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17628 63RD AVE NE_BLD2415_2026
NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL XCORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: .L''1 l J n AM PM DATE: JOB ADDRESS: 1101Oct',", _LOT#: PROJECT: CJ_'�fj L S�aVj TYPE OF INSPECTION: ke ay- 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 ��- l bC7,tilf�LC� Como L 1 - n THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE, Cl PLANNING 0 CIVIL f BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL 7 CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: AM PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: 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 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE PLANNING O CIVIL O`/BUILDING CITY OF ARLINGTON 5 CITY OFARLINGTON . J 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:17601 59th Avenue NE Permit#:2415 Parcel#:31052200400200 Valuation:237447.41 OWNER APPLICANT CONTRACTOR PUBLIC UTILITY DISTRICT NO 1 PUBLIC UTILITY DISTRICT NO 1 Moon Construction P.O BOX 1107 P.O BOX 1107 19624 76th Ave W.Ste B EVERETT,WA 98206 EVERETT,WA 98206 Lynnwood,WA 98037 425-783-8465 425-783-8465 425-670-6704 LIC:MOONCC*182N7 EXP:3/31/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST TYPE: VB DWELLING UNITS: OCC GROUP: A-3 BUILDINGS: 1 OCC LOAD: TBD BY CBO PERMIT APPROVAL 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/IRC1l0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City o Imgton must be rcpo,9d on your sales tax return form and coded City of Arlington#3101. t S I ZL P`1 1/26/2019 7-11 Signature Print Name Date Released By Date CONDITIONS ADHERE TO APPROVED PLANS - DEFERRED PERMIT SUBMITTAL FOR FIRE SPRINKLER SYSTEM. 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 11/26/2019 Traffic Mitigation-City $16,775.00 11/26/2019 Building Permit Fee $2,606.96 11/26/2019 Processing/Technology Fee $25.00 11/26/2019 State Surcharge-Commercial $25.00 11/26/2019 Building Plan Review Fee $1,694.52 Total Due: S21,126.48 Total Payment: $21,126.48 Balance Due: $0.00 CALL FOR INSPECTIONS Building Inspections (360) 403-3417 CALL BY 3:30 PM FOR NEXT DAY INSPECTION When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Hewitt Architects MESA-3 CETC + MDC Arlington, WA Structural Calculations CALCULATIONS INCLUDED: Pages 1 through 37 These calculations cover the gravity and lateral design of the one-story wood-framed structure. 1fJ D . c� .T 27462 .SIGNAL E�� 1��� OFFICECOPY o CITY OF AR,LINGTON lqjff BUILDING DEPARTMENT APPROVED 1601 5th Avenue,Suite 1600 DATE � Af BY G v Seattle,WA 98101 206.622.5822 NO CHANGES AUTHORIZED KPFF Project No. 1800477 UNLESS APPROVED BY THE BUILDING4INSPECTOR February 07, 2019 r MI've- 'Sfl i ITIA F� TI r 11 -1 I1.9I 1 II C.- -of kj,pl 4 �A Yll r a- I i 1'I rd1'.-r-4 � -,II-U MESA-3 CETC + MDC 1 KPFF Project No. 1800477 q)ffPermit Structural Calculations 16015th Avenue,Suite 1600 Seattle,WA 98101 206.622.5822 TABLE OF CONTENTS A. Project Overview 1. Design Criteria & Loads........................................................... Page 1 B. Gravity Design 1. Roof Joists & Beams ............................................................. Page 11 2. Stud Walls & Posts................................................................ Page 17 3. Foundations........................................................................... Page 23 C. Lateral Design .................................................................................................... Page 25 0210712019 MESA-3 CETC + MDC KPFF Project No. 1800477 Permit Structural Calculations 1601 5th Avenue,Suite 1600 Seattle,WA 98101 206.622.5822 Project Overview Design Criteria & Loads 1 0210712019 MESA-3 CETC + MDC Design Criteria and Loads KPFF Project No. 1800477 February 07, 2019 1q)ff 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 2 I �. MESA-3 CETC+MDC Design Criteria and Loads KPFF Project No. 1800477 TABLE OF CONTENTS Page STRUCTURAL DESIGN AND SYSTEMS SUMMARY.......................................................................1 CODESAND REFERENCES ............................................................................................................2 COMPUTER PROGRAMS USED......................................................................................................2 MATERIALS SPECIFICATIONS AND STRENGTHS.........................................................................3 BEAM DEFLECTION AND CAMBER.................................................................................................4 LIVELOADS......................................................................................................................................4 DEADLOADS....................................................................................................................................4 • Typical Roof Loads.................................................................................................................4 LATERALLOADS..............................................................................................................................5 • Wind Design Parameters for the Main Wind Force Resisting System (MWFRS)....................5 • Wind Design Parameters for the Components and Cladding..................................................5 • Seismic Loading for Building ............................ ..........6 ............................................................ • Seismic Loading for Elements of Structure and Nonstructural Components ...........................7 3 February 07, 2019 Page i ., g MESA-3 CETC+MDC Design Criteria and Loads KPFF Project No. 1800477 STRUCTURAL DESIGN AND SYSTEMS SUMMARY General Description The CETC building is located in Arlington, WA. The one-story wood-framed building will consist of wood stud bearing walls around the perimeter and at the interior. The building foundation will consist of continuous strip footings around the perimeter. At the interior, there will be a slab-on grade. The slab will be thickened under wood-framed bearing walls and shear walls. The roof framing will consist of open-web joists with 5/8" nominal thick tongue-and-groove plywood. There will be an over-framed roof system with insulation above the primary structural roof plywood membrane. Resistance to lateral wind and seismic forces will be provided by plywood diaphragms and plywood shear walls. There will be two exterior equipment pads, each consisting of a slab-on-grade with down-turned edges around the perimeter. The two pieces of equipment will be a Modular Data Center (MDC) and a generator. a February 07, 2019 Page 1 MESA-3 CETC+MDC Design Criteria and Loads KPFF Project No. 1800477 CODES AND REFERENCES • 2015 IBC with City of Everett Amendments • 2015 IBC Standards • Design Loads o ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures o Snow Load Analysis for Washington, Second Edition (1995), by Structural Engineers Association of Washington. o WABO-SEAW White Paper— Snow Load Regulations and Engineering Practice, Washington State (2000) o WABO-SEAW White Paper#8—Guidelines for Determining Snow Loads in Washington State (2010) Y Concrete Design o ACI 318-14 Building Code Requirements for Structural Concrete o CRSI Design Handbook (2008) • Wood Design o NDS-2012 - National Design Specification for Wood Construction with 2012 Supplement o ANSI/AF&PA SDPWS-08 Special Design Provisions for Wind and Seismic for Wood Construction o ICC-ES ESR-1153 Structural Composite Lumber COMPUTER PROGRAMS USED Wood Analysis and Design o Excel 5 February 07, 2019 Page 2 f� I II MESA-3 CETC+MDC Design Criteria and Loads KPFF Project No. 1800477 MATERIALS SPECIFICATIONS AND STRENGTHS Concrete (normal weight) Interior Curbs f'c = 3000 psi Slab-on-Grade, Foundations & Concrete Walls f'c = 3500 psi Reinforcing Steel Unless Noted Otherwise ASTM A 615, Grade 60 Wood Use Grade Fb psi (single use) Wall Studs Douglas Fir-Larch No.2 & Better 900 Plates Douglas Fir-Larch No. 2 & Better 900 Joists and Planking Douglas Fir-Larch No. 2 & Better 900 Beams and Stringers Douglas Fir-Larch No. 1 1,350 Posts, 5"x5" & larger Douglas Fir-Larch No. 1 1,200 Posts, 4"x 4" Douglas Fir-Larch No. 1 1,000 Laminated Strand Lumber(LSL) Timberstrand 1.55E 2,325 Laminated Veneer Lumber (LVL) Microlam 1.9E 2,600 Parallel Strand Lumber(PSL) Parallam 2.0E 2,900 Foundations and Soils Criteria as per Geotechnical Investigation Report by GeoEngineers, dated December 29, 2017 and memorandum dated June 15, 2018. 6 February 07, 2019 Page 3 M MESA-3 CETC+MDC Design Criteria'and Loads KPFF Project No. 1800477 BEAM DEFLECTION AND CAMBER Roof Deflection Criteria L/240 Live Load on Beams (uno) L/180 Superimposed Dead + Live Load on Beams (uno) LIVE LOADS Roof 25 psf Snow Load with rain on snow effects (non-reducible) Drifted Snow per ASCE 7, Section 7 - Ground Snow Load = 20 psf, I = 1.0 DEAD LOADS Typical Roof Loads ➢ Wood Framing Comments Superimposed Loads a. Standing Steam Decking 0.5 psf b. Cover Board 1 psf c. 2x8 overframing with insulation 2.5 psf e. 5/8" Gyp 2.8 psf f. Mech Equip 4 psf f. Miscellaneous 3 psf SDL 13.8 psf Structure Loads g. Open-web Joists 2.5 psf h. 5/8" Plywood 2 psf Structure+SDL 18 psf +10psf at future solar panel: Exterior Walls & Partitions (seismic contribution) 7.5 psf (15 psf/2 to roof) Seismic DL 26 psf February 07, 2019 Page 4 I �. MESA-3 CETC+MDC Design Criteria and Loads KPFF Project No. 1800477 LATERAL LOADS Wind Design Parameters for the Main Wind Force Resisting System (MWFRS) and Component& Cladding Building h = 20' Mean Roof Height (ASCE—7 Section 26.10) Environment Risk Category= II (IBC Table 1604.5) V = Basic Wind Speed = 110 mph (IBC Figure 1609A for Risk Category II, Figure 1609B for Risk Category III and IV, Figure 1609C for Risk Category 1) Kd = 0.85 wind directionality factor (ASCE—7 Table 26.6-1) Exposure Category"B" (IBC 1609.4.3) Kn = 1.0 topographic factor (Determine at z = 0.33h, ASCE — 7 Section 26.8 and Figure 26.8-1) Enclosure Class "Enclosed" (ASCE—7 Section 26.10) See "Lateral Design" section of calculations for more info. 8 February 07, 2019 Page 5 �tf f MESA-3 CETC+MDC Design Criteria and Loads KPFF Project No. 1800477 Seismic Loading for Building Base Shear= V = Cr,*W = 0.118 *W (LRFD) (ASCE 7 Equation 12.8-1) = 0.084 *W (ASD) See "Lateral Design" section of calculations for derivation. Site Class: D (site classification per ASCE 7 Table 20.3-1) Risk Category: II (per IBC Table 1604.5) Importance Factor: le = 1.0 (Per ASCE 7 Table 1.5-2) Spectral Accel. Site Maximum Design Seismic per USGS Coefficient Considered Spectral Design Hazard Maps (Per IBC Spectral Accel. Accel. (Per Category for IBC 2012 Table (per IBC EQN IBC EQN (Per IBC 1613.3.3) 16-37, 38) 16-39, 40) Table 1613.3.5 Short Period S = 1.071 Fa = 1.07 Sms = 1.15 Sns = 0.77 D 1-Sec. Period S = 0.417 F,,= 1.58 Sm = 0.66 SDI = 0.44 D • Basic Seismic Force Resisting System: Light-framed wood walls sheathed with wood structural panels rated for shear resistance Response Modification Coefficient: R = 6.5 (ASCE 7 Table 12.2-1) System Overstrength Factor: 92o = 3.0 (ASCE 7 Table 12.2-1) Deflection Amplification Factor: Cd = 4.0 (ASCE 7 Table 12.2-1) Period Height: hn = 20 ft Approximate Period Parameters: Ct = 0.2 (ASCE 7 Table 12.8-2) x = 0.75 (ASCE 7 Table 12.8-2) Approximate Period: T. = Ct*(hn)X = 0.19 sec (ASCE 7 Equation 12.8-7) Earthquake Loads E = PQE±0.2 Sos D Seismic Load (ASCE 7 Equations 12.4-1, 2, 3, 4) Em = 920 QE± 0.2 SoS D Maximum Seismic Load (ASCE 7 Equations 12.4-4, 5, 6, 7) P = 1.0 Reliability/Redundancy Factor (ASCE 7 Section 12.3.4) 9 February 07, 2019 Page 6 i MESA-3 CETC+MDC Design Criteria and Loads KPFF Project No. 1800477 Seismic Loading for Elements of Structure and Nonstructural Components FP = k SoS IP WP (ASCE 7 Section 13.3.1) Where: 0.3 _5 k =0.4 ap (1+2�)1 5 1.6 RP h aP = varies Component Amplification Factor (ASCE 7 Table 13.5-1 or 13.6-1) RP = varies Component Response Factor (ASCE 7 Table 13.5-1 or 13.6-1) z/h = varies _< 1.0 Height of attachment of component relative to mean roof height IP = varies Importance Factor (ASCE 7 Section 13.1.3) WP = varies Weight of Portion of Structure or Component 10 February 07, 2019 Page 7 r.. it f MESA-3 CETC + MDC lq)ff KPFF Project No. 1800477 Permit Structural Calculations 16015th Avenue,Suite 1600 Seattle,WA 98101 206.622.5822 Gravity Design Roof Joists & Beams 11 0210712019 t: 't I '� ~~r project G ET C by A`M sheet no. MOC-11sufflng Engineers location date rot Ic,7hq 16015th Avenue,Suite 1600 Job no. Seattle,WA 98101 client (206)622-5822 Fax(206)622-8130 T'�!co - rizAn�ltNG TYP 1.