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HomeMy WebLinkAbout1216 E 5th St_BLD5406_2026 COMMERCIAL BUILDING PERMIT APPLICATION ` Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES AND THE NUMBER COPIES REQUIRED FOR EACH OF THE FOLLOWING: EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. QTY REQUIRED DOCUMENTS [� 1 City of Arlington Commercial Permit Application [v� 1 City of Arlington Commercial Submittal Requirements Form F1 1 Building Design Requirements(detailed information regarding plan preparation) P1 2 Site Plan [v] 2 Architectural Plans © 2 Structural Plans 0 2 Structural Calculations ❑ 1 Project Specification Manuals(if applicable) n 1 WSEC Compliance Forms hlttps:f/waenergycodes.com,/ ❑ 1 Special Inspection and Testing Agreement ❑ 1 Deferred Submittal Request ❑ 1 Airport Property Lease(if building is located within the Arlington Airport Property Boundary) ❑ 1 USB Flash Drive or email a link to ced0arlingtonwa.gov 1. Architectural and Structural Plans shall be bound separately and rolled together with the Site Plan in complete sets. 2. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 3. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. Contact the Permit Center to verify if an intake appointment is required. City of Arlington Permit Center at (360) 403 3551 or by email to ced@arlingtonwa.gov. [� I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 12/2021 Pagel of 4 ', I COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Type of Permit: F1 Commercial ❑ Multi-Family ❑ Mixed-Use Property Address: 1216 E 5th Street Project Valuation: $ 602,000 ILot#: Parcel ID No.: 31051200200300 Subdivision: Project Scope of Work: Installing two modular classroom buildings. Primary Contact: ❑ Owner M Architect ❑ Engineer ❑ Contractor Owner Name: Arlington Public Schools, Brian Lewis Office No.: 360.618.6238 IEmail Address: blewis@asd.wednet.edu Cell No.: IMailing Address: 315 N. French Ave City: Arlington State: WA Zip: 98223 Architect Name: McGranahan Architects, Chris Lilley Office No.: 253.383.3084 IEmail Address: chris.lilley@mcgranahan.com Cell No.: IMailing Address: 2111 Pacific Ave City: Tacoma State: WA Zip: 98402 Professional License Ntultber: Expiration Date: Engineer Name: Office No.: IEmail Address: Cell No.: IMailing Address: City: State: Zip: Professional License Number: Expiration Date: Contractor Name: Pacific Mobile Structures, Robbie Taylor Office No.: 360.572.5018 IEmail Address: robbie.taylor anpacificmobile.com Cell No.: IMailing Address: 13806 45th Ave NE City: Marysville State: WA Zip: 98271 IL&I Contractor License Number: Expiration Date: IBC Construction Type: VB IBC Occupancy Type: E IBuilding Square Footage: 1,673 sf Ntuitber of Stories: 1 ISquare Footage Per Floor: Is' 1,673 sf 2nd 3rd +11 50, 011 Description of Use: Elementary School Classrooms REV 12/2021 Page 2 of 4 COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 A. THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: International Codes 1. 2018 International Building Code (IBC) 2. 2018 International Residential Code (IRC) 3. 2018 International Mechanical Code (IMC) 4. 2018 International Fuel Gas Code (IFGC) 5. 2018 International Fire Code (IFC) 6. 2018 Uniform Plumbing Code(UPC) 7. 2018 International Property Maintenance Code(IPMC) 8. 2018 International Existing Property Code(IEBC) 9. 2018 Washington State Energy Code (WSEC) 10. 2017 Accessible&Usable Buildings and Facilities (ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Adruinistration,and Installation B. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: Exposure C-Ultimate Design-98 miles per hour Exposure C-Nominal Design- 72 miles per hour Ground Snow Load: 25 pounds per square foot Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Seismic category-D,E,or F,subject to soil,location,risk category and building characteristics. Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided (IBC Table 1804.2&IRC R401.4.1) C. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans(if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage D. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Finn is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be subruitted with the Building Application. Reinforced Concrete ❑ Structural Steel and Welding Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: REV 12/2021 Page 3 of 1 , COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 E. INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace [I Fire alarm and detection systems ❑ Spraying or dipping operations Temporary membrane structure,tents(>200 sq.ft)or El High piled/rack storage ❑ canopies (>400 sq.ft.) ❑ Provide details on any of the above checked items: The fire alarm system in the existing school will be extended to include these buildings. I hereby certify that I am the ❑Owner [�Architect ❑ Engineer ❑Contractor and authorized to sign this application and that the above infortuation is correct and 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,and the City of Arlington. Christopher J. Lilley, AIA 6/13/23 Signature Print Name Date FOR STAFF USE ONLY PERMIT it ACCEPTED BY: DATE STAMP REV 12/2021 Page of 18FBS2300070 Blazer Industries, Inc. Engineering Design Calculations for Arlington SD - Eagle Creek ES Job# 20355-56 05/05/23 Width = 28 ft 2 modules Length = 64 ft Type: classroom Location: WA Dealer: Pacific Mobile STATE OF WASHINGTON DESIGN LOADING-2018 IBC DEPT.OF LABOR AND INDUSTRIES Roof- Pr(Snow) 30 psf FAS PLAN REVIEW/SECTION Floor 40 psf or 1000 # APPROVED Risk Category II 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Wind Basic Wind Speed 110 mph (V) 85 mph (Vasd) 05/12/2023 Exposure C Seismic NA. SHF Site Class D - WasglTl� SDS 1.200 Soi 0.680 ti y o Seismic Force- Light frame- - Resisting System Wood Shear Panel , !i Analysis Procedure Equivalent Lateral 35006 SGISTV?- 1� �SI0NAL INDEX OF CALCULATIONS Item Page GENERAL LOADS LOAD/1 - LOAD/5 RAFTERS/ROOF MISC. ROOF/1 - ROOF/3 ROOF BEAMS ROOF/4 - ROOF/5 COLUMNS COL/1 - COL/2 FLOOR JOISTS/RIMS FLOOR/1 - FLOOR/2 ROOF DIAPHRAGM LAT/1 FLOOR DIAPHRAGM LAT/2 SHEAR WALLS LAT/3 - LAT/5 FOUNDATION FND/1 - FND/4 Page 23 of 110 Expires 06/30/2023 18FBS2300070 LOAD/1 Arlington SD -Eagle Creek ES Deadloads Date: 5/5/2023 Roof Comments Weathering layer 30 yr comp.shingles 2.50 psf Underlayment 30#felt 0.30 psf Structural sheathing layer 1 7/16"sheathing 1.44 psf Structural sheathing layer 2 none 0.00 psf Nailers 0.00 0.00 psf Rafters/Trusses 2x12 @ 24 1.95 psf Insulation layer 1 0.00 0.00 psf Insulation layer 2 R-38 cellulose blow-in 1.46 psf Fire layer None 0.00 psf Sprinkler No sprinkler system 0.00 psf Misc. minor overhead components 0.50 psf Ceiling Susp.ceiling-T-bar 1.80 psf psf Use Total 9.9 psf 10.0 psf for uplift 9 psf Roof Beam and ledger 1.5 x 24 LVL x#of 1 = 13.0 plf incl.braces Rim 2x6 LVL 2.41 plf Vent Blocks 2x10 3.71 plf Parapet/special fascia 0.00 plf Total Riml 6.2 plf STATE OF WASHINGTON Wall-Exterior DEPT.OF LABOR AND Weathering layer Hardiplank-5/16",7.5/6.25 2.76 psf INDUSTRIES Structural sheathing 15/32"sheathing 1.54 psf FAS PLAN REVIEW/SECTION Fire layer Type-X gyplap 2.80 psf APPROVED 06/12 Studs 2x6 @ 16" 2.38 psf TO CODE DE TO CO Insulation R-21 fiberglass batts 0.70 psf AND FIELD INSPECTION Insulation None 0.00 psf Inner sheathing none 0.00 psf Lining VW tackboard over 5/8 GWB 3.00 psf Misc. Misc.components 0.50 psf Use Total 13.7 psf 14 psf Wall-Interior Lining VW tackboard over 5/8 GWB 3.00 psf Studs 2x4 @ 16" 1.52 psf Insulation R-13 fiberglass batts 0.40 psf Lining VW tackboard over 5/8 GWB 3.00 psf Use Total 7.9 psf 8 psf Wall-Interior Marriage Line Lining VW tackboard over 5/8 GWB 3.00 psf Sheathing none 0.00 Studs 2x4 @ 16" 1.52 psf Insulation R-13 fiberglass batts 0.40 psf Use Total 4.9 psf 5 psf Floor Surfacing Carpet and pad-standard 1.00 psf Underlayment None 0.00 psf Structural decking 23/32" Sturd-I-Floor 2.36 psf Joists 2x8 @ 16 1.88 psf Insulation R-30 fiberglass batts 0.85 psf Use Total 6.1 psf 7 psf M-line rim 2x8 LVL 3.2 plf Perimeter rim inner 2x8 LVL 3.2 plf Perimeter rim outer 2x8 2.51 plf Total perimeterl 5.7 plf Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 24 of 110 Expires 06/30/2023 18FBS2300070 LOAD/2 Arlington SD -Eagle Creek ES Wind Loads -IBC Date: 5/5/2023 Wind Load Information V= 110 mph ASCE 7-16 Basic wind speed Vasd= 85 mph Envelope procedure Max height of roof zmax= 14.31 ft Directionality-general for buildings Kd= 0.85 Other Assumptions: Risk Category II => Kzmax= 0.85 Building is Enclosed Exposure C => Kzt= 1.0 Building is Rigid(T<1.0s) Topographic-no hill effect assumed K.= 1.0 qz=0.00256 Kz Kzt Kd Ke V2 GCpi +/-0.18 gzmax Building Dimensional Information Width= 27.70 ft h/Lw= 0.43 Edge strip:lesser of(0.1x W)or(0.4 x eave ht.),but at Length 11 to ridge= 64 ft h/LL= 0.18 least greater of 3 ft.or(0.04 x W). Skirt/pony wall= 2.5 ft Edge Strip a= 3.0 ft Floor depth= 0.67 ft End ZoneF 2a= 6.0 ft Wall ht= 8 ft Rim/roof depth = 0.83 ft => Elev.= 12 ft Roof Pitch= 2 in 12 => 0= 9.5 deg Overhang= 12 in Eave ht= 11.83 ft -h is eave ht for'flat'roofs;otherwise mean ht. Ridge ht= 14.31 ft h= 11.83 ft(Mean roof height h 2a h ride ridq-eave w side Kh= 0.85 qh= 13.4 sf ft 1.00 2.31 2.48 4.66 Note: qh*0.6 for ASD load combos Main Wind-Force Resisting System(MWFRS) from Fig.28.3-1,h-60 ft Normal to Surface 1 2 3 4 5 6 1E 2E 3E 4E Trans GCp 0.44 -0.69 -0.4 -0.33 0.67 -1.07 -0.58 -0.49 case A +GCpi 3.5 -11.7 -7.8 -6.8 6.6 -16.8 -10.2 -9.0 -GCpi 8.3 -6.8 -3.0 -2.0 11.4 -12.0 -5.4 -4.2 Max 8.3 -11.7 -7.8 -6.8 11.4 -16.8 -10.2 -9.0 Long GCp -0.45 -0.69 -0.37 -0.45 0.4 -0.29 -0.48 -1.07 -0.53 -0.48 case B +GCpi -8.5 -11.7 -7.4 -8.5 3.0 -6.3 -8.9 -16.8 -9.5 -8.9 -GCpi -3.6 -6.8 -2.6 -3.6 7.8 -1.5 -4.0 -12.0 -4.7 -4.0 Max -3.6 -11.7 -7.4 -8.5 3.0 -6.3 -4.0 -16.8 -9.5 -8.9 Summed horizontal loads vertical loads end zone interior zone end zone interior zone windward OH wall roof wall roof WW rool LW roof WW roof LW roof End Interior trans 15.6 -6.6 10.3 -3.9 -16.8 10.2 -11.7 7.8 -23.5 -18.4 long 14.0 -7.3 9.3 -4.3 -16.8 -9.5 -11.7 -7.4 -23.5 -18.4 trans roof projected -1.08 -0.64 Components and Cladding X&C) Area Pressure(psf) Area Pressure(psf) Roof components (ft) Pos Neg Wall components (ft) Pos Ne Zone 1/2e: Maximum 10 10.0 -29.3 Zone 4: Maximum 10 15.8 -17.2 Minimum 100 10.0 -9.1 Minimum 100 11.8 -13.2 Truss/Rafter 33.3 10.0 -25.2 Door 17.8 15.2 -16.5 Zone 2n, Maximum 10 10.0 -42.7 Stud 21.3 15.0 -16.4 2r,3e: Minimum 100 10.0 -23.4 Zone 5: Maximum 10 15.8 -21.2 Truss/Rafter 33.3 10.0 -34.2 Minimum 100 11.8 -13.2 Zone 3r: Maximum 10 10.0 -50.8 Door 17.8 15.2 -19.9 Minimum 100 10.0 -26.6 Stud 21.3 15.0 -19.6 Truss/Rafter 33.3 10.0 -40.0 Zone 2e Maximum 10 n/a -33.6 Zone 3e OH: Maximum 10 n/a -55.1 OH: Minimum 100 n/a -20.1 Minimum 100 n/a -29.5 Truss/Rafter 33.3 n/a -30.9 Truss/Rafter 33.3 n/a -44.3 Zone 2n 2r Maximum 10 n/a -47.0 Zone 3r OH: Maximum 10 n/a -63.1 OH: Minimum 100 n/a -32.2 Minimum 100 n/a -30.9 Truss/Rafter 33.3 n/a -40.3 Truss/Rafter 33.3 n/a -49.7 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION Blazer Industries, Inc. APPROVED 20355-56 Arlington SD calcs.xlsx 06/12/2023 SUBJECT TO CODE Page 25 of 110 AND FIELD INSPECTION Expires 06/30/2023 18FBS2300070 LOAD/3 Arlington SD - Eagle Creek ES Seismic Loads - IBC Date: 5/5/2023 Seismic Loads - IBC Risk Category= II Importance factor= 1.0 Assume site class "D" For most severe location in Oregon, Washington, and Idaho Ss = 1.5 Fa = 1.2 Sms = Ss * Fa = 1.800 Fa interpolated from Table 1613.3.3(1) S1 = 0.6 Fv = 1.700 Sm1 = S1 * Fv= 1.020 Fv interpolated from Table 1613.3.3(2) Sds = 2/3 * Sms = 1.200 therefore Design Category D from Table 1613.2.5(1) Sd1 = 2/3 * Sm1 = 0.680 therefore Design Category D from Table 1613.2.5(2) R = 6.5 (wood shear walls) rho = 1.0 ASCE7 section 12.3.4.2,redundancy factor for Seismic Design Categories D through F Cs = Sds I / R = 0.185 [Eq. 12.8-2 ASCE 7] V = Cs W = 0.185 W [Eq. 12.8-1 ASCE 7] For basic load combinations using ASD, Fp=0.7 rho V = 0.129 W For diaphragms, Fp = 0.2 le Sds Wp (not less than) [Section 12.10.1.11 Fp = 0.240 Wp*0.7= 0.168 Wp Fp = 0.4 le Sds Wp (need not exceed) [Section 12.10.1.1] Fp = 0.480 Wp*0.7= 0.336 Wp Ts = SD1/SDS = 0.57 Ta = 0.02 (13)1.75 = 0.14 < 1.5Ts = 0.85 per Section 11.4.8, use Cs per equation 12.8-2 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 26 of 110 Expires 06/30/2023 18FBS2300070 LOADA Arlington SD -Eagle Creek ES Design Loads Date: 5/5/2023 Deadloads Liveloads Roof(max) 10 psf Roof 30 psf Is= 1.00 Roof(min for uplift) 9 psf Seismic SL 0 psf Ceiling/shipping roof 0 psf Ceiling 0 psf MLine beams(total/mod) 13 plf Floor UDL 40 psf Roof rims/Parapets 6.2 plf Floor Conc. 1000 #over 30"x 30" Exterior wall 14 psf Partition load 0 psf Interior wall 8 psf MLine wall (half of total) 5 psf STATE OF WASHINGTON Floor 7 psf DEPT.OF LABOR AND INDUSTRIES Floor rim perimeter 5.7 If FAS PLAN REVIEW/SECTION p p APPROVED Floor rim MLine 3.2 plf 06/12/2023 Chassis 0 plf per rail, plus 0 #for ends and misc. SUBJECT TO CODE AND FIELD INSPECTION Dimensional Information #of Modules= 2 Module# 1 2 3 4 5 6 Width(all dims in ft) 13.83 13.83 0.00 0.00 0.00 0.00 27.70 ft overall Length 64.00 64.00 0.00 0.00 0.00 0.00 Overhangs #of exterior sidewalls 1 1 0 0 0 0 12.00 in-Eave 12.00 in-Gable Heights Ridge to top of eave 2.48 Roof diaph.to TOW 0.83 Ext.wall, plate to plate 8.00 8.00 0.00 0.00 0.00 0.00 Floor joist depth 0.67 ski rti ng/ponywal I 2.50 Interior walls 8.00 8.00 0.00 0.00 0.00 0.00 MLine walls 8.00 8.00 0.00 0.00 0.00 0.00 LF of exterior walls 92 92 0 0 0 0 LF of int walls 48 14 0 0 0 0 LF of MLine walls 0 0 0 0 0 0 #of axles 1 01 01 01 0 0 0 Areas Roof area 885 885 0 0 0 0 183 Floor area 885 885 0 0 0 0 Total floor area= Exterior wall area 733 733 0 0 0 0 1770 sf Interior wall area 384 112 0 0 0 0 MLine wall area 0 0 0 0 0 0 Bull din Wei hts Roof 9768 9768 0 0 0 0 1834 MLine beams 832 832 0 0 0 0 (OH distributed to roof Rims/Parapets 568 568 0 0 0 0 weights) Exterior walls 10266 10266 0 0 0 0 Interior walls 3072 896 0 0 0 0 MLine walls 0 0 0 0 0 0 Floor 6196 6196 0 0 0 0 partition load in seismic weights Floor rims 727 727 0 0 0 0 HVACs 700 0 0 0 0 0 tributary to roof Misc.fixed equip 300 0 0 0 0 0 tributary to floor Chassis/axles 0 0 0 0 0 0 Other 1 01 01 0 0 0 0 tributary to floor Total= 32430 29254 0 0 0 0 Min#of 6000#axles 4.4 4.0 0.0 0.0 0.0 0.0 Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 27 of 110 Expires 06/30/2023 18FBS2300070 Typical Sound Performance with Installation/Isolation Curbs &Acoustical Plenums C42H 1 Sound Data Matrix (dBA @ 5 feet) Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF3642 TCURBF3642 TCURBF3642 Direct Direct TCURBF3642 TCURBF3642 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WgpS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation with CRV 38.5 33.1 33.3 32.0 38.2 34.3 29.4 31.3 Compressor Stage 54.5 44.7 42.4 42.5 51.9 45.1 43.1 40.7 Operation with CRV Compressor Stage 2 Operation 55.1 46.0 44.6 43.5 52.5 45.2 43.0 42.1 Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA 51.1 41.9 40.2 39.6 48.6 41.8 39.5 38.1 Compressor Stage 2 Outdoor Sound Level 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 Note 1:dBA is sound pressure measured 5 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. C48H1 Sound Data Matrix (dBA @ 5 feet) Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF4860 TCURBF4860 TCURBF4860 Direct Direct TCURBF4860 TCURBF4860 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation 38.7 32.3 34.1 31.6 38.4 33.5 29.0 30.0 Compressor 50.5 43.0 42.5 41.1 48.6 40.5 40.3 39.1 Stage 1 Operation Compressor 53.5 46.5 45.0 44.3 52.2 45.3 43.6 42.0 Stage 2 Operation Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA 48.5 41.3 40.5 39.4 47.0 39.9 38.5 37.2 Compressor Stage 2 61.8 61.8 61.8 61.8 61.8 61.8 61.8 61.8 Outdoor Sound Level Note 1:dBA is sound pressure measured 5 feet in front of unit and 5 feet above floor. STATE OF WASHINGTON Note 2:Unit or isolation curb is mounted to frame construction. DEPT.OF LABOR AND Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 C60H 1 Sound Data Matrix (dBA @ 5 feet) SUBJECT CODE - D FIELD INSNS PECTION Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF4860 TCURBF4860 TCURBF4860 Direct Direct TCURBF4860 TCURBF4860 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation 40.2 33.3 32.5 31.7 39.0 33.6 30.1 32.9 Compressor 52.1 45.4 42.1 41.4 50.7 44.2 42.8 40.2 Stage 1 Operation Compressor 58.8 51.1 51.6 51.7 57.5 52.5 51.5 50.6 Stage 2 Operation Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA 52.4 45.0 44.7 44.7 51.1 45.8 44.7 43.7 Compressor Stage 2 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 Outdoor Sound Level Note 1:dBA is sound pressure measured 5 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. Form No. S3459-0522 Supersedes S3459-1121 Page 94 of 110 Expires 06/30/202317o124 18FBS2300070 LOAD/5 Arlington SD -Eagle Creek ES Design Loads - Lateral Date: 5/5/2023 Seismic Load Refer to preceding sheets for development of following numbers. Coefficient IBC Seismic base shear applied as fraction of seismic weight= 0.129 Diaphragm force coefficient= 0.168 Calculate the roof and diaphragm shear forces for individule modules,to be compared to wind forces All weights in lbs. Module# 1 2 3 4 5 6 Roof Roof 9768 9768 0 0 0 0 Roof Snow Load 0 0 0 0 0 0 MLine beams 832 832 0 0 0 0 Rims/Parapets 568 568 0 0 0 0 Exterior walls(1/2) 5133 5133 0 0 0 0 Interior walls(1/2) 1536 448 0 0 0 0 MLine walls(1/2) 0 0 0 0 0 0 HVACs and misc 700 0 0 0 0 0 total Totals 18537 16749 0 0 0 0 35287 Shear 1 3114 2814 0 0 0 0 F5928 Floor Total F(roof)= 5928 lb Exterior walls(1/2) 5133 5133 0 0 0 0 Interior walls(1/2) 1536 448 0 0 0 0 MLine walls(1/2) 0 0 0 0 0 0 Floor 6196 6196 0 0 0 0 Misc. 300 0 0 0 0 0 Floor rim 727 727 0 0 0 0 Chassis/axles 0 0 0 0 0 0 total 13892 12504 0 0 0 0 26396 23341 21011 OF OT 01 0 4435 Total F(floor)= 4435 lb These values will be checked against wind shear values to determine worst case loading STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Page 28 of 110 Expires 06/30/2023 18FBS2300070 ROOF/1 Arlington SD - Eagle Creek ES Rafters Date: 5/5/2023 Dimensional Information Member Properties Total mod width = 13.83 ft Rafter Tail MLine rim thk= 1.5 in Grade DF#2 DF Std Outside rim thk= 1.5 in Size 2 x 10 2 x 4 Rafter Length = 163 in A= 13.88 5.25 inA2 Roof overhang = 12 in S = 21.39 3.06 inA3 Tail inner ext. = 20 in I = 98.93 inA4 Roof Pitch = 2 in 12 Fb= 900 550 psi Bldg least width = 27.70 ft Fv= 180 180 psi Rafter Spacing = 24 in oc E = 1600 ksi NDS Coefficients Cf= 1.10 1.00 Cr= 1.15 for repetitive members Ci(b)= 1.00 1.00 Downward Cd = 1.15 Ci(E)= 1.00 1.00 Uplift Cd = 1.60 E'= 1600 ksi Species Z fctr= 1.00 for connections F'bdown= 1309 727 psi F'vdown = 207 207 psi Loading Rafter Loads R(MLine) R(eave) DL= 10 psf Down = 80.0 plf over interior portion 543 # 623 Interior Lr= 30 psf 80.0 plf over eave portion Eave Lr= 30 psf Wind- IBC C&C (0.6D +W) Edge strip"a"= 36 in Net up= -38.5 plf over zone 1 -269 -349 Zone 1 uplift= 25.2 psf Net up= -56.5 plf over zone 2 interior Zone 2 uplift= 34.2 psf Extends 24 "from eave Eave uplift= 30.9 psf Net up= -49.8 plf over zone 2 eave portion STATE OF WASHINGTON Analysis based upon gravity loading DEPT.OF LABOR AND Rafter INDUSTRIES FAS PLAN REVIEW/SECTION Mmax= 22.1 k-in; fb= 1035 psi < 1309, OK APPROVED Vmax= 543 #; fv= 58.7 psi <207, OK 06/12/2023 Amax= 0.39 in = L/ 421 OK SUBJECT TO CODE Tail AND FIELD INSPECTION Mmax= 0.5 k-in; fb= 157 psi <727, OK Vmax= 80 #; fv= 22.9 psi <207, OK Connections Upward reactions are based on maximum of applicable uplift scenarios 0.131 endnail = 72 #down 10d x 1.5"= 107 #down 16ga x 1"= 60 #down 100 #up 149 #up 83 #up Location R Ibs Req'd#of fasteners Mine Rim Fasten rafter to MLine rim/beam w/ Down 543 4 0.131 endnailed, 4 0.131 x 3"nails through rim. + 2.4 0.131 in ledger Fasten 2x4 tapercut ledger to rim/beam Up 269 4 10d endnailed, w/0.131 x 3" nails @ 6 "oc. min. + 0.0 Eave Rim Fasten rafter to eave rim w/ Down 623 3 0.131 endnailed, 3 0.131 x 3"nails through rim. + 3.8 10d x 1.5"in tie/hanger Fasten rafter to eave rim over openings Up 349 3 0.131 endnailed, w/LU26 w/min. 4 10d x 1.5"nails + 0.3 Tail Fasten rafter tail to main at each end w/min. Down 149 1.4 sidenailed 2 0.131 x 3" nails Up 92 0.6 sidenailed Rafter tail total length = 32 " Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 29 of 110 Expires 06/30/2023 18FBS2300070 ROOF/2 Arlington SD - Eagle Creek ES Eave Rim Date: 5/5/2023 Dimensional Information Member Properties Total mod width = 13.83 ft Rim Hdr(supplemental) MLine rim thk= 1.5 in Grade LVL DF Std Outside rim thk= 1.5 in Size 2 x 6 none Rafter Length = 163 in #of plies 1 0 Roof overhang = 12 in A= 8.25 0.00 inA2 Tail inner ext. = 20 in S = 7.56 0.00 in13 Roof Pitch = 2 in 12 1 = 20.8 0.0 inA4 Bldg least width = 27.70 ft Fb = 2750 550 psi Rafter Spacing = 24 in Fv= 285 180 psi NDS Coefficients E = 2000 1400 ksi Downward Cd = 1.15 Cf= 1.17 1.00 Uplift Cd = 1.60 Ci(b)= 1.00 1.00 Species Z fctr= 1.00 for connections Ci(E) = 1.00 1.00 E' = 2000 1400 ksi F'bdown = 3692 633 psi F'Vdown = 328 207 psi El = 41600 0 k-inA2 K(rel.)= 1.00 0.00 (relative stiffness) Loads From rafter calculations, W(down)= 312 plf Max opening span = 72 in (consider one end fixed/one end free) Analysis based upon gravity loading Rim Mmax= 16.8 k-in; fb = 2226 psi < 3692, OK Vmax= 1169 #; fv= 212.5 psi < 328, OK Amax= 0.09 in = L/ 794 OK Header or 2nd Rim (if applicable-forces based on compatible displacements) Mmax= 0.0 k-in; fb = n/a Vmax= 0 #; fv= n/a Sheathing Fastening to Rim Fastener type= .113 x 2" nails through 7/16" Z(Co=1.6)= 78.4 # Number of rows of fasteners to rim: 1 Maximum uplift= 175 plf Minimum spacing for fasteners= 5 in oc STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 30 of 110 Expires 06/30/2023 18FBS2300070 ROOF/3 Arlington SD-Eagle Creek ES GABLE END OUTLOOKERS Overhang= 12 inches DF Std Cf= 1.50 outlooker spcg= 4 feet o.c. Roof LL= 30 Fb= 550 Cr= 1.00 Roof DL= 5 Fv= 180 Cfu= 1.10 E= 1350000 Cd= 1.15 for snow or 1.6 for wind Uplift= -40.3 -.6DL= -43 psf w=uplift x spacing= -173 Ib/ft Down= LL+ DL= 35 psf w=down x spacing= 140 Ib/ft check for worst case after Cd--w/Cd Uplift= -130 Ib/ft down= 112 Ib/ft OUTLOOKERS controlling w= 140 Ib/ft Cd = 1.15 M =w L12/2= 70 ft-#= 840 in-# Outlooker Orientation= Flat Outlooker Size= 2 x 4 Sr= M/[Fb Cf Cr Cfu Cd]= 0.80 </= 1.31 , O.K. STATE OF WASHINGTON V=w L= 140 # DEPT.OF LABOR AND INDUSTRIES Ar=3 V/(2 Fv Cd)= 1.01 </= 5.25 , O.K. FAS PLAN REVIEW/SECTION APPROVED Use DF Std-2 x 4 outlookers Flat at 4'o.c. 06/12/2023 Notch rafter over endwall to accomodate the outlooker. SUBJECT TO CODE Note: Diaphragm edge fastening is required at rafter over endwall. AND FIELD INSPECTION CONNECTIONS Species= DF Uplift connection at face of building Distance from first interior support to end support,BEND= 2 ft FENDSUPP=wuPL(dEND+L/2)/d1 = -216 # 0.131 x 3"Nails= 2 ,W= 102 # Number of Nails w/out Additional Hardware= -5 Use min. of 2-0.131 x 3"nails from outlooker Flat to endrafter/endtruss = 102 Use H3 tie with two-8d x 1 1/2 nails each way. = 310 413 >-216 Connection to first truss or rafter from end of building FINTSUPP=wL2/2dEND 35 # Using 0.131 x 3"nails into end outlooker endgrain=97-Cp-0.67= 75 # FINTSUPP/ 75= 1 Fasten outlooker to first truss or rafter from end with 1 -0.131 x 3"nails Page 31 of 110 Expires 06/30/2023 18FBS2300070 ROOF/4 Arlington SD - Eagle Creek ES Roof Beam Date: 5/5/2023 Beam Dimensions and Properties Species/Grade: LVL 2.0E Section Properties Width = 1.5 in A= 36 in12 Depth = 24 in S = 144 in13 #of plies 1 per mod I = 1728 inA4 Total Length = 64.00 ft E = 2000 ksi Col A @ 0.00 ft Emin = 1057 ksi (NDS D-4) Col B @ 31.50 ft Col C @ 32.50 ft STATE OF WASHINGTON Col D @ 64.00 ft DEPT.OF LABOR AND Col E @ 64.00 ft(N/A) INDUSTRIES Col F @ 64.00 ft(N/A) Max. span = 31.5 ft FAS PLAN REVIEW/SECTION Loads APPROVED Distributed Loads 06/12/2023 Tributary width = 6.92 ft Self wt= 13.4 plf SUBJECT TO CODE D = 10.0 psf D = 82.5 plf AND FIELD INSPECTION D (for uplift)= 9 psf Lr= 207.5 plf Lr* = 30 psf D + Lr= 290.0 plf *Lr refers to Lr or S W = 11.7 psf .6D +W -35.4 plf Allowable Bending Stresses Base Values Adjustment Factors Design values (laterally restrained) Fb= 2900 psi CF = 0.91 Fb' (dn)= 3035 psi Fv= 272 psi CD(dn)= 1.15 Fv' (dn)= 313 psi For unbraced compression flange: lu = 24 in (TrusJoist assumes full lateral support if braces at minimum 24"oc) lu/d = 1.0 => le = 49.4 Check RB = 23.0 < 50, OK COVE= 0.1 FbE= 200 => FbE/Fb* = 0.066 CL= 1.000 Fb' = 3035 psi Analysis 7 7 V (lb) -3477 -5657 ♦ 3477 ♦♦ R (lb) M (k-in) -442ZM A(in) o.g2o Page 32 of 110 Expires 06/30/2023 18FBS2300070 ROOF/5 Arlington SD - Eagle Creek ES Roof Beam Date: 5/5/2023 Member Desiqn Va =A x Fv'/1.5 = 7519 #> 5657, OK Ma(FLS°)= S x Fb'= 437 k-in >412, OK `FLS=Full Lateral Restraint) Ma(braced)= S x Fb'= 437 k-in >412, OK Aa = L/240 = 1.58 inches> 0.82, OK Reactions (Ibs) D LrorS W D + Lr D +W Ratio to (D + Lr) 0.28 0.72 -0.28 1.00 -0.12 (negative implies uplift) Col A 989 2488 -969 3477 -425 B 1651 4151 -1616 5802 -709 C 1651 4151 -1616 5802 -709 D 989 2488 -969 3477 -425 E 0 0 0 0 0 F 0 0 0 0 0 Braces Generally,braces are provided in areas with negative moment,but not required if moment is low or near a point of inflection Braces are provided adjacent to columns at no greater than 24 inches o.c. Develop 3%of max. compressive force(C)with braces at 30 deg. Braces-with 2x4 F = 892 # 12 - 15 ga. staples, 15 ga. staples = 12.1 (64#per staple x CD) 6 -each way, or 8dx1.5 nails = 9.0 (86#per staple x CD) 10 -8d x 1.5 nails Bracing boundaries Col. to left to right of col A 0 0 0 (ft) B 31.5 7.5 0.5 C 32.5 0.5 7.5 D 64 0 0 E 64 0 0 F 64 0 0 10 20 30 4 50 60 70 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 33 of 110 Expires 06/30/2023 18FBS2300070 COLM Arlington SD -Eagle Creek ES Tube Steel Column Date: 5/5/2023 Location: Interior Columns Column Properties ASTM A500 Grade C Size: HSSUU3/16" L= 9.13 ft = 109.5 in Fy= 46 ksi A= 2.02 in^2 kx= 1.0 E= 29000 ksi S.= 1.73 in^3 Ix= 2.6 in^4 kLx= 109.5 in SPATE OF WASHINGTON rx= 1.13 in Zx= 1.97 in^3 kL/rx= 97 DEPT.OF LABOR AND ^ Iv= 2.6 in kv= 1.0 INDUSTRIES Sy= 1.73 in 3 FAS PLAN REVIEW/SECTION ry= 1.13 in Zy= 1.97 in^3 kLy= 109.5 in APPROVED kL/ry= 97 06/12/2023 Loads (from roof beam analysis) SUBJECT TO CODE AND FIELD INSPECTION (Lr or S)+D Pr,down= 11604 Ib ex= 0.25 in, 11 to MLine=> Mx= 2.9 k-in W+0.6 D Pr,up= 1418 Ib ey= 0.75 in,L to MLine=> My= 8.7 k-in Column Analysis (AISC ASD equations used) -Axial Only Slenderness limit for elastic behavior= 118.3 > kL/rmzx= 97 Fe= 30.5 ksi >= 0.44 Fy= 20.2 ksi => therefore equation E3-2 governs For= 24.5 ksi Pn= 49.4 k Qc= 1.67 Pc=Pn/Qc= 29.6 k -Bending Only (Section is compact,plastic yielding governs) Mnx= Fy Zx= 90.6 k in Qb= 1.67 1 Mcx= Mn/S2b= 54.3 k-in Mny= Fy Zy= 90.6 k in =:> I Mcy= Mn/Qb= 54.3 k-in -Combined Axial and Bending Checks Pr= 11.6k a = 1.6 Cmx= 0.6 Cmy= 0.6 (beam column not subject to transverse loading between supports per C2-4) Pelx= 62.1 k Pely= 62.1 k (elastic critical buckling resistance,Eq C2-5) B1x= 1 Bty= 1 Mr,x= 2.9 k Mr,y= 8.7 k Interaction ratio Pr/Pc= 0.39 >=0.2 ==> Eq(1-11-1 a): Pr/Pc+8/9(Mrx/Mcx+Mry/Mcy)= 0.582 < 1.0, OK Connections Upper- bracket consists of L-saddle welded to col,with SIDS screws through beam Species= LVL Cd = 1.15 down Z 1 down = 2036 # Beam thk. = 1.5 in = 1.60 uplift Z L up= 2832 #, > 1418, OK No.SIDS screws= 6 For downward bearing, 11604-2035.5= 9569 # Brg plate length = 9 in=>overhang L= 3 in E-= 709 psi, Brg plate width= 3.5 in Brg plate thk. = 0.75 in fib= 14.6 ksi <27, OK Lower- bracket consists of bearing plate welded to col,with tab(s)to rim joist/blocking with SDS screws Adjusting for column weight, Pdown= 11687 # Species= DF Pup= 1335 # Floor"beam"t= 3 in Cd = 1.15 down Z 1 down = 1794 # No.SIDS screws= 4 = 1.60 uplift Z L up= 2496 #, > 1335, OK SIDS length = 2.5 in, min. For downward bearing, 11687- 1794= 9893 # Brg plate length = 9 in=>overhang L= 3 in=> fcl= 366 psi, <625, OK Brg plate width= 3.5 in Brg plate thk. = 0.75 in fb= 15.1 ksi <27, OK Blocking connection: blocking transfers 1/2 of uplift: 1/2 Pup= 668 # fasten blocking with 15 ga.staples(or 10d x 3"nails)- to joists through ends: 8 through ends x 64#x 1.33 x 0.67= 456 # to rim through side: 16 through side x 64#x 1.33= 1362 # 1818 #, >668, OK Summary: -HSS3x3x3/16"ASTM A500 Grade C column with brackets top and bottom -Top bracket has 0.75"x 3.5"x 9"brg. plate and (6)SDS1/4x1.5 screws through plate to beam -Btm. bracket has 0.75"x 3.5"x 9"brg. plate and (4)SDS1/4x2.5 screws through plate to rim -Btm. blocking-fasten with min. (16) 15 ga.staples to rim,and (8)through joists to ends Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 34 of 110 Expires 06/30/2023 18FBS2300070 COL/2 Arlington SD - Eagle Creek ES Wood Column Date: 5/5/2023 Location: End Columns Species/Grade: DF#2 Member Design Values Nominal Size: 2 x 6 Base Values Number of studs= 2 (if built-up) Fb = 900 Fc11 = 1300 psi Dimensional Information E = 1600 ksi h = 9' - 2.0" = 110 in Adjustment Factors di = 5.5 in d2= 3 in CD= 1.15 Sx= 15.1 inA3 Sy= 8.3 inA3 CF(b) = 1.30 Ac= 16.5 inA2 CF(c)= 1.10 lit = 110 in lu2 = 36.7 in Cfu = 1.15 Kt = 0.80 K2 = 1.00 Ci(b)= 1.00 et = 0.25 e2= 0.75 Ci(E) = 1.00 Kft = 1.00 (solid) Kf2 = 0.60 (nailed) Design Values (unadjusted for stability Loads E' = 1600 ksi (Lr or S) + D Pdown = 3477 # 1 Mx= 0.87 k-in (about d,axis) Fb*= 1346 psi W+ 0.6 D Pup= 425 # T My= 2.61 k-in (about d2 axis) Fc* = 1645 psi Allowable Bending Stresses (NDS 15.3) Allowable Axial Stresses (NDS 15.3) Emir = 584 psi C= 0.8 lebl = 202 in leb2= 67 in lect = 88 in lec2 = 36.667 RBt = 11.1 RB2 = 2.6 let/di = 16.00 lee M2= 12.22 in FbEl = 5671 FbE2 = 104828 FcEl = 1877 FcE2= 3216 CL1 = 0.985 CL2 = 0.999 Cpt = 0.735 Cp2 = 0.518 Fbl' = 1325 psi Fb2' = 1546 psi Fc' = 852 psi <d2 governs> Column Analysis (NDS 15.3 and 15.4) Combined axial/bending check fc= 211 psi basic axial ratio= 0.061 fbx= 57 psi e1 effects = 0.099 Eq.(15.4.2) fby= 316 psi e2 effects = 0.441 Total ratio= 0.601 < 1.0, OK Column Notes: - Fasten studs of column together with two rows of 0.131x3" nails @ 8"oc. - Extend one stud up along beam and fasten w/min. 6-0.131x3" nails. - Install tight-fit blocking to next stud at column 3rd points or window sill/hdr. - Install tight-fit blocking in floor for full bearing under column Bearing at Top of Column Bearing width = 1.5 in Bearing length = 5.5 in Ab = 8.25 inA2 Beam species: LVL 2.0E Fcl= 750 psi fci= 421 < 750, OK Connections Species for fastener values- DF Install (1)ST2215 strap(s)to top and bottom of CD = 1.6 (wind) column w/min. 3-0.148 x 1.5" nails each way, on Number of uplift straps = 1 each strap. 0.148 x 1.5" nail Z'(1.6)= 150.4 lb Req'd 10d nails for uplift= 2.8 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE Blazer Industries, Inc. AND FIELD INSPECIM-56 Arlington SD calcs.xlsx Page 35 of 110 Expires 06/30/2023 18FBS2300070 FLOORM Arlington SD-Eagle Creek ES RIM JOISTS&MIDSPAN BEAMS Date: 5/5/2023 Rim size=2 x 8 Roof LL= 30 psf Conc. Load= 1000 # Rim foist values Roof DL= 10 psf module width= 13.83 feet A= 10.88 Fb= 2750 Wall DL= 14 psf Roof overhang= 1.00 feet s= 13.14 Fv= 285 Floor DL= 7 psf Wall height= 8.00 feet I = 47.63 E= 2,000,000 Floor LL= 40 psf joist span= 6.915 feet Cd= 1.15 Roof span= 13.83 ft PERIMETER RIM JOISTS wroof= (DL+LL)(modwidth+OH)A2/(2*modwidth)= 317 Ib/ft wwall= wallDL x wall height= 112 wfloorDL= floorDL x joist span x.375= 18 wfloorLL= floorLL x(joist span-.33)x.438= 115 Total= 562 Ib/ft Lm= Sq. Root[8 Fb Cd S/12w]= 7.02 feet 1 1/2"x 7 1/4"LVL 2.0E rim Lv= 16 Fv Cd A/15w= 6.77 feet joists at exterior wall O.K. with supports at 6'-9"max Ld= Cu. Root[12 E 1/(360 x.0099 x 1728 w)]= 6.91 feet MARRIAGE LINE RIM JOISTS (For marriage lines without bearing walls) wfloorDL+wfloorLL= 134 Ib/ft Lm= Sq. Root[8 Fb S/12w]= 13.41 feet Lv= 16 Fv A/15w= 24.68 feet 1 1/2"x 7 1/4"LVL 2.0E rim Ld= Cu. Root[12 E 1/(360 x.0099 x 1728 w)]= 11.15 feet joists at marriage line O.K. with supports at 11'-2"max M(allow)=S Fb Cd= 41.6 k-in V(allow)=A Fv Cd/1.5= 2377# 4 x 6 MIDSPAN BEAM DF#2 Fb= 900 Fv= 180 E= 1,600,000 Cf= 1.3 A= 19.25 S= 17.65 1 = 48.53 w=(DL+LL)(Modwidth/2)(1.25)+6.4 Ib/fUbeam= 413 Ib/ft Lm= Sq. Root[8 Fb Cf S/12w]= 5.8 feet Use 4 x 6 DF#2 midspan Lv=[(A Fv)/(1.5 w)+(1.75+5.5)/12]/.6= 10.3 feet beam with 4 x 4 posts (2 span) with supports at 5'-9"max Ld=Cu. Root{12x384xE1/(360x5xw)}/12= 6.5 feet 4 x 8 MIDSPAN BEAM DF#2 Fb= 900 Fv= 180 E= 1,600,000 Cf= 1.2 A= 25.38 S= 30.66 1 = 111.15 w=(DL+LL)(Modwidth/2)(1.25)+6.4 Ib/fUbeam= 413 Ib/ft Lm= Sq. Root[8 Fb Cf S/12w]= 7.3 feet Use 4 x 8 DF#2 midspan Lv=[(A Fv)/(1.5 w)+(1.75+7.25)/12]/.6= 13.6 feet beam with 4 x 4 posts (2 span) with supports at 7'-4"max Ld=Cu. Root{12x384xE1/(480x5xw)}/12= 7.8 feet STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Blazer Industries,Inc. 20355-56 Arlington SD calcs.xlsx Page 36 of 110 Expires 06/30/2023 18FBS2300070 FLOOR/2 Classroom Loading 114' Module Floor Joist with Center Beam Joist Size: 2 x 8 Total Span = 163 " Beam Properties NDS Design Values DF#2 -end brg. = 2 " A= 10.88 inA2 Fv= 180 psi Cf= 1.2 Eff. Span = 80.5 " S = 13.14 inA3 Fb= 900 psi Cr= 1.15 Joist Spacing = 16 "O.C. I = 47.63 inA4 E = 1.6E+06 psi Cd = 1.0 Factored Allowable Stresses F'v= 180 psi F'b = 1242 psi Loadinq: Assume concentrated load is critical (allowable uniform LL will be derived below) DL= 8 psf DL= 10.7 plf/joist Concentrated 1000 #on 30"x 30"area-assume 2 joists affected LL= 200 plf/joist Analysis: Values from CAST output-maximum shear and moment from different loading scenarios V1 = 358 #(average maximum shear on one joist, by rim) V2 = 447 #(average maximum shear on one joist, by ctr beam) M = 6936 lb-in Check Stresses Concentrated Load near rim joist fv= 1.5 V1 /A= 49.4 </= 180 </= F'v, OK Concentrated Load near center beam fv= 1.5 V2/A= 61.6 </= 180 OK Concentrated Load at Max. moment fb= M/S = 528 </= 1242 O.K. DF#2 2 x 8 @ 16"o.c. OK for 1000 #load anywhere. Derive Uniform LL (refer AITC Table 7.10) wf= S F'b/(1.5 LA2)= 242 Ib/ft (for moment) wdelta = (L/360)E 1 = 529 Ib/ft (for deflection) STATE OF WASHINGTON .0092 L A 4 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION wv= 16 Fv A/[3(5L-8d)] = 379 Ib/ft (for shear) APPROVED 06/12/2023 SUBJECT TO CODE w=wmin/joist spacing = 181 psf AND FIELD INSPECTION wLL =w- DL = 173 psf DF#2 2 x 8 @ 16" oc O.K. for 173 psf LL Joist Hangers Vend = 358 # Fasten to LVL rimjoist with LU26 (Refer Simpson catalog) with 6- 10d x 1.5 nails Vallow= 665 # Blazer Industries, Inc. 14 ft ctrbm 2x8.xls Page 37 of 110 Expires 06/30/2023 18FBS2300070 LAT/1 Arlington SD-Eagle Creek ES Roof Diaphragm Date: 5/5/2023 Overall length= 64.00 ft Eave Overhang= 12 in ridge-eave ht= 2.48 ft Overall width= 27.70 ft Gable Overhang= 12 in Load Against Length(sidewalls)(trans) roof area= 164 wind summed at roof is negative,so zero Wind: end trib area= 4.83 ft x 4a= 12.0 ft= 58 sf middle trib area= 4.83 ftx(L-4a)= 52.0 ft= 251 sf end p= 15.6 psf V(W)calc= 3500 mid p= 10.3 psf V(W)min= 5386 V(W)= 5386 # Seismic: W(trib)= 35287 # SEISMIC CONTROLS V(E)= 5928 # load to end walls (not to scale) Max shear above endwalls=V/2= 2964 # Vwind= 2693 # Max unit shear=Vend/width= 107 plf Vseis= 2280 # Sheathing: Case 1 note: V(E)uses diaphragm factor and Vseis uses wall factor per seismic sheet Install: 7/16"thick rated sheathing(24/16),with 16 ga.x 1-3/4"staples Space fasteners at 12"in field,and at edges as detailed below Framing species: DF Dist. v s Block- v to end demand ing? allow. ft plf in plf 0 107 6 no 150 OK 2 100 6 no 150 OK 8 80 6 no 150 OK 32 0 6 no 150 OK Panel ends offset 4' (Refer ESR-1539) Chords above sidewalls F=VL/8W= 1712 #, </= 11591 OK Use min. 1-1/2"x 3-1/2"continuous LVL rim MLine Bolting Total width of endwalls= 27.70 ft,ctr= 13.851 ft MLine on grid B STATE OF WASHINGTON Distance from end 13.9 0.0 0.0 ft DEPT.OF LABOR AND Distance from ctr. 0.0 ft INDUSTRIES Q(diaphragm)=Ad= 96 ft^2 x t FAS PLAN REVIEW/SECTION APPROVED ((diaphragm)=bh^3/12= 1771 ft13 x t 06/12/2023 avg.flexural shear=VQ/1= 80 plf SUBJECT TO CODE 1/2"Bolt spacing= 6 0 0 ft o.c. AND FIELD INSPECTION V(allow)= 128 plf OK Load Against Width(endwalls)(long) ht @ 2a= 1.00 ht @rdg= 2.31 ft Wind: end trib.area= 4.83 A=2a(2wallh+h1)*1/2*2= 64 sf middle trib. area= 4.83 A=(W-4a)(2wh+h1+r)*.5= 102 sf end p= 14.0 psf V(W)calc= 1837 V mid p= 9.3 psf V(W)min= 2653 V(W)= 2653 # Seismic: W(trib)= 35287 # SEISMIC CONTROLS V(E)= 5928 # load to side walls (not to scale) Max shear above sidewalls=V/2= 2964 # Vwind= 1326 # Max unit shear=Vend/length= 46 plf Vseis= 2280 # Sheathing: Case 3 note: V(E)uses diaphragm factor and Vseis uses wall factor per seismic sheet Install: 7/16"thick rated sheathing(24/16),with 16 ga.x 1-3/4"staples Space fasteners at 12"in field,and at edges as detailed below Reduce spacing proportionately where vented eave gaps occur Dist. v s Block- v to end demand ing? allow. (ft) (plf) (in) (plf) 0 46 6 no 110 OK 13.85 0 6 no 110 OK Chords above endwalls F=VL/8W= 321 #, </= 730 OK Install ST2215 bent from chords to MLine beams with 4-10d x 1.5 nails each end Install MLine bolt 8"from end Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 38 of 110 Expires 06/30/2023 18FBS2300070 LAT/2 Arlington SD -Eagle Creek ES Floor Diaphragm Date: 5/5/2023 Overall length= 64.00 ft Overall width= 27.70 ft Load Against Length (sidewalls)(trans) Wind: 1/2 wall ht= 4.00 ft V(W)cal floor joist depth = 0.67 2a= 6.0 ft 4289.51 1/2 skirt/pony= 1.25 Aends= 71.04 sf V(W)min V Tributary ht= 5.92 ft Amid= 307.8 sf 6062 end p= 15.6 psf mid p= 10.3 psf V(W)= 6062 # Seismic: W(trib)= 26396 # WIND CONTROLS (not to scale) V(E)= 4435 load to end walls Max shear at ends=V/2= 3031 # Vwind= 3031 # Max unit shear=Vend/width= 109 plf Vseis= 1706 # Sheathing: Case 1 Install: 23/32"APA rated Sturd-I-Floor fastened with 0.113"x 2 3/8" nails Space fasteners at 12"in field, and at edges as detailed below Framing species: DF Dist. v s Block- v to end demand ing? allow. Since shear is reduced ft plf in plf cumulatively by stemwalls, 0 77 6 no 185 OK apply 70%of calculated maximum 4 67 6 no 185 OK 14 43 6 no 185 OK Modifier= 0.70 32 0 6 no 185 OK Panel ends offset 4' (Refer ESR-1539) Chords below sidewalls F=VL/8W = 1751 #, </= 11591 OK Use min. 1-1/2"x 3-1/2"continuous LVL rim MLine Bolting Total width of endwalls= 27.70 ft,ctr= 13.851 ft MLine on grid B Rim species: DF Distance from end 13.9 0.0 0.0 ft Distance from ctr. 0.0 ft STATE OF WASHINGTON Q(diaphragm)=Ad= 96 ft12 x t DEPT.OF LABOR AND INDUSTRIES ((diaphragm)=bh^3/12= 1771 ft13 x t FAS PLAN REVIEW/SECTION avg.flexural shear=VQ/1= 57 plf APPROVED 1/2" Bolt spacing= 4 0 0 ft o.c. 06/12/2023 V(allow)= 192 plf SUBJECT TO CODE AND FIELD INSPECTION OK Load Against Width(endwalls)(long) Wind: A(trib)=> Aends= 71 sf Amid= 92.954 sf end p= 14.0 psf mid p= 9.3 psf V(W)calc= 1853 V(W)= 2624 # V(W)min= 2624 Seismic: W(trib)= 26396 # SEISMIC CONTROLS V(E)= 4435 load to side walls Max shear at sides=V/2= 2217 # Vwind= 1312 # Max unit shear=Vend/length= 35 plf Vseis= 1706 # Sheathing: Case 3 Install: 23/32"APA rated Sturd-I-Floor fastened with 0.113"x 2 3/8" nails Space fasteners at 12"in field, and at edges as detailed below Reduce spacing proportionately where vented eave gaps occur V Dist. v s Block- v to end demand ing? allow. (ft) (plf) (in) (plf) (not to scale) 0 35 6 no 140 OK 13.85 0 6 no 140 OK Chords below endwalls F=VL/8W = 240 #, </= 730 OK Install ST2215 bent from chords to MLine rims with 4- 10d x 1.5 nails each end Install MLine bolt 8"from end Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 39 of 110 Expires 06/30/2023 18FBS2300070 LAT/3 Arlington SD - Eagle Creek ES Shear Walls Date: 5/5/2023 Endwalls on Grid 1 or 2 Total length of wall 27.70 ft Wall shear= 2693 #at top Wall height 8.83 ft Wind controls Gable height 2.48 ft Int.wall height 8.00 ft Net DL multiplier= 0.60 (nominal loads adjusted below) Trib. roof width 2.00 ft DF studs: 1.00 fastener factor 14 12 10 8 6 4 2 1 2 0 X] 0 10 20 30 40 50 60 70 Panel Width Start End Height Head ht Nom. Ad'. openings ft ft ft ft ft P(uplift)= 7.8 7.8 psf 1 0.00 13.85 13.85 0 7 Roof DL= 10 6.0 psf 2 3.00 22.20 25.20 7 7 Roof rim/other= 6.2 3.72 plf 3 0.00 27.70 27.70 0 7 Net roof load = 0.1 plf 4 0.00 27.70 27.70 0 7 Ext.wall DL= 14 8.4 psf 5 0.00 27.70 27.70 0 7 Int.wall DL= 14 8.4 psf Total 3.00 ft of wall not useable for shear Strap Mid-panel Width Start End Height Head ht Strap? Width Load windows ft ft ft ft ft ft lb 1 0.00 0.00 0.00 0.00 0.00 no 0.00 2 0.00 0.00 0.00 0.00 0.00 no 0.00 3 0.00 0.00 0.00 0.00 0.00 no 0.00 4 0.00 0.00 0.00 0.00 0.00 no 0.00 5 0.00 0.00 0.00 0.00 0.00 no 0.00 HVAC wdth. 2.40 Total 2.40 ft of integral openings Panels Width Start Use for Width Panel Roof Wall LF of Int. HD Req'd able to take shear? shear Effect DL Int. wall load 10d shear ft ft ft ft lb lb lb wall lb lb nails 1 13.85 0.00 yes 13.85 1680 2 1027 0 0 657 4.5 2 8.35 13.85 yes 8.35 1013 1 619 0 0 1024 7.0 3 2.50 25.20 no 0.00 0 4 0.00 27.70 no 0.00 0 5 0.00 27.70 no 0.00 0 6 0.00 27.70 no 0.00 0 Total 24.70 Net width = 22.20 ft of designed shear panels Net width = 19.80 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above openings= 121 #/ft< 200 #/ft Unit shear next to openings= 136 #/ft< 200 #/ft At panel corners install Install min 7/16"rated sheathing (1)ST2215 w/min with 0.113 x 2 3/8 nails 7 10d x 1.5"nails at 6"edge each way at 12"in field STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE Blazer Industries, Inc. AND FIELD INSPECTION 20355-56 Arlington SD calcs.xlsx Page 40 of 110 Expires 06/30/2023 18FBS2300070 LAT/4 Arlington SD - Eagle Creek ES Shear Walls Date: 5/5/2023 Sidewall on Grid A Total length of wall 64.00 ft Wall shear= 2280 #at top Wall height 8.00 ft Seismic Controls Gable height 0.00 ft Int.wall height 8.00 ft Net DL multiplier= 0.43 (loads adjusted below) Trib. roof width 7.92 ft DF studs: 1.00 fastener factor 14 12 10 8 6 4 2 1 0 0 10 20 30 40 50 60 70 Panel Width Start End Height Head ht Nom. Ad'. openings ft ft ft ft ft P(uplift)= 7.4 0.0 psf 1 0.00 64.00 64.00 0 7 Roof DL= 10 4.3 psf 2 0.00 64.00 64.00 0 7 Roof rim/other= 6.2 2.68 plf 3 0.00 64.00 64.00 0 7 Net roof load = 36.9 plf 4 0.00 64.00 64.00 0 7 Ext.wall DL= 14 6.0 psf 5 0.00 64.00 64.00 0 7 Int.wall DL= 14 6.0 psf 6 0.00 64.00 64.00 0 7 Total 0.00 ft of wall not useable for shear Strap Mid-panel Width Start End Height Head ht Strap? Width Load windows ft ft ft ft ft ft lb 1 0.00 0.00 0.00 0.00 0.00 no 0.00 2 0.00 0.00 0.00 0.00 0.00 no 0.00 3 0.00 0.00 0.00 0.00 0.00 no 0.00 4 0.00 0.00 0.00 0.00 0.00 no 0.00 5 0.00 0.00 0.00 0.00 0.00 no 0.00 6 0.00 0.00 0.00 0.00 0.00 no 0.00 Total 0.00 ft of integral windows Panels Width Start Use for Width Panel Roof Wall LF of Int. HD Req'd able to take shear? shear Effect DL Int. wall load 10d shear ft ft ft ft lb lb lb wall lb lb nails 1 64.00 0.00 yes 64.00 2280 2360 3097 0 0 -2443 none 2 0.00 64.00 no 0.00 0 3 0.00 64.00 no 0.00 0 4 0.00 64.00 no 0.00 0 5 0.00 64.00 no 0.00 0 6 0.00 64.00 no 0.00 0 7 0.00 64.00 no 0.00 0 Total 64.00 Net width = 64.00 ft of designed shear panels Net width = 64.00 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above/below strapped windows= 36 #/ft< 200 #/ft Unit shear next to strapped windows= 36 #/ft< 200 #/ft Install min 7/16" rated sheathing STATE OF WASHINGTON with 0.113 x 2 3/8 nails DEPT.OF LABOR AND at 6"edge INDUSTRIES at 12"in field FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 41 of 110 Expires 06/30/2023 18FBS2300070 LAT/5 Arlington SD - Eagle Creek ES Shear Walls Date: 5/5/2023 Sidewall on Grid C Total length of wall 64.00 ft Wall shear= 2280 #at top Wall height 8.00 ft Seismic Controls Gable height 0.00 ft Int.wall height 8.00 ft Net DL multiplier= 0.43 (loads adjusted below) Trib. roof width 7.92 ft DF studs: 1.00 fastener factor 14 12 10 8 6 4E2 1 3X X 5 7 0 0 10 20 30 40 50 60 70 Panel Width Start End Height Head ht Nom. Ad'. openings ft ft ft ft ft P(uplift)= 7.4 0.0 psf 1 6.00 5.00 11.00 4 7 Roof DL= 10 4.3 psf 2 6.00 15.00 21.00 4 7 Roof rim/other= 6.2 2.68 plf 3 3.00 27.17 30.17 7 7 Net roof load = 36.9 plf 4 3.00 33.75 36.75 7 7 Ext.wall DL= 14 6.0 psf 5 6.00 43.00 49.00 4 7 Int.wall DL= 14 6.0 psf 6 6.00 53.00 59.00 4 7 Total 30.00 ft of wall not useable for shear Strap Mid-panel Width Start End Height Head ht Strap? Width Load windows ft ft ft ft ft ft lb 1 0.00 0.00 0.00 0.00 0.00 no 0.00 2 0.00 0.00 0.00 0.00 0.00 no 0.00 3 0.00 0.00 0.00 0.00 0.00 no 0.00 4 0.00 0.00 0.00 0.00 0.00 no 0.00 5 0.00 0.00 0.00 0.00 0.00 no 0.00 6 0.00 0.00 0.00 0.00 0.00 no 0.00 Total 0.00 ft of integral windows Panels Width Start Use for Width Panel Roof Wall LF of Int. HD Req'd able to take shear? shear Effect DL Int. wall load 10d shear ft ft ft ft lb lb lb wall lb lb nails 1 5.00 0.00 yes 5.00 508 184 242 0 0 600 4.1 2 4.00 11.00 no 0.00 0 3 6.17 21.00 yes 6.17 627 227 299 0 0 702 4.8 4 3.58 30.17 no 0.00 0 5 6.25 36.75 yes 6.25 636 230 302 0 0 695 4.7 6 4.00 49.00 no 0.00 0 7 5.00 59.00 yes 5.00 508 184 242 0 0 600 4.1 Total 34.00 Net width = 22.42 ft of designed shear panels Net width = 22.42 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above/below strapped windows= 102 #/ft< 200 #/ft Unit shear next to strapped windows= 102 #/ft< 200 #/ft At panel corners install Install min 7/16"rated sheathing (1)ST2215 w/min with 0.113 x 2 3/8 nails 5 10d x 1.5" nails STATE OF WASHINGTON at 6"edge each way DEPT.OF LABOR AND at 12"in field INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE Blazer Industries, Inc. AND FIELD INSPECTION 20355-56 Arlington SD calcs.xlsx Page 42 of 110 Expires 06/30/2023 18FBS2300070 FND/1 Arlington SD - Eagle Creek ES Stemwall Fastening Date: 5/5/2023 Dimensional Information Width = 27.70 ft along endwalls Shear Width = 27.70 ft Length = 64 ft along sidewalls Shear Length = 64 ft Selected Fasteners s v(allow) For shear strips: 6d HDG box nails,from min 3/8"sheathing to HF sill plate. in plf (loads 11 to plate) 6 164 4 246 3 320 2 418 For toenailing rim to sill w/ 16d HDG box nails (loads L to plate) 12 73 9 97 6 146 For mudsill anchors, specify: Allowable load (#) Anchor 1I to Sill L to sill Simpson MASA 1235 765 or 1/2" 0 A.B. 900 600 (lesser loads govern) Lateral Loads and Fastener Spacing Design assumption is that roof diaphragm transfers via shear walls,and floor transfers to stemwalls under sidewalls regardless of loading direction. V v Nail spacing v(allow) Sill Anchor sp. v(allow) Diaphragm and loading direction # plf in. o.c. plf ft. o.c. plf Endwalls Wall 11 to plate 2693 97 6 shear strp 164 6.00 150 Floor L to plate 0 0 12 toenailed 73 100 Sidewalls Wall/flr 11 to plate 2280 36 6 shear strp 164 6.00 150 Floor L to plate 1706 27 12 toenailed 73 100 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 43 of 110 Expires 06/30/2023 18FBS2300070 F N D/2 Arlington SD - Eagle Creek ES Foundation Date: 5/5/2023 For stemwall/post&beam foundation under modular building Deadloads Liveloads Roof(max) 10 psf Roof 30 psf Roof rims/Parapets 6.2 plf Roof(unbalanced) 30 psf Exterior wall 14 psf Floor UDL 40 psf Floor 7 psf 100 psf exit corridors Floor rim perimeter 3.2 plf Floor Conc. 1000 #over 30"x 30" Floor rim MLine 5.7 plf Partition load 0 psf Dimensional Information #of Modules = 2 Wall height 8.00 ft Midspan beam? Yes Gable height, avg. 3.31 ft Stemwall height 24 in Module width 13.83 ft Stemwall width 6 in Roof span 1 module Footing height 6 in Eave overhang 12 in Footing width 12 in Rafter trib. width 24 in Line Loads Sidewall Roof 323 MLine Roof 0 Wall 112 Wall 0 Floor 166 Floor 336 for two mods 601 plf 336 plf Endwall Roof 86 Midspan Floor 406 plf Wall 158 Floor 35 279 plf Footings (Footings carrying column loads specified elsewhere) Allowable soil bearing pressure q(allow) = 1500 psf Stemwall Bldg load= 601 Install 12 x 6 inch continuous perimeter Stemwall/ftg wt= 225 footing with 2-#4 bars continuous Total load = 826 plf Qmax = 826 psf< 1500, OK Marriage Line Size = 18 inches square by 8 inches deep Spacing = 8 ft o.c. Bldg load= 2691 Install 18 in. square x 8 in. deep footings at Ftg wt= 225 8 ft o.c., max. Total Load = 2916 # Qmax = 1296 psf< 1500, OK Midspan Size = 18 inches square by 8 inches deep Spacing = 6 ft o.c. Bldg load= 2438 Install 18 in. square x 8 in. deep footings at Ftg wt= 225 6 ft o.c., max. Total Load = 2663 # Qmax = 1183 psf< 1500, OK STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED Blazer Industries, Inc. 06/12/2023 20355-56 Arlington SD calcs.xlsx SUBJECT TO CODE AND FIELD INSPECTION Page 44 of 110 Expires 06/30/2023 18FBS2300070 F N D/3 Arlington SD - Eagle Creek ES Column Footing Date: 5/5/2023 Interior Column Loads Roof beam 11604 #x 2 modules = 23208 # Column/wall 50 # Floor - DL 7 psf -LL 40 psf trib. width 3.4 ft trib. length 8 ft Rim DL 3.5 plf Floor= 1306 # Post/pier 120 # Total = 24684 # Footing Col c1 = 5.5 in Rebar fy= 60 ksi Col c2 = 7.25 in Concrete f'c= 2500 psi Footing b1 = 52 in "d" = 8.5 in Footing b2 = 52 in q(allow) = 1500 psf Footing depth = 12 in, Wt= 2723 #>> q = 1460 psf< 1500, OK Strength design of footing Conservatively estimate y(tot) = 1.4(20%) + 1.7(80%) = 1.64 "Cantilever"dist. = 23.25 in qu = 2394 psf Footing b = 52 in Mu = 233.6 k-in As(min), flexural = 1.11 in12 (or less if ULR< 0.67) 7 #4 bars As(min), shrnk/temp = 1.12 inA2, >> As = 1.40 inA2, OK Stress block"a" = 0.76 in cpMn = 682.1 k-in > 234, OK ULR= 0.34 Check flexural shear Portion of footing loading critical section x= 12 in Factored shear Vu = 10.4 k cpVc= 37.6 k> 10.4, OK Check punching shear Column factored load Pu = 40.5 k Critical perimeter bo = 60 in Vu = 36.8 k cpVc= 43.0 k> 36.8, OK Footing is 52 x 52 x 12", with LABOR AND 7-#4 bars each way DEPT.OF LABOR AND STATE OF Place rebar with 3"clearance to btm. INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 45 of 110 Expires 06/30/2023 18FBS2300070 F N D/4 Arlington SD - Eagle Creek ES Column Footing Date: 5/5/2023 End Columns Loads Roof beam 3477 #x 2 modules = 6953.95 # Column/wall 50 # Floor - DL 7 psf -LL 40 psf trib. width 3.4 ft trib. length 4 ft Rim DL 3.5 plf Floor= 653 # Post/pier 120 # Total = 7777 # Footing Col c1 = 5.5 in Rebar fy= 60 ksi Col c2 = 5.5 in Concrete f'c= 2500 psi Footing b1 = 30 in "d" = 4.5 in Footing b2 = 30 in q(allow) = 1500 psf Footing depth = 8 in, Wt= 604 #>> q = 1341 psf< 1500, OK Strength design of footing Conservatively estimate y(tot) = 1.4(20%) + 1.7(80%) = 1.64 "Cantilever"dist. = 12.25 in qu = 2199 psf Footing b = 30 in Mu = 34.4 k-in As(min), flexural = 0.34 in12 (or less if ULR< 0.67) 4 #4 bars As(min), shrnk/temp = 0.43 inA2, >> As = 0.80 inA2, OK Stress block"a" = 0.75 in cpMn = 197.9 k-in > 34, OK ULR= 0.17 Check flexural shear Portion of footing loading critical section x= 5 in Factored shear Vu = 2.3 k cpVc= 11.5 k> 2.3, OK Check punching shear Column factored load Pu = 12.8 k Critical perimeter bo = 40 in Vu = 11.2 k cpVc= 15.3 k> 11.2, OK Footing is 30 x 30 x 8", with 4-#4 bars each way STATE OF WASHINGTON Place rebar with 3"clearance to btm. DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Blazer Industries, Inc. 20355-56 Arlington SD calcs.xlsx Page 46 of 110 Expires 06/30/2023 18FBS2300070 20355-20356 Arlington SD - Eagle Creek ES 28x64 Portable Clsrm Washington State Department of in STATE OF WASHINGTON Labor & Industries DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION Factory Assembled Structures Program APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Manufacturers Information on Special Inspection As required by chapter 17 of the state building code, a "statement of special inspection" must be prepared by the design engineer/architect and submitted with the building plans for approval by the Licensed Professional plan reviewer. Special inspections must be performed by qualified special inspectors, hired by the manufacturer and approved by L&I during plan acceptance and prior to inspections taking place. This building requires special inspections: Yes X No Name of special inspector: Rock Shetler, PE Inspection Type: Suspended Ceiling Name of special inspector: Inspection Type: Name of special inspector: Inspection Type: Name of special inspector: Inspection Type: Name of special inspector: Inspection Type: Name of special inspector: Inspection Type: Name of special inspector: Inspection Type: Name of special inspector: Inspection Type: * Include credentials for each special inspector in the file sent to LNI. Manufacturers Information on Structural Observation When required by chapter 17 of the state building code, structural observations must be provided by the design engineer/architect or their designee. This building requires structural observation: Yes No X Name of person doing structural observations in the factory: Name of person doing structural observations at the building site: * Include credentials if these are not the design professionals sealing the drawings. Rev:12 3 21 Page 47 of 110 Expires 06/30/2023 18FBS2300070 503-749-1900♦ Fax: 503-749-3969♦ Instant Buildings,CCB# 0050106 INDUSTRIES,INC. STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED WITH NOTATIONS y SUBJECT TO CODE AND FIELD INSPECTION TO: Craig Sedlacek, Chief, Factory Assembled Structures This 3 page document shall be submitted with the plan engineering documents of any project for which you are requesting exception for Washingon Department of Labor& Industries welding"of a minor nature".The connections,columns and plates must substantially conform to the engineering provided in this FROM: Rock Shetler, PE approval.The welds shall be single-pass fillet welds as depicted in the details and not exceed the loads noted in the engineering in Blazer Industries, Inc. order to maintain this"minor nature"approval.WABO or AWS certifications of welders shall be available at time of inspection. RE: Special Inspection of steel columns This approval is subject to review and/or revocation based on compliance with current Code requirements. I am writing this letter to request that the basic steel columns that are commonly used in the construction of many of the structures built by Blazer be deemed as "construction of a minor nature" and that special inspections and tests not be required for them. There are multiple reasons that I believe warrant classifying them as "of a minor nature": 1. The welds are single-pass fillet welds which are the most basic fundamental welds and in earlier codes were exempt from special inspections,thus historically considered of a minor nature. 