 3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. APPROVED BY ARCHITECT. 10. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM C405.2.2.AUTOMATIC TIME SWITCH CONTROL DEVICES.AUTOMATIC TIME MAINTENANCE.MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND CLIENT: 1 SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY 2 EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS- SENSORS. ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 11. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT.GROUP DEVICES TO F MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 12. ALL CONDUITS,BOXES,DUCTS,HVAC UNITS,PIPES,ETC.,SHALL BE INSTALLED AS HIGH AS POSSIBLE,NOT LOWER THAN 8"ABOVE LINE OF HIGHEST FINISHED CEILING. 13. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 14. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE GAYTEWAY BUSINESS SWITCH PLATE. 15. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED.INSTALL CLOSE TO PARK DOOR OPENINGS,DO NOT INSTALL IN CENTER OF WALL.ARCHITECT AND P.O.BOX 1727 CLIENT TO APPROVE ALL LOCATIONS. 16, ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE BELLEVUE,WA 98009 SWITCH AT ALL CONFERENCE ROOMS WAREHOUSE 17. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME PRwECT: 120 TEMPERATURE,LON. CC PACKAGING OFFICE TI EQ EQ 18. IN EXISTING ALTERED SPACE,REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING,INCLUDING BUT NOT LIMITED TO LAMPS,BALLASTS,AND LENSES.RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. 0 j Gayteway Business Park,Building C CEILING NOTES 19927 67th Ave NE,Arlington,WA 1. CENTER CEILING GRID IN ROOM LE AREA IN TWO DIRECTIONS,TYPICAL PUON.ORTION Description: No: Date: 2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT IN 24"PORTION / OF 48"CEILING TILE,TYPICAL UON. PERMIT SET 05/05/2021 OFFICE BREAKROOM EQ'_ EQ' 3. LOCATE ALL LIGHT FIXTURES,SPEAKERS,LIFE-SAFETY DEVICES AND SIMILAR 10102 103 1'6" CEILING ELEMENTS,ETC.,IN THE CENTER OF CEILING TILE IN BOTH IQ 00 RESTROOM �._ RUN OR ROW,U.N.O. 107 108 4. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL SURFACE MOUNTED LIGHT FIXTURES. HALLWAYRQ. M EQ. EQ EQ 5. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS.SUSPENDED 104 CEILING AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA AND ASCE 7-10 SECTION 13.5.6.AS SUMMARIZED ON SHEET A8.2 EQ. O EQ w 8,-q„ LEGEND ELEMENT TO BE DEMOLISHED 4EXI INTERNALLY ILLUMINATED EXIT SIGNAGE W/BATTERY BACKUP EXI PER IBC SECTION 113,CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING.ARROW=DIRECTION INDICATOR, q 6IF REQUIRED AU TYP. A82 TYP. 1X4 SURFACE MOUNTED LED LIGHT FDCTURE W/WRAP AROUND OPEN OFFICE ACRYLIC LENS 100 NEW 2X4 LAY-IN LED LIGHT FIXTURE,18 CELL PARABOLIC CONFERENCE 109 SEAL: HATCH INDICATES"NIGHT LIGHT'FOR EGRESS ILLUMINATION NOT LE55 THAN 1 PER IBC SECTION 1008.2.1 WITH EMERGENCY POWER PER 1008.3.3 O> NEW DIRECTIONAL RECESSED LED DOWNLIGHT FIXTURE 20114521 REGISTERED EX O NEW RECESSED LED DOWNLIGHT FIXTURE ARCHITECT OFFICE 110 NEW SURFACE MOUNTED PENDANT LIGHT ATE OULIA SEEN F WASHINGT / E EXHAUST FAN(SONE RATING LESS THAN 1.0 SONE) =T- SUSPENDED ACOUSTIC CEILING TILE AND GRID: ARMSTWHITE WITNG,H LASS"A,5/X 4 X SQUARE LAY-"GRID TILE, arvsraMP: WHITE WITH CLASS"A"15/16"EXPOSED"T'GRID SYSTEM, WHITE GWB GYPSUM BOARD CEILING 18 'P A8.2 OPEN TO STRUCTURE REFLECTED CEILING 1 REFLECTED CEILING PLAN A2.2 1/4"=1'-0" 0 2' 4' 8' DAYLIGHT ZONE PLAN (PRIMARY DEPTH=TO WINDOW HEAD HEIGHT,24"BEYOND SCALE:1/4"=1'-0" WIDTH OF WINDOW) (SECONDARY DEPTH=2 TIMES WINDOW HEAD HEIGHT) Proj.No:21.0001410.000 Reviewed By: JS +X-X" INDICATES CEILING HEIGHT ABOVE FINISHED FLOOR A2.2 GENERAL NOTES NELSOK 1. SEE ALSO ENGINEERING DRAWINGS(IF PROVIDED)FOR ADDITIONAL INFORMATION.WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL,MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION Nelco Architecture,Inc. FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION,CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR 1200 Fifth Ave. LIGHTING CONTROLS.SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA. Suite 1300 3. ALL SWITCHES,RECEPTACLES,COVER PLATES AND OTHER ELECTRICAL Seattle,WA 98101 DEVICES SHALL BE WHITE IN COLOR,UON.DEVICES WHICH OCCUR IN STAINED Phone: (206)408-8500 MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR.ALL EXISTING BEIGE SWITCHES,RECEPTACLES,COVER PLATES AND OTHER WWW.NELSONWORLDWIDE.COM ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 4. MULTIPLE SWITCH OR OUTLET DEVICES IN ONE LOCATION SHALL BE INSTALLED IN A COMMON MULTI-GANG BOX WITH A COMMON FACEPLATE, WHERE POSSIBLE.MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS POSSIBLE AND IN-LINE WITH EACH OTHER. 5. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS(I.E.EXHAUST FAN, PROJECTION SCREEN)ARE ADJACENT TO LIGHT SWITCHES,LOCATE LIGHT SWITCHES CLOSEST TO THE DOOR. 6. RECEPTACLES WITHIN 6'OF A WATER SOURCE SHALL BE GFI TYPE. 7. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15"ABOVE FLOOR UON.BALANCE OF DEVICE MOUNTING HEIGHTS ARE SHOWN ON DEVICE ELEVATION DETAIL THIS SHEET,U.N.O. 8. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS,MIN. FROM EDGE OF COVER PLATE,FOR WALL MOUNTED OUTLETS,OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS,WHEN ADJACENT TO A WALL, COLUMN,OR SIMILAR ELEMENTS,UON. 9. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR 1 2 MONUMENT:CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER,LON:GANG COVER PLATES SHALL BE ONE-PIECE TYPE LON. 10. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. 11. CONTRACTOR TO UPDATE LABELS AT ELECTRICAL PANELS. 12. ALL EXISTING ELECTRICAL/TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN.POWER&COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS.REUSE EXISTING ELECTRICAL/TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. 13. FURNITURE SHOWN IS FOR REFERENCE ONLY AND IS NIC. LOCATION OF OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WITH FURNITURE CLIENT: VENDOR. 14. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED.ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS,POWER CONNECTION F TO WORKSTATIONS(WHIPS/BASE POWER INFEEDS)AND DUPLEX RECEPTACLE INSTALLATION.COORDINATE POWER,/VOICE/DATAFURNITURE AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/FURNITURE VENDOR,TYP. LEGEND GAYTEWAY BUSINESS EXIST.WALLS/PARTITION TO REMAIN PARKP.O.BOX 1727 WAREHOUSE NEW PARTITION WALL BELLEVUE,WA 98009 120 � WALL MOUNTED DUPLEX OUTLET:DIED OR HATCH=DEDICATED PRwecr 20A=20 AMP CIRCUIT CC PACKAGING OFFICE TI T=12 HOUR TIMER WALL MOUNTED FOURPLEX RECEPTACLE OUTLET OS -Q WALL MOUNTED VOICE/DATA PORT-(2)VOICE/(2)DATA IN SINGLE GANG BOX,UON [�F 42" 42" Gayteway Business Park,Building C GFI FI OS OCCUPANT SENSING AUTOMATIC CONTROL 19927 67th Ave NE,Arlington,WA OS WOMEN'S MEN'S © NEW CARDREADER,GC TO PROVIDE POWER PATH AND Description: No: Date: OFFICE OFFICE BREAKROOM +42"GFII HALLWAYLG RESTROOM O RESTROOM 0 0 RESTROOM PULL STRING PERMIT SET OS/OS/2021 .i 301 102 - 103 DISP SA4 104 105 107 108 RECEPTACLE OUTLET AND DATA OUTLET-(1)VOICE/(1) FLOOR MOUNTED OUTLET,UON:FLUSH DUPLEX Imo' DATA IN SINGLE GANG BOX,LON . III III S u O BOr P-I FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO P A66L��J0011TdI +42"GFII G ATTACH TO FURNITURE SYSTEM,THROUGH WALL- +42" 0 � � POWER,DATA&VOICE +6"Mi RESTROOM +� FLOOR MOUNTED OUTLET,UON:FLUSH DUPLEX 106 RECEPTACLE OUTLET AND DATA OUTLET WITH FLEXIBLE 42, CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO _ _ j bD \ FURNITURE SYSTEM-POWER,DATA&VOICE �U[_L1 OS ® THERMOSTAT S N NEW OPEN 10 OFFICE 100 CONFERENCE SEAL: 109 -_ ---1 OM emesnne �yI-�6 smoee sruou 4 TnE^^ T^T 20114521 REGISTERED yy WW Ali ARCHITECT S OFFICE +60+60 ii uutTsmrcwoao aewm n LAI 110 O w� a JULIA SEEN dL f$I o�oon w oiEn rosmon- AT OF WASHINGT CITYSTAMP: 3 DEVICE ELEVATION DIAGRAM A2.3 NOT TO SCALE POWER/COMM PLAN Q1 POWER/COMM PLAN 0 2' 4' 8' SCALE:1/4"=1'-0" Proj.No:21.0001410.000 Reviewed By: is A2.3 GENERAL NOTES NELSOK 3 1s 4EQ A5.1 TYP As.l TYP. 1. ALL EXISTING BUILDING COLUMNS,EXTERIOR WALLS,EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN,LION. Nelco Architecture,Inc. (2)EQ. 2'-6" 6'-0"- 2. NEW RESTROOM(S)TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI P-LAM UPPER P-LAM UPPER A117.1 SECTION 603 AS SUMMARIZED ON SHEET AN-3. CABINET/MICROWAVE CABINET F__ AREFRIG SHELF - - 1200 Fifth Ave. MICR Suite 1300 lzIO 1zSeattle,WA 98101 ® 1 P-LAM COUNTERTOP ' ® P-LAM COUNTERTOP Phone: (206)408-8500 &BACKSPLASH KEY NOTES O WWW.NELSONWORLDWIDE.COM - - - P-LAM BASE P-LAM BASE CABINET CABINET RESTROOM ACCESSORY MANUFACTURER:BOBRICK,CL455IC SERIES, BASE AS SCHEDULED BASE AS SCHEDULED LON.STAINLESS STEEL WITH SATIN FINISH T-6"CLEAR 6`0"-(2)EQ. 6'-0"-(4)EQ. 1. WATER CLOSET.REFER TO 604/AN-3. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. WALL MOUNT SINK.REFER TO 606/AN-3. ------ALIGN WITH TOP OF ADJACENT CABINET 11 ELEVATIONS 12 ELEVATIONS 3. SURFACE MOUNTED MIRROR.24X36.REFER TO 603/AN-3. LOW PRESSURE LAMINATE AT CABINET A5.1 1/4"=V-0" A5.1 1/4"=V-0" INTERIOR-WHITE 4. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MIN. 3/4"DOOR W/PLAM.FINISH MOUNTING ZONE.REFER TO 604.7/AN-3. CLEAR PER FINISH PLANS 18 INSIDE A B A5.1 C D 5. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL REFER TO 606/AN-3. • 6. SURFACE MOUNTED TOILET SEAT COVER DISPENSER.REFER TO 606/AN-3. 7. TOILET PARTITION,OVERHEAD BRACED.PLASTIC LAMINATE OR PER TENANT MAX ALLOWABLE STRESSES:VERTICAL OR PULLS:4"WIRE,SATIN STANDARD.REFER TO 604/AN-3. HORIZONTAL FORCE OF 250 POUNDS ALUMINUM/CHROME FINISH 19 APPLIED AT ANY POINT ON THE GRAB ASA / 8 8. RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE,TYP.REFER TO BAR,FASTENER MOUNTING DEVICE OR N OPEN N g LINE OF CABINET SIDE PANEL PTyp 13 NP 606/AN-3. SUPPORTING STRUCTURE. g ~ ~ MICROWAVE SHELF AND ALL EXPOSED 9. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, PARTITION AS SCHEDULED SEE ALSO DETAIL 19/A5.1.PROVIDE BLOCKING AS REQUIRED. z SURFACES,PLAM.FINISH PER ELEVATION q f � 1 � /\ 10. FLOOR DRAIN WITH TRAP PRIMER.12"SQUARE SECTION OF FLOOR TO SLOPE CLIENT: 1'_8" TOWARD FLOOR DRAIN, 1 1/2" ~ CLEAR 11. WALL HUNG URINAL.REFER TO 605/AN-3. 1/4"DIA SHEET METAL SCREWS TO 15 SECTION @MICROWAVE SHELF UNISEX RESTROOM ELEVATIONS 12. MANEUVERING CLEARANCES/CLEAR FLOOR SPACE REQUIRED AT FIXTURE. , r METAL BLOCKING/BACKING A5.1 1"=1'-0" 9 REFER 70 305,404,604/AN-3,TYP. A5.1 1/4"=1'-0" SEE AN-3 FOR MOUNTING HEIGHTS AND RELATIONSHIPS 1 1/2"DIA GRAB BAR 13. WAINSCOT,TYPICAL ALL(4)WALLS,LINO OR SHOWN WITHOUT WAINSCOT IN (1 1/4"MIN TO 2"MAX OUTSIDE DIA) 3/4"DOOR W/PLAM FINISH PER FINISH PLANS 2'1" 5'-0" 18 ELEVATION OR ON FINISH SCHEDULE E CLEAR CLEAR F A5.1 G LOW PRESSURE f1'-1" INTERIOR WHITE MINATE AT CABINET TYP 14. WHITE INSULATION/COVER,SEE 606.6/AN-3. GAYTEWAY BUSINESS a "f MIN. J ; 15. SIGNAGE WITH BRAILLE,REFER TO 703/AN-3. PARK 16 GA METAL STUD BLOCKING W/(1) CLEAR SINGLE 7 �C7>* W MENSOCTRIMCO,528BLUO,529,BLUE,MENS:TRIMCO,527,BLUE,INSIDE 3/4"ADJUSTABLE SHELF W/FINISH TO P.O.BOX 1727 A35 CLIP TOP AND BOTTOM o OR 3/4"FIRE RETARDANT,TREATED MA7CH CABINET INTERIOR �� p, 13 TYP, 16. NEW ACCESSIBLE(HI/LO)DRINKING FOUNTAIN AND CANE DETECTABLE GUARD BELLEVUE,WA 98009 PLYWOOD BACKING FLUSH MOUNTED SHELF E ® (NOT REQUIRED AT RECESSED LOCATION). PRWECT: PROTRUDING ELEMENT STANDARDS OR DRILL FOR PINS 9 -� 6 CC PACKAGING OFFICE TI PLAN,FRP,OR CERAMIC TILE OVER PULLS:4"WIRE,SATIN ALUMINUM/CHROME 2 2 q WATER-RESISTANT GWB FINISH 19 GRAB BAR DETAIL OR PREFABRICATED SHOWER MODULE A5.1 3"=V-0" VALANCE = z f Gayteway Business Park,Building C BRUSHED ALUMINUM o WOMEN'S TOILET ROOM ELEVATIONS 19927 6 Ave NE,Arlington,WA TRIM CAP _� / 7 1 Description:: No: Date: A5.1 1/4"=1'-0" SEE AN-3 FOR MOUNTING HEIGHTS AND RELATIONSHIPS PERMIT SET 05/05/2021 0 3/4"BACKSPLASH W/PLAM FINISH '^ 2'-1"LON TO MATCH COUNTERTOP WAINSCOT W/METAL - 5'-0" 2'-8" 18 TRIM AT SHEET EDGES j v 3/4"COUNTERTOP W/PLAN SELF CLEAR CLEAR H I A5.1 J PER FINISH PLANS EDGE FINISH PER FINISH PLANS TYP. 3 3 _ DRAWER W/FULL DEPTH,FULL 19 7 1 EXTENSION HEAVY DUTY HARDWARE I B \\ P 13P.FLUSH MOUNTED SHELF STANDARDS STRATEGIZE LOCATION OF O 0LAMINATE SEAMS TO MINIMIZE OUTLET MOUNTED IN CABINET AS 6VISIBILITY.LAYOUT SEAMSSCHEDULEDZ / SYMMETRICALLY WHENEVER 1 14 POSSIBLE. vi 3/4"ADJUSTABLE SHELF W/FINISH a ? TO MATCH CABINET INTERIOR o z COVE FLOORING - LOW PRESSURE LAMINATE AT +f RETURN UP WALL CABINET INTERIOR-WHITE DOOR P /PLAM FINISH PER FINIS LANS MEN'S TOILET ROOM ELEVATIONS v A5.1 1/4"=1'-0" SEE AN-3 FOR MOUNTING HEIGHTS AND RELATIONSHIPS AT RESILIENT SHEET FLOOR 3 BASE,AS SCHEDULED SEAL: IB SECTION @ WAINSCOT 13 SECTION @ TYPICAL CABINET 20114521 REGISTERED 15 16 0� 1S ARCHITECT zHUON3/4"BACKSPLASH W/PLAM FINISH 0 C 8 8 TO MATCH COUNTERTOP OS 2 0 O 2 OS ATE OF WASHIULLA SEE NGT v3/4"COUNTERTOP W/PLAM SELF D A5.1 -� Ci EDGE FINISH PER FINISH PLANS A SIN.q G R 2 15 8 2 l CITYSTAMP: FALSE DRAWER FRONT W/PLAM FINISH TO MATCH DOORPULLS:4"WIRE,SATIN8 ALUMINUM/CHROME FINISH 7 7 - 2 I OFFSET DRAIN WITH INSULATION 15 8 1 ��11 \ 10 18 '+ A 4 5 / \) 9 9 12 1 41 LOW PRESSURE LAMINATE AT 5 CABINETINTERIOR-WHITE D A5.1 �•1 �•1 - INTERIOR ELEVATIONS 3/4"DOOR /PLAN FINISH PER O C \ \ F / s 4 4 I FINISHLANS & DETAILS S Proj.No:21.0001410.000 Reviewed By: JS 3" BASE,AS SCHEDULED 12 SECTION @ SINK BASE ENLARGED TOILET ROOMS m 1/4"=V-0" A5. 1 1/2" ROOM SIDE NELSOK DRYWALL SCREW, DOOR/RECITE SCHEDULE EXISTING (1)NEXT TO EACH BUILDING STANDARD CONCRETE TILT-UP WALL PANEL RETAINER CLIP FRAME W/METAL STOP OPENINGS FRAMES DETAILS Nelco Architecture,Inc. BACKER ROD AND SEALANT, DOOR ROOM SIZE FIRE HOWE DOOR BOTH SIDES,TYP. # NAME TYPE (WxH) THICK. MATERIAL GL INSUL RATING TYPE FINISH TYPE MATERIAL FINISH HEAD JAMB SILL REMARKS RAIN DRIP HM DOOR FRAME GROUT FILLED 100 ENTRY STOREFRONT EXISTING - - TG - - EXIST EXIST - EXISTING EXISTING - - - EXTERIOR 1200 Fifth Ave. Suite 1300 101 OFFICE F T-O"X 7'-0" 13/4" WOOD TG - - B CLEAR 4 METAL FF 3/A6.1&4/A6.1 2/A6.1&S/A6.1 6/A6.1&4/A6.1 Seattle,WA 98101 102 OFFICE F 3'1"X T-O" 13/4" WOOD TG - - B CLEAR 4 METAL FF 3/A6.1&4/A6.1 2/A6.1&5/A6.1 6/A6.1&4/A6.1 Phone: (206)408-8500 GLASS,SEE WWW.NELSONWORLDWIDE.COM HM DOOR DOORSCHEDULE 103 BREAKROOM N 3'-0"X7'-0" 13/4" WOOD TG - - F CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1 DOUBLE METAL STUDS PASSAGE SIDE 104 OFF.TO WH N Y-O"X 7'-0" 13/4" WOOD TG - - H CLEAR 1 METAL FF 10/A6.1 10/A6.1 6/A6.1 EACH SIDE 105 RESTROOM F 3'1"X 7'-0" 13/4" WOOD - - - I CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1 10 EXT. DOOR HEAD - HM r51 SIDELIGHT/RELITE JAMB 106 RESTROOM F Y-O"X7'-O" 13/4" WOOD I CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1 A6.1 ViewportScale A6.1 Viewport5cale 107 WOMEN'S RR F 3'-O"X T-O" 13/4" WOOD - - - D CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1 108 MEWS RR F 3'-0"X 7'-O" 13/4" WOOD - - - D CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1 X WALL TYPE AS SCHEDULED 1D9 CONFERENCE F 3'1"X 7'41" 13/4" WOOD TG E CLEAR 4 METAL FF 3/A6.1&4/A6.1 2/A6.1&5/A6.1 6/A6.1&4/A6.1 SEAT,TYP 110 OFFICE F T-O"X 7'-0" 13/4" WOOD TG - - B CLEAR 4 METAL FF 3/A6.1&4/A6.1 2/A6.1&5/A6.1 6/A6.1&4/A6.1 20 GA.STEEL STUDLAN CORNER BEAD TYP. HEAD ANCHOR CUP DOOR AS SCHEDULED GUSS,SEE DOOR AND ELITE SCHEDULE INT. STOREFRONT HEAD/JAMB A6.1 ViewportScale TIMELY STEEL FRAME CLIENT: PREFINISHED,KNOCK DOWN W/METAL STOP FINISHED FLOOR,SEE FINISH SCHEDULE WALL TYPE PS SCHEDULED DOOR TYPES FRAME TYPES DOOR SCHEDULE NOTES X VI UNO 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF IBC 1010.1.9 AND ANSI PER DOOR SCHEDULE PER DOOR SCHEDULE PER SCHEDULE PER SCHEDULE '� Y Y A117.1 SECTION 404,AS SUMMARIZED ON AN-3. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; STEEL RUNNER 4 SIDELIGHT HEAD/ TG 2. ALL DOORS TO SILL-TIMELY LEVER STYLE HANDLE,CLEAR WIDTH,CLOSING SPEED,DOOR OPENING FORCE,ETC.GC TO REPLACE DOOR HARDWARE AS REQUIRED. DRYWALL SCREW,(1)NEXT TO A6.1 Viewportscale BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A Al 1 -::�EACH RETAINER CLIP KEY OR SPECIAL EFFORT. GAYTEWAY BUSINESS -jj� 3. AT THE MAIN EXTERIOR DOOR,LOCKS&LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS PARK STEEL CASING WITH HEAT READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON TREATED CASING RETAINER CLIP o o OR ADJACENT TO THE DOOR STATING:'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS y �uTE P.O.BOX 1727 X WALL TYPE AS SCHEDULED i i OCCUPIED".THE SIGN SHALL BE IN LETTERS 1"HIGH ON A CONTRASTING BACKGROUND&MEET TIMELY STEEL FRAME o o yi REQUIREMENTS OF IBC 1010.1.9.3 LOCKS&LATCHES. BELLEVUE,WA 98009 PREFINISHED,KNOCK DOWN STEEL RUNNER g g w w 4. NEW EXTERIOR DOORS TO BE STEEL,20 GAUGE,FULL FLUSH WITH FIBROUS HONEYCOMB CORE,BAKED DRYWALL SCREW,(1)NEXT TO v ON PRIMER.EXTERIOR DOOR FRAMES TO BE STEEL,18 GAUGE WITH 2"FACES AND 5/8"STOPS FORMED PRWECT: DOOR SILENCERS OR SMOKE SEAL EACH RETAINER CLIP INTERNAL CORNERS MITERED,WELDED AND GROUND SMOOTH,BAKED ON PRIMER,LION. CC PACKAGING OFFICE TI 5. NEW STOREFRONT/ENTRANCE TYPE EXTERIOR DOORS TO BE 2"X4 1/2",CENTER GLAZED,MEDIUM STILE, DOOR AS SCHEDULED STEEL CASING WITH HEAT THERMALLY BROKEN,ALUMINUM STOREFRONT.KAWNEER OR APPROVED EQUAL.FINISH TBD OR TO 14 w INT. DOOR HEAD-TIMELY TREATED CASING RETAINER CLIP F(FLUSH) N(NARROW CITE DOOR) 1 4 MATCH EXISTING ADJACENT. 6. NEW INTERIOR DOORS TO BE BUILDING/OWNER STANDARD:SOLID CORE,WOOD,UNIFORM WHITE A6.1 ViewportSule BIRCH,ROTARY CUT,NATURAL,CLEAR#00 FINISH.NEW INTERIOR DOOR FRAMES TO BE TIMELY STEEL FRAME BUILDING/OWNER STANDARD:KNOCK DOWN(TIMELY,MITERED OR EQUIVALENT)STYLE,FACTORY PREFINISHED,KNOCK DOWN FINISH,BLACK.ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM,CLEAR ANODIZED FACTORY FINISH Gayteway Business Park,Building C DOOR SILENCERS OR SMOKE SEAL (WESTERN INTEGRATED,SERIES 300,1"SQUARE TRIM OR EQUIVALENT). 19927 67th Ave NE,Arlington,WA 7. IG INDICATES INSULATED GLAZING,TYP. Description: No: Date: DOOR AS SCHEDULED 8. TG INDICATES TEMPERED GLAZING,TYP. 9. TIG INDICATES TEMPERED,INSULATED GLAZING,TYP. PERMIT SET 05/05/2021 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED&LABELED WITH ITS INT. DOOR HEAD MAX.U-FACTOR OF 0.38&SOLAR HEAT GAIN,COEFFICIENT OF 0.40,PER WSEC SECTION C303.1.3 -TIMELY (RATING DETERMINED BY AN ACCREDITED,INDEPENDENT LABORATORY,LABELED AND CERTIFIED BY A6.1 ViewportScale THE MANUFACTURER). 11. DOORS OPENING INTO SEMI-HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U-FACTOR. X WALL TIDE AS SCHEDULED 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC C402.4.6. 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 14. ALL DOOR HARDWARE PACKAGES TO BE COMMERCIAL GRADE,SATIN CHROME FINISH(US26D)AND INCLUDE WALL/FLOOR STOPS,SILENCERS,HINGES,ETC. 20 GA STEEL STUD STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME DOOR HARDWARE NOTES nE��PREFINISHED,KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL TYPE A: EXTERIOR ENTRANCE TYPE LOCKSET,CLOSER,WEATHER STRIPPING,SURFACE APPLIED DOOR SWEEP DOOR AS SCHEDULED TYPE B: OFFICE TYPE LOCKSET TYPE C: OFFICE TYPE LOCKSET,CLOSER,WEATHER STRIPPING,SURFACE APPLIED DOOR SWEEP INT. DOOR JAMB-TIMELY TYPED: PUSH/PULL,CLOSER TYPE E: PASSAGE SET A6.1 Viewporscale TYPE F: PASSAGE SET,CLOSER SEAL: TYPE G: STOREROOM LOCKSET,CLOSER TYPE H: STOREROOM LOCKSET,CLOSER,WEATHER STRIPPING,SURFACE APPLIED DOOR SWEEP DOOR TYPE I: PRIVACY WITHIN USE'INDICATOR TYPE K: CARD READER WITH KEY OVERRIDE,FAIL SAFE,UNLOCKED ON PRIVATE OR FREE SIDE OF DOOR O STOREROOM ALLOW FOR FREE EGRESS,CLOSER A FLOOR FINISH MAIL 20114521 SAME ON BOTH TYPE L: STOREROOM LOCK ON ACTIVE LEAF,DUMMY LEVER ON INACTIVE LEAF,MANUAL FLUSH BOLTS REGISTERED SIDES OF OPENING CARPET OVER PAD.IF CARPET TILE AT TOP AND BOTTOM ARCHITECT (1/4")OR WALK-OFF MAT(5/8")- TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET.CLEAN AND ADJUST EXISTING HINGES FLOAT FLOOR AS REQUIRED FOR AND CLOSER,ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS(ANSI 117.1, Q.DOOR AND TRIM LEVEL TRANSITION-REFER ALSO SECTION 404),NEW WEATHERSTRIPPING JULIA SEEN TO GENERAL NOTES TYPE N: DUMMY LEVERS AND ROLLER CATCHES ON BOTH LEAFS ATE OF WASHINGT RESILIENT FLOOR MATERIAL DOOR DOOR 3/8'x1-1/2"BRUSHED ALUM. CITYSTAMP: © TRANSITION STRIP O ANGLE SECURED TO SLAB CPT REDUCER STRIP TO MATCH RUBBER BASE TUI� ((DOOR AND TRIM TILE QDOOR AND TRIM CARPET/CARPEr TILE CONCRETE SLAB OR CONCRETE SLAB RESILIENT FLOOR MATERIAL DOOR DOOR © TRANSITION STRIP CPT O [7�F TRANSITION STRIP REDUCER STRIP TO MATCH RUBBER BASE DOOR SCHEDULE ([DOOR AND TRIM CARPEr/01RPEr TILE Q,DOOR AND TRIM TILE Proj.No:21.0001410.000 Reviewed By: JS 6 SILL FLOOR TRANSITION A6.1 ViewportScale A6. 