-0AOtNC-7 WIbL = 20 PSF ( 30 PSV AT Sc tLAR- READY Roos) W3L = 2.5 P51✓ �oa� �o�s•rs ZS-) = 1l0 Pt_F < t 3( PLV rotz. L��s�a�1 (SEE IFo LfLowtNG MAX 5PAh1 -rAz1._E) U sE 14 FED - L . 01S75 AT 2!4"&C- E?XTERX oV. MALL HEAVE Z w 25.5�2 + `t�(3O + 2S) 9 20 Pl.� FOtz yx12. DV Z \J 1.7-:5 = 333 5 � -C �{73o# C�.Is) Co N1= 920 Z� _ (opyS ' Co0`IO (t.t5� 22.5 (920)(7.25'� O$ `I x 106 R 7.Z5 (12)/'10 12 TF Z , (oxI0 -DV 2 r>iZ 3 `l2 x 9 `/Z.•. L 5 L AT of Y. 104. < 3-G-9 2t 0e QsE H x 14b ' F 2. or; '/z�x 9 Z2 " LSL .- i � y � REO-U" TRUSS ALLOWAB' - UNIFORM'LOAD TABLE (P' ) / PARALLEL CHORD SEE PAGE 4 FOR ECONOMICAL TRUSS DESIGN De 14" 16" • 1W%TL 115%T1 IOnT1 115xn I00%n US1111 100%n 115%1 '16MU ni%n 100%n alt MR � -in 11S%n • Span 1W%u 12sxn .0%Ll Mit imu 18%n W%u lain lao%LL 1a%n IMLL lain 110%Il laxn 14' 291 341 329 393 376 411 370 427 338 388 328 352 324 357 200 370 237 429 300 460 343 460 422 392 389 16' 266 306 301 351 284 390 343 396 335 380 329 353 304 350 154 332 190 382 217 415 258 423 298 414 381 385 18, 220 250 200 289 228 330 270 353 301 365 322 362 302 344 108 273 139 313 173 359 206 377 239 381 265 392 374 20' 184 212 171_ 245 184 277 207 305 226 332 268 327 290 318 83 229 108 266 134 299 159 323 194 341 214 349 239 353 22' 158 171 1421 204 160 228 177 260 200 289 220 303 260 309 _ 65 _192 84 217 108 252 130 283 150 314 181 307 200 321 24' 133 152 133 178 143 201 157 221 172 247 185 269 202 2B7 52 67 189 87 215 101 241 121 267 139 291 164 294 26` 105 U-131 IF 113 151 129 173 136 190 151 214 166_ 235 177 250 42 55 160 69 188 84 210 99 233 118 255 136 270 28' 85 108 109 132 118 149 125 163 136 181 151 199 163 219 34 108 44 141 56 158 6B 181 84 196 98 220 115 240 30' 90 92 114 108 130 121 145 127 158 140 173 152 1 191 90 37 121 46 140 56 155 68 175 81 192 94 209 32' 75 76 100 95 113 107 128 118 142 127 155 139 169 75 31 101 39 124 48 140 58 155 68 170 79 184 34' 59 84 81 101 99 114 105 126 120 138 127 151 59 84 33 110 41 124 49 136 57 150 66 164 3b' 55 72 87 83 98 97 108 107 119 114 128 55 72 93 35 102 42 115 49 128 57 140 38' 47 62 78 75 86 85 97' 92 106 97 116 47 62 80 30 94 36 i 104 42 114 49 126 40' 40 52 69 79 79 87 N 96 94' 102 41 52 69 86 31 95 37 102 43 114 42' 35 46 59 70 79_ 79 87 85 95 35 47 60 70 _ 86 32 92 37 103 44' 31 39 52 65 71 80 77 85 31 39 52 65 74 82 33 94 46' 36 45 57 66 ._73 79 36 45 57 _ 69 79 86' 48' 40 51 61 67 73 41 51 _ _ 62 70 79 so, 36 45 55 59 65- 36 45 _ 55 66 73 52' —- 39 49 57 62 39 49 _ 59 63 54' 36 44 51 f 55 36 44 51 I S8 56' 37 47 54 37 47 56 58' 36 43 49 36 43 49 - —— - -----60' 39 46 39 46 •See page 5 For available depths and profiles.For depths and profiles not shown,contact your RedBuilt technical representative for assistance •Red numbers refer to 115%Total Load(TQ General Notes • Values shown demonstrate maximum allowable load capacities based on • Straight line interpolations may be made between depths and spans, the following assumptions: • Values in"shaded areas may be increased 7%for repetitive-member use. —Simple span,uniformly loaded conditions,with provisions for positive . Bold italic values are controlled by minimum concentrated load analysis drainage(%:12 slope,minimum)in roof applications. of 2,000 lbs.Higher loads are possible where minimum concentrated —Span indicates distance from inside face to inside face of bearing. load analysis is not required by code.Contact your RedBuilt technical —Top chord no-notch bearing clips with W bearing.Higher values may be representative for assistance. possible with other types of bearing clips. Genemi Notes continued on page 7 f mosses delivered to the Jobske are custom manufactured to resist only project spec;0 ipplication foods provided by the design professional.Actual trusses may not be able to resist the maximum loads shown in the tables above.For questions regarding actual truss capacity contact your RedBuilt technical representative. 6 Y66 1 �1. • '�� 1 I � .. plojed C ETC M sheet no, Consulting Engineers locafbn date 02. 07 1 1601 51h Avenue,Suite 1600 job no. Seeft/e,WA 98101 dient (206)622-5822 Fax(206)622-8130 T14TEZIOM WALL READEiZ w = �.s.s� = 123a PLr- V = I Z 3 U 8.75 j2> = 5 38�# �C G'670* Ca = 1 2.3 0 ( 9,75'-)z = 11 ,'7"70' ' E _ 22.5 (1230;)(8.75')l 3.71 x 1 o" < 3. 8$ x 10 E USE. 1"12 x ` YZ� L SL A-r CO.Z 5 �I = 3Sy5 < lq730# 1 .3s x 10 (0-64 x lb� Use Il x 1 Z DF Z, (o x l p DV 2 oR_ 14 DESIGN PROPERTIES Allowable Design Propertieso) (100%Load Duration) De h Grade Width Design Property �( 4%- 5b4' Plank NO 91A' 9%' 1114' 1114' 14' 19' low 20' Orientation MM Moment ft-lb 1,735 2,685 1,780 4.550 1.3E 3%0 shear Ibs 4.340 5,455 1,925 7,190 Moment of Inertia(inM 24 49 20 111 Weight( If)- 4.5 5.6 5.6 7.4 Moment OHM) 5,210 7 975 10.920 14,090 Shear pbs) _ 3,435 4,295 5,065 5,785 Moment of Inertia(in+) 125 244 400 597 1.55E Weight(pit) 5.2 6.5 1 7.7 8.8 Moment(ft-Ibs) - 10,420 15,955 21,840 28,180 3%* Shear(lbs) 6.870 8.590 10.125 11.575 Moment of Inertia(In+) 250 488 800 1,195 Weight 010 10.4 13 15.3 17.5 Moment(ft-Ibs) _2,125 3,555 5,600 5,885 8,070 8.925 12,130 15,555 19,375 23,580 2.0E 1114' Shear Obs) 1,830 2,410 3,075 3,160 3.740 3,950 4,655 5.320 5,985 6.650 Moment of Inertia(In.+) 24 56 115 125 208 244 400 597 851 1,167 Wel t( II) 2.8 3.7 4.7 4.8 5.7 6.1 7.1 8.2 .9.2 10.2 Moment(ft-Ibs) 12,415 13,055 17.970 19,900 27,160 34,955 43,665 314' Shear(lbs) 6,260 6,430 7,615 8,035 9,475 10,825 12,180 Moment of Inertia((n+) 231 250 415 488 800 1,195 1,701 Weight(pit) 10.1 10.4 12.3 13.0 15,3 17.5 19.7 Moment(ft-Ibs) 18,625 19,585 26,955 29.855 40,740 52.430 65,495 2.0E 514' ShearUbs) 9.390 9,645 11,420 12.055 14,210 16,240 18,270 Moment of Inertia GO) 346 375 623 _ 733 1,201 1,792 2,552 Wei t'( If) 15.2 15.6 18.5 19.5 23.0 26.3 29.5 Moment(ft-lbs) 24.830 26,115 35,940 39,805 54.325 69,905 87,325 1, Shear Obs) 12,520 12,855 15,225 ° 16,070 18.945 21,655 24.360 Moment of Inertia(In! 462 500 831 977 1,601 2.389 3,402 Weight(off) 20.2 20.8 24.6 26.0 30.6 35.0 39.4 (1)For product in beam orientation,unless otherwise noted. Some sizes maynot be available In your region. PRODUCT % %% % Protect product from sun and water STORAGE ®® ®®m ®%®%® % % % CAUTION: ® Wrap is slippery when wet or icy Align stickers(24 or larger) r directly over support blocks ? y Use support blocks&S or larger) at 10'on-center to keep bundles out of mud and water 15 Trus Joist*Beam,Header an,-''Column Specifier's Guide TJ-9000 i October 2017 4 li .. . J DESIGN PROPERTIES. Design Stresses(t) (100%Load Duration) B E w, F,1 F,o F, Shear E Adjusted F' F Compression Compression Horizontal St; Modulus Flexural Tension Equivalent Grade Orientation Modulus of Elastic) Modulus Stress(3) Stress++ Perpendicular Parallel Shear Parallel Specific of Elasticity (psi) of Elasticity+�r (psi) (psi) to Grain(" to brain to brain 6ravitpoi (psi) (psi) (psi) (psi) (psi) 1.3E Beam/column 81,250 1.3 x 106 660,750 1,700 1,075_ 710 1835 425 0.500) Plank 81,250 1.3 x 106 _660,750 1900m 1,075 635(9) 1,835 150 0.500)1.55E Beam 96 875 1.55 x 1064 181815 2 325 1070F161 900 1170 31010) 0.500) 2.0E Beam 125,000 1 2.0 x 106 1 1016 535 2,600 1 1555 1 750 1 2.510 1 285 0.50 1.8E Column 112,500 1.81t 6 _914,880 2,40011' 1,755 545+rr► 2,500 190ri» 0.50 2.0E Beam 125.000 2.0x 106 J 1.016,535 ' 2,900 2025 62502) 1 290003► 290 0.50 (1) Unless otherwise noted,adjustment to the design stresses for duration of load are permitted (6) For lateral connection design only. in accordance with the applicable code. (7) Specific gravity of 0.58 may be used for bolts installed perpendicularto face and loaded (2) Reference modulus of elasticity for beam and column stability calculations,per NDS®. perpendicular to grain. (3) For 12'depth.For other depths,multiply Fe by the appropriate factor as follows: (8) Values are for thickness up to 3�i". ® fr2 0.on (9) For members less than 134'thick and in lank orientation,use FL of 670 psi, —ForTimberShand LSL,multiply by[Rd� p —For Microllam®LVL,multiply by[a]e 136 (10) Value accounts for large hole capabilities.See Allowable Holes on page 26. 12 0 sir (11) Value shown is for plank orientation. —For Parallam®PSL,multiply by[a (12) Use 750 psi for Parallam®PSL identified with plant number 0579. (4) F+has been adjusted to reflect the volume effects for most standard applications. (13) For column applications,use F,ii of 500 psi.Alternatively,refer to ESR-1387,Table 1, (5) F,l may not be increased for duration of load, footnote 15. General Assumptions for Trus Joist® Beams Beam Orientation ■ Lateral support is required at bearing and along the span at 24'on-center, maximum. • Bearing lengths are based on each product's bearing stress for applicable grade and I orientation. ■ All members 7Y4"and less in depth are restricted to a maximum deflection of V16". ■ Beams that are 13A"x 16'and deeper require multiple plies.Some exceptions allowed when using Weyerhaeuser software. ■ No camber. • Beams and columns must remain straight to within sl%asoe(in.)of true alignment., Column Orientation L is the unrestrained length of the member in feet. For applications not covered in this brochure,contact your Weyerhaeuser representative. See pages 28 and 29 for mump/e-member beam connections. I' i I� rimberStrandcLSL,Microllamt LVt,and untreated Parallam®PSL are Intended for dry-use applications Plank Orientation 16 Trus Joist®Beam,Header and Column Specifier's Guide TJ9000 JoOctober 2017 5 I MESA-3 CETC + MDC KPFF Project No. 1800477 qJffPermit Structural Calculations 16015th Avenue,Suite 1600 Seattle,WA 98101 206.622.5822 Gravity Design Stud Walls & Posts 17 0210712019 ;;�f �_ . w �. - . �; Project G ETC C MR sheet no. ffmoconsulting Engineers loratlon date 02 O'7 I 9 16015th Avenue,Suite 1600 job no. Seattle,WA 98101 client (206)622-5822 Fax(206)622-8130 STUD Vl�All.5 C- -x-TEKioK A%ZI P4 G ViALLSWALL SELT-%AT � PSFxI3 � 13EARtiN& LnAD 2��2 ♦ `-i 30 + 25� � !po 'YLV: 9 35 PLF DO PLFr l 035 P�� WIND USE 2 x Co VF Z C' I G" r7G (SE£ A-TrACAED� OK 1.lo x I�swl - �EAfZ1NG �:XTERiou WALLS' 3CI + 100 320 'PLF wi+J� P = 15 psi MAx = 19 Zx AF 2 @ ICo oc is oK (SEE A-7rAtNco)- ZZ.S 5 (Ii/L)1<L I,)4 1 .7.5 � _-7) - (J.