2. The columns are not part of the lateral resisting system. 3. The columns are concentric with very little eccentricity and thus the welds are not to support the gravity loads but just for keeping the column in place during any movement of the building during construction, building use, wind, or seismic events, etc. (See an example of a standard column in the attached drawing). If this were a wood column this could be handled with a couple of nails or screws, each of which often has less capacity than a tack weld. 4. The amount of weld is very conservative. As an example, per the attached column calculation,the amount of uplift force is 1354 pounds. A 3/16"fillet weld is worth 2784 pounds per inch. So about%2" of 3/16" fillet weld is all that is required. As you can see from the attached detail, much more weld is specified for ease of detailing, constructability concerns, and durability while handling. Each welder at Blazer Industries that performs structural welding is WABO certified. They are welding in a "shop" environment, not exposed to the elements, and I routinely spot check their welding and fabrication as I roam the shop at random throughout the month. S 05/30/2018 G WAS STATE OF WASAINGTON O OV �I� DEPT.OF LABOR AND Ilk. �� ��`F' INDUSTRIES Thank you for your consideration of this issue. 1 z FAS PLAN REVIEW/SECTION APPROVED Rock M. Shetler, PE = 06/12/2023 35006 ��w SUBJECT TO CODE OI S V ���� AND FIELD INSPECTION SI 945 Olney St. ♦ I .O. Box 489 ♦ Aumsville, OR 97325-0489 Manufacturers of Relocatable and Modular Buildings Page 1 of 3 Page 48 of 110 Expires 06/30/2023 18FBS2300070 COLM 16 BLMP-01 Tube Steel Column Date: 5/29/2018 Location: Interior Columns Column Properties ASTM A500 Grade B Size: HSS3x3x3/16" L= 9.13 ft = 109.5 in Fy= 46 ksi A= 2.02 inA2 kx= 1.0 E= 29000 ksi S.= 1.73 inA3 Ix= 2.6 inA4 kLx= 109.5 in STATE OF WASHINGTON rx= 1.13 in Zx= 1.97 inA3 kL/rx= 97 DEPT.OF LABOR AND INDUSTRIES Sy= 1.73 inA3 Iy= 2.6 inA4 ky= 1.0 FAS PLAN REVIENN'/SECTION ry= 1.13 in Zy= 1.97 inA3 kLy= 109.5 in APPROVED WITH NOTATIONS kL/ry- 97 SUBJECT TO CODE AND FIELD INSPECTION Loads (from roof beam analysis) (Lr or S)+D Pr,down= 11604 Ib ex= 0.25 in, 11 to MLine=> Mx= 2.9 k-in W+0.6 D Pr..P= 1354 lb ey= 0.75 in,L to MLine=> My= 8.7 k-in Column Analysis (AISC ASD equations used) -Axial Only Slenderness limit for elastic behavior= 118.3 > kL/rmax= 97 Fe= 30.5 ksi >= 0.44 Fy= 20.2 ksi => therefore equation E3-2 governs For= 24.5 ksi Pn= 49.4 k Qc= 1.67 Po=Pn/Qc= 29.6 k -Bending Only (Section is compact,plastic yielding governs) Mnx= Fy Zx= 90.6 k in Ob= 1.67 1 Mcx= Mn/Q1,= 54.3 k-in May= Fy Zy= 90.6 k in =:> Moy= Mn/Qb=1 54.3 k-in -Combined Axial and Bending Checks Pr= 11.6k a = 1.6 Cmx= 0.6 Cmy= 0.6 (beam column not subject to transverse loading between supports per C2-4) Pe1x= 62.1 k Pely= 62.1 k (elastic critical buckling resistance,Eq C2-5) B1x= 1 BIy= 1 Mr,x= 2.9 k Mr,y= 8.7 k Interaction ratio Pr/Pc= 0.39 >=0.2 ==> Eq(1-11-1 a): Pr/Pc+8/9(Mrx/Mcx+Mry/Mcy)= 0.582 < 1.0, OK Connections Upper- bracket consists of L-saddle welded to col,with SIDS screws through beam Species= LVL Cd = 1.15 down Z 1 down = 2036 # Beam thk. = 1.5 in = 1.60 uplift Z L up= 2832 #, > 1354, OK No.SIDS screws= 6 For downward bearing, 11604-2035.5= 9569 # Brg plate length = 9 in=>overhang L= 3 in E-= 709 psi, Brg plate width= 3.5 in Brg plate thk. = 0.75 in fib= 14.6 ksi <27,OK Lower- bracket consists of bearing plate welded to col,with tab(s)to rim joist/blocking with SDS screws Adjusting for column weight, Pdowr,= 11687 # Species= LVL Pup= 1271 # Floor"beam"t= 3 in Cd = 1.15 down Z 1 down = 1794 # No.SIDS screws= 4 = 1.60 uplift Z L up= 2496 #, > 1271, OK SIDS length = 2.5 in, min. For downward bearing, 11687- 1794= 9893 # Brg plate length = 9 in=>overhang L= 3 in=> foL= 366 psi, <750, OK Brg plate width= 3.5 in Brg plate thk. = 0.75 in r fb= 15.1 ksi <27, OK Blocking connection: blocking transfers 1/2 of uplift: 1/2 Pup= 636 # fasten blocking with 15 ga.staples(or 10d x 3"nails)- to joists through ends: 8 through ends x 64#x 1.33 x 0.67= 456 # to rim through side: 16 through side x 64#x 1.33= 1362 # 1818 #, >636, OK Summary: -HSS3x3x3/16"ASTM A500 Grade B column with brackets top and bottom -Top bracket has 0.75"x 3.5"x 9"brg. plate and (6)SDS1/4x1.5 screws through plate to beam -Btm. bracket has 0.75"x 3.5"x 9"brg. plate and (4)SDS1/4x2.5 screws through plate to rim -Btm. blocking-fasten with min. (16) 15 ga.staples to rim,and (8)through joists to ends STATE OF WASHINGTON DEPT.OF LABOR AND Blazer Industries, Inc. INDUSTRIES 16 BLMP-01 calcs.xlsx FAS PLAN REVIEW/SECTION APPROVED Page 2 of 3 o6i12TO CO Expires res 06/30/2023 Page 49 of 110 SiIBJECTTOCODE p' AND FIELD INSPECTION 18FBS2300070 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED WITH NOTATIONS SUBJECT TO CODE 1 „ AND FIELD INSPECTION 1" 1" Y4"x 6"x 12" UPLIFT PLATE 3/6°° _ LVL RIDGEBEAM o -—- N o N o 0 - 3/4% 3Y2"x 12' 3j6„ 3 SIDES BEARING PLATE WELDING: G.M.A.W. — AWS A5.18 F.C.A.W. — AWS A5.20 ALL WELDS TO BE SINGLE PASS FILLET BY CERTIFIED WELDER TO A.W.S. D1.1 CODE. O HSS3x3x3/6 COLUMN A500 Gr. B STEEL TUBE A36 STEEL PLATE (6) SIMPSON SDS1/4x1Y2" SCREWS (TOP) (4) SIMPSON SDS1/4x2Y2" SCREWS (BOTTOM) (DRILL 5/6" HOLES) TIGHT FIT 2x6 3Y4" x 3Y2" x 9„ BLOCKING WITH BEARING PLATE 3j6" 3 SIDES II i (4) 0.131" x 3" Y4" x 3Y2" x 5" NAILS EACH END. UPLIFT PLATE SIN o -N IN FLOOR CONT. LVL RIM JOIST JOIST TIGHT FIT LVL BLOCKING STATE OF WASHINGTON 3/1 6 DEPT.OF LABOR AND 12" INDUSTRIES FASTENER SCHEDULE FAS PLAN REVIEW/SECTION NAIL SIZE CITY LOCATION APPROVED 06/12/2023 0.131" x 3" 5 EACH END SUBJECT TO CODE 0.131" x 3" 2 ROWS TO R I M AND FIELD INSPECTION AT 4"oc. 2 ICSTL-1 M2: INTERIOR COLUMN DETAIL Page 3 of 3 Page 50 of 110 Expires 06/30/2023 www.SolarcEnergyGroup.com !96 300070 1501 E Madison,Suite 200 rc Seattle,Washington 98122 (206)395-4743 Energy Group EUGENE PORTLAND SEATTLE SALT LAKE CITY KCDA Classroom Modular Building 2018 Washington State Energy Code C407 Report ----------------------- Prepared By: STATE OF WASHINGTON Eric Knowles DEPT.OF LABOR AND Solarc Energy Group INDUSTRIES 1501 E Madison St, Suite 200 FAS PLAN REVIEW/SECTION Seattle, WA 98122 APPROVED EricK@solarcenergygroup.com 06/12/2023 206-395-4743 SUBJECT TO CODE AND FIELD INSPECTION Final Draft: March 12, 2021 Page 51 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom Contents I. Executive Summary......................................................................................................................... 3 11. Project Description.......................................................................................................................... 5 III. Methodology Description ............................................................................................................... 7 IV. Appendices........................................................................................................................................ s A. General Information - Thermal Zoning Diagrams.........................................................9 B. Computer Printout of Inputs and Outputs....................................................................10 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 2 Page 52 of 110 Expires 06/30/2023 18FBS2300070 1. IR C407 Compliance - KCDA Classroom I. Executive Summary The KCDA 28x64 Classroom is a 1-story modular with 2 classrooms. These will be located in both Eastern and Western Washington, so this report summarizes the Total Building Performance in both the 4C and 5B climate zones. The new facility is a 1 story modular building that is just under 1,800 square feet. The Total Building Performance compliance path using the 2018 Washington State Energy Code (WSEC) was chosen because the building was unable to comply prescriptively with the following sections of the code: • C403.5- Economizers: the packaged heat pump is only able to equip an integral energy recovery ventilator (ERV) or economizer. Since the design has chosen the ERV, the economizer requirement is not met. • C406.1 -Additional energy efficiency credit requirements: the proposed design is only able to achieve 5 out of the 6 necessary credits. The propose design inputs are identical for the different climate zone models, but the baseline wall insulation is different for the 2 baseline models. This information is summarized in the body of the report. To compensate for the energy penalty occurring from non-compliant aspects of the design, the following Energy Efficiency Measures (EEM's) were implemented: • Improved Lighting Design: The building wide lighting power density is 0.53 W/sf and each fixture is equipped with integral occupancy sensors and photocell controls to dim the lights appropriately. Additionally, the exterior lighting uses LED fixtures for the entry doors. • ERV Effectiveness: The ERV is integral to the heat pump unit, but is able to operate without the need of the indoor blower power of the heat pump. The ERV has a heat recovery effectiveness of 80% effectiveness and has a total fan power of 1.104 W/cfm. • Fan Power Reduction: The heat pump supply fan blower has a small ECM motor that has a lower fan power than the code allowance. Additionally, the fan is decoupled from the ventilation system which allows it to only cycle on a call for heating or cooling. The new 2018 WSEC modeling guidelines require that the baseline building be modeled using the 2004 ASHRAE 90.1 Standards and then apply a building performance factor (0.36 for K-12 schools) to the carbon emissions of all the regulated energy enduses. This creates a more generalized baseline model that decouples the baseline model inputs from the proposed design. This allows similar project types, in this case similarly sized classroom modular, to have results extrapolated from one project to the next. Tables 1 and 2 on the next page summarize the carbon emission reductions for the proposed design versus the baseline emissions for both climate zones. Both models show at least a 5% improvement over the baseline emissions which including the building performance factor (BPF) dictated by the WSEC. STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE Solarc Energy Group AND FIELD INSPECTION 3 Page 53 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom Table 1. KCDA Classroom - Carbon Emission Reduction (Climate 4C) Area 17921 SF Emissions Factors BPF Emissions Factors BPF ASHRAE Baseline 0.7 11.7 0.36 0.7 11.7 1 Electric Electric Regulated/ CO2 Gas CO2 Regulated CO2 Gas CO2 Unregulated kwh therms MMBTU Unregulated Regulated Regulated CO2 x BPF Unregulated Unregulated CO2 x BPF Int Lights 5,851 0 19.97 R 4095.7 0.0 1474.5 0.0 0.0 0.0 Equipment 5,267 0 17.98 UR 0.0 0.0 0.0 3686.9 0.0 3686.9 Heating 1 0 387 38.70 R 0.0 4527.9 1630.0 0.01 0.0 0.0 Cooling 1,337 0 4.56 R 935.91 0.0 336.9 0.0 0.0 0.0 Pumps&Aux 0 0 - R 0.0 0.0 0.0 0.0 0.0 0.0 Fans 5,798 0 19.79 R 4058.6 0.0 1461.1 0.0 0.0 0.0 Refrigeration 0 0 - R 0.0 0.0 0.0 0.0 0.0 0.0 Elevators 0 0 R 0.0 0.0 0.0 0.0 0.0 0.0 DHW 0 0 R 0.0 0.0 0.0 0.0 0.0 0.0 Ext Lights 657 01 2.24 1 R 459.9 0.1 165.6 0.0 0.0 0.0 Total(CO2 Ib/yr) Total 18,910 3871 103.241 9550.1 4528.0 5068.1 3686.9 8,755.0 Emissions Factors BPF Emissions Factors BPF Proposed 0.7 11.7 1 0.7 11.7 1 Electric Electric Regulated/ CO2 Gas CO2 Regulated CO2 Gas CO2 Unregulated kwh therms MMBTU Unregulated Regulated Regulated CO2 x BPF Unregulated Unregulated CO2 x BPF Int Lights 1,749 0 5.97 R 1224.3 0.0 1224.3 0.0 0.0 0.0 Equipment 5,267 0 17.98 UR 0.0 0.0 0.0 3686.9 0.0 3686.9 Heating 1,497 0 5.11 R 1047.9 0.0 1047.9 0.0 0.0 0.0 Cooling 1,659 0 5.66 R 1161.31 0.0 1161.3 0.0 0.0 0.0 Pumps&Aux 0 0 - R 0.0 0.0 0.0 0.0 0.0 0.0 Fans 1,291 0 4.41 R 903.7 0.0 903.7 0.0 0.0 0.0 Refrigeration 0 0 - R 0.0 0.0 0.0 0.0 0.0 0.0 Elevators 0 01 R 0.0 0.0 0.0 0.0 0.01 0.0 DHW 0 01 R 0.0 0.0 0.0 0.0 0.01 0.0 Ext Lights 368 01 1.26 R 257.6 0.0 257.6 0.0 0.01 0.0 Total(CO2 Ib/yr) Total 1 3,321,7331 01 40.381 45iT4.81 1 1 3686.9 8,281.7 %Better than Code,MMBtu/Year 61% %Better than Code,CO2 Ib/Year 5% Table 2. KCDA Classroom - Carbon Emission Reduction (Climate 513) Area 17921 SF Emissions Factors BPF Emissions Factors BPF ASHRAE Baseline 0.7 11.7 0.36 0.7 11.7 1 Electric Electric Regulated/ CO2 Gas CO2 Regulated CO2 Gas CO2 Unregulated kwh therms MMBTU Unregulated Regulated Regulated CO2 x BPF Unregulated Unregulated CO2 x BPF Int Lights 5,851 0 19.97 R 4095.7 0.0 1474.5 0.0 0.0 0.0 Equipment 5,267 0 17.98 UR 0.0 0.0 0.0 3686.9 0.0 3686.9 Heating 1 0 708 70.80 R 0.0 8283.6 2982.1 0.0 0.0 0.0 Cooling 1,928 0 6.58 R 1349.6 0.0 485.9 0.01 0.0 0.0 Pumps&Aux 0 0 - R 0.0 0.0 0.0 0.01 0.0 0.0 Fans 6,335 0 21.62 R 4434.5 0.0 1596.4 0.01 0.0 0.0 Refrigeration 0 0 - R 0.0 0.0 0.0 0.0 0.0 0.0 Elevators 0 0 R 0.0 0.0 0.0 0.0 0.0 0.0 DHW 0 0 R 0.0 0.01 0.0 0.0 0.0 0.0 Ext Lights 657 0 2.24 R 459.9 0.1 165.6 0.0 0.0 0.0 Total(CO2 Ib/yr) Total 20,038 708 139.191 10339.7 8283.7 6704.4 3686.9 10,391.3 Emissions Factors BPF Emissions Factors BPF Proposed 0.7 11.7 1 0.7 11.7 1 Electric Electric Regulated/ CO2 Gas CO2 Regulated CO2 Gas CO2 Unregulated STATE OF WASHINGTON kwh therms MMBTU Unregulated Regulated Regulated CO2 x BPF Unregulated Unregulated CO2 x BPF DEPT.O LABOR AND Int Lights 1,729 0 5.90 R 1210.3 0.0 1210.3 0.0 0.0 0.0 IND JSTRIES Equipment 5,267 0 17.98 UR 0.0 0.0 0.0 3686.9 0.0 3686.9 FAS PLAN R 7,VIEW/SECTION Heating 3,538 0 12.08 R 2476.6 0.0 2476.6 0.0 0.0 0.0 APPROVED Cooling 1,412 0 4.82 R 988.4 0.0 988.4 0.0 0.0 0.0 06/ 2/2023 Pumps&Aux 0 0 - R 0.0 0.0 0.0 0.0 0.0 0.0 SUBJECT TO CODE Fans 1,435 0 4.90 R 1004.5 0.0 1004.5 0.0 0.0 0.0 AND FIE1 D INSPECTION Refrigeration 0 0 R 0.01 0.0 0.0 0.0 0.0 0.0 Elevators 0 0 R 0.0 0.0 0.0 0.0 0.0 0.0 DHW 0 0 R 0.0 0.0 0.0 0.0 0.0 0.0 Ext Lights 368 0 1.26 1 R 257.6 0.0 257.61 0.01 0.0 0.0 Total(CO2 Ib/yr) Total 3,321,733 0 46.931 5937.41 1 3686.9 9,624.3 %Better than Code,MMBtu/Year 66%1 1%Better than Code,CO2 lb/Year 1 7% Solarc Energy Group 4 Page 54 of 110 Expires 06/30/2023 18FBS2300070 STATE OF WASHINLABOR TON AND DEPT.OF LABOR AND %MJ C407 Compliance - KCDA Classroom INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 11. Project Description SUBJECT TO CODE AND FIELD INSPECTION The proposed site is unknown, but these classrooms will be available for any school district in the state. The entire square footage is dedicated to classrooms and do not include a bathroom. The table below summarizes the project envelope, mechanical systems, lighting design, and other energy consumptive elements. The baseline column summarizes the 2004 ASHRAE 90.1 inputs that are dictated by 2018 WSEC. All inputs in the baseline design are identical for the two climate zone models except for the above grade walls. 28x64 KCDA Classroom - Energy Analysis Summary Model Baseline Design Proposed Design Parameter Above Grade Climate Zone 4C: U-0.124 Wood framed wall- U-0.054 Walls" • 2x6 steel stud w/ R-13 Batt 2x6 Wood studs w/ R-21 Batt (Int. Climate Zone 5113: U-0.084 Framing) • 2x6 steel stud w/ R-13 Batt + R-3.8 c.i. Roof Insulation Entirely Above Deck: U-0.063 Joist Roofing -U-0.027 • R-15 c.i. • R-38 Blown-In Insulation FloorsEll Steel Joist: U-0.053 Joist/Framing - U-0.032 • R-19 batt R-30 batt Windows Metal Framing (operable) Vinyl Framing • U-0.57, SHGC- 0.39 U-0.29, SHGC-0.39[21 • WWR: 22% WWR: 6% Doors Opaque Doors- U-0.70 Opaque Doors- U-0.37 Shading, ext. Roof overhang Roof overhang Infiltration 0.4 cfm/SF of total envelope area 0.4 cfm/SF of total envelope area • 0.35 ACH • 0.35 ACH Interior Lighting,Classroom Allowance: 1.40 W/SF Classroom LPD: 0.53 W/SF power density Interior Lighting, No Controls Continuous dimming to off based on controls photocell controls. Exterior Connected Load Allowance: 0.15 kW Connected Load: 0.84 kW Lighting, Entry Doors: 2 x 3' - 2 x 42 W LED Lights wattage Other Doors: 2 x 3' Exterior Photocell and timer controls: Photocell and timer controls: Lighting, 12 hours a day 12 hours a day Equipment Equipment density: Equipment density: • Classroom: 0.75 W/sf Classroom: 0.75 W/sf [1] U-Factors taken from WSEC Appendix A. [2] UA...meiyand SHGC based on NFRC ratings. Solarc Energy Group 5 Page 55 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance KCDA Classroom %aw Model Baseline Proposed Design Parameter Heating system Code System 4: PSZ-AC Packaged Vertical Heat Pump # of Systems: 2 # of Systems: 2 - Efficiency: 78% AFUE gas-furnace Efficiency: 3.3 COP - Capacity: Under 225,000 btu/h Capacity: 31,000 btu/h - Runtime: Intermittent to meet load Runtime: Intermittent to meet load Fans Code System 4: PSZ-AC Split System Heat Pump - Efficiency: 0.975 W/cfm • Efficiency: 0.175 W/cfm - Airflow: 1,500 cfm avg. • Airflow: 1,100 cfm each - Constant Volume • Constant Volume - Runtime: Continuous during • Runtime: Intermittent to meet load occupied period / intermittent Integral ERV during unoccupied period. • Efficiency: 1.104 W/cfm • Airflow: 450 cfm each • Constant Volume • Runtime: Continuous during occupied period Cooling System Code System 4: PSZ-AC Split System Heat Pump # of Systems: 2 • # of Systems: 2 Efficiency: SEER 9.7 • Efficiency: EER 11 Capacity: Under 65,000 btu/h • Capacity: 35,000 btu/h Compressor: )-speed • Compressor:2-Speed Pumps N/a N/a Controls N/A Heat Pump Supplemental STATE OF WASIIINGTON Electric Resistance Heat when DEPT.OF LABOR AND temperature deadband exceeds 2 INDUSTRIES deg F. FAS PLAN REVIEW/SECTION APPROVED DCV for ERV 06/12/2023 • When CO2 sensors are below SUBJECT TO CODE 1,000 ppm the ERV runs in low AND FIELD INSPECTION ventilation mode. OSA ventilation Total OSA: 798 cfm Total OSA: 798 cfm • No Heat Recovery • Heat Recovery Effectiveness: 80% Domestic Hot No DHW No DHW Water Solarc Energy Group 6 Page 56 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom III. Methodology Description Whole Building Modeling Software EQuest/DOE2.3 was used to model the energy and loads of both project areas. EQuest/DOE2.3 is an hour-by-hour whole building energy simulation tool that is widely used in the industry and has demonstrated robust load calculation mathematical models. The model incorporates detailed calculations of sun angles, shading, direct solar gain, solar influenced exterior surface temperatures, diversified occupancy schedules, thermal mass, HVAC thermostat schedules, building HVAC controls, ventilation, fan energy and fan heat. Input to the model includes hourly weather data. The weather data used for the models is Typical Meteorological Year (TMY3) data for two different weather stations: Climate 4C-Seattle-Tacoma International Airport and Climate 513- Spokane International Airport. TMY3 data files are statistically processed to create a typical (average) weather year using actual weather records. STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 7 Page 57 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom IV. Appendices B. General Information 1. HVAC Zoning Diagram C. Computer Printout of Outputs 1. Output Reports: BEPS, BEPU, LV-D, PS-E, SS-D, SV-A STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 8 Page 58 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom A. General Information-Thermal Zoning Diagrams Classroom A Classroom B STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 9 Page 59 of 110 Expires 06/30/2023 18FBS2300070 STATE OF WASHINGTON C407 Compliance - KCDA Classroom DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION B. Computer Printout of Inputs and Outputs APPROVED 06/12/2023 SUBJECT TO CODE Proposed Model -Climate Zone 4C AND FIELD INSPECTION 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- BEPS Building Energy Performance WEATHER FILE- SEATTLE SEATTLE-T WA ---------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- EM1 ELECTRICITY MBTU 6.0 0.0 18.0 5.1 5.7 0.0 0.0 4.4 0.0 0.0 0.0 1.3 40.4 FM1 NATURAL-GAS MBTU 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MBTU 6.0 0.0 18.0 5.1 5.7 0.0 0.0 4.4 0.0 0.0 0.0 1.3 40.4 TOTAL SITE ENERGY 40.38 MBTU 22.5 KBTU/SQFT-YR GROSS-AREA 22.5 KBTU/SQFT-YR NET-AREA TOTAL SOURCE ENERGY 121.13 MBTU 67.6 KBTU/SQFT-YR GROSS-AREA 67.6 KBTU/SQFT-YR NET-AREA PERCENT OF HOURS ANY SYSTEM ZONE OUTSIDE OF THROTTLING RANGE = 0.00 PERCENT OF HOURS ANY PLANT LOAD NOT SATISFIED = 0.00 HOURS ANY ZONE ABOVE COOLING THROTTLING RANGE = 0 HOURS ANY ZONE BELOW HEATING THROTTLING RANGE = 0 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- BEPU Building Utility Performance WEATHER FILE- SEATTLE SEATTLE-T WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL EM1 ELECTRICITY KWH 1749. 0. 5267. 1497. 1659. 0. 0. 1291. 0. 0. 0. 368. 11831. FM1 NATURAL-GAS THERM 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. TOTAL ELECTRICITY 11831. KWH 6.602 KWH /SQFT-YR GROSS-AREA 6.602 KWH /SQFT-YR NET-AREA 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- LV-D Details of Exterior Surfaces WEATHER FILE- SEATTLE SEATTLE-T WA --------------------------------------------------------------------------------------------------------------(CONTINUED)-------- AVERAGE AVERAGE AVERAGE U-VALUE WINDOW WALL WINDOW+WALL U-VALUE/WINDOWS U-VALUE/WALLS WALLS+WINDOWS AREA AREA AREA (BTU/HR-SQFT-F) (BTU/HR-SQFT-F) (BTU/HR-SQFT-F) (SQFT) (SQFT) (SQFT) NORTH 0.000 0.053 0.053 0.00 512.00 512.00 EAST 0.000 0.053 0.053 0.00 263.60 263.60 SOUTH 0.301 0.053 0.100 96.00 416.00 512.00 WEST 0.000 0.053 0.053 0.00 263.60 263.60 FLOOR 0.000 0.033 0.033 0.00 1920.00 1920.00 ROOF 0.000 0.026 0.026 0.00 2010.36 2010.36 ALL WALLS 0.301 0.053 0.069 96.00 1455.20 1551.20 WALLS+ROOFS 0.301 0.038 0.045 96.00 3465.56 3561.56 BUILDING 0.301 0.036 0.041 96.00 5385.56 5481.56 Solarc Energy Group 10 Page 60 of 110 Expires 06/30/2023 STATE OFWASHINGTON 18FBS23W DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED C407 Compliance - KCDA Classroom 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- PS-F Energy End-Use Summary for EM1 WEATHER FILE- SEATTLE SEATTLE-T WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- JAN KWH 159. 0. 444. 347. 41. 0. 0. 118. 0. 0. 0. 31. 1140. MAX KW 0.832 0.000 2.016 3.186 1.365 0.000 0.000 0.863 0.000 0.000 0.000 0.084 4.934 DAY/HR 29/ 9 0/ 0 7/ 9 7/ 8 20/14 0/ 0 0/ 0 7/ 9 0/ 0 0/ 0 0/ 0 1/ 1 7/ 8 PEAK ENDUSE 0.307 0.000 0.733 3.186 0.000 0.000 0.000 0.624 0.000 0.000 0.000 0.084 PEAK PCT 6.2 0.0 14.9 64.6 0.0 0.0 0.0 12.6 0.0 0.0 0.0 1.7 FEB KWH 172. 0. 503. 237. 76. 0. 0. 128. 0. 0. 0. 28. 1145. MAX KW 0.817 0.000 2.016 3.560 1.478 0.000 0.000 0.867 0.000 0.021 0.000 0.084 5.309 DAY/HR 2/ 9 0/ 0 1/ 9 19/ 8 26/15 0/ 0 0/ 0 3/11 0/ 0 21/23 0/ 0 1/ 1 19/ 8 PEAK ENDUSE 0.272 0.000 0.733 3.560 0.000 0.000 0.000 0.661 0.000 0.000 0.000 0.084 PEAK PCT 5.1 0.0 13.8 67.0 0.0 0.0 0.0 12.4 0.0 0.0 0.0 1.6 MAR KWH 150. 0. 444. 163. 88. 0. 0. 108. 0. 0. 0. 31. 984. MAX KW 0.800 0.000 2.016 2.630 1.879 0.000 0.000 0.876 0.000 0.000 0.000 0.084 5.245 DAY/HR 22/ 9 0/ 0 1/ 9 5/ 8 18/15 0/ 0 0/ 0 8/11 0/ 0 0/ 0 0/ 0 1/ 1 18/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 1.879 0.000 0.000 0.775 0.000 0.000 0.000 0.000 PEAK PCT 11.0 0.0 38.4 0.0 35.8 0.0 0.0 14.8 0.0 0.0 0.0 0.0 APR KWH 147. 0. 464. 106. 140. 0. 0. 113. 0. 0. 0. 30. 1000. MAX KW 0.739 0.000 2.016 2.221 2.880 0.000 0.000 0.926 0.000 0.022 0.000 0.084 6.332 DAY/HR 16/ 9 0/ 0 8/ 9 19/ 8 27/15 0/ 0 0/ 0 27/11 0/ 0 18/ 2 0/ 0 1/ 2 27/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.880 0.000 0.000 0.861 0.000 0.000 0.000 0.000 PEAK PCT 9.1 0.0 31.8 0.0 45.5 0.0 0.0 13.6 0.0 0.0 0.0 0.0 MAY KWH 167. 0. 534. 40. 193. 0. 0. 128. 0. 0. 0. 31. 1093. MAX KW 0.703 0.000 2.016 1.579 2.609 0.000 0.000 0.945 0.000 0.000 0.000 0.084 6.035 DAY/HR 17/ 9 0/ 0 3/ 9 18/ 8 5/15 0/ 0 0/ 0 6/11 0/ 0 0/ 0 0/ 0 l/ 2 5/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.609 0.000 0.000 0.835 0.000 0.000 0.000 0.000 PEAK PCT 9.5 0.0 33.4 0.0 43.2 0.0 0.0 13.8 0.0 0.0 0.0 0.0 JUN KWH 97. 0. 308. 13. 114. 0. 0. 65. 0. 0. 0. 30. 626. MAX KW 0.632 0.000 2.016 1.319 2.295 0.000 0.000 0.936 0.000 0.000 0.000 0.084 5.707 DAY/HR 4/ 9 0/ 0 1/ 9 14/ 8 10/15 0/ 0 0/ 0 10/11 0/ 0 0/ 0 0/ 0 1/ 2 10/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.295 0.000 0.000 0.821 0.000 0.000 0.000 0.000 PEAK PCT 10.1 0.0 35.3 0.0 40.2 0.0 0.0 14.4 0.0 0.0 0.0 0.0 JUL KWH 112. 0. 355. 1. 201. 0. 0. 82. 0. 0. 0. 31. 782. MAX KW 0.672 0.000 2.016 0.276 2.896 0.000 0.000 0.956 0.000 0.000 0.000 0.084 6.333 DAY/HR 16/ 9 0/ 0 15/ 9 19/ 8 30/15 0/ 0 0/ 0 30/11 0/ 0 0/ 0 0/ 0 1/ 2 30/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.896 0.000 0.000 0.846 0.000 0.000 0.000 0.000 PEAK PCT 9.1 0.0 31.8 0.0 45.7 0.0 0.0 13.4 0.0 0.0 0.0 0.0 AUG KWH 181. 0. 578. 3. 365. 0. 0. 150. 0. 0. 0. 31. 1309. MAX KW 0.755 0.000 2.016 0.753 3.551 0.000 0.000 0.988 0.000 0.000 0.000 0.084 7.046 DAY/HR 2/ 9 0/ 0 2/ 9 2/ 8 10/15 0/ 0 0/ 0 10/11 0/ 0 0/ 0 0/ 0 l/ 2 10/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 3.551 0.000 0.000 0.904 0.000 0.000 0.000 0.000 PEAK PCT 8.2 0.0 28.6 0.0 50.4 0.0 0.0 12.8 0.0 0.0 0.0 0.0 SEP KWH 122. 0. 374. 10. 194. 0. 0. 89. 0. 0. 0. 30. 820. MAX KW 0.747 0.000 2.016 1.045 2.967 0.000 0.000 0.970 0.000 0.000 0.000 0.084 6.426 DAY/HR 17/ 9 0/ 0 1/ 9 20/ 8 14/15 0/ 0 0/ 0 14/11 0/ 0 0/ 0 0/ 0 l/ 2 14/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.967 0.000 0.000 0.868 0.000 0.000 0.000 0.000 PEAK PCT 8.9 0.0 31.4 0.0 46.2 0.0 0.0 13.5 0.0 0.0 0.0 0.0 OCT KWH 153. 0. 444. 61. 104. 0. 0. 101. 0. 0. 0. 31. 894. MAX KW 0.821 0.000 2.016 1.528 2.189 0.000 0.000 0.881 0.000 0.000 0.000 0.084 5.591 DAY/HR 15/ 9 0/ 0 7/ 9 12/ 8 8/15 0/ 0 0/ 0 7/11 0/ 0 0/ 0 0/ 0 1/ 2 8/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.189 0.000 0.000 0.811 0.000 0.000 0.000 0.000 PEAK PCT 10.3 0.0 36.1 0.0 39.2 0.0 0.0 14.5 0.0 0.0 0.0 0.0 NOV KWH 187. 0. 531. 157. 103. 0. 0. 130. 0. 0. 0. 30. 1138. MAX KW 0.838 0.000 2.016 2.446 2.749 0.000 0.000 0.917 0.000 0.000 0.000 0.084 6.216 DAY/HR 3/ 9 0/ 0 1/ 9 22/ 8 4/15 0/ 0 0/ 0 4/11 0/ 0 0/ 0 0/ 0 1/ 2 4/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.749 0.000 0.000 0.877 0.000 0.000 0.000 0.000 PEAK PCT 9.2 0.0 32.4 0.0 44.2 0.0 0.0 14.1 0.0 0.0 0.0 0.0 DEC KWH 104. 0. 288. 358. 39. 0. 0. 80. 0. 0. 0. 31. 901. MAX KW 0.826 0.000 2.016 2.569 1.560 0.000 0.000 0.846 0.000 0.012 0.000 0.084 4.928 DAY/HR 1/ 9 0/ 0 l/ 9 6/ 8 10/15 0/ 0 0/ 0 9/11 0/ 0 31/ 9 0/ 0 l/ 1 10/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 1.560 0.000 0.000 0.777 0.000 0.000 0.000 0.000 PEAK PCT 11.7 0.0 40.9 0.0 31.7 0.0 0.0 15.8 0.0 0.0 0.0 0.0 KWH 1749. 0. 5267. 1497. 1659. 0. 0. 1291. 0. 0. 0. 368. 11831. MAX KW 0.838 0.000 2.016 3.560 3.551 0.000 0.000 0.988 0.000 0.022 0.000 0.084 7.046 MON/DY 11/ 3 0/ 0 1/ 7 2/19 8/10 0/ 0 0/ 0 8/10 0/ 0 4/18 0/ 0 1/ 1 8/10 PEAK ENDUSE 0.575 0.000 2.016 0.000 3.551 0.000 0.000 0.904 0.000 0.000 0.000 0.000 PEAK PCT 8.2 0.0 28.6 0.0 50.4 0.0 0.0 12.8 0.0 0.0 0.0 0.0 Solarc Energy Group 11 Page 61 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SS-D Building HVAC Load Summary WEATHER FILE- SEATTLE SEATTLE-T WA ------_______--------_----_----_------------------------------------------------------------------------_----------------_------- - - - - - - - - C 0 0 L I N G - - - - - - - - - - - - - - - - H E A T I N G - - - - - - - - - - - E L E C - - - MAXIMUM MAXIMUM ELEC- MAXIMUM COOLING TIME DRY- WET- COOLING HEATING TIME DRY- WET- HEATING TRICAL ELEC ENERGY OF MAX BULB BULB LOAD ENERGY OF MAX BULB BULB LOAD ENERGY LOAD MONTH (MBTU) DY HR TEMP TEMP (KBTU/HR) (MBTU) DY HR TEMP TEMP (KBTU/HR) (KWH) (KW) JAN 0.64821 20 19 99.F 90.F 21.552 -3.216 15 8 25.F 23.F -23.771 1134. 5.275 FEB 1.20711 26 15 58.F 51.F 23.331 -2.116 19 8 23.F 21.F -25.932 1139. 5.612 MAR 1.38763 18 15 68.F 50.F 29.685 -1.678 5 8 36.F 35.F -20.955 958. 5.245 APR 2.18595 27 15 79.F 61.F 40.661 -1.133 19 8 39.F 37.F -19.564 972. 6.332 MAY 3.01995 5 15 76.F 62.F 38.247 -0.458 18 8 93.F 92.F -17.839 1061. 6.035 JUN 1.78287 11 19 71.F 60.F 34.627 -0.151 19 8 51.F 99.F -16.372 596. 5.707 JUL 3.05516 30 15 80.F 63.F 40.472 -0.012 19 8 59.F 52.F -3.405 751. 6.333 AUG 5.51997 29 15 89.F 66.F 46.987 -0.037 2 8 56.F 56.F -9.614 1278. 7.046 SEP 3.04947 19 19 73.F 63.F 99.523 -0.116 20 8 51.F 50.F -12.914 790. 6.426 OCT 1.64916 8 15 68.F 57.F 34.557 -0.699 28 8 96.F 93.F -17.653 863. 5.591 NOV 1.62147 9 15 70.F 61.F 43.353 -1.599 22 8 37.F 35.F -20.520 1115. 6.216 DEC 0.61567 10 15 51.F 97.F 24.643 -3.374 6 8 39.F 39.F -20.061 896. 4.928 --------- ---------- --------- ---------- -------- ------- TOTAL 25.737 -14.589 11553. MAX 46.987 -25.932 7.046 MAXIMUM DAILY INTEGRATED COOLING LOAD (DES DAY ) 0.000 (KBTU) MAXIMUM DAILY INTEGRATED COOLING LOAD (WTH FILE) 0.000 (KBTU) STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 12 Page 62 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for HP-1 WEATHER FILE- SEATTLE SEATTLE-T WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) PSZ 1.000 2876.0 30. 0.000 35.000 0.742 -31.000 0.267 0.284 -34.130 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 1167. 1.00 0.204 0.55 0.6 0.41 0.62 DRAW-THRU CONSTANT 1.00 0.30 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS SUPPLY EXHAUST MINIMUM OUTSIDE COOLING EXTRACTION HEATING ADDITION ZONE FLOW FLOW FAN FLOW AIR FLOW CAPACITY SENSIBLE RATE CAPACITY RATE ZONE NAME (CFM ) (CFM ) (KW) (FRAC) (CFM ) (KBTU/HR) (FRAC) (KBTU/HR) (KBTU/HR) (KBTU/HR) MULT Classroom A Zn 1167. 0. 0.000 1.000 399. 0.00 0.00 24.50 0.00 -18.48 1. EL1 Roof Zone 1 0. 0. 0.000 0.000 0. 0.00 0.00 0.00 0.00 -0.00 1. 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for HP-2 WEATHER FILE- SEATTLE SEATTLE-T WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) PSZ 1.000 896.0 30. 0.000 35.000 0.742 -31.000 0.267 0.284 -34.130 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 1167. 1.00 0.204 0.55 0.6 0.41 0.62 DRAW-THRU CONSTANT 1.00 0.30 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS SUPPLY EXHAUST MINIMUM OUTSIDE COOLING EXTRACTION HEATING ADDITION ZONE FLOW FLOW FAN FLOW AIR FLOW CAPACITY SENSIBLE RATE CAPACITY RATE ZONE NAME (CFM ) (CFM ) (KW) (FRAC) (CFM ) (KBTU/HR) (FRAC) (KBTU/HR) (KBTU/HR) (KBTU/HR) MULT Classroom B Zn 1167. 0. 0.000 1.000 399. 0.00 0.00 24.53 0.00 -18.48 1. 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for WERV WEATHER FILE- SEATTLE SEATTLE-T WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) DOAS 1.000 1792.0 60. 1.000 0.000 0.000 0.000 0.000 0.000 0.000 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 718. 0.00 0.793 3.46 4.9 0.52 0.62 DRAW-THRU SPEED 1.10 0.66 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS STATE OF WASHINGTON ----- OA ATTACHED TO ----- DEPT.OF LABOR AND SYSTEM NAME MIXED AIR ZONE ZONE NAME (CFM ) (CFM ) MULT INDUSTRIES FAS PLAN REVIEW/SECTION HP-1 APPROVED Classroom A Zn 0. 399. 1. HP-2 06/12/2023 Classroom B Zn 0. 399. 1. SUBJECT TO CODE AND FIELD INSPECTION TOTAL: 0. 798. Solarc Energy Group 13 Page 63 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom Baseline Model -Climate Zone 4C 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- BEPS Building Energy Performance WEATHER FILE- SEATTLE SEATTLE-T WA ---------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL EM1 ELECTRICITY MBTU 20.0 0.0 18.0 0.0 4.6 0.0 0.0 19.8 0.0 0.0 0.0 2.2 64.5 FM1 NATURAL-GAS MBTU 0.0 0.0 0.0 38.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 38.7 MBTU 20.0 0.0 18.0 38.7 4.6 0.0 0.0 19.8 0.0 0.0 0.0 2.2 103.3 TOTAL SITE ENERGY 103.25 MBTU 57.6 KBTU/SQFT-YR GROSS-AREA 57.6 KBTU/SQFT-YR NET-AREA TOTAL SOURCE ENERGY 232.33 MBTU 129.6 KBTU/SQFT-YR GROSS AREA 129.6 KBTU/SQFT-YR NET-AREA PERCENT OF HOURS ANY SYSTEM ZONE OUTSIDE OF THROTTLING RANGE = 0.00 PERCENT OF HOURS ANY PLANT LOAD NOT SATISFIED = 0.00 HOURS ANY ZONE ABOVE COOLING THROTTLING RANGE = 0 HOURS ANY ZONE BELOW HEATING THROTTLING RANGE = 0 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- BEPU Building Utility Performance WEATHER FILE- SEATTLE SEATTLE-T WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- EM1 ELECTRICITY KWH 5851. 0. 5267. 0. 1337. 0. 0. 5798. 0. 0. 0. 657. 18910. FM1 NATURAL-GAS THERM 0. 0. 0. 387. 0. 0. 0. 0. 0. 0. 0. 0. 387. TOTAL ELECTRICITY 18910. KWH 10.552 KWH /SQFT-YR GROSS-AREA 10.552 KWH /SQFT-YR NET-AREA TOTAL NATURAL-GAS 387. THERM 0.216 THERM /SQFT-YR GROSS-AREA 0.216 THERM /SQFT-YR NET-AREA 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- LV-D Details of Exterior Surfaces WEATHER FILE- SEATTLE SEATTLE-T WA --------------------------------------------------------------------------------------------------------------(CONTINUED)-------- AVERAGE AVERAGE AVERAGE U-VALUE WINDOW WALL WINDOW+WALL U-VALUE/WINDOWS U-VALUE/WALLS WALLS+WINDOWS AREA AREA AREA (BTU/HR-SQFT-F) (BTU/HR-SQFT-F) (BTU/HR-SQFT-F) (SQFT) (SQFT) (SQFT) NORTH 0.000 0.117 0.117 0.00 512.00 512.00 EAST 0.000 0.117 0.117 0.00 263.60 263.60 SOUTH 0.570 0.117 0.419 342.00 170.00 512.00 WEST 0.000 0.117 0.117 0.00 263.60 263.60 FLOOR 0.000 0.055 0.055 0.00 1920.00 1920.00 ROOF 0.000 0.062 0.062 0.00 2010.36 2010.36 ALL WALLS 0.570 0.117 0.217 342.00 1209.20 1551.20 WALLS+ROOFS 0.570 0.082 0.129 342.00 3219.56 3561.56 BUILDING 0.570 0.072 0.103 342.00 5139.56 5481.56 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 14 Page 64 of 110 Expires 06/30/2023 18FBS23W STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION C407 Compliance - KCDA Classroom APPROVED p 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION 28x64 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- PS-F Energy End-Use Summary for EM1 WEATHER FILE- SEATTLE SEATTLE-T WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- JAN KWH 494. 0. 444. 0. 0. 0. 0. 519. 0. 0. 0. 56. 1512. MAX KW 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.889 0.000 0.000 0.000 0.150 7.162 DAY/HR 7/ 9 0/ 0 7/ 9 0/ 0 0/ 0 0/ 0 0/ 0 7/ 8 0/ 0 0/ 0 0/ 0 1/ 1 7/ 9 PEAK ENDUSE 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 31.5 0.0 28.1 0.0 0.0 0.0 0.0 40.3 0.0 0.0 0.0 0.0 FEB KWH 559. 0. 503. 0. 0. 0. 0. 564. 0. 0. 0. 50. 1675. MAX KW 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.889 0.000 0.000 0.000 0.150 7.162 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 0/ 0 0/ 0 0/ 0 1/ 8 0/ 0 0/ 0 0/ 0 1/ 1 1/ 9 PEAK ENDUSE 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 31.5 0.0 28.1 0.0 0.0 0.0 0.0 40.3 0.0 0.0 0.0 0.0 MAR KWH 494. 0. 444. 0. 9. 0. 0. 474. 0. 0. 0. 56. 1476. MAX KW 2.258 0.000 2.016 0.000 3.098 0.000 0.000 2.889 0.000 0.000 0.000 0.150 10.261 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 18/15 0/ 0 0/ 0 1/ 8 0/ 0 0/ 0 0/ 0 1/ 1 18/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 3.098 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 22.0 0.0 19.6 0.0 30.2 0.0 0.0 28.2 0.0 0.0 0.0 0.0 APR KWH 515. 0. 464. 0. 78. 0. 0. 498. 0. 0. 0. 54. 1610. MAX KW 2.258 0.000 2.016 0.000 6.556 0.000 0.000 2.889 0.000 0.000 0.000 0.150 13.719 DAY/HR 8/ 9 0/ 0 8/ 9 0/ 0 27/15 0/ 0 0/ 0 8/ 8 0/ 0 0/ 0 0/ 0 1/ 2 27/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 6.556 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 16.5 0.0 14.7 0.0 47.8 0.0 0.0 21.1 0.0 0.0 0.0 0.0 MAY KWH 593. 0. 534. 0. 131. 0. 0. 580. 0. 0. 0. 56. 1893. MAX KW 2.258 0.000 2.016 0.000 5.643 0.000 0.000 2.889 0.000 0.000 0.000 0.150 12.805 DAY/HR 3/ 9 0/ 0 3/ 9 0/ 0 5/15 0/ 0 0/ 0 3/ 8 0/ 0 0/ 0 0/ 0 l/ 2 5/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 5.643 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 17.6 0.0 15.7 0.0 44.1 0.0 0.0 22.6 0.0 0.0 0.0 0.0 JUN KWH 342. 0. 308. 0. 84. 0. 0. 302. 0. 0. 0. 54. 1089. MAX KW 2.258 0.000 2.016 0.000 4.522 0.000 0.000 2.889 0.000 0.000 0.000 0.150 11.684 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 10/15 0/ 0 0/ 0 1/ 8 0/ 0 0/ 0 0/ 0 1/ 2 10/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 4.522 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 19.3 0.0 17.3 0.0 38.7 0.0 0.0 24.7 0.0 0.0 0.0 0.0 JUL KWH 394. 0. 355. 0. 289. 0. 0. 391. 0. 0. 0. 56. 1485. MAX KW 2.258 0.000 2.016 0.000 6.378 0.000 0.000 2.889 0.000 0.000 0.000 0.150 13.540 DAY/HR 15/ 9 0/ 0 15/ 9 0/ 0 30/15 0/ 0 0/ 0 15/ 8 0/ 0 0/ 0 0/ 0 1/ 2 30/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 6.378 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 16.7 0.0 14.9 0.0 47.1 0.0 0.0 21.3 0.0 0.0 0.0 0.0 AUG KWH 642. 0. 578. 0. 513. 0. 0. 674. 0. 0. 0. 56. 2463. MAX KW 2.258 0.000 2.016 0.000 7.842 0.000 0.000 2.889 0.000 0.000 0.000 0.150 15.005 DAY/HR 2/ 9 0/ 0 2/ 9 0/ 0 10/15 0/ 0 0/ 0 2/ 8 0/ 0 0/ 0 0/ 0 l/ 2 10/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 7.842 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 15.0 0.0 13.4 0.0 52.3 0.0 0.0 19.3 0.0 0.0 0.0 0.0 SEP KWH 416. 0. 374. 0. 193. 0. 0. 427. 0. 0. 0. 54. 1465. MAX KW 2.258 0.000 2.016 0.000 6.894 0.000 0.000 2.889 0.000 0.000 0.000 0.150 14.057 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 14/15 0/ 0 0/ 0 l/ 8 0/ 0 0/ 0 0/ 0 l/ 2 14/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 6.894 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 16.1 0.0 14.3 0.0 49.0 0.0 0.0 20.5 0.0 0.0 0.0 0.0 OCT KWH 494. 0. 444. 0. 15. 0. 0. 451. 0. 0. 0. 56. 1460. MAX KW 2.258 0.000 2.016 0.000 3.530 0.000 0.000 2.889 0.000 0.000 0.000 0.150 10.693 DAY/HR 7/ 9 0/ 0 7/ 9 0/ 0 8/15 0/ 0 0/ 0 7/ 8 0/ 0 0/ 0 0/ 0 1/ 2 8/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 3.530 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 21.1 0.0 18.9 0.0 33.0 0.0 0.0 27.0 0.0 0.0 0.0 0.0 NOV KWH 590. 0. 531. 0. 24. 0. 0. 574. 0. 0. 0. 54. 1773. MAX KW 2.258 0.000 2.016 0.000 6.119 0.000 0.000 2.889 0.000 0.000 0.000 0.150 13.281 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 4/15 0/ 0 0/ 0 1/ 8 0/ 0 0/ 0 0/ 0 1/ 2 4/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 6.119 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 17.0 0.0 15.2 0.0 46.1 0.0 0.0 21.7 0.0 0.0 0.0 0.0 DEC KWH 320. 0. 288. 0. 0. 0. 0. 345. 0. 0. 0. 56. 1009. MAX KW 2.258 0.000 2.016 0.000 0.020 0.000 0.000 2.889 0.000 0.000 0.000 0.150 7.162 DAY/HR 1/ 9 0/ 0 l/ 9 0/ 0 5/13 0/ 0 0/ 0 l/ 8 0/ 0 0/ 0 0/ 0 l/ 1 l/ 9 PEAK ENDUSE 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 31.5 0.0 28.1 0.0 0.0 0.0 0.0 40.3 0.0 0.0 0.0 0.0 KWH 5851. 0. 5267. 0. 1337. 0. 0. 5798. 0. 0. 0. 657. 18910. MAX KW 2.258 0.000 2.016 0.000 7.842 0.000 0.000 2.889 0.000 0.000 0.000 0.150 15.005 MON/DY 1/ 7 0/ 0 1/ 7 0/ 0 8/10 0/ 0 0/ 0 1/ 7 0/ 0 0/ 0 0/ 0 1/ 1 8/10 PEAK ENDUSE 2.258 0.000 2.016 0.000 7.842 0.000 0.000 2.889 0.000 0.000 0.000 0.000 PEAK PCT 15.0 0.0 13.4 0.0 52.3 0.0 0.0 19.3 0.0 0.0 0.0 0.0 Solarc Energy Group 15 Page 65 of 110 Expires 06/30/2023 STATE OFWASHINGTON 18FBS230�Q70 DEPT.OF LABOR AND �► INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED C407 Compliance - KCDA Classroom 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION 28x64 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- PS-F Energy End-Use Summary for FM1 WEATHER FILE- SEATTLE SEATTLE-T WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- JAN THERM 0. 0. 0. 86. 0. 0. 0. 0. 0. 0. 0. 0. 86. MAX THERM/HR 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 DAY/HR 0/ 0 0/ 0 0/ 0 15/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 15/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FEB THERM 0. 0. 0. 60. 0. 0. 0. 0. 0. 0. 0. 0. 60. MAX THERM/HR 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 DAY/HR 0/ 0 0/ 0 0/ 0 19/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 19/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAR THERM 0. 0. 0. 42. 0. 0. 0. 0. 0. 0. 0. 0. 42. MAX THERM/HR 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 DAY/HR 0/ 0 0/ 0 0/ 0 5/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 5/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 APR THERM 0. 0. 0. 28. 0. 0. 0. 0. 0. 0. 0. 0. 28. MAX THERM/HR 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 DAY/HR 0/ 0 0/ 0 0/ 0 19/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 19/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAY THERM 0. 0. 0. 15. 0. 0. 0. 0. 0. 0. 0. 0. 15. MAX THERM/HR 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 DAY/HR 0/ 0 0/ 0 0/ 0 18/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 18/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 JUN THERM 0. 0. 0. 4. 0. 0. 0. 0. 0. 0. 0. 0. 4. MAX THERM/HR 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 DAY/HR 0/ 0 0/ 0 0/ 0 14/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 14/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 JUL THERM 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 1. MAX THERM/HR 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 DAY/HR 0/ 0 0/ 0 0/ 0 16/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 16/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 AUG THERM 0. 0. 0. 2. 0. 0. 0. 0. 0. 0. 0. 0. 2. MAX THERM/HR 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 DAY/HR 0/ 0 0/ 0 0/ 0 3/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 3/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SEP THERM 0. 0. 0. 5. 0. 0. 0. 0. 0. 0. 0. 0. 5. MAX THERM/HR 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 DAY/HR 0/ 0 0/ 0 0/ 0 20/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 20/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OCT THERM 0. 0. 0. 21. 0. 0. 0. 0. 0. 0. 0. 0. 21. MAX THERM/HR 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 DAY/HR 0/ 0 0/ 0 0/ 0 13/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 13/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NOV THERM 0. 0. 0. 46. 0. 0. 0. 0. 0. 0. 0. 0. 46. MAX THERM/HR 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 DAY/HR 0/ 0 0/ 0 0/ 0 24/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 24/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DEC THERM 0. 0. 0. 78. 0. 0. 0. 0. 0. 0. 0. 0. 78. MAX THERM/HR 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 DAY/HR 0/ 0 0/ 0 0/ 0 6/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 6/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 THERM 0. 0. 0. 387. 0. 0. 0. 0. 0. 0. 0. 0. 387. MAX THERM/HR 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 MON/DY 0/ 0 0/ 0 0/ 0 2/19 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 2/19 PEAK ENDUSE 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Solarc Energy Group 16 Page 66 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom 28x64 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SS-D Building HVAC Load Summary WEATHER FILE- SEATTLE SEATTLE-T WA ------_______--------_----_----_------------------------------------------------------------------------_----------------_------- - - - - - - - - C O O L I N G - - - - - - - - - - - - - - - - H E A T I N G - - - - - - - - - - - E L E C - - - MAXIMUM MAXIMUM ELEC- MAXIMUM COOLING TIME DRY- WET- COOLING HEATING TIME DRY- WET- HEATING TRICAL ELEC ENERGY OF MAX BULB BULB LOAD ENERGY OF MAX BULB BULB LOAD ENERGY LOAD MONTH (MBTU) DY HR TEMP TEMP (KBTU/HR) (MBTU) DY HR TEMP TEMP (KBTU/HR) (KWH) (KW) JAN 0.00000 31 24 44.F 44.F 0.000 -6.678 15 8 25.F 23.F -60.845 1457. 7.162 FEB 0.00000 28 24 43.F 40.F 0.000 -4.671 19 8 23.F 21.F -63.878 1625. 7.162 MAR 0.10425 18 15 68.F 50.F 36.415 -3.307 5 8 36.F 35.F -45.668 1421. 10.261 APR 0.90511 27 15 79.F 61.F 73.756 -2.168 19 8 39.F 37.F -40.001 1556. 13.719 MAY 1.55006 6 14 75.F 63.F 65.762 -1.143 18 8 43.F 42.F -34.710 1837. 12.805 JUN 0.99427 10 15 75.F 57.F 52.679 -0.327 14 8 51.F 49.F -24.685 1035. 11.684 JUL 3.33244 27 15 75.F 63.F 72.844 -0.068 16 8 56.F 55.F -8.783 1429. 13.540 AUG 5.81664 10 15 85.F 66.F 85.996 -0.140 3 8 53.F 53.F -18.773 2407. 15.005 SEP 2.32388 14 14 73.F 63.F 83.718 -0.359 20 8 51.F 50.F -22.415 1411. 14.057 OCT 0.18209 8 15 68.F 57.F 43.650 -1.635 13 8 43.F 41.F -35.110 1404. 10.693 NOV 0.29814 4 15 70.F 61.F 76.809 -3.588 24 8 35.F 33.F -44.992 1719. 13.281 DEC 0.00024 5 13 51.F 42.F 0.238 -6.111 6 8 34.F 34.F -47.156 953. 7.162 --------- ---------- --------- ---------- -------- ------- TOTAL 15.507 -30.195 18253. MAX 85.996 -63.878 15.005 MAXIMUM DAILY INTEGRATED COOLING LOAD (DES DAY ) 0.000 (KBTU) MAXIMUM DAILY INTEGRATED COOLING LOAD (WTH FILE) 0.000 (KBTU) STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 17 Page 67 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for HP-1 WEATHER FILE- SEATTLE SEATTLE-T WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) PSZ 1.000 2876.0 30. 0.271 99.140 0.742 -72.289 0.337 0.000 0.000 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 1471. 1.00 1.435 3.05 3.9 0.46 0.55 BLOW-THRU CONSTANT 1.00 0.30 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS SUPPLY EXHAUST MINIMUM OUTSIDE COOLING EXTRACTION HEATING ADDITION ZONE FLOW FLOW FAN FLOW AIR FLOW CAPACITY SENSIBLE RATE CAPACITY RATE ZONE NAME (CFM ) (CFM ) (KW) (FRAC) (CFM ) (KBTU/HR) (FRAC) (KBTU/HR) (KBTU/HR) (KBTU/HR) MULT Classroom A Zn 1471. 0. 0.000 1.000 399. 0.00 0.00 30.57 0.00 -19.96 1. EL1 Roof Zone 1 0. 0. 0.000 0.000 0. 0.00 0.00 0.00 0.00 -0.00 1. 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for HP-2 WEATHER FILE- SEATTLE SEATTLE-T WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) PSZ 1.000 896.0 30. 0.268 99.665 0.742 -73.426 0.337 0.000 0.000 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 1489. 1.00 1.452 3.05 3.9 0.46 0.55 SLOW-THRU CONSTANT 1.00 0.30 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS SUPPLY EXHAUST MINIMUM OUTSIDE COOLING EXTRACTION HEATING ADDITION ZONE FLOW FLOW FAN FLOW AIR FLOW CAPACITY SENSIBLE RATE CAPACITY RATE ZONE NAME (CFM ) (CFM ) (KW) (FRAC) (CFM ) (KBTU/HR) (FRAC) (KBTU/HR) (KBTU/HR) (KBTU/HR) MULT Classroom B Zn 1489. 0. 0.000 1.000 399. 0.00 0.00 30.18 0.00 -19.84 1. STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 18 Page 68 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom Proposed Model -Climate Zone 513 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- BEPS Building Energy Performance WEATHER FILE- SPOKANE INTERNATI WA --- ------------------------------------------------------------------------------------------------------------------------------ TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- EM1 ELECTRICITY MBTU 5.9 0.0 18.0 12.0 4.8 0.0 0.0 4.9 0.0 0.0 0.0 1.3 46.9 FM1 NATURAL-GAS MBTU 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- MBTU 5.9 0.0 18.0 12.0 4.8 0.0 0.0 4.9 0.0 0.0 0.0 1.3 46.9 TOTAL SITE ENERGY 46.93 MBTU 26.2 KBTU/SQFT-YR GROSS-AREA 26.2 KBTU/SQFT-YR NET-AREA TOTAL SOURCE ENERGY 140.78 MBTU 78.6 KBTU/SQFT-YR GROSS-AREA 78.6 KBTU/SQFT-YR NET-AREA PERCENT OF HOURS ANY SYSTEM ZONE OUTSIDE OF THROTTLING RANGE = 0.00 PERCENT OF HOURS ANY PLANT LOAD NOT SATISFIED = 0.00 HOURS ANY ZONE ABOVE COOLING THROTTLING RANGE = 0 HOURS ANY ZONE BELOW HEATING THROTTLING RANGE = 0 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- BEPU Building Utility Performance WEATHER FILE- SPOKANE INTERNATI WA TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL EM1 ELECTRICITY KWH 1729. 0. 5267. 3527. 1412. 0. 0. 1435. 0. 11. 0. 368. 13750. FM1 NATURAL-GAS THERM 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. TOTAL ELECTRICITY 13750. KWH 7.673 KWH /SQFT-YR GROSS-AREA 7.673 KWH /SQFT-YR NET-AREA 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- LV-D Details of Exterior Surfaces WEATHER FILE- SPOKANE INTERNATI WA --------------------------------------------------------------------------------------------------------------(CONTINUED)-------- AVERAGE AVERAGE AVERAGE U-VALUE WINDOW WALL WINDOW+WALL U-VALUE/WINDOWS U-VALUE/WALLS WALLS+WINDOWS AREA AREA AREA (BTU/HR-SQFT-F) (BTU/HR-SQFT-F) (BTU/HR-SQFT-F) (SQFT) (SQFT) (SQFT) NORTH 0.000 0.053 0.053 0.00 512.00 512.00 EAST 0.000 0.053 0.053 0.00 263.60 263.60 SOUTH 0.301 0.053 0.100 96.00 416.00 512.00 WEST 0.000 0.053 0.053 0.00 263.60 263.60 FLOOR 0.000 0.033 0.033 0.00 1920.00 1920.00 ROOF 0.000 0.026 0.026 0.00 2010.36 2010.36 ALL WALLS 0.301 0.053 0.069 96.00 1455.20 1551.20 WALLS+ROOFS 0.301 0.038 0.045 96.00 3465.56 3561.56 BUILDING 0.301 0.036 0.041 96.00 5385.56 5481.56 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 19 Page 69 of 110 Expires 06/30/2023 STATE OFWASHINGTON 18FBS23W DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED C407 Compliance - KCDA Classroom 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- PS-F Energy End-Use Summary for EM1 WEATHER FILE- SPOKANE INTERNATI WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- JAN KWH 155. 