1 ROOM FINISH SCHEDULE NELSOK FLOOR BASE WALLS CEILING Nelco Architecture,Inc. ROOM ROOM NORTH EAST SOUTH WEST REMARKS # NAME SUBSTRATE MATERIAL FINISH FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL HEIGHT 1200 Fifth Ave. Suite 1300 100 OPEN OFFICE EXIST SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t9'-0"AFF Seattle,WA 98101 Phone: (206)408-8500 101 OFFICE EXIST SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t9'-0"AFF WWW.NELSONWORLDWIDE.COM 102 OFFICE EXIST SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t9'-0"AFF 103 BREAKROOM EXIST SOG VCT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t9'-0"AFF 105 RESTROOM EXIST SOG R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB t8'-0"AFF 106 RESTROOM EXIST SOG R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB t8'-0"AFF 107 WOMEN'S RESTROOM EXIST SOG R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB t8'-O"AFF 108 MEN'S RESTROOM EXIST SOG R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB t8'-0"AFF 109 CONFERENCE EXIST SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t9'-O"AFF 110 OFFICE EXIST SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t9'-0"AFF FINISH SPECIFICATIONS: ROOM FINISH GENERAL NOTES: FLOOR FINISHES: WALL FINISHES: WALL BASE: 1 SPeaFICATIONs RE NOT SUBJECT TO'O EQUAL'SUBSTITUTIONS U.N.O.THE CTIONS IDENTIFIED IN LEGENDS,SCHEDULES,AND FLOOR FINISH 70 BE CPT-1,UON WALL FINISH TO BE PT-1,LON WALL BASE TO BE B-1,UON CONTRACTOR AND SUBCONTRACTORS SHALL SUBMIT PRODUCTS AND FINISHES BROADLOOM OR PAINT L) A INDICATED IN THE DOCUMENTS. CPT THAW CONTRACTOR GROUP P'T SH RWINWILLIAMS,LL TBD RESILI6 BD ROPPEENT B 4S'E 2 NCTIFY DISCONTINUED ED AT FSCHEDULED EARLIEST OPPORTUNITY SUCH THAT A SUBSTITUTION OR ION FRP FRP(WAINSCOT) CAN BE SELECTED WITHOUT JEOPARDIZING THE CONSTRUCTION SCHEDULE. eR RESILIENT SHEET FLOORING ; WHITE MILLWORK FINISHES: 3. REFER TO THE MATERIAL SCHEDULE FOR MANUFACTURER,PRODUCT/SNLE cuemr I RMSTRONG,CONNECTION CORLON NAME,COLOR SPECIFICATION. TBD pL PLASTIC LAMINATE(BASE&/OR UPPER) 4. INSTALL ALL FINISH MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S TBD RECOMMENDED SPECIFICATIONS,SURFACE PREPARATION,ADHESIVES AND VCT VCT BACKINGS: INCLUDING WALLCOVERINGS,COATINGS,FLOORING MATERIALS, 1 RMSTRONG,STANDARD EXCELON LAMINATES,ETC. r r TBD PL PLAS TBD TIC LAMINATE(COUNTERTOP) 5. PREPARE ALL SURFACES TO RECEIVE NEW FINISH SCHEDULED,TYPICAL THROUGHOUT.CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW-CUT AND ' SDT SDT 2 PATCHED. 1 TARMSTRONG,STATIC DISSIPATIVE TILE 6. ALL WALLS PL PLASTIC LAMINATE(TOILET 7, RUBBER BASER,6--1 THROUGHOUT,UON.ISTING AND NEW)TO BE PBASE SHALL RUN CONTINUOUSLY. q PARTITIONS) 8. CARPET,CPT-1 THROUGHOUT,UON. GAYTEWAY BUSINESS SLR SEALED CONCRETE TBD 9. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT-1,LATEX WITH FLAT FINISH, EXISTING,CLEAR UON.TOILETROOM GWB CEILINGS AND SOFFITS TO BE PT-1,LATEX ENAMEL PARK WITH SEMI-GLOSS FINISH,UON. 10. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES,CEILING TILE AND GRID P.O.BOX 1727 SPECIFICATIONS. BELLEVUE,WA 98009 11. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECIEVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. —JECT 12. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND CC PACKAGING OFFICE TI COFFEE AREA SHALL RECEIVE ONE(1)COAT OF LATEX SEMI-GLOSS ENAMEL OVER ONE(1)COAT OF PVA SEALER. 13. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING,UNO.REFER TO FINISH LEGEND FOR EXCEPTIONS. 14. LEVEL 2/FIRETAPE FINISH ON WAREHOUSE SIDE OF OFFICE TI,UNLESS NOTED OTHERWISE. Gayteway Business Park,Building C 15. ALL PAINT MATERIALS,PREPARATION AND WORKMANSHIP SHALL CONFORM TO 19927 67th Ave Arlington,WA REQUIREMENTS OF THE ve NE,OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING 9 SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE.THE PAINTING Description: No: Date: SUBCONTRACTOR SHALL ENSURE THAT ALL PAINTS COMPLY WITH THE MUNICIPAL&STATE CODES AND BUILDING REGULATIONS FOR LOW VOC PERMIT SET 05/05/2021 EMISSIONS. 16. REFER TO DOOR SCHEDULE SHEET A6.1 FOR DOOR AND DOOR FRAME FINISHES. 17. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED,COLOR TO MATCH ADJACENT WALL SURFACE. 18. PLASTIC LAMINATE,PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS,LON.PLASTIC LAMINATE PL-2 AT ALL COUNTERTOPS AND BACKSPLASHES,UON. 19. REFER TO THIS SHEET FOR FINISH LEGEND&SCHEDULE. 20. FLOOR MATERIAL TRANSITIONS AT DOOR OPENINGS ARE TO BE CENTERED BELOW THE DOOR IN THE CLOSED POSITION,UNLESS NOTED OTHERWISE.SEE ALSO TRANSITION DETAILS THIS SHEET. 21. PROVIDE TRANSITION STRIPS AT ALL FLOORING MATERIAL CHANGES,UNLESS NOTED OTHERWISE PER 6/A6.1.RESILIENT TRANSITION STRIPS TO MATCH BASE COLOR U.N.O.WHEN PROVIDED,REFER TO PLAN FOR ADDITIONAL DETAIL LOCATIONS. 22. WHERE FLOOR FINISH THICKNESS REQUIRES,FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0"OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20(WHICHEVER IS GREATER)TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. 23. ACCESS PANELS,VISIBLE COVES OR ENCASEMENTS,VISIBLE ELECTRICAL PANELS,ETC.TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 24. ALL INTERIOR WALL&CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS A MATERIAL CLASSIFICATION;FLAME SPREAD RATING 0 TO 25,SMOKE DEVELOPED 200.ALL INTERIOR WALL AND CEILING FINISHES AND TRIM IN NON PUBLIC AREAS TO COMPLY WITH CLASS B MATERIAL CLASSIFICATION;FLAME SPREAD RATING 26-75,SMOKE DEVELOPED 450,PER IBC CHAPTER 8. SEAL 25. PROVIDE ALTERNATE PRICE TO PROVIDE NEW WINDOW BLINDS(1",METAL MINI BLIND,STANDARD COLOR)AT ALL EXTERIOR WINDOWS. 20114521 REGISTERED ARCHITECT JULIA SEEN ATE OF WASHINGT CITY STAMP: FINISH SCHEDULE Proj.No:21.0001410.000 Reviewed By: JS A6.2 PARTITION STUD SCHEDULE NELSOK 1. INTERIOR PARTITIONS(NON-LOAD BEARING) • VERIFY SIZE,GAUGE AND SPACING WITH STUD MANUFACTURER AND/OR INSTALLER Nelco Architecture,Inc. • BASIS OF DESIGN:LATERAL LOAD=5 PSF,DEFECTION LIMIT=L/240 WITH GWB FINISH BOTH SIDES OF WALL OR 1 1/2"X 20 GA STRAP BRACING @ 48"OC WITH 2#10 SCREWS EACH STUD ON ONE SIDE OF WALL HEIGHT OF WALL STUD SIZE&GAUGE SPACING 1200 Fifth Ave. UP TO 15'HIGH 3-5/8"xl 5/8",18 GA SS 24 OC MAX Suite 1300 15"0"to 24"-9" 6"x 1 5/8",18 GA SS 24"OC MAX Seattle,WA 98101 24'-9"to 32"-0" 6"x 2",16 GA SS 16"OC MAX Phone: (206)408-8500 32'-0"to 42"-0" 8"x 2",14 GA SS 16"OC MAX WWW.NELSONWORLDWIDE.COM BRACE:8"METAL STUD OR 3/4"DIA. SOUND BAIT INSULATION RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE.ALTERNATE DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND,SCREW TO TOP _ TRACK OF PARTITION W/SELF TAPPING SHEET METAL SCREW,SCREW OTHER 6"20 GA CEILING JOISTS @ 24"OC- - END TO UNDERSIDE OF STRUCTURE MAX 1/2"DEFLECTION(L/240) ABOVE CLIENT: CEILING PER PLAN WATER RESISTANT GWB CEILING 20 GA 6"CEILING JOISTS @ 24"OC W/ SOUND BATT INSULATION-MAX 1/2" WATER RESISTANT GWB OVER 6"x DEFLECTION(L/240) 1-5/8",25 GA MTL STUD @ 24"OC MAX ROOF HAS BEEN RECENTLY 1/2"DEFLECTION(L290) UPDATED-NEW IS"OF ISO � 5/8"GWB OVER 3-5/8"X 1-5/8"25 GA OVER EXISTING R19(R-27.5 AVG) R.R.. R.R.. R.R.. OFFICE METAL STUDS @ 24"OC W/SOUND BATT INSULATION EXISTING ROOF DECK AND STRUCTURAL SOUND BAIT INSULATION MEMBERS METAL STUD R NER GAYTEWAY BUSINESS PARTITION W/MN NIMUMh1E LONG GAUGE AS CEILING PER PLAN " PARK FLANGES ATTACHED TO EXISTING CONC METAL STUD RUNNER ATTACHED TO SLAB WITH POWER-DRIVEN FASTENERS EXISTING CONC.SLAB W/5/32"DIA P.O.BOX 1727 AT 24"OC-HILTI"X-DNI"PINS,1" LOW-VELOCITY POWER-DRIVEN BELLEVUE,WA 98009 PENETRATION MINIMUM WITH 7/8"DIA FASTENER W/1 1/4"PENETRATION MIN, WASHERS. 1g^OC PROJECT: ICC-ES REPORT NO ESR-1663 CC PACKAGING OFFICE TI RR PLUMBING WALL 5 RR/OFFICE PARTITION '� A R-21 BATT INSULATION STICK PINNED TO SIM:USE WALL TYPE 1 STUD SIZE&TYPE CONCRETE WALL WITH CONTINUOUSLY TAPED WHITE VINYL FACED VAPOR BARRIER ABOVE FURRING EXISTING ROOF DECK GayteWay Business Park,Building C CHANNEL SHAPE,FABRICATED FROM MIN 3-5/8"x 1-5/8",25 GA METAL STUD WALL 19927 67th Ave NE,Arlington,WA EXISTING ROOF DECK 7 C25 GA CORROSION-PROTECTED STEEL,MIN z TIE-BACK BRACE @ 48"O.C. WIDTH TO ACCOMMODATE STUD SIZE, Description: No: Date: CHANNEL SHAPE,FABRICATED FROM MIN 25 WITH 1"LONG LEGS,ATTACHED TO , GA CORROSION-PROTECTED STEEL,MIN STRUCTURE 24'O.C.MAX. .. fg PERMIT SET OS/OS/2021 WIDTH TO ACCOMMODATE STUD SIZE,WITH GONtRETE° R BAIT INSULATION TILT-UP SUSPENDED ACOUSTICAL CEILING 1"LONG LEGS,ATTACHED TO STRUCTURE 24" EXISTING TING STEEL GIRDER PANEL^ O.C.MAX. 5/8"GWB,OVER MTL.STUDS @ 24"O.C. >< • 5/8"GWB OVER 3-5/8"X 1-5/8"20 GA METAL MAX DEFLECTION(1/240)ON SIDE OF STUD FURRING @ 24"OC MAX 1/2" EXISTING STEEL GIRDER GIRDER OPPOSITE OF CONDITIONED SPACE DEFLECTION(L240)W/R-13 BATT INSULATION W/FSK-25 VAPOR BARRIER CONDITIONED SEMI-CONDITIONED FACE,FACING WARM SIDE 5/8"GWB,OVER MTL.STUDS @ 24"O.C.MAX SPACE WAREHOUSE OFFICE DEFLECTION(1/240) SLOTTED'SLIPTRACK"OR EQUAL FOR DEFLECTION p SEMI-CONDITIONED WAREHOUSE,BOTH i SIDES CUT STUD SHORT 0.65" SLOTTED"SLIPTRACK"OR EQUAL FOR w DEFLECTION DRYWALL SCREWS HELD BACK 3.5"FROM SLIPTRACK FOR MOVEMENT 9 R-J3 BATT INSULATION BETWEEN EXISTING CONCRETE PANEL AND FURRING _CUT STUD SHORT 0.65" ALTERNATIVE:WHEN OPEN WEB STRUCTURE METAL STUD RUNNER SAME GAUGE ASPARTITION W/MINIMUM 1"LONG FLANGES DRYWALL SCREWS HELD BACK 3.5"FROM ATTACHED TO EXISTING CONC SLAB WITH SLIPTRACK FOR MOVEMENT 3/4" 2" 3/4" POWER-DRIVEN FASTENERS AT 24"OC- HILTI"X-DNI"PINS,1"PENETRATION MINIMUM WITH 7/8"DIA WASHERS. ALTERNATIVE:WHEN OPEN WEB STRUCTURE ICC-ES REPORT NO:SR-1663 PERIMETER FURRING �) SEAL: EXISTING ROOF 2 ECK EXISTING STRUCTURAL MEMBER-WOOD SEE ALTERNATE ABOVE WHEN OPEN WEB STRUCTURE STRUCTURE/ BRACE:8"MIN 25GA METAL STUD OR 3/4"DIA RIGID METAL 20114521 3/4 3/4" 8"X 2"14 GA COMPENSATION CHANNEL EXTERIOR CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. REGISTERED W/2#10 X 3"SCREWS OR 600T250-68 WALL/RR WALL FLATTEN END AND BEND,SCREW TO TOP TRACK OF ARCHITECT DEFLECTION TRACK W/OR 6OOT2 SCREWS @ PARTITION W/SELF TAPPING SHEET METAL SCREW,SCREW EXISTING ROOF DEC EXISTING ROOF DECK/STRUCTURAL MEMBER, HILTI X-ZF20THP OTHER END TO UNDERSIDE OF STRUCTURE ABOVE OR TO A 3 STRUCTURAL WALL OR FRAMED WALL WITH HARD LID JULIA SEEN EXISTING STRUCTURAL MEMBER-WOOD SCREWS STAGGERED AT A MAXIMUM OF 24" W/�4"M FRA ING. AT OF WASHINGT SEE ALTERNATE ABOVE WHEN OPEN WEB STRUCTURE OC,SIZE PER SSMA RECOMMENDATIONS EMBEDMENT q5 NOTE:A PERPENDICULAR 2-F-T MtN' SUBSTITUTE FOR AINTERSECTING LL MAY R RIGID BRACE. 