°t3" ( Pf�� = = 3 TRY ZxfaClx0 G�(•Coxlp ���zU.84� -rao CLoSE � USE D5L Z >K � CG tCo'" oc oR 3n e 12 oc btu Use Z -- G e I Z dG oR 3X G e 1fo a�- Vog WALLS 18 „ " USE 7- x G e { ry o<, Fay2 WALLS '< 1 '-1 .�.;, I (11 J {L� Cp Ln N 0 00 cn T; al �(yFyjl��u O O CG7 O O O O BOpN�O � r .- G .� � r0 OI r, •- � II II 11 II � p $ o ;� I�Il�� 61 p `cs .Oelll O ��II LL =1I N LL o� II II it 9 p It ❑ II II 6 IL 00 G d 'j o a p 8 k' v IL A A A A 3 � o � u n n n n u 11 9 11 11 o m cn I. u u u u u u O t0 U u wfu N an 01 n n 9 11 n p 9 9 Ill LL� � K o o � 0 o u n 9 It IL.Lavma a LLov � n o to o � � N N O + 4 19 �© � 8 { \ k& CL � § § _ _ s § ■� , § � o o r 2 ■� j " 2 § ° + + pp 81 § a & 0 §Bq m � g % R \ § q 2@ q 2 f 7 2 d \ \ / CL b IL 00 § q § 2 k ° co a R C j q a s § a s V § AA \ A ■ § 2 § § k d§ °9 § � _ �& U) / $ § � § § 2 d° § � �- - % � . o � u� � � �� B _ ® � p o m o c; Q ( f ■ / A t § ■ < § IL A ) � d + CY w � 41 + 20 r, �Y � , .. ' ff"fConsullIng Engineers proJed C STG ».� by A m*f sheet no. I'� localon dateOZ AI&V 1601 5th Avenue,Suite 1600 Job no. Seattle,WA 98101 dlent (206)622-5822 Fax(206)622-8130 �o ST AT 1 ATSIZI O R fin}ALL 12.'3 o ?UV 1 230 ( 15. 25'�z� = 4 .q k POST CSEE AZ cKE.n� 21 I t f Typical Post Capacities With Snow Load (Fc*1.15): No Try 6x6 DF#1 Post d= 5.5 Fb= 0 CD= 1 b=;5�,5 E= 1,600,000 EMIN= 580,000 k(FcE)= 1_0 E'MIN= 580,000 c'= 0_8 A= 30.25 Fc= 1000 F'c= im 0.5fc= 0.0 0.5P= fc= 310.7 P= 9,400 Eave Helght(FcE)= 10.0 ft le(FOE)= 120 in RE= 1001.5 psi >fc OK F'c= 691.5 psi >fc OK (fc/F'c)= 0.45 < 1.0 OK Check Compression Perpendicular to Grain at Sill Fc= 625 for DF grade A= 30.25 P(ALLOW)= 18,906 RuAY1= 9,400 Notes: 1. All allowable design values are based on the 2012 NDS 2. Capacities assume buckling about the weak-axis 22 CETC, Posts, 10.0-ft.xis 2/7/2019 6x6 DF#1, 10-ft MESA-3 CETC + MDC KPFF Project No. 1800477 q)ffPermit Structural Calculations 16015th Avenue,Suite 1600 Seattle,WA 98101 206.622.5822 Gravity Design Foundations 23 02/07/2019 ~ aoie« C E Tr- A m e- Sheet no. =# consulting Engineers location date pZ 1 16015th Avenue,Suite 1600 O Job no. Seattle, WA 98101 Went (206)622-5822 Fax(206)822-8130 �OOTIJQG:5 PSR. G COTE C H �2-EPOFT • Mt ►J I $., w� DE totJT >✓T6 • WN Z�1 5Q FTG • M.L&wa151-5 SC1L OCAK146 aF 3000 PSrr AT FERIMCTER T w = 1035 + N 300 = 1335 PLV w/ 1 `�" wtiD t FZG , 51S = l 33.5� = 42>1 0 PSf < 36ee 1.5 PSI: ok N'T T IJTE KI OR C IP4T �:TG GAR tDL(AG Z vJ = I Z3o +- 3 o o = l 53 o FLP wl 1 S " VIVDE FTG , Sg = 1530�5 = ! 020 PSF= A-r T KTe RI a R Cox P = a . Li14 S PR E0lt> ov E:F, 3' Sa = O0 3 (I.$ ) = 2040 f'S� < 'Scco r'Sfr Qk 3-7 Co O # sj S.1 �24 As (aEa•v;� - yS.t/�9 8.5'��.9>> cnJ. 2- OWL MESA-3 CETC + MDC 1q)ff KPFF Project No. 1800477 Permit Structural Calculations 16015th Avenue,Suite 1600 Seattle,WA 98101 206.622.5822 Lateral Design 25 0210712019 �: V I` I I Proled CETC Building by AMR show no. 1q:yff location Arlington,WA date 02/07/19 M Hewitt Architects job no. 1602 Sth Avenue,Suite 1600 1800477 Seattle,WA 98101 206 622-5822 Seismic Design Parameters 2015 IBC(Ch. 16)&ASCE 7-10(Ch. 11, 12,&22), References perASCE 7-10, UNO Loading X Direction&Y Direction Lateral System A. BEARING WALL SYSTEMS (Tab. 12.2-1) 15.Light-framed(wood)walls sheathed with wood structural panels rated for shear resistance Risk Category II (IBC Tab. 1604.51 Site Class D (ASCE 7 Ch.201 Design Category D (IBC Sec. 1613.3.5; Tab. 16.13.3.5(1)&(2)] Se 1.071 [IBC Fig. 1613.3.1(1)or USGS Seismic Hazard Data] S, 0.417 (IBC Fig. 1613.3.1(2)or USGS Seismic Hazard Data] Fe 1.07 (IBC Tab. 1613.3.3(1)] CI 0.02 (Tab. 12.8-2] F„ 1.58 [IBC Tab. 1613.3.3(2)] x 0.75 [Tab. 12.8-2] SMs 1.15 [IBC Eqn. 16-37] hn 20 ft [Sec. 12.8.2.1] SMi 0.66 (IBC Eqn. 16-38) Te 0.19 sec [Eqn. 12.8-7] SDs 0.77 (IBC Eqn. 16-39] C„ 1.4 [Tab. 12.8-1] SDI 0.44 [I8C Eqn. 16-40] TMooAL (Sec, 12.8.2] T 0.19 sec [Sec. 12.8.2] 1 1.00 (Tab. 1.5-2) TL 6 sec [Fig.22-121 R 6.5 [Tab, 12.2-1] 00 3 [Tab. 12.2-1) Building Height Limit(ft) 65 [Tab. 12.2-1] Cd 4 [Tab. 12.2-1) SDs/(R/1)=Ca 0.118 [Eqn. 12.8-2] SDI/T(R/1)-Ce,,,,u 0.358 [Eqn. 12,8-3] SDI TL/T2(R/I)=Cs,mex WA [Eqn. 12.8-4] 0-044SDS 1 Z 0.01 =Ca,min 0.034 [Eqn. 12.8-5] 0.5SI/(R/1)=Ca. In N/A [Eqn. 12.8-6] Cs(design) 0.118 Seismic Design Force: V=CsW= 0.116 W Ultimate V=CsW= 0.084 W Working Stress 26 a iS Y I . • 1 J 1 N I GEOENGINEERL Memorandum 17425 NE Union HIII Road,Suite 250,Redmond,Washington 98052,Telephone:425-861-6000 www.geoengineers.com To: Ben Davis,Snohomish County PUD No. 1 From: Braydan DuRee and Robert C. Metcalfe o�of wns cy�� x Date: June 15,2018 `O File: 0482-051-04 32507 �O �'Fcrsraa�G ' SS�ONAL Subject: Proposed North County CETC Building The purpose of this memorandum is to provide additional geotechnical design recommendations for the proposed CETC Building, which is part of the planned North County Project located in Arlington, Washington. We previously provided design recommendations for the project in our geotechnical report dated December 29,2017. These additional recommendations were requested in a conference call on June 8,2018. We understand the proposed CETC Building will be a slab-on-grade,single-story,wood-frame building having a footprint of approximately 2,000 square feet The building will be located south of the previously constructed Pole Yard at the location shown in the attached Site Plan(Figure 1). DESIGN RECOMMENDATIONS The CETC Building should be designed following the geotechnical recommendations provided in our December 29,2017 geotechnical report,except as modified below. Selsmic Design Parameters We understand the CETC Building will be designed following the International Building Code (IBC) seismic parameters following American Society of Civil Engineers (ASCE) 7-10, rather than the site-specific seismic response spectrum developed in our December 29, 2017 geotechnical report. The recommended IBC parameters for Site Class, short period spectral response acceleration (Ss), 1-second period spectral response acceleration (Si), and Seismic Coefficients FA and Fv are presented in Table 1. The site soils are susceptible to liquefaction during a design level earthquake,and therefore,are classified as Site Class F. However,we understand the CETC Building will have a fundamental period of vibration equal to or less than 0.5 seconds and can be designed as Site Class D. TABLE 1. IBC SEISMIC DESIGN PARAMETERS Parameter Recommended Value Site Class D Short Period Spectral Response Acceleration,Ss(percent g) 107.1 1-Second Period Spectral Response Acceleration,Si(percent g) 41.7 Sets i WCoefflcient,FA 1,072 Selsmic:Qoefflcl&ht,Fv." 1.583 Note: Based on site coordinates 48.156325'N,122.145667'W,and Site Class D using the USGS onllne Design Maps. Disclaimer.Any electronic form,facsimile or hard copy ofthe original document(cdll,text,table,and/or figure),If provided,and any attachments are only a copy ofthe original document The odglnal document Is stored by GeoEnglneers,Inc.and will serve as the official documentof record. 1 ' find sl � u � S ®f 711N � H rl'''Plw qo. _201lhS[Nf - - '�ti•_ IUlinatae 90. 1 N'AMA .a- � Cemclny Rd .. �a°t. :cnn 5c ra 19SIh P1 fi( pl t e p, O 19SIh 5l NE� J f m 1 IwoUs NE-:. I50n1 Sr N[ M:ytm ? v Y aC r A SITE 182 05[Nr .P TOTEM►AAx ,E Z ry rr to r K c yCIO, 15 i 17rnd s!NW + 172nd 51 NE' 177nd 51 RC !06lCOMI ib%h5E C Z IShch St NE' t l I° n �IPIKrbn mPl a�{ ° M41h it NEIFAIh it NL r�$ Y ti f i• .r. 9 1fRlh It N( Y � G P E h t p n 152nd ca PIE 15X-15t Nf 2- � � Y silo i I, f aflh 5l NE 0 X lf..W 5 I�' t3edsfNE 1100 SE NC � WadCPd I n F 13Elh st n( %. 13 d%5110V N 5 _ ° Oak Harbor W E Port Townsend 0 S Maryfvllk 4,000 0 4,000 Evefetf Feet Index 8 Vicinity Map Notes: I.The locations of all features shown are approximate. 2.This drawing Is for Information purposes.It Is Intended to assist In North County Protect showing features discussed In an attached document GeoEnglneers,Inc. cannot guarantee the accuracy and content of electronic files.The master Arlington, Washington file Is stored by GeoEngineers,Inc.and will serve as the official record of this communication. Data Source:Mapbox Open Street Map,2015 28 G M E N G I N E E R 5 Figure 1 Projection:NAD 1983 UTM Zone 10N n y � •� I�I ' _ � �«f CETC Building by AMR elrtlno. ITff OM Arlington,WA dm 02/07/19 Hewitt Architects job no. 1601 Sth Avenue,Suite 1600 1BW477 Seattle,WA98101 206622-5822 Wind Loads Wind Load Calculations - MWFRS 1.OW LRFD Calculations based on ASCE 7-10 Chapter 27(01recilonal Procedure) Wind Speed,V= 110 mph Fg.26.5-1 q== 26.3 'K.*K., psf Eq.27.3-1 Building Enclosure Enclosed Sec.26.10 K,,= 0.62 Tab.27.3-f Mean Roof Height,h= 20 ft Risk Category II Tab.1.5.1 p=q'G'Cp-gl'(GCpi) Eq.27.4-1 Kd= 0.85 Tab.26.6-1 Rlgld Structure f>1 Hz RI= 1.00 Eq.26.11-1 C __ Windward Leeward Side x t p 0.8 -0.50 -0.7 27.412,3 X Y v 0. G= 0.87 Eq.26.9-6 Width(1 to wind) 46.5 45 ft x 7v L, X GCpi(+/-) 0.18 Tab.26.11-1 Length(II to wind) 45 46.5 ft Y� qh- 16.3 psf Eq.27.3-1 Building Period,T= 0.13 0.13 sec " Y-WInd Exposure Category B B Sec.26.7.3 p=q'G'Cp-gi'(GCpi) Eq.27.4-1 T000.Effects fU Constant Sec.26.8 Rlgld Structure If>1 Hz Windward Leeward Side CP= Fig.27.4-1,2,3 - i D(i 1.00 ��u%6t�-1 .� 0.6 -0.49 -0.7 /7:g G= 0.87 Eq.26.9-6 100 10 fl GCpi(+/-) 0.18 Tab,26.11-1 '10 1.06 E� 20 8-f qh= 16.3 psf Eq.27.3 1 Kn= 1.00 1.00 Eq.26.8-1. Story Forces:x-Direction Story Forces:Y-Direction Elevation,z Story WiCh Trio.Story Total Story Force Elevation O ,z Story Width Tnb.Story Total Story Force Level (h) (ft) Height ft Pressure Level Pressure g (k) (It) (ft) Height (it) (PC (k) High Roof 20.00 47 3.50 18.4 3.0 Hlgh Roof 20.00 45 3.50 18.3 2.9 Low Roof 13.00 47 10.00 17.4 8.1 Low Roof 13.00 45 10.00 17.4 7.6 - 0.co tt . o PSF FoR A S D 10 4 PsF +,sE 11.o Psi ALL L oCATIOWS 29 t �. f; t �Y CETC Building w AMR elwlm'. lq3ff a=mn Arlington,WA di s 02/07/19 Hewitt Architects �ro 1601 Sth Avenue,Suite 1600 18�77 Seattle,WA98101 206622-5822 Wind Loads Wind Load Calculations - Components & Cladding X-Direction) 0.6W ASD Cakula0ars basod on ASCE 7-10 Section 30.4 for low-rise buildings Wind Speed,40.6V= 85 mph Fig.26.5-1,IBC 1609.3.1 p=gh•[G•Cp-GCpl] Eq.30.4-1 Building Enclosure Enclosed Sec.26.10 G= 0.87 Eq.26.9.6 Building Height,h= 20 ft GCpi(+/-) 0.18 Tab.26.11-1 Risk Category II Tab.1.5-1 q,= 15.8 'K;K., poll Eq.27.3-1 Kd- 0.85 Tab.26.6-1 K,t..w= 1.00 R- 1.00 Eq.26,11-1 Kh= 0.70 Tab.30.3-1 Width(1 to wind) 47 It qh= 9.8 pef Eq.2Z3-1 Length(1 to wind) 45 ft Error,choose valid roof type for low rise building Building Period,T= 0.13 sec Roof Type=Flat Roof(A<10'&h>60') Exposure Category B Sec.26.Z3 Well GC,Factor. 