0. 444. 845. 13. 0. 0. 160. 0. 9. 0. 31. 1659. MAX KW 0.795 0.000 2.016 4.293 0.889 0.000 0.000 0.984 0.000 1.808 0.000 0.084 7.465 DAY/HR 7/ 9 0/ 0 7/ 9 20/ 8 29/14 0/ 0 0/ 0 21/ 9 0/ 0 21/ 8 0/ 0 1/ 1 21/ 8 PEAK ENDUSE 0.292 0.000 0.733 3.779 0.000 0.000 0.000 0.769 0.000 1.808 0.000 0.084 PEAK PCT 3.9 0.0 9.8 50.6 0.0 0.0 0.0 10.3 0.0 24.2 0.0 1.1 FEB KWH 169. 0. 503. 582. 18. 0. 0. 150. 0. 2. 0. 28. 1453. MAX KW 0.753 0.000 2.016 4.343 0.876 0.000 0.000 0.972 0.000 1.989 0.000 0.084 7.590 DAY/HR 1/ 9 0/ 0 1/ 9 4/ 8 12/15 0/ 0 0/ 0 5/ 9 0/ 0 5/ 8 0/ 0 1/ 1 5/ 8 PEAK ENDUSE 0.276 0.000 0.733 3.738 0.000 0.000 0.000 0.769 0.000 1.989 0.000 0.084 PEAK PCT 3.6 0.0 9.7 49.3 0.0 0.0 0.0 10.1 0.0 26.2 0.0 1.1 MAR KWH 147. 0. 444. 368. 49. 0. 0. 120. 0. 0. 0. 31. 1160. MAX KW 0.763 0.000 2.016 3.277 1.578 0.000 0.000 0.849 0.000 0.000 0.000 0.084 4.945 DAY/HR 18/ 9 0/ 0 1/ 9 3/ 8 17/15 0/ 0 0/ 0 5/ 9 0/ 0 0/ 0 0/ 0 1/ 1 3/ 8 PEAK ENDUSE 0.206 0.000 0.733 3.277 0.000 0.000 0.000 0.645 0.000 0.000 0.000 0.084 PEAK PCT 4.2 0.0 14.8 66.3 0.0 0.0 0.0 13.0 0.0 0.0 0.0 1.7 APR KWH 146. 0. 464. 179. 117. 0. 0. 116. 0. 0. 0. 30. 1052. MAX KW 0.737 0.000 2.016 2.717 2.388 0.000 0.000 0.913 0.000 0.019 0.000 0.084 5.806 DAY/HR 16/ 9 0/ 0 8/ 9 14/ 8 26/15 0/ 0 0/ 0 26/11 0/ 0 4/ 7 0/ 0 1/ 2 26/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.388 0.000 0.000 0.827 0.000 0.000 0.000 0.000 PEAK PCT 9.9 0.0 34.7 0.0 41.1 0.0 0.0 14.2 0.0 0.0 0.0 0.0 MAY KWH 166. 0. 534. 84. 179. 0. 0. 130. 0. 0. 0. 31. 1124. MAX KW 0.692 0.000 2.016 2.310 3.000 0.000 0.000 0.930 0.000 0.000 0.000 0.084 6.432 DAY/HR 6/ 9 0/ 0 3/ 9 4/ 8 12/15 0/ 0 0/ 0 12/11 0/ 0 0/ 0 0/ 0 l/ 2 12/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 3.000 0.000 0.000 0.841 0.000 0.000 0.000 0.000 PEAK PCT 8.9 0.0 31.3 0.0 46.6 0.0 0.0 13.1 0.0 0.0 0.0 0.0 JUN KWH 96. 0. 308. 35. 105. 0. 0. 66. 0. 0. 0. 30. 640. MAX KW 0.635 0.000 2.016 1.644 2.375 0.000 0.000 0.935 0.000 0.000 0.000 0.084 5.805 DAY/HR 3/21 0/ 0 1/ 9 14/ 8 3/15 0/ 0 0/ 0 11/11 0/ 0 0/ 0 0/ 0 1/ 2 3/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.375 0.000 0.000 0.839 0.000 0.000 0.000 0.000 PEAK PCT 9.9 0.0 34.7 0.0 40.9 0.0 0.0 14.5 0.0 0.0 0.0 0.0 JUL KWH 111. 0. 355. 3. 212. 0. 0. 83. 0. 0. 0. 31. 796. MAX KW 0.732 0.000 2.016 0.879 2.838 0.000 0.000 0.958 0.000 0.000 0.000 0.084 6.269 DAY/HR 28/ 9 0/ 0 15/ 9 19/ 8 26/15 0/ 0 0/ 0 26/11 0/ 0 0/ 0 0/ 0 1/ 2 23/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.829 0.000 0.000 0.849 0.000 0.000 0.000 0.000 PEAK PCT 9.2 0.0 32.2 0.0 45.1 0.0 0.0 13.5 0.0 0.0 0.0 0.0 AUG KWH 180. 0. 578. 7. 398. 0. 0. 153. 0. 0. 0. 31. 1347. MAX KW 0.705 0.000 2.016 1.371 3.581 0.000 0.000 1.025 0.000 0.000 0.000 0.084 7.046 DAY/HR 13/ 9 0/ 0 2/ 9 16/ 8 9/14 0/ 0 0/ 0 9/11 0/ 0 0/ 0 0/ 0 l/ 2 9/14 PEAK ENDUSE 0.575 0.000 2.016 0.000 3.581 0.000 0.000 0.874 0.000 0.000 0.000 0.000 PEAK PCT 8.2 0.0 28.6 0.0 50.8 0.0 0.0 12.4 0.0 0.0 0.0 0.0 SEP KWH 122. 0. 374. 18. 173. 0. 0. 87. 0. 0. 0. 30. 804. MAX KW 0.737 0.000 2.016 1.515 3.678 0.000 0.000 0.962 0.000 0.000 0.000 0.084 7.170 DAY/HR 8/ 9 0/ 0 1/ 9 20/ 8 3/15 0/ 0 0/ 0 3/11 0/ 0 0/ 0 0/ 0 l/ 2 3/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 3.678 0.000 0.000 0.902 0.000 0.000 0.000 0.000 PEAK PCT 8.0 0.0 28.1 0.0 51.3 0.0 0.0 12.6 0.0 0.0 0.0 0.0 OCT KWH 147. 0. 444. 170. 106. 0. 0. 110. 0. 0. 0. 31. 1009. MAX KW 0.743 0.000 2.016 2.753 2.010 0.000 0.000 0.894 0.000 0.000 0.000 0.084 5.408 DAY/HR 7/ 9 0/ 0 7/ 9 27/ 8 13/15 0/ 0 0/ 0 13/11 0/ 0 0/ 0 0/ 0 1/ 2 13/15 PEAK ENDUSE 0.575 0.000 2.016 0.000 2.010 0.000 0.000 0.807 0.000 0.000 0.000 0.000 PEAK PCT 10.6 0.0 37.3 0.0 37.2 0.0 0.0 14.9 0.0 0.0 0.0 0.0 NOV KWH 186. 0. 531. 477. 33. 0. 0. 149. 0. 0. 0. 30. 1405. MAX KW 0.811 0.000 2.016 4.158 1.120 0.000 0.000 0.904 0.000 0.020 0.000 0.084 5.962 DAY/HR 5/ 9 0/ 0 1/ 9 10/ 8 2/14 0/ 0 0/ 0 10/ 9 0/ 0 21/ 3 0/ 0 1/ 2 10/ 8 PEAK ENDUSE 0.230 0.000 0.733 4.158 0.000 0.000 0.000 0.756 0.000 0.000 0.000 0.084 PEAK PCT 3.9 0.0 12.3 69.7 0.0 0.0 0.0 12.7 0.0 0.0 0.0 1.4 DEC KWH 103. 0. 288. 759. 7. 0. 0. 111. 0. 0. 0. 31. 1300. MAX KW 0.790 0.000 2.016 3.599 0.913 0.000 0.000 0.887 0.000 0.000 0.000 0.084 5.384 DAY/HR 3/ 9 0/ 0 l/ 9 6/ 8 13/14 0/ 0 0/ 0 6/ 9 0/ 0 0/ 0 0/ 0 l/ 1 6/ 8 PEAK ENDUSE 0.304 0.000 0.733 3.599 0.000 0.000 0.000 0.664 0.000 0.000 0.000 0.084 PEAK PCT 5.6 0.0 13.6 66.8 0.0 0.0 0.0 12.3 0.0 0.0 0.0 1.6 KWH 1729. 0. 5267. 3527. 1412. 0. 0. 1435. 0. 11. 0. 368. 13750. MAX KW 0.811 0.000 2.016 4.343 3.678 0.000 0.000 1.025 0.000 1.989 0.000 0.084 7.590 MON/DY 11/ 5 0/ 0 1/ 7 2/ 4 9/ 3 0/ 0 0/ 0 8/ 9 0/ 0 2/ 5 0/ 0 1/ 1 2/ 5 PEAK ENDUSE 0.276 0.000 0.733 3.738 0.000 0.000 0.000 0.769 0.000 1.989 0.000 0.084 PEAK PCT 3.6 0.0 9.7 49.3 0.0 0.0 0.0 10.1 0.0 26.2 0.0 1.1 Solarc Energy Group 20 Page 70 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom 28x64 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SS-D Building HVAC Load Summary WEATHER FILE- SPOKANE INTERNATI WA ------_______--------_----_----_------------------------------------------------------------------------_------------------------ - - - - - - - - C 0 0 L I N G - - - - - - - - - - - - - - - - H E A T I N G - - - - - - - - - - - E L E C - - - MAXIMUM MAXIMUM ELEC- MAXIMUM COOLING TIME DRY- WET- COOLING HEATING TIME DRY- WET- HEATING TRICAL ELEC ENERGY OF MAX BULB BULB LOAD ENERGY OF MAX BULB BULB LOAD ENERGY LOAD MONTH (MBTU) DY HR TEMP TEMP (KBTU/HR) (MBTU) DY HR TEMP TEMP (KBTU/HR) (KWH) (KW) JAN 0.20823 29 14 41.F 37.F 14.035 -5.896 15 8 10.F 8.F -27.580 1735. 7.838 FEB 0.28698 12 15 45.F 41.F 13.829 -4.532 4 8 17.F 12.F -30.166 1486. 7.737 MAR 0.77716 17 15 56.F 45.F 24.921 -3.120 1 8 26.F 19.F -25.423 1161. 5.082 APR 1.84692 26 15 73.F 57.F 36.295 -1.653 14 8 34.F 31.F -22.934 1037. 5.806 MAY 2.74121 12 15 87.F 60.F 38.286 -0.874 17 8 40.F 38.F -19.833 1096. 6.432 JUN 1.60553 3 15 78.F 55.F 33.881 -0.392 14 8 45.F 42.F -19.102 611. 5.805 JUL 3.11236 23 14 79.F 61.F 38.900 -0.036 19 8 56.F 49.F -11.281 764. 6.269 AUG 5.71806 31 15 89.F 62.F 43.170 -0.078 16 8 48.F 46.F -16.484 1316. 7.046 SEP 2.54320 3 15 94.F 62.F 43.137 -0.196 20 8 45.F 42.F -17.580 774. 7.170 OCT 1.67861 13 15 63.F 52.F 31.745 -1.582 27 8 30.F 29.F -20.901 991. 5.408 NOV 0.51882 2 14 47.F 42.F 17.694 -3.758 12 8 21.F 19.F -26.702 1431. 6.313 DEC 0.10891 13 14 38.F 34.F 14.417 -5.652 6 8 23.F 22.F -25.202 1363. 5.751 --------- ---------- --------- ---------- -------- ------- TOTAL 21.146 -27.769 13764. MAX 43.170 -30.166 7.838 MAXIMUM DAILY INTEGRATED COOLING LOAD (DES DAY ) 0.000 (KBTU) MAXIMUM DAILY INTEGRATED COOLING LOAD (WTH FILE) 0.000 (KBTU) STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 21 Page 71 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for HP-1 WEATHER FILE- SPOKANE INTERNATI WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) PSZ 1.000 2876.0 30. 0.000 35.000 0.742 -31.000 0.267 0.284 -34.130 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 1167. 1.00 0.204 0.55 0.6 0.41 0.62 DRAW-THRU CONSTANT 1.00 0.30 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS SUPPLY EXHAUST MINIMUM OUTSIDE COOLING EXTRACTION HEATING ADDITION ZONE FLOW FLOW FAN FLOW AIR FLOW CAPACITY SENSIBLE RATE CAPACITY RATE ZONE NAME (CFM ) (CFM ) (KW) (FRAC) (CFM ) (KBTU/HR) (FRAC) (KBTU/HR) (KBTU/HR) (KBTU/HR) MOLT Classroom A Zn 1167. 0. 0.000 1.000 399. 0.00 0.00 28.63 0.00 -18.79 1. EL1 Roof Zone 1 0. 0. 0.000 0.000 0. 0.00 0.00 0.00 0.00 -0.00 1. 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for HP-2 WEATHER FILE- SPOKANE INTERNATI WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) PSZ 1.000 896.0 30. 0.000 35.000 0.742 -31.000 0.267 0.284 -34.130 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 1167. 1.00 0.204 0.55 0.6 0.41 0.62 DRAW-THRU CONSTANT 1.00 0.30 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS SUPPLY EXHAUST MINIMUM OUTSIDE COOLING EXTRACTION HEATING ADDITION ZONE FLOW FLOW FAN FLOW AIR FLOW CAPACITY SENSIBLE RATE CAPACITY RATE ZONE NAME (CFM ) (CFM ) (KW) (FRAC) (CFM ) (KBTU/HR) (FRAC) (KBTU/HR) (KBTU/HR) (KBTU/HR) MOLT Classroom B Zn 1167. 0. 0.000 1.000 399. 0.00 0.00 28.63 0.00 -18.74 1. 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for WERV WEATHER FILE- SPOKANE INTERNATI WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) DOAS 1.000 1792.0 60. 1.000 0.000 0.000 0.000 0.000 0.000 0.000 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 718. 0.00 0.793 3.47 4.9 0.52 0.62 DRAW-THRU SPEED 1.10 0.66 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS ----- OA ATTACHED TO ----- STATE OF WASHINGTON SYSTEM NAME MIXED AIR ZONE DEPT.OF LABOR AND ZONE NAME (CFM ) (CFM ) MOLT INDUSTRIES HP-1 FAS PLAN REVIEW/SECTION Classroom A Zn 0. 399. 1. APPROVED HP-2 06/12/2023 Classroom B Zn 0. 399. 1. SUBJECT TO CODE AND FIELD INSPECTION TOTAL: 0. 798. Solarc Energy Group 22 Page 72 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom Baseline Model -Climate Zone 5B 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- BEPS Building Energy Performance WEATHER FILE- SPOKANE INTERNATI WA ---------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL EM1 ELECTRICITY MBTU 20.0 0.0 18.0 0.0 6.6 0.0 0.0 21.6 0.0 0.0 0.0 2.2 68.4 FM1 NATURAL-GAS MBTU 0.0 0.0 0.0 70.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 70.8 MBTU 20.0 0.0 18.0 70.8 6.6 0.0 0.0 21.6 0.0 0.0 0.0 2.2 139.2 TOTAL SITE ENERGY 139.18 MBTU 77.7 KBTU/SQFT-YR GROSS-AREA 77.7 KBTU/SQFT-YR NET-AREA TOTAL SOURCE ENERGY 275.96 MBTU 154.0 KBTU/SQFT-YR GROSS AREA 154.0 KBTU/SQFT-YR NET AREA PERCENT OF HOURS ANY SYSTEM ZONE OUTSIDE OF THROTTLING RANGE = 0.00 PERCENT OF HOURS ANY PLANT LOAD NOT SATISFIED = 0.00 HOURS ANY ZONE ABOVE COOLING THROTTLING RANGE = 0 HOURS ANY ZONE BELOW HEATING THROTTLING RANGE = 0 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- BEPU Building Utility Performance WEATHER FILE- SPOKANE INTERNATI WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- EM1 ELECTRICITY KWH 5851. 0. 5267. 0. 1928. 0. 0. 6335. 0. 0. 0. 657. 20038. FM1 NATURAL-GAS THERM 0. 0. 0. 708. 0. 0. 0. 0. 0. 0. 0. 0. 708. TOTAL ELECTRICITY 20038. KWH 11.182 KWH /SQFT-YR GROSS-AREA 11.182 KWH /SQFT-YR NET-AREA TOTAL NATURAL-GAS 708. THERM 0.395 THERM /SQFT-YR GROSS-AREA 0.395 THERM /SQFT-YR NET-AREA 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- LV-D Details of Exterior Surfaces WEATHER FILE- SPOKANE INTERNATI WA --------------------------------------------------------------------------------------------------------------(CONTINUED)-------- AVERAGE AVERAGE AVERAGE U-VALUE WINDOW WALL WINDOW+WALL U-VALUE/WINDOWS U-VALUE/WALLS WALLS+WINDOWS AREA AREA AREA (BTU/HR-SQFT-F) (BTU/HR-SQFT-F) (BTU/HR-SQFT-F) (SQFT) (SQFT) (SQFT) NORTH 0.000 0.081 0.081 0.00 512.00 512.00 EAST 0.000 0.081 0.081 0.00 263.60 263.60 SOUTH 0.570 0.081 0.407 342.00 170.00 512.00 WEST 0.000 0.081 0.081 0.00 263.60 263.60 FLOOR 0.000 0.053 0.053 0.00 1920.00 1920.00 ROOF 0.000 0.062 0.062 0.00 2010.36 2010.36 ALL WALLS 0.570 0.081 0.189 342.00 1209.20 1551.20 WALLS+ROOFS 0.570 0.069 0.117 342.00 3219.56 3561.56 BUILDING 0.570 0.063 0.095 342.00 5139.56 5481.56 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 23 Page 73 of 110 Expires 06/30/2023 STATE OFWASHINGTON 18FBS23W DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED C407 Compliance - KCDA Classroom 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION 28x64 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- PS-F Energy End-Use Summary for EM1 WEATHER FILE- SPOKANE INTERNATI WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -------- JAN KWH 494. 0. 444. 0. 0. 0. 0. 603. 0. 0. 0. 56. 1597. MAX KW 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.981 0.000 0.000 0.000 0.150 7.255 DAY/HR 7/ 9 0/ 0 7/ 9 0/ 0 0/ 0 0/ 0 0/ 0 7/ 8 0/ 0 0/ 0 0/ 0 1/ 1 7/ 9 PEAK ENDUSE 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 31.1 0.0 27.8 0.0 0.0 0.0 0.0 41.1 0.0 0.0 0.0 0.0 FEB KWH 559. 0. 503. 0. 0. 0. 0. 630. 0. 0. 0. 50. 1741. MAX KW 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.981 0.000 0.000 0.000 0.150 7.255 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 0/ 0 0/ 0 0/ 0 1/ 8 0/ 0 0/ 0 0/ 0 1/ 1 1/ 9 PEAK ENDUSE 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 31.1 0.0 27.8 0.0 0.0 0.0 0.0 41.1 0.0 0.0 0.0 0.0 MAR KWH 494. 0. 444. 0. 0. 0. 0. 514. 0. 0. 0. 56. 1508. MAX KW 2.258 0.000 2.016 0.000 0.076 0.000 0.000 2.981 0.000 0.000 0.000 0.150 7.255 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 31/14 0/ 0 0/ 0 1/ 8 0/ 0 0/ 0 0/ 0 1/ 1 1/ 9 PEAK ENDUSE 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 31.1 0.0 27.8 0.0 0.0 0.0 0.0 41.1 0.0 0.0 0.0 0.0 APR KWH 515. 0. 464. 0. 47. 0. 0. 524. 0. 0. 0. 54. 1603. MAX KW 2.258 0.000 2.016 0.000 4.851 0.000 0.000 2.981 0.000 0.000 0.000 0.150 12.106 DAY/HR 8/ 9 0/ 0 8/ 9 0/ 0 26/15 0/ 0 0/ 0 8/ 8 0/ 0 0/ 0 0/ 0 1/ 2 26/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 4.851 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 18.7 0.0 16.7 0.0 40.1 0.0 0.0 24.6 0.0 0.0 0.0 0.0 MAY KWH 593. 0. 534. 0. 170. 0. 0. 603. 0. 0. 0. 56. 1955. MAX KW 2.258 0.000 2.016 0.000 6.826 0.000 0.000 2.981 0.000 0.000 0.000 0.150 14.081 DAY/HR 3/ 9 0/ 0 3/ 9 0/ 0 12/15 0/ 0 0/ 0 3/ 8 0/ 0 0/ 0 0/ 0 l/ 2 12/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 6.826 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 16.0 0.0 14.3 0.0 48.5 0.0 0.0 21.2 0.0 0.0 0.0 0.0 JUN KWH 342. 0. 308. 0. 171. 0. 0. 328. 0. 0. 0. 54. 1202. MAX KW 2.258 0.000 2.016 0.000 5.340 0.000 0.000 2.981 0.000 0.000 0.000 0.150 12.595 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 3/15 0/ 0 0/ 0 1/ 8 0/ 0 0/ 0 0/ 0 1/ 2 3/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 5.340 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 17.9 0.0 16.0 0.0 42.4 0.0 0.0 23.7 0.0 0.0 0.0 0.0 JUL KWH 394. 0. 355. 0. 435. 0. 0. 430. 0. 0. 0. 56. 1671. MAX KW 2.258 0.000 2.016 0.000 6.454 0.000 0.000 2.981 0.000 0.000 0.000 0.150 13.710 DAY/HR 15/ 9 0/ 0 15/ 9 0/ 0 26/14 0/ 0 0/ 0 15/ 8 0/ 0 0/ 0 0/ 0 1/ 2 26/14 PEAK ENDUSE 2.258 0.000 2.016 0.000 6.454 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 16.5 0.0 14.7 0.0 47.1 0.0 0.0 21.7 0.0 0.0 0.0 0.0 AUG KWH 642. 0. 578. 0. 776. 0. 0. 696. 0. 0. 0. 56. 2748. MAX KW 2.258 0.000 2.016 0.000 8.494 0.000 0.000 2.981 0.000 0.000 0.000 0.150 15.749 DAY/HR 2/ 9 0/ 0 2/ 9 0/ 0 9/15 0/ 0 0/ 0 2/ 8 0/ 0 0/ 0 0/ 0 l/ 2 9/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 8.494 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 14.3 0.0 12.8 0.0 53.9 0.0 0.0 18.9 0.0 0.0 0.0 0.0 SEP KWH 416. 0. 374. 0. 307. 0. 0. 470. 0. 0. 0. 54. 1622. MAX KW 2.258 0.000 2.016 0.000 8.622 0.000 0.000 2.981 0.000 0.000 0.000 0.150 15.877 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 3/15 0/ 0 0/ 0 l/ 8 0/ 0 0/ 0 0/ 0 l/ 2 3/15 PEAK ENDUSE 2.258 0.000 2.016 0.000 8.622 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 14.2 0.0 12.7 0.0 54.3 0.0 0.0 18.8 0.0 0.0 0.0 0.0 OCT KWH 494. 0. 444. 0. 22. 0. 0. 490. 0. 0. 0. 56. 1506. MAX KW 2.258 0.000 2.016 0.000 2.225 0.000 0.000 2.981 0.000 0.000 0.000 0.150 9.480 DAY/HR 7/ 9 0/ 0 7/ 9 0/ 0 18/14 0/ 0 0/ 0 7/ 8 0/ 0 0/ 0 0/ 0 1/ 2 18/14 PEAK ENDUSE 2.258 0.000 2.016 0.000 2.225 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 23.8 0.0 21.3 0.0 23.5 0.0 0.0 31.4 0.0 0.0 0.0 0.0 NOV KWH 590. 0. 531. 0. 0. 0. 0. 641. 0. 0. 0. 54. 1815. MAX KW 2.258 0.000 2.016 0.000 0.006 0.000 0.000 2.981 0.000 0.000 0.000 0.150 7.255 DAY/HR 1/ 9 0/ 0 1/ 9 0/ 0 6/14 0/ 0 0/ 0 1/ 8 0/ 0 0/ 0 0/ 0 1/ 2 1/ 9 PEAK ENDUSE 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 31.1 0.0 27.8 0.0 0.0 0.0 0.0 41.1 0.0 0.0 0.0 0.0 DEC KWH 320. 0. 288. 0. 0. 0. 0. 406. 0. 0. 0. 56. 1070. MAX KW 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.981 0.000 0.000 0.000 0.150 7.255 DAY/HR 1/ 9 0/ 0 l/ 9 0/ 0 0/ 0 0/ 0 0/ 0 l/ 8 0/ 0 0/ 0 0/ 0 l/ 1 l/ 9 PEAK ENDUSE 2.258 0.000 2.016 0.000 0.000 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 31.1 0.0 27.8 0.0 0.0 0.0 0.0 41.1 0.0 0.0 0.0 0.0 KWH 5851. 0. 5267. 0. 1928. 0. 0. 6335. 0. 0. 0. 657. 20038. MAX KW 2.258 0.000 2.016 0.000 8.622 0.000 0.000 2.981 0.000 0.000 0.000 0.150 15.877 MON/DY 1/ 7 0/ 0 1/ 7 0/ 0 9/ 3 0/ 0 0/ 0 1/ 7 0/ 0 0/ 0 0/ 0 1/ 1 9/ 3 PEAK ENDUSE 2.258 0.000 2.016 0.000 8.622 0.000 0.000 2.981 0.000 0.000 0.000 0.000 PEAK PCT 14.2 0.0 12.7 0.0 54.3 0.0 0.0 18.8 0.0 0.0 0.0 0.0 Solarc Energy Group 24 Page 74 of 110 Expires 06/30/2023 STATE OFWASHINGTON 18FBS2300070 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED C407 Compliance - KCDA Classroom 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION 28x64 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- PS-F Energy End-Use Summary for FM1 WEATHER FILE- SPOKANE INTERNATI WA --------------------------------------------------------------------------------------------------------------------------------- TASK MISC SPACE SPACE HEAT PUMPS VENT REFRIG HT PUMP DOMEST EXT LIGHTS LIGHTS EQUIP HEATING COOLING REJECT & AUX FANS DISPLAY SUPPLEM HOT WTR USAGE TOTAL JAN THERM 0. 0. 0. 159. 0. 0. 0. 0. 0. 0. 0. 0. 159. MAX THERM/HR 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 DAY/HR 0/ 0 0/ 0 0/ 0 21/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 21/ 8 PEAK ENDUSE 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FEB THERM 0. 0. 0. 119. 0. 0. 0. 0. 0. 0. 0. 0. 119. MAX THERM/HR 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 DAY/HR 0/ 0 0/ 0 0/ 0 5/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 5/ 8 PEAK ENDUSE 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAR THERM 0. 0. 0. 74. 0. 0. 0. 0. 0. 0. 0. 0. 74. MAX THERM/HR 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 DAY/HR 0/ 0 0/ 0 0/ 0 3/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 3/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 APR THERM 0. 0. 0. 37. 0. 0. 0. 0. 0. 0. 0. 0. 37. MAX THERM/HR 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 DAY/HR 0/ 0 0/ 0 0/ 0 14/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 14/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAY THERM 0. 0. 0. 22. 0. 0. 0. 0. 0. 0. 0. 0. 22. MAX THERM/HR 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 DAY/HR 0/ 0 0/ 0 0/ 0 4/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 4/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 JUN THERM 0. 0. 0. 9. 0. 0. 0. 0. 0. 0. 0. 0. 9. MAX THERM/HR 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 DAY/HR 0/ 0 0/ 0 0/ 0 14/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 14/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 JUL THERM 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 1. MAX THERM/HR 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 DAY/HR 0/ 0 0/ 0 0/ 0 16/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 16/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 AUG THERM 0. 0. 0. 3. 0. 0. 0. 0. 0. 0. 0. 0. 3. MAX THERM/HR 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 DAY/HR 0/ 0 0/ 0 0/ 0 16/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 16/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SEP THERM 0. 0. 0. 7. 0. 0. 0. 0. 0. 0. 0. 0. 7. MAX THERM/HR 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 DAY/HR 0/ 0 0/ 0 0/ 0 17/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 17/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OCT THERM 0. 0. 0. 40. 0. 0. 0. 0. 0. 0. 0. 0. 40. MAX THERM/HR 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 DAY/HR 0/ 0 0/ 0 0/ 0 27/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 27/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NOV THERM 0. 0. 0. 101. 0. 0. 0. 0. 0. 0. 0. 0. 101. MAX THERM/HR 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 DAY/HR 0/ 0 0/ 0 0/ 0 10/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 10/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DEC THERM 0. 0. 0. 136. 0. 0. 0. 0. 0. 0. 0. 0. 136. MAX THERM/HR 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 DAY/HR 0/ 0 0/ 0 0/ 0 6/ 8 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 6/ 8 PEAK ENDUSE 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 THERM 0. 0. 0. 708. 0. 0. 0. 0. 0. 0. 0. 0. 708. MAX THERM/HR 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 MON/DY 0/ 0 0/ 0 0/ 0 1/21 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 0/ 0 1/21 PEAK ENDUSE 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PEAK PCT 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Solarc Energy Group 25 Page 75 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SS-D Building HVAC Load Summary WEATHER FILE- SPOKANE INTERNATI WA ------_______--------_----_----_------------------------------------------------------------------------_------------------------ - - - - - - - - C O O L I N G - - - - - - - - - - - - - - - - H E A T I N G - - - - - - - - - - - E L E C - - - MAXIMUM MAXIMUM ELEC- MAXIMUM COOLING TIME DRY- WET- COOLING HEATING TIME DRY- WET- HEATING TRICAL ELEC ENERGY OF MAX BULB BULB LOAD ENERGY OF MAX BULB BULB LOAD ENERGY LOAD MONTH (MBTU) DY HR TEMP TEMP (KBTU/HR) (MBTU) DY HR TEMP TEMP (KBTU/HR) (KWH) (KW) JAN 0.00000 31 29 32.F 31.F 0.000 -12.412 21 8 S.F 7.F -79.380 1541. 7.255 FEB 0.00000 28 29 27.F 23.F 0.000 -9.285 5 8 9.F 6.F -79.032 1691. 7.255 MAR 0.00129 31 19 63.F 96.F 0.891 -5.746 3 8 23.F 19.F -60.284 1452. 7.255 APR 0.55355 26 15 73.F 57.F 57.938 -2.866 19 8 39.F 31.F -48.113 1549. 12.106 MAY 1.90955 12 15 87.F 60.F 69.200 -1.709 9 8 37.F 37.F -39.651 1900. 14.081 JUN 1.91522 3 15 78.F 55.F 59.792 -0.696 19 8 95.F 92.F -32.825 1148. 12.595 JUL 4.73256 23 19 79.F 61.F 68.805 -0.101 16 8 51.F 50.F -19.423 1615. 13.710 AUG 8.51174 9 15 95.F 60.F 82.570 -0.206 16 8 98.F 96.F -26.828 2692. 15.749 SEP 3.31676 3 15 99.F 62.F 86.220 -0.567 17 8 92.F 90.F -32.762 1568. 15.877 OCT 0.25393 18 19 63.F 51.F 26.130 -3.086 27 8 30.F 29.F -50.019 1450. 9.480 NOV 0.00007 6 19 97.F 38.F 0.066 -7.914 10 8 19.F 12.F -70.030 1761. 7.255 DEC 0.00000 31 29 22.F 19.F 0.000 -10.624 6 8 23.F 22.F -62.803 1014. 7.255 --------- ---------- --------- ---------- -------- ------- TOTAL 21.195 -55.212 19381. MAX 86.220 -79.380 15.877 MAXIMUM DAILY INTEGRATED COOLING LOAD (DES DAY ) 0.000 (KBTU) MAXIMUM DAILY INTEGRATED COOLING LOAD (WTH FILE) 0.000 (KBTU) STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 26 Page 76 of 110 Expires 06/30/2023 18FBS2300070 C407 Compliance - KCDA Classroom 28x69 Modular Classroom - Baseline DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for HP-1 WEATHER FILE- SPOKANE INTERNATI WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) PSZ 1.000 2876.0 30. 0.260 45.988 0.742 -81.946 0.337 0.000 0.000 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 1533. 1.00 1.495 3.07 3.9 0.46 0.55 BLOW-THRU CONSTANT 1.00 0.30 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS SUPPLY EXHAUST MINIMUM OUTSIDE COOLING EXTRACTION HEATING ADDITION ZONE FLOW FLOW FAN FLOW AIR FLOW CAPACITY SENSIBLE RATE CAPACITY RATE ZONE NAME (CFM ) (CFM ) (KW) (FRAC) (CFM ) (KBTU/HR) (FRAC) (KBTU/HR) (KBTU/HR) (KBTU/HR) MOLT Classroom A Zn 1533. 0. 0.000 1.000 399. 0.00 0.00 30.63 0.00 -22.25 1. EL1 Roof Zone 1 0. 0. 0.000 0.000 0. 0.00 0.00 0.00 0.00 -0.00 1. 28x69 Modular Classroom - Proposed DOE-2.3-50h 3/12/2021 10:14:52 BDL RUN 1 REPORT- SV-A System Design Parameters for HP-2 WEATHER FILE- SPOKANE INTERNATI WA _________________________________________________________________________________________________________________________________ FLOOR OUTSIDE COOLING HEATING COOLING HEATING HEAT PUMP SYSTEM ALTITUDE AREA MAX AIR CAPACITY SENSIBLE CAPACITY EIR EIR SUPP-HEAT TYPE FACTOR (SQFT ) PEOPLE RATIO (KBTU/HR) (SHR) (KBTU/HR) (BTU/BTU) (BTU/BTU) (KBTU/HR) PSZ 1.000 896.0 30. 0.262 45.664 0.742 -81.249 0.337 0.000 0.000 DIVERSITY POWER FAN STATIC TOTAL MECH MAX FAN MIN FAN FAN CAPACITY FACTOR DEMAND DELTA-T PRESSURE EFF EFF FAN FAN RATIO RATIO TYPE (CFM ) (FRAC) (KW) (F) (IN-WATER) (FRAC) (FRAC) PLACEMENT CONTROL (FRAC) (FRAC) SUPPLY 1522. 1.00 1.484 3.07 3.9 0.46 0.55 SLOW-THRU CONSTANT 1.00 0.30 *** THE ABOVE CHARACTERISTICS ARE FOR EACH OF: 1 AIR HANDLERS SUPPLY EXHAUST MINIMUM OUTSIDE COOLING EXTRACTION HEATING ADDITION ZONE FLOW FLOW FAN FLOW AIR FLOW CAPACITY SENSIBLE RATE CAPACITY RATE ZONE NAME (CFM ) (CFM ) (KW) (FRAC) (CFM ) (KBTU/HR) (FRAC) (KBTU/HR) (KBTU/HR) (KBTU/HR) MOLT Classroom B Zn 1522. 0. 0.000 1.000 399. 0.00 0.00 30.77 0.00 -22.25 1. STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Solarc Energy Group 27 Page 77 of 110 Expires 06/30/2023 PROJECT DATA VICINITY MAP E PROJECT IPTION:PORTABLE BUILDINGS PROTECTE DESCRING ADDITION: � architect_ THIS PROJECT INVOLVES THE INSTALLATION OF TWO PORTABLE CLASSROOM BUILDINGS ON MCGRANAHAN ARCHITECTS EAGLE CREEK ELEMENTARY SCHOOL THE SITE OF THE EXISTING EAGLE CREEK ELEMENTARY SCHOOL. PROJECT ADDRESS 0civil engineer EAGLE CREEK ELEMENTARY HARMSEN AND ASSOCIATES.INC 1216 E 5TH STREET ARLINGTON,WA 98223 elect rical enginee r_ rI ® I BCE ENGINEERS,INC. TAX PARCEL NUMBER ARLINGTON PUBLIC SCHOOLS 31051200200300 (so modu1.r 1u ilding manf._ LEGAL DESCRIPTION I I BLAZER INDUSTRIES.INC.-PACIFIC Arlington , Washington SEC I2TYVP31RGE05TH PTN S112NW1/4NW114DAF-BEG SE COR NW114NW1/4THW ALG SLN N L-----u MOBILE SD S112 NW1/4 NW114 TO SE COR LOT 9 PLAT OF PIED PIPER HEIGHTS TH NLY ALG E BOY LN SO m PLAT 8 ALG EXT OF SD LN INSAME DIR TO INT N LN SD S112 NW114 NW114 TH ELY ALG SD N LN TO NE CDR SO SUB TH S ALG E LN SO SUB TO POB TGW ALL TH PTN LOT 9 OF KUNZE ACREAGE TRACT LY N OF FDL-BEG SE CDR LOT 9 TH NLY 200.62FTALG E LN THOF TO TPB SD LN TH WILY IN A STRT LN TAP ON W LN SD LOT WH IS 20OFT N OF SW CDR THOF&TERM SD LN TGW LOT 14 _ SD KUNZE ACREAGE TR EXC PTN DAF BEG SE COR SO LOT 14 TH S87`30 34W 6.23FT THN30'24 32E TO B I D S E T ACREAGE TR DAF LOT TH S ALG CDR SO LOT 13 T TO SE COR&POB T TH SO PTN LOT 13 SD 3FTTHKUNZE ACREAGE TR DAF-BEG NW COR SD LOT 13 TH N85`24 32E 85.18FT TH S03'00 OOW 151.33FT TH 41N, S15`24 32W 159.63FTTH S30'24 32W 88.05FT TH CONT ON LAST BEAR TAP OF INT WITH W LN SO LOT 13 TH NLY ALG W LN TO POB&ALSO TGW TH PTN N112 NW1/4 NW114 LY ELY OF PLAT OF BURGOYNE ADD EXC TH PTN OF NW1/4 NW1/4 NW1/4 LYSLY OF A LN EXT N87'4018E FIR NE COR 2 2 MAY 2023 LOT7SDPLATTOELNSDSUB.EXCTHPTNTHOFDAF:BEGSECORNWi/4NW114THWALGS AT LN OF S112 NW1/4 NW114 TO SE COR LOT 9 PLAT PIED PIPER HEIGHTS,VOL 13 PG109 OF PLAT TH NLY ALG E BDY LN SD PLAT&ALG EXT OF SD LN IN SAME OIR TO INT N LN OF S1/2 NW114 NW1/4 THELYALGSDNLNTONECORS112NW1I4NW1/4THSALGELNOFSDS112NW114NW1/4TPB. - �°� ALSOEXC FDP-COM SE COR LOT 9 KUNZE ACREAGE TRS IN VOL 9 PG 43 OF PLATS TH N04'13 Ar nq t o n 55E ALG E LN SD LOT 9 DIST 200.62FT TO TPB TH CONT N04'13 55E ALG SD E LN DIST 60.28FT TH fs,u n ir,I pe;l S88"4259W DIST 565.23FT TO ELN OF W 562FT OF EI/2 N112 NW1/4 NW114 TH$45"1646W DIST --' 180.93FT TO S LN OF E112 N112 NWIA NW1/4 TH N87'1201 E ALG SD S LN DIST 211.62FT TO BE COR SD SUB TH N04"11 13E ALG E LN SD SUB DIST 59.07FTTH N88"42 59E DIST 473.64FT TPB PER SWD REC AFN 200006120448.TGW FDP-COM BE CDR LOT 9 KUNZE ACREAGE TRACTS PER PLATS VOL 9 PG 43 TH N04"13 55E ALG E LN SD LOT 9 200.62FT TPB TH CONT NW13 55F ALGSD E LN 60.28FT TH S88"42 59W 565.23FT TO E LN W 562FT OF E1/2 N1/2 NWIA NW114 TH S45"16 46W 180.93FT TO S LN A B B R E V I A T I O N S P R O J E C T T E A M 13EAL ELNSOSUB59NI/2 NW114 107FTT4 TH H1201EALGSDSLN21BPER CDRECO BE FN2001 SID T20839 1 PROJECT N 0 T E S 13EALG E LN SD SUB 59.07FT TH N88"42 59E 473.64FT TPB PER QCD REC AFN 200105220839 JURISDICTION REFERENCE AT LB OR# POUND OWNER CITY OF ARLINGTON 1. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON ACCOMP ACCOMPANYING MATL MATERIAL ARLINGTON SCHOOL DISTRICT#16 THE DRAWINGS AND SPECIFICATIONS.THE GENERAL CONTRACTOR SHALL COORDINATE THE GENERAL ALUM ALUMINUM MAX MAXIMUM ARLINGTON PUBLIC SCHOOLS NOTES WITH THE WORK OF ALL TRADES INCLUDING BUT NOT LIMITED TO THE MECHANICAL AND ANOD ANODIZED MECH MECHANICAL 315 N.FRENCH AVE ZONING DESIGNATION 7359 REGISTERED ELECTRICAL TRADES. ASSY ASSEMBLY MFR MANUFACTURER ARLINGTON,WA 98223 PIPS PUBLIC/SEMI-PUBLIC ARCHITECT ALT ALTERNATE MIN MINIMUM PHONE:360.618.6238 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE BUILDING PLACEMENT ON SITE. BD BOARD MTL METAL LOT AREA - BLDG BUILDING NIC NOT IN CONTRACT 18.6 ACRES 3. THE CONTRACTOR SHALL VISIT ALL SITES ASSOICATED WITH THE WORK AND BE KNOWLEDGEABLE OF BLKG BLOCKING NOOR# NUMBER ARCHITECT q�TATEO R I.LILLEY BM BEAM OC ON CENTER MG ARCHITECTS CONDITIONS THEREOF.THE CONTRACTOR SHALL INVESTIGATE,VERIFY,AND BE RESPONSIBLE FOR ASHINGTC BTWN BETWEEN OD OUTSIDE DIAMETER 2111 PACIFIC AVENUE,SUITE 100 ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER/ARCHITECT OF CONDITIONS CB CATCH BASIN OVHG OVERHANG TACOMA,WA 98402 REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. CLG CEILING PENE PENETRATION PHONE:253.383.3084 4. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS BY VARIOUS DISCIPLINES,ARCHITECTURE COL COLUMN PERF PERFORATED CODE A N A L Y S I S DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN.IN SUCH INSTANCES THE CONTRACTOR CONC CONCRETE PL PLATE CL CENTER LINE PT PRESSURE TREATED CIVIL ENGINEER SHALL CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. CONT CONTINUOUS PVC POLYVINYL CHLORIDE HARMSEN&ASSOCIATES 5 CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE DEMO DEMOLISH PW OR PLYWD PLYWOOD 2822 COLBY AVENUE,SUITE 300 OCCUPANCY TYPE:E WHICH ARE.WHERE SPECIFIC DIMENSIONS,DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED DIA,0 DIAMETER RD ROOF DRAIN EVERETT,WA 98201 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DN DOWN READ REQUIRED PHONE:360.794.7811 BUILDING AREA:EACH BUILDING IS A GROSS AREA OF 1,963 SF FOR A COMBINED TOTAL AREA IDS DOWNSPOUT ROOFG ROOFING OF 3,926 SF. 6. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND GOVERNING DWG DRAWING RV ROOF VENT MODULAR BUILDING MANUFACTURER AUTHORITIES AND SHALL BE OF BEST PRACTICE OF EACH TRADE. EJ EXPANSION JOINT SAC SUSPENDED ACOUSTICAL CEILING BLAZER INDUSTRIES,INC. OCCUPANT LOAD:EACH OF THE TWO NEW BUILDINGS CONTAINS TWO CLASSROOMS AT 768 SF ELECT ELECTRICAL SCHED SCHEDULE PO BOX 489 EA.PER TABLE 1004.5 OF THE IBC THE COMBINED OCCUPANT LOAD FOR EACH BUILDING 77. 7. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. ELEV OR EL ELEVATION SCUP SCUPPER AUMSVILLE,OR 97325 EMBED EMBEDMENT SF SQUARE FEET PHONE:503.749.1900 EXITING:EACH CLASSROOM IS PROVIDED WTH TWO EXITS THAT DISCHARGE DIRECTLY AT 8. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK.THE EQ EQUAL BHT SHEET FAX:503.749.3969 GRADE(4 PER BUILDING),THE BUILDINGS ARE BEING SET ON RECESSED FOUNDATIONS$O CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES/CORRECTIONS. EQUIP EQUIPMENT SHTG SHEATHING RAMPS ARE NOT REQUIRED. EXP EXPANSION SIM SIMILAR ELECTRICAL ENGINEER 9. DEMOLITION I CONSTRUCTION SHALL CONFORM TO CHAPTERS 14 IFC AND 33 IBC. EXIST OR(E) EXISTING SPEC SPECIFICATION BCE ENGINEERS CONSTRUCTON TYPE:TYPE VB,NOWSPRINKLERED.THE PORTABLES ARE WOOD FRAME EXT EXTERIOR SQ SQUARER 6021 12TH STREET E,SUITE 200 CONSTRUCTION.THEY WILL BE MANUFACTURED OFF SITE AND DELIVERED TO THE SITE WITH 10. THE PORTABLE CLASSROOM(S)SHALL BEAR LABOR AND INDUSTRIES GOLD LABELS AND CONFORM TO LIGHT FIGS FIGURES S/S OR SS STAINLESS STEEL FIFE,WA 09424 AN L81 GOLD LABEL AND VENTILATION REQUIREMENTS PER IBC CHAPTER 12. FIN FINISHED) STD STANDARD PHONE:253.922.0446 project_ FLASHG FLASHING STL STEEL FIRE SPRINKLERS:THE PORTBLES ARE BEING LOCATED ROUHGLY 50'FROM THE CLOSEST 11. THE SCHOOL DISTRICT WILL COORDINATE WITH THE CONTRACTOR FOR PROVIDING A CLEAR PATH OF TRAVEL EAGLE CREEK ELEMENTARY- FRMG FRAMING STRUCT STRUCTURAL FACE OF THE EXISTING BUILDING,PER IBC 903.2.3,EXCEPTION 2(AS MODIFIED BY IN PARKING AREAS LOCATED AT THE SCHOOL. PORTABLE GA GAUGE TERM TERMINATION WASHINGTON STATE AMENDMENTS)FIRE SPRINKLERS ARE NOT REQUIRED IN PORTABLE GALV GALVANIZED THLD THRESHOLD SCHOOL CLASSROOMS WITH AN OCCUPANT LOAD OF 51-98 PROVIDED THAT EACH CLSSROOM IS c I i e n t_ HOW HARDWARE TO TOP OF PROVIDED WITH TWO EXITS,AT LEAST ONE OF WHICH IS ACCESSIBLE,AND THE AGGREGATE ARLINGTON PUBLIC SCHOOLS HGT HEIGHT TOP TOP OF PARAPET AREA OF ANY CLUSTER OF PORTABLES IS LESS THAN 6,000 SF.ALL CONDITIONS OF THE HORIZ HORIZONTAL TRTD TREATED EXCEPTION HAVE BEEN MET THEREFORE SPINKLERS ARE NOT BEING PROVIDED. INSUL INSULATION TYP TYPICAL location_ INSTALL INSTALLATION UNO UNLESS NOTED OTHERWISE PLUMBING:EACH CLASSROOM IS PROVIDED WITH ATOILET ROOM THAT INCLUDES A TOILET JT JOINT W/ WITH AND A HAND SINK AS WELL AS A SECOND HAND SINK IN THE CLASSROOM. SHEET I N D EX ARLINGTON,WA WD WOOD BUILDING HEIGHT:THE BUILDINGS WILL BE 1V-10'HIGH FROM GRADE TO THE HIGHEST POINT OF THE ROOF RIDGE. GENERAL Project No2010.330 PARKING COUNT: G0.00 COVER SHEET 34 MAIN BUILDING CLASSROOMS EXISTING PORTABLE CLASSROOMS+4 NEW PORTABLE CLA SROOMS 40 TOTAL CLASSROOMS COVER SHEET CIVIL 40 x 1.75=70 REQUIRED STALLS C1.0 COVER SHEET&STORMWATER POLLUTION PREVENTION PLAN C2.0 STORM DRAINAGE&PAVING PLAN 77 EXISTING STALLS-11 ELIMINATED STALLS AT THE NEW PORTABLES=66 REMAINING AND 4 C3.0 SANITARY SEWER&WATER PLAN NEW REQUIRED C4.0 GENERAL CONSTRUCTION NOTES THE ADJACENT STILLAGUAMISH VALLEY LEARNING CENTER(SVLC)HAS A TOTAL OF 51 PARKING STALLS IN A PAVED LOT UNDER THE POWER LINE EASEMENT.THEIR 10 CLASSROOMS REQUIRE ARCHITECTURAL 18 STALLS.4 OF THE"EXCESS'33 STALLS WIL BE DEDICATED TO EAGLE CREEK ELEMENTARY A1.00 STAIR PLANS,STAIR SECTIONS AND DETAILS STAFF. PORTABLE CULTURAL RESOURCED-INADVERTENT DISCOVERY T-1 COVER SHEET A. STATE LAW PROTECTS ARCHEOLOGICAL RESOURCES.IF ANY OF THE FOLLOWING G-1 GENERAL NOTES ITEMS ARE DISCOVERED DURING THE COURSE OF THIS PROJECT,THE CONRACTOR IS TO STOP WORK AT ONCE AND NOTIFY THE OWNER. A-0.1 SIGNAGE,DOOR TYPES,WINDOW TYPES,DOOR SCHEDULE AND RESTROOM ELEVATIONS 1 s s u e d_ 1. AN ACCUMULATION OF SHELL,BURNED ROCKES,OR OTHER FOOD RELATED A-1 FLOOR PLAN BID/PERMIT SET 22 MAY 23 MATERIALS. A-2 SECTION 2. BONES OR BONE FRAGMENTS.(CONTRACTOR IS TO NOTIFY THE POLICE IN A-3 EXTERIOR ELEVATIONS CASE OF DISCOVER OF HUMAN REMAINS). A-4 DETAILS revision 3. AN AREA OF CHARCOAL OR VERY DARK STAINED SOIL WITH ARTIFACTS. - 4. STONE TOOLS OR WASTE FLAKES(I.E.AN ARROWHEAD OR STONE CHIPS). A-5 REFLECTED CEILING PLAN 5. CLUSTERS OF TIN CANS OR BOTTLES;LOGGING OR AGRICULTURAL M-1 MECHANICAL PLAN EQUIPMENT THAT APPEARS TO BE OLDER THAN 50 YEARS. M-2 MECHANICAL SCHEDULE 6. BURIED RAILROAD TRACKS,DECKING,OR OTHER INDUSTRIAL MATERIALS. P-1 PLUMBING B. IN THE EVENT OF A DISCOVERY,THE OWNER'S ARCHAELOGICAL CONSULTANT WILL E-1 ELECTRICAL POWER PLAN REVIEW THE DISCOVERY AND MAKE A DETERMINATION AS TO THE REQUIRED ACTION. E-2 ELECTRICAL LIGHTING PLAN .3 ELECTRICAL SCHEDULES S-1 FOUNDATION PLAN AND DETAILS ELECTRICAL E0.01 ELECTRICAL LEGEND E1.01 ELECTRICAL SITE PLAN E2.01 ELECTRICAL PLANS-PORTABLE/ E2.02 ELECTRICAL PLANS-PORTABLE 2 d r a w n- E5.01 ONE-LINE DIAGRAM AND PANEL SCHEDULES 1P E701 TELECOM DETAILS ET02 ELECTRICAL DETAILS checked CL heet ORIGINAL SHEET IS 36"x 24" copyright 2023 all rights reserved If I SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. I ate\ I I 9 T1-B RIMc180.90' IE=h 76.81'12"PVC NE s4 IE=%]PORAYIN EAGLE CREEK ELEMENTARY 8 IE=7]6.6]•12"PVC , � TEMPORARY INLET SSMH ; sl PROTECTION PER WSDOT RIM=182.00' IE=17].5'TO CL CHANNEL I I oQ ss�STANDARDS AND BMP C220 6^P OJT-WEST I _ s_ NEW PORTABLES VER NIAVD 88TUM Ti-CB ss sS ARLINGTON l h RIM=180.58• S \VO I I / IE=176.57'12"PVCS _-_ SS—,per O IE=176.65'12"PVC NE [g S 0 20 40 IE=176.61 12"PVC E Feet ARLINGTON SCHOOL DISTRICT NAD 63(2011)WASHINGTON STATE PLANE 3RI T COORDINATE SYSTEM,NORTH ZONE COMBINED SCALE FACTOR:0.9999379798 SITE / WSDOT STANDARD DETAILS ARCHITECT/CONTACT DATUM NAVD88 S. / / MITCH KENT BENCHMARK /-14 __ I-30.15-02 SILT FENCE MCGRANAHAN ARCHITECTS PROJECT BENCHMARK: PLANTERWITH 20.20-00 STORM DRAIN INLET PROTECTION 2111 PACIFIC AVENUE,STE.100 MAG NAIL WITH WASHER SET IN PAVEMENT ELEVATION=181.OT g h I y.1 CONIC WALL(TVP) TACOMA,WA 98402 a a / y I-10.10-01 HIGH VISIBILITY FENCE (253)383-3084 l\ EMAIL:mitch.kent@mcgranahan.com VERTICAL INFORMATION DERIVED FROM " i a � I f- '-----"' / r MULTIPLE GPS OCCUPATIONS UTILIZING THE 77777777/ BMP LIST WASHINGTON STATE REFERENCE NETWORK. REVISIONS M I a C103 HIGH VISIBILITY PLASTIC OR METAL FENCE OWNER/APPLICANT C105 STABILIZED CONSTRUCTION ENTRANCE BRIAN LEWIS VICINITY MAP (q (q oo c0 C107 CONSTRUCTION ROAD/PARKING AREA STABILIZATION 00 01 EXECUTIVE DIRECTOR OF OPERATIONS SCALE 1"=2000' of C123 PLASTIC COVERING ARLINGTON PUBLIC SCHOOLS a M C220 STORM INLET PROTECTION 315 N.FRENCH AVE _ W O 'n a OOO C233 SILT FENCE ARLINGTON,WA 98223 W ru r1 I I (360)618-6238 Z IJJ L--- EAGLE CREEK EMAIL:blewis@asd.wednet.edu 15sR 2a• a v N I � ___ J �i � � /—a-SO I I ELEMENTARY N88°01'01"E m ENGINEER 37 80' 24"W Z I m .0' h DAVID HARMSEN,P.E. LUN I I \ IOIL/W ERSEPERATOR HARMSEN,LLC. I MANH ovER RIM=Razsr 125 E MAIN ST.,SUITE 104 'y�� Jl N I IM NO LE MONROE,WA.98272 S33°0'0]]4' I \ (360)79 4-7811 EAGLE CREEK S5°3214 W I \ I EMAIL:davidh@harmsenllc.com �, 0,54" ku I ELEMENTARY S32.5902W c a I , , 13.46• 0 SITE INFORMATION f Is S88°31'20"W LJ PROPOSED 3 23,11 56"w F EAGLE CREEK ELEMENTARY SCHOOL 780P, e z3sr G PORTABLES M N ARLINGTON,WA 98223 T5.04 6 E _o 121 L------ 588°30 W N 9°59 cNo -----` �I TAX PARCEL. 31051200200300 •10 r 8 '25'W 59 09 2TW 4 Q 138.75' S88"30'10"W 474 __ Q I I I 1 PROPERTY AREA: 18.6 AC .� 51 Sa• a _ � `_----------------- --------- NEW IMPERVIOUS 0 SF O F- uT \ y I \ ------------ REPLACED IMPERVIOUS 0 SIF Iu cc \ I I y l OVERALL SITE PLAN t11u L w POLLUTION GENERATING SCALE 1"=200' IMPERVIOUS 0 SF \ I r l II I DISTURBED AREA 10,500 SF HA REMOVE EXISTING ',I, LEGEND PARKING yIi- I SAWCUT EXISTING - • O m o 2 AP RO.LOCATION OF I I IG II \ PAVEMENT AS REQUIRED /c 3l�WlppE EMERGENCYI II II \ / z ACC E"SS EASEMENT I - Ip � 50 BENCH MARK o SANITARY SEWER CLEANOUT '^ CLEARING LIMITS(BMP C101) 33A5 AFN 2b0106220MO V GO S I 'e II III PROPOSED BASKETBALL HOOP SEWER MANHOLE $ PORTABLE —a S TEMPORARY INLET PROTECTION I L—II FEE 189.20 \ a l \ I I II III »� ) FIRE HYDRANT OT TELEPHONE PEDESTAL PER WSDOT STANDARDS REMOVE EXISTING FENCE AS - y oa WATER VALVE JUNCTION BOX r I \ REQUIRED FOR PLACEMENT m I II Ol W o DEMO EXISTING i a I OF NEW PORTABLES I� II II `F � � ❑G GAS METER POST/GATE POST IjI COORDINATE TRENCHING AND \ ``I ® WATER METER BOLLARD I , I II ASPHALT COVER WITH ELECTRICAL �t CHH HAND HOLE a SIGNPOST STABILIZATION NOTES a w z _ LUMINAIRE FLAGPOLE _ t TEMPORARY Z N N Q IL SD--SD �3 SD—SD I TRANSFORMER PAD ry CABLE TV LINE STABILIZE PAVED AREAS WITH CRUSHED ROCK 1LI 1LI W 00 �p POWER VAULT CHAIN LINK FENCE LINE O PER PAVING SECTION W m � 0) H SITE BM II I \ 0 POWER METER c GAS LINE PERMANENT j H 1) � OF W TEMPORARY INLET I I / sO ) TI EL=R8I.OT III v STABILIZE PAVED AREAS WITH ASPHALT = IS f/1 � PROTECTION PER WSDOT r II I O POWER POLE POWER LINE O Y F ° ) \s° I III pN PAVING PER PAVING SECTION LLI O In O •S W `STACIDARDSIAND BMP C220 Ilo I CLEARING LIMITS PER / uv d I I I I I III ri. II \ WSDOT STANDARDS \ O CATCH BASIN POWER LINE(U.GJ ll,J Ill (5 W IL —as— STABILIZE PERVIOUS AREAS WITH LAWN tp \ ND BMP C103 /y° Or` CULVERT END SEWER LINE O RESTORATION L) Lu N J S O I I I\ II I III PROPOSED I so CC I " i ♦F-'I—II PORTABLE No I /° � • STORM DRAIN CLEANOUT STORM DRAIN LINE �J,J Z FFETABLE Q \ I I �D STORM DRAIN MANHOLE ur TELEPHONE LINE(U.G.) W J REMOVE EXISTING FENCEIA / 0. STORM DRAIN VAULT w WATERLINE a O O REQUIRED FOR PLACEMENT ll.l U d III I OF NEW PORTABLES ❑YD YARD DRAIN i CONSTRUCTION DRAWING REVIEW T_ - �_ ACKNOWLEDGMENT 12 �'�-= -� __- -------- ABREVIATED LEGAL DESCRIPTION \ I I I I I II .TI d �\ THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE DATE: --- -- - '�`sd �N h°_�EXISTING STORM TO WITH THE CITY OF ARLNGTON CODES AND ORDINANCES. CONFORMANCE OF THIS I _l__r�_� / REMAIN.PROTECT A PORTION OF THE N 1/2 OF NW 114 OF THE NW 114 AND A PORTION OF DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE 05/22/23 " ---- �1W_ THEN1Y20FTHENEI/4OFTHENW14OFSECTIONI2,TOWNSHIP31 ESPONSIBILITY OF THE LICENSED DESIGN ENGINEER. WHOSE STAMP AND SIGNATURE y\ I I I \ a o DURING CONSTRUCTIKON NORTH,RANGES EAST,W.M.wM APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW JOB#: ` e BEING THE SAME PROPERTY AS DEPICTED ON RECORD OF SURVEY DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE DURING(< `HTO s° ° OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY 23-049 Il REMAIN. PRO= AFN 14 OF THE EXCEPT THAT PORTION LYING IN THE S RAN GE THE I I crld s Ne NW1/40F THE NW 114 SECTION I2,TOWNSHIP 3I NORTH,RANGE5 OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE _ N EAST,W.M. ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS ro q18' I to T1-CB I \ I ° -- SD—So—SD— WHICH MAY INCLUDE,BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT ( I y RIM=nets - - ---- D�SD— APPROVAL(HPA), WSDOE NOTICE OF INTENT(NOI), ANY CORP OF ENGINEERS FILL SD�,SD—SD—SD SD SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. I ( I IE=msz•1rcPPN 1 I STORM LINE TO PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. IE=nz7s 12^cPPw TEMPORARY INLET - PP E -�" I J I "III l~ 1 BE ABANDONED PROTECTION PER WSDOT _____ Know what's bBIOW. STANDARDS AND BMP C220 F_ BY. Call before you dig. City Engineer STORMWATER POi LLUTION PREVENTION PLAN DATE. ■O "=20' 774I5 APPROVAL VALID FOR 18 MONTHS SCALE 1 RMORK\PROJECTSV023\23-049 MCGRANAHAN-EAGLE CRK\CE\DWG\SHEETS\C1.0 COVER SWPPP.DWG 5/19/2023 SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. H \ WARP PAVING AT VERTICAL TICAL DATUM DOOR TO DIRECT (' ASPHALT ICKENED RUNOFF TO THE -------- --__ NAVD88 I WEST� EDGE AT ORTH& '"---N 0 20 as EASTOF UILDING i`, I a i " i TYPICAL ROOF DRAIN PIPE NOTES O SDCO,TYPICAL -- - 6"SDCO, 1�0"l- o � 6"PVC ROOF ' i II 182.84 COLLECTOR TY CAL 1. PIPE RUNS SHALL HAVE MINIMUM POSITIVE SLOPE OF 1% 6"PVC ROOF •+ u~i COLLECTOR,TYPICAL _ 'Ij H SLOPE PAVI TO \� / AND 8"MIN DIAMETER SMOOTH WALL PIPE. LOW AROUND �V y 2.INSTALL CLEANOUTS AT TEES,BENDS 45°OR GREATER AND I PROPOSED I - \ \ � �� �\�/ AT INTERVALS NO GREATER THAN 150 LF. RTAn� r I I I III FFOE 18290 II LE 5 O CRESTE II\ 41 I I I :II II' LANDING.SLOPE AT� REVISIONS I wI N 111III 2%AWAY FROM BLDG ,-0 2.5"MINIMUM COMPACTED DEPTH HMA •II 4'MINIMUM COMPACTED DEPTH CSBC, � � 00 o STAIR pl,SEE I :II COMPACT TO 95%OF ASTM D-1557 ro N \ I ARCHITECTURAL COMPACT SUBGRADE TO 95%OF THE MAXIMUM Lu O N EXTEND ASPHALT TO --_ LL.I a r1 \ : EXISTING SURFACE.5% I I o SAWCUT PATCH PER I ;III e Y MAX SLOPE �y DENSITY AS DETERMINED BY ASTM D-1557. W �) I I ,III ol'' PLACE STRUCTURAL FILL IF REQUIRED Z LL.I o CITY OF ARLINGTON 1� DETAIL R-140 m I :III f l ASPHALT PAVING I h \I) > = V u, I :III CRAWL :V"�, PER DETAIL c2 2"PVC I :h ACCESS I soc6-1,TYPE ASPHALT PAVING SECTION Z �SDCB(EX j \ ` -80 LF 1 D I I SDI S I E:4328278.17 I '- /' CALE:NONE W N ---- -RIM 179.81 ------- IE(12"SE) =17623 CAP -- -- -I IF(12r'.Wd)OUT=176.16 0 -SD------- 372% ~�-yl IE''srspp��'' S)IN=177.81 j l32 LF 12"PVC IE(12"ETgpH�176.16(NEW) I 8 ( sO, TEE 6"PVC ROOF I ;III 181.85 ASPHALT THICKENED 90 T I r COLLECTOR INTO �, I 'II EDGE AT NORTH& FE k 1 I / 12"STORM "I ;III EAST OF BUILDING " SDCB-2,TYPE I I e ° - \� I I :II PROPOSED o\ N:437961 24 t / \ \ E:1328279 29 z m I 'II PORTABLE 2.0% - O� \ ( `6 5 FT CONCRETE 'C I FFE 181.90 I I 'II LANDING.SLOPE AT I WARP TO DIRECT CT al 'II - 2%AWAY FROM BLDG 'o �.O N DOOR TO DIRECT 'II '',.$�� 9� .� ��V���\�/I// ���V�-�_ RUNOFF TO THE I EXTEND ASPHALT TO •.`t'�o 1LU \ I \ WEST I : ,( \ MATCH EXISTING ���G/ L-. 4"MINIMUM DEPTH CONCRETE(3,000 PSI) Q I Z 7 \ \ SURFACE.5%MAX SLOPE - \ Q R y DIRECT FLOW ALONG ��' 4"MINIMUM COMPACTED DEPTH,CSBC,COMPACTED >3 THICKENED EDGE TO I \so \ \ SAWCUT&PATCH PER '� - -�_Ll TO 95%OF MODIFIED PROCTOR DENSITY m F 11 II v I PROPOSED I III \\�CITY OF ARLINGTON ,J) F a CATCHBASINS I 'II \ DETAIL R-140 V j; SUBGRADE,COMPACTED TO 95%MODIFIED PROCTOR DENSITY U W 80 LF 12"PVC / - ___ N W STAIR#21SEE k-w- �f CONCRETE PAVING SECTION \10A ARCHITECTURAL Z a \\ I 2 I \\ _ BOLLARDS PER\ \� -� SCALE:NONE I \ II y 9 \ ARCHITECT A<voF SA MATCH EXISTING, CRAWL T1-CB SEAL JOINT WITH ACCESS / \ \ s�, _ EXISTING 12"STORM TO REMAIN I ( '' RIM=1-re.2e ------ RS-4000 OR EQUAL CAP EXISTING STORM LINE. �s°-so-so-so-so-so- 33i45 z ( \ IE=7762'12'CPPN --'< --- AT EACH END.REMOVE so-so�- -so-so-so ___ AL / I IE=177.75'12'CPP W I ' o ONLY AS REQUIRED FOR SDCB-EX.,'B- ,PE J \ _ PROPOSED _ I NEW FOOTINGS. TYPE I --- 1� J \ �1 r PORTABLE J 71 11 I I RIM 21:N 8 BUILDING I.,. I I RESET STRUCTURE AS IE(12"NE)IN=171}.6 " - NECESSARY FOR IE(12"E)IN=177.07� < I I REVISED PIPE ANGLE IE(12"NW)OUTF177.0T(NEW) III IE(12"NW)OUY 177.07(,CRP,) 18" FFE PER PLAN �ASPHALTPAVING I Z STORM DRAINAGE&PAVING PLAN PER DETAIL c2.o (L SCALE V=20' Z N a N F Z LLI LLI w > J W O1 Q m cc IL SDCB-EX.A SDCB-1 DCB-EX.B 18 x 6"ASPHALT J Q N ,� TYPE -. A � TYPEI PEI THICKENED EDGE. W RIM=179.81 RIM=181.9 IM=181.58 LOCATION PER PLAN Y 0 F Z (w7 IE(12"E)IN=1 6.16 (NEW) IE(12"S)IN=176.54 E(12"NE)IN=178.69 L1.1 0 to O Q 185 IE(12"SE)IN=76.23(CAP) IE(12"W OUT=176.54 E(12"E)IN=17.07 185 ASPHALT THICKENED EDGE LLJ IL w a Z IE(12"S)IN=1 7.81 (NEW) E(12"NW)OU =177.07 3 SCALE:NONE cc <G Z Q IE(12"N)OUT 176.16 PPROXIMAT (CAP) E(12"NW)OU =177.07 XISTING GROUND C) LLJ N ¢ 180 O PROPO MD I W N SEWER 32 LF 12" VC 80 LF 12"PV 175 0 LF 12"PVC _ 5=0.005 FT/F 175 ROOF SDC -2 DATE: COLLEC OR TYP I RIM="81.38 U5�22�23 IE(1 SE)IN=176.6 JOB#: 170 IE(1 "N)OUT=176.9 170 23-049 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 CONSTRUCTION DRAWING APPROVAL STORM-PROFILE SCALE:H:1-20 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED ro V:1"=5' PER THE CONDITIONS ON THE TITLE SHEET. By. Know what's below. DE VEL OPMEN r SER VICES MA NAGER all before you dig. DATE: A w THIS APPROVAL VALID FOR 18 MONTHS C_)■O P:\WORK\PROJECTS\2023\23-049 MCGRANAHAN-EAGLE CRMCE\DWG\SHEETS\C2.0 STORM PAVING.DWG 5/25/2023 L SECTION 12, TOWNSHIP 31 NORTH, RANGE E 05 EAST, W.M. a RIA1`76.81'0' / I f IE=76.81-17 PVC NE 12"PVCN S J IE-y 78.87'12"PVC SW ;, RI =181.2' PPQ IEai]6.81' RIM-182.00' \r'\�1 SS 1]8.75' "PVC Q _� =1]8.55'8"PVC E J SD��MH - _ SI `i SD =178.29'12"PVCW SD -'----- -------- so IE=177.5'TO CLCHANNEL I J SS_ � D_SDSDI SDI 8D+— I / VERTICAL DATUM 8"PVC,IN-EAST, NAVD 88 I OUT-WEST V o J'a' I T1-cH J m R=176.5.58' - SS SAWCUT&PATCH E=ns.ST 12^PVC S _Ss —— j o z6 a6 WITH R54000 OR / �;` I / J IE=176.65'12'PVC NE g - - / Feet u APPROVED EQUAL �I - I I IE=178.81 ° y s d as REMOVE&REPLACE LKWAY IN-KIND PROTECTNG Np EXISTI, - � \ � �y CURB / a m EXISTING CONCRETE \\ / - CO T I _ ------- A a REVISIONS / d U) L_ W N O a/ Illio A 19 Z Q EX.SSMH SSMH-1 W ID RIM=182.00 RI =182.24 I IE(8"NW)IN=77.50 AppROXI ATE IE 8"S)OUT=178 64 54 IE(8"E)OUT=77.50 IE 8"N)IN=178. IE(8"S)O UT=77.50 I \ \ IOIL/W E SEPERATOR 185 EXISTIN GROUND 185 MAN �COVERRIM=182.52' I \ \ IE NO'VISI LE REMOVEAND I I I \ \ REPLACE — — — — — o I I I \ V CONCRETE WALK & M N-KIND 180 EX. ATER 180 F cm --- - m 12" 20 LF 8"PVC W ooD I \ \ m a m d STORM S=.005 FT/FT 4 0 SAWCUT AND 175 175 m 3 PATCH FOR CENTER FULL = F \ I \ I ELECTRICAL SECTION OF SEWER U W r \ \ -'1 ----- - ---_-- - PIPE UNDER WATER N¢ I ---------------- - _______ -----___- N W \ \ _—- � W I \ I \ - 170 170 N I 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 a \ H \ NEA ST EXISTIN FIR HYDRANT EX.SSMH TO SSMH#1 -PROFILE HA SCALE:H 1"=20' I a l II I :"8063.19 1 I it II: } V:1'-5' I \ I E:1328236.40 I II R /f — ., a SSMH-1 I' I III IT,1 (2)5/8"WATER METERS m 2 'L, II II 1 PER CITY OF -LINGTON. z II I.1 �\ STD DETAIL W-040 33A5 PROPOSED II !u \/\1 I: SSMH-1 ``'�rsre¢� a u(, j: II PORTABLE II g y, RIM-18224 ONAL V �I I I I I I FFE 182.90 III;� li IE 8"N IN=17.54 SCO 1 III ( ) IM=180.89 b' I II SAWCUT&PATCH PER II •��CC \ IE(8"S)OUT=78.64 (8"N)IN=179.0 a \ F A LINGTON I I II g ------ —a 185 I (6"E)IN=179.7 185 a I a \ AIL R-140 I APPRO (MATE \ IN I I II 7 LF 6"PVC �� y, EXISTI G GROUND \ ( I II S=0.010 FT/FT l I) c CITY OF A Z I I o I I 111 LF 8"DI IIII•P SAWCUT&PATCH _ 180 180 a a ^ I I II S=-0.005 FT/FT 1 I^ WITH R540IL 00 OR M \ I II I APPROVED EQUAL Z CO) STUB LU N W I II II S STUB 5=0.005E 11 LT W W W � I 'I - --_-_�-._-�- I`o I I--_____- I J 0+34 LT � J W 01 Q IE 179.37 m CC BD�SD E 178.98Lu 4 a a I sD—SD—I I `� 5°� 176 12"STO M 175 0+00 0+20 0+40 0+60 0+80 1+00 1+20 = Z (r IIII N:437952.12 \ Y F O W I SSMH#1 TO SSCO#1 -PROFILE W 0 LU � � I E: 9.97 = ' W a W W SSCO_"O-SSCO 1 SCALE:H:1"20 IIy I R ) I II pN V:1"=5' <O Zcn 7LF 6"PVC III / t V W T M LLJ CC cc S=0.010 FT/FT -I J Z a H al- I I I_II Z cn I mo \vI I 1\ I 1 IIII PROPOSED II W PORTABLE II a 11 I A I III FFE 181.90 /III `"o / I ( I I I I I III II I I I 1 1 III Ip DATE: n76 I ii "o / 05/22/23 JOB#: 23-049 \ I \ CONSTRUCTION DRAWING APPROVAL ro. THIS PLANPER SETHASCONDITIONSONTITLE BEE AND APPROVED 118------ I " HE I T1-CB 1 I ' I ( I RIM=179.28 \ I \ � IE=177.62'12"CPPN so—e° BY. Know what's bBIOW. E=17J]5'12"CPP W DEVELOPMENT SERVICES MANAGER Call before you dig. SANITARY SEWER&WATER PLAN DATE. SCALE 1"=20' THIS APPROVAL VALID FOR 18 MONTHS C3.0 PAWORKIPROJECTS12023V3-049 MCGRANAHAN-EAGLE CRKICEIDWMSHEETSIC3.0 SEWER WATER.DWG 5/23/2023 SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. GENERAL CONSTRUCTION NOTES: BMP T5.13: SOIL DESIGN CRITERIA 1.OARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,AND THE CURRENT ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION THE CITY OF POST-CONSTRUCTION SOIL QUALITY THE CAVFS DESIGN INCORPORATES COMPOSTED MATERIAL INTO THE NATIVE EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION(WSDOT) MOISTURE CONTENT RANGE: SOILS PER THE CRITERIA IN BMP T5.13:POST-CONSTRUCTION SOIL QUALITY AND STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.A COPY THIS BMP SHALL BE USED IN THE LANDSCAPED AREAS ON THE SITE AND ANY NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE DEPTH(P.911)FOR TURF AREAS.HOWEVER,AS NOTED BELOW,THE COMPOST OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. OTHER DISTURBED AREAS. MATERIAL. SHALL NOT CONTAIN BIOSOLIDS,OR MANURE.THE GOAL IS TO CREATE A 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A HEALTHY SOIL ENVIRONMENT FOR A LUSH GROWTH OF TURF. GRADING PERMIT,RIGHT-OFWAY PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL SOIL RETENTION TESTED IN ACCORDANCE WITH THE U.S.COMPOSTING COUNCIL"TEST REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE RETAIN,IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO METHOD FOR THE EXAMINATION OF COMPOST AND COMPOSTING"(TMECC),AS SOIL/COMPOST MIX: DEVELOPERICONTRACTOR. THE MAXIMUM EXTENT PRACTICABLE.IN ANY AREAS REQUIRING GRADING ESTABLISHED IN THE COMPOSTING COUNCIL'S"SEAL OF TESTING ASSURANCE" • PRESUMPTIVE APPROACH:PLACE AND ROTOTILL 1.75 INCHES OF 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A (STA)PROGRAM.MOST WASHINGTON COMPOST FACILITIES NOW USE THESE COMPOSTED MATERIAL INTO 6.25 INCHES OF SOIL(A TOTAL AMENDED ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY.THE CONSTRACTOR SHALL DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES TESTS. DEPTH OF ABOUT 9.5 INCHES),FOR A SETTLED DEPTH OF 8 INCHES.WATER SCHEDULE THE PRECONSTRUCTION CONFERENCE BY CALLING(360)403-3500.PRIOR TO AND CRITICAL AREAS,TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE OR ROLL TO COMPACT SOIL TO 85%MAXIMUM.PLANT GRASS. SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC WHERE FEASIBLE. SCREENED TO THE FOLLOWING SIZE GRADATIONS FOR FINE COMPOST WHEN CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, TESTED IN ACCORDANCE WITH TMECC TEST METHOD 02.02-B,SAMPLE SIEVING • CUSTOM APPROACH:PLACE AND ROTOTILL THE CALCULATED AMOUNT OF PERFORMANCE BOND,COPY OF OTHER AGENCY PERMITS,A COPY OF THE CONTRACTOR'S SOIL QUALITY FOR AGGREGATE SIZE CLASSIFICATION." COMPOSTED MATERIAL INTO A DEPTH OF SOIL NEEDED TO ACHIEVE 8 LICENSE,AND PROOF OF INSURANCE COVERAGE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN INCHES OF SETTLED SOIL AT 5%ORGANIC CON-TENT.WATER OR ROLL TO 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN COVERED BY IMPERVIOUS SURFACE,INCORPORATED INTO A DRAINAGE FINE COMPOST SHALL MEET THE FOLLOWING GRADATION BY DRY WEIGHT COMPACT SOIL TO 85%MAXIMUM.PLANT GRASS.THE AMOUNT OF CONSTRUCTION IS IN PROGRESS. FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT PROJECT MINIMUM PERCENT PASSING 2":100% COMPOST OR OTHER SOIL AMENDMENTS USED VARIES BY SOIL TYPE AND 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED COMPLETION,DEMONSTRATE THE FOLLOWING: MINIMUM PERCENT PASSING V:99% ORGANIC MATTER CONTENT.IF THERE IS A GOOD POSSIBILITY THAT SITE PLANS.ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL MINIMUM PERCENT PASSING 5/8":90% CONDITIONS MAY ALREADY CONTAIN A RELATIVELY HIGH ORGANIC FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% MINIMUM PERCENT PASSING'''W:75% CONTENT,THEN IT MAY BE POSSIBLE TO MODIFY THE PRE-APPROVED RATE REVISIONS 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN DRY WEIGHT IN PLANTING BEDS,AND 5%ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE DESCRIBED ABOVE AND STILL BE ABLE TO ACHIEVE THE 5%ORGANIC ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL PH BETWEEN 6.0 AND 8.5(TMECC 04.11-A)."PHYSICAL CONTAMINANTS"(AS CONTENT TARGET. a c1 THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE.IT IS THE UNDISTURBED SOIL.THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF DEFINED IN (n (n ro o SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF WAC 173-350-100)CONTENT LESS THAT 1%BY WEIGHT(TMECC 03.08-A)TOTAL, • THE FINAL SOIL MIX(INCLUDING COMPOST AND SOIL)SHOULD HAVE AN N OF ALL UTILITY LOCATIONS. INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. NOT TO EXCEED 0.25 PERCENT FILM PLASTIC BY DRY WEIGHT. INITIAL SATURATED HYDRAULIC CONDUCTIVITY LESS THAN 12 INCHES PER 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 HOUR,AND A MINIMUM LONG-TERM HYDRAULIC CONDUCTIVITY OF 1.0 Lu O DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID MINIMUM ORGANIC MATTER CONTENT OF 40%(TMECC 05.07-A"LOSS ON INCH/HOUR PER ASTM DESIGNATION D 2434(STANDARD TEST METHOD FOR LLI >_ ru SERVICE(1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. STRATIFIED LAYERS,WHERE FEASIBLE. IGNITION) PERMEABILITY OF GRANULAR SOILS)AT 85%COMPACTION PER ASTM Z Lu N o a N 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL SOLUBLE SALT CONTENT LESS THAN 4.0 DS/M(MMHOS/CM)(TMECC 04.10-A DESIGNATION D 1557(STANDARD TEST METHOD FOR LABORATORY REPRESENTATIVES OF THE CITY OF IT SHALL BE THE CONTRACTOR'S "ELECTRICAL CONDUCTIVITY,1:5 SLURRY METHOD,MASS BASIS") COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT.INFILTRATION RATE AND HYDRAULIC CONDUCTIVITY ARE ASSUMED TO BE RESPONSIBILITY TO COORDINATE ANDD SCHEDULE E APPROPRIATE INSPECTIONS,ALLOWING 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC Z PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT CONTENT REQUIREMENTS: MATURITY INDICATORS FROM A CUCUMBER BIOASSAY(TMECC 05.05-A APPROXIMATELY THE SAME IN A UNIFORM MIX SOIL.NOTE:LONG TERM LL,I OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT "SEEDLING EMERGENCE AND RELATIVE GROWTH)MUST BE GREATER THAN SATURATED HYDRAULIC CONDUCTIVITY IS DETERMINED BY APPLYING THE INSPECTION. a. THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES 80%FOR BOTH EMERGENCE AND VIGOR") APPROPRIATE INFILTRATION CORRECTION FACTORS AS EXPLAINED UNDER 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL CAN BE MET ONLY USING COMPOST MEETING THE COMPOST BELOW,WITH "DETERMINING BIORETENTION SOIL MIX INFILTRATION RATE"UNDER BMP TIMES BY CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR STABILITY OF 7 MG CO2-C/G OM/DAY OR BELOW(TMECC 05.08-B"CARBON T7.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.959). Z STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. MANURE.THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER DIOXIDE EVOLUTION RATE") Z 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"AS-BUILT"PLANS SHOWING CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW ALL FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION 25:1.THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR CARBON TO NITROGEN RATIO(TMECC 05.02A"CARBON TO NITROGEN RATIO" • THE FINAL SOIL MIXTURE SHOULD HAVE A MINIMUM ORGANIC CONTENT OF COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES OF RED-LINED PLANS TO PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET WHICH USES O4.01"ORGANIC CARBON"AND 04.02D"TOTAL NITROGEN BY 5%BY DRY WEIGH TPER ASTM DESIGNATION D 2974(STANDARD TEST o THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. SOUND LOWLANDS REGION. OXIDATION")OF LESS THAN 25:1.THE C:N RATIO MAY BE UP TO 35:1 FOR METHOD FOR MOISTURE,ASH AND ORGANIC MATTER OF PEAT AND OTHER PLANTINGS COMPOSED ENTIRELY OF PUGET SOUND LOWLAND NATIVE ORGANIC SOILS)(TACKETT,2004). F b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF SPECIES AND UP TO 40:1 FOR COARSE COMPOST TO BE USED AS A SURFACE COMPOSTED MATERIAL MEETING(A.)ABOVE;OR OTHER ORGANIC • ACHIEVING THE ABOVE RECOMMENDATIONS WILL DEPEND ON THE SPECIFIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO MULCH(NOT IN A SOIL MIX). SOIL AND COM-POST CHARACTERISTICS.IN GENERAL,THE N p SWPP NOTES: REQUIREMENTS,AND NOT EXCEEDING THE CONTAMINANT LIMITS RECOMMENDATION CAN BE ACHIEVED WITH 60%T065%LOAMY SAND MIXED ct Ld Cm 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN DOES IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS,IN WAC 173-350-220. WITH 25%TO 30%COMPOST OR 30%SANDY LOAM,30%COARSE SAND,AND >0 NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE DESIGN. STORM DRAINAGE NOTES: 30%COMPOST. 4 Q 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN m 3 THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE TO BE ESTABLISHED. ACCORDANCE WITH THESE APPROVED PLANS AND CITY STANDARDS AND THE FINAL SOIL MIXTURE SHOULD BE TESTED PRIOR TO INSTALLATION FOR SITE.AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR FERTILITY,MICRONUTRIENT ANALYSIS,AND ORGANIC MATERIAL CONTENT. p F THE CITY INSPECTOR AT THEIR REQUEST. IMPLEMENTATION OPTIONS: APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE • CLAY CONTENT FOR THE FINAL SOIL MIX SHOULD BE LESS THAN 5%. U W 3. THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING PUBLIC AGENCIES. N¢ CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT ONE OF THE METHODS LISTED BELOW: 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY COMPOST MUST NOT CONTAIN BIOSOLIDS,MANURE,ANY STREET OR W SEDIMENT-LADDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM,LEAVE THE SITE,OR 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT STANDARDS AND SPECIFICATIONS.ACCEPTABLE STORM DRAINAGE PIPE MATERIALS HIGHWAY SWEEPINGS,OR ANY CATCH BASIN SOLIDS. w VIOLATE APPLICABLE WATER QUALITY STANDARDS.MAINTENANCE,REPAACEMENT,AND FROM COMPACTION DURING CONSTRUCTION. INCLUDE CONCRETE,PVC,HDPE,AND DUCTILE IRON.CORRUGATED METAL PIPES • THE PH FOR THE SOIL MIX SHOULD BE BETWEEN 5.5 AND 7.0(STENN,2003). UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL (GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE IF THE PH FALLS OUTSIDE THE ACCEPTABLE RANGE,IT MAY BE MODIFIED CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE HA "PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED RATES BASED ON DIRECTED BY THE CITY. WITH LIME TO INCREASE THE OR IRON SULFATE PLUS SULFUR TO 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN THE TESC PLAN,SHALL BE LOWER THE PH.THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY J of CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION.NO TESTS OF THE SOIL AND AMENDMENT. 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL �A`� DISTURBANCE BEYOND THE FENCED FLAGGED CLEARING LIMITS SHALL BE PERMITTED. PIPE TYPES,EXCEPT DUCTILE IRON.BEDDING MATERIAL FOR DUCTILE IRON PIPE INTO THE SOIL PRIOR TO USE IN LID AREAS(LOW-IMPACT DEVELOPMENT O o"A z THE FENCING AND/OR FLAGGING SHALL OF CENTER,2004. )BE MAINTAINED BY THE CONTRACTOR FOR THE 3. STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR SHALL MEET THE REQUIREMENTS OF THE CITY'S STANDARDS AND SPECIFICATIONS DURATION OF THE CONSTRUCTION PROJECT. TO PLANTING.STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO (CHAPTER 4). • THE SOIL MIX SHOULD BE UNIFORM AND FREE OF STONES,STUMPS,ROOTS, 337'5 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING OR OTHER SIMILAR MATERIAL LARGER THAN 2 INCHES. THE ANTICIPATED SITE CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,THESE TESC DEFAULT"PRE-APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. SHALL BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY.ALL OTHER ONALG ^� FACILITIES SHALL BE UPGRADED AND ADDED TO AS NEEDED,FOR UNEXPECTED STORM AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY. • WHEN PLACING TOPSOIL,IT IS IMPORTANT THAT THE FIRST LIFT OF TOPSOIL EVENTS AND TO REFLECT CHANGED CONDITIONS,AS REQUIRED BY THE CITY. 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY IS MIXED INTO THE TOP OF THE EXISTING SOIL.THIS ALLOWS THE ROOTS TO h' 6. THE CONTRACTOR SHALL PROVIDE THE CITY 24-HOUR EMERGENCY CONTACT MEET THE REQUIREMENTS INSPECTOR,THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY,THEN IT PENETRATE THE UNDERLYING SOIL EASIER AND HELPS PREVENT THE PHONE NUMBER OF THE CONTRACTOR'S CERTIFIED EROSION CONTROL SUPERVISOR SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING FORMATION OF A SLIP PLANE BETWEEN THE TWO SOIL LAYERS. PRIOR TO STARTING CONSTRUCTION. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE MATERIAL TO SUPPORT THE PIPE. SOIL COMPONENT: 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND SAME SITE.SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. QUALITY STANDARDS,AND IS NOT COMPACTED,DOES NOT NEED TO BE MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION.STUB-OUTS THE TEXTURE FOR THE SOIL COMPONENT OF THE LID BMP SOIL MIX SHOULD BE to 8. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT AMENDED. SHALL BE MARKED WITH A 2"X4"WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED LOAMY SAND(USDA SOIL TEXTURAL CLASSIFICATION). cc W UNWORKED FOR MORE THAN TWO 2 DAYS SHALL BE IMMEDIATELY COVERED BY MULCH, "STORM".LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON THE F () COMPOST COMPONENT: SOD OR PLASTIC COVERING.BETWEEN MAY 1 AND SEPTEMBER 30,DISTURBED AREAS Q COMPOST AS-BUILT PLANS SUBMITTED TO THE CITY. O THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7)DAYS SHALL BE TO ENSURE THAT THE BSM WILL SUPPORT HEALTHY PLANT GROWTH AND 6. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE FOLLOW THE SPECIFICATIONS FOR COMPOST IN BMP T7.30:BIORETENTION ~ M Z IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. ROOT DEVELOPMENT,CONTRIBUTE TO BIOFILTRATION OF POLLUTANTS,AND PLANS AND APPROVED BY THE CITY.THE USE AND INSTALLATION OF INLETS IS CELLS,SWALES,AND PLANTER BOXES(P.959) 1Z 1N W N Z 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS, NOT RESTRICT INFILTRATION WHEN USED IN THE PROPORTIONS CITED DISCOURAGED. SO Q J LuPRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 HEREIN,THE FOLLOWING COMPOST STANDARDS ARE REQUIRED. 7. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER 2 m Lu F INCHES. SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/4 Lu F Q V 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY MEETS THE DEFINITION OF"COMPOSTED MATERIAL"IN WAC 173-350-100 AND INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY J Q N SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL COMPLIES WITH TESTING PARAMETERS AND OTHER STANDARDS IN WAC STANDARD DETAILS. W = Z F MEASURES,SHALL PROVIDE ADEQUATE STORAGE CAPACITY,AND SHALL BE CLEANED OUT 173-350-220. 8. ALL GRATES SHALL BE MARKED"OUTFALL TO STREAM-DUMP NO Y 0 O F_ ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT FACILITY IS TO ULTIMATELY POLLUTANTS".ALL SOLID COVER SHALL BE MARKED"DRAIN".ALL CATCH BASINS AND W FUNCTION AS AN INFILTRATION SYSTEM,THE FACILITY SHALL NOT BE USED AS A PRODUCED AT A COMPOSTING FACILITY THAT IS PERMITTED BY THE MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER LLI ♦L W Q TEMPORARY SETTLING BASIN. JURISDICTIONAL HEALTH AUTHORITY.PERMITTED COMPOST FACILITIES IN CITY STANDARD DETAILS. to Z V 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST WASHINGTON ARE INCLUDED ON A LIST AVAILABLE AT 9. ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN) L) W N J J GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 LBS PER HTTP:/NVWW.ECY.WA.GOV/PROGRAMS/SWFA/ORGANICS/SOIL.HTML SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. W Z r CC Q ACRE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, Q Ir 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL THE COMPOST PRODUCT MUST ORIGINATE A MINIMUM OF 65 PERCENT BY INLET AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO _j Lu Z BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER ACRE. VOLUME FROM RECYCLED PLANT WASTE COMPRISED OF"YARD DEBRIS," CURB INSTALLATION AND/PAVING. 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY "CROP RESIDUES,"AND"BULKING AGENTS"AS THOSE TERMS ARE DEFINED IN 11. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN W W('u WORKING WITH THE SOIL STOCKPILE,STABILIZATION BY GROUND COVER BMPS SHALL WAC 173-350-100.A MAXIMUM OF 35 PERCENT BY VOLUME OF OPERATION PRIOR TO,OR IN CONJUNCTION WITH,ALL CONSTRUCTION ACTIVITY, OCCUR AT THE END OF EACH WORK DAY. "POST-CONSUMER FOOD WASTE"AS DEFINED IN WAC 173-350-100,BUT NOT UNLESS OTHERWISE APPROVED BY THE CITY. 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF INCLUDING BIOSOLIDS,MAY BE SUBSTITUTED FOR RECYCLED PLANT WASTE. 12. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL A MAXIMUM WATER DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR STABLE(LOW OXYGEN USE AND CO2 GENERATION)AND MATURE(CAPABLE OF VINYL COATED CHAIN LINK FENCE. THE DURATION OF THE PROJECT. SUPPORTING PLANT GROWTH)BY TESTS SHOWN BELOW.THIS IS CRITICAL TO 12. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED, DATE: 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE PLANT SUCCESS IN A BIORETENTION SOIL MIXES. BEDDED OR SEEDED AND IN OPERATION PRIOR TO,OR SODDED IN CONJUNCTION CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC WITH,ASPHALT PAVING.THE VEGETATION IN THE BIO-SWALE MUST BE WELL 05/22/23 MEASURES BECOME DAMAGED. ESTABLISHED BEFORE PAVING BEGINS. JOB#: 16. UPON COMPLETION OF THE PROJECT,ALL BMP'S SHALL BE REMOVED FROM THE 13. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND SITE AND RIGHT OF WAY. IF BMP'S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER CATCH BASINS SHALL BE FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE 23_049 PROTECTION,ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE CITY INSPECTOR. CITY'S ACCEPTANCE OF THE PROJECT. 17. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED 14. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS CONSTRUCTION DRAWING APPROVAL STATE TO THE MAXIMUM EXTEND PRACTICABLE.ALL AREAS SUBJECT TO CLEARING AND NOT ALLOWED,AS THE DESIGN IS BASED ON NATURAL SOIL IN THE ORIGINAL ro GRADING THAT WILL NOT BE CONVERED BY IMPERVIOUS SURFACE,INCORPORATED INTO A LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED DRAINAGE FACILITY OR ENGEINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT THE CONSTRUCTION. PER THE CONDITIONS ON THE TITLE SHEET. PROJECT COMPLETION,DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN T5.13 OF THE 15. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS 2014 SWMMWW,POST CONSTRUCTION SOIL QUALITY AND DEPTH. DIFFERENT FROM THAT SHOWN IN THE PLANS DURING INFILTRATION SYSTEM BY.. Know what's below. INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. DEVELOPMENT SERVICES MANAGER Cell before you dig. DATE: A w THIS APPROVAL VALID FOR 18 MONTHS `/■ ■O P:\WORKTROJECTS\2023\23-049 MCGRANAHAN-EAGLE CRK\CE\DWG\SHEETS\C4.0 NOTES.DWG 5/19/2023 i•� 1" DIM PER PLAN E VISIBILITYINON SLIP GROOVES,TYP architect_ MCGRANAHAN ARCHITECTS 1114"DIAMETERSTD eQ civil engineer_ STEEL BOLLARD WITH YELLOW SAFETY STEEL PIPE POST o < ad o HARMSEN AND ASSOCIATES.INC POLYETHYLENE BOLLARD COVER AND HANDRAIL PER - Pam, NOSING BAR,TYP a CONCRETE STEP e l e c t r i c a l e n g i n e e r_ n u BCE ENGINEERS,INC. 4"CRUSHED SURFACE o odular building manf CONCRETE FOOTING :a<6 TOP COARSE m ._ e11 BLAZER INDUSTRIES.INC.-PACIFIC MOBILE ' g m � 1/2"RADIUS,TYP a na < C NON-SHRINK GROUT CONCRETE/ASPHALT DRAIN BOX MIN BOLLARD DETAIL �� HANDRAIL DETAIL STAIR DETAIL Scale:1"=T-0" Scale:1 1/2"=l'-W V Scale:3'=V-0" J 7359 REGISTERED \ \ ARCHITECT CHRISTOP ERJ.UULEY STATE O WASHINGTON 1'-3"HANDRAIL EXTENSION,TY PORTABLE STD STEEL PIPE 1 HANDRAIL,SEE (`�l� fi A1.00 CONCRETE STAIR CONCRETE STAIR AND LANDING Be AND LANDING ASPHALT 5 J - � STD STEEL PIPE HANDRAIL EACH L= II L SIDE project_ III III IIHII III III IIF=m III III ""' EAGLE CREEK ELEMENTARY- III III—III III III III III—III—III—I—I—. _ ' —II I—III=111=1I1=1I1=III=111=1I1=1I1=11I IIGI I I=— i—i—i—i (1)T 11" BOLLARD,TYP, PORTABLE I II 1111�111=111�11=11�11�111�11�11=11�1 —III—Ill�lk SEE L f, lien —III—III��I�IGIII-1II�II�IGIII=III-1II�IGII III�II��I�IGII ct_ ARLINGTON PUBLIC SCHOOLS 3 A7.00 A1.00 P11— STAIR SECTION STAIR PLAN ARLINGTON,WA location Scale:1/2"=1'-V S Scale.1/2'=1'-0" 2 Project No2010.330 STAIR PLANS, A,QBO STAIR SECTIONS AND DETAILS PORTABLE CONCRETE STAIR AND LANDING STD STEEL PIPE STD STEEL PIPE HANDRAILEACH s s u e d_ HANDRAIL,SEE A1.00 SIDE BID PERMIT SET 22 MAY 23 revision_ CONCRETE STAIR AND LANDING U ASPHALT U o q-0 7T III=T� 65 lII�III—I�IIII�II III—III�I ICI III II III-7Gi—�I II�oI i�C71C� nIY�� n In II �C71C � drawn_ 3 DAS A1.D0 Pawec e c h ecked_ ' STAIR S�ONSTAIR PLAN Scale:1I2"=V-0' sheet ORIGINAL SHEET IS 36"x 24" copyright 2023 A1.00 all rights reserved 18FBS2300070 ils W 0 Ido ( O a BU 0 R 0 (o C k ES Arlington SD Eagle ree ❑ P 0 ❑ ❑ ❑OO 0 0o 0 4O 0 4 0 O 0 4 O Applicable Codes: WASHINGTON: Site Address: Eagle Creek Elementary School Builder: Blazer Industries, Inc. T-1 Title Sheet 2018 International Building Code with WA Amendments 1216 E. 5th Street PO Box 489 2018 International Mechanical Code with WA Amendments 2018 Uniform Plumbing Code by IAPMO with WA Amendments Arlington, WA 98223 Aumsville, OR 97325 G-1 NLEA's 2020 National Electrical Code with WA Amendments Snohomish County Contact: Jamie Holmes 2018 Washington State Energy Code Phone: (503) 749-1900 A-0.1 Door & Window Schedule, Interior Elevations g gy Dealer: Pacific Mobile Fax: (503) 749-3969 2009 ICC Al 17.1 Accessibility Standard 13806 45th Ave. NE E-mail:james@blazerind.com A-1 Floor Plan Marysville, WA 98271 Type of Construction: VB Mechanical Engineer: Eric Knowles, P.E. Building Engineer: Rock Shetler, P.E. A-2 Section, Material List & Fastening Schedule Solarc Energy Group Blazer Industries, Inc. Description: Classroom 1501 E. Madison, Suite 200 PO Box 489 A-3 Exterior Elevations Seattle, WA 98122 Aumsville, OR 97325 Phone: 206 395-4743 Phone: 503 749-1900 A-4 Details Q Occupancy: E ( ) Phone: (503) E-mail: EricK@solarcenergygroup.com E-mail: rock@blazerind.com A-5 Reflected Ceiling and Details o Floor Area: 1673 square feet M-1 Mechanical Plan Gross Wall Area: 1538 square feet N M-2 Mechanical Schedules &Notes Occupant Load: 77 (Education 1536 Net SF/20 SF/P) STATE OF WASHINGTON N DEPT.OF LABOR AND INDUSTRIES P-1 Plumbing Schematics and Information Job Number: 20355 - 20356 SPECIALTY COMPLIANCE SERVICES DIVISION FACTORY ASSEMBLED STRUCTURES HoLoEoAo ' s PLAN APPROVAL#18FBS2300070 E-1 Electrical Power Plan T Washington SUBJECT TO FIELD INSPECTION OVERSIGHT SEE SHEET G-1 OR VIOLATION OF RCW IS NOT INCLUDED 23 E-2 Electrical Lighting Plan Climate Zone: 4c BY: Terry L Kleier DATE: g g EXPIRATION DATE: 06/30/2023 Q0 E-3 Electrical Schedules and Notes X O N S-1 Foundation Plan and Details Q ❑ Q Q 4 O Q STATE OF WASHINGTON _(D O O 4 O DEPT.OF LABOR AND INDUSTRIES 0- FACTORY ASSEMBLED STRUCTURES I • The Structural Design Details Herein are Specific to the Building Size and Module ELECTRICAL PLAN REVIEW Configuration Shown on the Floor Plan of These Drawings. o Roof.......................30 psf(Snow) w gs. PLAN APPROVAL#18FBS2300070 C • No Authorization is Given or Implied for use of the Modules in the Initial or Subsequent BY:Jason Summers DATE: 06/10/2023 2 Wind ......................110 mph Exposure "C" ( V ) EXPIRATION DATE: See main plan examiner stamp Installation Which Results in a Building Size or Installed Module Configuration Different SUBJECT TO CODE AND FIELD INSPECTION Q Floor 40 psf or 1000 lb Than Shown on These Drawings. ...................... Q0 Ln Seismic .................. Site Class D, Sams=1.200, @i=0.680 • This Building will be sited a minimum of 10 feet from all Property Lines and 10 feet from LO any assumed Property Lines between existing structures on this site. Risk Category 11 STATE OF WASHINGTON 05��2�2023 i • Site contractor bears responsibility for providing an accessible route to this structure in cn DEPT.OF LABOR AND conformance with applicable building code and accessibility standards. INDUSTRIES p FAS PLAN s APPROVED REVIEW/SECTION G<1 o • WAS Project close out documentation including, but not limited to, applicable calculations SUBJECT TO CO 06/12 TO CODE awl°� energy compliance reports, fenestration NFRC rating certificates and O & M manuals is AN y , D FIELD INSPECTION required to be delivered to the building owner within 90 days of their receipt of the F certificate of occupancy. "0'10 35006 ww� oGIS T V, SSIONAL j COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: ■■ 3i NOT BE REPRODUCED, USED, OR DISCLOSED - ahVg1NZDUST=RlES,lNC. 28x64 ARL I N GTO N S D - EAGLE CREEK E S TO OTHERS EXCEPT AS AUTHORIZED BY THE �� P.O.BOX 489 www.blazerind.com Drawn By: MKL = DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. 1 ■■ 945OlneySt. ■ Aumsville,OR 97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 5/11/2023 N O N � Page 8 of 110 Expires 06/30/2023 18FBS2300070 A A On [M Contact the local Authority Having Jurisdiction for onsite permitting and inspection requirements. 1. Foundation plan review and inspection. 2. Air barrier test. 3. An accessible route shall be provided to the building area as required in IBC section 1104. 4. Electrical connection to service. 5. On-site electrical service grounding, electrode system and bonding. 6. Required arc flash labeling per NEC 110.16 7. Available fault current field markings per NEC 110.24. 8. Accessible plumbing fixtures required by IBC 2902.1 and 2902.5 but not shown in :5 this building shall be conveniently located in an adjacent accessible building located Q co on the same property and the path of travel distance to such facilities shall not exceed 500 feet. 0 0 9. Plumbing connection to service, and completion of underfloor plumbing. 10. Installation of heat tape, when required. 0 11. Fire extinguisher installed near exterior door on site when required. 12. Smoke detection and fire alarm system permit, review, testing and inspection per AHJ. Chases are provided by the factory. The design, systems, installation, testing LO and inspections are all provided on site by others. The chase locations are shown on ^ the electrical plan sheets. 13. Register airflow test and balancing of HVAC system to be performed by others on site per IMC 401.7. 14. Ridge-venting, insulation, vapor barriers, air barriers and draftstopping at marriage X line installed on site. co N 15. Mid-span floor support. 16. Belt rail, Bituthene 4000 and PT plywood at belt rail installed on site by others. 17. Site completion or installation of siding, roofing, exterior/interior trim, floor covering Q) and any electrical, plumbing or mechanical crossover connections as they pertain to w mod connections. 18. Site installed gutters & downspouts or roof drains as applicable. 19. Per WAC 296-15OF: The on-site installation of interior equipment and appliances associated with the modular unit shall be completed under permit and inspection ° with the local building department. Q STATE OF WASHINGTON Q0 DEPT. OF LABOR AND U I) INDUSTRIES LO FAS PLAN REVIEW/SECTION CD APPROVED co 06/12/2023 T SUBJECT TO CODE AND FIELD INSPECTION Cn F 0 0 0 j COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED — 28x64 ARL I N GTO N SD - EAGLE CREEK ES ■■ INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE �� P.O.BOX 489 www.blazerind.com Drawn By: MKL G= 1 DATE I REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR 97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 51312023 N O N � Page 9 of 110 Expires 06/30/2023 18FBS2300070 STYLE QTY. SIZE DESCRIPTION LOCK REMARKS DOORS INSULATED GALV. STEEL SS BBR'G NRP HINGES O A 4 30 68 w/ WELDED STEEL JAMB SFIC TEXTURED PAINT FINISH AND WEATHERSTRIPPING CYLINDER AND PANIC DEVICE DEFAULT .37 U—FACTOR 8" x 32" LITE O g 2 3 0 6 8 SOLIDCORE VINYLWRAP PRIVACY STANDARD HINGES w/ TIMELY FRAME LEVER VW OAK FINISH 40" 3 SOLIDCORE VINYLWRAP PASSAGE STANDARD HINGES 12" 24 % B 1 3 0 6 8 w/ TIMELY FRAME LEVER I VW OAK FINISH 42" 12" 00 NOTES: —DOOR HARDWARE SHALL BE COMPLIANT WITH ICC A117.1-2009 SECTION 404.2.6 —INTERIOR DOORS TO BE 13/4" THICK o —PROVIDE WALL BUMPERS FOR INTERIOR DOORS —DOOR HARDWARE TO HAVE SATIN CHROME/ALUMINUM TYPE FINISH Xcn Q 00 Z C11/�/d Q o - J H Q Q WINDOWS HORIZONTAL SLIDER — DUAL GLAZE — LOW "E" 0 z < 3 O 4 72 x 48 MILGARD— WHITE VINYL FINISH—ARGON—TEMPERED—MINI BLINDS _ o _j NFRC 0.25 U—FACTOR, SHGC = 0.30, VT=0.56 00 i_ � IT i N WITH SCREENS. i NOTES: 24" MIN. —GALVANIZED FLASHING INSTALLED UNDER EXTERIOR TRIM ABOVE WINDOWS 42 ' Max. ALLOWABLE 1722 421-2" 16" 30' CLEAR TP LOCATION TOE SPACE 36" CLEAR TANKLESS WATER HEATER 7" 72" VIEW 'A' VIEW 'B' 6 36" 36" " GLAZE ACCESSIBLE RESTROOM 3/8 =1'-0" Li _ // NOTE: O N �� // 00 T / T —TP DISPENSER PROVIDED AND INSTALLED ON SITE BY OTHERS 0 O O w / 00 00 N / Q / � J WASHINGTON \ O / 3'-0" DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS AND OTHER Q OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY O O T o� END OF WALL TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF o SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES NOTE: DOOR SWINGS MAY BE MIRRORED. REFER TO FLOOR PLAN MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE N FROM BOTH SIDES. [ICC A117.1-2009 SECTION 404.2.61 O N O \ NOT INCLUDING OPAQUE DOORS, TYPE N � THE VERTICAL FENESTRATION AREA, T 1— TOE z XX < SHALL NOT EXCEED 30%OF THE GROSS ABOVE GRADE WALL AREA. [WSEC (H 1223) Section C402.4.1] o - 00 , 91. Q N THE VERTICAL FENESTRATION AREA, NOT INCLUDING OPAQUE DOORS, O O O O /// MAX SHALL NOT EXCEED 40% OF THE GROSS ABOVE GRADE WALL AREA. [2021 / ILL U OEESC SECTION 5.5.4.2.1 AND TABLES 5.5-4 AND 5.5-51 18" 30% 9" CLEAR EXIT '/ _ w _j 0 a SPACE FENESTRATION AND DOORS SHALL HAVE AN AIR LEAKAGE RATE / o c LL Z Z O COMPLYING WITH 2O21 OEESC TABLE 5.8.3.2. w w co LL ,� w Q H 00 TANKLESS WATER HEATER Z a (n LU LU N cv 0 .�:,: 0 DOOR `� OU Cy 2 Q Q J c 11 HARDWARE �� W � 2 m Q LAVATORY ELEVATION RESTROOM LOCATION ° 3 EXIT o 0 0 0 ~ m N /8 SIGN = J SIGN 0 w 0 "ADARR" o wLU STATE OF WASHINGTON o U) SIGN ° DOOR SIGNAGE LL DEPT.OF LABOR AND 0 z ILL CENTERED IN INDUSTRIES r18"X18" U r18°X18° w = CLEAR FLOOR SPACE o FAS PLAN REVIEW/SECTION CLEAR I !CLEAR! 0 Z 18"x18"CLEAR FLOOR SPACE(CAN APPROVED EXIT IADARRIOPENING 06/12/2023 ON PUSH SIIDEOOF DOOR F Q SUBJECT TO CODE LIMITED WALL SPACE) Q0 AND FIELD INSPECTION "iI SIGNS AT DOORS: ICC /ANSI A117.1 - 2009 703 U) LO o TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 mm) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, T MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (1524 mm) MAXIMUM ABOVE THE FINISH FLOOR OR co GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. Q) U T O O Cn F O O O T COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED - 0—grtIN 28x64 ARL I N GTO N SD - EAGLE CREEK ES 0 ■■ DUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE AMA, P.O.BOX 489 www.blazerind.com Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 9450ineySt. ■ Aumsville,OR97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 51312023 AMON11 O N � Page 10 of 110 Expires 06/30/2023 18FBS2300070 1 2 64'-0" 2 3'-9" 1'-4" 1'-4" CRAWL SPACE 31'-9" 40'-3" LOADING VENT EXHAUST FAN END SEE DETAIL 1/M-2 2x4 FRAMED IN 4 CORNER TO CEILING A-2 PL WAINSCOT WASTE/WATER HEIGHT TO 4'-0" AFF STUB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — A co I I I � 7 - CRAWL SPACE VENT / A ADARR, 1 J / ` INTAKE, SEE DETAIL Q ' 1/M-2 (SIM) j 1 52 SF I 3 56 SF A-0.1 B TANKLESS 00WAifER X 2x4 FRAMED IN HEATER v ` R11 FIBERGLASS BATT CORNER TO CEILING ELECTRIC I INSULATION AT RESTROOM HEIGHT PANEL 2 - 2 WALLS TO BOTTOM OF j I RAFTERS f8"XI 8" MLLEAR O Cc IUNRREXI 2 I A-0.1 0 A-0.1 �o CLASSROOM TANKLESS ALIGN OPP�SIM I _ CLASSROOM I n WATER N - II HEATER © I 768 SF 768 SF — — — — — — — — — — — — — — — — w 1 0 2 ICSTL 1 Q A-4 I A-4 1 M2 a- ro A-4 cn EC226 EC226 �N I (3) I I I > I N O I T I o IZ—R11 FIBERGLASS BATT o INSULATION AT CROSSWALL 1 I TO BOTTOM OF RAFTERS\\CDNNN OI �S�o wJU j 18"x18" II 1I18"x18"jI I�w O Lu C7 CLEAR CLEAR [--X — EXIT EXIT 1 I C Q L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — 7 1 1 � A A-2 12" ROOF X 31'-11" OVERHANG, TYP. 00 N e n > >e � 8 —0 18'-0" 28'-8' 35 —3 46e—0' 56e—0" FLOOR PLAN 0 w I o ST2215 WITH SCALE: 1/4" = V-0" 6— 0.148 x 1Y2" C NAILS EACH END ° GABLE END RAFTER NOTES: —THE TOP PLATES OF THE INTERIOR WALLS CAN SPAN A MAXIMUM OF 10'-0" BEFORE REQUIRING BRACING STATE OF WASHINGTON Q TO THE ROOF STRUCTURE OR AN INTERSECTING WALL. DEPT. OF LABOR AND Q0 Ln 00 INDUSTRIES ` Y2" DIAMETER BOLT FAS PLAN REVIEW/SECTION 0 WITH 1Y2" DIA. WASHER APPROVED i 06/12/2023 05/12/2023 co w Y2" SPACER SUBJECT TO CODE oAND FIELD INSPECTION oG o WA � 1� 0 CHORD SPLICE DETAIL fir, o ����GIS T V, 0 11/„ _ 1'-0" �O $� 35006 ZONAL j COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED - 28x64 ARL I N GTO N SD - EAGLE CREEK E S 0 ■■ 06V INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE AMA, p.0.BOX 489 www.blazerind.com Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 511112023 N O N � Page 11 of 110 Expires 06/30/2023 18FBS2300070 FASTENING SCHEDULE MATERIAL LIST WALLS: ROOF: PLATE—TO—STUD 0.131 x 3" NAILS (3 PER 2x6, 2 PER 2x4) ROOFING. .... .... ... .ARCHITECTURAL SHINGLES OVER 2 LAYERS FLOOR' NON—PERF. 15# FELT APPLIED SHINGLE STYLE SHEETROCK—TO—STUD @ INTERIOR 0.091 x 2Y4" SHEETROCK NAILS @ 16"oc EDGE 2 x 8 FLOOR JOIST—TO—RIM MIN. OF 4 — 0.131 x 3" NAILS (SENCO KC27 OR EQUAL) —HIGH WIND APPLICATION— AND CONSTRUCTION ADHESIVE IN FIELD NOTE: "HIGH TEMP" SELF—ADHERED ROOFING VW TACKBOARD—TO—STUD @ INTERIOR 16 ga. x 2" WIDECROWN STAPLES (SENCO P21) @ 6"oc TOP & BOTTOM CLASS "A" BOTTOM BOARD—TO—JOIST 16 ga. x 3/8" WIDE CROWN @ 12" MAX. EDGES ONLY UNDERLAYMENT UNDER SHINGLES FOR 2'-0" FROM AND GLUE IN FIELD FLOOR DECKING—TO-2x JOIST 0.113" x 2%" RING SHANK @ 6" EDGE, 12" IN FIELD (SENCO GE-24). USE EACH EAVE TOWARD RIDGE, TYPICAL @ BOTH EAVES BOTTOM PLATE—TO—FLOOR 0.131 x 3" NAILS @ 8"oc (SENCO KC27 OR EQUAL) CONSTRUCTION ADHESIVE (AFG01) ON JOISTS —DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE ROOFS (IBC 1507.2.9.3). EXT. GYPSUM SHEATING—TO—STUD @ EXTERIOR 6d COATED NAILS @ 7"oc EDGE AND 7"oc FIELD ROOF• SHEATHING. .. .... ... .21" CDX PLYWOOD (32/16) Qi RIM—TO—RAFTERS MIN. OF 4 — 0.131 x 3" NAILS (SENCO KC27 OR EQUAL) SHEATHING—TO—STUD AT SIDEWALL 0.113x2$" NAILS @ 6" EDGE, 12" IN FIELD. ALL EDGES SUPPORTED BY FRAMING . ... . ... . ... .2 x 10 DF #2 RAFTERS @ 24"oc FRAMING OR BLOCKING. FURRING—TO—RAFTERS MIN. 4— M20 2 x 3 (MIN.) PLATES EACH SIDE WITH 2x INSULATION FURRING BELOW SHEATHING—TO—STUD AT ENDWALL SEE ENDWALL FASTENING NOTES ON ELEVATIONS ROOF RIM—TO—TOP PLATE 0.131 x 3" NAILS @ 8" oc. (SENCO KC27 OR EQUAL) RIDGEBEAM . . ....... .1Y2" x 24" LVL 2.0E (CONTINUOUS) LAP SIDING (PER MANUFACTURERS INSTALLATION INSTRUCTIONS) LEDGER—TO—RIDGEBEAM 0.131 x 3" NAILS @ 3" oc & 3 @ BUTT JOINTS (SENCO KC27 OR EQUAL) LEDGERS. .... ....... .2 x 4 TAPER CUT SENCO KC27 OR EQUAL RAFTER—TO—RIDGEBEAM 4 — 0.131 x 3" NAILS (SENCO KC27 OR EQUAL) RIMS. . .... .......... .2 x 6 CONTINUOUS LVL 2.0E THREE STUD CORNER CONNECTION 0.131 x 3" NAILS @ 12" ( ) WITH 2 x 10 VENT BLOCKING SHEATHING—TO—ROOF MEMBERS 16 ga. x 13/4" STAPLES @ 6" EDGE, 12" IN FIELD (SENCO N-19) AIR BARRIER NOTES: INSULATION. ... .... . .R38 CELLULOSE BLOW—IN OVER CLASS 'A' NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO RAFTERS. MATERIAL (AIR BARRIER COMPONENT) THESE KEY AREAS SHALL BE SEALED BY CAULKING, GASKETS, TAPE OR WEATHER—STRIPPING: OFFSET SHEATHING 4 ft. BLOCK EDGES OF ANY PIECES LESS THAN 24". NOTE: MIN. 1" AIR SPACE REQUIRED AT —JOINTS AROUND FENESTRATION (WINDOWS AND DOOR FRAMES): USE APPROPRIATELY SIZED BACKER ROD WITH MINIMUM ROOF SHEATHING. USE BAFFLES IF 2" LAP AT ENDS. REQUIRED FOR VENT CLEARANCE. —JUNCTIONS BETWEEN WALLS AT: MARRIAGE LINE CONNECTION: NOTE: ALL MARRIAGE LINES (DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) —BUILDING CORNERS: USE CAULKING CEILING. ... .... .... . .SUSPENDED T—BAR (PER IBC 808.1) —STRUCTURAL FLOORS: USE SILL SEAL OR CAULKING MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE. —ROOFS (AT RIM): USE SILL SEAL OR CAULKING VENTING. .... .... ... .SOFFIT AND RIDGE —PENETRATIONS OF UTILITY SERVICES THRU THE AIR BARRIER @ ROOFS, WALLS, AND FLOORS: USE CAULKING, SPRAY RIDGEBEAMS Y2" BOLTS w/ %" DIA. WASHERS @ 6'— 0" oc AND 8" FROM EACH END FOAM, OR AIR BARRIER TAPE. (MINIMUM 2" EDGE DISTANCE) SOFFIT . ... .... .... ."' FIBER CEMENT PANEL — PERFORATED AS REQ'D. —BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS: USE BACKER ROD, CAULK, SPRAY FOAM OR AIR BARRIER TAPE. RIM JOISTS Y2" BOLTS w/ 1Y2" DIA. WASHERS @ 4'-0" oc AND 8" FROM EACH END —JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDANTS: USE CAULK OR APPROVED TAPE. (MINIMUM 2" EDGE DISTANCE) DRAINAGE. ... .... ... .GUTTERS & DOWNSPOUTS PROVIDED & INSTALLED —RECESSED LIGHTING FIXTURES: USE CAULK OR SPRAY FOAM ONSITE BY OTHERS WALLS: C B A SIDING. .. . ... . .... .. .FIBER CEMENT LAP SIDING, 8" EXPOSURE 1 6 4 MOISTURE. .. .... .... .WRAP LOWER PORTION OF BUILDING WITH BITUTHENE LU26 HANGERS AT ALL RAFTERS 12 A-4 PROTECTION 4000 — WRAP BUILDING w/TYVEK BUILDING WRAP OVER NON—HEADERED SIDEWALL 2 3 OPENINGS WITH 6 — 10d x 1Y2" _ _ A-4 SHEATHING. .... .... . .5/8" EXTERIOR GYPSUM WITH TREATED CORE NAILS INTO LVL ROOF RIM 7/16" OSB (FROM SOFFIT TO PT PLYWOOD i — — _ 1/2" PT CDX AT BOTTOM OF WALLS Q _/ RIDGEBEAM BRACING FASCIA. ... .... .... . .1 x 6 SEE DETAIL 5/A-4 II u TRIM . . ... . ... . ... . .. .1 x 4 AT CORNERS, WINDOWS, DOORS AND MODLINE SEAL AT 6 FT. WIDE WINDOWS 124" / NOTE: 2"x2" GALV. FLASHING INSTALLED OVER SIDING ROOF —USE (2) 2x6 DF#2 FLAME SPREAD AND UNDER CORNER TRIM RIM TOP IS 25 OR LESS / WITH FILLERS FOR HEADER FRAMING. ... . . . . .EXT: 2 x 6 DF 3 or BETTER @ 16"oc No PLATE —USE TWO FULL HEIGHT STUDS # N AND ONE TRIM STUD AT EACH w INT: 2 x 4 DF @ 16"oc, PLUMBING WALL — 2x8 @ 16"oc \i SIDE OF WINDOW m TOP PLATE CONTINUOUS DF 2 OR LVL 2.0E \ � ( # ) CO O BACKER N ROD BOTTOM PLATE. ... . .2x DF I _ AROUND = O Q INTERIOR ONE DRY CUP PERM VAPOR INSULATION . .. . .EXT:R-21 UNFACED FIBERGLASS BATTS SIDE OF CD0 z O BARRIER ON THE WARM SIDE, INT:R-11 INSULATION BATTS @ CROSSWALL AND WINDOWS TYPICAL THRU—OUT BUILDING RESTROOMS TO BOTTOM OF RAFTERS I AND DOORS00 0 w Q00 O m INTERIOR FINISH. ... . .MATERIAL INSTALLED FROM STUDS OUT X o O LAYER 1: %" TYPE 'X' SHEETROCK (AIR BARRIER) 00 N CAULK WALL ~ LAYER 2: Y2" VINYLWRAP TACKBOARD (FINISH) CORNERS FROM 00 0 Q) TOP TO BOTTOM I ADD PLASTIC LAMINATE WAINSCOT ON TWO WALLS U AT INTERIOR PER CODE IN RESTROOMS NOTE: INSTALL GYPSUM ON GABLE ENDS ABOVE 0 SEAL 7 1 WALL COVER w AT FLOOR I RIM/BOTTOM i A-4 A-1 A-4 SHEAR STRIP .. .... . .SHIP LOOSE — z" PT CDX PLYWOOD o PLATE / — / BELT RAIL. . .... .... .SHIP LOOSE — "" PT CDX PLYWOOD V) C 00 / \ FLOOR: — / — COVERING. RR ONLY: SHEET VINYL MIDSPAN SUPPORT �^ , MIDSPAN SUPPORT / ALL ELSE: ON SITE BY OTHERS REQUIRED REQUIRED 6'-11" 6'-11" 6'-11" 6'-11" \� DECKING. .. .... . .1st:23/32" APA RATED STURD—I—FLOOR (AIR BARRIER COMPONENT) Ln 1 S-10" 1 S-10" 2nd:Y4" U—PLY X AT RESTROOMS LO 1 � /2" SPACE FRAMING. .... .... ... .2 x 8 DF#2 JOISTS @ 16"oc O i 06/02/2023 RIMS. . .... .... .... .. .2 x 8 LVL 2.OE (CONTINUOUS) WITH PT 2x8 AT U) STATE OF WASHINGTON EXTERIOR PERIMETER DEPT.OF LABOR AND Nj. S III INDUSTRIES CGS� WAS T� JOIST HANGERS. ... . .ON MOD LINE RIMS ONLY SECTION — A A FAS PLAN REVIEW/SECTION O . �I���� w APPROVED Q INSULATION. . ... . ... .R-30 (USE TWO LAYERS R15 FIBERGLASS) SCALE: 1/2" = V-0" 06/12/2023 =• BOTTOM COVER . .... CLASS "A" 0 SUBJECT TO CODE Cn AND FIELD INSPECTION �35006 w� NOTE: ALL PT PLYWOOD AND LUMBER SHALL BE TREATED WITH �� ��GI TVVk__ � WATER—BORNE PRESERVATIVES IN ACCORDANCE WITH AWPA STANDARD �SrIONAL � U1 TO THE REQUIREMENTS OF USE CATEGORY 4B (UC4B). j 6/1/2023 t CUSTOMER REVISIONS MKL COPYRIGHT2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved forConst: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM fora OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED - 28x64 ARL I N GTO N SD - EAGLE CREEK E S 0 ■■ INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE �� p.0.BOX 489 IV www.blazerind.com Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 61112023 A 2 O N � Page 12 of 110 Expires 06/30/2023 18FBS2300070 T T iL Li Z' FLASHING 16" L Ll6" MA MA . ----- -------------- --------------------- --- -------------- ----------- ---------------J WALL C ELEVATION ST2215 STRAP WHERE SHOWN w/7- 10d x Q2" NAILS AT EACH END SCALE: 1/4" = V-0" GWA=519 sf 2 1 EXHAUST VENTS 11 1 1 11 11 1111 11 11111 11 1111 11 11111 11 1111 11 11111 11 1111 11 11111 11 1111 11 111111-111 11111 1�111 fII I I�1111hi IIIII &I'll-11LI11 111 11 1111 11 11111 11 1111 11 11111 11 1111 11 11111 11 1111 11 11111 11 1111 11 11111 11 1111 111 t t :5 4-H4 LN I 0 FLOOR LINE - - - - - - - - - — - - - - - - - - - GROUND LINE N O N N Q1 2 ------- J CO 22'-0" 22'-0" I WALL A ELEVATION Q SCALE: 1/4" = 1'-0" GWA=519 sf � I I � OA G G OA N Q) ENDWALL FASTENING: 1. INSTALL MIN. 16" RATED SHEATHING 0- WITH ALL EDGES SUPPORTED AND w _ FASTENED WITH 0.113 x 23/8" NAILS @ ELECTRIC 6"oc EDGE, 12"oc FIELD / mmmm PANEL SIUE3 2. INSTALL ST2215 STRAPS WHERE SHOWN d Mir WITH 8- 10d x 1y2" NAILS EACH END OF ° ° EACH STRAP - a a Q Ln I `O TAG LOCATION TAG LOCATION 6' T CD L--------------------- ----------------------_j STATE OF WASHINGTON L---------------A------ j DEPT. OF LABOR AND 06/02/2023 INDUSTRIES p HgEl�Tlu FAS PLAN SECTION WALL 1 ELEVATION WALL 2 ELEVATION C) WAsAPPROVED p � O SCALE: 1/4" = V-0" GWA=250 sf 06/12/2023 SCALE: 1/4" = V-0" GWA=250 sf SUBJECT TO CODE z 0 AND FIELD INSPECTION r� F �"�� �, 35006 o �� �GISTV_ � SSI0NAL j 5/31/2023 i CUSTOMER REVISIONS MKL COPYRIGHT2023, BLAZER INDUSTRIES, INC. Approved forConst: Job No: 20355-20356 MODULAR THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED — 28x64 ARL I N GTO N SD - EAGLE CREEK E S ° TO OTHERS EXCEPT AS AUTHORIZED BY THE "� IN4DUSTRIES,INc. Drawn By: MKL om o DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. No P.O.BOX489 ille,O az 325- 48 WA Pacific Mobile ARLINGTON WA �� 945 Olney St. ■ Aumsville,OR 97325-0489 � Issue Date: 5/9/2023 A 3 r� N O N � Page 13 of 110 Expires 06/30/2023 18FBS2300070 2x4 x 2'-8" DF "STANDARD" RAFTER 12 TAIL ATTACHED TO SIDE OF RAFTER ROOF SHEATHING FASTENERS @ 1" 1" Y4% 6% 12" w/ THREE 0.131" NAILS EACH END 4"±oc EXCEPT AT VENT HOLES RIDGEBEAM UPLIFT PLATE 1 Y2" LVL 3�6» LVL e 12 - - RIDGEBEAM 2x10 BLOCKING e F 2 `� w/ (2) 2Y8"� VENT ° EXTEND ONE STUD UP ALONG N ° RIDGEBEAM AND FASTEN WITH ° - HOLE AT EACH (6) 0.131" x 3" NAILS OR EQUAL RAFTER BAY. � FASTEN TO ROOF 2x4 SUBFASCIA it 3/4"x 3Y2"x 12" STATE OF WASHIN ON RIM w/ DOUBLE i �1 x6 FASCIA STRAP BEARING PLATE ROW OF 0.131" x 3" SIMPSON ST2215 OR EQUAL. 3\" 3 SIDES i DEPT.OF LABOR D LVJ INDUSTRIES NAILS @ 4 oc USE (7) 0.148" x 1Y2" NAILS FASPLANREVIEW/SE TION AIR BARRIER PERFORATED EACH END OF STRAP WELDING: APPROVED BOTTOM ROOF RIM SOFFIT G.M.A.W. — AWS A5.18 06/12/202 GLUED BEARING WEDGE 1x2 TRIM F.C.A.W. — AWS A5.20 SUBJECT TO CO E AND FIELD INSPEC ION TACKBOARD 124 SHTG NAILS END COLUMN ALL WELDS TO BE SINGLE PASS 5/8" Y @ 6"oc USE DOUBLE 2x6 DF #2. FILLET BY CERTIFIED WELDER TO FORTHERMAL BARRIER FASTEN STUDS TOGETHER WITH A.W.S. D1.1 CODE. ® HSS3x3x3/6 COLUMN LAP SIDING, 8" DOUBLE ROW OF 0.131" x 3" 0.131 x 3" NAILS PER EXPOSURE NAILS OR EQUAL AT 8"oc. ASTM A500 Gr. C STEEL TUBE FASTENING SCHEDULE NAILS MAY BE ANGLED SLIGHTLY TO ASTM A36 STEEL PLATE OSB SHEATHING PREVENT NAIL PENETRATION THRU 6 SIMPSON SDS1 4x1Y2" SCREWS (TOP EAVE DETAIL EXT. GYPSUM NEXT COLUMN STUD ( ) / ) SHEATHING (4) SIMPSON SDS1/4x2Y2" SCREWS (BOTTOM) 1Y2" = 1'-0" (DRILL 5/6" HOLES) 3 2x4 DF #2 ROOF SHEATHING (3) 0.131" x 3" NAILS OUTLOOKERS @ 4'-0"oc FASTENERS @ 4"oc H3 CLIP @ EACH 2x4 OUTLOOKER 3 TIGHT FIT 2x6 w 3 8d x %" NAILS EACH WAY ADD TIGHT FIT 2x6 BLOCKING /4" x 3Y2 x 9" BLOCKING WITH / ( ) TO NEXT STUD AT WALL THIRD POINTS 3 3 SIDES BEARING PLATE I 1x6 FASCIA /6 (4) 0.131 x 3 Y4" x 3Y2" x 5" NAILS EACH END STRAP UPLIFT PLATE 2x4 SUBFASCIA S USE (7) 0.148" x 1IMPSON ST2215 OR EQUAL FLAT 2x4 & /6" FILLER Y2" NAILS RAFTERS�N ATTACHED TO EACH END OF STRAP o '! \ -- FLOOR 2x3 FURRING t„ OUTLOOKERS @ 4'-0"oc CONT. LVL RIM JOIST JOIST 124 SOFFIT AIR BARRIER RIM JOIST �>> 1"� TIGHT FIT 2x4 BLOCKS BETWEEN 1Y2" LVL FLOOR JOIST BLOCKING OUTLOOKERS 3 ENDWALL TOP PLATE—: 1x2 TRIM FASTENER SCHEDULE Q 12 MIN. (3) 0.131" x 3" NAILS NAIL SIZE QTY LOCATION SHTG NAILS @ 6"oc 'n ADD TIGHT FIT BLOCKING UNDER 2x6 BLOCKING LO 0.131" x 3" 5 EACH END NAILS @ 6"oc o COLUMN FOR FULL BEARING 0.131" x 3" 2 ROWS TO RIM AT SIDING JOINT LAP SIDING, 8" O AT 4"oc. EXPOSURE 1EC226 - END COLUMN DETAIL - DBL 2 x 6 ICSTL-1 M2: INTERIOR COLUMN DETAIL EOSBXT. SHEATHING N EXT. GYPSUM 2 0 1„ 1, 0" 1" 1'-0" SHEATHING 121 4 ENDWALL ROOF DETAIL 2 (12) 15ga. x 2Y2" STAPLES FASTEN SHEATHING TO VENT 1Y2" = 1'-0" (6 DRIVEN EACH WAY) 2x2 x 20" VENT BLOCKS -47 BLOCKS w/ ROOF SHEATHING AT 24"oc. FASTEN TO A OR B Q CONT. LVL RIDGEBEAM FASTENERS @ 4"oc RIDGEBEAM WITH 0.129" x 3" SHEATHING NAILS NAILS AT 5"oc MAX. @ EDGE PATTERN INSULATION ((DAND O SIMILAR) IL TJOIST JOIST 0.148 x 1Y2" _ — SIZE HANGER NAILS LAP SIDING Qo � _ — 2x8 LU26 6 0.131 x 3" NAILS `v 2x10 LU28 8 PER SCHEDULE Q) LSTA24 STRAP BENT OVER RAFTER RAFTER 2x12 LU210 10 FACTORY INSTALL BITUTHENE 4000 OVER 1/2" x 8' PT CDX PLYWOOD BRACE WITH (6) 8d x 1Y2" SHEATHING SEE NOTES BELOW NAILS TO BRACE AND 1/2" SPACER, CONT. ( ) (6) 8d NAILS TO BEAM w 2x4 DF "STANDARD" 5/16" x 2 NAILER FACTORY INSTALL rL �,, BRACES AT EACH z BOTTOM ROW OF LAP SIDING o OF EXTRA BOLTS - - o Q RAFTER AS SHOWN BELOW n IN COLUMN AREA 2x3 FURRING c * ADD BRACES AT 8'-0"oc. 2x4 LEDGER SITE INSTALL SHIPPED LOOSE 1/2" x NOT REQUIRED, \\� 10 3/4" PT PLYWOOD BELT RAIL OVER L le, MANUFACTURER'S OPTION I \�\ BITUTHENE 4000 OVER 1/2" x 4 3/4" BRACES REQ'D LVL F'` ----- ��\� PT PLYWOOD SHEAR STRIP Q 24' * ° 24' * ONE DRY CUP PERM INSULATION REQUIRED 16 VAPOR BARRIER Y2" SPACER INSTALLED ON SITE PT HF #2 i (SEE NOTES BELOW) ,n GRADE I L NOTES: � SITE WORK: —BELT RAIL TO BE PAINTED ALL SIDES (PAINT CUT EDGES ON SITE AS REUD). CD 0 0 0 0 0 1. INSTALL RIDGEVENT WITH 1" GALV. SCREWS AT 12"oc. EACH SIDE. 05/12/2023 cf) 2. INSTALL INSULATION AT MARRIAGE LINE. —P.T. CDX UC413 PLYWOOD STAMPED 'RATED FOR GROUND CONTACT' 3. INSTALL VAPOR BARRIER ACROSS MARRIAGE LINE, 2 MIL. MIN. Y2" BOLTS AT 2', 5' AND 8' (CLOSE—UP PLASTIC SUPPLIED WITH BUILDING MAY BE USED). —FACTORY INSTALLED BITUTHENE TO LAP OVER SITE INSTALLED BITUTHENE MIN. 2". � M SHE? EACH SIDE OF INTERIOR COL'S SITE INSTALLED PIECE TO LAP ONTO CONCRETE STEMWALL MIN. 3" (SEE �o� WAs�I�l� 0 MANUFACTURER'S INSTALLATION INSTRUCTIONS) GRID 1 GRID 2 cn cn RIDGEBEAM BRACING DETAIL- 24 F 5 " RIDGE DETAIL 7 FLOOR DETAIL ��o �, 35006 0 1)/2" = 1'-0" 1Y2" = 1'-0" 1Yz" 1'-0" � ONAL \ COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED - 28x64 ARL I N GTO N SD - EAGLE CREEK E S 0 ■■ V INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE �� P.O.BOX 489 www.blazerind.com Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 51912023 N O N � Page 14 of 110 Expires 06/30/2023 18FBS2300070 8" 12 GA. HANGER 8" BERC2 CLIP MAX. WIRE 4'-0" o.c. MAX. BERC2 CLIP (SEE DETAIL 1) POP RIVET MAIN RUNNER i WALL OR CROSS TEE WALL � � STATEMENT OF SPECIAL INSPECTIONS r r CROSS TEE CROSS TEE ANGLE ACOUSTICAL BOARD WALL The materials, systems, components, and work required to have special WALL ""-1/8" POP RIVET (NO POP RIVETS) ANGLE inspections are listed below. Inspections will be completed by the PROVIDE 3/4" SPACE AT WALL engineer of record. MEMBER AT OPPOSING WALL WALL ANGLE (ATTACHED WALLS) (UNATTACHED WALLS) Special inspection for suspended ceiling system: #8 x 1/2" ROUND WASHER HEAD TEN Periodic inspection of the suspended ceiling system to verify that it WALL ANGLE SCREW (SELF— TAPPING) NOTE: NOTE: SCREW IS NOT TIGHTENED DOWN ATTACHED WALL HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1: 6 UNLESS complies with ESR-1308. AGAINST BERC2 CLIP (TWO ADJACENT WALLS) COUNTER SLOPING WIRES ARE PROVIDED LATERAL—FORCE BRACING: UNATTACHED WALL SEISMIC BERC2 CLIP 0 IS THE USE OF VERTICAL STRUTS AND SPLAY WIRES. (TWO ADJACENT WALLS) —FACTORY INSTALLED AT TWO ADJACENT WALLS. CEILING AREAS OF 1000 SQ.FT. OR LESS SHALL BE EXEMPT FROM —SCREW TIGHTENED FOR SHIPPING IN ROOMS WHERE LATERAL—FORCE BRACING REQUIREMENTS. CEILING CROSSES MOD LINE, LOOSEN SCREW ON SITE CEILINGS WITH INTERSTITIAL SPACE LESS THAN 12" TO FRAMING BY SET UP CREW ARE NOT REQUIRED TO HAVE LATERAL—FORCE BRACING. —NOT REQUIRED FOR CEILINGS LESS THAN OR EQUAL SEISMIC SEPARATION JOINTS: TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO ALL CONTINUOUS CEILING AREAS EXCEEDING 2500 SQ.FT. SHALL THE STRUCTURE ABOVE. HAVE A SEISMIC SEPARATION JOINT. —SOURCES: ASCE 7-16 SECTION 13.5.6 EXCEPTION 1, ASTM E580 SECTION 1.4 SEISMIC ATTACHMENT AT WALLS 2 STANDARD T-BAR DETAIL N.T.S. [ARMSTRONG SEISMIC 'Rx' SUSPENSION SYSTEM (ESR 1308)] N.T.S. EXHAUST FAN WITH 2 BERC2 CLIPS 2 X 2 SUPPLY GRAVITY DAMPER FSUSPENDED CEILING GRID 2 x 4 LED SEE DETAIL 1/A-5 AIR DIFFUSER TYP, OF 2 TROFFER GY t/// F Q ® ❑0 rM Q0 Ln 0 0 O 0 0 0 0 N O N N Ln Ln Q X 0 0 0 0 0 0 cfl 00 (D CN STATE OF WASHINGTON DEPT. OF LABOR AND w INDUSTRIES FAS PLAN REVIEW/SECTION cn APPROVED C 06/12/2023 O O O O O O SUBJECT TO CODE Q AND FIELD INSPECTION Q0 Ln I Ln Ln O i 05/12/2023 co Q) s C 0 o wa �I o 411- A, c� C y � Cn Cn REFLECTED CEILING PLAN � r, F It 35006 w� o SCALE: 1/4" = V-0" ��s�OrS V0., SIGNAL j COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 203720356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED — 28x64 ARL I N GTO N SD - EAGLE CREEK E S 440 ■■ INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE AVAI P.O.BOX 489 www.blazerind.com Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR 97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 511112023 A 5 N O N � Page 15 of 110 Expires 06/30/2023 18FBS2300070 CRAWL SPACE 1 VENT EXHAUST FAN EXHAUST FAN WITH 2 SEE DETAIL 1/M-2 GRAVITY DAMPER DUCTED THRU ROOF TYP. OF 2 CRAWL SPACE VENT INTAKE, SEE DETAIL 1/M-2 (SIM) 0 SUPPLY AIR ISOLATION CURB PLENUM (TYP OF 2) #PWS131 12 )r1<12- 0-10 10 10 12-10-10 12 HP-1 12 12-10-10 10 10 121010 12 HP-1 cot cot - - - - - - - - - - - - - - - - - - - - - - - - - SUPPLY AIR PLENUM #P WS131 Q Ln 6 O N O N MECHANICAL SYMBOLS Ln SYMBOL DESCRIPTION :51 MECHANICAL PLAN ® 2'x2' SUPPLY AIR DIFFUSER SCALE: 1/4" = V-0" FLEX DUCT MECHANICAL NOTES: X —X — SUPPLY DUCT WITH DIAMETER INDICATOR 00 GENERAL MECHANICAL NOTES: 14. DOOR SWITCH CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH WSEC 403.4.1.6 AT ALL N DOORS THAT OPEN TO THE OUTDOORS. EXCEPTION 1, BUILDING ENTRANCES WITH VESTIBULES. � WA-2018 IMC WAC AND 2018 WSEC I DAMPER IN SUPPLY DUCT AT WYE 15. MECHANICAL DRAWINGS SHOW DUCTWORK SIZES TO BE CLEAR INSIDE DIMENSION. 1. VENTILATION PROVIDED BY MECHANICAL DOAS IN COMPLIANCE WITH WSEC C403.3.5. c� 2. MECHANICAL EQUIPMENT INSTALLATION IN OR ON THIS BUILDING SHALL BE IN ACCORDANCE WITH 16. ELECTRICIAN MUST VERIFY ALL ELECTRICAL REQUIREMENTS AND LOCATIONS. X—X—x SUPPLY WYE w DUCT CONNECTION SIZES INDICATED � THE REQUIREMENTS OF IMC CHAPTER 6 UNLESS OTHERWISE EXEMPTED. 17. CONTRACTOR SHALL ARRANGE ALL HVAC UNITS AND ASSOCIATED ITEMS FOR ACCESS w CLEARANCES.3. DUCT MATERIAL IS 26 GA. GALVANIZED. OT THERMOSTAT 4. ROUND FLEX DUCT SHALL BE TESTED IN ACCORDANCE WITH UL 181 AND LISTED AND LABELED 18. THERMOSTAT SCHEDULING TO BE PERFORMED ON SITE BY OTHERS. o CLASS 0 OR CLASS 1 FACTORY MADE AIR DUCTS AND AIR CONNECTORS. INSTALLATION SHALL BE IN 19. ALL HVAC EQUIPMENT LEAVES FACTORY WIRED FOR 240 VOLT OPERATION. CO CO2 SENSOR ACCORDANCE WITH IMC SECTION 304.1. THE ACCEPTABLE OPERATING RANGE FOR THE 240V&208V TAPS ARE: 0 5. DUCTWORK SHALL BE SUPPORTED. [IMC SECTION 6031 TAP RANGE Q EXHAUST FAN — FANTECH PRO 80, SWITCHED WITH LIGHTS, 80 cfm 6. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE DEVELOPMENT 2 2 OF 50. [IMC SECTION 6021 208 220--187 87 Q 20. SITE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THE RIGHT TAP IS CONNECTED 7. LOW PRESSURE DUCT SYSTEMS SHALL HAVE LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND FOR THE APPLIED SITE VOLTAGE. Ln CONNECTIONS OF SUPPLY AND RETURN DUCTS AND PLENUMS SECURELY FASTENED AND SEALED STATE OF WASHINGTON I WITH WELDS, GASKETS, MASTICS(ADHESIVES), MASTIC-PLUS EMBEDDED-FABRIC SYSTEMS OR 21. AIR FILTERS IN HVAC UNITS OR SYSTEMS ARE TO BE CHANGED EVERY 30 DAYS BY OTHERS ON SITE. LO APPROVED TAPES INSTALLED IN ACCORDANCE WITH IMC SECTION 603. 