8"x 2"14 GA TRACK W/2#10 X 3"SCREWS 1"MIN GAP(SLIP TRACK) SELF-TAPPING 5/8"GWB BOTH SIDES OR SCREWS SPACE BRACE AT 8'-0"OC MAX. MIN GAP SLIP TRACK IN LIEU OF GWB ON INSIDE FACE,PROVIDE 1 1/2" NOTCH CEILING ALTERNATE DIRECTION(180°) CITVSTAMP: ( ) X 20 GA STRAP BRACING @ 48"OC WITH 2#10 TILE AS REQ'D EVERY OTHER BRACE OR PER SCREWS EACH STUD,LEVEL 2(FIRE TAPE)FINISH PROVIDE AT ALL LOCAL JURISDICTION COMPENSATION CHANNEL @ EXISTING ROOF DECK/ ON WAREHOUSE SIDE,FINISH AS SCHEDULED ON PARTITIONS STRUCTURAL MEMBER,SCREWS STAGGERED AT A MAX OFFICE SIDE SOUND BATT INSULATION IN WALL OF 24"OC,SIZE PER SSMA RECOMMENDATIONS R10 CONTINUOUS RIGID INSULATION SUSPENDED AND SPANNING PARTITION ABOVE w ACOUSTICAL CEI CEILING WHERE INDICATED 5/8"-TYPE X'GWB BOTH SIDES OVER STUD SIZE, > (ATTACHED TO SCREW TO TRACK WITH(2)#10 p SUSPENDED ACOUSTICAL CEILING > GAUGE AND SPACING PER SCHEDULE,MAX 1/2" STRUCTURE ABOVE) p SELF-TAPPING SCREWS DEFLECTION(1-240). WHSE R-13 BATT INSULATION W/FSK-25 VAPOR GWB VERTICAL JOINTS CENTERED OVER 8"STUDS AND BARRIER FACE,FACING WARM SIDE "L"METAL TRIM AT STAGGERED ONE STUD CAVITY ON OPPOSITE SIDE OF TOP OF WALL,TYP OFFICE OFFICE METAL STUD RUNNER SAME GAUGE AS OFFICE STUD SIZE,GAUGE AND SPACING PER SCHEDULE, STUD.LEVEL 2(FIRE TAPE)FINISH. PARTITION W/MINIMUM 1"LONG WALL TYPES 1/2"DEFLECTION(L/240) METAL STUD RUNNER SAME GAUGE AS PARTITION GWB OVER 3-5/8"x 1-5/8", FLANGES ATTACHED RI EXISTING FCONC ASTENERS W/MINIMUM 1"LONG FLANGES ATTACHED TO METAL STUD RUNNER SAME GAUGE AS PARTITION 25 GA MTL STUD FRAMING SLAB WITH POWER-DRIVEN FASTENERS EXISTING CONC SLAB WITH POWER-DRIVEN W/MINIMUM 1"LONG FLANGES ATTACHED TO @ 24„OC AT 24"OC-HILTI"X-DNI'PINS,1" FASTENERS AT 24"OC-HILTI"X-DNI"PINS,1" EXISTING CONC SLAB WITH POWER-DRIVEN r PENETRATION MINIMUM WITH 7/8"DIA PENETRATION MINIMUM WITH 7/8"DIA WASHERS. FASTENERS AT 24"OC-HILTI'0(-DNI"PINS,H WASHERS. PENETRATION MINIMUM WITH 7/8"DIA WASHERS. Proj.No:21.0001410.000 Reviewed By: JS IOC-ES REPORT NO ESR-1663 ICC-ES REPORT NO ESR-1663 ICC-ES REPORT NO ESR-1663 TENANT DEMISING WALL n OFFICE DEMISING INTERIOR PARTITION SIM:PROVIDE WALL INSULATION ABOVE CEILING 1A: PROVIDE SOUND BATTS IN WALL ONLY I� . TO FILL GAP IN ENVELOPE PERIMETER BETWEEN CEILING HEIGHTS 1B: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0"EACH SIDE OF PARTITI N NELSON GL Nelco Architecture,Inc. 1200 Fifth Ave. Suite 1300 EXISTING CONCRETE PANE Seattle,WA 98101 Phone: (206)408-8500 PARTITION TYPE AS WWWAELSONWORLDWIDE.COM SCHEDULED PEI PLAN ° FIELD VERIFY EXISTING STOREFRONT SYSTEM WINDOW TREATMENT, WHERE OCCURS LINE OF WALL BEYOND GLAZING PER ELEVATIONS 1$ TYP. WINDOW HEAD A8.2 1 1/2"=1'-0" EXISTING GLAZING LINE OF WALL BEYOND CAULK WINDOW TREATMENT, CLIENT: � WHERE OCCURS GWB SILL EXISTING STOREFRONT SYSTEM _.,..... FIELD VERIFY PARTITION TYPE AS SCHEDULED GAYTEWAY BUSINESS PARK ° ® < EXISTING CONCRETE PANE P.O.BOX 1727 BELLEVUE,WA 98009 PRO ECT: CC PACKAGING OFFICE TI 17 TYP. WINDOW SILL A$.2 1 1/2"=V-0" GaytewayCEILING NOTES 1992767 BusinessPark,9un,Wding C 19927 67th Ave NE,Arlington,WA WHEN INSTALLED IN THE BUILDIING THERMAL ENVELOPE,LIGHT FIXTURE PER: 2015 INTERNATIONAL BUILDING CODE(IBC)SECTIONS 803.9,808 AND 1613.1,AMERICAN SOCIETY FOR Description: No: Date: SHALL BE IC RATED AND LABELED AS TESTING AND MATERIALS(ASTM)C635 AND ASTM 0636(REFERENCED IN IBC 808).AMERICAN SOCIETY OF CIVIL PERMIT SET 05/05/2021 HAVING AN AIR LEAKAGE RATE OF NOT ENGINEERS(ASCE)7-10 SECTION 13.5.6(REFERENCED IN IBC 1613.1). MORE THAN 2.0 CFM WHEN TESTED IN GENERAL RECOMMENDATIONS ACCORDANCE WITH ASTM E 283 AT A A. REFERENCED SOURCES PER HIERARCHY:20151NTERNATIONAL BUILDING CODE(IBC),AMERICAN SOCIETY OF CIVIL ENGINEERS(ASCE 1.57 P$F PRESSURE DIFFERENTIAL. 7-10),PMERICAN SOCIETY OF TESTING MATERIALS LASTM C 05,ASTM C 636,ASTM E 580/E 580M),AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCDN LASSOCIATION(OSCA). B. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PAATRINS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO TIE STRUCTURE.BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM.SOURCE:ASCE 7-10 SECTION 13.5.8.1 C. ALL MAIN BEAMS ARE TO BE HEAVY DULY(HD).SOURCE:ASTM E580 SECTION 5.1.1 D. CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE AM EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS.SOURCE ASTM E580 SECTION 1.4 E. THESERECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED CNPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS.SOURCE:ASTM Ell SECTION 3.2 F. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES.TWBCIE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER.SOURCE:ASTM C636 SECTION 2.3.4 G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.SOURCE:ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING H. CEIL[NGSCONSTRUCTED OF SCREW-OR-NAIL-ATTACHED GYPSUM BOARD ON ONE LEVELTHATARE SURROUNDED BYANDCONNECED M WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE:ASCE 7-10 SECTION 13.5.6.2.2 EXCEPTION 2,ASTM E580 SECTION 12 I. CEILING AREAS OF 1000 M OR LE55 SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS.SOURCE:ASTM E580 SECTION 1.6 O O ]. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER(MAXIMUM)AND BEGIN NO FARTHER THAN 6 FEET FROM WALES.SOURCE: ASTM E580 SECTION 5.2.8.2 $ K. SEISMIC SPLAY WIRES ARE TO BE FIXER 12 GAGE WIRES ATTACHED TO THE MAIN BEAM.WIRES ARE ARRAYED 90"FROM EACH OTHER#12 GA VERTICAL WIR $' AND AT AN ANGLE NOT EXCEEDING 45"FROM THE PLANE OF THE CEILING.SOURCE:ASTM Ell SECTION MAX. MAX. L. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A HORIZONTAL STRUT TYPICAL DESIGN LOAD OF NOT L T N 20D POUNDS OR TIE ACTUAL DESIGN LOAD,WITH A SAFETY FACTOR OF 2,WHIOHEVER IS GREATER. CONTINUOUS GASKET OR CAULK, SOURCE:CISCA ZDNES 3-4 TYPICAL ALL(4)SIDES M. SPLAY WIRES ARE TO E WITHIN 21NCHE5 OF TIE CONNECTION OF THE VERTICAL STRUTTO SUSPENDED CEILING.SOURCE:ASTM Ell SECTION 52.8.2 SUSPENDED ACOUSTICAL N. RIGID BRACING MAY BE USED IN LIEU OF SPIRY WIRES.SOURCE:ASTM ESRE SECTION 5.2.8.4 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE.SOURCE:ASTM E500 CEILING SECTION 51.8.2 P. THE VERTICAL STRUT MAY BE EMT CONDUIT,METAL STUDS OR A PROPRIETARY COMPRESSION POST. SEAL: ACP PROVIDE 3/4" 6 LIGHT SECTION WALL MOLDINGS 1/8"POP RIVET SPACE OPPO 3 N Q. WALL MOLDINGS(PERIMETER CLOSURE ANGLES)ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2INCHES WIDE.ONE END OF THE @ ALL MEMBERS MAIN RUNNER OR CROSS TEE WALL A$•2 1 1/2"=1'-O" FREE TO SLIDCER.LUGGRUDE SOURCE:ASTM E580 SECTION 5.2.2,MOLDING, THE ZOTHER END SHALL HAVE A'/.INCH CLEARANCE FROM THE WALL AND ONE WALL SPREADER BARS PARTITION AS SCHEDULED R. TERMINAL ENDS OF MAIN RUNNERS AND CRESS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO WALL ANGLE PREVENTLL.SO RC SPREADING.STABILIZER BARS,CROSS TEES OR OTHER MEANS TO PREVEM SPREADING SHALL OCCUR WITHIN B IN.OF 20114521 MTL STUD EACH WALL.SOURCE:DING ESBU SECTION 5.2.9 REGISTERED COMPRESSION STRUT S. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES.SPREADER BARS ARCHITECT FOR SIZE I NO SEE ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 81NCHES OF TIE PERIMETER WALL. HANGER(SUSPENSION)WIRES SCHED BELOW.ATTACH T. HANGER AND PERIMETER WIRES MUST BE PWMB WITHIN 1 IN 6 UNLESS(FIGURE SA)COUNTER SLOPING WIRES ARE PROVIDED. 4-#12 GA SEISMIC SPLAY BRACE WIRES @ PURLIN ABOVE W/ SOURCE ASTM G636 SECTION 2.1.4 JULIA SEEN 2#8 SHT MTL SCREWS. U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET N CENTER OR 10 GAGE SPACED 5 FEET ON CENTER.SOURCE:ASTM C636 ATE OF WASHINGT SECTION z.l DO NOT ATTACH TO V. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. 2-#12 14 GA SCREWS @ STUDS TO STIFFENERS. SOURCE:CISEA ZONES 3-4 T-BAR W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 81NCHES OF EACH WALL WITH A PERIMETER WIRE.SOURCE:ASTM ESBD SECTION 5.2.6 X. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT.A TRAPEZE OR EQUIVALENT DEVICE SHALL 45" PICAL TRACK OR ALTERNATE BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD CITYSTAMP: AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY.SOURCE:ASTM E580 SECTION 5.2.7.4 COVER ELECTRICAL FIXTURES V. LIGHT FUTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE.THIS WIRE MAY BE SLACK.SOURCE:ASTM E580 SECTION 5.3.4 Z. LIGHT FUTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LES SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING MAIN RUNNER 45°TYPICAL CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE.THESE WIRES MAY BE SLACK.SOURCE:ASTM E580 SECTION 5.3.5 AA. LIGHI FIXTURES WEIGHING MORE THAN 56 LBS.SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED 13 O O C HANGERS.SOURCE:ASTM E580 SECTION 5.3.6 AB, PENDANT MW PLED FIXTURES SHALL BE DIRECTLY WPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED CROSS TEE 0 0 ^ O 0 0 0 ALTERNATE SUPPORT WITHOUT USING THE CELING SUSPENSION SYSTEM FOR DIRECT SUPPORT.SOURCE:ASTM B80 SECTION 5.3.7 (EIS AC. TANDEM FI)(NRES MAY UTILIZE COMMON WIRES. SCHEDULE MAX,Hi OF COMPRESSION STRUT MECHANICAL SERVICES AD. TERMINA150R SERVICES WEIGHING LESS THAN 20 LBS.SHALL BE POSTTIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS STUD SIZE GA SINGLE STUD DOUBLE STUD OR TO CROSS RUNNERS THAT HAVE THE SOME CARRYING CAPACITY AS THE MAIN RUNNERS.SOURCE:AETM Ell SECTION 5.4.1 WALLS&CEILING 1-5$"X 2O GA SS T-$" 11'-$" RE. TERMINALS OR SERVICES WEIGHING 30 LBS.BUT NOT MORE THAN%LBS.SHALL HAVE,IN ADDITION TO 5.4.1,TWO 12 GAGE WIRES / CHANNEL MOLDING FASTENER CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE.THESE WIRES MAY BE SIAO(.SOURCE:ASTM E580 2-1/2"X 20 GA SS 7'-7" 16'-6" SECTION 5.4.2 DETAILS 3-1/2"X 20 GA SS 7'1" 22'-9" 2" AR HTGRM ANGSNALS SOURCE:SERVICES WEIGHING E580 SECTION 5E4TiAN 56 LBS.SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED 8005200-54 29'-0" SEISMIC SEPARATION JOINTS 1-S/$"X 2O GA WC lO'-O" 11'-6" AG. FOR CEILING AREAS EXCEEDING 2DED,5M SQUARE FEET,A SEISMIC SEPARATION JOINT OR RILL HEIGHT WALL PARTITION THAT BREAKS NOTE:ATTACH DOUBLE STUD WEB TO FLANGE W/#6 SCREW @ 18"OC ENETRATINTHE CEIUNG STO PROVIDLL BE E SUFROENTC EA N E ANALfIES ASOU ::ASCED 110 SECTION 3 OF THE .55.6�23 BONG SYSTEM,CLOSURE ANGLES AND Proj.No:21.0001410.000 Reviewed By: ]5 SPRINKLER$ SUSPENDED ACP DETAIL 5 SEISMIC SEPARATION JOINT AM. THROUGH WIRHOUTR_E TO EEMOLERHEADPENETRA NNCH IN ALL HOREONTAL DIMCDERSIZE RING,SLEEVE XIBLE HEADPP ER THROUGH THE CEILING TILE ID ALLOW FREE MOVEMENT OPEN LEAST 1 INCH IN PHA E A 2INC AODIRECTIONS.FLEXIBLE HEAD A8.2 3"=V-0" A8.2 not to scale DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE.SOURCE:ASTM ESM SECTION /� r\ 5.2.8.5 H/t8.L DIVISION IGENERAL REQUIREMENTS DIVISION 6 WOOD AND PLASTICS DIVISION 10 SPECIALTIES 15.1.7 CONDENSATE DRAINS: FURNISH AND INSTALL COPPER CONDENSATE DRAINAGE LINES 15.3.9 EXHAUST FANS: FURNISH AND INSTALL AN EXHAUST FAN IN EACH TOILET ROOM AND 1.1 CODES:ALL CONSTRUCTION SHALL COMPLY WITH LOCAL,STATE AND FEDERAL 6.0 BACKING: FURNISH AND INSTALL WOOD BACKING AT ALL WALL MOUNTED FIXTURES, 10.1 TOILET ACCESSORIES: WITH PROPER VENTING FOR ALL HVAC EQUIPMENT.THE LINES SHALL BE NO SMALLER THAN SHOWER ROOM(IF APPLICABLE). INSTALL A SUPPLY AIR GRILLE IN THE TOILETROOMSORANELSOK CODES AND REGULATIONS,INCLUDING ALL ADA STANDARDS. CASEWORK,AND ACCESSORIES. MANUFACTURER:-BOBRICK:CLASSIC SERIFS,U.N.O.STAINLESS STEEL WITH SATIN FINISH 3/4"DIAMETER AND SHALL BE LOCATED UNDER THE ROOF UNLESS PROHIBITED BY CODE. PVC TRANSFER GRILLE FROM THE TOILET/SHOWER ROOM CEILING TO THE ADJACENT 1.2 JOBSITE CONDITIONS:ALL CONTRACTORS MUST VERIFY EXISTING JOB CONDITIONS 6.1 MILLWORK QUALITY:ARCHITECTURAL MILLWORK AND CABINETRY SHALL BE OF A CONDENSATE LINE MAY NOT BE USED. CONDITIONED SPACE. PRIOR TO BID. CONSTRUCTION QUALITY EQUAL TO THAT OF THE ARCHITECTURAL WOODWORK SURFACE MOUNTED-VERTICAL GRAB BAR-24"LONG-#B-6106 SERIES 1.3 DOCUMENT CONFLICTS: IF THERE IS A CONFLICT IN THE DRAWINGS,OR BETWEEN INSTITUTE'S(AWI)CUSTOM GRADE FOR FLUSH OVERLAY CONSTRUCTION. SURFACE MOUNTED-GRAB BAR-42"LONG-#B-6106 SERIES 15.1.8 SHUT-OFF VALVE: FURNISH AND INSTALL A WATER LINE SHUT-OFF VALVE FOR THE 15.3.10 DUCTING:ALL DUCTING SHALL BE GALVANIZED SPIRAL,INSULATED WITH 1-1/2" NBCO Architecture,Inc. THE WRITTEN SPECS AND THE DRAWINGS,THE CONTRACTOR SHALL BE RESPONSIBLE SURFACE MOUNTED-GRAB BAR-36"LONG-#B-6106 SERIES RESTROOMS IN THE TOILET ROOM WALL,NOT ABOVE THE CEILING,WITH AN 8"X 8" WRAP AND VAPOR BARRIER OR DUCT BOARD.ANY EXPOSED DUCT IN A CONDITIONED FOR THE MORE EXPENSIVE OF THE OPTIONS. SURFACE MOUNTED TOILET SEAT COVER DISPENSER-#B-221 STAINLESS STEEL ACCESS PANEL. WAREHOUSE AREA MUST BE GALVANIZED SPIRAL SHEET METAL. FINAL CONNECTIONS TO THE 1.4 CLOSE-OUT DOCUMENTS:THREE(3)SETS OF 0&M MANUALS AND"AS-BUILT' DIVISION 7 THERMAL AND MOISTURE PROTECTION RECESSED-PAPER TOWEL DISPENSER/WASTE RECEPTACLE-#B-3944 REGISTERS SHALL BE MADE WITH A MINIMUM 5'SOFT FLEX DUCT FOR SOUND ATTENUATION. RECORD DRAWINGS FOR ALL PLUMBING,ELECTRICAL,HVAC AND FIRE PROTECTION 7.1 INSULATION FACING:ALL EXPOSED FIBERGLASS BATT INSULATION SHALL HAVE AN RECESSED-TOILET PAPER DISPENSER/DISPOSAL/SEAT COVERS-#B-3574(WITH THEFT 15.1.9 MAIN WATER LINE: IF A MAIN DOMESTIC WATER LINE IS NOT EXISTING ABOVE THE ALL PLENUMS SHALL BE FABRICATED FROM INSULATED GALVANIZED SHEET METAL OF WORK ARE REQUIRED IN BINDERS AND ELECTRONIC FILE FORMATS. FSK-25 OR EQUIVALENT FACING. RESISTANT SPINDLES)-WOMENS ROOM TENANT SPACE,FURNISH AND INSTALL A 2"DIAMETER COPPER WATER LINE AT THE ROOF APPROPRIATE GAUGE FOR LOW PRESSURE USE. PLENUMS SHALL EXTEND FROM THE UNIT TO 1.5 EXISTING STRUCTURE: NOTHING MAY BE SUSPENDED FROM THE 2X4 OR 2X6 RECESSED-TOILET PAPER DISPENSER-#B-3474-MENS ROOM INSTALLED ABOVE THE BOTTOM CORD OF THE TRUSSES,PROPERLY BRACED TO AVOID THE LEVEL OF THE HORIZONTAL BRANCHES. NO DUCTING OR PLENUM DROPS MAY BE 1200 Fifth Ave. SUBPURLINS AT THE ROOF WITHOUT THE STRUCTURAL ENGINEERS WRITTEN 7.2 ACOUSTIC INSULATION: FURNISH AND INSTALL 3-1/2"UNFACED FIBERGLASS BATT PARTITION MOUNTED-TOILET PAPER DISPENSER/DISPOSAUSEAT COVERS-#B-357(WITH MOVEMENT.AT EACH FUTURE TENANT SPACE THAT THE LINE CROSSES,INSTALL A 2""T" INSTALLED OVER WAREHOUSE SPACE.SPRAY PAINT FLAT BLACK ANY DUCTING VISIBLE Suite 1300 PERMISSION EXCEPT FOR WAREHOUSE LIGHTING FIXTURES SPECIFIED BELOW. ACOUSTIC INSULATION IN ALL TOILET AND SHOWER ROOM WALLS AND CEILINGS. THEFT RESISTANT SPINDLES)-WOMENS ROOM WITH 2"GATE VALVE(ONE VALVE PER STOREFRONT DOOR). EXTEND THE WATER LINE THROUGH THE GRILLE.IF THE PROJECT IS A REMODEL OF AN EXISTING SYSTEM,ALL Seattle,WA 98101 1.6 FLOOR MAINTENANCE: NO VEHICLES EXCEPT SCISSOR LIFTS SHALL BE ALLOWED PARTITION MOUNTED-TOILET PAPER DISPENSER-#B-347-MENS ROOM THROUGH THE TENANT DEMISING WALL INTO THE"DOWN STREAM"ADJACENT TENANT SPACE ABANDONED DUCTING SHALL BE REMOVED. Phone: (206)408-8500 INSIDE THE BUILDING DURING CONSTRUCTION WITHOUT WRITTEN PERMISSION 7.3 ROOFING:THE CONTRACTOR SHALL USE THE BUILDING SHELL ROOFING SURFACE MOUNTED-HAT AND COAT HOOK-#B-6827 WITH A 2"DIAMETER GATE VALVE.FURNISH AND INSTALL A 2"PRESSURE REDUCING VALVE WWW.NELSONWORLDWIDE.COM FROM THE OWNER.ALL SCISSOR LIFTS SHALL HAVE NON-MARKING TIRES AND MUST CONTRACTOR TO PATCH ALL ROOF PENETRATIONS. HOT MOP-IN THE NEW ROOF FULL LENGTH MIRROR-#B-290 2460 WITH AN ACCESS PANEL AT THE WATER SERVICE ENTRANCE. 15.3.11 FITTINGS:ALL WYE BRANCH FITTINGS SHALL HAVE VOLUME DAMPERS WITH LOCKING BE DIAPERED TO PREVENT MARKING AND STAINING OF THE CONCRETE FLOOR. PENETRATIONS SUCH THAT THE EXISTING ROOF WARRANTY IS MAINTAINED.THE SINK MIRROR-#B-290 2448 QUADRANT IN MAIN AND BRANCH DUCTS.THE DAMPERS SHALL BE TAGGED FOR EASY 1.7 WORKMANSHIP:THE DESIGN AND CONSTRUCTION OF THIS FACILITY WILL BE IN PATCH SHALL ALSO MEET ALL OF THE REQUIREMENTS STATED IN THE BUILDING WASTE AND HOT WATER PIPE INSULATION KIT-WHITE COVER 15.1.10 CLEAN-OUTS: FURNISH AND INSTALL A BRASS FLOOR CLEAN-OUT COVER AT THE RECOGNITION. ACCORDANCE WITH STANDARD PRACTICES OF THE CONSTRUCTION INDUSTRY AND SHELL SPECIFICATIONS.PIPE AND CONDUIT PENETRATIONS AT THE ROOF SHALL SURFACE MOUNTED-SOAP DISPENSER-#B-2111 PROPER FINISHED ELEVATION AS REQUIRED.IF THE CLEAN-OUT IS IN THE WAREHOUSE WILL RECEIVE LEAD PIPE FLASHING WITH SCREW CLAMP AND ELASTOMERIC SEALANT AND SEMI RECESSED WASTE RECEPTACLE-#B-3644 AREA,FURNISH AND INSTALL A TRAFFIC RATED COVER. 15.3.12 GRILLES:ALL CONDITIONED AREAS SHALL HAVE A SUPPLY REGISTER AND A DUCTED BE PERFORMED IN A WORKMANLIKE MANNER.ALL CONTRACTORS AND SHALL ALSO BE HOT ASPHALT PATCHED WITH 4 PLY. RETURN REGISTER.TRANSFER GRILLS ARE NOT PERMITTED IN THE OFFICE AREA.SUPPLY SUB-CONTRACTORS WORKING ON THIS PROJECT ARE TO HAVE BEEN IN BUSINESS A 10.2 TOILET PARTITIONS: FURNISH AND INSTALL PLASTIC LAMINATE,FLOOR MOUNTED, AND RETURN AIR REGISTERS SHALL BE WHITE BAKED ENAMEL 2'X2'WrrH A PERFORATED MINIMUM OF THREE YEARS AND EXPERIENCED IN PROJECTS OF SIMILAR SIZE AND 7.4 ARCHITECTURAL SHEETMETAL: FURNISH AND INSTALL SHEET METAL CAP FLASHING OVERHEAD BRACED TOILET PARTITIONS WITH A PLASTIC LAMINATE FINISH BY GLOBAL STEEL, DIVISION 15 FIRE PROTECTION FACE,FLUSH MOUNTED.SUPPLY AIR REGISTERS SHALL HAVE A 4-WAY BLOW. SCOPE.AN EXPERIENCED FULL TIME SUPERINTENDENT SHALL OVERSEE THE FIELD ON TOP OF ANY ROOF MOUNTED WOOD SLEEPERS APPROVED BY OWNER. KNICKERBOCKER OR EQUAL IN CUSTOM COLOR AS SELECTED BY ARCHITECT. 15.2.1 DESIGN BUILD:THE FIRE PROTECTION WORK SHALL BE PERFORMED ON A OPERATIONS AND BE RESPONSIBLE FOR ALL WORKMANSHIP. DESIGN-BUILD BASIS.THE DESIGN-BUILD FIRE PROTECTION CONTRACTOR SHALL FURNISH 15.3.13 FILTERS: FILTERS SHALL BE LOCATED AT THE UNIT NOT AT THE RETURN REGISTER. 1.8 TESTING:THE CONTRACTOR SHALL DEVELOP AND EMPLOY A FIELD TESTING 7.5 FIRE SAFING: PENETRATIONS AT ONE HOUR WALLS SHALL BE FIRE SAFED OR 10.3 SIGNAGE: FURNISH AND INSTALL ALL HANDICAP AND EXIT SIGNAGE AS REQUIRED BY AND INSTALL ALL MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM TO MEET ALL PROGRAM FOR QUALITY CONTROL DURING THE COURSE OF THE PROJECT.THE CAULKED. CODE. APPLICABLE LOCAL AND STATE FIRE CODE REQUIREMENTS.SPRINKLER HEADS SHALL BE CONSTRUCTION MANAGER'S TESTING PROGRAM SHALL INCLUDE STRUCTURAL STEEL, DROPPED INTO ALL SUSPENDED CEILING AREAS. DIVISION 16 ELECTRICAL WELD INSPECTION,FLOOR FLATNESS,CAST-IN-PLACE CONCRETE,BITUMINOUS 10.4 APPLIANCES: 16.1 DESIGN BUILD:THE ELECTRICAL WORK SHALL BE PERFORMED ON A DESIGN-BUILD PAVEMENTS AND REVIEW OF SOILS DURING CONSTRUCTION BY AN INDEPENDENT DIVISION 8 DOORS AND WINDOWS REFRIGERATOR/FREEZER:FCIC.GE PROFILE,22.3 CU FT.BOTTOM FREEZER,MODEL 15.2.2 PIPE MATERIAL:ALL FIRE SPRINKLER PIPING SHALL BE STANDARD SCHEDULE 40 PIPE BASIS.THE DESIGN-BUILD ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A TESTING ENGINEER.OWNERS SHALL HAVE THE RIGHT TO PERFORM ADDITIONAL 8.1 INTERIOR DOORS AND FRAMES: FURNISH AND INSTALL T-0"X 7-0'Xl-3/4",SOLID #GDS22KCWWW,WHITE,68 5/8"H X 34 1/8"D X 32 7/8"W U.O.N. COMPLETE AND OPERATIVE ELECTRICAL SYSTEM TO MEET ALL LOCAL AND STATE CODES. INDEPENDENT TESTS ON ALL MATERIALS AND EQUIPMENT FURNISHED FOR THE CORE,BIRCH,STAIN GRADE.PREFINISHED DOORS"LYNDEN LDICLEAR,BONDED UNDER COUNTER REFRIGERATOR:FCIC.GE PROFILE,BEVERAGE CENTER MODEL OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK.COORDINATE PROJECT AT ANY TIME. SANDED PARTICLE BOARD CORE",CLEAR FINISH.PROVIDE'TIMELY"PREFINISHED #PCR06BATS3,34 1/8"11 X 25"D X 23 3/4"W. 15.2.3 SPRINKLER HEADS:THE FIRE SPRINKLER HEADS IN AREAS WITH CEILINGS SHALL BE LOCATION OF ALL ELECTRICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. 