1.0 Well® Factored Wind Pressures for Building Height and Area Ran es:X-Direction(pal) Fig.30.4-1 S 10 of Area 100 sf Area >500 of Area Windward Leeward Windward Leeward Windward Leeward GCo Giro GCP GC' GOP GCp GC' GCo GCP Height Range Zone 4,5 Zone 4 Zone 5 Zone 4,5 Zone 4 Zone 5 Zone 4,5 Zone 4 Zone 5 1.0 -1.1 -1-4 0.82 -0.94 -1.05 0.7 -0.8 -0.8 450.500 11.e -12.6 -15.5 9.8 11.0 -12.0 B.8 9.6 -9.6 460480 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.8 •9.6 -9.8 440-M 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.0 -9.6 420440 11.6 -12.5 -15.6 9.8 -11.0 .12.0 8.8 -9.6 -9.6 400420 11.6 -12.5 -15.5 9.0 -11.0 -12.0 8.8 -9.6 -9.6 380400 11.6 -12.5 -15.5 9.0 -11.0 -12.0 5.6 -9.6 -9.6 WO-380 11.6 -12.6 -15.5 9.6 -11.0 -12.0 8.6 -9.6 -9.6 340-380 11.0 -12.5 -15.5 9.6 -11.0 -12.0 8.6 -9.6 -9.6 320-340 11.6 •12.5 •15.5 9.8 -11.0 -12.0 8.5 -9.6 -9.6 300-320 11.0 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 280.300 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 250.280 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 240.260 11.6 -12.5. -15.5 9.8 -11.0 -12.0 8.6 -9.0 -9.6 220.240 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 200-220 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 IW200 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.e -9.6 160.180 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 140-160 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 120-140 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 100-120 11.0 -12.5 -15.5 9.0 •11.0 -12.0 8.6 -9.6 -9.6 90-100 11.0 -12.5 -15.5 9.0 -11.0 -12.0 8.6 -9.6 -9.6 80-90 11.0 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 70-80 11.6 -12.5 -16.6 8.8 N 1.0 -12.0 8.6 -9.6 -9.6 60-70 11.6 -12.5 -15.5 9.8 •11.0 -12.0 8.6 -9.6 -9.6 50-60 11.6 -12.5 -15.5 9.0 •11.0 -12.0 8.6 -9.6 -9.6 40-50 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 3040 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 20-30 11.6 -12.5 9.8 -11.0 -12.0 8.0 -9.6 -9.6 15-20 11.6 -12.5 -15.6 9.8 -11.0 -12.0 8.6 -9.6 -9.6 016 11.8 -12.5 -1 9.8 11.0 12.0 9.6 9.6 9.8 Linear Interpolation Is permitted for areas between 0 an st,18 psf min,Kzt 0.7 min.pressure per Sec 30.2.2 Roof Factored Wind Pressures for Building Height and Area Ranges(Pat) Fig,30.6-1 S 10 st Area 100 st Area >500 sf Area Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Interior Edges Comers Interior Edo" Comers Interior Edges Comers GG -1.4 -2.3 -3.2 -1.1 -1.9 •2.7 •0.9 -1.6 .2.3 Total Pressure -15.5 -24.3 -33.1 -12.5 -20.4 2B.2 -10.6 -17.4 1 -24.3 h9244 1. Liner Interpolation Is permitted for areas between 10 and 100 of 2. Zone 3 may be treated as Zone 2,If there Is a 3 foot parapet "I around the perimeter of the building 3. ql-qh has been reed for positive Internal pressure calcuiations ; J__ 2___L(3 �o a. Positive pressures on roofs and pressures on overhangs are not i- Included in this spreadsheet. ' o s i~ r r 5 e 1 Q i Y r v t r - 30 ROOF FLAN i },,,fir CETC Building 6r AMR a no. IT I 1 9 Arlington,WA deb 02/07/19 ar+ Hewitt Architects lobno. S60i 5th Avenue,Suite 1600 1800477 Senile,WA 98101 206 622-5822 Wind Loads Wind Load Calculations - Components & Cladding Y-Direction) 0.6W ASD Calculations based on ASCE 7-10 SeClbn 30.4/or low•nse buildings Wind Speed,V= 85 mph Fly.26.5-1,IBC 1609.3.1 p-gh'[G'Cp-GCpI] Eq.30.4-1 Building Enclosure Enclosed Sec.26.10 G= 0.87 Eq.26.9.E Building Height,h= 20 ft GCpi(+/-) 0.18 Tab.26.11-1 Risk Category II Tab.1.5-1 q,= 15.8 'K=Ka psf Eq.27.3-1 Kd= 0.85 Tab.26.6.1 K,I,.f= 1.00 Ri= 1.00 Eq.26.11-1 Kh= 0.70 Tab.30.3-1 Width(1 to wind) 45 ft qh= 9.8 psf Eq.27.3-1 Length(II to wind) 47 ft Building Period,T= 0.13 sec Roof Type=Flat Roof(O<10'&In>601 Exposure Category B Sec.26.7.3 Wall GC,Factor- 1.0 Walls Factored Wind Pressures for Building Height and Area Ranges:X-Direction(psf) Fly.30.4-1 510 at Area 100 sf Area >500 sf Area Windward Leeward Windward Leeward Windward Leeward GCo GCo GOP GC;p GCP GCo GCo GCo GCp Height Range Zone 4,5 Zone 4 Zone 5 Zone 4,5 Zone 4 Zone 5 Zone 4,5 Zone 4 Zone 5 1.0 -1.1 -1.4 0.82 -0.94 -1.05 0.7 -0.8 -0.8 480-500 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 460.480 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.8 -9.0 -9.6 440-460 11.8 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.8 -9.6 420-440 11.0 -12.5 -15.5 9.8 -11.0 -12.0 6.6 -9.6 -9.6 4OD-420 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.0 3804M 11.6 -12.5 -15.5 9.8 -11.0 -12.0 6.6 -9.6 -9.6 360-380 11.e -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 340-900 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.0 320.340 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.8 300.320 11A -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.8 -9.8 280.300 11.6 -12.5 -15.5 9.8 -11.0 -12.0 0.8 -9.6 -9.6 260-280 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.0 -9.6 240.250 11.6 -12.5 -15.5 9.8 -11.0 -12.0 e.e -9.6 -9.6 220-240 11.6 -12.5 -15.5 9.6 -11.0 -12.0 8.8 -9.0 -9.6 20D-220 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 I M200 11.0 -12.5 -15.5 9.0 -11.0 -12.0 8.6 -9.6 -9.6 160.160 11.0 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.8 140.160 11.0 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 120-140 11.8 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.0 IOD-120 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 90-100 11.6 -12.5 -15.5 9.0 -11.0 -12.0 8.6 -9.6 -9.6 so-so 11.6 -12.5 -15.5 9.6 -11.0 -12.0 8.8 -9.6 -9.0 7"0 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 60.70 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 50.60 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.8 -9.6 -9.6 40-50 11.5 -12.5 -15.5 9.8 -11.0 -12.0 8.0 -9.6 -9.6 30-40 11.6 -12.5 -15.5 9.8 -11.0 -12.0 0.6 -9.6 -9.6 20-30 11.6 -12.5 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 15.20 11.6 -12.5 -15.5 9.5 -11.0 -12.0 0.6 -9.6 -9.6 0.15 11.6 .12.5 1 -15.5 9.8 -11.0 -12.0 8.6 -9.6 -9.6 Linear Interpolation Is pennitled for areas between 20 and 500 of,10 pal min,Kzt=0.7 min,pressure per Sec 30.2.2 B21 Factored Wind Pressures for Building Height and Area Ranges(psf) Fly,30.6-1 5 10 sf Area 100 at Area >500 st Area Zone 1 Zone 2 1 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Interior I Edges Comers Interior Edges Comers Interior Edges Comers QG. -1.4 -2.9 -3.2 -1.1 -1.9 -2.7 -0.9 -1.6 -2.3 Total Pressure -15.5 1 -24.3 1 -33.1 -12.6 -20.4 -28.2 -10.6- -17.4 -24.3 Not- 1. Linear Interpolation Is permitted for areas between 10 and 100 of I I 2. Zone 3 may be treated as Zone 2,R there Is a 3 foot parapet o around the perimeter of the building 3. ql-qh has been used for positive internal pressure calculations E -- ,)---L D N 4. Positive pressures on roofs and pressures on overhangs are not Included In this spreadsheet. h t o r s r s ° zr 1Q rz . , r J L a C 3 7-0-7 (D --0-73 ,v 31 ROOF PLAN �`.. .. I rcP dod C TL -. 1 '. by AM 1Z. sheet no. an MOC-11--ifing Engineers location date OZ O 1601 5th Avenue,Suite 1600 job no Seattle,WA 98101 client (206)622-5822 Fax(206)622-8130 LATERAL DCS16tJ 5 E) SMi c MASS) IJ ofz-rV of GRIDLttIE Z RooF' W T = 2 0 PS IF ( 7200) ExT * _1114T _ 15 PSF UJA WT Z Iq. Sk V = C s W-T = 0.O214 ( 19. `dk' =_1 G76 SOUTH or- GIZt'DL1Ny 7- 'PSV WALL V, - 3.9 = S3'70* ( Asb) 53�[s �o ? _ ? <? o 32 CE"� MiL project A 6�1eet�� 4,�,:<�.�.�'',. 2 Consulting Engineers bcetlon date O L OT 41,1 16015th Avenue,Suite 1600 r job no. Seattle,WA 98101 die (206)622-5822 Fax(206)622-8130 L AT69 AL DeSIC-t J '.W DtF,fcyow 2 T 14.5' p' EAST E.t.EVA-Ttoti •r q 1 ct LANE 1 Zr L NE 2 c _C17A� Z \ C114.5/2 tZ.1S;/2I 19' = Za2d + 2 L�aE 3 t� zs%Z + �►�l� gfi� � tt .a PsF� = 560 3'7 of < 5 3 6# 5 E(SMIC co�rr'R.o tom_ 33 .. i , i i yI I Consulting Engineers Project project G'E"t G b A m I< d sheet no. • U(>n date O X G 1601&h Avenue,Suite 1600 job no Seattle,WA 98101 client (206)622-5822 Fax(206)622-8130 W L OD C ONT, N - S iR� CT� 01�1 ,1 coNs£aV Fut� NORTH WF C�71ZIPL114E 2 W)NOWA2A LOAD 1?. s '- � dr2>( y�.5�� ( il.o fSF)( M 3a35 1 �,70 w% !J Go N'T2olr 5 _ auTl{ ofr C�KtULtNE � v — ( ?- �ylZ yCv.S �t . D PS 0 �-t o 9 o 3 7 D-O # wt.n1U CoN7K�LS 34 i " sheet no. pro,ect c c o A MOC.".-ItIng Engineers location dale D 7 19 16015th Avenue,Suite 1600 Seattle,WA 98101 dient job no, (206)622-5822 Fox(206)622-8130 .SR6ARWALL- DFSiG " _ i wE A ( tJ oRTH aF 6PR1DLt4E Z� v -� = 1970 03 PLF < 310 PLC SVJ - (z NO NET %WLIFT SY 104SPEC L )NE G Kowr1i 19- 0 * ,v,_ 197b:WX = 103 nth 31 o PL_r� SW -� i)o NET UPLIFT S'y rasPEc L i NE A AA of GRIVO MC Z� U = y D903�/ V- ZUiiS � = C? PCF C 3fo PL`r C9�� 1a. SI W v NET UPLIFT Oy trJSPCG LINE C V = zoil 5 2 o H 5 '* = '4 0 4 Y L.F < 1-16, P L F 51,E - y UPLIFT - q 09 l 17 ) — 3�p ,q k ..+ (0.7 k t ' 'E TG b R �,aei�. PO* AM WOC-11,1111(ing Engineers bcetlon dateD-;. 07 (Q 160151h Avenue,Suite 1600 . joy no. Seattle,WA 98101 dlent (206)622-5822 Fax(206)622-8130 _ (670 /2 Pt_V < 310 PL-'F 1�o ABET UPLIFT Pal/ I aSPEC L i nl� 2 53-to /2 = Zl�� S M oT q,O' WA L L - z6o$S C 3?oo/ 37p 1l �t.a�1.S ' 1� 19.0`� 4 ZCo$ $ I G70#�537o#�C 7 �/21.5�� l •o'� .k + -!>. %' k _ 5. 2 • k ^LISP pLF , k tJI_T OF t.I FT % 0 S. 2 k - �. 1 �`�� � �` - �. �i k (o-(o) - 15 0� � o k� NEbt.l GtBt.E ��- I7as't ��oAo — 1 .'� AT ENDS eF ItE01D�1 .'. Nd >Jlol.� s�owrJ KEA'D 36 IF sheet no. ff Prof b "O ,onsulling Engineers location date 16015th Avenue,Suite 1600 Job no. Seattle,WA 98101 Giant (206)622-5822 Fax(206)622-8130 L1aE � v- = 1 � 5 O �2 a, _ 14 S P L F L F 5 W (,p OPLiFT = I yS ( 1y "� = Z . Ok C S. rok 4�P 37 �� � r. r _ � 1 I Kristin Foster From: Kristin Foster Sent: Tuesday, October 29, 2019 8:45 AM To: Davis, Ben Subject: Cool-Vent Attachments: Cool-Vent Redlined.pdf Good morning, The specifications don't call out for R-38, which is required. Can you please verify that this system will accommodate R- 38? Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.eov 1 Cc�; of ��;� t Permit#: 2415 � Permit Date: 02/20/19ti ��� @� 6mco-, Project Name: PUD - Clean Energy Technology Center •-;� T` --,�,Site Address:Address: 17628 63rd Avenue NE Company/Applicant Name: Snohomish PUD Company/Applicant Address: 2320 California Street City, State, Zip: Everett, WA 98201 Contact: Ben Davis Phone: 425-783-8465 Email: brdavis@snopud.com Permit Type: Commercial New Valuation: 237447.41 Square Feet: 1872 Number of Stories: 1 Type of Construction: VB Occupancy Type: A-3; Assembly Scope of Work: New Technology Center MIC/Opportunity Zone: MIC Permit Issued: Permit Expires: DNU: Applied Status: ISSUED Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200400200 17628 63RD AVENUE NE PUBLIC UTILITY 489 Other Utilities DISTRICT NO I NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Moon Construction Cliff Moon 425-670-6704 19624 76th Ave CONTRACTOR Labor& MOONCC*182N7 W.Ste B Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 08/05/2020 Inspection FDC pressure test 200 psi 2 08/05/2020 08/05/2020 Building Approved hour 08/04/2020 Inspection FDC fire line&thrust block 08/04/2020 08/04/2020 Building Approved in place 1 07/10/2020 Inspection Roof sheathing nailing south 07/10/2020 07/10/2020 Building Approved side 07/17/2020 Inspection Roof Sheathing Nailing 07/07/2020 07/07/2020 Building Approved North side Plumbing Provide valve at end of 06/26/2020 Groundwork copper supply line for 06/26/2020 06/26/2020 Building Corrections testing purposes 06/18/2020 Inspection Fire Line from vault to 06/18/2020 06/18/2020 Building Approved building 06/22/2020 Commericial Approved Plan]Reviews Raw Review Type Description Assigned To Review Status 02/20/2019 Commercial Building Building In Review 09/01/2020 Commercial Building Building In Review Fees Fee Description Notes Amount Traffic Mitigation-City Single Family $16,775.00 Building Permit Fee Table 4-1 $2,606.96 Processing/Technology Fee $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Fee Table 4-2 $1,694.52 Total $21,126.48 Payments Date Paid By Description Payment Type Accepted By Amount 10/18/2019 PUD Permit 2415 Check#8052865 Raelynn Jones $21,126.48 Outstanding Balance $0.00 Notes Date Note Created By: 08/26/2020 Received revised drawings and calculations for the Solar Tree. Kristin Foster 10/31/2019 Received revised info for the insulation that meets the R-28 requirement-see attached. Kristin Foster 10/29/2019 Emailed Ben about Cool-Vent system for R-38 insulation. Kristin Foster 08/21/2019 Received revised plans. Kristin Foster 05/06/2019 Contractor TBD Raelynn Jones 05/06/2019 Anticipated August constniction start per Ben Davis. Raelynn Jones 04/09/2019 Sent an email to Ben for cut sheets of the proposed wall sconces on the south and east sides of Kristin Foster the building.Need to verify that the fixtures will be down shielded. 