22. REGISTER AIR FLOW TEST AND BALANCE OF HVAC SYSTEM TO BE PROVIDED AND PERFORMED BY DEPT. OF LABOR AND 0 8. DUCT INSULATION,WHEN APPLICABLE, SHALL COMPLY WITH IMC SEC 604 AND THE ENERGY CODE. OTHERS ON SITE WHEN REQUIRED. INDUSTRIES N 9. WHEN ISOLATION VIBRATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS OR FANS, 23. HVAC SITE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SYSTEM. BALANCING SHALL BE IN FAS PLAN REVIEW/SECTION U) Q) THEY SHALL COMPLY WITH IMC 301.13&506.3.2.4. ACCORDANCE WITH IMC 403.3.1.5. APPROVED 0 10. (TYPICALEACH AIR AS DISTRIBUTION NOTED PLAN.) UST HAVE FLOW CONTROL DAMPER AT DIFFUSER, IN LINE, OR BOTH. 06/1 2/2023 11. MINIMUM OUTSIDE AIR VENTILATION PER IMC TABLE 403.3.1.1. SUBJECT TO CODE 0 12. OUTSIDE AIR DAMPERS/SHUTOFF DAMPERS SHALL COMPLY WITH WSEC SECTION C403.7.8. AND FIELD INSPECTION Cn 13. ALL NEW SYSTEMS REQUIRE ECONOMIZERS UNLESS EXEMPTED BY EXCEPTIONS. [WSEC SECTION 0 403.51 0 0 j COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED — 28x64 ARL I N GTO N SD - EAGLE CREEK E S ■■ INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE �� P.O.BOX 489 www.blazerind.com Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR 97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 51312023 m 1 mom N O N � Page 16 of 110 Expires 06/30/2023 18FBS2300070 PACKAGE *SPVU * HIGH EFFICIENCY WALL MOUNT HEAT PUMP — SCHEDULE FAN SENSIBLE HEATING ERV RECOVERY VENTILATOR CIRCUIT CIRCUIT HEAT A B BLOWER EFFICIENCY VENTIL. COOLING COOLING CAPACITY HEATING ERV VENT HEAT STRIPS UNIT BARD UNIT UNIT COMPRESSOR MOTOR AIRFLOW BLOWER GRADE VENTIL. (FA) FILTER OUTDOOR ENTERING ENTERING CAPACITY CAPACITY 47degs COP RATE ERV ERV ERV UNIT UNIT STRIPS OUTPUT MCA MOCP MCA MOCP UNIT TAG UNIT MODEL NUMBER SIZE QTY TYPE TYPE CFM HP (FEG) DEVICE CFM TYPE EER IPLV (DB) TEMP (DB) TEMP (WB) TEMP BTUH BTUH BTUH 47degs (CFM) HRL HRS WHIR HERTZ VOLTS PHASE KW BTUH AMPS AMPS AMPS AMPS WGT ADDITIONAL NOTES S STAGE ECM 1100 1/2 ---- ERV 300 450 MERV-8 11 14.5 95 80 67 34,278 26,268 31,000 3.3 300/450 1711 6318 23,328 60 230 1 10 34,130 79 80 N A N A 475 1,213,5,6,7,8,9,10, HP-1 C36H1—A10RP4XXE 3.0 2 SCROLL / / / 12, 3,14 ADDITIONAL NOTES: Sequence of operation with Integrated DOAS Ventilation System; 1 — CAPACITY LISTED ABOVE ARE IN ACCORDANCE WITH ANS/ARI STANDARD 390-2003 FOR SPVU (SINGLE PACKAGE VERTICAL UNITS) 2 — COMPLIES WITH EFFICIENCY REQUIREMENTS OF ANSI/ASHRAE/IESN A 90.1-2016 3 — BARD THERMOSTAT (8403-060), 7—DAY PROGRAMMABLE 1— Upon a call from the occupancy sensor the (DOAS) ventilation (ERV) and the indoor 4 — BARD INDOOR REMOTE SENSOR. (8403-062) motor will start in low mode and ventilate the space continuously as occupied. 5 — BARD CO2SENSOR, (58403 2— U call f the CO2 the DOAS Ventilation ERV and indoor motor will B 6 — HEAT STRIPS PS KIT WITH CIRCUITUIT BREAKER Pon a ca from sensor ( ) ( ) 7 — ERV (DOAS) VENTILATION PACKAGE, W/2—VENT STAGES, BUILT—IN INTAKE/EXHAUST. change to full vent mode and ventilate the space until the CO2 sensor is satisfied an 8 — 2" PLEATED FILTER, MERV-8 then revert back to low mode during the occupied time. 9 — UNIT COLOR IS *BUCKEYE GRAY* 3— The Heating an Cooling section will only work if there is a Heating or Cooling call from 10 — OUTDOOR THERMOSTAT, (8403-061) SET AT 40DEG'S & LAC CONTROL the room thermostat. This action works independent of the (DOAS) ventilation section. 11 — SMOKE DETECTOR, SM501N (SUPPLY) DUCT MOUNTED (OPTIONAL) 4— The action listed above will keep repeating as required by the occupancy sensor, CO2 12 — (BSDTIMER) KIT — PROVIDES A MEANS ON SHUTTING DOWN OF THE MECHANICAL COOLING AND HEATING SYSTEM, VENTILATION CONTINUES TO OPERATE, VIA EXTERIOR DOOR SWITCH (OPTIONAL) sensor and room thermostat. 13 — OCCUPANCY SENSOR, (SUPPLIED BY BLAZER) 5— If this unit is equipped with a exterior door shut down kit the Unit mechanical system 14 — SOUND ISOLATION CURB (TCURBF—) Y 15 — RETURN AIR ACOUSTICAL WALL PLENUM (WAPR11) MOUNTED INSIDE THE ROOM WITH INTEGRATED SOUND DOWN TO 35dba (OPTIONAL) will be shut down after the exterior has been open for 5+ minutes. The ventilation 16 — SUPPLY AIR ACOUSTICAL PLENUM (WAPS51—G) MOUNTED ON THE SUPPLY DUCT WITH INTEGRATED SOUND DOWN TO 35dba (OPTIONAL) portion will keep operating. Once the door Closes the unit will restart if there is still a call from the thermostat. ** M.C. TO REFER TO INSTALLATION INSTRUCTIONS FOR START UP AND EQUIPMENT SET ** M.C. TO CHECK SITE VOLTAGE AND SET CORRECT TAP ON TRANSFORMER ** M.C. TO SET AND PROGRAM THERMOSTAT PER CUSTOMERS REQUIREMENTS ** M.C. TO SET AND CHECK ECONOMIZER AND VENTILATION PRE PROJECT REQUIREMENTS MIN. VENTILATION RATE PER WA-2018 IMC WAC & OR-2019 OMSC TABLE 403.3.1.1 Rp room# name Az(sf) sf/1000 Occ. Dens Pz (calc) Pz (used) (cfm/person) Ra (cfm/sf) Vbz (cfm) Ez(effect) Voz (cfm) CLASSROOM A 768 0.768 35 27 27 10 0.12 362 1.0 362 CLASSROOM B 768 0.768 35 27 27 10 0.12 362 1.0 362 724 cf m Az=room area (sf) B Occ. Dens=occupant density(from Table 403.3) 3'-0" Pz(calc) =zone population or occupant quantity(calculated) NOTE: FAN INSTALLED ON Pz(used) =zone population or occupant quantity(user can override the calculation-increase only) EXHAUST PIPE ONLY. NO I SUPPLY AIR VENT PIPE SHALL EXTEND FAN ON INTAKE PIPE. PLENUM Rp=people outdoor airflow rate in breathing zone (cfm/person) THROUGH THE ROOF AND ##PWS131 > Ra=area outdoor airflow rate in breathingzone (cfm/sf) CAPPED WITH ROOF VENT Vbz =Breathing zone outdoor airflow rate per eq. 4-1( Rp*Pz+Ra*Az) - - +:+:4+ :+ +: LO %Ez=zone air distribution effectiveness (from Table 403.3.1.1.1.2) o Voz =zone outdoor airflow per equation 4-2(Vbz/Ez) N I� FANTECH FG 4 FAN o (135 CFM) MIN. EXHAUST RATE PER 2018 IMC WAC TABLE 403.3.1.1 CONNECT FAN TO PIPE N EXHAUST RATE WITH FERNCOS -------- ----____- LO ROOM OCCUPANCY CFM UNIT #OF TOTALCFM/UNIT EXHAUST AREA SF TOTAL CFM (RUBBER COUPLERS) SUSPENDED N INT. CONT. UNITS INT. CONT. RATE CFM/SF NO FAN AT SIM, INONLY CEILING I 30x16 RETURN 15 ADA RR#1 70 50 1 70 50 52 AIR GRILLE ADA RR#2 1 70 50 1 1 70 50 56 PER UNIT MINIMUM EXHAUST RATE PER SF MINIMUM EXHAUST RATE c� z_ Q0 4" PVC PIPE J 00 ALL JOINTS IN THE El N TYPICAL DOOR SWITCH WITH VENT PIPE SHALL BE _11� TIME DELAY WIRING FOR HEAT PUMPS O SEALED AIRTIGHT I O THIS DRAWING IS SHOWN WITH A JUMPER WIRE 00 U INSTALLED ON TERMINALS#1 TO#2"DOOR SWITCH JUMPER" WIRE.REMOVE JUMPER WHEN ALL ANNULAR OPENINGS O DOOR SWITCH IS INSTALLED,WIRED AS SHOWN. BETWEEN THE VENT PIPE AND FLOOR SHALL w O O BE SEALED AIRTIGHT F yL 1-14. o R RT C FT, r 2 W2® ®G STATE OF WASHINGTON 0 3® W3® ®C DEPT. OF LABOR AND 4" DIAMETER VENT - a® E El ®Y INDUSTRIES PIPE THROUGH THE FLOOR GROUND COVERED WITH Q FLEXIBLE SHEETING MEMBRANE Q0 5® ® ® FAS PLAN REVIEW/SECTION CRAWL SPACE PER NOTE ON FOUNDATION PLAN ® L Y1 APPROVED LO 6® DH® B 06/12/2023 CD 8® 01 ® W1 SUBJECT TO CODE CRAWL SPACE VENTILATION DETAIL SECTION AT PLENUM FIELD co INSTALLED o o AND FIELD INSPECTION 3/8"=1'-0" SCALE:%2" = 1'-0" WIRES ADD NEW UNIT LOW VOLTAGE O I TERMINAL TERMINAL BLOCK I BARD O BLOCK 0 I 8607-021 I L--- DOOR SWITCH(FIELD SUPPLIED) SWITCH IS OPEN WHEN DOOR O IS IN THE OPEN POSITION I C SWITCH IS CLOSED WHEN DOOR F IS IN THE CLOSED POSITION O L O THIS KIT WILL COMPLY WITH WSEC C403-4.1.6 O j COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED — 28x64 ARL I N GTO N SD - EAGLE CREEK E S 0 ■■ 44(/ INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE �� p O BOX 489 www.blazerind.com Drawn By: MKL DATE M2 REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945OlneySt. ■ Aumsville,OR97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 51312023 N O N � Page 17 of 110 Expires 06/30/2023 18FBS2300070 H-WC 3.5 3"VTR H-WC STIEBEL TEMPERED 3.5� LAV 1 " C /4, I c " STIEBEL TEMPERED " LAV 1 I 3/4"WATER MAIN " C I c SEE UTILITY PLAN TEMPERED H-WC FOR CONT. LAV 1 L 6 �\ 3"TO DEVELOPED LENGTH OF y2 SEWER K\ HOT WATER PIPING TEMPERED MAIN H-WC MUST BE LESS THAN 24" LAV 6 �� LAV WATER PIPING: O �, - FIXTURE UNITS 1 1 LAV I LAV 3 2 - DEVELOPED LENGTH TBD 0 1 - ELEVATION DIFFERENCE TBD WASHINGTON GENERAL NOTES: LAV -STREET PRESSURE 46 to 60 2" l 2" 2018 UPC WAC&2018 WSEC -METER SIZE 3/4" 2" - BUILDING SUPPLY SIZE 3/4" - SIZED TO 2018 UPC WAC CO 2 - POTABLE WATER MATERIAL-COPPER AND AQUAPEX. 2" - CONTINUATION OF WATER MAIN IS TO BE COMPLETED ON SITE BY OTHERS. - CONTROL VALVES PROVIDED AT EACH WATER SUPPLIED FIXTURE AND APPLIANCE. PLUMBING WATER DESIGN CRITERIA - PIPING FROM A WATER HEATER TO THE TERMINATION OF THE HEATED WATER FIXTURE SUPPLY PIPE PLUMBING BELOW FLOOR JOIST NOT INCLUDED. SHALL BE INSULATED ON BOTH THE INLET AND OUTLET PIPING OF A STORAGE WATER HEATER OR Number of Fixture Units HEATED WATER STORAGE TANK,THE PIPING TO A HEAT TRAP OR THE FIRST 8 FEET OF PIPING, Q Developed Length-100' WHICHEVER IS LESS, SHALL BE INSULATED IN ACCORDANCE WITH WSEC TABLE C403.2.10, (PIPING LESS DRAINAGE AND VENT PIPING: O Elevation-0' THAN 1"SHALL HAVE MINIMUM OF 1" INSULATION). [WSEC C404.6] O - FIXTURE UNITS 16 System Pressure-46-60 psi PEX TUBING SHALL NOT BE INSTALLED WITHIN THE FIRST 18"OF PIPE CONNECTED TO THE WATER -SIZE OF BUILDING DRAIN 3" HEATER. [UPC 604.13] Note:This water system is designed with a maximum -AGGREGATE AREA 7.069 developed length of 100ft.from the meter to the most - WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE remote fixture within the building CONFIGURED TO PROTECT AGAINST CONTACT.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES N o UNDER LAVATORIES AND SINKS. [ICC A117.1-2009 SECTION 606.6] GENERAL NOTES: N N WHEN REQUIRED, HEAT TAPE WILL BE PROVIDED AND INSTALLED ON SITE BY OTHERS. L PUBLIC LAVATORIES SHALL HAVE TEMPERING VALVES MEETING ASSE 1070 AND LIMITED TO A MAXIMUM -WASHINGTON: SIZED TO 2018 UPC WAC TEMPERATURE OF 120°F. [UPC SECTION 407.3] - D.W.V. MATERIAL- P.V.C. w - LAVATORIES INTENDED FOR USE BY THE GENERAL PUBLIC SHALL BE EQUIPPED WITH METERING VALVES UNLESS FOR USE BY PERSONS WITH DISABILITIES OR IN DAYCARES WHERE FOR USE PRIMARILY BY CHILDREN UNDER 6 YEARS OF AGE. [UPC WAC 407.4] -PLUMBING BELOW FLOOR JOISTS TO BE PROVIDE AND INSTALLED ON SITE PUBLIC USE TOILET SEATS SHALL COMPLY WITH UPC 411.3 AND PLASTIC SEATS WITH IAPMO Z124.5. BY OTHERS Qo X - PUBLIC USE WATER CLOSETS SHALL BE ELONGATED AND COMPLY WITH UPC SECTION 411.1. - PER 2009 ANSI Al 17.1 SECTION 606.6. P-TRAPS ON ACCESSIBLE FIXTURES 00 CN INSULATED. Q) -CONTINUATION OF WASTE LINE DONE ON SITE BY OTHERS. v U w PLUMBING FIXTURE SCHEDULE 0 QTY FIXTURE DESCRIPTION ° STATE OF WASHINGTON 2 ADA PRESSURE ASSIST- BOWL GERBER UF-21-377 1.28 GPF Elongated DEPT. OF LABOR AND 1 ADA-PATT FLUSH-Tank-Right GERBER 28-380-97 1.28 GPF Q INDUSTRIES 1 ADA-PATT FLUSH-Tank-left GERBER 28-380 1.28 GPF Q0 FAS PLAN REVIEW/SECTION 4 LAVATORY SINK-wall PROFLO PF5414WH j� APPROVED 4 FAUCET- H-Lav A/S 7385.050.002 0.50 GPM LO 06/12/2023 4 TEMPERING VALVE WATTS LFUSG-B-M2C j SUBJECT TO CODE 2 TANKLESS HEATER STIEBEL DHC-E 8/10 AND FIELD INSPECTION Q) U T U U F O O U j COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved for Const: Job No: 20355-20356 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED — 28x64 ARL I N GTO N SD - EAGLE CREEK ES 0 ■■ 6(/ INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE AVAI P.O.BOX 489 www.blazerind.com Drawn By: MKL C) DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR 97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 51312023 N O N � Page 18 of 110 Expires 06/30/2023 18FBS2300070 OF WALL 1 HEAT TRACE RECEPTACLE 2 LOCATE UNDER FLOOR NEAR zL INCOMING WATER LINE #15 PC13 A � 0 PC3 ® TR TR TR r �-i TR TR TR +78 I +78„ I� +78 I +78„ +20„ +20" O +20:: +20„ T PC5 4 OF WALL #9,11,13 rL OF WALL .10 TR - - - -- ELECTRICAL PANE TANKLESS #10,12 TR #3,5,7 Qi WATER HEATER PC �i 00 ® 1 PC 1 PC E-1 WP PC OS OS WP 0 GFCI PC #14,16 GFCI 0 PC #2,4 TANKLESS do WATER HEATER #6,8 T ® ,�; ® TRta/b PC11 ® ,-�; ® T D ELEVATION coz - PC7 - coz 3/a' =1'-0„ HVAC UNITS HAVE INTEGRAL (D SERVICE DISCONNECTS alb(TYPICAL) CLASSROOM A -69 CLASSROOM NEC 210.8(B)5 GFCI protection required for all receptacles that are installed within 6 ft.from the top inside edge of TR STATE OF WASHINGTON the bowl of the sink. TR \ DEPT. OF LABOR AND \ U INDUSTRIES FAS PLAN REVIEW/SECTION 4TR o APPROVED 0 06/12/2023 0 0 0 2 SUBJECT TO CODE 2 TR 2 0E-1 AND FIELD INSPECTION E-1 E-1 DOOR SWITCH FOR HVAC E21 - DS SHUTOFF CONTROL (TYPICAL) DS FLOOR LINE BOTTOM OF n D ° FLOOR JOIST O� D b O TR TR a/b TR TR alb D a/b i N yQ DS DS CONDUIT FROM CDSTRIKE TO BOTTOM OF FLOOR oil .91 WAC 296.46E 110.022 2 ELEVATION N Identification plates on disconnecting means 0 are to show designation of circuit source 3 „ � ���OF WASN7�V� panel board that supplies disconnect,circuit /g =1'-0" numbers and identify what it is disconnecting.Must Z IDENTIFICATION PLATE.(Not a sticker) (HVAC C disc,etc.) ELECTRICAL POWER PLAN I o � 0 2' 4' 8' SRP 5/2/2023 ELECTRICAL SYMBOLS SS�ONAL ENG �- SYMBOL DESCRIPTION AFF TO TOP REMARKS SYMBOL DESCRIPTION AFF TO TOP REMARKS QO SIGNED 06/01/2023 12" SCALE: 1/4" = 1'-0" 8 ELECTRIC PANEL 72" FUTURE SOLAR - FLEX STUB UP WALL HUNG HVAC UNIT AS SEE MECH SCHEDULE AND CALCS 00 AND DOWN REQUIRED N OTY. SIZE DESCRIPTION TR DUPLEX RECEPTACLE 20" 180 VA EACH O THERMOSTAT 48" 4" SO BOX SINGLE GANG MR WITH 0 HALF CONTROLLED HALF HOT UNO TAMPER RESISTANT 1/2" CONDUIT STUB UP ° ELECTRICAL PANEL 1 225 AMP SINGLE PHASE - PVC STUB THRU - 120/240 VOLT TR DUPLEX RECEPTACLE 180 VA EACH 4" SO BOX SINGLE GANG MR WITH HALF CONTROLLED HALF HOT 78 TAMPER RESISTANT CO2 CO2 SENSOR 48 1/2" CONDUIT STUB UP w RACEWAY MATERIAL VARIES METALLIC RACEWAY SYSTEM - EMT, MC CABLE AND/OR FLEX CONDUIT ; DUPLEX RECEPTACLE CEILING MOUNT-CONTROLLED CEILING 180 VA EACH wH STIEBEL WH DHC-E 8/10 AS REQ'D 7.2 VA EACH HVAC 2 3 TON BARD 10 kW WALL HUNG HEAT PUMP w/ERV - 11 EER SINGLE CLOCK HANGER o a RECEPTACLE 84" 180 VA EACH O 80 CFM EXHAUST FAN CEILING 25 VA EACH HVAC CONTROLS 2 THERMOSTAT <WViFi VISION PRO 8000-TH8321-WF1001 Q Fcl� WEATHERPROOF GFCI 20" 180 VA EACH n�GHT ENABLED LED TROFFER CEILING 48 VA EACH ° RECEPTACLE w INTEGRAL SENSORS 2 CO2 SENSOR - BARD #8403-096 DEMAND CONTROL VENTILATION DEDICATED WP RECEPTACLE UNDER 500 VA EACH -GROUND FAULT LED TROFFER CEILING 48 VA EACH Q FOR HEAT TRACE FLOOR EQUIPMENT PROTECTION DEVICE CO OOUTDOOR SENSOR - BARD #8403-061 DIMMING CONTROL. LOWER CASE LED WALL PACK WITH Ln D HEIGHT DIMMING CONTROL 48" LETTERS DESIGNATE ZONING INTEGRAL PHOTOCELL 84" 20 VA EACH I LO EXHAUST FANS 2 80 80 CFM CEILING MOUNTED- CONTROLLED WITH LIGHTS IN RESTROOM- SOS WALL MOUNT OCCUPANCY 48„ AUTOMATIC ON / OFF CONTROL EXT. EMERGENCY LIGHT 94" WITH 90 MINUTE BATTERY BACK UP � CFM FANTECH PRO 80 CONTROL 0 139 24/7 CRAWLSPACE FAN 1 CFM FANTECH FG 4 INLINE FAN - 20VA ff}T TIME CONTROL FOR 48" EMERGENCY/EXIT COMBO ABOVE EXTERIOR LIGHTING DOOR WITH 90 MINUTE BATTERY BACK UP ° EXTERIOR WATER HEATER 2 TANKLESS WATER HEATER 240V- 7.2KW PC PLIUG LOAD CONTROL GHT RELAYCEILOING FIXTUREVE LOCCUPANCY SENSORSLED BY nLIGHT ❑ SHEET E ALARM FIRE PULL 48" ° o LED VOLUMETRIC TROFFER-nLIGHT AIR ENABLED-6000 LUMEN-48 WATTS HVAC RELAY FOR ERV ABOVE TRIGGERED BY nLIGHT PLUG LOAD FIRE ALARM EXTERIOR 84" 3/4" RACEWAY ONLY STUB UP AND LIGHTING 2 x 4 -4000K-LITHONIA-2BLT4 60L ADPT EZ1 LP840 NNLTAIR2 RES7 PWS1836 ® / DOWN. PAINT RACEWAY AND BACK CONTROL CEILING CONTROLLER HORN STROBE BOX SUBSTANTIALLY RED IN COLOR LED TROFFER- 6000 LUMEN- 48 WATTS- 4000K 20" 4" SO BOX SINGLE GANG MR WITH 3/4" FIRE ALARM INTERIOR 84" � 2 2 x 4 LITHONIA — 2BLT4 60L ADPT EZ1 LP840 PWS1836 ' DATA OUTLET / UNO FLEX CONDUIT UP AND DOWN HORN STROBE ° 18 WATT VANDAL RESISTANT LED PORCH LIGHT w/PHOTOCELL AS 3/4" FLEX CONDUIT FROM DOOR FRAME ABOVE [71 RAB SLIM18/PC DS DOOR SWITCH - HVAC REQUIRED 18/2 TO HVAC UNIT CRAWLSPACE FAN CEILING PROVIDE SINGLE POLE DISCONNECT ° O 5-2-2023 ELECTRICAL ENGINEERING SRP COPYRIGHT2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved forConst: Job No: 20355-20356 � 5/31/2023 1 CUSTOMER REVISIONS MKL/SRP THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: 6-1-2023 ENGINEERING REVIEW HEM NOT BE REPRODUCED, USED, OR DISCLOSED - 28x64 ARL I N GTO N S D - EAGLE CREEK ES ■■ ah(/gIN INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE �� p.0.BOX 489 www.blazerind.com Drawn By: MKL o DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR97325-0489 F WA Pacific Mobile ARLINGTON, WA Issue Date: 51312023 r7 N 0 N Page 19 of 110 Expires 06/30/2023 18FBS2300070 1 EXTERIOR LIGHTING TIME 2 CONTROL CRAWL SPACE SINGLE POLE DISCONNECT WATTSTOPPER PW-301 CRAWL SPACE VENT INTAKE VENT EXHAUST FAN ABOVE CEILING FOR WALL MOUNT OCC CRAWLSPACE FAN SENSOR (TYPICAL) A Tb T b b b PC PC PC os os El ID PC PC PC b b b b b b IN (DB — — — — — — — — — — — — — — a/b a/b — — — — — — — — — — — — — — oilSTATE OF WASHINGTON 11,00 ERV CONTROL RELAY D nLIGHTAIR WIRELESS PLUG DEPT. OF LABOR AND (TYPICAL) CONTROL RELAY (TYPICAL) INDUSTRIES FAS PLAN REVIEW/SECTION 11 11 APPROVED )_F_ 11 11 06/12/2023 a a b b a a SUBJECT TO CODE AND FIELD INSPECTION nLIGHTAIR ENABLED WIRELESS LED TROFFER w/ INTEGRAL OCCUPANCY/ DAYLIGHT SENSORS (TYPICAL) a/b D D DbWgSc�� _O ( D a/b a/b t� C GhP Z V` O nLIGHTAIR 120V POWERED WIRELESS 2 ZONE o WALL POD (TYPICAL)DIMMING �P��` RFG22647 N FSS/ONAL ENG CO SIGNED 06/01/2023 N ELECTRICAL LIGHTING PLAN w ELECTRICAL SYMBOLS 0 2' 4' $' SRP 5/2/2023 SYMBOL DESCRIPTION TO TOP REMARKS SYMBOL DESCRIPTION TO TOP REMARKS Q FUTURE SOLAR 3" FLEX STUB UP AS 12" SCALE: 1/4" = 1'-O" 8 ELECTRIC PANEL 72 AND DOWN REQUIRED SEE MECH SCHEDULE AND CALCS N TR DUPLEX RECEPTACLE 20" 180 VA EACH T THERMOSTAT 48" 4" SQ BOX SINGLE GANG MR WITH OTY. SIZE DESCRIPTION HALF CONTROLLED HALF HOT UNO TAMPER RESISTANT O 1/2" CONDUIT STUB UP ELECTRICAL PANEL 1 225 AMP SINGLE PHASE - PVC STUB THRU - 120/240 VOLT TR DUPLEX RECEPTACLE 78„ 180 VA EACH 0 co2 CO2 SENSOR 48" 1 SQ BOX SINGLE GANG MR WITH HALF CONTROLLED HALF HOT TAMPER RESISTANT 1/2" CONDUIT STUB UP �' DUPE X RECEPTACLE W RACEWAY MATERIA L VARIES METALLIC RACEWAY SYSTEM - EMT, MC CABLE AND/OR FLEX CONDUIT CEILING MOUNT-CONTROLLED CEILING 180 VA EACH wH STIEBEL WH DHC-E 8/10 AS REQ'D 7.2 VA EACH o HVAC 2 3 TON BARD 10 kW WALL HUNG HEAT PUMP w/ERV - 11 EER a RECEPTACLE SINGLE CLOCK HANGER 84" 180 VA EACH 4 80 CFM EXHAUST FAN CEILING 25 VA EACH o HVAC CONTROLS 2 THERMOSTAT WiFi VISION PRO 8000-TH8321-WF1001 0 GFC� RECEPTACLE WEATHERPROOF GFCI 20" 180 VA EACH w/ INTEGRAL SENSORS HEIGHT ENABLED LED TROFFER CEILING 48 VA EACH 2 CO2 SENSOR - BARD #8403-096 DEMAND CONTROL VENTILATION DEDICATED WP RECEPTACLE UNDER 500 VA EACH -GROUND FAULT LED TROFFER CEILING 48 VA EACH Q FOR HEAT TRACE FLOOR EQUIPMENT PROTECTION DEVICE Q0 2 OUTDOOR SENSOR - BARD #8403-061 _6q_XX D nLIGHT DIMMING CONTROL 48° DIMMING CONTROL. LOWER CASE LED WALL PACK WITH 84" 20 VA EACH Ln LETTERS DESIGNATE ZONING INTEGRAL PHOTOCELL I EXHAUST FANS 2 80 80 CFM CEILING MOUNTED- CONTROLLED WITH LIGHTS IN RESTROOM- OS WALL MOUNT OCCUPANCY 48>> AUTOMATIC ON / OFF CONTROL ® EXT. EMERGENCY LIGHT 94" WITH 90 MINUTE BATTERY BACK UP r7 CFM FANTECH PRO 80 CONTROL CD i CRAWLSPACE FAN 1 139 FANTECH FG 4 INLINE FAN - 20VA {�T 24/7 TIME CONTROL FOR 48„ EMERGENCY/EXIT COMBO ABOVE WITH 90 MINUTE BATTERY BACK UP cn CFM EXTERIOR LIGHTING DOOR WATER HEATER 2 TANKLESS WATER HEATER 240V- 7.2KW PC PLIUG GHT LOAD CONTROL2RELAY CBONG FIOXNUROELLED OCC BPANCYHSENSORSED ❑ SIHEEALRET EAR4 PULL 48" o LED VOLUMETRIC TROFFER-nLIGHT AIR ENABLED-6000 LUMEN-48 WATTS FIRE ALARM EXTERIOR 3/a" RACEWAY ONLY STUB UP AND LIGHTING 16 2 x 4 R HVAC RELAY FOR ERV ABOVE TRIGGERED BY HEIGHT PLUG LOAD 84 DOWN. PAINT RACEWAY AND BACK -4000K-LITHONIA-2BLT4 60L ADPT EZ1 LP840 NNLTAIR2 RES7 PWS1836 CONTROL CEILING CONTROLLER HORN/STROBE BOX SUBSTANTIALLY RED IN COLOR LED TROFFER- 6000 LUMEN- 48 WATTS- 4000K 20" 4" SQ BOX SINGLE GANG MR WITH 3/4" FIRE ALARM INTERIOR 84" Cf) 2 2 x 4 LITHONIA - 2BLT4 60L ADPT EZ1 LP840 PWS1836 ' DATA OUTLET UNO FLEX CONDUIT UP AND DOWN HORN/STROBE 0 18 WATT VANDAL RESISTANT LED PORCH LIGHT w/PHOTOCELL AS 3/4 FLEX CONDUIT FROM DOOR FRAME ABOVE 0 6 RAB SLIM18/PC DS DOOR SWITCH - HVAC REQUIRED 18/2 TO HVAC UNIT CRAWLSPACE FAN CEILING PROVIDE SINGLE POLE DISCONNECT j 5-2-2023 ELECTRICAL ENGINEERING SRP COPYRIGHT2023, BLAZER INDUSTRIES, INC. ■ MODULAR Approved forConst: Job No: 20355-20356 `n 5/31/2023 , CUSTOMER REVISIONS MKL THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: 6-1-2023 ENGINEERING REVIEW HEM NOT BE REPRODUCED, USED, OR DISCLOSED - 28x64 ARL I N GTO N S D - EAGLE CREEK ES ■■ INDUSTRIES,INC. E 2 TO OTHERS EXCEPT AS AUTHORIZED BY THE �� P.O.BOX 489 www.blazerind.com Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 51312023 r7 N O N Page 20 of 110 Expires 06/30/2023 18FBS2300070 PANEL SCHEDULE BARD 3 TON - 10KW - 11EER CH UNIT GENERAL NOTES: (TYPICAL OF 2) 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS ARE MADE BY PANEL DESIGNATION A VOLTS 120/240 A I C RATING: 22,000 A PRESSURE TERMINAL, BY TAILING OFF WITH SOLID CONDUCTORS MOUNTING FLUSH PHASE 1 BUSS RATING: 225 AMP HVAC (MOTOR, COMPRESSOR, HEATER SIZES) OR OTHER APPROVED MEANS OF TERMINATION. ENCLOSURE TYPE NEMA 1 MCB RATING: 225 AMP OPERATION VOLTAGE 197 MIN, 253 MAX. *PROVIDE GFEPD BREAKER COMPRESSOR 11.8 RLA 83 LRA 2. ALL CONDUCTORS ARE COPPER;TYPE THHN /THWN **PROVIDE BREAKER LOCKOUT DEVICE OUTDOOR FAN 2.5 FLA 1/3 HP INDOOR BLOWER FAN 2.8 FLA 1/2 HP 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. WIRE CONNECTED LOAD (VA) WIRE HEAT STRIP 10 KVA 240 VOLT CKT CIRCUIT DESCRIPTION TRIP SIZE B SIZE TRIP DESCRIPTION CKT 4. WIRING METHOD IN METALLIC CONDUIT OR M.C. CABLE. MINIMUM clRculT AMPS 79 AMPS 1 LIGHTING 20 12 1034 i 7052 4 80 HVAC 2 5. BREAKER LOCK OUT DEVICE SHALL BE INSTALLED ON ALL 3 RECEPTALES 20 12 720 7052 / / / 4 MAXIMUM OVERCURRENT PROTECTION 80 AMPS PERMANENTLY CONNECTED APPLIANCES. 2020 NEC 422.31 5 RECEPTALES 20 12 900 7052 4 80 HVAC 6 OVERCURRENT PROTECTION SHALL BE DUAL ELEMENT 7 RECEPTALES 20 12 540 7052 8 TIME DELAY FUSE OR HACR CIRCUIT BREAKER 6. HVAC DISCONNECTS SHALL BE LABELED WITH AN IDENTIFICATION / / / 9 RECEPTALES 20 12 900 3600 8 30 WATERHEATER** 10 INTERNAL SERVICE DISCONNECTS PROVIDED. PLATE SHOWING CIRCUIT SOURCE PANEL BOARDS, CIRCUIT NUMBER AND EQUIPMENT SERVED. WAC 296-46B-1 10 022 11 RECEPTALES 20 12 540 3600 / / / 12 13 RECEPTALES 20 12 720 3600 8 30 WATERHEATER** 14 HOMERUN 7. EXTERIOR WEATHER PROOF GFCI SHALL HAVE A"HEAVY DUTY" 15 HEAT TRACE* 20 12 500 3600 / / / 16 FIXTURE TO PANEL WEATHER PROOF"IN USE"COVER. 2020 NEC 406.9(B)(1) EMBEDDED (TYPICAL) 17 SPACE SPACE 18 OCCUPANCY / DAYLIGHT PLUG LOAD 8. CONTROLLED RECEPTACLES SHALL BE LABELED PER 2020 NEC 19 SPACE SPACE 20 SENSOR CONTROL RELAY H= HOT (BLACK) 406.3(E) WITH THE TEXT"CONTROLLED"AND THIS SYMBOL U 21 SPACE SPACE 22 (TYPICAL) (TYPICAL) H N N= NEUTRAL (WHITE) 23 SPACE SPACE 24 S= SWITCHED HOT 9. WATER HEATER BRANCH CIRCUIT BREAKER SHALL BE CAPABLE OF 25 SPACE SPACE 26 (RED) BEING LOCKED OUT IN THE"OFF' POSITION OR HAVE A LOCAL 27 SPACE SPACE 28 : N: H DISCONNECT. 2020 NEC 422.31(B) S 29 SPACE SPACE 30 10. HEAT TRACE RECEPTACLE SHALL BE PROTECTED BY A GROUND 31 SPACE SPACE 32 10 ))) N Q S H FAULT EQUIPMENT PROTECTION DEVICE SENSING LEAKAGE 33 SPACE SPACE 34 b o CURRENT FROM 6mA TO 50mA. 2020 NEC 427.22 35 SPACE SPACE 36 11. THIS PLAN IS NOT AN "AS-BUILT"CIRCUITS MAY BE RUN DIFFERENT 37 SPACE SPACE 38 THAN SHOWN BASED ON OBSTACLES ENCOUNTERED. 39 SPACE FUTURESOLAR 40 WIRELESS 41 SPACE / 42 COMMUNICATION 51-11C WAC 2018 WSEC: BETWEEN SENSORS HALF TOTAL LOAD: 24858.0 23604.0 AND PLUG LOAD CONTROLLED CONNECTED LOAD CONTROLS HALF CONSTANT 1. A MINIMUM OF 90%OF LIGHTING FIXTURES HAVE EMBEDDED TOTALAMPS: 207.2 1 196.7 1 POWERED OCCUPANCY AND DAYLIGHT SENSORS FOR INCREASED ENERGY RECEPTACLE SAVINGS, AND ARE INDIVIDUALLY ADDRESSABLE. (TYPICAL) 2. A MINIMUM OF 90%OF LIGHTING IS SET FOR CONTINUOUS DIMMING ELECTRICAL PLAN REVIEW LOAD CALCULATION CALC BY: SHANE PEDROLI TYPICAL CONTROLLED RECEPTACLE ONE-LINE AND IS ADJUSTABLE BY OCCUPANTS, FOR OCCUPANT COMFORT, VIA WALL PODS. PROJECT INFO: 20355-56 ARLINGTON SD EAGLE CREEK DATE: 5/2/2023 3. 50%OF RECEPTACLES IN CLASSROOMS, PRIVATE OFFICES, OPEN OFFICES, CONFERENCE ROOMS, COPY ROOMS, AND INDIVIDUAL PANEL: A VOLTAGE: 120/240 PHASE: 1 AMPACITY: 225 3/4" FLEX STUB UP AND 2" PVC STUB THROUGH WORKSTATIONS, ARE CONTROLLED BY LOCAL OCCUPANCY SENSORS FED FROM: EXISTING SERVICE AIC RATING: 22,000 DOWN BY BLAZER BY BLAZER FOR FUTURE SOLAR 225 AMP FEEDER PANEL (3) 4/0 Cu THHN 4. FUNCTIONAL PERFORMANCE TESTING SHALL BE PERFORMED DESCRIPTION VA DEMAND PHASE PHASE NEUTRAL NEUTRAL NOTES PATHWAY MAIN BREAKER (1) #4 Cu LOAD FACTOR A B A B 120/240 1� (WIRE ON SITE BY OTHERS) 5. THE MAXIMUM VOLTAGE DROP ACROSS FEEDERS AND BRANCH CIRCUITS LIGHTING 225 AMP TO BE DETERMINED ON SITE AND SHALL NOT EXCEED 5% EXTERIOR LIGHTING 01 120 1.25 150 150 #4 Cu GEC TO 6. THIS STRUCTURE IS DESIGNED FOR COMPLIANCE WITH REQUIREMENTS OF INTERIOR LIGHTING 864 1.25 1080 1080 UFER BY OTHERS EXHAUST FANS 50 1.25 63 63 (IF REQUIRED) 2018 WSEC SECTION C41 1 FOR SOLAR READINESS USING A SOLAR ARRAY 1/2" PVC CONDUIT STUB EITHER MOUNTED ON THE GROUND OR ON AN ADJACENT BUILDING. DOWN BY BLAZER FOR RECEPTACLES FUTURE GROUNDING AND #4 Cu GEC TO 7. THE MINIMUM REQUIRED SOLAR ROOF AREA REQUIRED BY 2018 WSEC BONDING GROUND RODS C41 1.2 SHALL BE THE SMALLER OF THE FOLLOWING: TOTAL 4320 1.00 2520 1800 2520 1800 BY OTHERS (IF REQUIRED) 1. 40%OF THE ROOF AREA ROOF AREA 1792 SQ. FT.x 40%= 717 SQ. FT. HVAC (MOTORS) 2. 20%OF THE ELECTRICAL SERVICE SIZE TOTAL 8208 1.00 4104 4104 °. a SERVICE SIZE 54000 VA x 20%= 10800 VA/ 10 VA= 1080 SQ. FT. LARGEST 2832 0.25 354 354 WAC 51-54A 907.11.2 Design Review: The Fire Alarm has not been FORM A COMPLETE GROUNDING ELECTRODE SYSTEM PER 2020 reviewed or approved by FAS. The fire alarm system construction HEATING 20000 1.00 10000 10000 documents shall be reviewed by a NICET III, an ESA/NTS Certified Fire NEC 250.53. PROVIDED AND INSTALLED ON SITE BY OTHERS Alarm Designer(CFAD) Level III Fire in fire alarms, or a licensed WATER HEATERS (3) 14400 1.00 7200 7200 professional engineer(PE) in Washington prior to being submitted for HEAT TRACE 500 1.00 500 500 permitting. The reviewing professional shall submit a stamped, signed, and dated letter; or a verification method approved by the local authority having WASHINGTON -SPACE BY SPACE LIGHTING POWER DENSITY PER 2018 WSEC C405.4.2.2 1 risdiction (site location in WA State) indicating the system has been TOTALS PHASE PHASE NEUTRAL NEUTRAL eviewed and meets or exceeds the design requirements of the state of A B A g SPACE WATTS SQ. FT. OPTION 1 OPTION 2 Washington and the local jurisdiction. VA 25471.0 23958.0 3813.0 2300.0 DESIGNATION SQ. FT. SPACE TYPE ALLOWANCE BASE * REDUCTION ** REDUCTION ** AMPS 212.3 199.7 31.8 19.2 CLASSROOM A 768 CLASSROOM 0.71 545 490.8 436.2 CLASSROOM B 768 CLASSROOM 0.71 545 490.8 436.2 STATE OF WASHINGTON y� E' SIC LARGEST POWER PHASE 25471.0 VA LARGEST NEUTRAL PHASE 3813.0 VA RESTROOM 1 52 RESTROOM 0.63 33 29.5 26.2 DEPT.OF LABOR AND WgShiyc��� INDUSTRIES Q 212.3 AMPS 31.8 AMPS RESTROOM 2 56 RESTROOM 0.63 35 31.8 28.2 ` z FAS PLAN REVIEW/SECTION NOTES: TOTAL SQ. FT. 1644 TOTAL ALLOWED 1042.7 926.9 APPROVED TOTAL INSTALLED 864.0 864.0 06/12/2023 -10 PASS OR FAIL PASS PASS SUBJECT TO CODE 101 FG ST 2647 �`SS ENG\ * BASE =SQ. FT. x ALLOWED WATTS PER SQ. FT. -TABLE C405.4.2(2) AND FIELD INSPECTION /ONAL ** OPTION 1 REDUCTION = BASE x.90(C406.3.1) *** OPTION 2 REDUCTION = BASE x .80 (C406.3.2) SIGNED 06/01/2023 5-2-2023 ELECTRICAL ENGINEERING SRP COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ MODULAR CLASSROOM for. Approved for Const: Job No: 20355-20356 5/31/2023 1 CUSTOMER REVISIONS SRP THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: 6-1-2023 ENGINEERING REVIEW HEM NOT BE REPRODUCED, USED, OR DISCLOSED ■� 0 �� 28x64 ARLI N GTO N S D - EAGLE CREEK ES TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES,INC. Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. AVAI P.O.BOX489 www.blazerind.com WA Pacific Mobile ARLINGTON WA Issue Date: 5/3/2023 31 ■■ 945 Olney St. ■ Aumsville,OR 97325-0489 Page 21 of 110 Expires 06/30/2023 18FBS2300070 (T) �OR O INTERIOR 2x8 BLOCKING 64'-0"tCRI WL SPACE FAN CRAWL SPACE INTAKE 2 END COLUMN COLUMN AT COLUMN FINISHED 2x8 BLOCKING 16 x 8 VENTS s GRADE AT COLUMN SEE NOTE #11 FOR QTY. s-t A -------------------------------------------- ---- ------------------------------ c9 I I I I I I -I 11=III=III (3) 4x10 POSTS, 2x4 w/ (2) 0.148 sst =III= SITE INSTALLED NAILS TO EACH 4x10 III—III e a 2x6 PT SILL I - - � _ _ - - - - - - - - - I — — — — — — — — — — — — — — �00 I 12d or 16d BOX 1 32' " z CONT. #4 HORIZ. Q t -0 w (3) SIMPSON PA18 (OR MASA) NAILS (TOENAILED) j 71 -t I / BAR @ 18 oc w cv I� 1 C) STRAP w/ (6) 0.148 x 1Y2" E.G. �o � s-t / #4 @ 48"oc z NAILS INTO POST (ONE STRAP 30# ASPHALT SHINGLE O / ( ® 1 / ON BACK SIDE) L, \u J L� r-j 8'-0" 8'-0" 8'-0" 8'-0\ 0" 8'-0" 8'-0" 8'-0 I: . l 24" I II II O I ' l — — I ti5'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-0, T I"hil I I- \L 111=III—III—III= III—III—III—lI1L----------------------------------------------------------------------------------j Q0 (3) #4 BARS EACH WAY -III—III— 7- #4 REBAR EACH WAY j u l u III 0 -------------------------------------------------------------------------------------� 30" SQUARE -I 54" SQUARE I 24" WIDE BLOCK-OUT FOUNDATION FOR CRAWL SPACE PLAN Di ACCESS. SEE NOTE #9 END COLUMN DETAIL 2 INTERIOR COLUMN FOOTING DETAIL 1/8" = 1'-0" 1" = 1' 0" 1" = 1' 0" GENERAL NOTES: 64' WALLS (A & C) 28' WALLS (1 & 21 1. FOUNDATION SYSTEM IS ENGINEERED ONLY FOR USE WITH BUILDINGS MANUFACTURED BY BLAZER INDUSTRIES, INC. TOENAIL RIM TO SILL w/ 16d HOT DIP TOENAIL RIM TO SILL w/ 16d HOT DIP GALV. BOX NAILS @ 12"oc. GALV. BOX NAILS @ 12"oc. 2. MINIMUM PROPERTY LINE SETBACK IS 10'-0". Q FASTEN SHEAR STRIP TO RIM AND SILL FASTEN SHEAR STRIP TO RIM AND SILL 3. BUILDING DESIGN LOADS ARE AS FOLLOWS: Q0 WITH 8d HOT DIP GALV. BOX NAILS @ WITH 8d HOT DIP GALV. BOX NAILS @ ROOF..........30 PSF (SNOW) 6"oc. 4"oc. WIND...........110 MPH EXPOSURE "C" (V) o FLOOR.........40 PSF or 1000 LBS. USE SIMPSON MASA OR Y2" ANCHOR USE SIMPSON MASA OR Y2" ANCHOR SEISMIC.......SITE CLASS D, SDS=1.200, SD1=0.680 BOLTS OR EQUAL ANCHORS @ 6'-0"oc BOLTS OR EQUAL ANCHORS @ 4'-0"oc AND 3Y2" TO 12" FROM END OF AND 31'2" TO 12" FROM END OF MUDSILL 4. ASSUMED SOIL ALLOWABLE BEARING PRESSURE TO BE 1500 PSF o MUDSILL PIECES. PIECES. (VERIFY WITH LOCAL BLDG OFFICIAL). N \ NOTES: 5. ALL PERIMETER FOOTINGS TO BE MIN. 12" BELOW GRADE N \ STEMWALL HEIGHT SHALL NOT EXCEED AT THE BOTTOM OF THE FOOTING, OR AS REQUIRED BY QO 4 FT. FOOTING DEPTH TO BE AS LOCAL CONDITIONS. REQUIRED BY BUILDING OFFICIAL. 6. CONCRETE TO BE MINIMUM OF 2500 PSI AT 28 DAYS. Un B 7. PROVIDE BLOCK-OUT IN STEMWALL FOR ELECT. STUB DOWN. Q0 QA ORO 2 x 8 LVL RIM 8. REINFORCED STEEL: GRADE 60, PLACED 3" CLEAR OF BOTTOM. LAP BARS MIN. 24" AT ALL SPLICES AND CORNERS. CN NOTE: O&(D 9. CRAWL SPACE ACCESS IN FOUNDATION STEM WALL. ACCESS N Q FINISHED SIMILAR DOOR, DOOR FRAME AND LOCK PROVIDED BY OTHERS. t GRADE 10. USE 6 MIL BLACK POLYETHYLENE UNDER ENTIRE BUILDING WITH v JOINTS OVERLAPPED 12". 0 z 4 x 6 POST 12d or 16d BOX 4x8 DF 2 BEAM 11. VENTING: REFER TO FLOOR PLAN FOR VENT LOCATIONS. w # 12d or 16d BOX NAILS MECHANICAL VENTILATION IS PROVIDED AT A RATE OF 1.0 NAILS (TOENAILED) TOE-NAIL EACH SIDE -III 4x4 POSTS CFM FOR EACH 50 S.F. OF CRAWLSPACE AREA (34 CFM MIN. @ 4'-0"oc MAX. PER IBC SECTION 1203.4.2 EXCEPTION 3). FANTECH FG-4 WILL STATE OF WASHINGTON U 1 j=III - 2x6 PT SILL ASPHALT SHINGLE BE LOCATED IN THE ELECTRICAL ROOM. VENT PIPES WILL DEPT.OF LABOR AND C SIMPSON MASA OS GU S PLYWOOD EXTEND FROM THE BOTTOM OF THE FLOOR THROUGH THE INDUSTRIES SHEAR CONT. #4 HORIZ. Q STRAP w/ 4- 10d x 1Y2" OSB GUSSET CONCRETE PAD BUILDING AND OUT THROUGH THE ROOF. w/ (3) 8d NAILS INTO BEAM FAS PLAN REVIEW/SECTION STRIP BAR @ 18"oc Li ASPHALT NAILS INTO POST w/ (3) 8d NAILS INTO POST APPROVED - _j OPTION: PB44 ASPHALT SHINGLE APT 2x4STEMTIGHTSFITSE OPTION: PC44 or AC4 12. BOLT BUILDING TOGETHER AT MOD. LINE AS FOLLOWS: 06�12�ZOZ3 4 @ 48"oc CONCRETE PAD # z ° s FROM TOP OF FOOTING SUBJECT TO CODE CO 6 - AND TOE-NAIL TO RIDGEBEAMS......1/2" BOLTS WITH 1 1/2" DIAMETER o o AND FIELD INSPECTION I (2) #4 REBAR BEAM. ALT.-USE MIN. � WASHERS AT 6'-0"oc AND 8" FROM ENDS. L 1Y2" DEEP BEAM LO POCKET. SHIM WITH °O FLOOR RIMS.......1/2" BOLTS WITH 1 1/2" DIAMETER 0 6 MIL. VAPOF4�� _ 30# FELT AS NEEDED ' C\Ia BARRIER :°. ° 00 _ _ _ o _ _ _ WASHERS AT 4'-0"oc AND 8" FROM ENDS. `Q ° _ 06/02/2023 Q, III=1 —_ —_ —III -III—III—I �—III—III- I =1 11- III—III SQUARE u —III =1 I 1-1 �_I 18" SQUARE III— 1= M S$� IEl l I 18' —III=11I-_ =1 1 _I — - o� wAsr�l � O 12" II- l—II II— OR 1'-8" DIA. 11= 1I—II OR 1' 8" DIA. 4 C4 0 Cn F STEMWALL FOOTING DETAIL 4MODLINE FOOTING DETAIL MIDSPAN FOOTING DETAIL }t, �� 35006 w� 0 1„ = 1'-0" 1„_1'-0,> 1„ = 1'-0" ��s�GrsTE��� `rIONAL E, j 5/31/2023 CUSTOMER REVISIONS MKL COPYRIGHT 2023, BLAZER INDUSTRIES, INC. ■ Approved for Const: Job No: 20355-20356 MODULAR THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for OF BLAZER INDUSTRIES, INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED - 28x64 ARL I N GTO N SD - EAGLE CREEK ES ■■ INDUSTRIES,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE AVAI P.O.BOX 489 www.blazerind.com SM 1 Drawn By: MKL DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ 945 Olney St. ■ Aumsville,OR97325-0489 WA Pacific Mobile ARLINGTON, WA Issue Date: 61112023 N O N � Page 22 of 110 Expires 06/30/2023 u a E ELECTRICAL LEGEND GENERAL NOTES(APPLY ALL DRAWINGS) 1. LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO DIGGING. architect_ SYMBOL DESCRIPTION SYMBOL DESCRIPTION MCGRANAHAN ARCHITECTS n�^IEP7AC E� nn���nnOn� �nn2n���nnn^�nnn� 2. SAW-CUT CNDREP IRLAND AND LANDSCAPING AS IREDFIORROCHCONCRETEAND civilengOCIATE W (�" (��"IS 11V lIV �IfV I1V Ir W W U(��" U W ASPHALT,AND REPAIR LANDSCAPING AS REQUIRED FOR ROUTING OF HARMSEN AND ASSOCIATES,INC UNDERGROUND RACEWAYS. 8T DUPLEX RECEPTACLE R INDICATES TAMPER RESISTANT) COMMUNICATION/DATA OUTLET-PROVIDE 2 CAT 6 CABLES AND JACKS AT EACH LOCATION BACK TO THE IDF ENCLOSURE.# e I e c t r c a engineer _ ll 0 () 3. FOR SYSTEMS CONDUITS,PROVIDE SPARE PULL STRING IN EACH NEW AND BCE ENGINEERS,INC. QDO DUPLEX RECEPTACLE(G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) INDICATES NUMBER OF CABLES IF DIFFERENT THAN(2). EXISTING WHERE WORK IS PERFORMED. CEILING MOUNTED WIRELESS ACCESS POINT OUTLET-PROVIDE 2 CAT6 CABLES AND JACKS AT EACH LOCATION BACK TO THE modular building m a n f_ FOURPLEX RECEPTACLE O IDF,UNLESS NOTED OTHERWISE 4. FLASH,COUNTER-FLASH AND SEAL ALL PENETRATIONS. BLAZER INDUSTRIES,INC.-PACIFIC MOBILE CEILING MOUNTED RECEPTACLE ^ 5. ALL SYSTEMS SHALL EXTEND FROM EXISTING SCHOOL SYSTEMS AS REQUIRED WALL MOUNTED IDF INCLOSURE-MOUNT TO FIRE TREATED BACKBOARD TO BE FULLY FUNCTIONAL.SEE PORTABLE LAYOUT FOR ALL SYSTEMS TO BE [EQUppPAIEH7 AHD MEMO EXTENDED.SEE ELECTRICAL PORTABLE PLANS AND ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION. CONDUIT STUB OUT(PROVIDE CONCRETE MARKER ON EXTERIOR) �uV�WVI1V AL�AG,311VU l!U�LSUVII 6. FIELD VERIFY DIMENSIONS AS DISTANCES MAY NOT BE EXACT. DEDICATED CONDUIT HOMERUN TO PANEL&CIRCUIT NUMBERS AS INDICATED ON PLANS IACP INTRUSION ALARM CONTROL PANEL 7. ALL SYSTEMS WIRING SHALL HAVE LOOPS OF CABLE LOCATED IN EACH RACEWAY CONCEALED IN WALL OR CEILING PORTABLE IN SUCH LENGTHS AS REQUIRED TO ROUTE TO A DEVICE LOCATED AT RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB ❑A AUDIO SENSOR-WALL MOUNT AT+84"AFF THE FURTHEST POINT OF THE PORTABLE FOR FUTURE RELOCATION OF DEVICES. MARKS INDICATE NUMBER OF#12 AWG UNLESS NOTED OTHERWISE ❑D DOOR POSITION SWITCH-MOUNTED IN DOOR FRAME 8. LOW VOLTAGE CABLES FOR EACH DOUBLE PORTABLE CLASSROOM SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED: III GROUNDING SYSTEM PER CODE 8.1. FIRE ALARM-AS REQUIRED FOR EACH EXISTING FIRE ALARM SYSTEM 2 nn AU �n nnnn M nn 8.2. INTRUSION ALARM SYSTEM-(1)#18/6 TO EACH DEVICE Q JUNCTION BOX-SIZE PER CODE I �W IE QISL=Q W UTAI S 1! S TEPA 8.3. INTERCOM-(1)WESTPENN AQC439 MULTI-CONDUCTOR TO EACH ANALOG INTERCOM/CLOCK SPEAKER. i PANELBOARD FACP FIRE ALARM CONTROL PANEL 8.4. INTERCOM-(1)CAT 6 CABLE TO EACH IP INTERCOM/CLOCK SPEAKER. , 1N R. o ENCLOSED CIRCUIT BREAKER,AMPERES AS INDICATED 8.5. (1)6 STRAND OS-2 SINGLEMODE FIBER OPTIC CABLE TERMINATED WITH LC �cv s of V,� FAPS FIRE ALARM POWER SUPPLY-PROVIDE WHERE REQUIRED AND AS SHOWN ON PLANS. STYLE CONNECTORS ON BOTH ENDS FOR TELECOMMUNICATIONS [HH1 HANDHOLE BACKBONE FROM MDF TO EACH OF IN PORTABLES. Ql OM UTILITY METER FIRE ALARM HEAT DETECTOR-MOUNT TO STRUCTURE ABOVE CEILING WITHIN 6"OF PEAK. 9. ALL LOW VOLTAGE CABLE SHALL BE SUITABLE FOR WET LOCATIONS WHERE x oA egoisyo M ROUTED UNDERGROUND.SEE ELECTRICAL PORTABLE PLANS FOR SYSTEM IONAL n aM��nn a FIRE ALARM SMOKE DETECTOR WITH BASE DEVICE LOCATION.SEE ELECTRICAL SITE PLAN FOR SYSTEMS MANUFACTURE y�Nry L lO5 N I1V l�5 INFORMATION. © FIRE ALARM PULL STATION-WALL MOUNT AT+48"AFF. RECESSED LIGHT FIXTURE 10. ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH ADJACENT SURFACES, FIRE ALARM HORN STROBE-WALL MOUNT AT+80"AFF OR 6"BELOW CEILING,WHICHEVER IS LOWER."S"INDICATES SURFACE ROUTED TIGHT TO WALL,AND LOCATED AS INCONSPICUOUSLY AS POSSIBLE.ALL -❑ WALL MOUNT LIGHT FIXTURE MOUNT EXPOSED EXTERIOR CONDUIT SHALL BE GAVANIZED RIGID STEEL. COMBINATION EXIT/TWIN HEAD FLOOD FEES FIRE ALARM STROBE-WALL MOUNT AT+80"AFF OR 6"BELOW CEILING,WHICHEVER IS LOWER."S"INDICATES SURFACE MOUNT 11. ALL JUNCTION BOXES SHALL BE SIZED PER NEC,UNLESS A LARGER SIZE IS IDENTIFIED ON THE PLANS.PROVIDE SECURITY SCREWS FOR JUNCTION BOXES �I1V rENCOI1V11/CLO�CW BV87EN LOCATED IN AREAS THAT ARE EXPOSED TO THE PUBLIC,STUDENTS,OR SCHOOL STAFF. CHE INTERCOM HEADEND 12. CONTRACTOR MAY REUSE EXISTING DEVICES ONLY IF THEY ARE FIELD-VERIFIED TO BE IN GOOD WORKING CONDITION AND ARE COMPATIBLE WITH LOCAL SITE ® INTERCOM/CLOCK SPEAKER-WALL MOUNT WITH MFR RECOMMENDED BACKBOX AT+84"AFF. SYSTEMS. n nL� nn 13. WHERE FIRE ALARM CABLES SHARE HANDHOLES WITH OTHER SYSTEMS, VGA 9 2 C E L� A H E O V S PROVIDE SEPARATIONS AS REQUIRED BY CODE WITH J-BOX AND FLEX CONDUIT IF r o j e c t_ WITHIN HANDHOLE. EAGLE CREEK ELEMENTARY- O CONSTRUCTION NOTES PORTABLE 14. UPDATE EXISTING FIRE ALARM GRAPHIC AND REMOTE ANNUNCIATORS AT THE c 11 e n t_ W W INDICATES WEATHERPROOF FOR ALL DEVICES,PROVIDE LOCKING COVER ON RECEPTACLES. SCHOOL TO INDICATE ALL PORTABLES. ARLINGTON PUBLIC SCHOOLS AH 15. PROVIDE A TEST OF FIRE ALARM SYSTEM AT EACH SCHOOL TO VERIFY THAT ALL o c a t o n_ 1 MECHANICAL EQUIPMENT CONNECTION ARLINGTON,WA ZONES ARE FUNCTIONING CORRECTLY. ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED 16. FOR ALL LOW VOLTAGE SYSTEMS,PROVIDE PRODUCT DATA AND SHOP DRAWINGS TO BE APPROVED BY OWNER AND ENGINEER PRIOR TO Project No.2010.330 INSTALLATION. ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS CONTINUED ELECTRICAL SPECIFICATIONS CONTINUED DIVISION 26-ELECTRICAL SECTION 26 00 00-ELECTRICAL GENERAL CONDITIONS SECTION 26 05 33-RACEWAY SECTION 27 20 00-DATA AND VOICE INFRASTRUCTURE 0 THE ELECTRICAL CONTRACTOR SHALL CONFORM TO THE GENERAL CONDITIONS, 0 ALL RACEWAYS SHALL BE GRS,IMC,OR EMT UNLESS NOTED OTHERWISE. 0 ALL WORK SHALL MEET THE FOLLOWING STANDARDS:BICSI ITSIMM;BICSI TDMM;ANSI/­IA SUPPLEMENTARY CONDITIONS,AND RELATED WORK IN OTHER DIVISIONS FOR ALL WORK IN 0 PVC CONDUIT MAY BE USED FOR UNDERGROUND RACEWAYS. 606-A;ANSI/TIA 607-B;EIArrIA-455-61;TIA-526-7;ANSI/TIA 568-C.0;ANSIITIA 568-C.1;ANSI/TIA DIVISION 26,27 AND 28. 0 FLEXIBLE CONDUITS SHALL BE PERMITTED IN 6 FOOT LENGTHS TO MOTORS AND LAY-IN 568-C.2;ANSIITIA 568-C.3;EIA/TIA 569-13;IEEE 802.3;IBC;IFC;NEC;AND MANUFACTURER'S 0 THE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE APPLICABLE STANDARDS AND LIGHT FIXTURES. RECOMMENDATIONS. CODES OF THE FOLLOWING:ASTM,NBFU,NEC,WAC,NESC,NEMA,NFPA,U.L.,IPCEA,CBM, 0 THE CONTRACTOR SHALL FURNISH,INSTALL,AND TEST ALL MATERIALS FOR A COMPLETE ETL. SECTION 26 2213-DRY TRANSFORMERS SYSTEM PER THIS SPECIFICATION AND THE DRAWINGS. 0 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES,PERMITS AND INSPECTIONS 0 PRIOR TO CONSTRUCTION,PROVIDE A MATERIALS LIST OF EACH DEVICE INCLUDING REQUIRED BY LAWS,ORDINANCES AND RULES GOVERNING WORK. 0 TRANSFORMERS SHALL BE U.L.LISTED AND COMPLY WITH NEMA STANDARD TP-1. QUANTITY,MANUFACTUERER,MODEL NUMBER,DESCRIPTION AND CUTSHEETS,AND SHOP 0 THE CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT DRAWINGS. 0 ENCLOSURES SHALL BE NEMA 3R RATED. DRAWINGS TO INDICATE ALL OUTLET LABELING AND RACK IDENTIFICATIONS. 0 THE CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY OF WORKMANSHIP FOR A 12 0 NOISE LEVELS SHALL NOT EXCEED ANSI STANDARD SOUND LEVELS. 0 LABELING ALL CABLES,OUTLETS,PATCH PANELS AND RACKS PER OWNER'S MONTH PERIOD. 0 TRANSFORMERS SHALL BE INSTALLED ON SPRING VIBRATION ISOLATORS. REQUIREMENTS. 0 SHOP DRAWINGS AND OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED IN 0 COPPER WORKSTATION CABLE SHALL BE CMP(BLUE)FOR CATEGORY 6.COPPER WIRELESS ACCORDANCE WITH DIVISION 1 SPECIFICATIONS. SECTION 26 2416-PANELBOARDS ACCESS POINT CABLE SHALL BE CMP(GREEN)FOR CATEGORY 6.CABLES SHALL BE TERMINATED ON MODULAR JACKS. SECTION 26 0519-WIRES AND CABLES 0 PANELBOARDS SHALL BE RATED AT VOLTAGE AND CURRENT FOR INTENDED USE.PANELS 0 PATCH PANELS SHALL ACCEPT MODULAR JACKS AND BE 24-OR 48-PORT. SHALL BE 3-PHASE,4-WIRE UNLESS NOTED OTHERWISE. 0 WORKSTATION OUTLETS SHALL ACCEPT MODULAR JACKS.FACEPLATE SHALL MATCH 0 ALL WIRING SHALL BE COPPER THW OR THHN. 0 CIRCUIT BREAKERS SHALL BE RATED FOR AVAILABLE AIC.BREAKERS SHALL BE BOLT ON POWER RECEPTACLE FACEPLATES IN COLOR AND STYLE.JACKS SHALL MATCH 0 MC CABLE MAY BE USED FOR BRANCH CIRCUITS UP TO 30 AMPS WHERE CONCEALED. TYPE. RECEPTACLE DEVICE COLOR.SURFACE-MOUNT OUTLETS ABOVE CEILINGS SHALL BE 0 CONDUCTORS SHALL BE TESTED WITH A"MEGGER"TYPE TESTER.FEEDERS SHALL BE 0 CABINETS SHALL BE FLUSH OR SURFACE AS INDICATED. 'BISCUIT BLOCK STYLE(WHITE). CHECKED TO ENSURE PHASE ROTATIONS FOR MOTORS AND EQUIPMENT. 0 CABINETS SHALL BE LOCKABLE,WITH IDENTICAL KEYING. 0 PROVIDE ONE(1)COPPER 15 PATCH CABLE FOR EACH WORKSTATION OUTLET AND ONE(1) 0 PROVIDE NEMA 3R ENCLOSURE FOR PANELBOARDS INSTALLED OUTDOORS. T PATCH CABLE FOR EACH JACK IN THE FIELD. SECTION 26 05 26-GROUNDING 0 PROVIDE ONE(1)COPPER PATCH CABLE IN THE MDF/IDFS FOR EACH CABLE PROVIDED IN SECTION 26 2816-DISCONNECTS AND FUSED SWITCHES THIS PROJECT-COORDINATE WITH THE OWNER FOR LENGTHS. 0 A GROUNDING SYSTEM SHALL BE PROVIDED FOR NEUTRAL GROUND AND EQUIPMENT 0 RACKS SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. GROUND AS REQUIRED BY CODE. 0 SWITCHES SHALL BE HEAVY-DUTY TYPE,WITH QUICK-BREAK AND SHALL BE HORSEPOWER 0 GROUND ALL EQUIPMENT PER THE MANUFACTURER'S RECOMMENDATIONS,DIVISION 26,AS 0 PROVIDE GROUND WIRE IN ALL CONDUITS. RATED. REQUIRED BY CODE AND PER ANSI-STD-J-607-A UTILIZING GROUNDING BUSBARS. 0 METAL INTERNAL PIPING SHALL BE GROUNDED. 0 ENCLOSURE SHALL HAVE INTERLOCKING COVER TO PREVENT OPENING DOOR WHEN 0 TEST ALL CABLES UTILIZING A TEST METER AND PROVIDE TEST REPORTS SHOWING ALL SWITCH IS CLOSED. CABLES PASSING. SECTION 26 05 32-OUTLETS AND PULL BOXES 0 EXTERIOR ENCLOSURES SHALL HAVE A RAINTIGHT RATING. 0 WARRANTY FROM THE MANUFACTURER SHALL BE VALID FOR A PERIOD OF NO LESS THAN i s s u e d_ 25YEARS. BID PERMIT SET 22 MAY 23 0 OUTLET AND PULL BOXES SHALL BE PRESSED STEEL,ZINC COATED,4"SIZE MINIMUM. SECTION 26 28 13-FUSES 0 EXTERIOR OUTLET AND JUNCTION BOXES SHALL BE CAST IRON OR CORROSION RESISTANT ALLOY COMPATIBLE WITH RACEWAY. 0 CIRCUITS 0 TO 600 AMPERES SHALL BE PROTECTED BY DUAL ELEMENT FUSES. 0 EXTERIOR BOXES BELOW GRADE SHALL BE CONSTRUCTED OF PRE-CAST CONCRETE WITH 0 CIRCUITS 601 TO 6000 AMPERES SHALL BE PROTECTED BY LOW-PEAK TIME-DELAY FUSES. SIZE AS REQUIRED BY APPLICATION. 0 FUSES SHALL BE BUSSMAN OR SHAWMUT. 0 ALL WORK IN THIS SECTION SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. 0 DEVICE MOUNTING HEIGHTS SHALL BE AS FOLLOWS:SWITCHES-4 FEET;RECEPTACLES-18 INCHES;OTHER DEVICES AS NOTED ON PLANS OR IN OTHER SECTIONS OF THE SPECIFICATIONS. drawn_ SW checked_ BH sheet ORIGINAL SHEET 15 30"x 42" copyright 2023 E0.01 all rights reserved GENERAL NOTES CONSTRUCTION NOTES SYSTEMS CONSTRUCTION NOTES 1. CONTRACTOR TO FIELD VERIFY ALL LOCATIONS THAT 1O SEE ONE-LINE ON SHEET E5.01 FOR CONDUIT AND Ti EXISTING FIRE ALARM CONTROL PANEL IS A SIMPLEX REQUIRE PENETRATIONS WITHIN MAIN BUILDING. CONDUCTOR SIZES. 4002(APPROXIMATE LOCATION IS SHOWN). a 2. COORDINATE CONDUIT ROUTING WITH OTHER UTILITIES O ROUTE CONDUIT AS INCONSPICUOUSLY AS POSSIBLE T2 EXISTING INTRUSION ALARM CONTROL PANEL IS A E PRIOR TO ROUGH-IN. AT CORNER BETWEEN WALL AND CEILING THROUGH SONITROL(APPROXIMATE LOCATION IS SHOWN). HALLWAY. 3. UNDERGROUND CONDUIT SHOWN ON SITE PLAN IS T3 AT EXISTING INTERCOM HEAD END IS A TELECENTER BY arc h i t e c t_ ROUTED UNDER CONCRETE/ASPHALT.CONTRACTOR O3 ROUTE CONDUIT ABOVE ACCESSIBLE CEILING IN DIMENSIONAL COMMUNICATIONS(APPROXIME MCGRANAHAN ARCHITECTS SHALL CUT,PATCH AND REPAIR ALL ASPHALT THAT IS CLASSROOMS. LOCATION IS SHOWN). c i v i I engineer_ IMPACTED BY CONSTRUCTION. HARMSEN AND ASSOCIATES,INC ® CORE DRILL AND LB DOWN WALL AND ROUTE CONDUIT T4 EXISTING MDF(APPROXIMATE LOCATION IS SHOWN). UNDERGROUND. electrica l engineer_ T5 PROVIDE OLDCASTLE 3030-LA SYSTEMS VAULT. BCE ENGINEERS,INC. O5 FUSED DISCONNECT IN NEMA 3R ENCLOSURE.INSTALL ON UNI-STRUT. T6 PROVIDE THE FOLLOWING CONDUITS.SEE ELECTRICAL modular building m a n f_ PORTABLE PLAN FOR CONTINUATION. BLAZER INDUSTRIES,INC.-PACIFIC © 150KVA DRY-TYPE TRANSFORMER IN NEMA 3R (1)2"C.FOR FIBER MOBILE ENCLOSURE. (1)2"C.FOR INTERCOM AND INTRUSION ALARM -(1)2"C.FOR FIRE ALARM O7 PANEL'PD'.PROVIDE NEMA 3R ENCLOSURE.INSTALL ON UNI-STRUT. T7 APPROXIMATE LOW VOLTAGE CABLE ROUTE THROUGH CEILINGS. TB PROVIDE JUNCTION BOXES FOR CABLE TRANSITION INTO BUILDING. I 1 _ I I I \ Gy i DA R�IaTONAL_4 J �S'STD1 ry�ry I y�N I r I � I I EXISTING MDB o o i y O I rJ �—, � I r-------- I IACP o T2 ------------ / ___ — — protect_ ——— EAGLE CREEK ELEMENTARY- PORTABLE T1 a / FACP I—————— _____ client_ ARLINGTON PUBLIC SCHOOLS � � I IC HE IT3 location_ ARLINGTON,WA OO / EAGLE CREEK ES 2 I MAIN BUILDING Project No.2010.330 r7 ELECTRICAL SITE j —s0�s0 I I T7 I l I I / PLAN I y 3 3 T7 I I I y I T8 — T4 — J \I -- m I I I y II I I I 1 — ------- --f-- — I L_—. -- - ——————— —'--- —n �/ — it II I w I Ill 1 Ill � Iw Ill ill h� 9D'SD I I I lII III T6 \ �sD I I II I I I lII � PORTABLE s0 I \ I1 sD 5 s0 T6 m �5 ————————— ——— —I sD�sD 16 _ V— issued_ BID/PERMITSET 22 MAY 23 $ \ I 1 7 T5 1p I so\ I Il T6 a $ So I PORTABLE 2 \ I II I �so I I I I II I II h I so II ------------------- I II 1 So u w w w w w— m sO _I drawn SW PROJECT NORTH checked_ ELECTRICAL SITE PLAN BH 1.=20'-0" sheet ORIGINAL SHEET 15 30"x 42" copyright 2023 E 1.01 all rights reserved u a E architect_ MCGRANAHAN ARCHITECTS civil engineer_ HARMSEN AND ASSOCIATES,INC electrical engineer_ BCE ENGINEERS,INC. modular building manf_ BLAZER INDUSTRIES,INC.-PACIFIC MOBILE 0 0 of 04 RA$y�Nc d f� o- -------------- �SSiONAL w�61 ryrylry : project_ EAGLE CREEK ELEMENTARY- PORTABLE client_ ARLINGTON PUBLIC SCHOOLS location_ ARLINGTON,WA ELECTRICAL CEILING PLAN (FOR REFERENCE ONLY) Project No.2010.330 114'=1'-0" ELECTRICAL PLANS- PORTABLE 1 0 A - A 0 PANEL'A1' 7.78"AFF J +7g"AFF CONSTRUCTION NOTES 2 O PROVIDE CONNECTION FOR FAPS. 0 INSTALL OWNER-FURNISHED TELECOM RACK. J A1-19 FAPS 0 000 000 0 o- - - - - - - o - - - - - - - - - - o - - - - - P P issued_ BID/PERMITSET 22 MAY 23 D D kC DC D P P D c 7C W ELECTRICAL PLAN drawn_ SW checked_ BH sheet ORIGINAL SHEET 15 30"x 42" copyright 2023 E2.01 all rights reserved u a E architect_ MCGRANAHAN ARCHITECTS civil engineer_ HARMSEN AND ASSOCIATES,INC electrical engineer_ BCE ENGINEERS,INC. modular building manf_ BLAZER INDUSTRIES,INC.-PACIFIC MOBILE 0 0 of 04 RA$y�Nc d f� o- -------------- �SSiONAL w�61 ryrylry : project_ EAGLE CREEK ELEMENTARY- PORTABLE client_ ARLINGTON PUBLIC SCHOOLS location_ ARLINGTON,WA ELECTRICAL CEILING PLAN (FOR REFERENCE ONLY) Project No.2010.330 114'=1'-0" ELECTRICAL PLANS- PORTABLE 2 0 A - A 0 PANEL'A1' 7.78"AFF J +7g"AFF CONSTRUCTION NOTES 2 O PROVIDE CONNECTION FOR FAPS. 0 INSTALL OWNER-FURNISHED TELECOM RACK. J A1-19 FAPS 0 000 000 0 o- - - - - - - o - - - - - - - - - - o - - - - - P P issued_ BID/PERMITSET 22 MAY 23 D D kC DC D P P D c 7C W ELECTRICAL PLAN drawn_ SW checked_ BH sheet ORIGINAL SHEET I530"x42" E2.02 copyright 2023 all rights reserved u a E PANEL: PD 3 PH 4 WIRE VOLTAGE:208YI120V 400A MCB PANEL: Al 1 PH 3 WIRE VOLTAGE:120/208V 225A MCB LOC: MOUNT:SURFACE FEED:BOTTOM LOC: PORTABLE 1 MOUNT:FLUSH FEED:BOTT 225A BUS architect TYPE: NEMA 3R POLES:12 SF MAINS: 10,000AIC MINIMUM TYPE: NEMA 1 POLES:42 SF MAINS: 22,000AIC MINIMUM MCGRANAHAN ARCHITECTS LOAD CIR. CIR.BRKR CIR.BRKR CIR. LOAD LOAD CIR. CIR.BRKR CIR.BRKR CIR. LOAD TYPE TYPE TYPE TYPE c v l engineer I _ LOAD CIRCUIT DIRECTORY N0. P AMP A B C P AMP N0. CIRCUIT DIRECTORY LOAD LOAD CIRCUIT DIRECTORY N0. P AMP A B P AMP N0. CIRCUIT DIRECTORY LOAD HARMSEN AND ASSOCIATES,INC SPACE 1 22884 2 2 PORTABLE 1 PANEL'Al' 22884 SF L 994 LIGHTING 1 1 20 7379 2 2 HVAC 6385 H SPACE 3 21740 225 4 21740 SF R 900 RECEPTACLES 3 1 20 7285 80 4 6385 H electrical engineer_ SPACE 5 22884 2 6 PORTABLE 2 PANEL'A2 22884 SF R 900 RECEPTACLES 5 1 20 7285 2 6 HVAC 6385 H BCE ENGINEERS,INC. SPACE 7 21740 225 8 21740 SF R 540 RECEPTACLES 7 1 20 6925 80 8 6385 H modular building m a n f_ SPACE 9 2 10 SPARE R 900 RECEPTACLES 9 1 20 4020 2 10 WATER HEATER 3120 WH BLAZER INDUSTRIES,INC.-PACIFIC SPACE 11 225 12 R 540 RECEPTACLES 11 1 20 3660 30 12 3120 WH M081LE TOTAL THISPANEL-> 44624 21740 22884 TOTAL 89248 R 720 RECEPTACLES 13 1 20 3840 2 14 WATER HEATER 3120 WH D 500 HEAT TRACE 15 1 20 3620 30 16 3120 WH LIGHTING(125%)=2485.00 1 44624 1 21740 1 22884 TOTAL CONNECTED LOAD(VA):89,248.00 R 360 RECEPTACLE 17 1 20 360 18 SPACE RECEPTS-10000(1000%)=9720.00 LARGEST MOTOR(125%)=0.00 KITCHEN LOADS(65%)=0.00 TOTAL CONNECTED CURRENT(A):247.73 ® D 250 FAPS 19 1 20 250 20 SPACE RECEPTS>10000(509/6)=0.00 OTHER MOTORS(100%)=16416.00 APPLIANCES(100%)=0.00 SPACE 21 22 SPACE RECEPTS TOTAL=9720.00 MOTORTOTAL=16416.00 DEDICATED(100%)=1500.00 TOTAL DEMAND LOAD(VA):89,745.00 SPACE 23 24 SPACE ELECTRIC HEAT(100%)=34664.00 WATER HEATERS(100%)=24960.00 MISC(1 00%)=0.00 TOTAL DEMAND CURRENT A 249.11 NOTES: L=LIGHTING,R=RECEPTACLES,H=ELECTRIC HEAT,ML=LARGEST MOTOR,MO=OTHER MOTORS,WH=WATER HEATERS,K=KITCHEN LOADS,A=APPLANCES, SPACE 25 26 SPACE D=DEDICATED,X=MISC,SF=SUB FEED SPACE 27 28 SPACE SPACE 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 FUTURE SOLAR SPACE 41 42 FUTURE SOLAR , 1N R. 6604 TOTAL THISPANEL•> 22884 21740 TOTAL 38020 EAGLE CREEK ES PORTABLES 30 DAY PEAK DEMAND CALCULATION WORKSHEET LIGHTING(125%)-1242.50 PANEL MOB 22884 21740 TOTAL CONNECTED LOAD(VA):44,624.00 RECEPTS-10000(100%)=4860.00 LARGEST MOTOR(125%)=0.00 KITCHEN LOADS(650/.)