1.9 PROJECT MANAGEMENT:THE CONTRACTOR SHALL DESIGNATE AN EXPERIENCED FULL BLACK STEEL FRAMES OR EQUAL,WITH 1-1/2 PAIRS OF BUTTS PER DOOR U.O.N. MICROWAVE:FCIC GE PROFILE SPACEMAKER II,1.0 CU FT,MODEL#PEM3IDMW W,11 3/16"H CHROME,SEMI-RECESSED,WITH WHITE ESCUTCHEONS.WHEN ACOUSTICAL CEILING TILES REPORT ALL CONFLICTS TO THE ARCHITECT,DO NOT PROCEED WITH WORK UNTIL ANY TIME EMPLOYEE AS PROJECT MANAGER WHO SHALL BE RESPONSIBLE FOR ALL WORK DOORS RECEIVING CLOSERS SHALL RECEIVE BALL-BEARING BUTTS. DOORS AND X 12 9/32"D X 24"W(MICROWAVE TO BE LOCATED ON COUNTERTOP). ARE USED,SPRINKLER HEADS SHALL BE CENTERED ON THE FULL OR HALF TILE. CONFLICTS ARE RESOLVED.REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. INCLUDED IN THIS PROJECT.THE PROJECT MANAGER WILL BE ON SITE AS REQUIRED FRAMES SHALL BE 20 MINUTE RATED WHERE REQUIRED-MINERAL CORE.WHEN DISHWASHER:FCIC,GE TALL TUB BUILT-IN MODEL#GLDA690MWW(WHITE)32 1/4"H X 24"D ELECTRICAL EQUIPMENT AND PANELS SHALL BE CLEARLY LABELED.CAREFULLY LAY OUT WORK AND REQUESTED BY OWNER. WORKING IN AN EXISTING TENANT SPACE,THE NEW DOORS AND FRAMES SHALL X 24"W 15.2.4 HYDRAULIC TESTING:THE CONTRACTOR SHALL INCLUDE THE COST OF ANY REQUIRED IN ADVANCE,AND PERFORM SELECTIVE DEMOLITION ABANDONMENT AS NECESSARY FOR 1.10 FIELD SUPERVISION:THE GENERAL CONTRACTOR SHALL PROVIDE A HIGHLY MATCH THE EXISTING DOORS AND FRAMES U.O.N. HYDRAULIC TESTING OF THE FIRE SPRINKLER SYSTEM. PROPER INSTALLATION OF ELECTRICAL EQUIPMENT. EXPERIENCED JOBSITE SUPERINTENDENT,ACCEPTABLE TO THE OWNER,TO MANAGE 8.2 NEW EXTERIOR DOORS/FRAMES: 20 GAUGE,FULL FLUSH,1-3/4"THICK HOLLOW ALL THE WORK DURING THE COURSE OF CONSTRUCTION. METAL WITH FIBROUS HONEYCOMB CORE.INSTALL RAIN DRIP SEAL ON NEW DIVISION 12 FURNISHINGS 15.2.5 FIRE EXTINGUISHERS: FIRE EXTINGUISHERS SHALL BE FURNISHED AND INSTALLED PER 16.2 PLANS: FURNISH ALL DESIGN DRAWINGS,AND EQUIPMENT/DEVICE SUBMITTALS TO 1.11 TEMPORARY CONSTRUCTION:THE CONTRACTOR SHALL FURNISH ALL TEMPORARY HOLLOW METAL DOORS. FRAMES: 18 GAUGE WITH 2"FACES AND 5/8"STOPS 12.1 BLINDS:WHERE BLINDS ARE SPECIFIED,THE BLINDS SHALL BE"INSIDE MOUNTED" CITY FIRE CODE. EXTINGUISHERS MAY BE WALL HUNG. OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.FURNISH ALL DRAWINGS, CONSTRUCTION AS NEEDED BY THE CONTRACTOR FOR THIS PROJECT;INCLUDING FORMED INTERNAL CORNERS MITERED,WELDED AND GROUND SMOOTH. (BETWEEN THE VERTICAL WINDOW MULLIONS)FLUSH WITH THE INSIDE FACE OF THE (WITH ENGINEERING STAMPS AS REQUIRED),CALCULATIONS,DESIGN SERVICES,AND ANY BUT NOT LIMITED TO SAFETY AND SAFETY RAILING,SITE ACCESS CONTROL, MULLION.STOREFRONT DOORS AND ANY INTERIOR WINDOWS SHALL NOT RECEIVE BLINDS. 15.2.6 SYSTEM SHUT DOWN: HOSES MUST BE USED TO DRAIN DOWN THE SYSTEM TO AVOID OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING WEATHER PROOFING,DUST CONTROL AND EROSION CONTROL. 8.3 INTERIOR DOOR HARDWARE: MCKINNEY HINGES SrAINING OF CONCRETE AND ASPHALT SURFACES AND DAMAGE TO LANDSCAPE AREAS. AUTHORITIES TO PERFORM THE ELECTRICAL WORK. 1.12 TEMPORARY UTILITIES:THE CONTRACTOR SHALL FURNISH ALL TEMPORARY YALE 530OLN SERIES DESIGNS,AGUSTA AU CONTACT THE OWNER'S PROPERTY MANAGER PRIOR TO PERFORMING ANY WORK ON THE FIRE CLIENT: UTILITIES NECESSARY TO THE PROJECT.THESE SHALL INCLUDE:TEMPORARY HEAT, NORTON 8000 SERIES DOOR CLOSERS DIVISION 15 PLUMBING SYSTEM. 16.3 ENERGY CALCS: PROVIDE ENERGY COMPLIANCE CODE LIGHTING CALCULATIONS IF TELEPHONE SERVICE,WATER SERVICE,ELECTRICAL SERVICE,TOILETS AND OTHER TRIMCO PUSH AND PULL PLATES 15.1.1 DESIGN BUILD:THE PLUMBING WORK SHALL BE PERFORMED ON A DESIGN-BUILD REQUIRED. SANITARY FACILITIES. KICK PLATES 17"TO 24"IN HEIGHT AT DOORS BASIS.THE DESIGN-BUILD PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A 1.13 PROTECTION:THE CONTRACTOR SHALL PROVIDE PROTECTION AS NEEDED BY THE ENTERING WAREHOUSE COMPLETE AND OPERATIVE PLUMBING SYSTEM TO MEET ALL LOCAL AND STATE CODES. DIVISION 15 HVAC 16.5 ELECTRICAL CONDUIT/CONDUCTOR MATERIAL:ALL CONDUIT SHALL BE EMT. MC CABLE CONSTRUCTION MANAGER FOR THE MATERIALS AND WORK 1N PLACE OR STORED AT WALL BUMPERS OBTAIN AND PAY FOR ALL PERMITS AND LICENSEES TO PERFORM THE WORK.COORDINATE 15.3.1 DESIGN BUILD:THE HVAC WORK SHALL BE PERFORMED ON A DESIGN-BUILD BASIS. MAY BE USED IN LIEU OF EMT WHERE PERMITTED BY CODE. ROMEX MAY NOT BE USED.ALL r r THE JOBSITE,WHETHER FROM DAMPNESS OR COLD,VANDALISM,THEFT,COLLAPSE HARDWARE FINISH:BRUSHED LOCATION OF ALL MECHANICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES. THE DESIGN-BUILD HVAC CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND CONDUCTORS MUST BE COPPER. , AND ABUSE. 8.4 EXTERIOR DOOR HARDWARE: MATCH THE EXISTING BUILDING HARDWARE.INCLUDE REPORT ALL CONFLICTS TO THE ARCHITECT,DO NOT PROCEED WITH WORK UNTIL ANY OPERATIVE HVAC SYSTEM TO MEET ALL LOCAL AND STATE CODES.OBTAIN AND PAY FOR ALL 1.14 CLEAN UP:THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES TO KEEP THE DOOR CLOSERS AND LATCH GUARDS ON ALL NEW DOORS. CONFLICTS ARE RESOLVED.REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE. PERMITS AND LICENSEES TO PERFORM THE WORK.COORDINATE LOCATION OF ALL 16.6 CONDUIT INSTALLATION:ALL CONDUITS IN AREAS WITHOUT CEILINGS SHALL BE ENTIRE SITE CLEAN AND ORGANIZED.ULINE REQUIRES THAT THE SITE BE KEPT 8.5 DOOR SIGNAGE: INCLUDE ALL SIGNAGE PER CODE(ADA,EXIT,ETC.) ADJUST SYSTEM TO INSURE PROPER FUNCTIONING OF ALL CONTROLS,PROPER AIR MECHANICAL COMPONENTS WITH THE WORK OF OTHER DISCIPLINES.REPORT ALL CONFLICTS INSTALLED AT OR ABOVE THE BOTTOMS OF THE TRUSSES OR BEAMS.ALL CONDUITS SHALL CLEAN BEYOND THE STANDARDS OF A TYPICAL COMMERCIAL CONSTRUCTION SITE. 8.6 INTERIOR WINDOW FRAMES/GLASS: INTERIOR WINDOWS SHALL BE 1/4"CLEAR DISTRIBUTION AND ELIMINATION OF DRAFTS,NOISE,AND VIBRATION.BALANCE ALL AIR TO THE ARCHITECT,DO NOT PROCEED WITH WORK UNTIL ANY CONFLICTS ARE RESOLVED. BE RUN AT 90 DEGREES OR PARALLEL TO STRUCTURAL MEMBERS,WALLS FLOORS AND ULINE WILL COMMENCE SCRUBBING OF THE FLOOR EARLY DURING THE TEMPERED GLASS SET IN FRAMES TO MATCH THE INTERIOR DOOR FRAMES.INTERIOR EQUIPMENT AND REGISTERS FOR APPROVED VOLUME.DEMONSTRATE AND TRAIN OWNER IN REUSE EXISTING MATERIALS AND EQUIPMENT WHERE FEASIBLE.ADJUST SYSTEM TO INSURE CEILINGS. NO CONDUIT MAY BE INSTALLED BELOW THE SLAB OR ON TOP OF THE ROOF GAYTEWAY BUSINESS CONSTRUCTION PROCESS.DUST CURTAINS WILL BE UTILIZED TO MINIMIZE THE WINDOWS ON OFFICE/WAREHOUSE DEMISING WALL TO RECEIVE INSULATED GLASS. THE PROPER OPERATION AND MAINTENANCE OF SYSTEMS. PROPER FUNCTIONING OF ALL CONTROLS,PROPER AIR DISTRIBUTION AND ELIMINATION OF WITHOUT THE OWNER'S WRITTEN PERMISSION. SPREAD OF DUST THROUGHOUT THE BUILDING.THE CONSTRUCTION MANAGER WILL DRAFTS,NOISE,AND VIBRATION.BALANCE ALL AIR EQUIPMENT AND REGISTERS FOR PARK EMPLOY HALF TIME AN INDIVIDUAL TO CLEAN THE CONSTRUCTION SITE. 15.1.2 PLANS: FURNISH ALL DESIGN DRAWINGS,AND EQUIPMENT/DEVICE SUBMITTALS TO APPROVED VOLUME.DEMONSTRATE AND TRAIN OWNER IN THE PROPER OPERATION AND P.O.BOX 1727 EXPECTATIONS OF THE OWNER INCLUDE BUT ARE NOT LIMITED TO: DIVISION 9 FINISHES OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.FURNISH ALL DRAWINGS, MAINTENANCE OF SYSTEMS. • STORED MATERIAL SHOULD BE ORGANIZED,PALLETIZED AND COVERED DURING 9.1 FIRE RATED WALLS: METAL STUDS WITH ONE LAYER OF 5/8"TYPE"X"GYPSUM (WITH ENGINEERING STAMPS AS REQUIRED),CALCULATIONS,DESIGN SERVICES,AND ANY BELLEVUE,WA 98009 STAGING. BOARD ON EACH SIDE FROM THE FLOOR TO THE ROOF DECK.THE STUD SIZE AND OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING 15.2.1A DESIGN BUILD CONCEPT: • MATERIALS BEING USED SHOULD BE STORED IN AN ORGANIZED MANNER SPACING SHALL BE PER THE STUD MANUFACTURER'S TABLES AND LOCAL CODE AUTHORITIES TO PERFORM THE MECHANICAL AND PLUMBING WORK. • MODIFY EXISTING SYSTEM TO SUIT NEW OFFICE LAYOUT PRWECT: • WASTE WILL BE THROWN AWAY AT THE END OF EVERY SHIFT REQUIREMENTS.INSTALL FIRE SAFING BETWEEN THE GYPSUM BOARD AND ROOF • NEW EXHAUST IN NEW TOILET ROOMS(2) CC PACKAGING OFFICE TI • AREAS WHERE WORK IS PERFORMED WILL BE BROOM SWEPT AT THE END OF DECK U.O.N.PENETRATIONS AT ONE HOUR WALLS SHALL BE FIRE SAFED OR 15.1.3 SEWER LINES:SEWER,SOIL AND WASTE LINES WITHIN THE BUILDING BELOW THE • NEW EXHAUST IN NEW BREAKROOMS(2) EVERY SHIFT AND AS REQUIRED TO AVOID TRACKING DEBRIS THROUGHOUT THE CAULKED.PRODUCT TO BE COMPRISED OF AT LEAST 20%PLUS V.OF THE FINISHED FLOOR ELEVATION SHALL BE SCHEDULE 40 ABS PLASTIC OR SCHEDULE 40 PVC SITE. PRE-CONSUMER CONTENT RECYCLED CONTENT SUCH THAT THE SUM OF PLASTIC PIPE.SEWER,SOIL AND WASTE LINES WITHIN THE BUILDING ABOVE THE FINISHED 15.3.2 PLANS: FURNISH ALL DESIGN DRAWINGS,AND EQUIPMENT/DEVICE SUBMITTALS TO • THE ENTIRE SITE IS TO BE KEPT FREE OF WASTE AND DEBRIS. POST-CONSUMER CONTENT MAKES UP AT LEAST 20%OF THE PRODUCT. FLOOR ELEVATION SHALL BE STANDARD WEIGHT CAST IRON.ABS PIPING MAY BE USED OWNER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.FURNISH ALL DRAWINGS, • ONCE PAINTING COMMENCES,THE OFFICE SPACE WILL BE KEPT DUST FREE 9.2 FULL HEIGHT DRYWALL PARTITIONS(INCLUDING TENANT DEMISING WALLS): METAL ABOVE THE FINISHED FLOOR IF PERMITTED BY CODE AND APPROVED BY THE OWNER. (WITH ENGINEERING STAMPS AS REQUIRED),CALCULATIONS,DESIGN SERVICES,AND ANY SIMILAR TO OCCUPIED SPACE CONSTRUCTION PRACTICES.THESE PRACTICES ARE STUDS WITH ONE LAYER OF 5/8"TYPE"X"GYPSUM BOARD ON EACH SIDE FROM THE OTHER INFORMATION NECESSARY TO OBTAIN ALL PERMITS REQUIRED BY GOVERNING Gayteway Business Park,Building C TO INCLUDE:PLACING THE AREA UNDER POSITIVE PRESSURE,VESTIBULE FLOOR TO THE ROOF DECK.THE STUD SIZE AND SPACING SHALL BE PER THE STUD 15.1.4 GAS LINES:ALL GAS LINES SHALL BE RUN UNDER THE ROOF ABOVE THE BOTTOM CORD AUTHORITIES TO PERFORM THE MECHANICAL AND PLUMBING WORK. 19927 67th Ave NE,Arlington,WA ENTRANCE,WEARING OF PROTECTIVE BOOT COVERS,AND WET MOPPING OR MANUFACTURER'S TABLES AND LOCAL CODE REQUIREMENTS.DRYWALL INSTALLED OF THE TRUSSES.ALL NEW AND EXISTING GAS LINES WITHIN A SINGLE TENANT SPACE SHALL VACUUMING OF THE FLOORS. ABOVE AN ACOUSTICAL CEILING SHALL BE FIRETAPED AND SCREWS SPOTTED. BE CONNECTED TO A SEPARATE GAS METER. 