02/20/2019 Contractor TBD Kristin Foster Uploaded Files Date File Name 11/26/2019 5930117-2415 Issucd Pcnnit.pdL 11/05/2019 58493 l 6-PUD.piig 11/05/2019 5849315-Rinax+Roofing+LTTR+Vatues.pd,pdf 02/20/2019 4536773-2415 Application.pdf Hewitt Architects Foundation Design for Solar Tree at MESA-3 C ETC + M D C Arlington, WA Structural Calculations CALCULATIONS INCLUDED: Pages 1 through 9 These Calculations cover the Foundation Design of the Solar Tree at the CETC project. 0 ,ti A:I,y� ,y• f, rj 1 27462 31� OFFICE COPY iTff REVISED CITY OF ARLINGTON 1601 5th Avenue,Suite 1600 BUILDING DEPARTMENT Seattle,WA 98101 206.622.5822 APPROVED August 03, 2020 DATE BY Received NO CHANGES AUTHORIZED AM $ 6 2020 UNLESS APPROVED BY THE BUILDING INSPECTOR [� � I ow - r � I lrC.—TC sheet no project by�WS location Arl.r kAA 7601 Sth Avenue,Suite 1600 client PVD Job no Seattle,WA..98101[206]622-5822 ,�e� —�.3ssti�� T�}cr►�r va t I - ►.\,3 PL 20 � • �� �'e� bps c��U�-I I''�� o,002sbk1v-a y4'VV k2 • o,62. Cw�a�t 6 � 0 2a` i';Gc, P„ = 132b\b C\ 0L�5 /2 � �.Oq O,tb4 �.p� • V G,IrJ o,385 (2\00\�,� $\0 \b Page 1 of 9 !i �' '! '� sheet no. Project ETG t �`� 1q)ff locellon tk,\;r \VP V date`SI3�1,ap fob no • clirnl �� 1601 Sth Avenue,Suite 1600 Seattle,WA 98107[2061 622-5822 VO \326 \b 15251J V" 132b\b V 11o065 \b ��t big I LAI ' I • P � 2�00 \b Cps \S--Chi - - --- -- i Page 2 of 9 sheet no lqjff ocetlon T�� • YV`J job no 1601 5th Avenue,Suite 1600 client Seattle,WA 98101[2061 622-5822 II � M 1boeS\b \ i btz; = 0.70 • I 2-lIAOI �U-r* L\ov\�C; I2.00 �L + Sb1.rm, O,581K Y,g� So 5' 0' t"L�S 0,6 Vo 0'(v �'ti, y Page 3 of 9 project CjC ` sheet no. location `r\"' m date l�I(pff • 1601 5th Avenue,Sulte 7600 Client �b job no Seattle,WA 98i01[2061 620-5822 \or •C-- 26L5 Mb-F VW r'Q = ��o ►� '� V MEQ ti 6B-L\ 0. i lb Page 4 of 9 _ �. • Z I sheet no Pr*cl CMG I(pff iby locatlon A�1;r V/Pr date 3I7�LO • 1607 5th Avenue,Suite 7600 client %It. Seattle,WA 98707[2061 622-5822 Cky— �po•�..`',-r, 11�:\� ?�S �o� ( cnL ��tt.N�.�R cmn�r.�. ' O � `DaCS, 3�� `JS, C�rt�, • • L cwc CSC ?Lt:— I �h= I;rS �r• M�.w.vr<. �� y.��l I t i E t I 1 �+ I I , -�� � �- �„�� o My-.,h;ma�!� Ay C� •mot, w� \..� ��� • Page 5 of 9 THESE CALCS ARE ELM Ed I EFERENCE CHECK ON Hilti PROFIS Engineering 3.0.62 CONCRETE EDGE BREAKOUT www.hilti.com Company: Page: 1 Address: Specifier: Phone I Fax: E-Mail: Design: CETC Solar Tree Foundation Date: 8/3/2020 Fastening point: Specifier's comments: 1 Input data Anchor type and diameter: Hex Head ASTM F 1554 GR.36 3/4 - Item number: not available Effective embedment depth: her=16.000 in. Material: ASTM F 1554 Proof: Design Method ACI 318-08/CIP Stand-off installation: without clamping(anchor);restraint level(anchor plate):2.00;ee=1.000 in.;t=1.250 in. Hilti Grout:CB-G EG,epoxy,%,Groul=14,939 psi Anchor plate : Ix x ly x t=20.000 in.x 20.000 in.x 1.250 in.;(Recommended plate thickness:not calculated) Profile: Square HSS(AISC),HSS12X12X.375;(L x W x T)=12.000 in.x 12.000 in.x 0.375 in Base material: cracked concrete,3000,f.'=3,000 psi;h=42.000 in. Reinforcement: tension:condition B,shear:condition B; edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no R- The anchor calculation is based on a rigid anchor plate assumption. Geometry[in.]&Loading[lb,in.lb] m� ^r I tY.2 p— �O O O �O 2 Y x Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering(c)2003-2020 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt!AG,Schaan Page 6 of 9 • 1 T9ESE CALCS ARE C-FERENCE CHECK ON CONCRETE EDGE BREAKOUT. Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 2 Address: Specifier: Phone I Fax: E-Mail: Design: CETC Solar Tree Foundation Date: 8/3/2020 Fastening point: 1.1 Design results Case Description Forces pb]/Moments[in.lb] Seismic Max.Util.Anchor[%] 1 Combination 1 N=-2,100;Vx=1,525;VY=0; no 74 Mx=0;My=19,215;M�=0; Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2020 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of HIM AG,Schaan Page 7 of 9 -LIESE CALCS ARE LIFERENCE CHECK ON CONCRETE EDGE BREAKOUT. Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 3 Address: Specifier: Phone I Fax: E-Mail: Design: CETC Solar Tree Foundation Date: 8/3/2020 Fastening point: 2 Proof I Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity pN/[3v[%] Status Tension Concrete Breakout Failure 211 9,635 3/- OK Shear Concrete edge failure in direction x+ 1,525 2,089 474 74 OK Loading pN av Utilization YN v[%] Status Combined tension and shear loads 0.022 0.730 5/3 60 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)20032020 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Page 8 of 9 � • �. I THESE CALCS ARE I .EFERENCE CHECK ON CONCRETE EDGE BREAKOUT Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 4 Address: Specifier: Phone I Fax: I E-Mail: Design: CETC Solar Tree Foundation Date: 8/3/2020 Fastening point: 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2020 HIM AG,FL-9494 Schaan HIM is a registered Trademark of Hilti AG,Schaan Page 9 of 9 '- . I I r MF17Ca�' 2018-03 Long Term Thermal Resistance(LTTR)Value' Thermal R-Valuez Nominal Thickness Multi-Max FA-3 Re-Cover Board-3 Thermaroof Plus-3 (Inches) and Ultra-Max 1.00 --- 5.7 6.0 1.10 --- 6.3 6.7 1.20 --- 6.8 7.4 1.25 7.1 7.8 1.30 7.4 8.1 1.40 8.0 8.9 1.50 8.6 -- 9.6 1.60 9.1 10.3 1.70 9.7 --- 11.0 1.75 10.0 --- 11.4 1.80 10.3 --- 11.7 1.90 10.9 12.4 2.00 11.4 -- 13.1 2.10 12.0 --- 13.9 2.20 12.6 --- 14.6 2.25 12.9 --- 14.9 2.30 13.2 -- 15.3 2.40 13.8 -- 16.0 2.50 14.4 --- 16.7 2.60 15.0 -- 17.4 2.70 15.6 --- 18.1 2.75 15.9 --- 18.5 2.80 16.2 18.9 2.90 16.8 - 19.6 3.00 17.4 20.3 3.10 18.0 --- 21.0 3.20 18.6 --- 21.7 3.25 18.9 --- 22.1 3.30 19.2 --- 22.4 3.40 19.9 -- 23.1 3.50 20.5 23.9 3.60 21.1 --- 24.6 3.70 21.7 -- 25.3 3.75 22.1 --- 25.6 3.80 22.3 -- 26.0 3.90 23.0 --- 26.7 4.00 23.6 --- 27.4 4.10 24.2 --- 28.1 4.20 24.9 --- 28.9 4.25 25.2 --- 29.2 4.30 25.5 --- 29.6 4.40 26.1 30.3 4.50 26.8 31.0 LTTR values are determined in accordance with CANIULC-S770. LTTR predicts a 15-year,time-weighted average. z Determined by ASTM C518 at 75F mean temperature on material conditioned according to PIMA T8101 Rmax-13524 Welch Road-Dallas,TX 75244-(972)387-4500-Fax(972)387-4673-www.rmax.com-Email:rmax@rmax.com MFIX: 201E-03 Tapered Thermaroof-3 and Tapered Ultra-Max Slope Panel Nominal Thickness Long Term Thermal Resistance (Inches) Designation (inches) (LTrR'Value _ NN 0.50 - 0.75 3.6 N 0.75 - 1.00 5.0 00 1.00 - 1.25 6.4 1/16 0 1.25 - 1.50 7.8 PP 1.50 - 1.75 9.3 P 1.75 - 2.00 10.7 RR 2.00 - 2.25 12.1 R 2.25 - 2.50 13.6 AA 0.50 - 1.00 4.3 A 1.00 - 1.50 7.1 B 1.50 - 2.00 10.0 1/8 C 2.00 - 2.50 12.9 D 2.50 - 3.00 15.9 E 3.00 - 3.50 18.9 F 3.50 - 4.00 22.1 JJ 0.50 - 1.25 5.0 J 1.00 - 1.75 7.8 KK 1.25 - 2.00 9.3 3/16 K 1.75 - 2.50 12.1 LL 2.00 - 2.75 13.6 L 2.50 - 3.25 16.6 MM 2.75 - 3.50 18.2 M 3.25 - 4.00 21.2 X 0.50 - 1.50 5.7 G 1.00 - 2.00 8.6 Y 1.50 - 2.50 11.4 1/4 H 2.00 - 3.00 14.4 2 2.50 - 3.50 17.4 1 3.00 - 4.00 20.5 22 3.50 - 4.50 23.6 SS 0.50 - 2.00 7.1 3/8 S 1.00 - 2.50 10.0 TT 2.00 - 3.50 15.9 Q 0.50 - 2.50 8.6 1/2 XX 1.00 - 3.00 11.4 QQ 2.50 - 4.50 20.5 LTTR values are determined in accordance with CAN/ULC-5770 LTTR predicts a 15-year,time-weighted average Rmax-13524 Welch Road-Dallas,TX 75244-(972)387-4500-Fax(972)387-4673-www.rmax.com-Email:rmax@rmax.com MAx'� 2018-03 Nailale Base-3 with Alternate Nailing Surfaces 7/16"OSB or 1/2"Plywood 5/8"OSB or Plywood 3/4"OSB or Plywood Nominal Nominal Nominal Thickness LTTRI Thickness LTTR2 Thickness LTTR= _ {inches!' (Inches!' (inches)' 1.50 6.3 1.625 6.4 1.75 6.6 I!.t 1.60 6.9 1.725 7.0 1.85 7.2 1.70 7.4 1.825 7.5 1.95 7.7 1.75 7.7 1.875 7.8 2.00 8.0 1.80 8.0 1.925 8.1 2.05 8.3 1.90 8.6 2.025 8.7 2.15 8.9 y 2.00 9.2 2.125 9.3 2.25 9.5 2.10 9.7 2.225 9.8 2.35 10.0 1 T1 2.20 10.3 2.325 10.4 2.45 10.6 1.is 2.25 10.6 2.375 10.7 2.50 10.9 1.37_ 2.30 10.9 2.425 11.0 2.55 11.2 .99 2.40 11.4 2.525 11.5 2.65 11.7 70 2.50 12.0 2.625 12.1 2.75 12.3 2.60 12.6 2.725 12.7 2.85 12.9 2 2.70 13.2 2.825 13.3 2.95 13.5 _ 2.75 13.5 2.875 13.6 3.00 13.8 1.30 2.80 13.8 2.925 13.9 3.05 14.1 _ 2 t't 2.90 14.4 3.025 14.5 3.15 14.7 3.00 15.0 3.125 15.1 3.25 15.3 3.10 15.6 3.225 15.7 3.35 15.9 3.20 16.2 3.325 16.3 3.45 16.5 3.25 16.5 3.375 16.6 3.50 16.8 3.30 16.8 3.425 16.9 3.55 17.1 3.40 17.4 3.525 17.5 3.65 17.7 3.50 18.0 3.625 18.1 3.75 18.3 3.60 18.6 3.725 18.7 3.85 18.9 3.70 19.2 3.825 19.3 3.95 19.5 3.75 19.5 3.875 19.6 4.00 19.8 3.80 19.8 3.925 19.9 4.05 20.1 Z > > 3.90 20.5 4.025 20.6 4.15 20.8 4.00 21.1 4.125 21.2 4.25 21.4 4.10 21.7 4.225 21.8 4.35 22.0 4.20 22.3 4.325 22.4 4.45 22.6 4.25 22.7 4.375 22.8 4.50 23.0 4.30 22.9 4.425 23.0 4.55 23.2 4.40 23.6 4.525 23.7 4.65 23.9 4.50 24.2 4.625 24.3 4.75 24.5 4.60 24.8 4.725 24.9 4.85 25.1 4.70 25.5 4.825 25.6 4.95 25.8 4.75 25.8 4.875 25.9 5.00 26.1 4.80 26.1 4.925 26.2 5.05 26.4 4.90 26.7 5.025 26.8 5.15 27.0 5.00 27.4 5.125 27.5 5.25 27.7 'Nominal thicknesses and LTTR values include wood panel. 2 LTTR values are determined in accordance with CANIULC-5770. LTTR predicts a 15-year,time-weighted average. Rmax-13524 Welch Road-Dallas,TX 75244-(972)387-4500-Fax(972)387-4673-www.rmax.com-Email:rmax@rmax.com mmxX " 2018-03 Multi-Vent Nallale Base-3 with 1"Venting Blocks and Alternate Nailing Surfaces 7/16"OSB or 1/2"Plywood 5/8"OSB or Plywood 3/4"OSB or Plywood Nominal Nominal Nominal Thickness LTTR2,3 'thickness LTTR2,3 Thickness LTTR2,3 (Inches)' (inchest (inches)' 2.50 5.7 2.625 5.7 2.75 5.7 2.60 6.3 2.725 6.3 2.85 6.3 2.70 6.8 2.825 6.8 2.95 6.8 L' 2.75 7.1 2.875 7.1 3.00 7.1 - 1.3t 2.80 7.4 2.925 7.4 3.05 7.4 u, 2.90 8.0 3.025 8.0 3.15 8.0 it: 3.00 8.6 3.125 8.6 3.25 8.6 3.10 9.1 3.225 9.1 3.35 9.1 3.20 9.7 3.325 9.7 3.45 9.7 3.25 10.0 3.375 10.0 3.50 10.0 3.30 10.3 3.425 10.3 3.55 10.3 1 L. 3.40 10.8 3.525 10.8 3.65 10.8 L ]�. 3.50 11.4 3.625 11.4 3.75 11.4 3.60 12.0 3.725 12.0 3.85 12.0 3.70 12.6 3.825 12.6 3.95 12.6 3.75 12.9 3.875 12.9 4.00 12.9 3.80 13.2 3.925 13.2 4.05 13.2 _ 3.90 13.8 4.025 13.8 4.15 13.8 4.00 14.4 4.125 14.4 4.25 14.4 _ 4.10 15.0 4.225 15.0 4.35 15.0 4.20 15.6 4.325 15.6 4.45 15.6 4.25 15.9 4.375 15.9 4.50 15.9 4.30 16.2 4.425 16.2 4.55 16.2 4.40 16.8 4.525 16.8 4.65 16.8 4.50 17.4 4.625 17.4 4.75 17.4 4.60 18.0 4.725 18.0 4.85 18.0 4.70 28.6 4.825 18.6 4.95 18.6 4.75 18.9 4.875 18.9 5.00 18.9 4.80 19.2 4.925 19.2 5.05 19.2 4.90 19.9 5.025 19.9 5.15 19.9 5.00 20.5 5.125 20.5 5.25 20.5 5.10 21.1 5.225 21.1 5.35 21.1 5.20 21.7 5.325 21.7 5.45 21.7 5.25 22.1 5.375 22.1 5.50 22.1 5.30 22.3 5.425 22.3 5.55 22.3 5.40 23.0 5.525 23.0 5.65 23.0 5.50 23.6 5.625 23.6 5.75 23.6 5.60 24.2 5.725 24.2 5.85 24.2 5.70 24.9 5.825 24.9 5.95 24.9 5.75 25.2 5.875 25.2 6.00 25.2 5.80 25.5 5.925 25.5 6.05 25.5 5.90 26.1 6,025 26.1 6.15 26.1 6.00 26.8 6.125 26.8 6.25 26.8 'Nominal thicknesses include wood panel and 1"air space(blocks) LTTR values are determined in accordance with CANIULC-S770. LTTR predicts a 15-year,time-weighted average LTTR values are for the foam portion only. Rmax-13524 Welch Road-Dallas,TX 75244-(972)387-4500-Fax(972)387-4673-www.rmax.com-Email:rmax@rmax.com lox" N1 t: •r I ,.