=0.00 TOTAL CONNECTED CURRENT(A):214.54 RECEPTS>10000(50%)=0.00 OTHER MOTORS(100%)=8208.00 APPLIANCES(100%)=0.00 01 Isren1° tik� M NEC 220.87 AND WAC 296-46B-900(3)0) RECEPTS TOTAL=4860.00 MOTORTOTAL=8208.00 DEDICATED(100%)=750,00 TOTAL DEMAND LOAD(VA):44,872.50 7dNAL '6l ryry)ry 30-day demand study from : 2/24/2023 to 3/2 712 0 2 3 ELECTRIC HEAT(100%)=17332.00 WATER HEATERS(100%)=12480.00 MISC(100%)=0,00 TOTAL DEMAND CURRENT A:215.73 h1 Phase to Phase Voltage(Volts): 480 NOTES: L=LIGHTING,R=RECEPTACLES,H=ELECTRIC HEAT,ML=LARGEST MOTOR,MO=OTHER MOTORS,WH=WATER HEATERS,K=KITCHEN LOADS,A=APPLIANCES, Phases(1=Single Phase,3=Three Phase): 3 D=DEDICATED,X=MISC,SF=SUB FEED 30 Day Peak Demand On 3/14/2023 = 163.36 Amps Apparent Peak Demand 150 KVA 1.2 NEC 220.87(2)adjustment factor X 1.25 PANEL: A2 1 PH 3 WIRE VOLTAGE:1201208V 225A MCB Adjusted Peak Demand - 159.38 KVA LOC: PORTABLE 2 MOUNT:FLUSH FEED:BOTT 225A BUS Seasonal adjustment factor x 1.00 TYPE: NEMA II POLES:42 SF MAINS: 22,000AIC MINIMUM Seasonal adjustment peak demand 159.38 KVA Occupancy adjustment factor x 100 LOAD CIR. CIR.BRKR CIR.BRKR CIR. LOAD Occupancy adjustment peak demand 159.38 KVA TYPE LOAD CIRCUIT DIRECTORY NO. P AMP A B P AMP NO. CIRCUIT DIRECTORY LOAD TYPE Other adDema d factor(s) x 100 _ L 994 LIGHTING 1 1 20 7379 2 2 HVAC 6385 H Measured Peak Demand with Adjusbnents = 159.38 KVA R 900 RECEPTACLES 3 1 20 7285 80 4 6385 H New Calculated Demand Load Added Portable 1 + 44.87 KVA R 900 RECEPTACLES 5 1 20 7285 2 6 HVAC 6385 H Portable 2 + 44.87 KVA R 540 RECEPTACLES 7 1 20 6925 80 8 6385 H Metered Demand Based R 900 RECEPTACLES 9 1 20 4020 2 10 WATER HEATER 3120 WH p r of a ct_ CALCULATED DEMAND LOAD: 249.12 KVA EAGLE CREEK ELEMENTARY- R 540 RECEPTACLES 11 1 20 3660 30 12 3120 WH PORTABLE CALCULATED DEMAND CURRENT: 300 AMPS R 720 RECEPTACLES 13 1 20 3840 2 14 WATER HEATER 3120 WH client_ D 500 HEAT TRACE 15 1 20 3620 30 16 3120 WH ARLINGTON PUBLIC SCHOOLS R 360 RECEPTACLE 17 1 20 360 18 SPACE I o c a t I o n_ ® D 250 FAPS 19 1 20 250 20 SPACE ARLINGTON,WA SPACE 21 22 SPACE SPACE 23 24 SPACE SPACE 25 26 SPACE Project No.2010.330 SPACE 27 28 SPACE ONE-LINE SPACE 29 1 1 1 1 30 ISPACE I DIAGRAM AND SPACE 31 32 SPACE SPACE 33 34 SPACE PANE L SPACE 35 36 SPACE SCHEDULES SPACE 37 38 SPACE SPACE 39 40 FUTURE SOLAR SPACE 41 42 FUTURE SOLAR 6604 TOTAL THIS PANEL' 22884 21740 TOTAL11 38020 LIGHT1NG(125%)=1242.50 22884 1 21740 1 TOTAL CONNECTED LOAD(VA):44,624.00 RECEPTS-10000(100%)=4860.00 LARGEST MOTOR(125%)=0.00 KITCHEN LOADS(65%)=0.00 TOTAL CONNECTED CURRENT(A):214.54 RECEPTS>1 0000(50%)=0.00 OTHER MOTORS(100%)=8208.00 APPLIANCES(100%)=0.00 RECEPTS TOTAL=4860.00 MOTOR TOTAL=8208.00 DEDICATED(100%)=750.00 TOTAL DEMAND LOAD(VA):44,872.50 ELECTRIC HEAT(100%)=17332.00 WATER HEATERS(10o%)=12480.00 MISC(1o0%)=0.00 TOTAL DEMAND CURRENT A:215.73 NOTES: L=LIGHTING,R=RECEPTACLES,H=ELECTRIC HEAT,ML=LARGEST MOTOR,MO-OTHER MOTORS,WH-WATER HEATERS,K=KITCHEN LOADS,A=APPLIANCES, D=DEDICATED,X=M ISC,SF=SUB FEED CONSTRUCTION NOTES 1O 150AT/200AF FUSED DISCONNECT IN NEMA 3R ENCLOSURE.INSTALL ON UNI-STRUT. O2 INSTALL PANEL ON UNI-STRUT. MAIN BUILDING O3 REMOVE EXISTING SPARE 3P-100A CIRCUIT BREAKER AND PROVIDE NEW 3P-150A CIRCUIT BREAKER. MDB 1000A MCB,480/277V, ® PROVIDE 1 P-20A CIRCUIT BREAKER IN EXISTING SPACE. SUSE RATED O5 PROVIDE 4"THICK CONCRETE PAD FOR EQUIPMENT. Oissued_ 3P-150A 'PD' PORTABLE1PANEL'A1' PORTABLE2PANEL'A2' BID/PERMITSET 22 MAY 23 ^ 400A MCB Q 225A MCB 225A MCB 208Y/120V,30,4W 208YI12OV,10,3W 208Y/12OV,10,3W o- NEMA 3R,SUSE RATED SUSE RATED SUSE RATED o- <10,000AIC 2P-225A o- 'TPi' '1 o GFI 150KVA <10000AIC EXISTING UTILITY M o- 2P�25A (1)2"C.W/(3)#2/0 480V-208Y/120V <10,000AIC 30 TRANSFORMER AND#4 CU GND ao N a POINT OF METER o- ,4W,NEMA 3R N SERVICE POINT o- � �� NN C N O 51--#2CU.GND #2 CU.GND TO UTILITY CONNECTION 4/0 CU.GND :J _ (1)2"C.W/(3)#210 = W/(4)500KCMIL CU. AND#4 CU GND (2)2"C.W/(4)#3/0 a 1#110 CU.GND drawn_ AND#110 CU GND AND #2"U WI(3)#4/0 sw AND#2 CU GND checked_ BH ONE-LINE DIAGRAM sheet_ ORIGINAL SHEET 15 30"x 42" NT5 E5.01 copyright 2023 all rights reserved u a E architect_ MCGRANAHAN ARCHITECTS civil engineer_ HARMSEN AND ASSOCIATES,INC electrical engineer_ BCE ENGINEERS,INC. modular building manf_ BLAZER INDUSTRIES,INC.-PACIFIC MOBILE PROVIDE A MACHINE PRINTED TELECOM CABLE AND OUTLETS CONSTRUCTION NOTES LABEL WITH 1/8"FONT HEIGHT. O SEE SECTION 27 2000 FOR TELECOMMUNICATIONS OUTLET TYPE,STYLE,AND COLOR.IF NO BLACK TEXT,WHITE BACKGROUND. COLOR IS CALLED OUT,PROVIDE WHITE LABEL SHALL BE INSTALLED WITHIN 6"OF TERMINATION O PROVIDE MODULAR BLANK INSERT.THE COLOR SHALL MATCH THE ADJACENT PORT COLOR. Pi-01-01,02 POINTS EACH END OF CABLE. TO3 PROVIDE(2)CAT6 CABLE FROM THE TELECOMMUNICATION OUTLET TO THE NEAREST PORTABLE NUMBER J PATCH PORT NUMBER(S)OF PATCH PANEL P1-01-01,02 TELECOMMUNICATIONS ROOM,UNLESS OTHERWISE NOTED.PROVIDE THE CAT6 CABLE COLOR AS SPECIFIED IN SECTION 27 2000. PANEL NUMBER 4O SEE GENERAL NOTES ON ELECTRICAL LEGEND FOR SERVICE LOOP LENGTH REQUIREMENTS. O5 PROVIDE(2)CAT6 CABLES UNLESS NOTED OTHERWISE FROM THE TELECOMMUNICATION OUTLET TO THE IDF ENCLOSURE.PROVIDE THE CAT6 CABLE COLOR AS SPECIFIED IN SECTION 0. egois yo y 272000. �SSIONAL °l yry�ry n TELECOM OUTLET LABEL FORMAT DETAIL HORIZONTAL CABLE LABELING DETAIL SCALE: NTS SCALE: NTS 5 LABEL WINDOW OF TELECOMMUNICATIONS PROVIDE PULL STRING P1-01-01,02 OUTLET EXISTING CONDUIT AND BACK BOX TO ACCESSIBLE CEILING UNLESS OTHERWISE NOTED. project_ Ol 02 4 5 EAGLECPORTABLEEKELEMENTARY- LABELWINDOW OFie2. c 11 e n t_ TELECOM OUTLET ARLINGTON PUBLIC SCHOOLS location_ OARLINGTON,WA 1E NOTE:ONLY INSTALL THIS 0 T TYPE IN THE FOLLOWING IONS: LABEL WINDOW OF AN ACCESSIBLE CEILING SPACE. Project No.2010.330 TELECOMMUNICATIONS 2 2 AJUNCTIONBOX. TELECOM DETAILS OUTLET THE MDF ROOM ORSIGNATED IDF LOCATION. TELECOM OUTLET LABELING DETAIL n TELECOM OUTLET- 2 PORT n TELECOM OUTLET ACCESSIBLE CEILING J SCALE: NTS Y SCALE: NTS SCALE: NTS EXISTING SCHOOL NEW PORTABLE 1 NEW PORTABLE 2 SYSTEMS CABLE RISER DIAGRAM CONSTRUCTION NOTES 10'SERVICE LOOP SERVICE LOOP O PROVIDE(1)6-STRAND OS2 SINGLE MODE FIBER OPTIC CABLE IN 1"INNERDUCT (SEE EO.01) FROM EXISTING MDF RACK TO EACH PORTABLE IDF RACK AS SHOWN ON PLANS. PROVIDE NEW RACK-MOUNT FIBER LIU AND BULKHEADS AS REQUIRED AT EACH RACK.TERMINATE WITH"LC"STYLE CONNECTORS. O2 PROVIDE 18/6INTRUSION ALARM CABLING AS REQUIRED. 1 2 1 2 1 2 O3 PROVIDE FIRE ALARM CABLING FOR INITIATION AND NOTIFICATION CIRCUITS AS 3 4 3 4 3 4 REQUIRED. HH 0 PROVIDE(1)WEST PENN AQC439 FOR EACH INTERCOM CLOCK SPEAKER AND EACH CALL SWITCH FROM THE IDF IN THE SCHOOL.SEE FLOOR PLANS FOR QUANTITIES. PROGRAM NEW ZONE INTO INTERCOM HEADEND. n SYSTEMS CABLE RISER DIAGRAM U issued_ SCALE: NTS BID PERMIT SET 22 MAY 23 drawn_ SW checked_ BH sheet ORIGINAL SHEET 15 30"x 42" copyright 2023 E7.01 all rights reserved u a E architect_ MCGRANAHAN ARCHITECTS civil engineer_ HARMSEN AND ASSOCIATES,INC electrical engineer_ BCE ENGINEERS,INC. modular building manf_ BLAZER INDUSTRIES,INC.-PACIFIC MOBILE REPLACE GRASS TO MATCH EXISTING LANDSCAPING PER SPECIFICATIONS EXISTING GROUND 4"TOPSOIL -i1Tl I I— � —I I—I -1 1-1T1I ALL EXPOSED CONDUIT , iN R. SHALL BE GRS. ��v R$op/F'A DEPTH AS REQUIRED Ib TO AVOID EXISTING UTILITIES AND MEET FINISHED GRADE CHECKERED COVER GASKET o e a Ir CODE REQUIREMENTS MASTIC COMPOUND °�s scsrea�°Gti� 1M MARKER TAPE LAID COMPACTED SIoxet ry� ENTIRE LENGTH WITH BACKFILL TO 3"MIN.WIDTH 90%DENSITY HANDHOLE-UNLESS NOTED OTHERWISE _ i SHALL BE 3030LA OR EQUAL SIZED AS PVC TO GRS ADAPTOR SLOPE DETERMINED M=I I ILA I I—I I I — —I I— REQUIRED FOR WIRE FILL. =1 I=I I=III=I 11=I I� =� ABOVE GRADE BY CONTRACTOR I = i — �— _ SEE DRAWINGS FOR BELOW GRADE PVC SCHEDULE 40 BEDDING MATERIAL QUANTITY OF RACEWAYS —I SEAL ALL JOINTS WITH CONDUIT-GRADUAL PVC CEMENT DROP TO Z BELOW WASHED ROCK 3"MIN. GRADE(TYPICAL). n DIRECT BURY RACEWAY-GRASS AREAS n HANDHOLE/PULLBOX INSTALLATION DETAIL n CONDUIT TRANSITION DETAIL SCALE: NTS SCALE: NTS SCALE: NTS project_ EAGLE CREEK ELEMENTARY- PORTABLE client_ ARLINGTON PUBLIC SCHOOLS location_ ARLINGTON,WA 2"ASPHALT/CONCRETE WEARING COURSE 3"ASPHALT/CONCRETE BINDER COURSE Project No.2010.330 EXISTING PAVEMENT SAWCUTAND ELECTRICAL MATERIAL(S)AND TACK COAT(TYP.) ------------ SECTION MAY VARY EXISTING BASE COURSE DETAIL 6"BASE COURSE MATERIAL DEPTH AS REQUIRED TO AVOID EXISTING UTILITIES AND MEET CODE REQUIREMENTS SLOPE DETERMINEDTW3" MPACTED BACKFILL 0 0 BY CONTRACTOR 95%DENSITY GROUND LEVEL E DRAWINGS FOR ANTITY OF RACEWAYS SYSTEMS CONDUITS POWER CONDUITS MINIMUM OF(3)2"C.UNLESS NOTED OTHERWISE BEDDING MATERIAL MIN. ON SITE PLAN 4 DIRECT BURY RACEWAY-ASPHALT/CONCRETE AREAS n POWER AND SYSTEMS CONDUIT DIAGRAM SCALE: NTS SCALE: NTS issued_ BID PERMIT SET 22 MAY 23 drawn_ SW checked_ BH sheet ORIGINAL SHEET I530"x42" ^/ copyright 2023 ` /F7 COL all rights reserved Eagle Creek Elementary Portables Arlington Public Schools Building Permit Project Narrative McGranahan Architects 6 June 2023 This memo is intended to support the Building Permit Application for the Eagle Creek Elementary School Portable Project. Project Description The project will add two portable classroom buildings,each with two classrooms,to the Eagle Creek Elementary site. The portables will be located on the south side of the existing building,directly adjacent to the existing playground and located on what is current asphalt paving. A new fence will be added on the west side of the portables. Each structure is roughly 64 feet by 28 feet and will be placed on permanent concrete foundations. The foundations will be recessed so that ramps are not required from the main entry doors. Secondary egress doors that are not required to be accessible routes of travel will have steps. No new impervious area is planned. The new buildings will replace existing asphalt paving. The roof and footing drains will be tied into the existing storm water infiltration system so there will be zero net impact on storm water discharge. Each of the 4 new classrooms will have a single occupant toilet room and be connected to water and sanitary sewer. Power and low voltage systems, including intercom and fire alarm,will be fed from the main building and run to the portables underground. There is an existing water service line that circles the main building,adjacent to the new portable locations. The new structures will be placed outside the water line easement and be connected to that water loop directly. Sanitary sewer service from the existing elementary building is at the northwest corner of the school. A manhole would saddle over existing sewer main and new pipe extended to the south at minimum grade,terminating in a second manhole by the proposed portables. Side sewers would extend from the new main to serve the facilities. The existing main building does not have fire sprinklers and fire sprinklers are not planned for the new portable classrooms. See the cover sheet of the drawings for a narrative of building code compliance. The buildings will be set well away from the property lines. The closest property line is to the south. There is an existing wood fence and landscaping on that property line that will shield the view of the portables so no new landscaping is being proposed. The buildings will be 11'-0"tall at their peak and painted to match the color of the existing school. McGRANAHAN,r`n"eCS 1 18FBS2300070 _ THE WALL-MOUNT'" STEP CAPACITY HEAT PUMPS GREEN REFRIGERANT Integrated Part Load Value(IPLV) Efficiency Up To 15.0 BTU/WATT R-410A Models: C24H to C60H Up to 11.0 EER QUIET CLIMATE FLEX" Cooling Capacities: 22,200 to 55,500 BTUH Heating Capacities: 19,200 to 51,000 BTUH The Bard Wall-Mount Heat Pump is a self-contained energy efficient heating and cooling system,which is designed to offer maximum indoor comfort at a minimal cost without using valuable indoor floor space or outside ground space. This unit is the ideal product for versatile applications such as: new construction, modular offices, school modernization, and the like. Factory or field installed accessories are available to meet specific job requirements. SpecialCH Series ECM Indoor Blower Motor: Quiet Curb Options: Features a variable speed motor providing Various curbs are specially designed for super-high efficiency, low sound levels& the CH product family that reduce sound soft-start capabilities. The motor is self- levels for school and occupied building adjusting to provide the proper airflow rate applications. _ for the staged capacity,and for higher static Draw-Thru Condenser Airflow: pressure in ducted installations without user Condenser air is brought in from the front of adjustment or wiring changes. the unit condenser section,and exhausted --_ Step Capacity Compressor: through the side grilles. This allows quiet Scroll 2-Stage Compressors are standard on operation,and avoids heat pump defrost all 2 to 5 ton models. Eliminates need for water accumulation in front of the CH unit. crankcase heater. Double isolated floating compressor mounting system,compressor sound blanket,and discharge line muffler for reduced sound level. Engineered Features Copper Tube/Aluminum Fin Coils: Electric Heat Strips: Grooved copper tubing and enhanced Features an automatic limit and thermal Model C42H shown with aluminum fins provide maximum heat transfer cut-off safety control. Heater packages are TCURBF3660 Wall Curb Attached and high energy efficiency.Optional phenolic- factory or field installed for all 2 through Quiet Curb Option must be added to obtain coated coils are also available. 5 ton models. Features easy slide-in field Quiet Climate FlexTm sound ratings. Twin Blowers: assembly with various BTUH outputs. Move air quietly.All models feature variable available as option on OKW only. q Y Condenser Fan and Motor speed blower motors providing airflow Shroud Assembly: Slope Top: adjustment for high and low static operation. Slide out for easy access. Standard feature for water run-off. Motor overload protection is standard on all models. Filter Service Door: Full Length Mounting Brackets: Separate service door provides easy access Built into cabinet for improved appearance Phase Rotation Monitor: for filter change. and easy installation. NOTE: Bottom mounting Standard on all 3 phase scroll compressors. bracket included to assist in installation. Protects against reverse rotation if power One Inch,Disposable Air Filters: supply is not properly connected. Are standard equipment. Filter rack permits Top Rain Flashing: the addition of 2" pleated filter. Factory or Standard feature on all models. R-410A Refrigerant: field installed. Designed with R-410A(HFC)non-ozone Outdoor Coil Drain Pan: depleting refrigerant in compliance with the Solid State Electronic Heat Pump Control: Standard built in feature. 8620-160 Drain Montreal protocol and 2010 EPA requirements. Provides efficient 30,60 or 90 minute Connnection Kit is standard(recommended for defrost cycle. A thermistor sensor,speed up non-freezing climates only). Liquid Line Filter Drier: terminal for service and 10 minute defrost Standard on all units. Protects system against override are standard on the electronic heat *The AHRI Certified@ mark indicates Bard moisture. pump control. Manufacturing Company participation in the AHRI Foil Faced Insulation: High&Low Pressure Switches are Auto- Certification program.For verification of individual Standard on all units. Reset: certified products,go to www.ahridirectory.org. Galvanized 20 Gauge Zinc Coated Cabinet: Standard on all units. Built-in lockout circuit resets from the room thermostat. Cleaned,rinsed,sealed and dried before the Provides commercial quality protection to the 1 polyurethane primer is applied.The cabinet is handsomely finished with a baked on, beige compressor. STATE OF WASHINGTON textured enamel,which allows it to withstand DEPT.OFLABORAND CIONAyReCOP . Five Minute Compressor Time Delay: INDUSTRIES W loe"s"' "` 1000 hours of salt spray tests per ASTM Short cycle protection is standard. Built into FAS PLAN REVIEW/SECTION B117-03. Stainless Steel cabinets available. the heat pump control. APPROVED Electrical Components: Built-in Circuit Breakers: 06/12/2023 F �J SUBJECT TO CODE C \�I us ` J Are easily accessible for routine inspection Standard on all electric heat versions of and maintenance through a right side,service sin le(230/208 volt)and three hase AND FIELD INSPECTION panel opening. Features a lockable, hinged g p Intertek If1tC'rrtC'IC P P g• g (230/208 volt)equipment. Rotary access cover to the circuit breaker or rotary disconnects are standard on three phase disconnect switch. Form No. S3459-0522 (460 volt)equipment. 460V circuit breaker Supersedes S3459-1121 Page 78 of 110 Expires 06/30/2023 1 of24 18FBS2300070 MODELS FF7 C30H2 C42H1 C48H1 C60H1 Cooling BTUH,Stage 2(Full Capacity) O 80/67-95 28,000 40,000 45,500 55,500 EER O0O 11.0 1 11.0 11.0 11.0 Rated CFM 900 M 1250 1500 1650 IPLV(Integrated Stage 1 and Stage 2) OO 80/67-80 15.9 14.9 14.5 15.0 14.8 High Temperature 47'Heating BTUH,Stage 2(Full Capacity) 19,400 24,400 38,500 41,500 51,000 COP O® 3.30 3.30 M 3.40 3.40 3.30 Rated CFM 740 900 1 1250 1500 1650 O Certified in accordance with ARI Standard 390-2003 for single package vertical units ® EER=Energy Efficiency Ratio-BTU/WATT efficiency © Integrated Part Load Value-BTU/WATT efficiency(combines Stage 1&2 performance) ® COP=Coefficient of Performance-BTU/WATT efficiency throughSpecifications 2-1/2 1 MODELS C24H2-A C24H2-B C30H2-A C30H2-B C30H2-C C36H1-B C36H1-C Electrical Rating--60 Hz 230/208-1 230/208-3 230/208-1 230/208-3 460-3 230/208-3 460-3 Operating Voltage Range 197-253 197-253 197-253 197-253 414-506 197-253 414-506 Compressor--Circuit A Voltage 203/208 230/208 230/208 230/208 460 230/208 460 Rated Load Amps 7.5/8.4 4.2/4.7 9.7/11.2 7.2/8.3 4.2 9.0/10.1 5.0 Branch Circuit Selection Current 11.7 6.5 13.1 8.7 4.3 11.7 5.8 Lock Rotor Amps 58.3/58.3 55.4/55.4 73/73 58/58 28 73/73 38 Compressor Type Scroll Scroll Scroll Scroll Scroll Scroll Scroll Fan Motor&Condenser Fan Motor--HP-RPM-SPD 1/3-1060-1 1/3-1060-1 1/3-1060-1 1/3-1060-1 1/3-1060-1 1/3-825-2 1/3-825-2 Fan Motor--Amps 1.7 1.7 1.7 1.7 1.7 2.5 1.3 Fan--DIA/CFM 20"-1900 20"-1900 20"-1900 20"-1900 20"-1900 24"-2900 24"-2900 Blower Motor&Evap. Blower Motor--HP-RPM-SPD 1/3 Var. 1/3 Var. 1/3 Var. 1/3 Var. 1/3 Var. 1/2 Var. 112 Var. Blower Motor--Amps 2.4 2.4 2.8 2.8 2.8 2.8 2.8 CFM w/Filter O 740-.10 740-.10 900-.10 900-.10 900-.10 1100-.15 1100-.15 Filter Sizes(inches)STD. 16x30x1 16x3Ox1 16x3Ox1 16x3Ox1 16x3Ox1 20x3Oxl 20x3Oxl Basic Unit Weight-LBS. 380 380 380 380 380 ■ 475 475 Blank-Off Plate 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Commercial Room Ventilator 35.0 35.0 35.0 35.0 35.0 35.0 35.0 Economizer 45.0 45.0 45.0 45.0 45.0 45.0 45.0 Energy Recovery Ventilator 64.0 64.0 64.0 64.0 64.0 64.0 64.0 Specificationsthrough MODELS C42H1-A C42H1-B C42H1-C C48H1-A C48H1-B C48H1-C C60H1-A C60H1-B C60H1-C Electrical Rating--60 Hz 230/208-1 230/208-3 460-3 230/208-1 230/208-3 460-3 230/208-1 230/208-3 460-3 Operating Voltage Range 197-253 197-253 414-506 197-253 197-253 414-506 197-253 197-253 414-506 Compressor--Circuit A Voltage 230/208 230/208 460 230/208 230/208 460 230/208 230/208 460 Rated Load Amps 14.0/15.9 11.2/12.7 5.6 16.8/19.2 11.1/12.7 5.8 21.4/23.3 13.1/14.2 6.2 Branch Circuit Selection Current 18.0 14.2 6.3 21.2 14.1 6.5 27.2 16.6 7.3 Lock Rotor Amps 96/96 88/88 44 104 83/83 41 153/153 110/110 52 Compressor Type Scroll Scroll Scroll Scroll Scroll Scroll Scroll Scroll Scroll Fan Motor&Condenser Fan Motor--HP-RPM-SPD 1/3-825-2 1/3-825-2 1/3-825-1 1/3-825-2 1/3-825-2 1/3-825-1 1/2-1025-1 1/2-1025-1 1/2-1025-1 Fan Motor--Amps 2.5 2.5 1.3 2.5 2.5 1.3 4.1 4.1 4.1 Fan--DIA/CFM 24"-2900 24"-2900 24"-2900 24"-2900 24"-2900 24"-2900 24"-3700 24"-3700 24"-3700 Blower Motor&Evap. Blower Motor--HP-RPM-SPD 3/4 Var. 3/4 Var. 3/4 Var. 3/4 Var. 3/4 Var. 3/4 Var. 3/4 Var. 3/4 Var. 3/4 Var. Blower Motor--Amps 3.8 3.8 3.8 4.4 4.4 4.4 4.7 4.7 4.7 CFM w/Filter O 1250-.15 1250-.15 1250-.15 1550-.2 1550-.2 1550-.2 1650-2.2 1650-2.2 1650-2 .2 Filter Sizes(inches)STD. 20x3Ox1 20x3Oxl 20x3Ox1 20x3Oxl 20x30x1 20x3Oxl 20x3Oxl 20x3Oxl 20x3Oxl Basic Unit Weight-LBS. 520 520 540 550 550 595 555 555 600 Blank-Off Plate 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Commercial Room Ventilator 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 Economizer 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 Energy Recovery Ventilator 1 81.0 1 81.0 1 81.0 1 81.0 1 81.0 1 81.0 1 81.0 1 81.0 1 81.0 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE Form No. S3459-0522 AND FIELD INSPECTION See Curb Weights - Page 10 Supersedes S3459-1121 Page pad 79 of 110 Expires 06/30/2023 18FBS2300070 Ventilation System Packages Bard Wall-Mounts are designed to provide optional ventilation packages to meet all of your ventilation and indoor air quality requirements. All units are equipped with a barometric fresh air damper as the standard ventilation package. All ventilation packages can be built-in at the factory, or field-installed at a later date. BLANK OFF PLATE-BOP OPTIONAL A blank off plate is installed on the inside of the service door. It covers the air inlet openings which restricts any outside air from entering into the unit. The blank off plate should be utilized in applications where outside air is not required to be mixed with the conditioned air. COMMERCIAL ROOM VENTILATOR-CHCRV OPTIONAL NOTE: Models C24H&C30H with CHCRV-3 require a Wall Curb Model TCURBF2430 or TCURBT2430 (See Page 10).Unit models using the CHCRV-5 do not require a wall curb for exhaust airflow. The built-in commercial room ventilator is internally mounted behind the service door and allows outside ventilation air,up to 50%of the total airflow rating of the unit,to be introduced through the air inlet openings. It includes a built-in exhaust air damper. The commercial room ventilator(CRV)is a simple and innovative approach to improving the indoor air quality by providing fresh air intake and exhaust capability through the CRV. The damper can be easily adjusted to control Commercial Room Ventilator the amount of fresh air supplied into the building. The CRV can be controlled by indoor blower operation or field controlled based on room occupancy. The CRV is modulating design with power open-spring return on power loss. Complies with ANSI/ASHRAE Standard 62.1 "Ventilation for Acceptable Indoor Air Quality." ECONOMIZER-ECONCHS OPTIONAL All economizers require matching TCURBF or TCURBT(See Page 10) The built-in economizer system is internally mounted behind the service door and allows outdoor air to be introduced through the air inlet openings. The amount of outdoor air varies in response to the system controls and settings defined by the end user. It includes a built-in exhaust air damper. The economizer is designed to provide "free cooling"when outside air conditions are cool and dry enough to satisfy cooling requirements without running the compressor. This in turn provides lower operating costs,while extending the life of the compressor.A relief exhaust air damper may be necessary for this model when using the economizer. Standard Features: • Designed to deliver 75%of cooling rated CFM when equipped with standard 3"air intake hood • Honeywell Direct Drive Hi-Torque Actuator Cerldied FDD Product � a • Positive shut-off with non-stick gaskets HJW1 t Economizer • Electronic sensors, Enthalpy used for outdoor free cooling decision • Honeywell JADE electronic economizer module with precision settings and diagnostics ■ ■ ■��MM■.I ■■ MEN ■■E01 ■■NNMMME M�MNMEMI NONE■■■ MENEMMM MENEMMM MEMEMME MEN I MEMEMEM ME, MEMEMEMEMEMEME I MEMEMEM EEEMEMMEMEMEMEMEMEME I MEMEMEM NOTE it is important to review all building codes for room pressurization requirements.Additional field installed dampers for room pressure relief may be required when using ventilation packages. STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES *Complies with efficiency requirements of ASHRAE/IESNA 90.1-2019. FAS PLAN REVIEW/SECTION *Certified to ANSI/ARI Standard 390-2003 for SPVU (Single Package Vertical Units). APPROVED • Intertek ETL Listed to Standard for Safety Heating and Cooling Equipment ANSI/UL 06/12/2023 1995/CSA 22.2 No. 236-05, Fourth Edition. SUBJECT TO CODE •Commercial Product- Not intended for Residential application. AND FIELD INSPECTION Form No. S3459-0522 Supersedes S3459-1121 Page 80 of 110 Expires 06/30/20233o124 18FBS2300070 Modulating Room C24H Vent Airflow 700 600 S00 G 400 LL V fC24HStage 1 i 300 —*--C24H Blower Only Q 200 oo- 100 0 0 2 4 6 8 10 12 14 16 18 Vent Blade Position Airflow amounts less than 100 CFM may not be achievable. Modulating CommercialRoom L Performance for I C30H Vent Airflow 800 STATE OF WA HINGTON DEPT.OF LABOR AND INDUSTRIES 700 FAS PLAN REVIEW/SECTION APPROVED 06/12/ 023 SUBJECT TO CODE 600 AND FIELD Ils SPECTION 500 LL V 3 400 0 tC30H Stage 1 i f001-1 Blower Only Q 300 200 100 0 0 2 4 6 8 10 12 14 16 18 Vent Blade Position Form No. S3459-0522 Airflow amounts less than 100 CFM may not be achievable. Supersedes S3459-1121 Page per# 81 of 110 Expires 06/30/2023 111 1 Commercial Room Ventilator Performance Dat HCRV-5 for C36H & C42H Wnd C42H Vent Airflow ..600 900 800 700 Ole 300 200 100 Vent Blade Position Airflow amounts less than ii CFM may not be achievable. Commercial Room Ventilator Performance Data : CHCRV-5 for C98H & C60H C48H and C60H Vent Airflow 1400 STATE OF WASHINGTON DEPT.OF LABOR AND 06/12/2(23 00 100, SUBJECT TO CODE AND FIELD INSI ECTION o 000,100 ,, 200 PositionVent Blade Airflow amounts less than 00 CFM may not be achievable. Form No. S3459-0522 Supersedes S3459-1121 Page 82 of 1 Expires 1 . G 1 18FBS2300070 This page intentionally left blank STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Form No. S3459-0522 Supersedes S3459-1121 Page page 83 of 110 Expires 06/30/2023 18FBS2300070 Performance and Application D. SUMMER COOLING PERFORMANCE (INDOOR DESIGN CONDITIONS 75°DB/62°WB) Ambient VENTILATION RATE 400 CFM VENTILATION RATE 325 CFM VENTILATION RATE 250 CFM O.D. 63%EFFICIENCY 64%EFFICIENCY 65%EFFICIENCY DB/ FI VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL WB 75 19080 12960 6120 12020 8164 3855 15502 10530 4972 9921 6739 3182 11925 8100 3825 7751 5265 2486 105 70 12960 12960 0 8164 8164 0 10530 10530 0 6739 6739 0 8100 8100 0 5265 5265 0 65 12960 12960 0 8164 8164 0 10530 10530 0 6739 6739 0 1 8100 8100 0 5265 5265 0 80 28080 10800 17280 17690 6804 10886 22815 8775 14040 14601 5616 8985 17550 6750 10800 11407 4387 7019 75 19080 10800 8280 12020 6804 5216 15502 8775 6727 9921 5616 4305 11925 6750 5175 7751 4387 3363 100 70 10980 10800 180 6717 6804 113 8921 8775 146 5709 5616 93 6862 6750 112 4460 4387 73 65 10800 10800 0 6804 6804 0 8775 8775 0 5616 5616 0 6750 6750 0 4387 4387 0 60 10800 10800 0 6804 6804 0 8775 8775 0 5616 5616 0 6750 6750 0 4387 4387 0 80 28080 8640 19440 17690 5443 12247 22815 7020 15795 14601 4492 10108 17550 5400 12150 11407 3510 7897 75 19080 8640 10440 12020 5443 6577 15502 7020 8482 9921 4492 5428 11925 5400 6525 7751 3510 4241 95 70 10980 8640 2340 6917 5443 1474 8921 7020 1901 5709 4492 1216 6862 5400 1462 4460 3510 950 65 8640 8640 0 5443 5443 0 7020 7020 0 4492 4492 0 5400 5400 0 3510 3510 0 60 8640 8640 0 5443 5443 0 7020 7020 0 4492 4492 0 5400 5400 0 3510 3510 0 80 28080 6480 21600 17690 4082 13608 22815 5265 17550 14601 3369 11232 17550 4050 13500 11407 2632 8774 75 19080 6480 12600 12020 4082 7938 15502 5265 10237 9921 3369 6552 11925 4050 7875 7751 2632 5118 90 70 10980 6480 4500 6917 4082 2835 8921 5265 3656 5709 3369 2340 6862 4050 2812 4460 2632 1828 65 6480 6480 0 4082 4082 0 5265 5265 0 3369 3369 0 4050 4050 0 2632 2632 0 60 6480 6480 0 4082 4082 0 5265 5265 0 3369 3369 0 4050 4050 0 2632 2632 0 80 28080 4320 23760 17690 2721 14968 22815 3510 19305 14601 2246 12355 17550 2700 14850 11407 1755 9652 75 19080 4320 14760 12020 2721 9298 15502 3510 11992 9921 2246 7675 11925 2700 9225 7751 1755 5996 85 70 10980 4320 6660 6917 2721 4195 8921 3510 5411 5709 2246 3463 6862 2700 4162 4460 1755 2705 65 4320 4320 0 2721 2721 0 3510 3510 0 2246 2246 0 2700 2700 0 1755 1755 0 60 4320 4320 0 2721 2721 0 3510 3510 0 2246 2246 0 2700 2700 0 1755 1755 0 75 19080 2160 16920 12020 1360 10659 15502 1755 13747 9921 1123 8798 11925 1350 10575 7751 877 6873 70 10980 2160 8820 6917 1360 5556 8921 1755 7166 5709 1123 4586 6862 1350 5512 4460 877 3583 80 65 3780 2160 1620 2381 1360 1020 3071 1755 1316 1965 1123 842 2362 1350 1012 1535 877 658 60 2160 2160 0 1360 1360 0 1755 1755 0 1123 1123 0 1350 1350 0 877 877 0 70 10980 0 10980 6917 0 6917 8921 0 8921 5709 0 5709 6862 0 6862 4460 0 4460 75 65 3780 0 3780 2381 0 2380 3071 0 3071 1965 0 1965 2362 0 2362 1535 0 1535 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CHERV-*3 WINTER HEATING PERFORMANCE (INDOOR DESIGN CONDITIONS 70oDB) VENTILATION RATE Ambient STATE OF WASHINGTON O.D. 400 CFM 325 CFM 250 CFM DEPT.OF LABOR AND 75%EFF. 76%EFF. 77%EFF INDUSTRIES DB/°F WVL WHIR WVL WHIR WVL WHIR LEGEND: FAS PLAN REVIEW/SECTION APPROVED 65 2160 1620 1755 1333 1350 1039 VLT = Ventilation Load-Total VLS = Ventilation Load-Sensible 06/12/2023 60 4320 3240 3510 2667 2700 2079 VLL = Ventilation Load-Latent SUBJECT TO CODE 55 6480 4860 5265 4001 4050 3118 HRT = Heat Recovery-Total AND FIELD INSPECTION HRS = Heat Recovery-Sensible 50 8640 6480 7020 5335 5400 4158 HRL = Heat Recovery-Latent 45 10800 8100 8775 6669 6750 5197 WVL = Winter Ventilation Load WHR= Winter Heat Recovery 40 12960 9720 10530 8002 8100 6237 35 15120 11340 12285 9336 9450 7276 30 17280 12960 14040 10670 10800 8316 25 19440 14580 15795 12004 12150 9355 20 21600 16200 17550 13338 13500 10395 15 23760 17820 19305 14671 14850 11434 NOTE:Sensible performance only is shown for winter application. Form No. S3459-0522 Supersedes S3459-1121 Page 84 of 110 Expires 06/30/20237o124 18FBS2300070 1 SUMMER COOLING PERFORMANCE (INDOOR DESIGN CONDITIONS 75-DB/62°WB) Ambient VENTILATION RATE 450 CFM VENTILATION RATE 375 CFM VENTILATION RATE 300 CFM O.D. DB/WB F VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL 75 21465 14580 6884 13952 9477 4475 17887 12150 5737 11805 8018 3786 14310 9720 4590 9587 6512 3075 105 70 14580 14580 0 9477 9477 0 12150 12150 0 8018 8018 0 9720 9720 0 6512 6512 0 65 14580 14580 0 1 9477 9477 0 12150 12150 0 1 8018 8018 0 9720 9720 0 6512 6512 0 80 31590 12150 19440 20533 7897 12635 26325 10125 16200 17374 6682 10692 21060 8100 12960 14110 5427 8683 75 21465 12150 9314 13952 7897 6054 17887 10125 7762 11805 6682 5123 14310 8100 6210 9587 5427 4160 100 70 12352 12150 202 8029 7897 131 10293 10125 168 6793 6682 111 8235 8100 135 5517 5427 90 65 12150 12150 0 7897 7897 0 10125 10125 0 6682 6682 0 8100 8100 0 5427 5427 0 60 12150 12150 0 7897 7897 0 10125 10125 0 6682 6682 0 8100 8100 0 5427 5427 0 80 31590 9720 21870 20533 6318 14215 26325 8100 18225 17374 5345 12028 21060 6480 14580 14110 4341 9768 75 21465 9720 11744 13952 6318 7634 17887 8100 9787 11805 5345 6459 14310 6480 7830 9587 4341 5246 95 70 12352 9720 2632 8029 6318 1711 10293 8100 2193 6793 5345 1447 8235 6480 1755 5517 4341 1175 65 9720 9720 0 6318 6318 0 8100 8100 0 5345 5345 0 6480 6480 0 4341 4341 0 60 9720 9720 0 6318 6318 0 8100 8100 0 5345 5345 0 6480 6480 0 4341 4341 0 80 31590 7290 24300 20533 4738 15794 26325 6075 20250 17374 4009 13365 21060 4860 16200 14110 3256 10854 75 21465 7290 14175 13952 4738 9213 17887 6075 11812 11805 4009 7796 14310 4860 9450 9587 3256 6331 90 70 12352 7290 5062 8029 4738 3290 10293 6075 4218 6793 4009 2784 8235 4860 3375 5517 3256 2261 65 7290 7290 0 4738 4738 0 6075 6075 0 4009 4009 0 4860 4860 0 3256 3256 0 60 7290 7290 0 4738 4738 0 6075 6075 0 4009 4009 0 4860 4860 0 3256 3256 0 80 31590 4860 26730 20533 3159 17374 26325 4050 22275 17374 2672 14701 21060 3240 17820 14110 2170 11939 75 21465 4860 16605 13952 3159 10793 17887 4050 13837 11805 2672 9132 14310 3240 11070 9587 2170 7416 85 70 12352 4860 7492 8029 3159 4870 10293 4050 6243 6793 2672 4120 8235 3240 4995 5517 2170 3346 65 4860 4860 0 3159 3159 0 4050 4050 0 2672 2672 0 3240 3240 0 2170 2170 0 60 4860 4860 0 3159 3159 0 4050 4050 0 2672 2672 0 3240 3240 0 2170 2170 0 75 21465 2430 19035 13952 1579 12372 17887 2025 15862 11805 1336 10469 14310 1620 12690 9587 1085 8502 70 12352 2430 9922 8029 1579 6449 10293 2025 8268 6793 1336 5457 8235 1620 6615 5517 1085 4432 80 65 4252 2430 1822 2764 1579 1184 3543 2025 1518 2338 1336 1002 2835 1620 1215 1899 1085 814 60 2430 2430 0 1579 1579 0 2025 2025 0 1336 1336 0 1620 1620 0 1085 1085 0 70 12352 0 12352 8029 0 8029 10293 0 10293 6793 0 6793 8235 0 8235 5517 0 5517 75 65 4252 0 4252 2764 0 2764 3543 0 3543 2338 0 2338 2835 0 2835 1899 0 1899 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CHERV-*5 WINTER HEATING PERFORMANCE (INDOOR DESIGN CONDITIONS 70°1313) Ambient VENTILATION RATE STATE OF WASHINGTON O.D. 450 CFM 375 CFM 300 CFM DEPT.OF LABOR AND DB/°F WVL WHIR WVL WHIR WVL WHIR INDUSTRIES LEGEND: FAS PLAN REVIEW/SECTION 65 2430 1944 2025 1640 1620 1328 APPROVED VLT = Ventilation Load-Total 06/12/2023 60 4860 3888 4050 3280 I 3240 2656 VLS = Ventilation Load-Sensible SUBJECT TO CODE 55 7290 5832 6075 4920 4860 3985 VLL = Ventilation Load-Latent HRT = Heat Recovery-Total AND FIELD INSPECTION 50 9720 7776 8100 6561 6480 5313 HRS = Heat Recovery-Sensible 45 12150 9720 10125 8201 8100 6642 HRL = Heat Recovery-Latent WVL = Winter Ventilation Load 40 14580 11664 12150 9841 9720 7970 WHR= Winter Heat Recovery 35 17010 13608 14175 11481 11340 9298 30 19440 15552 16200 13122 12960 10627 25 21870 17496 18225 14762 I 14580 11955 20 24300 19440 20250 16402 16200 13284 15 26730 21384 22275 18042 17820 14612 NOTE:Sensible performance only is shown for winter application. Form No. S3459-0522 Supersedes S3459-1121 Page pad 85 of 110 Expires 06/30/2023 18FBS2300070 Electrical Specifications — Standard Heat Pumps No. Single Circuit Multi le Circuit Rated Field T ®Max. ®Field (D Max.circuit p71Dnimum Circuit m Field Power Model Volts& Minimum External Power Exterior Fuse ®Ground Wire Phase Power Circuit Fuse or Wire GroundAmpacity or Ckt.Brkr. Wire Size Circuits Ampacity Ckt.Brkr. Size Wire Ckt.B Ckt.C Ckt.A Ckt.B Ckt.C Ckt.A Ckt.B Ckt.C Ckt.A Ckt.B Ckt.C C24H2-AOZ 1 22 30 10 10 -A04 1 42 50 8 10 ®-AS8 230/208-60-1 1 48 50 8 10 ®-AF8 1 or 2 63 70 6 8 22 42 30 45 10 8 10 10 C24112-BOZ 1 15 20 12 12 -606 230/203-60-3 1 33 35 8 10 -609 1 42 45 1 8 10 C30H2-AOZ 1 23 30 10 10 -A04 1 44 50 8 10 ® AS8 230/208-60-1 1 49 50 8 10 ®-AF8 1 or 2 65 70 6 8 23 42 30 45 10 8 10 10 C30H2-BOZ 1 18 25 10 10 -606 230/208-60-3 1 36 40 8 10 -609 1 1 45 45 8 10 NOTE C301-12 1 10 15 14 14 A -COZ/COC 460-60-3 1 19 20 12 12 -006 1 24 25 10 10 C36H1-A0Z 1 27 40 8 10 -A05 1 53 60 6 10 -A10 230/208-60-1 1 or 2 79 80 4 8 27 52 40 60 8 6 10 10 8-A15 1 or 2 85 90 4 8 33 52 40 60 8 6 10 10 C36H1-B0Z 1 23 30 10 10 -606 1 41 45 8 10 609 230/208-60-3 1 50 50 8 10 6-B 15 1 52 60 6 10 NOTE C36H1-00Z/C0C 1 12 15 14 14 A -006 1 21 25 10 10 -009 460-60-3 1 26 30 10 10 -C15 1 27 30 10 10 C42H1-AOZ 1 31 40 8 10 -AO5 1 57 60 6 10 -A10 230/208-60-1 1 or 2 83 90 4 8 31 52 40 60 8 6 10 10 ®-A15 1 or 2 86 90 3 8 34 52 40 60 8 6 10 10 C42111-BOZ 1 27 35 8 10 -1306 1 45 50 8 10 609 230/208-60-3 1 54 60 6 10 ®-615 1 54 60 6 10 NOTE C42H1-00Z/COC 1 13 15 14 14 A -006 1 22 25 10 10 -009 460-60-3 1 26 30 10 10 ®-C15 1 27 30 10 10 C48H1-AOZ 1 37 50 8 10 -A04 1 57 60 6 10 -AO5 1 62 70 6 8 37 26 50 30 8 10 10 10 -A10 230/208-60-1 1 or 2 88 90 3 8 37 52 50 60 8 6 10 10 ®-A15 1 or 2 88 90 3 8 37 52 50 60 8 6 10 10 ®-A20 1 or 3 113 125 2 6 37 52 52 50 60 60 8 6 6 10 10 10 C48111-BOZ 1 27 40 8 10 -1306 1 45 50 8 10 -609 230/208-60-3 1 54 60 6 10 ®-1315 1 54 60 6 10 -618 2 N/A N/A N/A N/A 54 28 0 10 10 NOTE A C48H1-00Z/C0C 1 13 20 12 12 -C 460-60-3 1 22 25 10 10 -Cog 09 1 27 30 10 10 0-C15 1 27 30 10 10 C60H1-AOZ 1 45 60 8 10 -A05 1 or 2 71 80 4 8 45 26 50 30 8 10 10 10 -A10 230/208-60-1 1 or 2 97 100 3 8 45 52 50 60 8 6 10 10 8-A15 1 or 2 97 100 3 8 45 52 50 60 8 6 10 10 ®-A20 1 or 3 113 125 2 6 45 52 52 50 60 60 8 6 6 10 10 10 C60H1-B0Z 1 32 45 8 10 -1306 1 50 60 8 10 -609 230/208-60-3 1 59 60 6 10 ©-1315 1 59 60 6 10 0-B18 2 N/A N/A N/A N/A 59 28 60 30 6 10 10 10 NOTE C60H1-00Z/C0C 1 17 20 12 12 A -006 1 26 30 10 10 -009 460-60-3 1 31 35 8 10 ®-C15 1 31 35 8 10 O These"Minimum Circuit Ampacity"values are to be used for sizing the field power conductors. Refer to the National Electrical Code(latest version),Article 310 for power conductor sizing. Caution: When more than one field power circuit is run through one conduit,the conductors must be derated. Pay special attention to note 8 of Table 310 regarding Ampacity Adjustment Factors when more than three(3)conductors are in a raceway. ® Maximum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors. STATE OF WASHINGTON 3 Based on 750C copper wire. All wiring must conform to the National Electrical Code and all local codes. DEPT.OF LABOR AND ® Maximum KW that can operate with the heat pump on is 4KW. Full heat available during Emergency Heat Mode. INDUSTRIES © Maximum KW that can operate with the heat pump on is 10KW. Full heat available during Emergency Heat Mode. ® Maximum KW that can operate with the heat pump on is 9KW. Full heat available during Emergency Heat Mode. FAS PLAN REVIEW/SECTION © Maximum KW that can operate with the heat pump on is 8KW. Full heat available during Emergency Heat Mode. APPROVED IMPORTANT: While this electrical data is presented as a guide,it is important to electrically connect properly sized fuses&conductor wires in accordance with the National Electrical Cott 11Hotrallc?" NOTE A: -C Models have Rotary Disconnect. CDC 460V circuit breaker only available for OKW. All electrical ratings are the same. V V/1G/LVLJ SUBJECT TO CODE AND FIELD INSPECTION Form No. S3459-0522 Supersedes S3459-1121 Page 86 of 110 Expires 06/30/20239o124 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES ° NOTE: To obtain Quiet Climate FlexT"" sound ratings, a TCURB Model Fig. 1 to Fig. 6 must be used. FAS PLAN REVIEW/SECTION m m 3 APPROVED C° 06/12/2023 CD SUBJECT TO CODE A A AND FIELD INSPECTION Co m CO A�p j U1 � N C**H Unit to Wall Curb Application Guide 0 Unit Indoor Air Connections Curb Indoor Air Connections � Shipping Fi Curb Model Curb Curb Used with Supply Air Return Air Spacing Supply Air Return Air S acing Alt. Weight g' ppy p g pp y Application p g Spacing Lbs. No. (Do Depth Height Unit Model(s) H x W H x W SA to RA H x W H x W SA to RA SA to RA O Q 1 TCURBF2430A 9.313 70-5/16 C24H, C30H 7.88 x 27.88 13.88 x 27.88 17.93 7.88 x 27.88 13.88 x 27.88 6.125 17.93 160 w L O 2 TCURBF3642A Used to direct replace CH3S Models. 9.313 85% C36H, C42H 9.88 x 29.88 15.88 x 29.88 30.00 9.88 x 29.88 15.88 x 29.88 6.125 30.00 195 Z 3 TCURBF4860A Used to direct replace CH4S and 9.313 85-5/16 C48H, C60H 9.88 x 29.88 15.88 x 29.88 30.00 9.88 x 29.88 15.88 x 29.88 6.125 30.00 195 CH5S Models. Q Used to install 2 or 2.5-ton cabinet tM w 4 TCURBT2430A 9.313 821/4 C24H, C30H 7.88 x 27.88 13.88 x 27.88 17.93 7.88 x 27.88 13.88 x 27.88 17.93 170 L machines installed in a soffit. OCd Z 5 TCURBT3642A Used to install 3 or 3.5 ton cabinet 9.313 1091/4 C36H,C42H 9.88 x 29.88 15.88 x 29.88 30.00 9.88 x 29.88 15.88 x 29.88 30.00 rA 235 machines installed in a soffit. O Used to install 4 or 5-ton cabinet w 6 TCURBT4860A 9.313 1091/4 C48H, C60H 9.88 x 29.88 15.88 x 29.88 30.00 9.88 x 29.88 15.88 x 29.88 30.00 225 machines installed in a soffit. Go uo 7 WMICF3A Isolation Curb 3.625 70% C24H, C30H 7.88 x 27.88 13.88 x 27.88 17.93 7.88 x 27.88 13.88 x 27.88 17.93 N 110 N 8 WMICF5A Isolation Curb 3.625 84% C36H, C42H 9.88 x 29.88 15.88 x 29.88 30.00 9.88 x 29.88 15.88 x 29.88 30.00 0 130 O 9 WMICF5A Isolation Curb 3.625 84% C48H,C60H 9.88 x 29.88 15.88 x 29.88 30.00 9.88 x 29.88 15.88 x 29.88 30.00 a 130 10 TFCT-32A Used to install new 2-ton in place of 9.313 801/4 C24H,C30H 7.88 x 27.88 13.88 x 27.88 17.93 7.88 x 19.88 11.88 x 19.88 20.56 rA 175 old 2-ton in a soffit. I~ m Used to install new 3-ton in place of x 11 TFCT-53A old 3-ton in a soffit. 9.313 82 1/4 C36H,C42H 9.88 x 29.88 15.88 x 29.88 30.00 7.88 x 27.88 13.88 x 27.88 17.93 0 185 ++ � Used to install new 2-ton in place of PQ 12 TFCF-32A old 2 ton. 9.313 70/8 C24H,C30H 7.88 x 27.88 13.88 x 27.88 17.93 7.88 x 19.88 11.88 x 19.88 20.56 160 00 H N Used to install new 3-ton in place of Q 13 TFCF-53A /a old 3 ton. 9.313 70 C36H,C42H 9.88 x 29.88 15.88 x 29.88 30.00 7.88 x 27.88 13.88 x 27.88 17.93 O 170 00 00 Used to install new 3-ton where there O14 WMRSC3SA are obstacles(conduit,etc)underneath 9.313 72 C36H 9.88 x 29.88 15.88 x 29.88 30.00 7.88 x 27.88 13.88 x 27.88 17.93 y 170 (� original unit. 1% O IV O O OO All curb model numbers followed by-X(beige), -4(gray), etc to match unit color. O CO All curbs have 4 rubber isolation mounts to reduce vibration to the installation wall. C NOTE A: For all economizer applications a TCURB*****is required. For C24&C30 installations with CHCRV-3 a TCURB is also required. All Dimensions in Inches. 18FBS2300070 FIG. 1 FIG. 2 TC U RB F2430A TC U RB F3642A �22"//16"-7 388„ 277„ 405„ 6 —16 443/16" 421/16" 2978" 26 7/16" o 9 7B" 78" �e o 61 0 /8„ 68„ 715/16 IS 78,. 13g" >347,8" 16 a 855/16" 7016 ALT.RETURN 701b PoshIGN N.T.RETLRSmONN POSITION 1 7T,IJMF243U TC'URBF3642 C24H II C30H 95/16"L C36H 95/16'Y� MS-3216 A C42H W-3217 A STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION FIG. 3 APPROVED FIG. 4 TCURBF4860A 06/12/2023 TCURBT2430A SUBJECT TO CODE �227/16" AND FIELD INSPECTION 171/a"-7 421/16'• 2913/16" 443/16" 3„ Z 408 38 16 27 g" 3131,V------— Tl � 267/16" 0 9M„ 12" 7$„ F 6 I/8" 7 IS 7/8" 16 855/16" ❑ „ �5 93111, 1, 8 I6 ALT.RERAN A POSITION 9„ o � 7016 iCUR13F4860 7Cl7RSI2430 95/16"I� 713/16" C24H / 95/16"C301�— MS-3213 A LLJ C60H PATENTED UNDER 9,004,995 Form S3459-0522 Superssee des S3459-1121 Page 88 of 110 Expires 06130/202311 o124 18FBS2300070 FIG. 5 FIG. 6 TC U RBT3642A TC U R BT4860A 22 7116" 22 7/16" 441/4" 421/16" 297/8" 421/l6" L---A r-MM 3L3/4"� 313/4"� 97/8" 97B" 24" 30 M. 1 15 7B" B" 1578" 171" 1091/4" 93 118" 1091/4" STATE OF WASHINGTON C"RBT3642 DEPT.OF LABOR AND INDUSTRIES I I FAS PLAN REVIEW/SECTION 91N6— 77B" C36H �195/164-- APPROVED SH C42H M4_3214 A 06/12/2023 C60H MS-3215A SUBJECT TO CODE AND FIELD INSPECTION FIG. 7 FIG. 8 WMICF3A WMICF5A 17 � �227/16'---1 8 44 1116' 38 g 4� 42 1/16' 2913/I6" 16 27�„ 8 26 1/16 204"� T 4 9 7B" 78„ 30" 1716 8478 6 " 11 8S' 6 70 13 g" 7q 0 6" 15 7B" 00 WMCF3 WMCF5 1.11 C24H C30H C36H 3 5/8" M S-3219% C42H MS-3220 A Form S3459- 22 Supersedes S3459-1111 21 PATENTED UNDER 9,004,995 Page pal§*489 of 110 Expires 06/30/2023 18FBS2300070 FIG. 9 FIG. 10 WMICF5A TFCT-32A 227/1B' �17g 4'1 in 44l/16' "73a„ 2913/16' 3816" 97/8" 0" g E F__j ° bn 30" 931/8" 117." 7016" 8� WMCFS 7FC132 �31." ° C60H C24H 916" MS-3221A C3 h6-3222A *TFCT AND TFCF CURBS MAY REQUIRE WALL MODIFICATION FOR MOUNTING HOLE PATTERN. FIG. 11 FIG. 12 TFCT-53A TFCF-32A 227/16" STATE OF WASHINGTON 171/81, DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION 3812" APPROVED 421/16" 06/12/2023 SUBJECT TO CODE 383/16" 335/16" AND FIELD INSPECTION :2U 263/4"� 77/8„ 7 7/8" 1715/16" ° 13 7B" 20 9/16" I� 8214' sa7s^ 1p III���III 70 3/8" 70 9/16" ll 13/16" 7FM3 TFCF32 14 3/4" o C 6H 5/16" C42H a4H � 9 5/16" C30H MS-3223 A INS-3266 A PATENTED UNDER 9,004,995 Form S3459-0522 Superssee des S3459-1121 Page 90 of 110 Expires 06/30/202313of24 18FBS2300070 FIG. 13 FIG. 14 TFCF-53A WMRSC3SA �121111" 22 7/16"-1 421i8" 387/16' 42 1i16" 2711/16" 43 l5/l6" 313/4" 313/4"� 7 7/8" 77/8' 17 7/8" 17 7/8" 70 3/8" q 13 7/8" ❑ O 13 7B" 85" 85" STATE OF WASHINGTON v° DEPT.OF LABOR AND INDUSTRIES wM sc3s 71CF53 FAS PLAN REVIEW/SECTION APPROVED 145/8" 06/12/2023 SUBJECT TO CODE c3c11 142. 9sns AND FIELD INSPECTION cazB 95/16" cnzB W-3225 A MS-3226 A *TFCT AND TFCF CURBS MAY REQUIRE WALL MODIFICATION FOR MOUNTING HOLE PATTERN. PATENTED UNDER 9,004,995 CH Unit &T Curb Economizer Airflow Path 100% OUTSIDE AIRFLOW PATH MIXED AIRFLOW PATH 100%CLOSED LOOPAIRFLOW PATH 0 0 0 0 o j �_PLYAIR COOLINGCOIL o SUPPLYAIR r o COOLm COII. �, o STIFFLY AIR 4 o� O . —AIR � o.. O . AIR FILTER AIR FR.TER MST NET NET ECA4NATOR II IIvMA70R Ei M(NATOR 100%OUfDOOR AIl2 REILJRNAIR ]00%OUIDOOR AIR RETURN AIR 100%REILJRN AIR Op0 0 0 DAM'ERBIADE 0 0 000 CONDENSER AIR OpQ CONDENSERAIR UpQ OpO Op0 Op0 CONDENSER AIR OpB Op0 Op0 Op0 pp pp ppp 0 Op 00 EXHALSTAIR CCPD ER COR, 0 EXHAUSTAIR 0� CONDENSER COR 00 Form No. S3459-0522 Supersedes S3459-1121 Page pal§*491 of 110 Expires 06/30/2023 18FBS2300070 Return Air Acoustical Plenum Duct Free Acoustical Plenum WAPR11 A B WAPFB1 7-7/8 27-7/8 WAPFB51 9-7/8 29-7/8 423M" 4214' + WAPFB5IFF 9-7/8 29-7/8 3 3/4" / 1 12" 3/8" 201/4" 3 3/4" 1 12" A 13 3/4" B 341/4" 18 12, ��II 1 12" MS-2284 A NOTE: WAPFB51 FF same as shown, 76" except has square front with grille straight up and down. Shipping Description Model Used With Color Weight (Lbs) Return Air WAPR11-X C36H-C60H Beige 205 21a„ Acoustical Plenum WAPR11-4 Buckeye Gray NE-2208A Duct Free Supply Air WAPFB31-X C24H-C30H Beige 132 Acoustical Plenum WAPFB31-4 Buckeye Gray Ducted Supply Air WAPS51-G C36H-C60H Galvanized 140 Supply Air Acoustical Plenum Acoustical Plenum Duct Free Supply Air WAPFB51-X Beige C36H-C60H 70 WAPS51-G � Acoustical Plenum WAPFB51-4 Buckeye Gray Duct Free Supply Air WAPFB5IFF-X C36H-C60H Beige 70 Acoustical Plenum WAPFB5IFF-4 Buckeye Gray 12" STATE OF WASHINGTON -4 DEPT.OF LABOR AND 97/8 INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 14" 06/12/2023 503/4" 2978" 4„ / SUBJECT TO CODE Imo' r.U-2164 AND FIELD INSPECTION 12"IAA 11OIES FOR DLUr000LAR.S. DUCTCOUARS FF DSUPPUED. Typical installation with isolation curb, free blow, supply air acoustical plenum & return air acoustical plenum. WMCFS WAPF51 F BLOW 1SOL noN SUPPLYAIR PLENUM AIItFLOW WAPR11 RENRN AIR ACWLSMI PLII LM °O Patent 8,336,672 ¢° AWWW W-3228 A Form No. S3459-0522 Supersedes S3459-1121 Page 92 of 110 Expires 06/30/202315 of 24 18FBS2300070 Typical Sound Performance with Installation/Isolation Curbs &Acoustical Plenums C24H2 Sound Data Matrix (dBA @ 5 feet) Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF2430 TCURBF2430 TCURBF2430 Direct Direct TCURBF2430 TCURBF2430 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB31 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation NA 28.6 30.1 29.4 NA NA 26.5 25.7 with CRV Compressor Stage 1 NA 43.2 40.2 40.4 NA NA 43.7 39.4 Operation with CRV Compressor NA 43.8 41.3 41.7 NA NA 43.2 40.6 Stage 2 Operation Compressor Stage 2 with ERV High Speed Operation Indoor Integr NA 39.9 37.4 37.6 NA NA 39.9 36.4 Compresso 65.4 65.4 65.4 65.4 65.4 65.4 Outdoor So Note 1:dBA is sound pressure measured 5 feet in front of unit and 5 feet above floor. STATE OF WASHINGTON Note 2:Unit or isolation curb is mounted to frame construction. DEPT.OF LABOR AND Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 23 C30H2 Sound Data Matrix (dBA @ 5 feet) SUOBJJECT TOOCODE AND FIELD INSPECTION Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF2430 TCURBF2430 TCURBF2430 Direct Direct TCURBF2430 TCURBF2430 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB31 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation NA 35.5 33.8 32.5 NA NA 31.2 32.5 Compressor NA 41.2 40.7 40.9 NA NA 40.8 38.0 Stage 1 Operation Compressor NA 44.3 43.1 43.2 NA NA 42.3 40.9 Stage 2 Operation Compressor Stage 2 with ERV Hi h Spee d O pare ion Indoor Integrated dBA NA 40.0 38.9 38.8 NA NA 38.2 36.7 Compressor Stage 2 63.8 63.8 63.8 63.8 63.8 Outdoor Sound Level l - Note 1:dBA is sound pressure measured 5 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. C36H1 Sound Data Matrix (dBA @ 5 feet) Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF3642 TCURBF3642 TCURBF3642 Direct Direct TCURBF3642 TCURBF3642 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation 37.1 32.7 32.6 30.2 36.1 32.3 28.7 29.3 Compressor 53.6 45.7 40.9 40.0 51.1 42.8 39.7 38.0 Stage 1 Operation Compressor 53.3 46.1 42.4 41.8 51.8 43.5 40.0 39.8 Stage 2 Operation Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA 49.8 42.4 38.5 37.5 47.8 39.8 36.4 35.7 10'Compressor Stage 2 Outdoor Sound Level 62.6 62.6 62.6 62.6 62.6 62.6 62.6 62.6 Note 1:dBA is sound pressure measured 5 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. Form No. S3459-0522 Supersedes S3459-1121 Page paf, 493 of 110 Expires 06/30/2023 18FBS2300070 Typical Sound Performance with Installation/Isolation Curbs &Acoustical Plenums C24H2 Sound Data Matrix (dBA @ 10 feet) Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF2430 TCURBF2430 TCURBF2430 Direct Direct TCURBF2430 TCURBF2430 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WgpS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation with CRV NA 27.4 28.1 25.9 NA NA 24.5 24.8 Compressor Stage 1 NA 40.4 37.2 37.8 NA NA 39.7 37.7 Operation with CRV Compressor Stage 2 Operation NA 41.2 38.9 38.7 NA NA 39.5 39.3 Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA NA 37.2 34.8 34.8 NA NA 36.0 34.9 Compressor Stage 2 65.4 65.4 65.4 65.4 65.4 Outdoor Sound Level Note 1:dBA is sound pressure measured 10 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. C30H2 Sound Data Matrix (dBA @ 10 feet) Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF2430 TCURBF2430 TCURBF2430 Direct Direct TCURBF2430 TCURBF2430 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer I Silencer Blower Only Operation NA 32.5 31.8 29.9 NA NA 29.4 30.5 Compressor NA 38.6 36.7 36.3 NA NA 38.7 37.5 Stage 1 Operation Compressor NA 42.2 41.0 39.2 NA NA 39.7 39.5 Stage 2 Operation Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA NA 37.5 36.2 34.8 NA NA 36.0 35.5 Compressor Stage 2 63.8 63.8 63.8 63.8 63.8 Outdoor Sound Level Note 1:dBA is sound pressure measured 10 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. STATE OF WASHINGTON Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED C36H1 Sound Data Matrix (dBA @ 10 feet) 06/12 TO CO _ SUBJECT TO CODE Free Blow Configuration Front Outlet Ducted Configuration AND FIELD INSPECTION Unit Mounting Direct TCURBF3642 TCURBF3642 TCURBF3642 Direct Direct TCURBF3642 TCURBF3642 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation 35.1 31.7 30.4 27.6 33.0 29.9 27.2 27.1 Compressor 48.7 43.5 40.9 37.1 47.0 40.2 39.7 38.3 Stage 1 Operation Compressor 48.8 43.8 42.4 38.8 48.1 40.8 40.0 38.4 Stage 2 Operation Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA 45.2 40.2 38.5 34.6 43.9 37.2 36.4 35.0 Compressor Stage 2 62.6 62.6 62.6 62.6 62.6 62.6 62.6 62.6 Outdoor Sound Level Note 1:dBA is sound pressure measured 10 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. Form No. S3459-0522 Supersedes S3459-1121 Page pa1�4g5 of 110 Expires 06/30/2023 18FBS2300070 Typical Sound Performance with Installation/Isolation Curbs &Acoustical Plenums C42H1 Sound Data Matrix (dBA @ 10 feet) Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF3642 TCURBF3642 TCURBF3642 Direct Direct TCURBF3642 TCURBF3642 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WgpS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation with CRV 35.7 31.5 30.3 28.6 35.0 31.6 27.6 29.3 Compressor Stage 48.7 43.0 41.3 40.0 49.2 40.4 42.1 39.0 Operation with CRV Compressor Stage 2 Operation 49.0 44.5 42.2 40.6 50.3 42.5 41.7 40.5 Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA 45.3 40.3 38.3 36.9 46.1 38.2 38.4 36.4 Compressor Stage 2 Outdoor Sound Level 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 Note 1:dBA is sound pressure measured 10 feet in front of unit and 5 feet above floor. STATE OF WASHINGTON Note 2:Unit or isolation curb is mounted to frame construction. DEPT.OF LABOR AND Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED C48H1 Sound Data Matrix (dBA @ 10 feet) SUBJECT TOCODE Free Blow Configuration Front Outlet Ducted Configuration AND FIELD INSPECTION Unit Mounting Direct TCURBF4860 TCURBF4860 TCURBF4860 Direct Direct TCURBF4860 TCURBF4860 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation 36.1 32.2 31.7 28.4 35.3 30.8 27.6 27.4 Compressor 45.8 41.3 40.2 38.4 45.9 38.2 39.0 38.8 Stage 1 Operation Compressor 49.6 45.0 42.1 41.3 49.0 42.7 42.1 40.8 Stage 2 Operation Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA 44.4 39.9 37.9 36.5 44.0 37.4 37.1 36.3 Compressor Stage 2 61.8 61.8 61.8 61.8 61.8 61.8 61.8 61.8 Outdoor Sound Level Note 1:dBA is sound pressure measured 10 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. C60H1 Sound Data Matrix (dBA @ 10 feet) Free Blow Configuration Front Outlet Ducted Configuration Unit Mounting Direct TCURBF4860 TCURBF4860 TCURBF4860 Direct Direct TCURBF4860 TCURBF4860 Isolation Curb Isolation Curb Isolation Curb Isolation Curb Isolation