15.3.3 WARRANTY AND SERVICE:ALL WORK SHALL INCLUDE A ONE YEAR PARTS AND LABOR Description: No: Date: • ALL HYDRAULIC OR FUELED EQUIPMENT(OIL CONTAINING)EQUIPMENT WILL BE PRODUCT TO BE COMPRISED OF AT LEAST 20%PLUS 1/2 OF THE PRE-CONSUMER WARRANTY AND A 90 DAY SERVICE CONTRACT FROM THE DATE OF PROJECT COMPLETION. DIAPERED OR KEPT ON RAM BOARD OR EQUIVALENT. CONTENT RECYCLED CONTENT SUCH THAT THE SUM OF POST-CONSUMER CONTENT 15.1.5 PIPE MATERIAL:ALL PIPE MATERIALS SHALL BE SUBJECT TO THE REQUIREMENTS OF PERMIT SET 05/05/2021 • ALL MATERIAL STORED ON THE SLAB WILL BE PLACED ON RAM BOARD OR MAKES UP AT LEAST 20%OF THE PRODUCT. THE CITY AND/OR GOVERNING BODY.ALL DOMESTIC WATER,CONDENSATE AND SMITTY PAN 15.3.4 DESIGN TEMPERATURES:THE HVAC SYSTEM SHALL MAINTAIN 75 DEGREES INDOORS, EQUIVALENT. 9.3 OFFICE DRYWALL PARTITIONS:ALL PARTITIONS IN AREAS WITH CEILINGS SHALL BE DRAIN LINES MUST BE COPPER. ON A 100 DEGREE OUTDOOR DAY OR LOCAL ASHRAE STANDARDS AND CODE REQUIREMENTS, • SMOKING WILL NOT BE PERMITTED ON THE PROPERTY.ANY INDIVIDUAL ON THE UNDERGRID 3-5/8"X 25 GAUGE METAL STUDS AT 24"O.C.WITH 5/8"FIRE CODE TYPE WHICHEVER IS MORE STRINGENT. SITE CAUGHT SMOKING OR USING TOBACCO PRODUCTS WILL BE REMOVED FROM "X"GYPSUM BOARD ON EACH SIDE.THE CEILING GRID SHALL BE INSTALLED FIRST 15.1.6 PLUMBING FIXTURES AND TRIM: THE PROJECT. WITH WALLS BUILT TO THE GRID.THE INTERSECTION OF THE WALL AT THE GRID LAVATORY FOR VANITY:AMERICAN STANDARD,"CADET",OVAL,MODEL 0419.11,WHITE, 15.3.5 UNITS:THE HVAC UNITS SHALL BE GAS/ELECTRIC,BOTTOM DISCHARGE,AS • NO VEHICLES WILL BE PERMITTED ON THE INTERIOR BUILDING SLAB FOR ANY SHALL BE SNUG AND FLUSH. INSTALL"L"METAL TRIM AT THE TOP OF THE WALL. SELF-RIMMING OR APPROVED EQUAL WITH A DELTA MODEL 570 WF SINGLE LEVER TYPE MANUFACTURED BY TRANE. UNITS SHALL BE INSTALLED ON A LEVELED,MANUFACTURED REASON. TOILET ROOM PERIMETER WALLS SHALL BE BUILT TO 6"ABOVE GRID. FURR FAUCET ASSEMBLY WITH A GRID STRAINER AND BRIGHT CHROME FINISH.FURNISH AND CURB.ALL ROOFTOP EQUIPMENT SHALL BE SEISMICALLY FASTENED TO THE STRUCTURE. PERIMETER CONCRETE WALLS AND INTERIOR COLUMNS IN OFFICE AREAS TO 6" INSTALL A HANDY-SHIELD DRAIN COVER#3011 WHITE BY PLUMBEREX SPECIALTY PRODUCTS SIDE DISCHARGE UNITS MAY NOT BE USED.FURNISH AND INSTALL ECONOMIZERS ON ALL 1.15 PROJECT MEETING AND COORDINATION:WEEKLY MEETINGS WILL BE HELD WITH ABOVE THE GRID.FURR PERIMETER CONCRETE WALLS AND INTERIOR COLUMNS IN UNDER EACH LAVATORY. UNITS LARGER THAN FIVE TONS AND WHENEVER REQUIRED BY THE ENERGY CODE. PROJECT MANAGERS FROM ALL TRADES THAT ARE ACTIVE ON THE SITE OR WILL BE OFFICE AREAS TO 6"ABOVE THE GRID.PRODUCT TO BE COMPRISED OF AT WALL-HUNG LAVATORY:AMERICAN STANDARD,"LUCERNE",MODEL 0355.012,WHITE,WALL ACTIVE WITHIN 2 WEEKS OF THE MEETING DATE.THE MEETING DAY WILL BE LEAST 20%PLUS 1/2 OF THE PRE-CONSUMER CONTENT RECYCLED CONTENT SUCH MOUNTED LAVATORY OR EQUAL WITH A DELTA MODEL 523 WF HDF SINGLE LEVER TYPE 0.5 15.3.6 UNIT LOCATIONS: HVAC UNITS SHALL BE LOCATED ON ROOF,ADJACENT TO A GLULAM DETERMINED DURING PRECONSTRUCTION.THESE MEETINGS WILL DISCUSS SAFETY, THAT THE SUM OF POST-CONSUMER CONTENT MAKES UP AT LEAST 20%OF THE GPM SOLAR POWERED SENSOR ACTIVATED FAUCET ASSEMBLY,WITH INTEGRAL TEMPERATURE BEAM OR GIRDER,AT OR NEAR A STRUCTURAL COLUMN,SET BACK FROM BUILDING EDGE TO SCHEDULE,SUBMITTALS,CHANGES,AREAS ON HOLD,CONSTRUCTION BULLETINS, PRODUCT. MIXER,GRID STRAINER AND BRIGHT CHROME FINISH. HIDE THEM FROM SIGHT. FRAMING FOR ROOF PENETRATIONS AND SUPPORTS FOR ALL AND ROUND TABLE ACTION ITEMS FROM ALL CONTRACTORS IN ATTENDANCE. 9.4 OFFICE/TOILET RM.WALL/CEILING FINISH:ALL DRYWALL SHALL RECEIVE A SMOOTH WATER CLOSET:AMERICAN STANDARD,"CADET",ELONGATED,1.6 GPF,MODEL 3043.102 FOR ROOF-TOP EQUIPMENT MUST BE REVIEWED,APPROVED AND STAMPED BY A STRUCTURAL WEEKLY OWNER,ARCHITECT AND CONTRACTOR(OACM)MEETINGS WILL ALSO BE FINISH. 17"HIGH HANDICAP AND 2234.015 FOR NON-HANDICAP APPLICATIONS OR APPROVED EQUAL ENGINEER. REQUIRED DURING ACTIVE CONSTRUCTION.THE AGENDA FOR THESE MEETINGS WILL 9.5 WAREHOUSE GYPSUM BOARD WALL FINISH:ALL DRYWALL IN THE WAREHOUSE SHALL IN WHITE,WITH AN OLSONITE SLOAN WES#111 DUAL FLUSH(1.1 GPF/1.6GPF)FLUSH VALVE. INCLUDE A SITE WALK,SCHEDULE,ACTION ITEMS,DESIGN ITEMS,AND BUDGET/ BE FIRE TAPED ONLY.SPOT NAILS IN FIRETAPED AREAS. URINAL:AMERICAN STANDARD,"ALLBROOK",MODEL 6541.132,OR APPROVED EQUAL,WHITE, 15.3.7 CURBS/SLEEPERS:ALL MECHANICAL UNITS(HVAC UNITS,EVAPORATIVE COOLERS,AND CHANGE ORDERS. 9.6 END CAPS:WHERE A PARTITION MEETS A WINDOW MULLION,FURNISH AND INSTALL WITH A 3/4"TOP SPUD AND A SLOAN 186-0.5 FLUSH VALVE. RELIEF VENTS)SHALL BE LOCATED ON ROOF AND SHALL BE INSTALLED WITH A SELF AN ALUMINUM"WALL END CAP"FINISHED TO MATCH THE STOREFRONT U.O.N. COFFEE BAR/LUNCH ROOM SINK: ELKAY,MODEL GECR 1918,STAINLESS STEEL,WITH A DELTA FLASHING,LEVELED,FACTORY CURB. FURNISH AND INSTALL 4 INCH LEG CANT STRIPS #29C2831 1.5 GPM FAUCET. IF THE LUNCH ROOM BASE CABINET IS V-0"OR LONGER,USE AN AROUND ALL CURBS.ABSOLUTELY NO WOOD OR METAL SLEEPERS MAY BE USED WITHOUT DIVISION SMETALS ELKAY MODEL GECR 2521. OWNER'S WRITTEN PERMISSION. 5.1 BOLLARDS: PROVIDE AND INSTALL 6"DIAMETER,CONCRETE FILLED,THIN WALL DIVISION 8 GLAZING WATER HEATER:THE WATER HEATER SHALL BE A.O.SMITH,STATE OR APPROVED EQUAL STEEL,BOLTED SURFACE MOUNTED PIPE BOLLARDS EXTENDING 4'-0"A.F.F.,AT 8.1 INSULATED GLASS UNITS: SIZED TO MEET THE DEMAND.IT SHALL BE LOCATED ON THE WAREHOUSE FLOOR IN A 15.3.8 CONTROLS:THE HVAC SYSTEM SHALL BE CONNECTED TO A 7-DAY SKIP-A-DAY TIME EACH GROUPING OF ELECTRICAL TRANSFORMERS AND PANELS AND AT ALL N/A SMITTY PAN DRAINING INTO A HUB DRAIN WITH A TRAP PRIMER.THE LOCATION SHALL BE CLOCK AND INCLUDE A BYPASS TIMER AT EACH THERMOSTAT.ALL THERMOSTATS SHALL BE SPRINKLER RISERS IN ALL WAREHOUSE AREAS AND OTHER LOCATIONS EXPOSED AS LOCATED BY THE ARCHITECT OR APPROVED BY THE OWNER.ALL PLUMBING CONNECTIONS MOUNTED AT 48"A.F.F.AND SHALL HAVE AN AUTOMATIC CHANGE-OVER FEATURE AND A TO SHALL BE MADE WITH DIELECTRIC UNIONS. LOCKING COVER. SEAL: VEHICULAR TRAFFIC. PAINT NEW AND EXISTING BOLLARDS OSHA"CAUTION MOP BASIN:PROVIDE ONE(1)24"X24"X10:FLOOR MOUNTED MOP BASIN WITH FAUCET AT YELLOW". JANITOR'S ROOM. 20114521 REGISTERED ARCHITECT JULIA SEEN ATE OF WASHINGT CITYSTAMP: SPECIFICATIONS Proj.No:21.0001410.000 Reviewed By: is A10. 1 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: ,-396ri M ❑ PM DATE: JOB ADDRESS: ifflal uil v L LOT#: PROJECT: $ 1 Y + TYPE OF INSPECTION: � alb OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION NIX THE ACTIONS OR C RECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR P E5 IMPOSED BYLAW MAYAPPLY. R INSP CT CALL: 360-403-3417 zs INSPECT DATE PLANNING M CIVIL M BUILDING CITY OF ARLINGTON '� • n CITY OF ARLINGTON M 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3898 19927 67TH AVE NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31051400200700 Valuation:467825.00 OWNER APPLICANT CONTRACTOR GAYTEWAY BUSINESS PARK,LLC Pattison General Contractor Pattison General Contractor P.O. BOX 1727 15223 NE 90th Street, Suite 140 15223 NE 90th Street, Suite 140 BELLEVUE,WA 98009 Redmond,WA 98052 Redmond,WA 98052 425-497-8222 LIC:PATTIGC917C7 EXP:03/01/2023 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2018 STORIES: CONST.TYPE: IIIB DWELLING UNITS: OCC GROUP: B BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Rcicascd By Date CONDITIONS Adhere to approved plans.Approved permit and plans shall be onsite during construction. Call for all inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 06/04/2021 Building Permit Fee $4,591.15 06/04/2021 Process ing/Technology Fee $25.00 06/04/2021 State Surcharge-Commercial $25.00 06/04/2021 Building Plan Review Fee $2,984.25 Total Due: $7,625.40 Total Payment: $7,625.40 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON TEMPORARY CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 19927 67th Ave NE Building Permit Number 3898 Name &Address of Owner Occupant Load Number of Stories Gayteway Business Park, LLC Warehouse: 60 1 PO Box 1727 Type of Construction/Sprinkler system required Use Bellevue,WA 98009 III-B Yes Warehouse THE Structure HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP F-1 OCCUPANCY ISSUED: July_, 2021 BY Building Official HIGH-PILED STORAGE AND HAZARDS ANALYSIS Prepared by: NRC � CONSULTING Warren Burns, CFPS, CFPE nrgfireconsulting.com 4000 Aurora Ave N, Suite 222 Seattle, WA 98103 (206) 789-0165 Project: C & C Packaging 20015 671h Ave NE, Building C Arlington WA ■ Prepared on: May 5, 2021 Prepared for: Andy Fortino— Project Manager Pattison General Contractor 15223 NE 901h St, Suite 140 Redmond, WA 98052 206 851-9551 (m) 425 497-8222 (o) andvf@pattisongc.com Table of Contents EXECUTIVESUMMARY..................................................................................................................................2 THEOCCUPANCY...........................................................................................................................................2 CODES AND/OR STANDARDS USED IN THIS REVIEW....................................................................................2 COMMODITY DESRIPTIONS...........................................................................................................................2 METHODSOF