--PUBLIC UTILITY DISTRICT NO. 1 TRANSMITTAL DATE: 02/15/19 TO: City of Arlington Community&Economic Development 18204 59"Avenue NE Arlington,WA 98223 FROM: Ben Davis,PE TELEPHONE NO: 425-783-8465 PROJECT: CETC &MDC COPIES: file DELIVERY METHOD: ❑ REGULAR MAIL ❑ OVERNIGHT MAIL ❑ COURIER ❑ E-MAIL ® OTHER ITEM COPIES DATE DESCRIPTION I 1 02/15/19 Commercial Application Permit Submittal 2 2 02/15/19 Drawing Set 2204 3 2 02/15/19 Drawing Set l 1x17 4 2 02/15/19 Structural Calculations 5 2 02/15/19 Drainage Report 6 2 02/15/19 Stormwater Pollution Prevention Plan (SWPPP) 7 2 02/15/19 Geotechnical Report 8 1 02/15/19 NREC Summary Forms 9 1 02/15/19 Special Inspection Requirements Forms (Sheets SO.104, SO.105) Item number 8 includes summary forms from WSEC Compliance Forms. If additional information is needed please see the Excel files included in the on-line submittal. ® FOR YOUR REVIEW File Name:C:\Users\brdavis\Desktop\T_02-15-19_CETC&MDC Commercial Permit.doex Received FEB 16 2019 2320 California Street Everett Washington 98201 1` Y Project r 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2ois General Info Project Title: Clean Energy Technology Center(CFTC)&MDC Date 2/7/2019 This PROJ-SUM Project Street Address: 17601 59th Avenue NE For Building Department Use form shall be Project City,County,Zip: Arlington,WA 98223 provided as a cover sheet for all Project Owner or Rep: Public Utility District No.1 of Snohomish County compliance form submittals.Project Jurisdiction: City of Arlington Title matches project plans title block. Project Description New Construction and Additions Select all that apply to the ❑✓ New Building ❑ Building Addition ❑Addition+Existing scope of project. Select Addition+Existing Existing Building Retrofit or Alteration+Existing if the existing building will be ❑Alteration ❑ Alteration+Existing ❑Change in Space Conditioning combined with the addition or alteration to demonstrate compliance per Section ❑Change of Occupancy ❑ Historic Building C502.1 or C503.1. Building Elements Scope-Select all that apply ❑All Building Envelope Mechanical Systems ❑Service Hot Water Systems Lighting Systems Electrical Systems Q All Commercial O Group R-R2,R3,&R4 O over 3 stones and all R1 Mixed Use-Building is greater than three stories above grade and it has both Commercial and Group Occupancy Type R occupancies. Mixed Occupancy-Building is three stories or less above grade and it has both Commerical and Group R2, R3 or R4 occupancies.Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Select all that apply to the scope of project ❑� Fully Conditioned ❑ Semi-heated2 ❑Refrigerated Warehouse, Walk-in Cooler/Freezer, ❑� Low Energy Space Category3 Refrigerated Display Case' Space Conditioning Categories Eligible Low Energy Spaces ❑Unconditioned ❑ Low energy heating/cooling capacity ❑Wireless service ❑ Greenhouse4 ❑✓ Equipment building equipment shelter Floor Area and Floors Above Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Grade Stories 1 1,872 SF 1,872 SF QQ Prescriptive C Total Building Performance Prescriptive-Projects complying prescriptively shall demonstrate compliance with all applicable mandatory and prescripive requirements of this code. Refer to C401.2,Item 1 for more information. Compliance forms General Compliance to include with a Prescriptive submittal:All applicable ENV,LTG,MECH and C406. Path Total Building Performance-Projects complying via total building performance(TBP)shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions In this Code.Refer to Section C401.2,Item 2 for more information. Compliance forms to include with a TAB submital:PROJ-SUM,C406-SUM&C406-DETAIL,ENV-CIK,LTG- EXT,LTG-CHK,and all MECH forms(except MECH-ECONO). Rece1vp-1 ;. { ) � r ��. Envelope2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Info Project Title: Clean Energy Technology Center(CETC)&MDC Date 02/07/2019 Applicant Information. Provide contact information for individual who can For Building Department Use Compliance forms respond to inquiries about compliance form information provided. do not require a password to use. Company Name: HEWITT Architects,Inc. Instructional and Company Address: 101 Stewart Street,Suite 200 calculating cells are write-protected. Applicant Name: Scott Shaw,AIA Applicant Phone: 206.834.3845 Applicant Email: sshaw@hewittseettle.com Project Description New Building ❑Addition ❑Alteration Occupancy Type •Q All Commercial 0 Group R-All R1 and R2,R3,R4 over 3 stories 0 Selection required to enable forms. Envelope Compliance Path 0 Prescriptive 0 Component Performance Selection required to enable forms. Component Performance 0 Standard 0 Change of Occupancy/Conditioning 0 Calculation Type Selection required to enable ENV-UA ❑Additional Efficiency Package Option-C406.8 Enhanced Envelope and ENV-SNGC forms. To comply,demonstrate building thermal envelope performance is 15%lower than the Target UA. ❑ Air barrier testing per Section C402.5.1.2 Q Air barrier testing not required included in project scope Air Barrier Testing ❑ Additional Efficiency Package Option-C406.9 Reduced Air Infiltration To comply,demonstrate that measured air leakage of building envelope does not exceed 0.25 cfm/ftz(air barrier surface area)under test pressure of 0.3 inch w.g. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical Prescriptive Path-Enter values for (rough opening) divided by Wall Area times 100 equals Fenestration vertical fenestration,sXi0s,gross 252.0 — 2622.0 X 100 = 9.6% walls and roof on this NVV-SUM worksheet. Gross Exterior Component Performance-Enter values Total Skylight divided by Roof Area times 100 equals %Skylight in ENV-UA and/or ENV-UA-GROUP-R worksheet. These values auto-fill from 0.0 _ 2736.0 X 100 = 0.0% Vertical Fenestration VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Compliance Area Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration 0 High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates OQ Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone 0 In buildings>_3 stories,25%or more of NET floor area is in daylight zones per areas and ft2 on project plans. 0 In buildings<3 stories,50%or more of CONDITIONED floor area is within daylight zones per For Daylight Zone Area Calculations- C402.4.1.1 a)Sidelight areas include primary+ Daylight Zone Calculations secondary daylght zone areas. Daylight Zone Fenestration Alternate Sidelight Daylight Toplight Daylight Percent Daylight b)Include overlapping toplight and Not Selected.No Calculations Required Zone Area Zone Area Zone Area sidelight daylight zone areas under Toplight. 1,872 827 0.441773504 c)Refer to Chapter 2 for net floor area Spaces in Single Story List all enclosed spaces that exceed 2,500 ft2,have ceiling height greater than 15 ft and are space Building Requiring Skylights types required to comply with this provision. Code requires a minimum of 50%of the floor Space Area(ft) DLZ Area(ft) SRR or Aperature Exception area to be within a skylight daylight zone for NA specific space types.Refer to C402.4.2 for requirements. DLZ=Daylight zone, SRR=Skylight to roof ratio Indicate aperature with"AP"prefix(AP 1.1%) �� 1 ( } Envelope Summary ENV-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 Project Info Project Title: Clean Energy Technology Center(CETC)&MDC Date 02/07/2019 Applicant Information. Provide contact information for individual who can For Building Department Use Compliance forms pp i do not require a r esoond to inouiries about compliance form information orovided. password to use. Company Name: HEWITT Architects,Inc. Instructional and Company Address: 101 Stewart Street,Suite 200 calculating cells are write-protected. Applicant Name: Scott Shaw,AIA Applicant Phone: 206.834.3845 Applicant Email: sshaw@hewittseattle.com Project Description O New Building ❑ Addition ❑ Alteration Occupancy Type O All Commercial O Group R-All R1 and R2,R3,R4 over 3 stories O Selection required to enable forms. Envelope Compliance Path O Prescriptive O Component Performance Selection required to enable forms. Component Performance p Standard O Change of Occupancy/Conditioning O Calculation Type Selection required to enable ENV-UA ❑ Additional Efficiency Package Option-C406.8 Enhanced Envelope and ENV-SHGC forms. To comply,demonstrate building thermal envelope performance is 15%lower than the Target UA. ❑ Air barrier testing per Section C402.5.1.2 p Air barrier testing not required included in project scope Air Barrier Testing ❑ Additional Efficiency Package Option-C406.9 Reduced Air Infiltration To comply,demonstrate that measured air leakage of building envelope does not exceed 0.25 cfm/ft7(air barrier surface area)under test pressure of 0.3 inch w.g. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical Prescriptive Path-Enter values for (rough opening) divided by Wall Area times 100 equals Fenestration vertical fenestration,skylights,gross walls 252 .0 — 2622.0 X 100 = 9. 6% and roof on this ENV-SUM worksheet. Component Performance-Enter values Gross Exterior Roof in ENV-UA and/or ENV-UA-GROUP-R Total Skylight divided by Area times 100 equals %Skylight worksheet. These values auto-fill from ENV-UA and are write-protected on ENV- 0.0 _ 2736.0 X 100 = 0.0% Vertical Fenestration VERTICAL FENESTRATION AREA COMPLIES Area Fenestration Area Compliance Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration O High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates O Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone O In buildings Z 3 stories,25%or more of NET floor area is in daylight zones per C402.4.1.1 areas and f:2 on project plans. O In buildings<3 stories,50%or more of CONDITIONED floor area is within daylight zones per For Daylight Zone Area Calculations- C402.4.1.1 a)Sidelight areas include primary+ Daylight Zone Calculations secondary daylgoverlapping t zone areas. Daylight Zone Fenestration Alternate Not Sidelight Daylight To li ht Daylight Percent Daylight b)include overiapping toplight and9P 9 sidelight daylight zone areas under Selected.No Calculations Required Zone Area Zone Area Zone Area Toplight. 