Curb WAPFB51 WAPS51-G Supply Air Treatment Grille Grille Grille Free Blow Standard Standard Standard Supply Air Supply Air Supply Duct Supply Duct Supply Duct Silencer Plenum WAPR11-X WAPR11-X WAPR11-X WAPR11-X Return Air Treatment Grille Grille Return Air Return Air Grille Return Air Grille Return Air Silencer Silencer Silencer Silencer Blower Only Operation 37.1 31.7 29.9 29.0 35.7 29.6 27.9 27.5 Compressor 48.2 42.8 41.0 39.4 48.1 40.9 42.4 39.1 Stage 1 Operation Compressor 54.8 47.7 45.3 45.0 54.5 47.3 48.2 44.1 Stage 2 Operation Compressor Stage 2 with ERV High Speed Operation Indoor Integrated dBA 48.5 42.3 39.8 39.0 48.2 41.0 42.0 38.3 Compressor Stage 2 67.6 67.6 67.6 67.6 67.6 67.6 67.6 67.6 Outdoor Sound Level Note 1:dBA is sound pressure measured 10 feet in front of unit and 5 feet above floor. Note 2:Unit or isolation curb is mounted to frame construction. Note 3:Results may vary depending upon other factors such as room size,type of construction and acoustical variances. Form No. S3459-0522 Supersedes S3459-1121 Page 96 of 110 Expires 06/30/202319 of 24 18FBS2300070 Part Load Cooling ApplicationOutdoor1 - OF F3 Model D.B./ COOLING 75°F 80oF 85°F 90oF 95°F 100°F 105°F 110°F 115°F 120°F 125°F 131°F W.B.00 CAPACITY 75/62 Total Cooling 19,500 18,200 16,900 15,600 14,500 13,400 12,400 11,400 10,500 9,600 8,700 7,800 Sensible Cooling 15,600 15,000 14,500 13,900 13,300 12,800 12,200 11,000 9,900 8,900 7,800 6,700 C241-12 80/67 Total Cooling 20,800 19,800 18,700 17,600 16,600 15,600 14,600 13,600 12,600 11,600 10,600 9,500 Sensible Cooling 15,100 14,700 14,300 13,900 13,400 13,000 12,500 12,100 11,600 11,100 10,600 8,100 85/72 Total Cooling 24,800 23,200 21,500 19,900 18,500 17,100 15,800 14,500 13,300 12,100 10,900 9,700 Sensible Cooling 15,500 15,000 14,400 13,800 13,200 12,600 12,000 11,400 10,700 10,100 9,400 7,000 75/62 Total Cooling 23,300 22,100 20,900 19,900 18,800 17,800 16,900 16,000 15,100 14,200 13,400 12,500 Sensible Cooling 17,900 17,400 16,900 16,400 16,000 15,500 15,000 14,600 14,200 13,200 11,900 10,400 C301-12 80/67 Total Cooling 24,800 24,000 23,200 22,400 21,600 20,700 20,700 19,000 18,100 17,200 16,300 15,200 Sensible Cooling 17300 17,000 16,700 16,400 16,100 15,700 15,700 15,100 14,700 14,400 14,000 12,700 85/72 Total Cooling 29,600 28,100 26,700 25,300 24,000 22,700 22,700 20,200 19,100 17,900 16,800 15,500 Sensible Cooling 17,800 17,300 16,800 16,300 15,800 15,200 15,200 14,200 13,600 13,000 12,400 11,000 75/62 Total Cooling 26,600 24,800 23,300 21,800 20,400 19,300 18,200 17,200 16,300 15,500 N/A N/A Sensible Cooling 20,700 20,100 19,500 19,000 18,400 17,800 17,200 16,600 15,900 15,200 C36H1 80/67 Total Cooling 28,400 27,000 25,800 24,600 23,400 22,400 21,400 20,500 19,600 18,800 N/A N/A Sensible Cooling 20,000 19,700 19,300 19,000 18,500 18,100 17,600 17,100 16,500 15,900 85/72 Total Cooling 33,900 31,600 29,700 27,800 26,000 24,500 23,100 21,800 20,600 19,600 N/A N/A Sensible Cooling 20,500 20,000 19,400 18,900 18,200 17,500 16,800 16,100 15,200 14,400 75/62 Total Cooling 30,700 28,500 26,600 24,900 23,400 22,100 21,000 20,200 19,400 18,800 N/A N/A Sensible Cooling 23,200 23,000 22,600 22,100 21,500 20,900 20,100 19,200 18,100 17,000 C42H1 80/67 Total Cooling 32,700 31,400 29,500 28,100 26,800 25,700 24,800 24,000 23,300 22,800 N/A N/A Sensible Cooling 22,500 22,500 22,400 22,100 21,700 21,200 20,600 19,800 18,800 17,800 85/72 Total Cooling 39,000 36,300 33,900 31,800 29,800 28,100 26,800 25,600 24,500 23,700 N/A N/A Sensible Cooling 23,100 22,900 22,500 22,000 21,300 20,500 19,700 18,600 17,300 16,100 75/62 Total Cooling 35,300 34,000 32,600 31,200 29,600 28,100 26,500 24,800 23,000 21,200 N/A N/A Sensible Cooling 27,500 27,200 26,800 26,300 25,700 25,100 24,300 23,300 22,400 21,300 C48141 80/67 Total Cooling 37,700 35,800 36,200 35,200 34,000 32,700 31,200 29,500 27,700 25,700 N/A N/A Sensible Cooling 26,600 26,600 26,500 26,300 25,900 25,500 24,900 24,100 23,300 22,300 85/72 Total Cooling 44,900 43,300 41,600 39,800 37,800 35,800 33,700 31,400 29,100 26,700 N/A N/A Sensible Cooling 27,300 27,000 26,600 26,100 25,400 24,700 23,800 22,600 21,500 20,200 75/62 Total Cooling 43,300 41,300 39,500 37,500 35,500 33,700 31,800 30,000 28,100 26,300 N/A N/A Sensible Cooling 33,900 33,100 32,300 31,400 30,500 29,600 28,700 27,700 26,700 25,700 C60H1 80/67 Total Cooling 46,200 43,000 43,800 42,400 40,800 39,200 37,500 35,700 33,800 31,800 N/A N/A Sensible Cooling 32,900 32,400 32,000 31,400 30,800 30,100 29,400 28,600 27,800 26,900 85/72 Total Cooling 55,100 52,600 50,300 47,900 45,300 42,900 40,500 38,000 35,500 33,100 N/A N/A Sensible Cooling 33,700 32,900 32,200 31,200 30,200 29,100 28,000 26,800 25,600 24,300 O Below 65°F,unit requires a factory or field installed low ambient control. DEPT.OF LABOR AND Capacity Multiplier Factors O Outdoor temperatures shown are measured at the condenser section air inlet. INDUSTRIES %of Rated _10 Rated +10 O Return air temperature'F. FAS PLAN REVIEW/SECTION Airflow APPROVED 06/12/2023 Total BTUH 0.975 1.0 1.02 Sensible BTUH 0.950 1.0 1.05 SUBJECT TO CODE Part LoadHeating Application RatingOutdoor Temperature MODEL 0° 5° 10, 15' 20' 25° 30° 35° 40° 45° 50* 55' 60T BTUH 3,600 4,700 5,900 7,000 8,100 9,300 10,400 11,600 12,700 13,800 14,900 16,100 17,200 C24H2 WATTS 1390 1400 1410 1410 1420 1420 1420 1410 1440 1460 1470 1480 1490 COP 0.76 0.99 1.23 1.46 1.68 1.92 2.15 2.42 2.59 2.77 2.97 3.19 3.39 BTUH 6,200 7,600 8,900 10,300 11,500 12,500 13,500 14,600 16,400 18,300 19,900 21,200 22,600 C30H2 WATTS 1680 1700 1720 1740 1760 1700 1770 1780 1820 1860 1890 1910 1930 COP 1.09 1.31 1.52 1.74 1.92 2.07 2.24 2.41 2.65 2.89 3.09 3.26 3.44 BTUH 7,000 8,600 10,100 11,600 13,100 14,400 15,700 17,100 18,900 20,700 22,400 23,900 25,400 C36H1 WATTS 1930 1940 1960 1970 1980 1980 1990 1990 2020 2060 2080 2090 2110 COP 1.07 1.30 1.51 1.73 1.94 2.14 2.32 2.52 2.75 2.95 3.16 3.36 3.53 BTUH 8,800 10,600 12,500 14,300 16,200 18,100 20,000 21,900 23,600 25,400 27,100 29,000 30,800 C42H1 WATTS 2340 2360 2390 2410 2410 2400 2380 2370 2450 2540 2590 2610 2640 COP 1.11 1.32 1.54 1.74 1.97 2.21 2.47 2.71 2.83 2.93 3.07 3.26 3.42 BTUH 10,800 12,900 15,100 17,200 18,900 20,300 21,600 23,000 26,300 29,500 32,100 34,300 36,400 C48H1 WATTS 2490 2520 2550 2580 2590 2600 2600 2600 2670 2740 2790 2820 2850 COP 1.28 1.50 1.74 1.96 2.14 2.29 2.44 2.60 2.89 3.16 3.38 3.57 3.75 BTUH 11,400 14,200 17,100 19,900 22,700 25,500 28,300 31,000 33,900 36,900 39,700 42,600 45,400 C60H1 WATTS 2860 2900 2950 2990 3040 3110 3170 3230 3250 3260 3290 3340 3380 COP 1.17 1.44 1.70 1.96 2.19 2.41 2.62 2.82 3.06 3.32 3.54 3.74 3.94 * 70T DB indoor return air at rated CFM includes defrost operation below 45°. O Outdoor temperatures shown are measured at the condenser section air inlet. Form No. S3459-0522 Supersedes S3459-1121 Page p497 of 110 Expires 06/30/2023 18FBS2300070 Full Load Cooling Application 1Outdoor 1 OF O(2) Model D.B./ COOLING 75°F 80oF 85'F 90'F 95°F 100°F 105°F 110°F 115°F 120°F 125°F 131°F W.B.O CAPACITY 75/62 Total Cooling 26,600 24,600 22,800 21,200 19,600 18,300 17,100 16,000 14,900 14,000 13,200 12,400 Sensible Cooling 21,100 19,900 18,900 18,000 17,200 16,500 15,800 15,300 14,200 10,000 7,800 5,100 C241-12 80/67 Total Cooling 28,400 26,800 25,300 23,900 22,400 21,300 20,100 19,000 17,900 16,900 16,000 15,100 Sensible Cooling 20,400 19,500 18,700 18,000 17,300 16,800 16,200 15,800 15,400 15,000 14,800 6,200 85/72 Total Cooling 33,900 31,400 29,100 27,000 25,000 23,300 21,700 20,200 18,800 17,600 16,500 15,400 Sensible Cooling 20,900 19,800 18,800 17,900 17,000 16,300 15,500 14,800 14,200 13,600 13,100 5,400 75/62 Total Cooling 32,800 30,200 28,000 26,100 24,400 23,000 21,900 21,000 20,400 19,900 19,600 19,700 Sensible Cooling 25,200 23,700 22,400 21,300 20,400 19,800 19,100 18,800 18,500 18,400 17,700 16,800 C301-12 80/67 Total Cooling 35,000 32,900 31,100 29,500 28,000 26,800 25,800 25,000 24,500 24,100 23,900 24,000 Sensible Cooling 24,400 23,200 22,200 21,300 20,600 20,100 19,600 19,400 19,200 19,200 19,400 19,800 85/72 Total Cooling 41,700 38,500 35,700 33,300 31,100 29,300 27,800 26,600 25,800 25,100 24,600 24,500 Sensible Cooling 25,000 23,600 22,300 21,200 20,200 19,500 18,700 18,200 17,700 17,400 17,200 17,100 75/62 Total Cooling 37,200 35,500 33,800 32,100 30,500 28,900 27,400 25,800 24,400 22,900 N/A N/A Sensible Cooling 29,500 28,700 27,800 26,900 26,100 25,300 24,500 23,600 22,900 22,100 C36H1 80/67 Total Cooling 39,700 38,600 37,500 36,300 35,000 33,700 32,300 30,800 29,300 27,700 N/A N/A Sensible Cooling 28,600 28,100 27,500 26,900 26,300 25,700 25,100 24,400 23,800 23,100 85/72 Total Cooling 47,300 45,200 43,100 41,000 38,900 36,900 34,900 32,800 30,800 28,800 N/A N/A Sensible Cooling 29,300 28,500 27,700 26,700 25,800 24,900 23,900 22,900 21,900 20,900 75/62 Total Cooling 42,100 40,100 38,300 36,500 34,700 33,000 31,300 29,700 28,100 26,500 N/A N/A Sensible Cooling 33,400 32,400 31,300 30,400 29,500 28,600 27,800 27,100 26,400 25,700 C42H1 80/67 Total Cooling 44,900 43,700 42,500 41,200 40,000 38,400 36,900 35,400 33,800 32,100 N/A N/A Sensible Cooling 32,400 31,700 31,000 30,400 29,700 29,100 28,500 28,000 27,400 26,900 85/72 Total Cooling 53,500 51,100 48,800 46,500 44,200 42,000 39,800 37,700 35,500 33,400 N/A N/A Sensible Cooling 33,200 32,200 31,200 30,200 29,200 28,200 27,200 26,300 25,300 24,300 75/62 Total Cooling 48,800 46,600 44,600 42,500 40,500 38,600 36,800 35,000 33,200 31,400 N/A N/A Sensible Cooling 39,400 38,500 37,600 36,700 35,700 34,800 33,800 32,800 31,800 30,800 C48H1 80/67 Total Cooling 52,100 50,800 49,500 48,000 45,500 45,000 43,400 41,700 39,900 38,000 N/A N/A Sensible Cooling 38,200 37,700 37,200 36,700 36,000 35,400 34,700 33,900 33,100 32,200 85/72 Total Cooling 62,100 59,400 56,900 54,200 51,700 49,200 46,800 44,400 41,900 39,500 N/A N/A Sensible Cooling 39,100 38,300 37,400 36,500 35,300 34,300 33,100 31,800 30,500 29,100 75/62 Total Cooling 58,100 55,600 53,200 51,000 48,800 46,700 44,700 42,700 40,800 38,900 N/A N/A Sensible Cooling 45,200 43,700 42,400 41,100 39,900 38,800 37,800 36,900 36,000 35,200 C60H1 80/67 Total Cooling 62,000 60,600 59,100 57,600 55,500 54,400 52,700 50,900 49,100 47,200 N/A N/A Sensible Cooling 43,800 42,800 42,000 41,100 40,300 39,500 38,800 38,100 37,400 36,800 85/72 Total Cooling 73,900 70,900 67,900 65,000 62,200 59,500 56,800 54,200 51,600 49,100 N/A N/A Sensible Cooling 44,900 43,400 42,200 40,800 39,500 38,20O 37,000 35,700 34,500 33,300 OO Below 65'F,unit requires a factory or field installed low ambient control. DEPT.OF LABOR AND Capacity Multiplier Factors O Outdoor temperatures shown are measured at the condenser section air inlet. INDUSTRIES %of Rated Airflow -10 Rated +10 © Return air temperature'F. FAS PLAN REVIEW/SECTION Total BTUH 0.975 1.02 1.02 APPROVED Sensible BTUH 0.950 1.05 1.05 06/12/2023 SUBJECT TO CODE Full LoadHeating Application RatingOutdoor Temperature MODEL 0° 5° 10, 15' 20' 25' 30° 35° 40° 45° 50' 55° 60T BTUH 5,100 6,600 8,100 9,600 11,100 12,400 13,800 15,200 16,900 18,600 20,100 21,600 23,100 C24H2 WATTS 1570 1600 1620 1640 1660 1680 1690 1710 1750 1790 1820 1840 1860 COP 0.96 1.21 1.47 1.72 1.96 2.17 2.40 2.61 2.83 3.05 3.24 3.44 3.64 BTUH 10,600 12,200 13,800 15,400 16,400 16,900 17,400 17,900 21,200 24,400 26,600 28,200 29,800 C30H2 WATTS 2000 2030 2060 2100 2120 2120 2130 2130 2210 2290 2340 2380 2410 COP 1.56 1.77 1.97 2.15 2.27 2.34 2.40 2.47 2.82 3.13 3.34 3.48 3.63 BTUH 12,200 14,200 16,200 18,200 19,900 21,200 22,600 24,000 26,900 29,900 32,200 34,200 36,200 C36H1 WATTS 2270 2300 2340 2380 2410 2430 2450 2470 2530 2600 2640 2680 2720 COP 1.58 1.81 2.03 2.25 2.42 2.56 2.71 2.85 3.12 3.37 3.58 3.74 3.90 BTUH 14,000 16,600 19,300 22,000 23,900 25,400 26,900 28,400 32,800 37,300 40,600 43,300 46,000 C42H1 WATTS 2750 2810 2870 2930 2960 2970 2980 2990 3130 3270 3370 3430 3490 COP 1.50 1.74 1.98 2.20 2.37 2.51 2.65 2.79 3.08 3.35 3.53 3.70 3.87 BTUH 18,000 20,600 23,300 26,000 28,000 29,500 31,100 32,700 37,000 41,300 44,600 47,300 50,000 C48H1 WATTS 3010 3070 3130 3190 3240 3280 3320 3360 3450 3540 3610 3670 3730 COP 1.76 1.97 2.19 2.39 2.54 2.64 2.75 2.86 3.15 3.42 3.62 3.78 3.93 BTUH 24,800 27,700 30,600 33,500 35,800 37,600 39,400 41,300 45,800 50,300 53,800 56,700 59,600 C60H1 WATTS 3770 3850 3930 4010 4080 4140 4200 4260 4370 4470 4560 4640 4720 COP 1.93 2.11 2.29 2.45 2.58 2.67 2.75 2.85 3.08 3.30 3.46 3.59 3.70 * 70T DB indoor return air at rated CFM includes defrost operation below 45°. OO Outdoor temperatures shown are measured at the condenser section air inlet. Form No. S3459-0522 Supersedes S3459-1121 Page 98 of 110 Expires 06/30/202321 of24 18FBS2300070 111 • ' / I I Rated (D Model Max " Coaling&Heat Pump Cooling&Heat Pump Electric ESP ESP Blower Only Stage 1 Stage 2 Heat C24H .10 .50 550 I 550 740 I 900 C30H .10 .50 650 650 900 900 C36H .15 .50 800 I 800 1100 I 1100 C42H .15 .50 800 I 9003 1250 I 1250 C48H .20 .50 825 10000 1550 I 1550 C60H .20 .50 850 13000 1650 1650 NOTE. These units are equipped with a variable speed(ECM)indoor motor that automatically adjusts itself to maintain approximately the same rate of indoor airflow in both heating&cooling,dry&wet coil conditions and at both 2301208 or 460 volts. O Maximum ESP(inches WC)shown is with 2"thick disposable filter. O Blower only CFM is the total air being circulated during continuous fan only mode. O Blower only CFM reduces during continuous fan only mode. O CFM output on Stage 2 Cooling and Heat Pump or Electric Heat. w * • _ 1 1 r 1 1 1 1 ! 1 1 1) 1 1 - At 240V(1) At 208V(1) At 480V(2) At 460V(2) Nominal KW KW 1-Ph 3-Ph Btuh KW 1-Ph 3-Ph Btuh KW 3-Ph Btuh KW 3-Ph Btuh Amps Amps Amps Amps Amps Amps 4.0 4.0 16.7 13,652 3.00 14.4 10,239 5.0 5.0 20.8 17,065 3.75 18.0 12,799 6.0 1 6.0 14.4 20,478 1 4.50 12.5 15,359 6.0 7.2 20,478 5.52 6.9 18,840 8.0 8.0 33.3 27,304 6.00 28.8 20,478 9.0 9.0 21.7 30,717 6.75 18.7 23,038 9.0 10.8 30,717 8.28 10.4 28,260 10.0 10.0 41.7 34,130 7.50 36.1 25,598 15.0 15.0 62.5 36.1 51,195 11.25 54.1 31.2 38,396 15.0 18.0 51,195 13.80 17.3 47,099 18.0 43.4 61,434 13.5 37.4 46,076 18.0 21.6 61,434 16.56 20.8 56,520 20.0 20.0 83.3 68,260 15.00 72.1 51,195 (1)These electric heaters are available in 230/208V units only. STATE OF WASHINGTON (2)These electric heaters are available in 480V units only. DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION Heater Packages FieldInstalled •Designed for adding Electric Heat to 0 KW Units •ETL-US&Canada Listed SUBJECT TO CODE •Circuit Breaker standard on 230/208V Models •Rotary Disconnect standard on 460V I I09J sELD INSPECTION -A00 Models -B00 Models -000 Models Heat Pump 230/208-1 230/208-3 460-3 Models Heater Model # KW Heater Model # KW Heater Model # KW EHT03H-A04B 4 EHT02H-B06B 6 C24H2 EHT03H-AF8B F8 EHT03H-B09B 9 EHT03H-AS8B S8 EHT03H-A04B 4 EHT03H-B06B 6 EHT03H-006 6 C30H2 EHT03H-AF8B F8 EHT03H-B09B 9 EHT03H-009 9 EHT03H-AS8B S8 EHS03H-A05B 5 EHT05H-B06B 6 EHS05H-006 6 C36H1 EHT05H-A10B 10 EHT05H-B09B 9 EHS03H-009 9 EHT05H-A15B 15 EHS05H-B15B 15 EHS03H-C15 15 EHS03H-A05B 5 EHS05H-B06B 6 EHS05H-006 6 C42H1 EHT05H-A10B 10 EHS05H-B09B 9 EHS05H-009 9 EHT05H-A15B 15 EHS05H-B15B 15 EHS05H-C15 15 EHT06H-A04B 4 EHT06H-B06B 6 EHT06H-A05B 5 EHT06H-006 6 C48H1 EHT06H-A10B 10 EHT06H-B09B 9 EHT06H-009 9 EHT06H-B15B 15 EHT06H-A15B 15 EHT06H-B18B 18 EHT06H-C15 15 EHT06H-A20B 20 EHT06H-A05B 5 EHT06H-B06B 6 EHT06H-006 6 C60H1 EHT06H-A10B 10 EHT06H-B09B 9 EHT06H-009 9 EHT06H-A15B 15 EHT06H-B15B 15 EHT06H-C15 15 EHT06H-A20B 20 EHT06H-B18B 18 EHT06H-C18 18 Form No. S3459-0522 Supersedes S3459-1121 Page p 499 of 110 Expires 06/30/2023 18FBS2300070 Clearances Required for Service Accesiat Minimum Clearances Requi�red t�o and Adequate Condenser Airflow Combustible Materials MODELS LEFT SIDE RIGHT SIDE MODELS (I SUPPLY AIR DUCT FIRST CABINET All Models 36" 36" THREE FEET 1.)Follow all national,state,and local codes and regulations regarding the All Models 1/4" 0" installation of heating and cooling equipment regarding Single Packaged (D Refer to the Installation Manual for more detailed information. Vertical Units(SPVU)including electrical access clearances. 2.)Bard recommends a minimum of 10 ft.between the unit front condenser air outlet and solid objects including fences,walls,bushes,and other airnow obstructions. 3.)Bard recommends a minimum of 15 ft.between the condenser air out- lets of 2 units that are facing each other. 4.)Bard recommends a minimum clearance of 4"under the unit cabinet for condenser defrost drain age during heat pump operation. 1 MODEL WIDTH DEPTH HEIGHT SUPPLt15.88 URN (W) (D) (H) A B E F G I J K L M N 0 P Q R S T C24H2 38.200 17.125 70.563 7.88 27 27.88 40.00 10.88 25.75 17.93 26.75 28.75 29.25 27.00 2.63 39.13 22.75 9.14 5.00 12.00 5.00 C30H2 C36H1 42.075 22.432 84.875 9.88 29 29.88 43.88 13.56 31.66 30.00 32.68 26.94 34.69 32.43 3.37 43.00 23.88 10.00 1.44 16.00 1.88 C42H1 C48H1 42.075 22.432 93.000 9.88 29 29.88 43.88 13.56 37.00 30.00 40.81 35.06 42.81 40.56 3.37 43.00 -1i on 10.00 1.44 16.00 10.00 C60H1 All dimensions are in inches. Dimensional drawings are not to scale. STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED Built In E 06/12/2023 Rain Hood D o SUBJECT TO CODE 4°Pitch AND FIELD INSPECTION Heater W Access Panel Electric 2.13 R Heat Side Wall C.Breaker/ A Ivbuntm �g SUpP1Y g •� Disconnect Brackets Access Pan) (Built 1n) S (Lockable) g > ERV and 1 ECONVVIvs Top Rain only hood Flashing S Shipping Panelccess Location Panel Op I optional 5.75 Door 3" C H Electrical RetUm Air Opening S 3 Entrances ee°ee i F e e e e e Ventilation Air L LowNbItage .0 S Electrical Entrance K G Condense ffigEVoltage Cond Air J L M Ail fillet Entrance OUl P 3 e� T Front View Side View Drain for N Back Vcw indoor toll Q 8620-160 Drain Fitting- S d with unit, Mfi installed. NE-3190 Form No. S3459-0522 Supersedes S3459-1121 Page 100 of 110 Expires 06/30/2023?3 of 24 18FBS2300070 Wall-MountHeat Pump rdNomenclature MODEL C 36 H 1 — A 05 V P X X X X_ NUMBER I KW OI CAPACITY I EVISION OC-OKW FILTER OPTIONS SUPPLY AIR CONTROL MODULES 24-2 Ton OZ-OKW X -1-Inch Fiberglass OUTLET 30-21/2 Ton ::Vn'l OF WASHINGTO 04-4KW (MERV 2) X - Front(Standard) (See Control Module Options) .OFLABORAN 05-5KW 36-3 Ton HEAT PUMP INDUSTRIES 06-6KW M -2-Inch Pleated 42-3'/z To (MERV 11) COIL OPTIONS 48-4 Ton FAS PLAN REVIEW/SECT N F8-8KW p _2-Inch Pleated X-Standard Hydrophilic Fin 60-5 Ton APPROVED S8-8KW (MERV 8) Indoor Coil&Uncoated 06/12/20 09 9KW N -2"Pleated COLOR OPTIONS Aluminum Outdoor Coil SUBJEC CODE 10-lOKW (MERV13) X - Beige 1-Coated Indoor Coil AN D INSPECTION 15-15KW 1 - White 20-20KW A -UV-C+2"Pleated 2-Coated Outdoor Coil VOLTS&PHASE I MERV13 Filter 4 - Buckeye Gray 3-Coated ID&OD Coil A-230/208/60/1 (230V units only) 5 - Desert Brown B-230/208/60/3 VENTILATION OPTIONS 8 - Dark Bronze C-460/60/3 (See Vent Options Table Below) S - Stainless Steel Note TO All 230/208V units with or without electric heat have circuit breaker. OC is for 460V circuit breaker&OKW. No 460V electric heat options w/circuit breaker available. 460V-OZ and all 460V KW options are with Rotary Disconnect. See Page 9 for available heater options by unit model number. OptionsVentilation MODELS C24H1,C3OH1 C36H1,C42H1,C48H1,C6OH1 Description Factory Installed Field Installed Factory Installed Field Installed Code No. Part No. Code No. Part No. Blank-Off Plate B BOP-3 B BOP-5 Commercial Ventilator-Modulating Spring Return w/Exhaust V CHCRV-3 TO V CHCRV-5 Economizer(Internal)-Fully Modulating w/Exhaust mn S ECONCHS-E3 Q3 S ECONCHS-E5 Q3 Energy Recovery Ventilator-230V TO R CHERV-A3®TO R CHERV-A5®TO Energy Recovery Ventilator-460V TO R CHERV-C3 CO 3 R CHERV-05 CO 3 TO Intake and exhaust can be independently adjusted. ® Insert color to match unit("X"=Beige;"4"=Buckeye Gray;etc.) TO Requires use of TCURB,depending on unit model,when installing ECONCHS-E3,-E5 or CHCRV-3. See Page 10 for additional information. NOTE: The WMDK Door Kit cannot be used with the CH Product-Line,due to door sizes. All parts are included in the field installed vent kits, including door panels. ControlHeat Pump DESCRIPTION Low Pressure High Pressure Low Ambient Start Start Outdoor Freezestat Dirty Filter Factory Installed Field Installed Control TO Control TO Control&Relay© Kit TO Kit® Sensor © Switch O Code Number Part Number STD STD X N/A STD STD C241-12-301-12•All E CMH-32 STD STD C36H1-48H1 •230V E CMH-20 STD STD C36H1-48H1 •460V E CMH-21 STD STD C60 •All E CMH-19 STD STD • I I Field Installed Only CMC-15 TO STD STD • I I Field Installed Only SK111 aT STD STD • Field Installed Only CMC-29 STD STD • Field Installed Only CMC-30 STD STD • Field Installed Only 8403-061 TO STD=Standard Equipment TO The high&low pressure controls are auto reset. Operating circuit includes a lockout feature and is resettable from the wall thermostat. All low pressure controls use a timed bypass circuit to prevent nuisance tripping during low temperature start-up. ©The low ambient control includes an 8201-008(fan relay)and permits cooling operation down to O'F. TO PTCR start kit can be used with all-A single phase models. Increases starting torque 2-3x. Not used for-B or-C three phase models. Do not use if SKI 11 is used. ® Start capacitor and potential relay start kit can be used with all-A single phase models. Increases starting torque 9x. Not used for-B or-C three phase models. Do not use if CMC-15 is used. © ODT.Outdoor thermostat. Field-installed only. Bard Part#8403-061. Comes with weatherproof enclosure. Works in conjunction with 8403-060 multi-stage thermostats offered by Bard and can be configured for any or all of compressor cut-off in heat pump mode, minimum cooling mode and maximum electric heat operation based on outdoor temperature. © Field installed option for standard units. O Dirty Filter Switch. Adjustable for different filter media. Normally open close-on-activation dry contact rated 1.5A 24VAC. Suitable for use with appropriate thermostat or alarm panels supplied by others. NOTE: Standard heat pump control board has a 5-minute compressor anti-short cycle timer. LAC control is required for operation of cooling mode below 55 degrees. This option is recommended for applications throughout most of the United States&Canada. ' Bard Manufacturing Company, Inc. Due to our continuous product improvement policy, Form No. Bryan, Ohio 43506 all specifications subject to change without notice. S3459 www.bardhvac.com May 2022 rl.@•kntw�m:.�o......r.. Supersedes:S3459-1121 Page p4101 of 110 Expires 06/30/2023 18FBS2300070 fantech° a systemair company PROTM 80 Exhaust Fan Bath Fan, Surface Mount, 1 Grille, 80 cfm,4" Duct STATE OF WASHINGTON Item#:98500 DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 NVSUBJECT TO CODE AND FIELD INSPECTION •1.2 Sones •Built-in backdraft damper •High efficiency motor •3 year warranty Application The PRO 80 exhaust fan provides remarkably quiet,energy efficient ventilation for bathrooms,powder rooms and other areas with square footage up to 130 sq. ft.The fans are designed for intermittent or continuous operation to meet ASHRAE Standard 62.2. Model 80 cfm fan with a ceiling grille and damper.Uses a 4"flexible duct.The PRO80 fan has a unique plug and la concept that allows you to add accessories such 4 p g play p Y \ `\ as a humidity sensor without changing the fan.The product is provided with an `\`\ adjustable 12-24"bar hanger for ease of installation. This model holds an ETL listing and conforms to UL and CSA safety standards. �,\ ENERGY STAR®and HVI qualified,California Title 24 Listed Technical parameters Nominal data Voltage(nominal) 120 V Voltage type AC Frequency 60 Hz Phase(s) 1- Input power 26 W Input current 0.35 A Impeller speed 1,065 r.p.m. Air flow max 80 cfm Temperature of transported air 23 to 104 °F Item name:PROW 80 Exhaust Fan Product link:https:Hshop.fantech.net/en-US/productPermalink?p=455025 I Item#:98500 Document type:Product card I Created on:2022-02-14 1 Generated by:Fantech Online Catalogue I Language:English Pagel of 5 Page 102 of 110 Expires 06/30/2023 18FBS2300070 Protection/Classification Enclosure class,motor IP44 Insulation class B Dimensions and weights Duct dimension;Circular,outlet 4 in. Weight 9 lb Optional Duct connection type Circular STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Item name:PROW 80 Exhaust Fan Product link:https:Hshop.fantech.net/en-US/productPermalink?p=455025 Item#:98500 Document type:Product card Created on:2022-02-14 1 Generated by:Fantech Online Catalogue I Language:English Page 2 of 5 Page 103 of 110 Expires 06/30/2023 18FBS2300070 Performance Performance curve in.wg. 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0 10 20 30 40 50 60 70 80 90 cfm Hydraulic data Required air flow Required static pressure Working air flow Working static pressure Air density 0.075 Ib/ft3 Power Fan control-RPM Current Airflow efficiency Control voltage Supply voltage STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Item name:PROW 80 Exhaust Fan Product link:https:Hshop.fantech.net/en-US/productPermalink?p=455025 Item#:98500 Document type:Product card Created on:2022-02-14 1 Generated by:Fantech Online Catalogue I Language:English Page 3 of 5 Page 104 of 110 Expires 06/30/2023 18FBS2300070 Dimensions 10-114 1 260 M 70 i2 6p C C'7 13 rn 3S 3�4'' ks, 13" 330 MM STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Item name:PROW 80 Exhaust Fan I Product link:https:Hshop.fantech.net/en-US/productPermalink?p=455025 Item#:98500 Document type:Product card Created on:2022-02-14 1 Generated by:Fantech Online Catalogue I Language:English Page 4 of 5 Page 105 of 110 Expires 06/30/2023 18FBS2300070 Accessories . FD60EM Electronic Timer Switch(411386) FIDT 4 Insulated Flex Duct(411061) . HS 4W External Louver Exhaust(45151) PROTm Accs.,Humidity Sensor(98508) . PROW Accs.,LED Light Grille(98509) Documents . 153508 Pro Series IOM EN . 445442 Pro Series Bath Fan Spec Sheet EN STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE AND FIELD INSPECTION Item name:PROTM 80 Exhaust Fan I Product link:https:Hshop.fantech.net/en-US/productPermalink?p=455025 Item#:98500 Document type:Product card Created on:2022-02-14 1 Generated by:Fantech Online Catalogue I Language:English Page 5 of 5 Page 106 of 110 Expires 06/30/2023 fantech 0 company CentrifugalFG Series Inline Fans The company that invented the circular duct fan more than thirty years ago,now introduces new improved inline fans that are virtually airtight. New production processes eliminate manufacturing variances to ensure tight tolerances for optimal performance of every fan. Galvanized steel housings meet code requirements for both residential and commercial applications. High quality ebm-papst motors ensure long life and dependable performance. Simplified Instillation The FG Series features new longer duct connections for easier installation.Fans are prewired and include bracket for mounting to wall or ceiling. Straight-through airflow allows fans to be installed at any angle at any point along the ductwork. We've set a new standard for: • Performance • Air Tightness • Efficiency • Ease of Installation • Reliability Features and Benefits • Automatic reset thermal overload protection ;„e�,`de=,„a"�"e„—, • 135 to 940 CFM p ��_ d,°nee„ne • • Suitable for airstream temperatures up to C UD OS N�/� A`M ASee Tnem°9= 4"to 12"(102 to 305 mm)duct diameter o o CERTIFIED dared°°'e„=e°d procedures ped°med'in • Airtight galvanized steel housing—perfect for 140 F 60 °be°eew;,„AMA RIR r°dreea°,21 ede°mpiy • 100% Seed controllable PERromm�ncc ;.nm me q°o---, commercial code applications p r, AM A en;ned • Powered by ebm-PAPST external rotor • Rated for outdoor use 9=Pre9rem motorized impeller for excellent heat • LIL Listed dissipation,even at low RPM • 5 year warranty • Permanently lubricated sealed ball bearings STATE OF WASHINGTON for maintenance-free operation DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION Applications APPROVED FC Vibration 06/12/2023 SuspensionWire SUBJECT TO CODE Isolation AND FIELD INSPECTION Duct Also Available:FGC Series Fantech Inline Duct Fan Same fans prewired with six foot cord and plug Page 107 of 110 Expires 06/30/2023 FG Series Specification Data FG 4 20 120/1 0.19 3000 135 110 83 55 25 1 0.94 7 3 FG 4XL 71 120/1 0.66 2700 I_ 150 ■—j 119 103 A�kQ 1.98 8 4 FG 5 20 120/1 0.19 3000 156 130 99 66 33 - - 0.99 7 3 FG5XL 73 120/1 0.68 Ajk00 J_- ,_ Q5 112 _11 1.89 "- FG 6 72 120/1 0.58 2700 303 287 270 232 196 164 58 1.88 10 5 FG6M 120 120/1 1.0 RPJF1M! 370 AN)PON9 68 22 _1 0 1 2.10'U-- FG 6XL 153 120/1 1.48 2900 483 450 409 369 329 289 201 2.41 12 5 FG 8 119 120/1 1.= 2550 461 410 351M1 295 243 �� 2��T 5 FG 8XL 142 120/1 1.45 2950 502 470 428 388 351 313 218 2.40 13 6 FG 10 138 120/1 1.MMMOW1 513 480 444=I 407 366 .11111kh.il6 2.36 12 5 FG 10XL 196 120/1 1.96 3100 589 560 531 503 472 441 355 3.02 14 6 M 181 120/1A 1.87jj_jja&L 680 # 601JL 515 �___I18 7 FG 12XL 301 120/1 3.01 2900 940 880 819 746 670 596 425 2.74 21 10 Performance shown is for installation type D-Duct inlet,Ducted outlet.Speed(RPM)shown is nominal.Performance is based on actual speed of test.Performance ratings do not include the effects of appurtenances(accessories). Dimensions FG 4 4(102) 8 1/2(216) 61/2(165) 1(25) 1(2EI 3 3/4" FG 4XL 4(102) 9 3/4(248)_MMr/16(176) 1(25) 2„ FG 5 5(127) 8 5/3(219) 61/,(165) 1(25) 1(25) FG 5XL 5(127) 9 3/4(248).A�__ F r FG 6 6(152) 11 3/8(289) 61/4(159) 1(25) 1/6(22) FG 6XL/FG 6M 6(152) 13'/6(333) 71 �z51 ®n FG 8 8(203) 131/4(337) 6(152) 1(25) 1(25) A JllJl ® o ® FG 8XL 8(203) 131/4(337) 6(152) 1 1/6(29) 1(25) dd FG 10 10(254) 131/4(337) 4 3/4(121) 1 1/3(29) 1(25) G 10XL 10 25 13'/4(337 13 (122) 32)"M&IjIME FG 12 12(305) 16(406) 611/16(170) 11/4(32) 1(25) 12(305) 16(406) 611/16(170) 1 112(381_ I D C All dimensions in inches(mm). tDuct connection is 1/8"smaller than duct size. m a 0 STATE OF WASHINGTON Accessories DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 06/12/2023 SUBJECT TO CODE ' AND FIELD INSPECTION FC WC 15 FLD 60 FD 60EM sco FTD 7 — Mounting Clamps Speed Control Light/Fan switch Electronic Timer Speed Control 7 Day Timer v Customer Support: �+�►� Canada 800.565.3548 • CANADAsupport@fantech.net • www.fantech.net Fantech reserves the right to modify,at any time and without notice,any or all of its products'features, �••• fantech O designs,components and specifications to maintain their technological leadership position. ���� • a systemair company Page 108 of 110 Expires 06/30/2023 RFRs2 nn7n ENGINEERING SPECIFICATION SHEET STIEBEL ELTRON Simply the Best DHC-E Series Electric TankLess Water Heaters ) Compact point-of-use model for single or multiple point of use ) Unlimited supply of hot water ) Mounts on wall at point-of-use ) High limit switch with manual reset ) Cold water only line needed to be run to lavatory ) Easy installation 1/2" NPT. connections ) Compact European design allows mounting in ) Exclusive design prevents dry firing cabinet ) No T& P relief valve needed (Check local code) ) Compatible with sensor actuated or metered ) 7-year leakage/3-year parts warranty faucets ) Copper sheathed heating element housed in ) Tankless design prevents Legionella bacteria copper cylinder growth ) On-demand, continuous hot water ) Engineered in Germany to be the best ) No standby heat loss with tankless design *�/�* -- -- ) 99% efficiency ) Flow sensor activated for virtually silent operation YEAR A RR PN Model Phase Voltage kW Amps Circuit Minimum Temperature Rise°F (gpm=kw x 6.83 i At) Breaker Wire Size (copper)' 0.50 gpm 0.75 gpm 1.0 gpm 1.5 gpm 2.0 gpm DHC-E 8/10 single 240 V 7.2/9.6 30/40 30/40 10/2 AWG /8/2 AWG 92/92 65/87 49/65 33/44 24/32 single 208 V 5.4/7.2 26/35 30/35 10/2 AWG /8/2 AWG 74/92 49/65 37/49 25/33 18/24 DHC-E 12 single 240 V 12 50 50 8/2 AWG 92 92 82 54 41 single 208 V 9 44 50 8/2 AWG 92 82 61 41 31 E 'Copper conductors with a temperature rating of 75°C or greater must be used. The DHC-E 8/10 is adjustable for 2 stages of power output. DHC-E Model DHC-E 8/10 DHC-E 12 Factory-delivered setting is 7.2 kW @ 240 V(5.4 kW @ 208 V). Part number 224201 230628 E Weight 5.9 Ibs(2.7 kg) If higher output is needed,set the coding plug(1)to stage 2 Min.flow to activate 0.264 gpm(1.0 I/min) for power output of 9.6 kW @ 240 V(7.2 V @ 208 kW). Operating pressure Min.30 psi,Max.150 psi Dimensions Height 143h6`(360 mm)x Width 71/8`(200 mm)x Depth 41/8"(110 mm) U Cover White ABS �L2, STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES `o C US FAS PLAN REVIEW/SECTION- APPROVED Intertek 06/12/2023 Certified to ANSI/UL Std. 499 SUBJECT TO CODE r AND FIELD INSPECTION .o Conforms to CAN/CSA Std. C22.2 No. 64 ` 1 coding plug ¢�-&cERr!n o ISO 9001 o Tested and certified by WQA against NSF/ANSI 372 for lead free C E R T I F I E D C°eaenoeNUSA compliance. STIEBEL ELTRON 17 West St.,W.Hatfield,MA 01088 800.582.8423 413.247.3380 fax 413.247.3369 info@stiebel-eltron-usa.com www.stiebel-eltron-usa.com Page 109 of 110 Expires 06/30/2023 Dimensions > DHC-E models are suitable for single or multiple point of use > DHC-E models are suitable for booster applications, accepting a STATE OF WASHINGTOP I maximum incoming water temperature of 131°F (55'Q. ® DEPT.OF LABOR AND ® INDUSTRIES Q FAS PLAN REVIEW/SECTION Ei APPROVED 06/12/2023 Electrical cable entry SUBJECT TO CODEAND FIELD INSPECTIO n I E E E o E M N DHC-E 8/10 m ® 2/GRD-208/240V DHC-E 12 M p � F7, 2/GRD-208/240V ��I N;�I IMPE-220 1 230 1 240V _ LTe, LN/PE-220/230/240V 4 2 _ 6 4 2 E iLi NiQ E 6 —t — --—— �. ------- N 6 hot wat'r outlet cold water inlet r �„ PT h" PT 3 „ --'I 6 r--71 1/z ° 5 6 - 3 15/16" (38 mm) a° a y 6 (100 mm) °z 2 ! s 3 4'/8"(110 mm) - t ! a° s T/a'(200 mm) °2 3 °5 Specifications 3 The tankless electric water heater shall be equipped with several copper sheathed heating element housed in a copper a cylinder. The number of heating elements shall be three. The copper cylinder that houses heating elements shall be equipped with a dedicated single pole bimetal type high limit that is attached to the top dome of the cylinder. These _ safety high limit switches shall have a manual rest that interrupts power at 185°F. The heating elements shall be controlled 55 by a number of triacs (power transistors) which are soldered into the circuit board. The triacs shall be cooled by the incoming cold water. The units shall be equipped with a flow sensor with a miniaturized turbine that feeds the water flow rate information into the main circuit board. The output temperature shall be adjustable between 860F and 140°F. The — temperature adjustment shall be via a knob that is positioned on the front cover. The water connections shall be designed — for standard 1/2" NPT female adapter. The housing of the unit shall be made of high impact polycarbonate plastic. The unit shall be certified to ANSI ANSIML Std. 499 and conform to CAN/CSA Std. C22.2 No. 64. Engineer/Architect Date Job Name/Customer Location Contractor Representative Qty kW Voltage Amps DHC-E model STIEBEL ELTRON 17 West St.,W.Hatfield,MA 01088 800.582.8423 413.247.3380 fax 413.247.3369 info@stiebel-eltron-usa.com www.stiebel-eltron-usa.com Page 110 of 110 Expires 06/30/2023 1 ShBS13UUl M d B ON dhg iYor ArlingtonSEa le Creek ES Cod(@ CoMpfl �0 [2�8% 13 Mmce Nailed hmhmal'olm Wuma Applicable Codes: WASHINGTON:2018 International Building Code with WA Amendments Site Add ess: Eagle Creek Elementary School Builder: Blazer Industries,Inc. T-1 Title Sheet 1216 E.Sth Stre PO Box 489 2018 International ational Mechanical Code with WA Amendments Arlington,WA et Aumsville,OR 97325 G-I NLEA's 2018 Uniform Plumbing Code by IAPMO with WA Amendments 2020 National Electrical Code with WA Amendments Snohomish County Contact: Jamie Holmes 2018 Washington State Energy Code Phone:(503) 749-1900 A-0.1 Door&Window Schedule,Interior Elevations g gy De ler: Pacific Mobile 2009 ICC A117.1 Accessibility Standard 13806 45th Ave.NE Fax: (503) 749-3969 E-mail:fames@blazerind.com A-I Floor Plan Marysville,WA 98271 Type of Construction: VB Mechanical Engineer: Eric Knowles,P.E. Building Engineer: Rock Shetler,P.E. A-2 Section,Material List&Fastening Schedule Solarc Energy Group Blazer Industries,Inc. Description: Classroom 1501 E.Madison,Suite 200 PO Box 489 A 3 Exterior Elevations Seattle,WA 98122 Aumsville,OR 97325 Phone: 206 395-4743 Phone: 503 749-1900 A-4 Details Q Occupancy: E ( ) ( ) E-mail:EricK@solarcenergygroup.com E-mail:rock@blazerind.com ,ro Floor Area: 1673 square feet A-5 Reflected Ceiling and Details M-1 Mechanical Plan Gross Wall Area: 1538 square feet N M-2 Mechanical Schedules&Notes Occupant Load: 77(Education 1536 Net SF/20 SF/P) S'rA'rE Ot WASHING'rov N DI I r OF LABOR AND In DUST RII Job Number. 20355-20356 F 1 I OR rY t o>tl I.Inv'c I til I It,I<s nlvlslow P-1 Plumbing Schematics and Information H.L.F.A.'s I n(rOlt1'nSSI M11n18:D S23(11 f I Ul21?ti 11 nv nrreol v alsresxlnano E-t Electrical Power Plan Washington St11 I1C)'101 II I )Bvsrl(I ION ON ERSIGH'i SEE SHEET G-1 OR VIOLA ION OF RCw IS nor INC1 UDE" Climate Zone: 4c 81 I( -y 1,611 nn)F.-"'1°i..023 E-2 Electrical Lighting Plan 4'L I v11Rnrlon D 11 t 06/30(2023 i'G E-3 Electrical Schedules and Note i T m N �j S-1 Foundation Plan and Details ATE_*k1 13 � LI LI��,:51 o�o frA"I'yu.ctan ( i, r S111 t:()1 NASIII\'(I(1N UNL d LESS t. 'm Q DI PI'.()I IAn()R AND InDllti'I'RIt:J (ryY� G LJ LI o • 1 1(..rOlt�ASSI.)1ISI 61)S Lltr(:rDRICS BUILt7-N,,, 1 w he Structural Design Details Herein are Specific to the Building Size and Module I t EC'RHAL PLAN RI 1 uAv 1 o Roof.....................30 psf(Snow) onfiguration Shown on the Floor Plan of These Drawings. PLANAPPROVALalst nsa3onoTo 0 F F.0 C P Y ` • o Authorization is Given or Implied for use of the Modules in the Initial or Subsequent ISY:.I.,,n Sununo y DATE: 0t 10,o 3 RRR o P q ereYved Wind......................110 mph Exposure'C"(V) EXPIRATION O rE:S( In[)I ( only hump I stallation Which Results in a Building Size or Installed Module Configuration Different suB.nr.CT T,o CODE AND Full,[)mvl 1 crrlory JUN 15 2023 a Floor......................40 psf or 1000 lb ban Shown on These Drawings. 1✓LD svoro N • his Building will be sited a minimum of 10 feet from all Property Lines and 10 feet from Seismic..................Site Class D,Spy 1.200,Spi 0.680 any assumed Property Lines between existing structures on this site. 0 Risk Category II i • S ite contractor bears responsibility for providing an accessible route to this structure in 05/1: oconformance with applicable building code and accessibility standards. M St1F S O of WAsyy oI mject close out documentation including,but not limited to,applicable calculations, oenergy compliance reports,fenestration NFRC rating certificates and O&M manuals is r quired to be delivered to the building owner within 90 days of their receipt of the N 'E mirlificate of occupancy. 35906 O �SSJONAI,Ct) 0 j COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULAR Approved for Const Job No: 2035 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for OF BLAZER INDUSTRIES,INC.AND SHALL �� Fill Copy. 3 NOT BE REPRODUCED,USED,OR DISCLOSED 28x64 ARLINGTON SD - EAGLE CREEK ES ° TO OTHERS EXCEPT AS AUTHORIZED BY THE � INou m'mirs,INc. Drawn By. MKLTIM "� DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. Box aes www.Na:ed na nom WA Pacific Mobile ARLINGTON,WA �� 94801ney SL • Aumsville,OR 9]328A089 Issue Date: 511112023 M N O N Page 8 of 110 Expires 06/30/2( 18FI3Se ELEA,% Contact the/ocal Authority Having Jursdiction for onsite permitting and infection requirements. 1. Foundation plan review and inspection. 2. Air barrier test. 3. An accessible route shall be provided to the building area as required in IBC section 1104. 4. Electrical connection to service. 5. On-site electrical service grounding,electrode system and bonding. 6. Required arc flash labeling per NEC 110.16 7. Available fault current field markings per NEC 110.24. 8. Accessible plumbing fixtures required by IBC 2902.1 and 2902.5 but not shown in a this building shall be conveniently located in an adjacent accessible building located on the same property and the path of travel distance to such facilities shall not 0 exceed 500 feet. 9. Plumbing connection to service,and completion of underfloor plumbing. 10.Installation of heat tape,when required. 0 11. Fire extinguisher installed near exterior door on site when required. 12. Smoke detection and fire alarm system permit, review,testing and inspection per AHJ.Chases are provided by the factory.The design,systems,installation,testing and inspections are all provided on site by others.The chase locations are shown on i- the electrical plan sheets. 13. Register airflow test and balancing of HVAC system to be performed by others on site per IMC 401.7. a 14. Ridge-venting,insulation,vapor barriers,air barriers and draftstopping at marriage ° line installed on site. m N 15. Mid-span floor support. 16. Belt rail,Bituthene 4000 and PT plywood at belt rail installed on site by others. 17. Site completion or installation of siding,roofing,exterior/interior trim,floor covering m and any electrical,plumbing or mechanical crossover connections as they pertain to � mod connections. w 18. Site installed gutters&downspouts or roof drains as applicable, 19. Per WAC 296-15OF:The on-site installation of interior equipment and appliances associated with the modular unit shall be completed under permit and inspection with the local building department. a STATE OF'WASHINGTON DEPT.OF LABOR AND INDUSTRIES o FAS PI,AN REVIEW/SECTION APPROVED 0 06/1.2/2023 o SUBJECT TO CODE. b AND FIELD INSPECTION _o 0 0 0 j COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULAR Approved lar Const'. Job No THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for: S-M OF BLAZER INDUSTRIES,INC.AND SHALL ■■ File Copy: NOT BE REPRODUCED,USED,OR DISCLOSED �; 28x64 ARLINGTON SD - EAGLE CREEK ES ■ TO OTHERS EXCEPT AS AUTHORIZED BY THE _ INDUSTRIES INC. Drawn By: MKL '0 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. 0. ox ae9 wxw.bIaz nr d— WA Pacific Mobile ARLINGTON,WA �■ 965 Ivey SI. • AumsO"r OR 9"25-0489 Issue Date-. 5/3/2023 M N O N 1tiFF3S13000 STYLE OTY. SIZE DESCRIPTION LOCK REMARKS DOORS INSULATED GALV. STEEL SS BBR'G NRP HINGES O A 4 30 68 w/WELDED STEEL JAMB SFIC TEXTURED PAINT FINISI AND WEATHERSTRIPPING CLOSER CE DEFAULT.37 U—FACTOR CYLINDER 8" xPANi 32" LIT 8' x 32' CITE O B 2 30 68 SOLIDCORE VINYLWRAP PRIVACY STANDARD HINGES w/ TIMELY FRAME LEVER VW OAK FINISH B 1 30 68 SOUDCORE VINYLWRAP. PASSAGE STANDARD HINGES 12" 24" G O w/TIMELY FRAME. LEVER VW OAK FINISH 42" 12° ro NOTES; —DOOR HARDWARE SHALL BE COMPLIANT WITH ICC A117.1-2009 SECTION 404.2.6 —INTERIOR DOORS TO BE 13/4" THICK 0 —PROVIDE WALL BUMPERS FOR INTERIOR DOORS —DOOR HARDWARE TO HAVE SATIN CHROME/ALUMINUM'TYPE FINISH x U ¢ WINDOWS HORIZONTAL SLIDER — DUAL GLAZE LOW"E" z g 3 O7 4 72 x 48 MILGARD--WHITE VINYL FINISH—ARGON—TEMPERED—MINI BLINI NFRC 0.25 U—FACTOR, SHGC = 0.30, VT=0.56 WITH SCREENS. 16" NOTES:. ALLOWABLE 17k" 42 30"x9"CLEAR 24" Mw. k" —GALVANIZED FLASHING INSTALLED UNDER EXTERIOR TRIM ABOVE WINDOWS TP LOCATION 42 MAx. CLEAR TOE SPACE 36" VIEW A VIEW B ANKLESS WATER HEATER 6 36„ ACCESSIBLE RESTROOM GLAZE NOTE: —TP DISPENSER PROVIDED AND INST LLED ON SITE BY OTHERS n a w m N a WASHI GTON a 0 S—O" DOOR HARDWARE:HANDLES,PULLS,U TCHES,LOCKS AND OTHER OPERABLE PARTS ON ACCESSIBLE DOOI 5 SHALL HAVE A SHAPE THAT IS EASY O END OF WALL TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, O O 1 PINCHING,OR TWISTING OF THE WRISI TO OPERATE.OPERABLE PARTS OF o SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES NOTE: DOOR SWINGS MAY BE MIRRORED. REFER TO FLOOR PLAN MAXIMUM ABOVE THE FLOOR.WHERE SLIDING DOORS ARE IN THE FULLY ,.� OPEN POSITION,OPERATING HARDWA E SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.IICC A317.1-2009 SI CTION 404.2.61 N N' THE VERTICAL FENESTRATION AREA,NOT INCLUDING OPAQUE DOORS, TYPE I z a < SHALL NOT EXCEED 30%OF THE GROSS ABOVEGRADE WALL AREA.[WSEC (H1223) g Section C402.4.11 `Q M THE VERTICAL FENESTRATION AREA,NOT INCLUDING OPAQUE DOORS, ° 0 O O M SHALL NOT EXCEED 40%OF THE GROSI 1 ABOVE GRADE WALL AREA.[2021 DEESC SECTION 6.6.4.2.1 AND TABLES 5-4 AND 5.5-51 EXIT 1 g TOE 9" CLEAR FENESTRATION AND DOORS SHALL HA AN AIR LEAKAGE RATE u w a TOE SPACE �W U .4 x COMPLYING WITH 2O21 OEESC TABLE 5..3.2. .0 - TANKLESS WATER.HEATER., ° -" <w O DOOR- 0OI C e 2 LAVATORY ELEVATION "EXIT' p HARDWARE �g $ SIGN °o aloN oZ „ w INDUSTRIES 18 x18 w 18"x18" p p STATE OF WASIIINGTON w w SIGN DOOR SIGNAGE T--7�i O w SIGN CENTERED IN d w w (n DEPT.OF LABOR AND p o CLEAR CLEAR o h CLEAR FLOOR SPACE PAS PLAN REVIEW/SECTION O z 18"AIT'CLEAR FLOOR SPACE(CAN a, APPROVED I EXIT i �ADARR l O u OVERLAP DOOR OPENING 06/12/2023 ON PUSH SIDE OF DOOR IF SUB.IECT TO CODE LIMITED WALL SPACE) AND FIELD INSPECTION SIGNS AT DOORS:[CC/ANSI A117.1-2009 703 N u7 TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 mrr) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60:INCHES (1524.—) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. p U G E 0 0 0 j COPYRIGHT 2023,BLAZER INDUSTRIES,INC. Approved mr const Job No: 2035: THIS MATERIAL IS THE EXCLUSIVE PROPERTY MODULAR CLASSROOM for: OF BLAZER INDUSTRIES,INC.AND SHALL ■■ Fue copy. NOT BE REPRODUCED,USED,OR DISCLOSED 28x64 ARLINGTON SD - EAGLE CREEK ES E TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES INC. Drawn By: MKL (! DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. �■ 945 illy St■ A.—ill.,OR s9 25-04 8 WA Pacific Mobile ARLINGTON,WA Issue Date. 5/3/2023 O, O N Page 0 of 110 Expires 06/30/20 1I3hCi�1;3U 1 2 54'-0„ 1-42 3'-9' 1._4... CRAWL SPACE 31-9" 101-3" �ADING a A _---- PL WAINSCOT TO 4,_0..AFF STUBWASTE/WATER HE GHT -- --- --- --- — _" -- -- Gy- CRAWL SPACE VENT =a A INTAKE,SEE DETAIL ADARR,11 ¢ ADARR 2 1/M 2(SIM) 1 62 SF 3 56 SF B 0. TANKLESS WA�ER 2%4 FRAMED IN ELECTRIC HEATER R11 FIBERGLASS BATT CORNER TO CEILING a INSULATION AT OM.1 OM HEIGHT o 2\ - 2 :WALLS TO BOTTOM OF 1 PANEL RAFTERS I '1aasi i>aQs i I NIRSRE%p N5E% - M f m CLASSROOM n TANKLESS ALIGN A-010PP/SIM CLASSROOM IN I o WATER. N. � HEATER FB �I 768 SF - 768 SF I — _ - - -- - w 1 0 2 ICSTL 1 a q 4 A-4 1142 q_4 _N I EC226 EC226 3 I I I I n o o �? R11 FIBERGLASS GATT INSULATION AT CROSSWALL 1 TO BOTTOM OF RAFTERS 1 M O N � -�O N� _ .f18k18'I i1B ICLFi'%1B'j O ICLEARI il\'] --- E%IT EXIT I a L ------ ------ - -- ---- -- - - - - - -� -- -o A i 1 \\\ `12" ROOF OVERHANG,TYP. a � 8'.-0" 18'-0" 28'-8' 35'-3" 46'-0" w FLOOR PLAN ST2215 WITH '.SCALE:1/4'=1'-0" 6- 0.148 X1Y2'" NAILS EACH END ° GABLE END ',4 IER NOTES -THE TOP PLAIES OF THE INTERIOR WALLS CAN SPAN A MAXIMUM F 10'-0"BEFORE REQUIRING BRACING STATE OF WASIIINCTON ¢` TO THE ROOF STRUCTURE OR AN INTERSECTING WALL. DEPT.OF LABOR AND. INDUSTRIES .. ua - . FAS PLAN REY'IEbAYSECTION Ye" DIA'7ET.R DOLT N APPROVED WITH 1Y2" DIA „A>H=R- 06/12/2023 c Y2" SPACER SUBJECT TO CODE o AND FIELD INSPECTION p'6 wa qr in a CHORD SPLICE DETAIL AO k 35q o �A Fcrs2 SSIONA m a u COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULAR CLASSROOM for.' Approvetlfor Conat. Jab N¢ THIS PAATEHIAL IS THE EXCLUSNE PROPERN of BI AZERINDUSTRIES,INC.AND SHALL File Copy: o NOT BE REPRODUCED,USED,ORDISCLOSED 28X64 ARLINGTON SD - EAGLE CREEK ES TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES.INC. Da nsy: MKL o RX)BCX.e „a.bla:�na.w WA Pacific Mobile ARLINGTON,WA D E REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. sas61,W RL ■ Au,S 11,,OR9'l325= Issue Date: 5/11/2023 o N P Cie 11 of 110 p Ex IreS 06/3( 2 di$"Lis13 FASTENING SCHEDULE MATERIAL LIST IN"LLS., ROOF: I'ATE-TO-STUD 0.131 x 3"NAILS(3 PER 2x6, 2 PER 2x4) ROOFING. ARCHITECTURAL SHINGLES OVER 2 LAYS NON-PERF, 15q FELT APPLIED SHINGLE S EETROCK-TO-STUD 0 INTERIOR 0.091 x 2Ya"SHEETROCK NAILS 0 16"oe EDGE : -HIGH WIND APPLICATION- AND CONSTRUCTION ADHESIVE IN FIELD <8 FLOOR JOIST-TO-RIM MIN.OF 4-0.131 x 3' NAILS(SENCO KC27 OR EQUAL) CLASS"A"BOTTOM BOARD-TO-JOIST '.16 c. 45"WIDE CROWN®12"MAX.EDGES ONLY NOTE:"HIGH TEMP"SELF-ADHERED ROOFING .�' TACKBOARD-TO-STUD®INTERIOR 16 ga.x 2"WIDECROWN STAPLES(SENCO P21)06"oc TOP&BOTTOM 9 x UNDERLAYMENT UNDER SHINGLES FOR AND.GLUE IN FIELD EACH EAVE TOWARD RIDGE, TYPICAL FLOOR DECKING-TO-2x JOIST '0:113"x 2�'s"RING SHANK®6' EDGE, 12"IN FIELD(SENCO GI B TTOM PLATE-TO-FLOOR 0.131 z 3"NAILS®8"oc(SENCO KC27 OR EQUAL) - .CONSTRUCTION ADHESIVE(AFG01)ON JOISTS -DRIP EDGE SHALL BE PROVIDED AT E RA E E GES OF SHINGL ROOFS(IBC 1 E .GYPSUM SHEATING-TO-STUD 0 EXTERIOR 6d COATED NAILS®7"oc EDGE AND 7"oe FIELD ( SHEATHING....,....,.1s"CDX PLYWOOD(32/16) L RIM-TO-RAFTERS MIN.OF4-0.131 x 3"NAILS(SENCO KC27.OR EQUAL) FRAMING S ATHING-TO-STUD AT SIDEWALL FRAMING NAILS®IN EDGE, 12"IN FIELD. ALL EDGES SUPPORTED BY ....,...2 x 12x I ULATIFTERS RING BELOW FRAMING OR BLOCKING FURRING-TO-RAFTERS MIN. 4-'.M20 2 x 3(MIN.)PLATES EACH SIDE - WITH 2x'INSULATION FURRING BELOW S ATHING-TO-STUD AT ENDWALL SEE ENDWALL FASTENING NOTES ON ELEVATIONS 'I ROOF RIM-TO-TOP PLATE 0.131 x'3"NAILS 0 8"oc.'(SENCO KC27 OR EQUAL) RIDGEBEAM -.. 1k1"x 24"LVL 2.0E(CONTINUOUS) LA SIDING (PER MANUFACTURERS INSTALLATION INSTRUCTIONS) LEDGER-TO-RIDGEBEAM 0.131 z'3"NAILS 0 3"oc&3®BUTT JOINTS (SENCO KC27 OR EQUAL) LEDGERS .,2'x 4 TAPER CUT THREE STUD CORNER CONNECTION 0.131 x 3"NAILS 0 12"(SENCO KC27 OR EQUAL) RAFTER-TO-RIDGEBEAM 4- 0.131 x 3"NAILS(SENCO K027 OR EQUAL), RIMS..., ...2 x 6 CONTINUOUS LVL 2OE WITH 2 x 10 VENT BLOCKING R BARRIER NOTES: SHEATHING-TO-ROOF MEMBERS 6 ga. x 1�"STAPLES®6"EDGE,12"IN FIELD(SENCO N-19) INSULATION . .R38 CELLULOSE BLOW-IN OVER CLASS NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO RAFTERS. MATERIAL(AIR BARRIER COMPONENT) 1,ESE KEY.AREAS SHALL BE SEALED BY CAULKING,GASKETS, TAPE OR WEATHER-STRIPPING: OFFSET SHEATHING 4 ft. BLOCK EDGES OF ANY PIECES LESS THAN 24", :NOTE: MIN. 1"AIR SPACE REQUIRED l -JOINTS AROUND FENESTRATION(WINDOWS AND DOOR FRAMES): USE APPROPRIATELY SIZED BACKER ROD WITH MINIMUM ROOF SHEATHING. USE BAFFLES IF 2"LAP AT ENDS, ..'REQUIRED FOR.VENT CLEARANCE. -JUNCTIONS BETWEEN WALLS AT: MARRIAGE LINE CONNECTION: NOTE: ALL.MARRIAGE LINES(DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) CEILING : '.SUSPENDED T-BAR-BUILDING CORNERS: USE CAULKING .(PER IBC 808.1) -STRUCTURAL FLOORS: USE SILL SEAL OR CAULKING MUST BE INSULATED AT THE ROOF,FLOOR 6N2 WALLS'ON SITE, -ROOFS(AT RIM): USE SILL SEAL OR CAULKING VENTING .. SOFFIT AND RIDGE -PENETRATIONS OF UTILITY SERVICES THRU THE AIR BARRIER®.ROOFS,WALLS,AND FLOORS: USE CAULKING,SPRAY RIDGEBEAMS X"BOLTS w/1,1' DIA. WASHERS 0 6'- 0"oc AND 8' FROM EACH END (. FOAM,OR AIR BARRIER TAPE. - (MINIMUM 2"EDGE DISTANCE) SOFFIT 4"FIBER CEMENT PANEL- PERFORATE -BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS: USE BACKER ROD, CAULK,SPRAY FOAM OR AIR BARRIER TAPE. RIM JOISTS 'Xx"BOLTS w/1Nj"DIA. WASHERS 0 4'-0"oc AND 8"FROM EACH END CA-JOINTS, SEAMS,AND PENETRATIONS VAPOR RETARDANTS: USE CAULK OR APPROVED TAPE. (MINIMUM 2"EDGE DISTANCE) DRAINAGE GUTTERS&DOWNSPOUTS PROVIDED& -RECESSED LIGHTING FIXTURES: USE CAULK OR SPRAY FOAM ONSITE BY OTHERS Q (/p�� WALLS Q I 3 5 A-1 A- Y SIDING FIBER CEMENT LAP SIDING,8"EXPOSUI 4 _ 4 MOISTURE ..WRAP LOWER PORTION OF BUILDINGWF. LU26 HANGERS AT ALL RAFTERS 12 A-4 PROTECTION 4000- WRAP BUILDING w/TYVEK BUIL OVER NON-HEADERED SIDEWALL 2 3 SHEATHING...........5/8"EXTERIOR GYPSUM WITH TREATED OPENINGS WITH 6-10 x ikz" _ - A-4 7 16"OSS(FROM SOFFIT TO PT PLYW( +' NAILS INTO LVL ROOF'RIM _ - - .