STORAGE................................................................................................................................3 FIRE SPRINKLER PROTECTION .......................................................................................................................3 OTHER HIGH-PILED STORAGE REQUIREMENTS............................................................................................3 SUMMARY.....................................................................................................................................................3 ANNEX- IFC REFERENCE TABLE....................................................................................................................4 EXECUTIVE SUMMARY Based on review of commodities to be stored and storage methods proposed for the Arlington location, and the existing level of fire protection in the proposed site, this occupancy will be compliance with the International Fire Code (IFC) Chapter 32 for High-Piled Storage with storage as planned and proposed. THE OCCUPANCY The building is located at 20015 67t"Ave NE, Building C, in Arlington WA. Construction Type is III-B and Occupancy Use is F-1 with accessory-use Type B.Total building size is approximately 31,621 square feet. The building is fully protected by an automatic fire sprinkler system and a fire alarm system, both complying with Chapter 9 of the IBC. CODES AND/OR STANDARDS USED IN THIS REVIEW International Building Code(IBC)—2018 edition International Fire Code (IFC)—2018 edition National Fire Protection Association (NFPA) codes and/or standards: NFPA 13, 2016 edition—Standard for Installation of Sprinkler Systems COMMODITY DESRIPTIONS The bulk of commodities to be stored at this facility are Class I— IV commodities as classified by the IFC and NFPA. Example of the primary commodities: Metal components with minimal plastic trim, cartoned Class I Cardboard cartons, unassembled in neat piles Class III Appliances (exercise equipment), cartoned Class II Expanded plastic packing material, on pallets Group A METHODS OF STORAGE Rack storage will be utilized near the rear(north) end of the space, with one row of double racks and one row of single racks.A smaller set of single-row racks will be placed near the front (southeast) corner. All racks will have a top rack level of 17 feet above finished floor, with maximum storage height of 25 feet. Racks will be used to store Class I—IV commodities with extremely limited quantities of unexpanded plastic trim on some cartoned items. The Group A expanded plastics will be stored on pallets on the floor, less than 6 feet in height. Maximum of 4-8 pallets. FIRE SPRINKLER PROTECTION The entre space is protected by an ESFR sprinkler system, designed for K 25 sprinkler heads flowing at 15 psi each from the most hydraulically demanding 12 sprinklers. Ancillary(office)space, riser and electric rooms are protected to an Ordinary Hazard I (OH1) density. Table 16.2.3.1 (NFPA 13) allows for up to 25 feet of rack storage under a 30-foot ceiling height of Class I- IV combustibles under the above-described ESFR system. Table 17.2.3.1 (NFPA 13) allows for up to 25 feet of rack storage under a 30-foot ceiling height of Cartoned unexpanded Group A plastics under the above-described ESFR system. Table 14.4.1 (NFPA 13) allows for up to 25 feet of palletized and solid-piled storage under a 30-foot ceiling height of Class I-IV combustibles under the above-described ESFR system.As the small quantity of expanded Group A plastics falls well below 15%of either volume or weight of the stored commodities it can be protected as a Class I-IV commodity per Figures 3203.9(1) and (2) of the IFC as a mixed commodity. OTHER HIGH-PILED STORAGE REQUIREMENTS Using Table 3206.2 of the IFC (see annex below) and using Commodity Class I—IV, 12,001—50,00 sq ft of high-piled storage, an automatic fire-extinguishing system is required, and provided.A fire detection system is not required, and fire access doors are required and provided. Smoke and heat removal is not required under exception "h" due to the ESFR sprinkler system SUMMARY As currently proposed the high-piled storage at this location will meet all requirements of the IFC and NFPA 13. ANNEX - IFC REFERENCE TABLE IFC (2018 edition)Table 3206.2 TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS(See Sections 3206,3207 and 3208)° SOLID-PILED STORAGE,SHELF STORAGE AND PALLETIZED COMMODITY SIZE OF HIGH-PILED STORAGE AREW(square STORAGE(see Section 3207.3) CLASS feet see Sections 32062 and 3206.3 Maximum Pile Maximum pile )1 1 Automatic fire-extinguishing Fire detection system Fire department access Smoke and heat removal Maximum Permissible system(see Section 3206A) (see Section 3206.5) doors(see Section 3206.7) (see Section 3206.8) dimension` storage height°(fee[) volume(cubic (feet) feet) 0-500 Not Required' Not Required Not Required Not Required Not Required Not Required Not Required 501-2,500 Not Required' Yes• Not Required Not Required 120 40 100.000 2,501-12.000 Open to the public Yes Not Required Not Required Not Required 120 40 400,000 1-IV 2,501-12,000 Not open to the public(Option 1) Yes Not Required Not Required Not Required 120 40 400.000 2.501-12,000 Not open to the public(Option 2) Not Required' Yes Yes Yes"' 120 30° 202.000 12,001-90.000 Yes Not Required Yes Yes"' 120 40 400.000 Greater than 500,000' Yes Not Required Yes Yes" 120 40 400.000 0-500 Not Required' Not Required Not Required Not Required 60 Not Required Not Required 501-2,500 Open to the public Yes Not Required Not Required Not Required 60 30 75,000 High hazard 501-2.500 Not open to the public(Option 1) Yes Not Required Not Required Not Required 60 30 75,000 501-2,500 Not open to the public(Option 2) Not Required' Yes• Yes Yes^,' 60 20 50,000 2,501-300.000 Yes Not Required Yes Year, 60 30 75,000 Greater than 300.000' Yes Not Required Yes Yesk, 60 30 75,000 --:-- .. --.-. -:--,,.nwwe•aza.cc��-.o•re z«ea«zra.««u.zu,a uK, _. _-,-.. ,-.E,,,a�wwm,a..aa,a.m smazaan«a aza a __ ._ -_ nep,.-_- --:^vc:e•.Here reoareeWmer ------:aa:essr ma n+«spe7airmracn rarwads vaNmmrde ana ro*-.- _--.„ - -:ea where zunaae., -_- - --, ,.- -_ _,_--.:zrs�,earesro+xm,e.auww(m.z)'«uumz:ne : _ •----_ ...::.- z�-,-re ;3- .-v=vn ra. Permit#: 3898 Permit Date: 05/17/21 Permit Type: COMMERCIAL ALTERATION Project Name: C&C Packaging Services Applicant Name: Pattison General Contractor Applicant Address: 15223 NE 90th Street, Suite 140 Applicant, City, State, Zip: Redmond,WA 98052 Contact: Andy Fortino Phone: 425-497-8222 Email: andyf@pattisongc.com Scope of Work: TI for packaging processor Valuation: 467825.00 Square Feet: 66625 Number of Stories: 0 Construction Type: 11113 Occupancy Group: B; Business ID Code: Permit Issued: 06/11/2021 Permit Expires: 12/10/2021 Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 19927 67TH AVE NE STE GAYTEWAY 300 INDUSTRIAL/ 31051400203700 100 BLA#201907225010 BUSINESS PARK, MANUFACTURING LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Pattison General Ian Johnson 15223 NE 90th CONSTRUCTION COA 602182087 Contractor Street,Suite 140 CONTRACTOR Pattison General 15223 NE 90th CONSTRUCTION Labor and PATTIGC917C7 Contractor Ian Johnson Street,Suite 140 CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/02/2021 C20.BUILDING Building and Fire Final 11/05/2021 11/05/2021 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 05/17/2021 COMMERCIAL BUILDING ALTERATION 05/17/2021 COMMERCIAL We have no comments for this building permit. PW-ADMIN-GIS ALTERATION LT&KS 05/17/2021 COMMERCIAL PW-SEW-REV ALTERATION 05/17/2021 COMMERCIAL NO comments for this review. pW-WAT-REV ALTERATION Gus Fees Fee Description Notes Amount Building Permit Table 4-1 $4,591.15 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $2,984.25 Inspection $75.00 Inspection $75.00 Processing/Technology $25.00 Building Plan Review Table 4-2 $100.00 Total $7,900.40 Attached Letters Date Letter Description 05/20/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/04/2021 Joyce Taylor 86894380 $7,625.40 07/30/2021 Joyce Martin 87721319 $275.00 Outstanding Balance $0.00 Notes Date Note Created By: 07/16/2021 Hard copy revisions received.Routed for review. Raelynn Jones 07/13/2021 Received revisions electronically.Waiting for hard copies for routing Raelynn Jones 07/12/2021 TCO approved for warehouse only. Raelynn Jones 06/04/2021 The architect emailed that Sierra is not involved with the project.I requested the contractor's Kristin Foster information which will need to be updated in iWorQ. 06/04/2021 Updated contractor and contact information per an email from Andy Fortino of Pattison General Kristin Foster Contractor. Uploaded Files Date File Name 10/11/2021 9865929-17327 67th Fire alarm Bldg A.C..pdf 10/11/2021 9865902-3898 IC 8.25.2021.pdf 07/16/2021 9256629-20210506 Struct CALCs(CD 100%)2170821.2Lpdf 07/16/2021 9256630-20210506 Struct DWGs(CD 100%)2170821.21.pdf 07/16/2021 9256631-Permit Revision Letter 21-0713.pdf 06/11/2021 9004515-21-0504 C&C Packaging TI Lighting Calcs.pdf 06/11/2021 9004516-21-0504 C&C Packaging TI Permit Submittal Drawings.pdf 06/11/2021 9004513-21-0504 C&C Packaging TI Building Permit Application.pdf 06/11/2021 9004514-21-0504 C&C Packaging TI Energy Calcs.pdf NELSON Nelson Seattle 1200 Fifth Ave,Suite 1300 Seattle,WA 98101 www.NELSONww.com July 13,2021 RE: C&C PACKAGING TENANT IMPROVEMENT PERMIT NO.: 3898 19927 671h Ave NE, Building C Arlington,WA,98223 City of Arlington Building Official, This letter is in regards to the C&C Packaging Tenant Improvement(Permit no. 3898)at 19927 67th Ave NE, Building C in Arlington. I am writing to submit the enclosed permit revision details and structural calculations to create a 16'-0"wide x 14'-0" high opening in the exterior concrete wall along grid line A(and between grid lines 2 and 3)to accommodate a new overhead roll-up door. Please contact me at(925) 399-3411 if you have any questions or comments. 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