1,872 827 0.441773504 c)Refer to Chapter 2 for net floor area definition. Spaces in Single Story List all enclosed spaces that exceed 2,500 ft2,have ceiling height greater than 15 ft,and are Building Requiring Skylights space types required to comply with this provision. Code requires a minimum of 50%of the floor Space Area(ft2) DLZ Area(ftz) SRR or Aperature Exception area to be within a skylight daylight zone for NA specific space types.Refer to C402.4.2 for requirements. DLZ=Daylight zone, �� �� 'c�; ,� i Summary 2015 Washington State Enerqy Code Compliance Forms for Commercial Buildings including R2,R3 R4 over 3 stories and all R1 Revised Nov 2017 Project Info Project Title: North County CETC Building Date 2/7/2019 Compliance Applicant Information. Provide contact information for individual who can For Building Department Use forms do not respond to inquiries about compliance form information provided. require a Company Name: Sazan Group,Inc. password to use. Company Address: 600 Stewart St.,Suite 1400,Seattle,WA 98101 Instructional and calculating cells Applicant Name: Niels Fallisgaard are write- protected. Applicant Phone: 206-267-1700 Applicant Email: nfallisgaard@sazan.com Project Description Q New Building ❑Addition ❑Alteration ❑ No Lighting Scope Include PROJ-SUM form(included in envelope forms workbook)with lighting compliance forms. Interior Lighting System LED lighting in B occupancy with motion and daylight sensing. Description 0 Interior Lighting Plans Included Interior Lighting Power Building Area Method ❑Space-by-space Method Allowance Method Select method used in project. Interior Lighting Controls Q All C405.2.1-C405.2.8 Lighting Controls ❑C405.2 Exception 5 Luminaire Level ❑Additional Efficiency Package Option Lighting Controls(LLLC) C406.4 Enhanced Digital Lighting Controls To comply with C406.4,no less than 90%of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Permanently installed interior lighting fixtures in dwelling units comply with: No Dwelling C405.2 thru C405.5 Commercial Lighting Lighting O s g Controls and LPA Units Q C406.3 High Efficacy Lighting Q R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System LED security lighting on buiilding Description Q Exterior Lighting Plans Included Building Additions Compliance Method Interior lighting Exterior lighting ❑ ❑ Lighting systems in addition area comply with all applicable ect provisions as a stand alone new construction proj Refer to Section C502.2.6 for additional - requirements. Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects,Include new+existing-to-remain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects,include new+existing-to-remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non-Tradable Lighting Wattage tables in LTG-EXT form. f �) ;,_ � Lighting Summary, c0it. 1P LTG-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: North County CETC Building Date 2/7/2019 Change of Space Use ❑ Existing interior lighting systems in areas under-going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1)or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50%or more of existing are replaced ❑ ❑ ❑ Select all Lighting Powerand Lighting Control elements that apply to the scope Less than 50%of existing are replaced ❑ ❑ ❑ of the retrofit project.If project includes a combination of spaces where less than Lamp and/or ballast replacement only 50%of the existing fixtures are replaced —existing total wattage not increased ❑ ❑ ❑ in some spaces,and 50%or more of the 50%or more replaced-Total lighting power of new+existing-to-remain fixtures shall comply with total fixtures are replaced in others,then LPA per Sections C405.4.2 and C405.5.2. Include new+existing-to-remain fixtures in Proposed provide separate lighting power Lighting Wattage table in LTG-INT-BLD,LTG-INT-SPACE or LTG-EXT form. compliance forms for the two retrofit Less than 50%replaced-Total lighting power of new+existing-to-remain fixtures shall not exceed the conditions.Spaces undergoing the same total lighting power prior to alteration. Include new+existing-to-remain fixtures in the Proposed Lighting type of retrofit maybe combined into one lighting power compliance form. Wattage table in LTG-INT-BLD,LTG-INT-SPACE or LTG-EXT form. 50%threshold applies to number of luminaires for interior spaces and parking garages,and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements. Lighting Controls Interior lighting g g Parking garage Exterior lighting All alteration lighting controls shall be New wiring installed to serve added commissioned per C408.3. fixtures and/or fixtures relocated to new ❑ ❑ ❑ circuit(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured- ❑ luminaires unchanged or relocated only New wiring or circuit-For interior lighting,provide required manual controls per C405.2.3,occupancy sensor controls per C405.2.1,daylight responsive controls per C405.2.4 and application specific lighting ❑ No changes are being made to controls per C405.2.5.For exterior lighting,provide required controls per C405.2.7. the interior or exterior lighting New or moved panel-Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space-Provide all required lighting controls that apply to a new interior space. changed. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. r .. ,.. 2015 Washington,.Stat''_",vergy Code Compliance Forms for Commercial, R2 -'�R3 over 5.stories:and all R1 Mechanical 2015 Washington State Energy Code Com fiance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Project Information Project Title: CETC Building Date 2/7/2019 Applicant Information. Provide contact information for individual who can respond to For Building Dept.Use inquiries about compliance form Information provided. Company Name: Sawn Group Company Address: 600 Stewart St.#1400 Seattle,WA 98101 Applicant Name: NIELS FALLISGAARD Applicant Phone: 206-267-1700 Project Description New Building ❑Building Addition ❑Tenant Improvement ❑System Retrofit ❑No System Changes Briefly describe mechanical systems in the text box provided ❑Total Bldg Performance(TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM,MECH-CHK,and C407 Energy Analysis forms required. ❑✓ Load calculation summary ❑ MECH-LOAD-CALC Form Design Load Calculations Provide design load calculations for all mechanical systems and equipment serving the building heating,cooling or ventilating needs.If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required. El Mechanical Plans ❑ MECH-EQ Forms(TBD) Mechanical Schedules Indicate location of equipment compliance information.If provided on plans then MECH-EQ forms are not required, however,include on plans all applicable compliance information listed in MECH-EQ tables. Q DOAS is required per C403.6 effective July 1,2017(office,retail,education,library and fire station occupancies) All occupied,conditioned areas shall be served by a DOAS that delivers required ventilation air in a manner that does not require space conditioning fan operation.Space conditioning fans cycled off when no heating or cooling is required. Dedicated Outdoor Air ❑ Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS(C403.6,Exception 1) System Requirements and ❑ Ventilation and space conditioning provided by a HEVAV system per C403.7 in lieu of DOAS(C403.6,Exception High Efficiency VAV ❑ DOAS included in project,although not required(occupancy not office,retail,education,library or fire station) Alternate ❑ DOAS related allowances included in project: ❑ Prescriptive vertical fenestration maximum area allowance increased to 40%per C402.4.1.4 with 100%of conditioned floor area in building served by DOAS. ❑ Exception to air economizer per C403.3 Exception 1,include MECH-ECONO form. ❑✓ Project includes HVAC air distribution systems that provide heating and/or cooling If yes,provide a MECH-FANSYS-SUM form. Fan Power ❑ For one or more systems,the total fan motor nameplate hp of all fans in HVAC system exceeds 5hp. If yes,provide a separate MECH-FANSYS form for each HVAC system exceeding the 5 horsepower threshold. Refer to Section C403.2.11 and MECH-FANSYS-DOC for requirements and exceptions. HVAC Hydronic Systems ❑ Hydronic chilled water El Water-loopheat pump ❑r No hydronic systems ❑ Hydronic heating water ❑ Geothermal C406.2 More efficient HVAC equipment and fan systems Requires 90%of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9)or air-to-water heat pumps and heat recovery chillers.All equipment listed in tables C403.2.3(1)-(7)must be 15%more efficient than C406 Additional minimum requirements.All stand alone supply,return,and exhaust fans over 1hp must have FEQ?71 and must be selected within 10%of maximum total or static pressure. Efficiency Options- ❑ C406.6 Dedicated outdoor air system(DOAS) Mechanical Requires 90%of conditioned floor area to be served by a DOAS per C403.6 that delivers required ventilation air in a manner that does not require space conditioning fan operation. ❑✓ C406.7 Reduced energy in service water heating Requires 90%of floor area be in occupancy types listed in C406.7.1 and that 60%of annual hot water energy use be provided by heat pump,waste heat recovery or solar water-heating systems. I • 'i �' I f 1 J 2015 Wash ington:'Stat'-_)ergy Code Compliance Forms for Commercial, R2," T3 over 3 stdri6s and all R1 i Mechanical Summary, • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised January 2017 Equipment Type(s) 0 Hot water heating tank(s) ❑ Instantaneous ❑ No service water systems Service Water Heating ❑ Dedicated boiler ❑ Heat exchange from space heat boiler or Systems central hot water/steam Distribution Type(s) ❑ Circulation System ❑ On-demand Commissioning Commissioning is required for: ❑ Mechanical systems per C408.2 ❑Service water heating systems per C408.4 If required,commissioning shall be performed for all applicable systems regardless of individual equipment capacity. Exceptions to commissioning requirements: Q Total output capacity of all mechanical space conditioning systems in the building do not exceed 240,000 Btu/h cooling or 300,000 Btu/h heating.Mechanical systems commissioning not required. 0 Capacity of largest service water heating system in building does not exceed 200,000 Btu/h.Service water heating systems commissioning not required. Low Energy and Semi-Heated Spaces (Note 6 and 7) Peak Space Heating Cooling Conditioning Space Area Served, Capacity,Btu/h Capacity,Btu/h Capacity, Compliance Type Location in Plan(s) Space(s)Served square feet (Note 4) (Note 5) Btu/h-sf Check Notes Note 4-Provide total installed heating output capacity of systems serving Low Energy or Semi-Heated space(s)in btuh. Note 5-Provide total installed cooling capacity of system serving Low Energy spaces)in Btu/h.Not allowed for semi-heated spaces.Enter 0 if no cooling. 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'ONLOM I_N O 0 •O lnO O N � O y rm rT Ln N �rM �' .a = m 10 0 O In Vo -,t O O rl N o 0 p•p M0.-•Q rO.O.O .... co (D m o O o orO O O OO O 00 Z d 07 ` F v O O W LL O CDO IL O V O O ti W N �` 00 Ncf Mr 00 00 (O I)OOo 00 00 O O LM00000 O J 0 E (DO O Z Ln V N O f0 00 Ln W O I- atMM t0 MLn N O LO N y O ;; F00 NO N 'V NM m LMry JQ W OD O o= LO CD CD Y E r 0 O L n 0 0 0 0 0 Coco CO co O O 0 0 O 04 Z m 0 0 a)Q Lp c J 0 0) N r` m oo N r T W C 0 t m N N N O 0 O IL ¢ dYl O 0 O J U a V In C 2 _ s O w F 0fi `C OOM MMOO O o M 0C)W 00 COO O M N �t M O o co T W O LO N D1 M CD to m LO m M 06 fM O) U Z a+J m N(V a0 O! �O a c7 01 V Ln N 00 Lfi Ln Ln Ln Na N Ln 00 Cl)Cl) Cl)0 E Na) L C w J V C n= O �' � 0) m 01 Ia 4 In a p C U m 7 OI 7 0 F 0 o V Y C a W C a 0 N Hl C a 0 N a�.. Y A IL a U o _0 n n o 2 U) C �.,YS ac0i ii 0 W N0 O O II a II aJ N >'-,0 W GJ 0 J O O O c0 o v 0 W C C '0 c N O N 0 2 0 d ` 0 w U 0 fn❑ 0 aa) 0 J 0 O J 2 F 9 fn a+ c c a01 N Q ti 01 C Z Z p..a:.O..V ur TnUa 0 M F- i0 �{/ a� ti �mw � E C �IyLL2rC �' 'p U V > �i N 1L >3e'�'o ca cc m o�w :E•c a t2t d.:uv a c ° x o > WUUaC7C7�dLL ¢ 5 C �a� V� Q CO> W(0wDm v7 �Q O I° tL O Permit Information Date 2/20/2019 Permit Number 2415 Project Name Clean Energy Technology Center Applicant Name Snohomish PUD Applicant Address 2320 California Street �} p City,State,Zip Everett,WA 98201 Contact Ben Davis ® I Phone 425-783-8465 Email brdavis@snopud.com Permit Type Commercial New Site Address 17601 59th Avenue NE L1lU11q q� Valuation 1800000.00 �1"),Okry Status Applied 'L 1 VI'A•11 Permit Issued Permit Expires �� •C�� Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New Technology Center MIC/Opportunity Zone Assigned To Kristin Foster Property Parcel Address Le al Owner Owner Phone Zonin 31052200400200 17601 59TH AVENUE NE PUBLIC UTILITY DISTRICT NO 1 Review Date Type Description Tar et Date Completed Date Assigned To Status 20/2019 commercial Building /6/2019 1 IBuildingn Review Fees Fee I Description Notes I Amount Traffic Mitigation-Cityl 345.85.00.021 1 $16 775.00 Totall $16,775.00 Notes Date Note 8/21/2019 Received revised plans. 5/6/2019 Contractor TBD 5/6/2019 Anticipated August construction start per Ben Davis. 4/9/2019 Sent an email to Ben for cut sheets of the proposed wall sconces on the south and east sides of the building. Need to verify that the fixtures will be down shielded. 2/20/2019 Contractor TBD Uploaded)Fifes Upload File Date Fife Uploaded B 2/20/2019 4:31:52 PM 12415 Application.pdf Foster,Kristin J ►. ,. COMMERCIAL APPLICATION IN p 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. One (1)City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) One (1)City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2)Architectural Drawings Two (2)Structural Drawings Two(2)Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) NA One (1) NREC Code Compliance Forms One (1)Special Inspection Requirements Forms ❑ One (1)Occupant's Statement of Intended Use Form NA 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 cedAarlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. Receiver �FJEB 15 2 01 U REV 2015 Page 1 of 9 7 J ?,qAc �e t: i G1�Y O� - COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development 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 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) 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: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 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 2015 Page 2 of 9 r I COMMERCIAL APPLICATION ��ixNG�o� 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. 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. ARCHITECTURAL DRAWINGS 1, Cover Sheet a) Building Information (T1.001) 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 (TO.001) 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan (A1.101) 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. (T1.001) 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 2015 Page 3 of 9 Y O+�' COMMERCIAL APPLICATION PERMIT SUBMITTAL 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 1/8"minimum scale. Details a minimum'/.-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. (NA- Ceilings less than 1,000 SF are e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. exempt from lateral bracing requirements, 4. Framing Plan per ASTM E580) 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, nun, landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) NA 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. 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 2015 Page 4 of 9 I G1ZY 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 2015 Page 5 of 9 G1t Y O� COMMERCIAL APPLICATION PERMIT SUBMITTAL IJVG� Community& Economic Development Department of Commu ty 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 BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. CLEAN ENERGY TECHNOLOGY CENTER & MODULAR DATA CENTER Name of Project: (CETC + MDC) Valuation: $1.8M ProjectAddress: 17601 NE 59th Street, Arlington Washington 98223 Parcel lD#: 31052200400200 Legal Description SEC 22 TWP 31 RGE 05RT-24 TH PTN S1/2 N1/2 SE1/4 LY W OF NP R/W EXC N 330FT OF Snohomish County Public Utilities District W 1124FT THOF Owner: Attn: Ben Davis, PE Phone Number: 425.783.8465 Address: 2320 CALIFORNIA STREET City:EVERETT State: WA Zip Code: 98201 Architect: Scott Shaw. AIA - HEWITT Architects Phone Number: 206.834.3845 Cell Phone: 253.226.5785 E-mail: sshaw0hewittseattle.com Address: 101 Stewart Street, Suite 200 city: Seattle State:WA Zip Code: 98101 General Contractor: TBD Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: Snohomish County Public Utilities District Contact Person: Attn: Ben Davis. PE Phone Number: 425.783.8465 Cell Phone: 525.231.2145 E-mail: brdavis(cb-snopud.com Address: 2320 CALIFORNIA STREET City: EVERETT State: WA Zip Code: 98201 Proposed Scope of Work: 1,872 SF Clean Energy Technology Center (CETC), Modular Data Center (MDC) Equipment, Standby Generator, and associated sitework improvements. REV 2015 Page 6 of 9 t GtT Y COMMERCIAL APPLICATION s s j �'�o PERMIT SUBMITTAL ,�v Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Project Name/Tenant CETC + MDC I Snohomish County Public Utilities District Site Address17601 NE 59th Street, Arlington Washington 98223BIdg/Unit/Suite IBC Construction Type Type V-B Construction IBC Occupancy Type B - Business Occupancy Description of Use Clean Energy Technology Center (CETC) - Sustainable Energy Demonstration Facility Building Square Footage 1,872 SF Number of Stories 1 story Square Footage Per Floor 1,872 SF Will there be any installation, modification or removal of the following? (Check all that apply) XAutomatic fire extinguishing systems ❑ Compressed gas systems 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 XStandpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Per 1apc:t inc:ludPs a modest fire alarm and automatic fire sprinkler system designed and constructed in compliance with NFPA 13 standards, per District's own programmatic standards to protect all Snohomish County Public Utilities District facilities. Structure is relatively small (1,872 SF). 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 2015 Page 7 of 9 R I G1�Y o COMMERCIAL APPLICATION PERMIT SUBMITTAL ING Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Name of Project: Clean Energy Technology Center (CETC) & Modular Data Center (MDC) Project Address: 17601 NE 59th Street, Arlington Washington 98223 Special Inspection Firm: TBD Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of TBD 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: Structural Wood Framing (refer to Structural Drawings) 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 2015 Page 8 of 9 i �1ZY p� � 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 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: Ben Davis, PE Date: 2/8/2019 1 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. Scott Shaw, AIA 2/8/2019 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 �■ ., I I I Permit#: 2415 Permit Date: 02/20/19 Permit Type: COMMERCIAL BUILDING Project Name: PUD - Clean Energy Technology Center Applicant Name: Snohomish PUD Applicant Address: 2320 California Street Applicant, City, State, Zip: Everett,WA 98201 Contact: Ben Davis Phone: 425-783-8465 Email: brdavis@snopud.com Scope of Work: New Technology Center Valuation: 237447.41 Square Feet: 1872 Number of Stories: 1 Construction Type: VB Occupancy Group: A-3;Assembly ID Code: CIC Permit Issued: 11/26/2019 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200400200 17628 63RD AVE NE PUBLIC UTILITY 489 Other Utilities DISTRICT NO 1 NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Moon Construction Cliff Moon 425-670-6704 19624 76th Ave CONSTRUCTION Labor&MOONCC*182N7 W.Ste B CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/25/2020 Inspection Pending: 11/25/2020 11/25/2020 BUILDING Partial Backflow test Approval Caulk sinks Caulk toilet Pipe HWT pan to floor sink Provide HVAC report R20.ACCESSORY FDC Pressure test from 09/11/2020 STRUCTURE Storz to battery storage pad 09/11/2020 09/11/2020 BUILDING Approved FINAL 200 psi Approved R20.ACCESSORY 08/13/2020 STRUCTURE FDC Flush to building 08/13/2020 08/13/2020 BUILDING Approved FINAL 08/05/2020 Inspection FDC pressure test 200 psi hour 08/05/2020 08/05/2020 BUILDING Approved 08/04/2020 FS07.FIRE FDC fire line&thrust block 08/04/2020 08/04/2020 BUILDING Approved SPRINKLER FINAL in place 07/10/2020 C20.BUILDING Roof sheathing nailing south 07/10/2020 07/10/2020 BUILDING Approved FINAL side 07/17/2020 C20.BUILDING Roof Sheathing Nailing 07/07/2020 07/07/2020 BUILDING Approved FINAL North side C19.PLUMBING Provide valve at end of 06/26/2020 FINAL copper supply line for 06/26/2020 06/26/2020 BUILDING Completed testing purposes 06/18/2020 FS07.FIRE Fire Line from vault to 06/18/2020 06/18/2020 BUILDING Approved SPRINKLER FINAL building 06/22/2020 C20.BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 02/20/2019 COMMERCIAL BUILDING BUILDING 09/01/2020 COMMERCIAL BUILDING BUILDING Fees Fee Description Notes Amount Traffic Mitigation-SF Single Family $16,775.00 Building Permit Table 4-1 $2,606.96 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $1,694.52 Total $21,126.48 Attached Letters Date Letter Description 11/25/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/18/2019 PUD Permit 2415 Check#8052865 Raelynn Jones $21,126.48 Outstanding Balance $0.00 Notes Date Note Created By: 08/26/2020 Received revised drawings and calculations for the Solar Tree. Kristin Foster 10/31/2019 Received revised info for the insulation that meets the R-28 requirement-see attached. Kristin Foster 10/29/2019 Emailed Ben about Cool-Vent system for R-38 insulation. Kristin Foster 08/21/2019 Received revised plans. Kristin Foster 05/06/2019 Anticipated August construction start per Ben Davis. Raelynn Jones 05/06/2019 Contractor TBD Raelynn Jones 04/09/2019 Sent an email to Ben for cut sheets of the proposed wall sconces on the south and east sides of Kristin Foster the building.Need to verify that the fixtures will be down shielded. 02/20/2019 Contractor TBD Kristin Foster Uploaded Files Date File Name 10/07/2021 9847482-2415 IC 1.28.2020.pdf 10/07/2021 9847483-2415 IC 2.18.2020.pdf 10/07/2021 9847484-2415 IC 2.25.2021.pdf 10/07/2021 9847485-2415 IC 2.27.2020.pdf 10/07/2021 9847486-2415 IC 3.13.2020.pdf 10/07/2021 9847487-2415 IC 6.18.2020.pdf 10/07/2021 9847488-2415 IC 6.25.2020.pdf 10/07/2021 9847489-2415 IC 7.7.2020.pdf 10/07/2021 9847490-2415 IC 7.10.2020.pdf 10/07/2021 9847491-2415 IC 7.20.2020.pdf 10/07/2021 9847492-2415 IC 8.4.2020.pdf 10/07/2021 9847493-2415 IC 8.5.2020.pdf 10/07/2021 9847494-2415 IC 8.11.2020.12-df 10/07/2021 9847495-2415 IC 8.13.2020.pdf 10/07/2021 9847496-2415 IC 9.8.2020.pdf 10/07/2021 9847478-2415 IC 9.11.2020.pdf 10/07/2021 9847479-2415 IC 9.16.2020.pdf 10/07/2021 9847480-2415 IC 10.13.2020.pdf 10/07/2021 9847481-2415 IC.pdf 09/30/2021 9802113-2415 IC 3.8.202.pdf 09/30/2021 9802114-2415 IC 3.6.2020.pdf 11/26/2019 5930117-2415 Issued Permit.pdf 11/05/2019 5849316-PUD.png 11/05/2019 5849315-Rmax+Roofing+LTTR+Values.pd.pdf 02/20/2019 4536773-2415 Application.pdf S23— 3N end H169 W9L6 31IS a z 0 8 p LL 'v^U' C I;4 (690 003)NOIltlONfiOd 338l tltllOS OWEO/80 l O a" + oi3 o ,.Q o6 o p ¢W $ N`o �wJ �°' K Q j Iy wpw =3 l3S 019 6WL0/90 J W a p 5 y R �♦ $ 13S lIW'd3d ONIOins 6NL0IZO Z Oww»�g NOISIn3i 31H0 ON .2 O 3 l 5 y H z J Z F V � � — O Z�0 . w > JN opw w _ Z m W MEW (D Z a WOo wQ 02 pp¢�= 0 Q Q �KW y'I"OyynW ar.•n9 ,A \• �Q^ .0 ZZ2 2ZOLL0: K > O:Q: �^' a a•`a m iWy L �p QN W NG7p0 J 0 Za I i .r OOW Fm �zrn O0 LIU > w �F m� �� `4(70. 0 ¢QJ JNJ�O O 0: cox �Z 7 CL �LLI a QNyGQ� W aQ ZZ a OJg wa JO �� O74 Oz� l ¢wop W Hp ~wU W Q w 20 pfL <U ym gut Z� a \\y c~ia��oz o�=J=gaZ C~) o O o!xw2QQ o� =tea = ~.w a0 z� �yN W OUj )Y2�0 w ^� z 2 Z111 W W W W W QO�Z��QOy.- N a 0]) w3 0w W KW W W W W Nf/1�Z W Z Z WQ3 W W a Z W O o O x x rO F w w= Z 0] Q W p Z `d Z p aa�=N&m 3 rco� w2 wo g C N NtYI 7),! 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