>,.' 1/2"PT CDX AT BOTTOM OF WALLS RIDGEBEAM BRACING FASCIA ........, 1 x 6 n SEE DETAIL 5/A-4 n TRIM. ............. 1 x 4 AT CORNERS,WINDOWS,DOORS o. o M ODLINE o SEAL AT 6 FT,WADE WINDOWS 12j / NOTE:2%2" GALV. FLASHING INSTALLED OVER r' ROOF FLAME SPREAD AND UNDER CORNER TRIM RIM TOP -USE(2) 2x6 OF#7. M IS 25 OR LESS L WITH FILLERS FOR HEADER FRAMING EXL 2 6 DF 3 o PLATE -USE TWO FULL HEIGHT STUDS- a ..... x " A or BETTER BIND c INT:2 x 4 OF ®i6"oc, PLUMBING WALL AND ONE TRIM STUD AT EACH m SIDE OF WINDOW TOP PLATE .....2x CONTINUOUS(DF#2 OR LVL 2.OE) tO ao BACKER ROD BOTTOM PLATE..: 2x DF ` N. AROUND INTERIOR' _ O INSULATION ,EXT:R-21'UNFACED FIBERGLASS BATTS GD ONE DRY CUP PERM VAPOR WIDE OFDOWS Z p BARRIER ON THE WARM SIDE, - INT:R-11 INSULATION BATTS 0 CROSSWALL WINE -° AND DOORS o TYPICAL THRU-OUT BUILDING RESTROOMS TO BOTTOM OF RAFTERS " o `o o .= INTERIOR FINISH MATERIAL INSTALLED FROM.STUDS OUT LAYER 1: CAULK OCK WALL 'o � _ LAYER 2: Nz"VINYL EET PE HTACKBOARDAI( x CORNERS FROM CO o TOP TO BOTTOM ADD PLASTIC LAMINATE WAINSCOT ON U AT INTERIOR m PER CODE IN RESTROOMS N SEAL NOTE: INSTALL GYPSUM ON GABLE ENE AT FLOOR 1 WALL COVER I` RIM/BOTTOM SHEAR STRIP.........SHIP LOOSE k"PT CDX PLYWOOD o. PLATE �.I I T vnll SHIP LOOSE\ �'PT CDX PLYWOOD a / \ FLOOR m MIDSPAN SUPPORT / MIDSPAN SUPPORT I COVERING .RR ONLY SHEET VINYL REQUIRED REQUIRED V\ / ALL ELSE:ON SITE BY OTHERS Q 6'-11" 6'-11" 6'-11" �° �/ DECKING .'....1st:x�9z'APA RATED SYURD I-FLOOR p' (AIR BARRIER COMPONENT) 13'-10" 13'-10" - 2nd:Y4"U-PLY X AT RESTROOMS - � SPACE FRAMING p.:2 x 8 DF 2 JOISTS 016"oc % 06/02/2023 RIMS.. 2 x 8 LVC 2.0E(CONTINUOUS)WITH P1 m ',"]'ATE OF WASHINGTON EXTERIOR PERIMETER o DEPT.OF L BOR AND .�M.S.11 HFJ' p° E CTI O N - A PI AN REV9F.W/SIsL`T10N 4 O4 WASyt4,cF� JOIST HANGERS:: ON MOD'LINE RIMS ONLY APPROVED m T INSULATION .....R-30(USE TWO LAYERS R15 FIBERGLA SO ALE:1/2"=V-0" 06l12/2023 y ° SUBJECT TO CODE BOTTOM COVER...:..CLASS"A" E' AND FIELD INSPECTION to 35006 a NOTE: ALL PT PLYWOOD AND LUMBER SHALL BE TREATED'A° .� PGISTS N$A' WATER-BORNE PRESERVATIVES IN ACCORDANCE WITH AWPA ° sss10NAL tiT�O U7 TO THE REQUIREMENTS'OF USE CATEGORY 48(UC413). j L1IA111')3 : CUSTOMER REVISIONS MKL COPYRIGHT 2023.BLAZER INDUSTRIES,INC. MODULAR App. dforConet: Job No: THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for.OF BLAZER INDUSTRIES,INC.AND SHALL ■■ x64 Fiie copy' NOT BE REPRODUCED,USED,OR DISCLOSED _ ARLINGTON SD - EAGLE CREEK ESTOOTHERS EXCEPT AS AUTHORIZED BY THE IN008TBIIi9 NoQ_B: MKE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. O.Box wew.blB24nna.m WA Pacific Mobile ARLINGTON,WA �� 84501nay bY. ■ Aum4MNDUST7928-0498 Issue Date: 6/1/2023 N Pa a 12 of 110 Expires 0613C V 113-tt`aL:i I I ll rpLl- F7 - � FF[: 171 r-1 ---- -- 'Z' FLASHING /'T'21-16" ALL C E L E VAT I O N w/7— 'STRAP WHERE SHOWN /7— 10d x 1Yz" NAILS AT EACH END SCALE 1/4"=1'-0" GWA-519 sf z Q1 EXHAUST VENTS I t t a M1'] O L: FLOOR LINE -'---"---- -"""' GROUND LINE 0 N WALL A ELEVAT ION � 22,_D o .. a SCALE:1/4"=V-0" GWA-519 sf A N ENDWALL FASTENING: --- -- 18' 1. INSTALL MIN, A" RATED SHEATHING - o, WITH ALL EDGES SUPPORTED AND - w° FASTENED WITH 0.113 x 2%" NAILS ® : — — j ELECTRIC mill 6"oc EDGE, 12"oc FIELD mill 2. INSTALLST2215 STRAPS WHERE SHOWN o. WITH 8— 10d x 1y2" NAILS EACH,END OF o, EACH STRAP a _ "I i° TAG LOCATION TAG LOCATION C' _ 6 A N -......- .:........ ...:- .__ :�''.£. STATE OF WASHINGTON / DEPT.OFLABOR AND C v INDUSTRIES WALL 1 ELEVATION I,,SPI.ANREVIEW/SECTION WALL 2 ELEVATION b APPROVED OG pF Wt p SCALE_1/4"=1'-0" GWA-250 sf 06/12/2023 SCALE 1/4'=1-0' GWA=250 sf ,.o. SUBJECT TO CODE y AND FIELD INSPECTION 'O .t�FCf91 ss/ONA o., j L.A'�" 023 t CUSTOMER REVISIONS MKL COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULA Approved for Const: Job No: ut THIS MATERIAL IS THE EXCLUSIVEPROPERTY CLASSROOM for. OF BLAZER INDUSTRIES,INC.AND SHALL �\ Fle CopyNOT BE REPRODUCED,USED,OR DISCLOSED x64ARLINGTON SD - EAGLE CREEK ES ° TOO"FHEHS EXCEPT AS AUTHORIZED BY THE ��o�sT ie �N' KL E REVISION BY VAH11ILNPIRMISSIONOFBLAZERINDUSTRIES. �m 9ysa^°�si°■ A nr.oHa�,z--0an� WA Pacific Mobile ARLINGTON,WA IssueDete. 51912023 'A M' N. O' N . / P e13of110 9 Expires 06/3f 1SFB523Ui 2x4 x 2' 8" LF STAN'DAPD" RAFTER „ .ACHBJ 0 SIDL G kAFILR 1�,c., TAIL ROOF SHEATHING FASTENERS I Ya"x 6 x 12" 'l THREE 0.131 NAILS EACH END. 4"toc EXCEPT AT VENT HOLE`. RIDGEBEAM 3'ie UPLIFT PLATE 1Y2" LVL LVL 2 RIDGEBEAM BLOCKING EXTEND ONE STUD HE ALONG w/(2) l o `:_NT RIDGI HFA�V AN) A N A' H H^'E LA ( ) Nv.L� OR EQUAL " RIA,TN T ROOF 6 0.131 x ., -'a x 3Y2 x 12 STATE OF WASIIINU.TON � I 2x4 SL STRAP - -- ROVv Or �1x6 FF (SIMPSON SI221 .,R SCUA 3'is 3SIDES BEARING PLATE DEPT.OF LABOR D O.i31" x 3" INDUSTRIF,S NAILS.NI 4'oc 1 USE (7) C.'x8" x 1/2' FAA S ✓ FAS PLAN REV IEW/SE"LION AIR BARRIER ERRED EACH END OF STRAP '.. WELDING APPROVED BOTTOM ROOF RIM SOFFIT 1 G.M.A.W. AWS A5.18 06/12/202 GLUED BEARING WEDGE 1x2 TF F.C.A.W. -.AWS A5.20 SUBJECT TO CO IF AND FIELD 7VSPEC'ION TACKB:)ARD. 12j" SH TO END COLUMN ALL WELDS TO B= SINGLE.PASS % @ 6"o^ USE DOUBLE 2x6 DF #2. FILLET BY CER D WELDER TO - : FOR YTHERMAL E Y `ARPIER PIER .FAST N 'IDS 0 IFER WITH A.W.S. D1.1_CO k HSS3x3x3/1s COLUMN 0.131 x.3" NAILS PER LAP S. DOUR I 5'JJ c 0 1 S x 3" EXPOS NAIL_ Jk =OI;A� AT 8 oc. ASTM A500 Or C STEEL TUBE " FASTENING SCHEDULE NAILS n:," BE AV GLr_U SLIGHTLY TO ASTM A36 S--. LATE.. /= OSB S PREVENT AAIL PENETRATION THRU EXT. C NEXT COLUMN STUD (6) SIMPS01) _DS/,x1Jz'" SCREWS (TOP). EAVE DETAIL SHEAT (4) SN'PSON S/-x7Y" SCRILWS (BO,EOM) 1Y2•= 1'-C" (DRILL 5%s" NO ES) 2x4 DF #2 ROOF S EAT IING (3) 0.131"x 3" NAILS OUTLOOKERS ®4' 0"oc FASTENERS ®4"oc H3 CLIP EACH 2 x 4 CUTLOOKER ADD TIGHT FIT 2x6 BLOCKING 4'4" x 3Y2" x 9" TIGHT FIT 2x6 w/(3) 8d x 1Y2" NAILS EACH WAY TO NEXT STUD AT WALL THIRD POINTS BEARING:PLATE BLOCKING WITH �s" 3 9DE5 (4) 0.131" x 3" 1x6 FASCIA_ STRAP 4" x 3Y2" x 5" NAILS EACH.END 2x4 SUBFASCIA _ UPLIFT PLATE SIMPSON ST2215 OR EQUA'_ ..FLAT 2x4.& 2/s'•. .USE (/) P-148 x 1i2" NAI: RAFTERS �. .ATTACHED TO EACH EN) OF STRAP -L4-.— 2x9 OUTLOOKERS ®4 FLOOR 2x3 FURRING 1ON7. LVL RIM JOIST JOIST R 121" AIR BARRIER .'III SOFFIT RIM JOIST TIGHT FIT :. I ..2x4 BLOCKS BET 1 Yt" LVL FLOOR JOIST 1 f BLOCKING SI OUTLOOKERS ENDWALL TOP PLATE p 1x2 TRIM 1 x SCH D _E MIN. (3) 0.131" x 3" NAILS '.. I Q FASTENER ADD TIGHT7FITBLOCKING UNDER 17 '� LccAIIOL 2x6 BLOCKING SHTG NAILS ®6"oc 0131" 3 EACH END NAILS @ 8"oc COLUMN FOR FULL BEARING. - :AT SIDING.JOINT (,-- o - 0.131' x 3 2 R:?WS TORIM. LAP SIDING, 8" o A7 4"oc _ EXPOSURE r �OSB S(LATHING 1 EC226 — END COLUMN DETAIL — DBL 2 x 6 2 ICSTL-1M2: INTERIOR COLUMN DETAIL �I E,I ,"'SUM — r 2 ) ,79a. x 2T' S APLES " 4 ENDWALL ROOF DETAIL FING ^n FASTEN SHEA I I N" TO VENT �% (6 DRIVEN EAOk WAY) 2x2 x 20 VENT BLOCKS FASENERSINSULATION04� SHEATHING RI 24'EA FASTEN TO cmEAT4N, KA'LS OR O 3 BLOCKS w/ROC - Q CONT. LVL RIDGEBEAM O0 _RIDGEBEAM WITH 0129".x 3" NAILS AT 5"oc MAX 0 -I; 411=�N I I ((DAND @ SIMILAR) '-o JOIST H 0.148 x 1Yp" x Ili _ SIZE HJOIST ANGER NAILS LAP SIDING 2x8 LU26 6 0.131 S x 3" NAILS PER SCHEDULE 2 x 10 2 x'70 2x'G L� 8 y LSTA2x STRAP 3LDT OVER RAFTER RAFTER 1<12 LU"1(i FACTORY INSTALL x .., _ � :,l L _ x L (._ _ / SHEATHING BRACE WITH (6) tid 1h '. I /'�� - NAILS TO BRACE AND 1 2' SPACER,CONT.. ( (6) 8d NAILS TO BEAM a G SEE NOTES BELON w 2 4 OF "STANDARD" H ,I S AI I CH BOT x 2 NAILER FACTOR ' f OF EXTRA BOLTS --- o a' m z BOTTOM ROW OF LAP SIDIN RAPIER A S-10iVR BELOW g IN COLUMN AREA _ 2x3 FURRING LVL u ��- INSTALL SHIPP D HOIF• ADD ERA -a AT 8' 0"oc. v 2x4LE0GER SITE o NOT REaJ R'-J, 1L 3/4 PT PLYWC F l T Ri c BRACES READ MANUFACTURER'S OPTION.. .ONE DRY CUP PERM B U`YW0 ) F n a # # INSULATION REQUIRED PT f. 24 24. „ ,.rr, 16 VAPOR BARRIER PA ..(SEE NOTES H.:(„^, Y S CER. r. _� INSTALLED.ON SITE PT HF#2 I�;: GRADE N NOTES: SITE %Or'Y: BELT RAIL TO BE PAINTED ALL SIDES(PAINT CUT EDGES ON SITE AS REQ'D). 1. NS r',_L RIDGEVENT WITH 1" GALV. SCREWS AT 92"oc EACH SIDE. 05) 2. 1NSTA. INSULATION AT MARRIAGE LINE. P.T.COX UC4B PLYWOOD STAMPED"RATED FOR GROUND CONTACT 3. INS TA'_ VAPOR DA'R17R ACRCSS MARRIAGE LINE, 2 MIL. MIN. `o Y2".BOLTS AT 2', 5' AND 8' I :ONAL EACH SIDE OF INTERIOR COD'S -FACTORY V T C 3 1Th N.. 1^ OVER SITE INSTALLED BITUTHENE MIN.2' ¢ C o MAN iNxl J; I-ONTC CNJR=TF STEMWALL MIN.3'(SEE O�(CLOSE-UP PLASTIC SUPPLIED WITH BUILDINGMAY BE USED) FACT SITFh CII.1k_N"S aL ANON INS RUCTIONS) RD 1 GRID 2RIDGEBEAM BRACING DETAIL—24" RIDGE DETAIL FLOOR DETAIL4 5 7 1Y• - 1-0 1y2" _ 1. O" S"y -u COPYRIGHT 2023,13LAZER INDUSTRIES,INC, MODULAR Approved for c-st Job No: YO THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for: NOTOF BE ER REPRODUCED,INDUSTRIES,USED, O D SHALL ■■ ES File Copy: 3 NOTBERSFXCECED,AUTHOIDISCLOSED 28X64 ARLINGTON SD - EAGLE CREEK INDUSTRIES,INC. IN TO OTHN PERMISSIONPT OF BLAZE INDUSTRIES. TRI .D.BOX 4as www.blazenntl.wm Drawn By: 0" �.. DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. jj saner st. ■ Aumeville,OR sre2s-saes WA Pacific Mobile ARI,INGTON,WA lease Date: 5/92023 w N Peg 14 of 110 Expires 06/36/; 1�F��23 8" 12 GA. HANGER 8'' BERC2 CLIP MqX. WIRE 4'-0" o.c. MAX, i BERC2 C ;POPARIVET MAIN RUMLR (SEE DE' no WALL OR CROS` _I=E WALL STATEMENT OF SPECIAL INSPECTIONS ° CROSS TEEs reE ANGLE ACODSnJAL BOARDThe materials,systems,components,and work required to have special WALL 1/8" POP RIVET (NO POP RIVETS) ANGLE inspections are listed below. Inspections will tie completed by the PROVIDE 3/4 SPACE AT WALLengineer of record. V-•.I_ER AT OPP d„ :^mJ WALL ANGLE (ATTACHED WALLS) (UNATTACHED WALLS) Special inspection for suspended ceiling system:. #H x 1/2" ROUND WASHER HEAD TEK NOTE.. Periodic inspection of the suspended ceiling System to verify that It .WALL ANGLE C'R (SELF- TAPPING) ATTACHED WALL HANGER AND '-R`J_ _R WIRES ST BE PLUMB WITHIN 1:6 UNLES° comp lies with ESR-1308. NOU 5 FW IS NOT TIGHTENED DOWN 1,; p rCAI 3._._<02 CLIP. (TWO ADJACENT WALLS) COUVT=R S 'iU6 WWI 3 A2L PROVIDED. LATERAL FORCE BRACING UNATTAC ED WALL SEISMIC BERC2 CLIP Is TH= USL C vERTC;, STRUTS AND SPLAY WIRES. TWO ADJAC NT WALLS • -EICIGC AR- )F .,.T SO.FT. OR LESS SHALL BE EXEMPT FRC ( ) -FAR RY'\ A TWO ADJACENT WALLS LATLR.LJ.-dC= _F;,:CIVG REQUIREMENTS. -SCR T F I NED FOR SHIP NG IV POC'SS WHERE ' •j CFII NCS AlTi INTFPSI 1,1 �FN..L LESS THAN"12" TO FRAMING BY SET CEILIJT (,J S CREV^1 S MOD LINE �O�-Q SCREW ON SITE ARC A0 2 (1, I; ) NAVE LATERAL-FORCE BRACING. ' -NOT RECURE2 FOR CELINCS LESS THAN OR EQUAL SEISMIC SEPARATION JOINTS: TO 1E4 S ,:IEC SURROU NEED BY WALLS CONNECTED TO ALL CONTINUOUS CEILING AREAS EXCEEDING'2500'SQ.FT. SHALL THE CTR.,CTLRE ABOVE. HAVE A SDSMIC SEPARATION JOINT. - '-SOURCES ASCE 7-16 SECTION 1.3.5.6 EXCEPTION 1, 1 SECT ON 1 4 S ISMIC ATTACHMENT AT WALLS 2 STANDARD T-BAR DETAIL 71 [ARMSTRONG SEISMIC'RX'SUSPENSION SYSTEM.(ESR 1308)] N.T.S. . _EXIT"l,S FAN WITH Y BERC2 CLIPS 2 X 2 LTPLY GR Y CAMPER SUSPENDED CEILING GRID 2 x 4 LED .SEE DETAIL 1/A-5 Al3 DI. JO[ EYE. uF 2 TROFFER o- 0 0 N 0 O O O 0 O 0 N N a O O O O N STATE OF NAASHINGTON m DEPT.OF 1.A80IiZ AND "' L INRE',' 9F 1. I FAS PLAN RC ➢i:Vl'/SECTIOP . � - 4PPItc)4 l.ly �O O O O 0 O(� i 203 Si BJL(A 1'0(ODE a AND FIELD INSPIA E ION n 0 N i 0 m o 1A o C - o oe W, h� yRlyRl N REFLECTED CEILING PLAN 350 _o SCALE:1/4,'_1,,0" FF,�c 1 s NA U COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULAR Appr dfar Const Job No: m THIS MATERIAL IS THE EXCLUSIVE PROPERTY : ��^���OO'✓i f�r c. OF BLAZER INDUSTRIES,INC.AND SHALL on 28x64 Fk Copy NOT BE REPRODUCED,USED,OR DISCLOSED ARLINGTON. SD - EAGLE CREEK ES �� �.=U, C. TO OTHERS EXCEPT AS AUTHORIZED 8Y THE D n By. MKL p 0­�­4!1� om M [DAFE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. �� • AuR slaz5-p4as WA Pacific Mobile ARLINGTON,WA Issue Deter 5/11/2023 N O Pit ge 15 Of 110 Expires 06/3( 1 tIhB5231 CRAWL SPACE 1 VENT EXHAUST FAN EXHAUST FAN WITH 2 SEE DETAIL 1/M-2 GRAVITY DAMPER DUCTED THRU ROOF TYP. OF 2 CRAWL SPACE VENT INTAKE, SEE DETAIL 1/M-2(SIM) - 0 ISOLATION CURB SUPPLY AIR (TYP OF 2) PLENUM /® -- -- --- #PWS131 12 1 10_J NL10 12-10-10 72 HP-1 12 12-10-10 10 10 12-1040 12 HP-1 c c SUPPLY AIR PLENUM #PWS131 a l o 0 MECHANICAL SYMBOLS yr SYMBOL DESCRIPTION ` m MECHANICAL PLAN ® 2'x2' SUPPLY AIR DIFFUSER MECHANICAL NOTES: scALE:v4°=r-D^ FLEX DUCT w GENERAL MECHANICAL NOTES: 14. DO SWITCH CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH WSEC 403.4.1.E AT ALL —X— SUPPLY DUCT,WITH DIAMETER INDICATOR WA-20181MC WAC AND 2018 WBEC DOO S THAT OPEN TO THE OUTDOORS.EXCEPTION 1,BUILDING ENTRANCES WITH VESTIBULES. Y 15. MEC NICAL DRAWINGS SHOW DUCTWORK SIZES TO BE CLEAR INSIDE DIMENSION. DAMPER IN.SUPPLY DUCT AT WYE 1. VENTILATION PROVIDED BY MECHANICAL DOAS IN COMPLIANCE WITH WSEC C403.3.5. V 2. MECHANICAL EQUIPMENT INSTALLATION IN OR ON THIS BUILDING SHALL BE IN ACCORDANCE WITH 18. ELE RICIAN MUST VERIFY ALL ELECTRICAL REQUIREMENTS AND LOCATIONS. x-x-x SUPPLY WYE w/DUCT CONNECTION SIZES INDICATED THE REQUIREMENTS OF IMC CHAPTER 6 UNLESS OTHERWISE EXEMPTED. 17. CON FACTOR SHALL ARRANGE ALL HVAC UNITS AND ASSOCIATED ITEMS FOR ACCESS CLE RANGES. 3. DUCT MATERIAL IS 26 GA.GALVANIZED. O THERMOSTAT 18. THE MOSTAT SCHEDULING TO BE PERFORMED ON SITE BY OTHERS. 4. ROUND FLEX DUCT SHALL BE TESTED IN ACCORDANCE WITH AND LISTED AND LABELED CLASS 0 OR CLASS 1 FACTORY MADE AIR DUCTS AND AIR CONNECTORS. TORS.INSTALLATION SHALL BE IN 19. ALL VAC EQUIPMENT LEAVES FACTORY WIRED FOR 240 VOLT OPERATION. CO CO2 SENSOR ACCORDANCE WITH IMC SECTION 304.1. THE kCCEPTABUE OPERATING RANGE FOR THE 240V 8 208V TAPS ARE: c EXHAUST FAN - FANTECH PRO 80, SWITCHED WITH q 5. DUCTWORK SHALL BE SUPPORTED.JIMC SECTION 6031 TAP RANGE O LIGHTS, 80 cfm c e. MATERIAL INDUCTS SHALL HAVE AFLAME SPREAD INDEX OF LESS THAN 25,SMOKE DEVELOPMENT 24 2 3.215 ¢. OF 50.[IMC SECTION 8021 2080 2520-iB7 7. LOW PRESSURE DUCT SYSTEMS SHALL HAVE LONGITUDINAL AND TRANSVERSE JOINTS,SEAMS AND 20. SITE ECHANICAL CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THE RIGHT TAP IS CONNECTED c0' FOR HE APPLIED SITE VOLTAGE. - CONNECTIONS OF SUPPLY AND RETURN DUCTS AND PLENUMS SECURELY FASTENED AND SEALED WITH WELDS,GASKETS,MASTICS(ADHESIVES),MASTIC-PLUS EMBEDDED-FABRIC SYSTEMS OR 21. AIR F LTERS IN HVAC UNITS OR SYSTEMS ARE TO BE CHANGED EVERY 30 DAYS BY OTHERS ON SITE. STATE OF WASHINGTON n APPROVED TAPES INSTALLED IN ACCORDANCE WITH IMC SECTION 803. 22. REGI TER AIR FLOW TEST AND BALANCE OF HVAC SYSTEM TO BE PROVIDED AND PERFORMED BY DEPT.OF LABOR AND o 8. DUCT INSULATION,WHEN APPLICABLE,SHALL COMPLY WITH IMC SEC 604 AND THE ENERGY CODE. OTHE IRS ON SITE WHEN REQUIRED. INDUSTRIES m 9. WHEN ISOLATION VIBRATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS OR FANS, 23. HVAC SITE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SYSTEM.BALANCING SHALL BE IN FAS PLAN REVIEW/SECTION THEY SHALL COMPLY WITH IMC 301.13 d 508.3.2.4. ACC RDANCE WITH IMC 403.3.1.5. APPROVED o 10. EACH AIR DISTRIBUTION LINE MUST HAVE FLOW CONTROL DAMPER AT DIFFUSER,IN LINE,OR BOTH.(TYPICAL AS NOTED ON PLAN. 06/12/2023 .q., 11. MINIMUM OUTSIDE AIR VENTILATION PER IMC TABLE 403.3.1.1. SUBJECT TO CODE o 12. OUTSIDE AIR DAMPERS/SHUTOFF DAMPERS SHALL COMPLY WITH WSEC SECTION C403.7.8. AND FIELD INSPECTION E. 13. ALL NEW SYSTEMS REQUIRE ECONOMIZERS UNLESS EXEMPTED BY EXCEPTIONS.[WSEC SECTION 0 403.51 rq, 0 COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULAR Approved for C—t. Jon N. THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for: OF BLAZER INDUSTRIES,INC.AND SHALL ■■ 28x64 Fil Copy: 3 TO OTHERS EXCEPT SAUTHORIZEDBYTED ARLINGTON SD - EAGLE CREEK ES INDUSTRIES,INC. o'. TO PERMISSION OF BLAZER U THE .0.9qx aas www ma:e,na.rom Drawn sy: 023 MKL M DATE REVISION BY WRITTEN PERMISSION OF BLAZERINpUSTRIES. j� gsOHeysl. • AumsvNe,ORe]325-o469 WA Pacific Mobile ARLINGTON,WA IasueDate. 5/3/2023 N O N Page 16 of 110 Expires 06/30 ��rr3szs( PACKAGE *SPVU* IGH -EFFICIENCY WALL MOUNT HEAT PUMP — SCHEDULE ENV RECOVERY VENTILATOR �I BLOWER EFFICAI NCY VENTL COOLING P HEATNG ERV VENT ""' UNIT BARD UNIT UNIT COMPRESSOR MOTOR AIRFLOW BLOWER GRADE VENTL (FA) FILTE k(DS)�NP TDOOR ENTERING ENTER G C P CITT 4J"gs.. COP RATE ERV ERV ERV UNIT NIT STRIPS OUTPUT C MCA B MOCP UNIT TAG UNIT MODEL NUMBER SIZE Ott TYPE TYPE CFM HP (FEG) OENCE CFM TYPE EER IPLV TE (DB)TEMP (We)TEMP BTUH BNH 4Jde9s (CFM) HRL HRS WNR 2 VOLTS PHASE KW BNH AMPS F AMPS AMPS WGT ADDITIONAL NOTES HP-1 C3BH1-A1ORP4%%E Be 2 25CROLLE ECM 4100 1/2 —-- ERV 300/450 MERV 11 14:5 80 6J 34,2J8. /450 31,000 3.3 300 fi318 23,328 230 10 34,1. J9 80 N/A N/A' 4J0 12{3,'4.J,8.9.10, AODITONAL NOTES .Sequence of operation with Integrated DOAS Ventilation System; 1-CAPAC LSTED ABOVE ARE IN ACCORDANCE WITH ANS/ARI STANDARD 390-2003'FOR SPVU(SINGLE PACKAGE VERTCAL UNITS) 2-CO ' FCENCv REOI RFME S O .I/SHRAE/IESNA Sol—re 3-BA EH.Masnr(Erl_ 11),T HL.,EA.NASLE 1 Upon a call from the occupancy sensor the (DOAS) ventletio- (ERV) and the indoor 4-: N00..a.rM -•,o<.,_aos-Dd2) _( motor m space'cont will start' low mode and ventilate the .uo�.;ly as occupied. s-a R ( 09) 2- Uoon a pall from the CO2 s or the (DOAS') V0 t Intro (E-i ) and indoor motor w'll B-HE RE CIN J-ER Kn:,E w/z-YENT STAGES,qU LT IN wTAKE/E AUST _I n'.]C `.i: Jul Va^t ' :r d VF t I,to _ .. Z n l .1, ...,L IS satisfied a B-2 ther I)— . ,dc d.r-t, he o cup sc wa o c e 9-uqn cc cR� H..<-_cRA- - 3The llcat q an C—lra t o,,Iy verk_" there e He.,_.r'y e„ fool ng call from m-Du - OBp SET AT 4aoeG's m LAC CONTROL the roo, I:-s ection woks r?c pcn Je t o .r e (DJAS) tl cEion s f e'�on It )DUCT MOUNTED(OPTIONAL). 4 The .ctro n -e will keep repeating as required by the occupancy sensor, C)2 12-(BSDI.11I q ..ES A.1_Ire ON SHUTTING DOWN OF THE...I COOLING AND HEATING SYSTEM,VENTLATON CONTNUES TO ERATE,..NA E% N.1 DOOR SNITCH(OPTIONAL) Sensor a-.d r�J 1 '1"r.iastOt. - 13-0 4-Hl nLra> - b- If this .,n. " :.cOippec with a exterior door shut Down kit the unit mechanical system 14-s ( ) will b: s ] of e' the exterior has'been 'pen for 5+minutes.The ventilation 16-.RE .. N R...A10 N F TFC U O DOWN TO 35 (OP OVAL) P =Lr:... w- o,.n3 0 -,0 3— ,o�ovAE) port o' w II k..�., op e'a:in g. Once the door closes the unit vill restart If there is still SU LY n R ALOJ. L P NL PS,I ),OJ\TCJ CN H 1 ry- „�.M Y 0 CO frOYr T ia t^.0.1'.OStat. MIN.VENTILATION RATE PER WA-2018 IMC WAC&OR-2019 OMSC TABLE 403.3.1.1 - _Rp room#name Az(sf) sf/1000 Ott.Dens Pz(talc) Pz(used) (cfm/person)!0�.12 Dfm/sf) Vb (cfm) Ez(effect) Voz(cfm) CLASSROOM 768 0.768 35 27 27 10 62 :1.0 362 CLASSROOM B 768 0.768 35 27 27 10 62 1.0 362 Az=room area(sf) - m Occ.Dens=occupant density(from Table 403.3) _ 3 0' Pz(calc)=zone population or occupant quantity(calculated) ` NOTE" FAN INSTALLED ON EXHAUST PIPE ONLY. NO SUPPLY A Pz(used)=zone population or occupant quantity user can override the calculation-!ncrease only) ,Fvl I9 LL LXI-HD FAN ON INTAKE PIPE. PLENUM LRp=people outdoor airflow rate in breathing zone(cfm/person) T ROUC I FF �'�;F 10D #PWS131 "Ra=area outdoor airflow rate in breathingzone(cfm/sf) I; ,d T I R,03F -1, Q Vbz=Breathing zone outdoor air flow rate pereq.4-1(Rp*Pz+Ra*Az) - " GO Ez=zone air distribution effectiveness(from Table 403.3.1.1.1.2). o Voz=zone outdoor airflow per equation 4-2(Vbz/Ez) 0 i N n FANTECH ED 4 FANI o (135 CFM) N.EXHAUST RATE 18 vi OIOM f OCCU ANCY PER EXHAUSTORATE4C WAD U In TABLE$DOTAL CFfvI/UNIT RAEXHATE CFLIST AREA SIC TOT LCFM NO�(RUB/RNNECT AN T01 PIPE - =SUSPENDED WITH IL H FAIN N INT. CONT. INT. CONT. �Ul_� CEILING 30K16 RETURN ARA RR#L 70 :50 1 70 50 52 AIR GRILLE ADARR#2 70 50 1 10 50 56 1 - 3 PER UNIT MINIMUM EXHAUST RATE PER SF MINIMUM EXHAUST F BTE z a � 4" PVC PIPE J x ALL JOINTS - � : IN THE w I U N TYPICAL DOOR SWITCH WITH VENT PIPE SHALL BL 0 ' s TIME DELAY WIRING FOR HEAT PUMPS SEALED AIRTIGHT I m N THIS DRAWING IS SHOWN INALS#1 TO JUE<PER WIRE INSTAL-U EWTCIED ON UMPERP SE.Rk1TOk2'000R SWITCH JUMPER'W1Re.REMOVE JUMPERWBEN ALL ANNULAR OPENINGS Or OWRSWITCH IB INSTAI WIRED A39HOWN. BETWEEN THE VENT PIPE O - AND FLOOR SHALL BE SEALED AIRTIGHT I �--®� .�i R'�--I�RT W2H 0G STATE01F N,AS{II\GT0N DEP7 Sri' {,ARORAND 4' DIAMETER VENT IN'Dt S'{RIES PIPE THROUGH THE FLOOR GROUND KITH a B® E0I HI FAS PLAN RED'{{''WlSECTI FLEXIBLE SHEETING MEMBRANE No vt L® ® CRAWL SPACE PER NOTE ON FOUNDATION PLAN APPR(DVE:D fi® DH® e 06,/�2t2023 ® 'I 1 CRAWL SPACE VENTILATION DETAIL SECTION AT PLENUP o ® Ot H �1 SUBJECT'I'O CODE IBA E0 S o o AND FIELD INSPECTION %B"=1'-0" SCALE:Yz•=1W' m WIRES ADD NI UNIT Low VOLTAGETERNONAL TERMINAL BLOCK V I I BARD DOOR SWITCH(FIELD 3UPPLIED) c I SWITCH IS OPN WHEN DOOR a IS IN THE OPEPI POSRIOO I SWITCHIB CLOSE WHEN DOOR L- -_T IS IN THE CLOSEDI ITON �I L rtH W3EC U034.1.e COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULAR Approved for Con3t Job No: THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for. OF BLAZER INDUSTRIES,INC.AND SHALL ■■ Fl Copy: 3 NOT BE REPRODUCED,USED,OR DISCLOSED 2HX64 ARLINGTON SD - EAGLE CREEK ES TO OTHERS EXCEPT AS AUTHORIZED BY THE !i INDUSTRIES N usTRr we D By: MKL .O.a0X 439Or�dcom WA Pacific Mobile ARLINGTON,WA L.AlREVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. M� sas obey st. • AumeNlk,OR W32SO489 IS ue Dale: $/$/ZOZ$ M N n N '= ;e 17 of 91C} Expires 0613( ------------ ---- 1SFBS230007 H-WC 3.5 3"VTR H•WC STIEBEL 3.5® TE PERED LAY 1 I Y1, 1 ° STIEBEL TEMPERED \\ LAY 1 3/4"WATER MAIN TEMPERED SEE UTILITY PLAN i c I H-WC FOR CONT. LAY 1 6 3"TO Yz \ Y DEVELOPED LENGTH OF ' \ SEWER I \�\ HOT WATER PIPING TEMPE ED MAIN H-WC MUST BE LESS THAN 24" LA 6 T\ LAY WATER PIPING: \ FIXTURE UNITS 11 LAY LAY 3.. 2., -DEVELOPED LENGTH TBD ELEVATION DIFFERENCE TBD WASHINGTON GENERAL NOTES: LAY -STREET PRESSURE 46 to 60 2" 1 y' 2018 UPC WAD 8 2018 WSEC -METER SIZE 3/4' 2" -BUILDING SUPPLY SIZE 3/4" -SIZED TO 2018 UPC WAD CO 2 -POTABLE WATER MATERIAL-COP ER AND AQUAPEX. 2" -CONTINUATION OF WATER MAIN 1 TO BE COMPLETED ON SITE BY OTHERS. -CONTROL VALVES PROVIDED AT CH WATER SUPPLIED FIXTURE AND APPLIANCE. PLUMBING WATER DESIGN CRITERIA -PIPING FROM A WATER HEATER T THE TERMINATION OF THE HEATED WATER FIXTURE SUPPLY PIPE PLUMBING BELOW FLOOR JOIST NOT INCLUDED. SHALL BE INSULATED ON BOTH T INLET AND OUTLET PIPING OF A STORAGE WATER HEATER OR Number of Fixture Units HEATED WATER STORAGE TANK, HE PIPING TO A HEAT TRAP OR THE FIRST 8 FEET OF PIPING, < Developed Length•100' WHICHEVER IS LESS,SHALL BE IN ULATED IN ACCORDANCE WITH WSEC TABLE C403.2.10,(PIPING LESS DRAINAGE AND VENT PIPING: o Elevation•0' THAN 1'SHALL HAVE MINIMUM OF 1'INSULATION).(WSEC C404.61 o -FIXTURE UNITS Ib .. System Pressure48-60 psi .pEX TUBING SHALL NOT BE INSTA LED WITHIN THE FIRST 16"OF PIPE CONNECTED TO THE WATER o HEATER.[UPC 604131 -SIZE OF BUILDING DRAIN_3" Note:This water system Is designed with a maximum -AGGREGATE AREA 7.069 developed length of IWIL from the meter to the most •WATER SUPPLY AND DRAINPIPES NDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE remote INture within the building CONFIGURED TO PROTECT AGAIN T CONTACT.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES w UNDER LAVATORIES AND SINKS.I C At 17.1-2009 SECTION 606.61 0 N GENERAL NOTES: N •WHEN REQUIRED,HEAT TAPE WI BE PROVIDED AND INSTALLED ON SITE BY OTHERS. n •PUBLIC LAVATORIES SHALL HAVE TEMPERING VALVES MEETING ABBE 1070 AND LIMITED TO A MAXIMUM -WASHINGTON:SIZED TO 2018 UPC WAC TEMPERATURE OF 120'F.[UPC S TION 407.31 -D.W.V.MATERIAL-P,V.C. d -LAVATORIES INTENDED FOR USE Y THE GENERAL PUBLIC SHALL BE EQUIPPED WITH METERING VALVES UNLESS FOR USE BY PEF SONS WITH DISABILITIES OR IN DAYCARES WHERE FOR USE PRIMARILY BY CHILDREN UNDER YEARS OF AGE.[UPC WAD 407.41 -PLUMBING BELOW FLOOR JOISTS TO BE PROVIDE AND INSTALLED ON SITE I -PUBLIC USE TOILET SEATS SRAL COMPLY WITH UPC 411.3 AND PLASTIC SEATS WITH IAPMO Z124.5.10 BY OTHERS -PUBLIC USE WATER CLOSETS SH LL BE ELONGATED AND COMPLY WITH UPC SECTION 411.1. -PER 2009 ANSI A117.1 SECTION 406.6.P-TRAPS ON ACCESSIBLE FIXTURES- ty INSULATED. y -CONTINUATION OF WASTE LINE DONE ON SITE BY OTHERS. N. rn 0 W PLUMBING FIXTURE SCHEDULE CITY FIXTURE DESCRIPTION o. STATE OF WASHINGTON 2 ADA PRESSURE ASSIST-BOWL GERBER UF-27 377 1.28 GPF Elongated ' DEFT.OF LABOR AND 1 ADA-PATE FLUSH-Tank-Right GERBER 28-380-97 1.28 GPF a` INDUSTRIES, 1 ADA-PATT FLUSH-Tank-left GERBER 28-3801.28 GPF �. FAS PLAN REVIEW/SECTION 4 LAVATORY SINK-wall PROFLO PF5414WH APPROVED N OL/���L�23 4 FAUCET•H-Lay A/S 7385.050.002.0.50 GPM V M 4 TEMPERING VALVE WATTS LFUSG-B-M2C jSUBJECT TO CODE q F TANK-LESS HEATER STIEBEL DHC-E 8/10 AND FIELD INSPECTION 0 rj E 0 0 o'. COPYRIGHT 2023,BLAZER INDUSTRIES,INC. I Approved for ConsL �. THIS MATERIAL IS THE EXCLUSIVE PROPERTY MODULAR CLASSROOM for Job No: 20' NOF OT BE INDUSTRIES,INC.AND SHALL •• zaxsa ARLINGTON SD - EAGLE CREEK ES File Copy: .; NOT BE REPRODUCED,USED,OR DISCLOSED �� 64vat.-...N ,INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE Van, aes www.5lexedn4.com Drawn B: MKLPM " DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. �� s aney st. . AumevllM,OR W323•°/a8 WA Pacific Mobile ARLINGTON,WA 13.ue Dae: 51312023 n.. ..4D..S 4An 1Sht3S23000 1 CL NEAT TRACE RECEPTACLE 2 Q OF WALL Q Q LOCATE UNDER FLOOR NEAR 0 t INCOMING WATERLINE #15 PC13 I A oo P. ® TR TR TR TR +R TR ❑0+ +76" 78 U IJ + " 78 T +zo„ +zo +20zo° +za PC5 N L OF WALL #9,11,13 [OF WALL TR ELECTRICAL PANE TANKLESS #10,12 TR #3,5,7 WATERHEATER PC PC PC E 1 s WE Pc °s o GF GFCI PC `'. GFCI o PC #14,t8 #2, ,Y; a TANKLESS WATER HEATER #6,8 o ; ; '� PC7 TR PC . T 0� ELEVATION R %"-i'-o" 0' B HVAC UNITS HAVE INTEGRAL __._- SERVfGE DISCONNECTS —- - _ (TYPICAL) cLAssRooMA fi4 -' .-- EXIT ° E—f-I �l NEC 210.8(8)5 GFCI p,-Al eW",';I,,,II ,,e„ta_les that e ins411e 1 ith o fl.from fne fo8,nslde etlge of TR STAILL OF VFASHINGTON to bowl ofthesnk TR FD LL P F.OF L4;30 R AND � i ) INDUSTRIES o FAS PLAN REVIETV/SECTION "TR APPROVED ® I 06/12,2023 0 p' 2 SUB 1 t CT TO CODE 2 TR 2 2 DOOR SWITCH FOR HVAC )S E 1 : .4N•rq BLL.D INSPECTION E-1 E-1 SHUTOFF CONTROL(TYPICAL) E 1 S FLOOR o BOTT01 a II FLOOR pt ° TR TR D D TR TR aro II N cC ® DS - } CONDUIT F O I STRIKE TO BI I-iA OF FLOOR 0022 2 ELEVATION �. g o�OF WAN, ELECTRICAL POWER PLAN �� �I ILtr�:� tL' In,A �L Poe�I'1ERE°\�� 0 r 4• 5' RPs/vzo23 ELECTRICAL SYMBOLS SS/ ALL GNAL EtJG SYMBOL DESCRIPTION TO TOP REMARKS SYMBOL DESCRIPTION ALL REMARKS TO TOP c`tD 12* SCALE:1/4" 1'O" SIGNED 06/01/2023 MEW ELECTRIC PANEL 72•• FUTURE SOLAR- �"FLEX STUB UP WALL.HUNG HVAC UNIT AS SEE MECH SCHEDULE AND CALLS ro AND DOWN REQUIRED s QTY. SIZE DESCRIPTION. ITN DUPLEX 2'=CEPTACLE 20" 180 VA EACH O THERMOSTAT 48.E 4"SO BOX SIN:I F GANG MR WITH HA IF C0\-ROILED HALF HOT UNO TA 'ER RESISTANT 1/2"COND."_'_UB UP ELEC I RICAL PANEL 1 225 AMP SINGLE PHASE - PVC.STUB THRU - 120/240 VOLT 'Kl JA LAb 4"SO BLX SINGLE GANG MR WITH ILA _JN IOT ,I iC�L-D HALF x 78 .+I4P�2 2LS STANT 0 cOz CO2 SENSOR 4g" 1/2"COh QUIT STUB UP RACE AY MATERIALVARIES METALLIC RACEWAY SYSTEM -.EMT, MC CABLE AND OR FLEX CONDUIT: r L,J LLX ./cFPTACLL / C _\.,VCUNT-CONTROLLED CEILING 180 VA EACH STIEBEL WH DHC-E.8/10 AS REO'D 7.2 VA EACH HVAC 2 3 TON BARD 10kW WALL HUNG HEAT PUMP W/ -ERV 11 EER \ IF"LOCK HANGER o. a FLIT-TAB LE 84" 180 VA EACH O 80 CFM EXHAUST FAN CEILING. 25 VA EACH to HVAC ONTROLS 2 THERMOSTAT WiFf VISIOK 'HJ o.,.(`- 18321-Vti 1001 0 CF W/ HL3PROOF.GFCI of IC4T FNARI ED LED TROFFER o cFa� 20". 180 VA EACH RF,FP ACLE w/INTEGRAL SENSORS CEILING 48 VA EACH 2 CO2 SENSOR BARD #84:73-096 DRMAND CONTROL VENTILATION ® DL A-e:D 'Ar RECEPTACLE UNOFR 500 VA EACH GkC_\J -AULT 4 FGn h EA--RACE FLOCR -CJi'=VENT PROTEC`ION DEVICE LED TROFFER CEILING 48 VA EACH �'. 2 OUTDOOR SENSOR - BARD #8403-061' xx HEIGHT DIMMING CONTROL 48" DIMMING CONTROL.LOWER CASE' LED WALL PACK WITH LETTL:2S U_SIGNATE SON NO .INTEGRAL PHOTOCELL :84" 20 VA EACH 80 80 CFM CEILING MOUNTED- CONTROLLED WITH LIGHTS IN RESTROOM- 4Pr qg• AUTOMATIC ON OFF CONTROL n EXHA ST FANS 2 CFM FANTECH PRO 80 DS WALL MOUNT OCCUPANCY / EXT.EMERGENCY LIGHT 94" WITH 90.MINUTE BATTERY BACK U O. CONT4CL CRAW-SPACE FAN 1 139 FANTECH FG 4 INLINE FAN - 20VA 24/7 TIhF CONTROL FOR 9C]P ABOVE CFM ff1T 48" v EMERGENCY/EXIT COMBO WITH 90 MINUTE BATTERY BACK U _ EX Frc,,�P..'�G PING DOOR WATE HEATER 2 TANKLESS WATER HEATER 240V- 7.2KW U'O I R- 20-24-G2 ABOVE CONTROLLED BY nLIGHT ENABLED FIRE ALARM PULL PLUG LOA' .;OKTROL RELAY CEILING FIXTURE OCCLPANCY SENSORS � SHEET E-4 48 o LEP V3I VF RI. TROFFER-nLIGHT AIR ENABLED-6000 LUMEN-48 WATTS HVAC RELAY FOR ERV ABOVE TRIGGER-E DY nUGHI PLUG LOAD FIRE ALARM EXTERIOR %".RACEWAY ONLY STUB UP AND LIGHTING 16 2 x 4 400OK ITL,C'Jt/�. C:_LT4 60L ADPT EZ' LP840 NNLTAIR2 RES7 PWS1836 ® / 84 DOWN.PAINT RACEWAY AND BACK CONTROL CEIING CONTRO. FIR HORN STROBE BOX SUBSTANTIALLY RED IN COL01 ° LED -RC r- •;0 ..LMLN- 48 WATTS- 4000K 2 2 x 4 LI T:IOK 2ELT4 60L ADPT EZ1 LP 840 PWS1836 , DATA OUTLET L,,_ 4 5. R:;X 5.NGLE AND DOWN WITH�" FIRE A_ARN INTERIOR gq• E lN0 FLE.0.:CVLUII UP AND DOWN HORN/ IROBE o 18 'N41I 'VANDAL RESISTANT LED PORCH LIGHT w/PHOTOCELL qS A'FI FX XL---ROM COOR FRAME+��_ RAN SLIM18 PC RC.�U�2LL 8/Z 10 F'rA..UXIT CEDING t 6 / �$ DOOR SWITCH- HVAC CRAWLSPACE FAN AIR PROVIDE SINGLE POLE DISCONNECT 5-2-2023 ELECTRICAL ENGINEERING I SRP I COPYRIGHT20P3,BLAZER INDUSTRIES,INC. MODULAR r Approvetl for Consti Job No:: 2035; 5/31/2023 l CUSTOMER REVISIONS MKUSRP THIS MATERIAL ISTHF FXCI USIVE PROPERTY CLASSROOM IQr. 6-1-2023 ENGINEERING REVIEW HEM 0'BLLLLH 6tiUUS1 N LS.INC AND SHALL ■■ Fle Copy: 3 NOT BF F RDDDGED U38i ORDIGGLGBED 28x64 ARLINGTON SD - EAGLE CREEK ES INDUS R"ES IN��. TO GTH PERMISSION F BWFI/ED BY THE Drewn By: MKL E� DATE REVISION BY WRITTEN PERMISSION OF BLA7FRINDl1STRIES. j� ae�'mey Si9mAum vile,OR s,32ecaes WA Pacific Mobile ARLINGTON,WA Issue Date" 573/2023 M N O N page 19 of 110 Expires 06/30/20 7HFB533U(1 EXTERIOR LIGHTING TIME \T'/ CONTROL \'T2"J CRAWL PACE SINGLE P _C SCNNECT WATTSTOPPER PW-30 CRAWL SPACE VENT E AUST FAN ABOVL CE.L.N-FOR WALL MOUNT OC VENT INTAKE CRAWLSPACE FAN SENSOR(TYPICAL T PI PC e o PC PC T���L b b b b b b STATE OF WASHINGTON ERV CONTROL RELAY o nLIGHTAIR WIRELESS PLUG DEPT.OF LABOR AND (TYPICAL) CONTROL RELAY(TYPICAL) INDUSTRIES FAS PLAN RE:IE W/SECTION .APPROVED ■ a b b a a SLI3.IP.tA fOCODF AND I LELD INSPL C-1'ION TROFFER ENABLED WIRELESS LED TROFFER w/INTEGRAL OCCUPANCY/ DAYLIGHT SENSORS(TYPICAL) g Oaplo n alC D alb AS O � O Z o nLIGHTAIR 120V POWERED WIRELESS 2 ZONE DIMMING 1 N WALL POD(TYPICAL) Po R ea o 4 o FF FGI STfFF� 9g/ONAL ENA tO SIGNED 06/01/202 ELECTRICAL LIGHTING PLAN ELECTRICAL SYMBOLS (51 SIRE 5/2/202 ALL 3 0 2 4 $' SYMBOL DESCRIPTION TO TOP REMARKS SYMBOL DESCRIPTION TOAFF TOP REMARKS FUTURE SOLAR.- q"FLEX STUB UP AS. x ® ELECTRIC PANEL 72" WALL HUNG HVACUNIT SEE MLC SCHEDULE AND CALC lY SCALE:1/4�I�-0° AND DOWN REQUIRED N QTY. 'SIZE DESCRIPTION VTR DUPLEX RECEPTACLE 20" 180'/A-p CH O THERMOSTAT 48 4"SO 3 X .:L ANC V,R hl HALF CONTROLLED HALF HOT ONO TAMIP_:2 'RLSISTANT 1/2' v ELE TRICAL PANEL 1 225 AMP SINGLE PHASE - PVC STUB THIRD 120/240 VOLT Q-TR Cn IFx RFCFIFCIF 78, 18C ,A EACH : coz CO2 SENSOR 48,; 4"S..„OX SINGLE GATC 4<'N. u, vL ..ONTT, -D -ALF HOT TAMP�F FFS NTISTA 1/2' CONDUIT STUB UP RAC-WAY MATERIAL VARIES METALLIC RACEWAY SYSTEM - EMT, MC OR FLEX CONDUIT r l-I e ?F. Lr-„1CLE CEILING 180 VA EACH w CABLE AND/OR \�! C . MOUNT-CONTROLLED STIEBEL WH DHC-E 8/10 AS REO'D 7.2 VA EACH \ HVA SOlI CLOCK HANGER 2 3 TON BARD 10`kW WALL HUNG HEAT PUMP w/ERV-91 EER o- RECF=TACLE 84" 180 VA EACH 4 80 CFM EXHAUST FAN CEILING 25 VA EACH o WEATI LRPROOF GFCI. w/nLIGHT ENA9I-ED LED TINTEGRAL SENSORSROFFER HVA CONTROLS- 2 THERMOSTAT , VISION RECEFI ACLE PRO 8000-TH 8321-WF1001 0 crcl� 20' 180 VA EACH CEILING 48 VA EACH o - � 2 CO2 SENSOR - BARD 8403-096 DEMAND CONTROL VENTILATION DEL GC,,FED 'N'RECEPTACLE UNDER 500 VA A - R^uv7 FAULT L N ® LED TROFFER CEILING 48 VA EACH .Q FOR h�A� .RACE FLOOR EOU I'V-TT I'RUT. ION DEVICE zo 2 OUTDOOR SENSOR - BARD //8403-061 {{}p" nLIGHT DIMMING CONTROL 4g' DIM IAI NC C X-R .-I,W:R CASE To LED WALL PACK WITH 841 20 VA EACH I LE--F<S D S GN A-F 7ONING INTEGRAL.PHOTOCELL 80 80 CFM CEILING MOUNTED-CONTROLLED WITH LIGHTS IN RFSTROOM- bs WgLL MOUNT OCCUPANCY CFM FANTECH PRO BO WALLMO 'n EXH UST FANS 2 {{} 48" AUTOMATIC ON/OFF CONTROL EXT.EMERGENCY LIGHT 94" WITH 90 MINUTE BATTERY BACK n CRA LSPACE FAN 1 139 FANTECH.FG 4 INLINE FAN - 20VA tr T /4// IIVE CONTROL FOR 48 : EMERGENCY/EXIT COMBO ABOVE WITH 90 MINUTE BATTERY BACK CFM L,(D OR:.(',HTING DOOR °o WA R HEATER 2 TANKLESS WATER HEATER 240V- 7.2KW ® IL F <PPZ)-24-G2 ABOVE CONTROLLED BY nLIGHT ENABLED FIRE ALARM PULL 48' >, .:G'CAI, CONTROL RELAY CEILING FIXTURE OCCUPANCY SENSORS SHEET E-4 o FD �C U1,IF-i41C TROFFER—LIGHT AIR ENABLED-6000 LUMEN-48 WATTS IVA R=1.AY FOR ERV ABOVE '.R OGFFFI:RY nLIGHT PLUG LOAD FIRE ALARM EXTERIOR 84� N4"RACEWAY ONLY STUB UP AIR LIGHTING 16 2 x 4 _^C 4 L dONIA-28LT4 60L ADPT EZ1 LP840 NNLTAIR2 REST PWS1836 ® CON I ROL CZILING COVROI I=R HORN/STROBE DowN, PAINT RACEWAY AND BA, - ---- -- BOX SUBSTANTIALLY RED IN COL ° EL 1 FF'-H FY::00 LUMEN- 48 WATTS-4000K 20 4 O' X SINGLE GANG MR WITH Y FIRE ALARM INTERIOR gq 2 2 x 4 ITI 0\1A 2,ILT4 60L ADPT EZI LP114SO PWS1836 , .DATA OUTLET IN, FLEX CCNU_'T UP AND DOWN HORN/STROBE o 18 \' `✓AN DAL RESISTANT LED PORCH LIGHT.w/PHOTOCELL AS �' -_-X COv,uIT FROM DOORFRAME ABOVE 6 RAB SL V13/I'C ®S DOOR SWITCH -HVAC R-OUIRED iW/2 I,/AC.,V'T '� CRAWLSPACE FAN CEILING PROVIDE SINGLE POLE DISCONNE E22OE23.. ELECTRICAL ENGINEERING SRP COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULAR Appmed fof Const: Joe N. 203 1 CUSTOMER REVISIONS N THIS MATERIAL IS THE FXCI USIVE PROPERTY CLASSROOM for:F ENGINEERING REVIEW OFBLAZER I\UUS HILS NC.AND SHALL ■■ 28XI74 File CopyNOT BE REPf PLCFD J E-,ORDISCLOSLO ARLINGTON SD - EAGLE CREEK ESTOOTHFR FXC-TASA IHORIZEDBYTHE miSNc Drawn By MKL �� .REVISION WRII_NILHMISSIONOFRIOZERINDUSTRIES s eoxaea a d�qa 1/1//{ Pacific ARLINGTON,WA �� omey sl. ■ n�m�: Issue Date: 5/3/2023 M N 0 N Earl 20 of 110 Expir,ss 06/30/2 Asa-��z:�uu PANEL SCHEDULE GENERAL NOTES: BARD 3 TON-10KW-VEER CH UNIT (TYPICAL OF 2) 1. WHEN STRANDED WIRE IS USED,ALL TERMINATIONS ARE MADE B P NNEL DESIGNATION A: VOLTS 120/240 AICRATING 22,000 A PRESSURETER A`NAI,BITNI IN'O OFF s,.'R S3'D CONDJCTORS IN OUNTING FLUSH PHASE 1 BUSS RATING:225 AMP HVAC (MOTOR COMPRESSOR HEATER SIZES) OR OTHER APPROVED MEANS OF TERMINATION. E 4CLOSURE TYPE NEMA1 -:MCB RATING:.225 AMP OPERATION VOLTAGE 197 MIN. 253 MAX. * ROVIDE GFEPD BREAKER OCIJ R 35oR 11.8 FLA 83: LRA 2. ALL CONDUCTORS ARE COPPER;TYPE THEN/THWN •PROVIDE BREAKER LOCKOUT DEVICE O..T JRAN 2.5 FLA 1/3 HP 3. RATING OFSTANDARD.PANEL IS 22,000 A.I.C. WDOOt IT ONER FAN 2.8 FLA -/2 4P WIRE CONNECTED LOAD(VA) WIRE _ IILA H, 10 KVA 240 VOLT 4 WIRING METHOD IN METALLIC CONDUIT OR M.C.CABLE. - CKT CIRCUIT DESCRIPTION - TRIP SIZE B SIZE TRIP DESCRIPTION CKT ,�.� , Iv, 11 C;^CUIT AMPS. 79 AMPS 1 LIGHTING 20 12 1034 I 7052 4 80 HVAC 2 VAX II OVERCURRENT PROTECTION 80 AMPS 5. BREAKER DOCK OUT DEVICE SHALL BE INSTALLED ON ALL 3 RECEPTALES 20 12 720 7052 / / / 4 PERMANENTLY CONNECTED APPLIANCES.2020 NEC 422.31 O'I RCURFLHT Pj'TL.,�.ON "_r..�-UL D_A LLEMENT 5 RECEPTALES 20 12 900 7052 4 BID HVAC 6 7 RECEPTALES 20 12 540 7052 8 TIME DELAY FUSE OR HACK CIRCUIT BREAKER 6. HVAC DISCONNECTS SHALL BE LABELED WITH AN IDENTIFICATION /. / / 9 RECEPTALES 20 12 900 3600 8 30 WATER HEATER- 10 INTERNAL SERVICE DISCONNECTS PROVIDED PLATE SI-C A,NC_.1 IT SO_:;: A,NE_BOARDS.CIRCUIT NUMBER ADD EQUIPMENT SERVED.WAD 296-46B-110 022 ll RECEPTALES 20 12 540 36DO / / / 12 13 'RECEPTALES 20 12 720 36DO 8 30 WATERHEATER" 14 HOMERUN 7. EXTERIOR WEATHER PROOF GFCI SHALL HAVE A'HEAVY DUTY" FIXTURE -75 HEATTRACE" 20 12 500 3600 16 EMBEDDED TO PANEL WEATHERPROOF ill USE"COVER.2020 NEC 406.9(B)(I) / / / 17 SPACE SPACE 18 OCCUPANCY/ (TYPICAL) 8, CONTROLLED RECEPTACLES SHALL BE LABELED PER 2020 NEC 19 SPACE SPACE 20 DAYLIGHT PLUG LOAD H= HOT(BLACK) 406.3(E)WITH THE TEXT"-CONTROLLED'ANDTHISSYMBOL b 21 SPACE SPACE 22 SENSOR CONTROL RELAY N= NEUTRAL(WHITE) .(TYPICAL) (TYPICAL) H N S= SWITCHED HOT 9. 16 c; 23 SPACE SPACE 24 - ER HEATER BRANCH CIRCUIT BREAKER SHALL BE CAPABLE OF 25. SPACE SPACE 26 (RED) BE C LO.r,_D.,',.i.I IF OF N,.CR LAVEA OCAL 27 SPACE SPACE 28 N =CONNECT.2020 NEC 422.31 Pi 29 SPACE SPACE 30 ji. l 10 HEAT TRACE RECEPTACLE SHALL BE PROTECTED BY A GROUND 31 SPACE SPACE 32 �oO s B A LET EQUIPMENT PROTECTION DEVICE SENSING LEAKAGE 33 SPACE SPACE 34 /"'' b CL .-N FOV 6m4 T ,-A-2- C L2/.22 35 SPACE SPACE 36 I 11 H,-LAN N T, IJI T .. !AY 3ERUN DIFFERENT 37 SPACE. SPACE 38 71 THE aNBAS_�ON OBS _NOOJNTERED. 39 SPACE FLITURESOIAR 40 WIRELESS 41 SPACE / 42 COMMUNICATION 51-11CWAC2018WSEC: BETWEEN SENSORS HALF TOTAL LOAD: 24858.0 23604.0 AND PLUG LOAD CONTROLLED CONNECTEDLOAD CONTROLS HALF CONSTANT 1. A /LM O >._, IIG: T +.h.SHAVEE/+r;DED - TOTAL AMPS: 207.2 1 196.7 POWERED C )_'ANCY AND LP'LICHI SENSORS FOR INCREASED ENERGY RECEPTACLE ..A�i�GS,AND ARE IN.JIVIDUALLY ADDRESSABLE. (TYPICAL) d ELECT [CAL PLAN REVIEW LOAD CALCULATION CALC BY:SHANE PEDROLI TYPICAL CONTROLLED RECEPTACLE.:.ONE-LINE _.NM:S A�IUSSTAB E BY OF 90FOCCUP NLIGHTINGITS,FOR CCUPAILTET FOR O U FO,1V TO RT VIP. o PROJECT INFO:20355-56 ARLINGTON SO EAGLE CREEK :DATE:5/2/2023 '/ALL°ODS. OF RECEPTACLES IN CLASSROOMS,PRIVATE OFFICES,OPEN OFFICES,CONFERENCE ROOMS,COPY ROOMS,AND INDIVIDUAL PANEL A VOLTAGE:.220/240 PHASE: 1 AMPACITY: 225 "'3 4 FLEX STUB UP AND 2 PVC STUB THTOUGH o / BY - NORKSTATIONS,ARE CONTROLLED BY LOCAL OCCUPANCY SENSORS FED F M:EXISTING SERVICE AIC RATING: 22,000 FOR FUTURE BY S OLAR 225 AMP FEEDER PANEL (3)BLAZER/0 c THHN \ 4. FUNCTIONAL PERFORMANCE TESTING SHALL 8E PERFORMED VA DEMAND PHASE PHASE NEUTRAL NEUTRAL PATHWAY � DESCR PTION NOTES MAIN BREAKER (1J/j4 cu LOAD FACTOR A B - A B 120,7240 1� ;WIRE ON SITE E.'OTHERS) 5. THE MAXIMUM VOLTAGE DROP ACROSS FEEDERS AND BRANCH CIRCUITS n LIGHTI G TO BE DETERMINED ON SITE AND SHALL NOT EXCEED 5% w EXTERI R LIGHTING ) 120 1.25 150 150 225 AMP g4 Cu GEC Tu 6. -HIS STRUCTURE IS DESIGNED FOR COMPLIANCE WITH REQUIREMENTS OF 'a INTERI R LIGHTING 864 1.25 1080 LIFER BY OTHERS 1080 2018 W„E_„LC,I.C?.�4I I�SOLD.:­_1,AD.TFSS ITS NO n SOLAR ARRAY : EXHAU FANS 50 1.25 63 63 1/2"PVC CONDUIT STUB (IF ftEQUIREJ) EITHER MCJNTED ON THE GROUND OR ON AN AD.ACE`,'3L'ILD'NO : DOWN BY BLAZER FOR FUTURE GROUNDING AND $4 Cu GEC TO 7. THE MINIMUM REQUIRED SOLAR ROOF AREA REQUIRED B T 20°WSEC RECEPTACLES BONDING GROUND RODS Y C411.2 SHALL BE THE SMALLER OF THE FOLLOWING T TOTAL 4320 1.00 2520 1800 1510 1800 : BY OTHERS Lao% T-It %;:r--AREA IF REQUIRED) v O 1792 SQ.FT.x 40%=717 SQ.FT. _ HVAC(MOTORS) 2.20% hE_E R.' :.�F.C-SIZE NIL TOTAL 8208 1.00 4104 4104 R,OLS. �4„�_JAx<0%=10800 VA/IO VA=10805Q.FT w 6a I LARGE T 2832 0.25 354 354 I ----- _ - --!4 1 Pr.;7 1vAair r;cn FORM A COM�LE-E GROUNDING ELECTRODE SYSTEM PER 2020 dorl) HEATI G 20000 1.00 1OD00 1OD00_ c 0 wATE HEATERS(3) 14400 1.00 7200 7200 NEC 250.53. PPCL'OED AND INSTALLED ON SITE BY OTHERS III o� HEAT IRACE 500 1.00 500 Soo Q I ,tom:letter f 1F th, IT TOTAL PHASE PHASE NEUTRAL NEUTRAL WASHINGTON-SPACE BY SPACE LIGHTING POWER DENSITY PER 2018 WSEC C405.4.2-2 ( 1 01 T - t e S : Coen A B A B SPACE WATTS SQ.FT. OPTION 1 OPTION 2 1 Big„ri,yeor and,i weal ur ','� DESIGNATION SQ.FT. SPACE TYPE ALLOWANCE BASE* REDUCTION"• REDUCTION*• - M VA 25471.0 23958.0 3813.0 1 2300.0 CLASSROOM 768 ..CLASSROOM 0.71 545 490.8 436.2 j AMPS 212.3 199.7 31.8 19.2 CLASSROOM El 7,38 CLASSROOM 0.71 54S 490.8 _ 436.2 STALL OF'P,aSHINGTON LARGE T POWER PHASE 25471.0 VA LARGEST NEUTRAL PHASE 3813.0 VA RESTROOM 1 62 RESTROOM 0.63 33 29.5 26.2 DEPI o1 LABOR AND w 6 T 212.3 AMPS 31.8 AMPS RESTROOM INI)1 SI RIES i6 RESTROOM 063 35 31.8 28.2 - - - -- - - -- RAS PLAN REl1I4T SLCI ON ?g NOTES - TOTAL SQ.FT. 1644- - - - TOTAI ALLOT EnI 10427 926.9 4EPROVII YI - I TOTALASTAI I FD 864.0 864.0 Q(j ).2 0003 PASS ORFAIL PASS _PASS SL BJFCT 10 CODE L AND FIELD INSPECTION FSSSTEI�'Cxt' *BASE=SO.FT.z ALLOW ED WATTS PER Sq.FT.-TABLE C405.4.2(2) 3/"Al 6� °o **OPTION 1 SEDUCTION=BASE s.90(C406.3.1) **OPTION 2 REDUCTION=BASE z.80(C406.3.2) m SIGNED 06/01/202 E1221F123 ELECTRICAL ENGINEERING SRP COPYRIGHT 2023,BLAZER INDUSTRIES,INC. M MODULAR CLASSROOM fOr. ApprovedforcanerTHI4 ATFRIAL IS THE EX LUSIVF P OPERTY Jab No: 2035: I CUSTOMER REVISIONS SRP of 1 IL :S IHILS IN ANDS ALL ■■ �) �� 28X� File CopyENGINEERING REVIEW HEM NOI BLH PFtO .iCFD U F7 off DIS OSED V ARLINGTON SD - EAGLE CREEKESTO )FHFH LXC LI`I S AUTHO17FD HV HE �� srR Nc eoz 4se WA Pacific Mobile Drawn 0v: MKL ��REVISION BY wRTTFN HinISS ON OI 51 A7FHINDUS RILS. �� e4e Ivey sl. • Acme,a OR9°_-T- ARLINGTON,WA Issue Date: 5/3/2023 N O N PF,-d 21 Of 110 Expires 06130/20 1srr�slsuu _ Q - 1 7 )ORO CRAWL SPACE INTAKE 1 CRAWL SPACE FAN END COLUMN INTERIOR 2x8 BLOCKING COLUMN AT COLUMN FINISHED 2x8 BLOCKING 16 x 8 VENTS � GRADE AT COLUMN " SEE NOTE #11 FOR QTY. 9't ___ _______ ji Ii i -� (3) 4x10 POSTS, ��2x4 w/(2)'0.148 SITE INSTALLED NAILS TO EACH 4x10 2x6 PT SILL \o ==o===o===a CONT. #4 HORIZ.¢ 12d or 16d BOX �I r"P� 32 0" - �t BAR ®18"oc "� (3) SIMPSON PA18 (OR MASA) NAILS (TOENAILED) N s_t d STRAP w/(6) 0.148 x 1Yz' E.G. °• °• °• io st / r 4®48"oc NAILS INTO POST ONE STRAP / r �7 _( o- 1' n ¢ / Ir # ON BACK.SIDE) ( 30#ASPHALT'SHINGLE O 1 .�.r-....I-._ CJ_—_ \❑_).__-._. ..1- �........ �_ .0 .- ._ __..1_.L 7 \ r a.-O„ 8'-0.. 8'-0" 8'- BaO" 8,-0„ 8,_O„\, �i . I � 24" � i — +, uuu 1. n III I �1 n iI 1 15'-0„ 6'-0„ 6,-0" 6,_0„ 6'-0" 6'-0 6,_0„ 6._0., 6,-0„ L 6'-0„ �51_01 —Ill—III—III (3)#4 BARS EACH WAY _m-�-i 7- #4 RE AR EACH WAY I- L------------- ----- - --- - '30" SQUARE 54" SQUARE =RA - - FOUNDATION PLAN END COLUMN DETAIL 2 INTERIOR COLUMN FOOTING DETAIL 1/8 = 1 GENERAL NOTES: 28' WALLS (1 & 21 1. FOUNDATION SYSTEM IS ENGINEERED ONLY FOR USE WITH BUILDINGS MANUFACTURED BY BLAZER INDUSTRIES, INC. TOD AIL RIM TO SILL w/16d HOT DIP TOENAIL RIM TO SILL w/16d HOT DIP GAL.BOX NAILS 012"oc. GALV. BOX NAILS 012"oc. 2 MINIMUM PROPERTY LINE SETBACK IS 10'-0". a FAS N SHEAR STRIP TO RIM AND SILL 'FASTEN.SHEAR STRIP TO RIM AND SILL 3. BUILDING DESIGN LOADS ARE AS FOLLOWS: WITH 8d HOT DIP GALV.'BOX NAILS 0 ,' WITH Bd HOT DIP GALV.BOX NAILS 0 ROOF.........30 PSF(SNOW) r' 6"oc 4"oc. WIND..........110 MPH EXPOSURE"C (V) FLOOR.........40 PSF or 1000 LEE. USE SIMPSON MASA OR 1f"ANCHOR USE SIMPSON MASA OR$"'ANCHOR SEISMIC.......SITE CLASS D.SDS=1.200, SD1=0.680 BOL OR EQUAL ANCHORS 0 6'-0"oc BOLTS OR EQUAL ANCHORS 0 4'-0"or rr 4. ASSUMED SOIL ALLOWABLE BEARING PRESSURE TO BE 1500 PSF AND 3J¢"TO ES.FROM END OF AND 3Yz"TO 12' FROM END OF MUDSII_L VERIFY WITH LOCAL BLDG OFFICIAL). MUD ILL PIECES. PIECES. ( ). NOTES: 5. ALL PERIMETER FOOTINGS TO BE MIN. 12"BELOW GRADE STEM WALL HEIGHT SHALL NOTEXCEED AT THE BOTTOM OF THE FOOTING, OR AS REQUIRED BY 4 FT.FOOTING DEPTH TO BE AS LOCAL CONDITIONS. REQUIRED BY BUILDING OFFICIAL. 6. CONCRETE TO BE MINIMUM OF 2500 PSI AT 28 DAYS, B 7. PROVIDE BLOCK-OUT IN STEMWALL FOR ELECT. STUB DOWN 2x8LVL RIM ` A OR C 8. REINFORCED STEEL: GRADE 60,PLACED 3"CLEAR OF BOTTOM LAP BARS MIN. 24"AT ALL SPLICES AND CORNERS. N NOTE: lO&Q -_ 9. CRAWL SPACE ACCESS IN FOUNDATION STEM WALL. ACCESS Q WISHED SIMILAR DOOR,DOOR FRAME AND LOCK PROVIDED.BY OTHERS. a' GRADE 10. USE fi MIL BLACK POLYETHYLENE UNDER ENTIRE BUILDING WITH �> JOINTS OVERLAPPED 12". 4, 4 x'6 POST 12d or 16d BOX 4s8 DF#2 BEAM 12d or 16d BOX NAILS 11. VENTING: REFER TO FLOOR PLAN FOR VENT LOCATIONS. .NAILS (TOENAILED TOE-NAIL EACH SIDE MECHANICAL VENTILATION IS PROVIDED AT A RATE OF 1.0 .1TL�-�- 04x4 POSTS 0 4'-C"oc MAX. CFM FOR EACH 50 S.F.OF CRAWLSPACE AREA(34 CFM MIN p iME PER IBC SECTION 1203.4:2 EXCEPTION 3). FANTECH FG-4 WILL ATATEOF WASHING'FC 2x6 PT SILL ASPHALT SHINGLE BE LOCATED IN THE ELECTRICAL ROOM. VENT PIPES WILL DEPT.OF LABOR ANI SIMPSON MASA -OS GU S PLYWOOD EXTEND FROM THE BOTTOM OF THE FLOOR THROUGH THE. o OSB GUSSET INDUSFRf/S SHEAR CONT. #4 HORIZ. � STRAP w/ 4- tOd x 1�" CONCRETE PAD w/(3)8d NAILS INTO BEAM BUILDING AND OUT THROUGH THE ROOF. PAS FLAN REVIEW/SECT STRIP BAR ®18"oc J E.G. NAILS INTO POST w 3'8d NAILS INTO POST OPTION: P944 ASPHALT SHINGLE *AT STEMWALLS;USE /O APPROVED ` PT 2x4 TIGHT FIT - OPTION: PC44 or AC4 12.'BOLT BUILDING TOGETHER AT M00. LINE AS FOLLOWS: 06/12/2023 #4 ®48"oc CONCRETE PAD FROM TOP OF FOOTING rn g z ..._..` `. SUBJEcr EO CODE: ir1 AND TOE-NAIL TO RIDGESEAMS......1/2"BOLTS WITH 1.1/2"DIAMETER (2) #4 REBAR BEAM.ALT.-USE MIN'.' WASHERS AT 6'-0"dc AND 8"FROM ENDS. :A]'D E9F;E,D INSPF.C'I'I( 1$" DEEP BEAM _- POCKET. SHIM WITH m „FLOOR.RIMS......1/2" BOLTS WITH 1 1/2"DIAMETER u 6 MIL. VAPOfiP4„ 0 FELT AS NEEDED WASHERS 0"o AND 8"FROM EN j • ;BARRIER •.. . # 11 IQ �Sl - E.r 06/C 3 ASH ^�/_ �" !LIII — -18' SQUARE I -12" TfriTiit II 'ill OR 1'.-8'DIA. -III=1IOR 1_8 DIA. E 3 STEMWALL FOOTING DETAIL 4 MODLINE FOOTING DETAIL 5 MIDSPAN FOOTING DETAIL350 APF c 1„ - 1' 0" 1-0 0�4,�sorsTEaF, SS ONAL V" 0 .0 5/31/202 t CUSTOMER REVISIONS MKL COPYRIGHT 2023,BLAZER INDUSTRIES,INC. MODULAR Appravetl for Caest' Job N. 203 THIS MATERIAL IS THE EXCLUSIVE PROPERTY CLASSROOM for: OF BLAZER INDUSTRIES,INC.AND SHALL ■■ 28x64 File Copy: 3 NOT BE REPRODUCED,USED,OR DISCLOSED ARLINGTON SD - EAGLE CREEK ES TO OTHERS EXCEPT AS AUTHORIZED BY THE INousTRiEs.INc. Drawn By. MKL �m n DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. Boxaes wwwbiazeri"a.<om WA Pacific Mobile ARLINGTON,WA ■■ s Olney sl. • Aumsville,OR 9)925-Od89 Issue Date 6/i/2023 r� w 0 N Page 22 of 110 Expires 06/30/2 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 1216 E 5TH ST Permit#: 5406 PERMIT EXPIRES 180 DAYS AFTER Parcel#:31051200200300 DATE OF ISSUANCE. Scope of Work: Install two modular classroom buildings with two classrooms each Valuation:602000.00 and two single stall bathrooms connecting to water and sewer utility. OWNER APPLICANT CONTRACTOR ARLINGTON SCHOOL DISTRICT 16 Chris Lilley PACIFIC MOBILE STRUCTURES 315 N FRENCH AVE 2111 Pacific Avenue 13806 45TH Ave NE ARLINGTON,WA 98223 Tacoma,WA 98402 Marysville,WA 98271 253-383-3084 360-658-6364 LIC:600 498 022 EXP:06/30/2024 LIC:PACIFMS033DC EXP: 11/08/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL BUILDING CODE YEAR: 2018 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: E;Education BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. ALES TICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your s� s t x return form and coded City of Arlington#3101. 08/01/2023 Applicant ISignaturc Efate Building Official Date CONDITIONS ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 08/01/2023 Building Plan Review $3,636.83 08/01/2023 Processing/Technology $25.00 08/01/2023 Building Permit $5,595.12 08/01/2023 State Surcharge-Commercial $25.00 Total Due: $9,281.95 Total Payment: $0.00 Balance Due: $9,281.95 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail H � •� z z 0 0 O � U� N U •• O y Q W V •cam LO d•' � W H O w z 3 ... z as WPCcu c y `J (•� --� Z � y w CD O aj "�'' U U ate• Q Qy F, PC CA ' Z G� cz � Az wO Qo cz rim 0 A w w w 0-4 GQ o •o 6 c� Q y Un U o ^ � E-4wN Z ON w On = ¢ :::s E-4 W N oozy � z y � wo c x zb zo � a O 4-1 � r.D C zQ H w . z z 0 0 W O OLO Ll .•, a po z m a cr a a Oww o fs, a >- E z � o 0 A4 C r' Z cz U C V Q cz �' cz H w O o � wzU4t �+ u �; w z w < o E-4 ¢ as wx o z� x z U o " W m T, w OQZQ � F w N o o z � Z y zz � w x 6 z CZ poz ,nz o m Q p Q O z .. a w F z Q F w Permit#: 5406 Permit Date: 06/15/23 Permit Type: COMMERCIAL BUILDING Project Name: Eagle Creek Elementary School Applicant Name: Chris Lilley Applicant Address: 2111 Pacific Avenue Applicant, City, Tacoma,WA 98402 State, Zip: Contact: Chris Lilley Phone: 253-383-3084 Email: chris.lilley@mcgranahan.com Scope of Work: Install two modular classroom buildings with two classrooms each and two single stall bathrooms connecting to water and sewer utility. Valuation: 602000.00 Square Feet: 1673 Number of Stories: 1 Construction Type: VB Occupancy Group: E; Education ID Code: Permit Issued: 08/03/2023 Permit Expires: 02/02/2024 Form Permit Type: COMMERCIAL BUILDING Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ARLINGTON 31051200200300 1216 E 5TH ST SCHOOL DISTRICT 690 EDUCATION 16 Contractors Contractor Primary Contact Phone Address Contractor Type License License# PACIFIC MOBILE 360-658-6364 13806 45TH Ave CONSTRUCTION COA 600 498 022 STRUCTURES NE CONTRACTOR PACIFIC MOBILE 360-658-6364 13806 45TH Ave CONSTRUCTION Labor and PACIFMS033DC STRUCTURES NE CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status O1/04/2024 C20.BUILDING Also has a fire inspection at 01/05/2024 01/05/2024 BUILDING Approved FINAL 9am 08/28/2023 Inspection Underfloor 08/29/2023 08/29/2023 BUILDING Approved 08/18/2023 CO2.FOOTINGS 08/21/2023 08/21/2023 BUILDING Completed 08/18/2023 Inspection Downspouts 08/21/2023 08/21/2023 BUILDING Completed 08/16/2023 CO3. 08/17/2023 08/17/2023 BUILDING Approved FOUNDATION/SLAB Plan Reviews Date Review Type Description Assigned To Review Status 06/15/2023 COMMERCIAL No comments,LT&KS PW-ADMIN-GIS Approved BUILDING 06/15/2023 COMMERCIAL BUILDING Approved BUILDING 06/15/2023 COMMERCIAL No comments.Class 1.SB PW-SEW-REV Approved BUILDING COMMERCIAL No Comment 06/15/2023 BUILDING PW-WAT-REV Received 06/15/2023 COMMERCIAL Meets Land Use Requirements.Zoning Permit issued June PLANNING Approved BUILDING 27,2023. Fees Fee Description Notes Amount Building Plan Review Table 4-2 $3,636.83 Processing/Technology $25.00 Building Permit Table 4-1 $5,595.12 State Surcharge-Commercial Commercial Only $25.00 Credit Card Service $278.46 Total $9,560.41 Attached Letters Date Letter Description 08/01/2023 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount O1/10/2024 XBP Con£ $9,281.95 162838103 O1/10/2024 Arlington School 162838103 $278.46 Outstanding Balance $0.00 Notes Date Note Created By: 06/16/2023 Robbie Taylor sent copy of endorsement for City of Arlington. Brittany Harrell 06/15/2023 Civil and Land Use running concurrently,so Building should not be issued prior to those being Brittany Harrell issued. 06/15/2023 Emailed Robbie Taylor for Pacific Mobile Structures notifying them they need to obtain an Brittany Harrell endorsement on their Business License for COA. Uploaded Files Date File Name O1/11/2024 18172920-2024 BLD5406 Portable#2 TCO.pdf O1/11/2024 18172921-2024 BLD5406 Portable#1 TCO.pdf 08/03/2023 16397455-20230803 BLD5406 IssuedPermit.pdf 06/15/2023 15775681-20230614 EagleCreekPortables Specs.pdf 06/15/2023 15775636-20230614 EagleCreekPortables ProjectNarrative.pdf 06/15/2023 15775634-20230614 EagleCreekPortables Plans.pdf 06/15/2023 15775620-20230614 EagleCreekPortables Energy..pdf 06/15/2023 15775618-20230614 EagleCreekPortables Calcs.pdf 06/15/2023 15775612-20230614 EagleCreekPortables Apnlication.pdf Date: 06/08/2026 Permit#: 5406 Permit Date: 06/15/2023 Review Date: 06/15/2023 Permit Type: COMMERCIAL BUILDING Review Type: COMMERCIAL BUILDING Target Date: 07/05/2023 Scheduled Time: 00:00 Completed Date: 06/27/2023 Description: Meets Land Use Requirements. Zoning Permit issued June 27, 2023. Review Status: Approved Assigned To: PLANNING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes 06/27/2023 Zoning Permit issued June 27, 2023. Property Information Parcel#: 31051200200300 ARLINGTON SCHOOL DISTRICT 16 ARLINGTON SCHOOL DISTRICT 16 315 N FRENCH AVE 1216 E 5TH ST ARLINGTON, WA 98223 Zoning: 690 EDUCATIONLot: Block: