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20130332 Permit Pkg 09202013 'f''�oF r"�p,P'�' City of Yelm Permit No.: 20130332 s � � � Community Development Department Issue Date: 9/20/2013 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 YELM ""'""°" Fax: (360)458-3144 Applicant: Name: YELM COMMUNITY SCHOOLS Phone: 360-458-1900 Address: P.O. BOX 476 YELM WA 98597 Property Information: site Address: 16525 100TH WAY SE Owner: YELM COMMUNITY SCHOOLS Assessor Parcel No.: 64303600300 Subdivision: N/A Lot: N/A Contractor Information: Name: YELM COMMUNITY SCHOOLS Phone: Address: ERLING BIRKLAND P.O. BOX 476 YELM WA 98597 Contractor License No.: Expires: 0/00/0000 Project Information: Project: NEW COMMERCIAL BUILDING Description of Work: PORTABLE CLASSROOM Sq. Ft. per floor: First Heat Type (Electric,Gas, Other): Second Third Garage Basement Fees: Item Contractor Fees NEW COMMERCIAL BUILDING YELM COMMUNITY SCHOOLS $ 300.00 TOTAL FEES: $ 300.00 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently Final Inspection: registered in the State of Washin�t ``.__..__...__-_Y . , Signature � Date j �� "� Date: � �% �� B Firm �!_-`�'/Z� (�til�G�lC�,'di1�'`� =�C�/�f'L � y� _ o�` �' City of Yelm Permit No.: 20130332 � Community Development Department Fee Calculation Worksheet � Building Division Phone: (360)458-8407 `�`" " Fax: (360)458-3144 Applicant: Name: YELM COMMUNITY SCHOOLS Phone: 360-458-1900 Address: P.O. BOX 476 YELM WA 98597 Property Information: Site Address: 16525 100TH WAY SE Owner: YELM COMMUNITY SCHOOLS Assessor Parcel No.: 64303600300 Subdivision: N/A Lot: N/A Project Information: Project: NEW COMMERCIAL BUILDING Description of Work: PORTABLE CLASSROOM Sq. Ft. per floor: First Heat Type(Electric, Gas, Other): Second Third Garage Basement Fees: Item Units Fees BUILDING PERMIT 67,240 $ 300.00 TOTAL FEES: $ 300.00 PAYMENTS MADE: S 0.00 BALANCE DUE: � 300.00 Cit� af Y�lm (36 ) 458-8402 REC#: t70139440 9/20/2013 �:53 AM OPER: CG TERM: 001 �EF#: 1887 �fRAN; 33.0000 BUILDING PERMITS 20130332 300.00CR YELM COMMUNITY SCHOOLS 16525 100TH WAY SE BLQ-COM1 300,QOCR TENDEREq: 300.00 CHECK APPLIED: 300.00- CHANGE: O.Qa �0/�0��3� CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: /!5�2 5' /v0�-�cJ��/ �c� Parcel#:�5�3 U 3lQ o v:�UU Zoning; C'/ -.r�J ��21p Current Use: .Z-(, Proposed Use: �� ❑ New Construction ❑ Re-Model/ Re-Roof/Tenant Improvement ❑ Plumbing ❑ Mechanical ❑ Fire Prevent/Suppress/Alarm �Other Project Descr�on/Scope of Work: /unn��3 cc-- ��,as s� t,�,.-` Project Value: �'7' 25�C'� Building Area (sq. ft) Parking Garage �tJ 1 S' Floor�2"d Floor .✓� 3`d Floor ti%/�-- / Building Height /� Are there any environmentally sensitive areas located on the parcel? �� If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER/TENANT NAME: `/�Z`n (�.��,irr,�,y.t_-�� 5 er,•„�,�� ADDRESS � � ! � 7 � EMAIL tiic�t!rc y—i-31,ze�c-cs�„d,>(1��ic/t'H�+�-T CITY G-ZrvL. STATEwf'-�- ZIP Ci�' �?' TELEPHONE ��'oc�- �3S�g='Z95` ��`J ARCHITECT/ENGINEER - LICENSE# ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERALCONTRACTOR 'R�rnm ��-ssr�ry< J TELEPHONE ;�!'a• Z�i(o • /lr,z ADDRESS�(rc*va C'f/��c-�,;c�,�sc�a,� ,��,r✓�� S .Z c� EMAIL3�z��cs-.�/,,..�-� ��,,��z��,r,y,.., �,� CITY�T�;�.va�a STATE zcJxa ZIP CiS'/Frb' FAX�;,� -�'i/- ��fy/ CONTRACTOR'S LICENSE#4/T��rsz,��,2<<AEXP DATE�CITY LICENSE# PLUMBING CONTRACTOR �?-� TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# MECHANICAL CONTRACTOR �/G�-- TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# �Copy of City Mitigation documentation(TFC). I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. �._._ �'� /� .3 AppliF nt's Signa ure D te Owner Contractor/Owner's Agent/Contractor's Agent/Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Auenue West (360)458-3835 PO Box 479 Yelm, WA 98597 (360)458-3144 FAX www.ci.yelm.wa.us 201304.17.1 IBC 2012 SW-FDN Calcs PRE-FABRICATED MODULAR BUILDING-FOUNDATION CALCULATIONS-STANDARD SHEARWALL IBC 2012 Client: Williams Scotsman Occupant: Yelm School District Bldg Type: 28x32-Classroom Date: 9-Sep-13 Location Ft. Stevens E.S., 16525 100th Fdn.Type: Standard Shearwall w/Concrete Way SE,Yelm,WA 98597 Pads Pro'ect#: 201304 Task# 17.1.1 State s : WA 98597 , Tab/e of Contents MULTI-UNIT MODULAR BU/LDINGS (2) 14x32 UNITS-DOUBLE CLASSROOM BUILDING,Yelm 28x32-Classroom School District, Ft. Stevens E.S., 16525 100th Way SE,Yelm,WA 98597,WA W�°8�4 o��s � � ��, � ��o�� ,��'� RENEWS:49/27/2015 , , 1 of 4 PRINTED-9/9/2013 201304.17.1 IBC 2012 SW-FDN Calcs PRE-FABRICATED MODULAR BUILDING-FOUNDATION CALCULATIONS-STANDARD SHEARWALL IBC 2012 Client: Williams Scotsman Occupant: Yelm School District Building: 28x32-Classroom Ft. Stevens E.S., 16525 Date: September 9,2013 Location 100th Way SE,Yelm,WA C'IDN'a 25,40,1106,D,0.834,1500 98597 Pro'ect#: 201304 Task# 17.1.1 State s : WA 98597 I. DESIGN CRITERIA: � Building Risk Category, BRC II ASCE 7-10 Table 1-1 &IBC � 2012 . Dead Load: Roof, RDL= 12 psf Floor, FDL= 10 psf Wall,WDL= 9 psf Roof Live Load: SEAW-"SNOW LOAD ANALYSIS FOR WASHINGTON" Elev SL Coef GSL 347 0.015 20.00 Snow Load, RLL= 25 psf 35.7 Ground Snow Load Load Duration Factor,Cd= 1.15 % Floor Load: Classroom 40 psf ASCE 7-10 Table 4-1 Concentrated Live Load, p= 1000 Ibs. ASCE 7-10 Table 4-1 Partition, PDL= 0 psf ASCE 7-10 Section 4.3.2 Wind Load: Basic Wind Speed,V= 110 mph ASCE 7-10, Figure 26.5-1 B "a"Edge Pressure Distance= 3.60 ft ASCE 7-10, Figure 28.6-1 Roof Slope= 2 :12= 9.46 Degrees Edge Wind Pressure,Wep= 21.6 psf ASCE 7-10, Figure 28.6-1 Interior Wind Pressure,Wip = 14.4 psf ASCE 7-10, Figure 28.6-1 Average Wind Pressure,Wp = 16.27 psf ASCE 7-10, Figure 28.6-1 Exposure Category= B Exposure Factor,� 1.00 ASCE 7-10, Figure 28.6-1 Site Conditions Height of Hill, Ridge or Escarpment, H= 10 ft. ASCE 7-10, Figure 26.8-1 Height of Uphill Terrain in 2 mile radius 10 ft. ASCE 7-10, Figure 26.8-1 Slope mid-height to top of crest(horiz), Lh= 2000 ft. ASCE 7-10, Figure 26.8-1 Distance from Crest to Building,x= 2000 ft. ASCE 7-10, Figure 26.8-1 Is hill, ridge. Escarpment isolated by 100H or 2 Yes=O, No=1 1 ASCE 7-10, Section 26.8 Does the Hill protrude above height of the uphill Yes=O, No=1 1 ASCE 7-10, Section 26.8 terrain by a factor of 2? Is Structure located in upper 1/2 of hill/ridge or near Yes=O, No=1 1 ASCE 7-10, Section 26.8 crest of escarpment Is h/Lh>0.2 Yes=O, No=1 1 ASCE 7-10,Section 26.8 Is H > 15, Exp C&D,or>60 for Exp B? Yes=O, No=1 0 ASCE 7-10, Section 26.8 H/Lh= 0.005 K1 = 0.29 ASCE 7-10, Figure 26.8-1 x/Lh= 1 K2= 0.67 ASCE 7-10, Figure 26.8-1 z/Lh= 0.005 K3= 0.87 0.169041 ASCE 7-10, Figure 26.8-1 Wind Topographic Factor, Kz= 1.00 ASCE 7-10, Figure 26.8-1 Design Wind Pressure, Pw=Wp*�*Iw*Kz= 16.3 psf ASCE 7-10 Equation 28.6-1 Seismic: Ft.Stevens E.S..16525 100th Wav SE.Yelm,WA 98597 46.942 E Total Weight,Wtot= 33.43 psf 122.586 W Snow Load %Used in Seismic Design= 0% ASCE 7-10 Section 12.7.2 Seismic Site Class= D ASCE 7-10 Section 20.3 Mapped Spectral Accelerations, short periods, Ss= 1.250 0.4975 ASCE 7-10, Figure 22-1 Site Coefficient, Fa= 1.00 1.50 ASCE 7-10 Table 11.4-1 Max.Spectral Response, SMS= Fa*Ss= 1.25 0.75 ASCE 7-10 Equation 11.4-1 Design Spectral Response, Sos=2/3"Snns= 0.834 0.50 ASCE 7-10 Equation 11.4-3 Response Modification Coefficient, Rw= 6.5 ASCE 7-10 Section 12.14-1 Seismic Design Category= D ASCE 7-10 Table 11.6-1 Redundancy Factor, ps= 1.00 ASCE 7-10, 12.3.4 Seismic improtance Factor, le 1 ASCE 7-10,Table 1.5-2 Total Shear, pst=F*Sos*WtoURw= 4.29 psf ASCE 7-10 EQ 12.8-1 2 of 4 PRINTED-9/9/2013 201304.17.1 IBC 2012 SW-FDN Calcs PRE-FABRICATED MODULAR BUILDING-FOUNDATION CALCULATIONS-STANDARD SHEARWALL IBC 2012 Client: Williams Scotsman Occupant: Yelm School District Building: 28x32-Classroom Ft. Stevens E.S., 16525 Date: September 9,2013 Location 100th Way SE,Yelm,WA C'IDN'a 25,40,1106,D,0.834,1500 98597 Pro'ect#: 201304 Task# 17.1.1 State s : WA 98597 Dimensions: Unit Length, L= 32 ft. d Module Width, MW= 13.83 ft. Width,W= #Units= 2 27.66 ft. � Wall Height,Wht= 9.00 ft. Roof Height, Rht= 2 :12 Slo e 2.31 ft. Floor Height above NG, Fht= 29 inches 2.42 ft Building Ht Coeff, Htc= Rht+Wht+Fht-15 1.00 #of Floor Spans per Module 2.00 Clear Distance between supports, L2a= 6.92 feet II. FOUNDATION DESIGN A.Foundation Components Individual Bearing Pads-Precast Concrete Bearing Pads OR P.T.Wood Pads Depth of Structural Base or Paved Surface 4 inches Width,wbp= 16 inches 11.25 Length, Ibp= 16 inches 24.00 Minimum Bearing Area, BA= 576 Sq. Inches 616 IBC-T.18.4.2 Allowable Soil Bearing Pressure, [Class 4]Q= 1500 psf. By Others Allowable Load, Pbp=(BA)/144*Q= 6000 pounds 6416.7 # Anchors-Sing/e or pouble Helix Auger'Type OR Cross-Drive W/Stabil'X'Plate Allowable Anchor Capacity,Anchc= 4725 Ibs. Ultimate) Sheathing Attachment,End Walls-7d Nails Sheathing to Rim Joist, 6 in. o.c 160 plf Sheathing Attachment,Side Walls-7d Nails Sheathing to Rim Joist, 6 in. o.c 160 plf Spacing Maximum Spacing Pads on Exterior/Interior Pads 6 ft. 8 ft. B.Exterior Pads-Classroom(Floor and Roof Loads,Around Perimeter) Exterior Uniform Floor Load, ufll=(FLLu+FDL+PDL)L2a/2+(RLL+RDL)"MWi 510 Ib/ft. Max. Pad Spacing, Mps=Pfla/ufll= 6.00 ft. 6.00 ft. Use: (5)16-inch x 16-inch pad @ 6-ft o.c.supporting exterior frames on 4-inches of Structural Base of Pavement. C.Interior Pads-Classroom(Floor Loads Only) Interior Uniform Floor Load, ifll=(FLL+FDL)`MW/2= 346 Ib/ft. Max.Pad Spacing, Mps= Pfla/ifll= 8.00 ft. 8.00 ft. Use: (4)16-inch x 16-inch pad @ 8-ft o.c.supporting interior frames on 4-inches of Structural Base of Pavement. D.Column Pads(Roof Loads Only) Mateline Roof Beams Uniform Roof Load, mbrl=(RLL+RDL)"MW= 512 Ib/ft. Effective Mateline Beam Span, Mps=Pfla/mbrl= 11.73 ft. 12.54 ft. Use: (1)16-inch x 16-inch pads for eve 11.72-ft effective Mateline Beam Span. Use: Exterior Column Support 16 ft 2 Pads Use: Interior Column Support 0 ft 0 Pads 3 of 4 PRINTED-9/9/2013 201304.17.1 IBC 2012 SW-FDN Calcs PRE-FABRICATED MODULAR BUILDING-FOUNDATION CALCULATIONS-STANDARD SHEARWALL IBC 2012 Client: Williams Scotsman Occupant: Yelm School District Building: 28x32-Classroom Ft. Stevens E.S., 16525 Date: September 9, 2013 Location 100th Way SE,Yelm,WA FDN 25,40,110B,D,0.834,1500 98597 Criteria Pro'ect#: 201304 Task# 17.1.1 State s : WA 98597 � E.Lateral Design 1. Longitudinal Walls Anchors(Front&Back,Long Module Walls Loaded,End Shearwalls) , Uplift and Sliding Coefficient= 1.5 � Unit Wind Load, UWL=(Wht+Rht+FhU2)"Pw"`L= 6517 Ibs Governs Unit Seismic Load,USL=W"pst= 3796 Ibs Angle of Anchor Strap,Asa, Radians 0.50 29 degrees Effective Soil Anchor Resistance, ESAR @ Asa°= 4725 �bs. Building Weight= 29588 Ibs Building Weight Factor= 0.50 Foundation Friction Factor= 0.40 Gravity Resistance, GR= Building WT'Friction Factor= 5918 Ibs. OTM=Lateral Load*whU2 29325 Ft-Ibs RM=Building Wt*W/2 409202 Ft-Ibs Factor of Safety= RM/OTM 14 -No Uplift Anchors Required Use: (1)Anchors,Min.,Sheathing nailed w/8d @6 in o.c. 2. Lateral Walls Anchors(End,Short Walls Loaded, Longitudinal Shearwalls) Unit Wind Load, UWL=(Wht+RhU2+FhU2)"Pw'W= 5114 Ibs. Governs Unit Seismic Lateral Load, USLL= L*pst= 3796 Ibs. Angle of End Anchor Strap,Asea, Radians 0.00 0 degrees Effect. End Soil Anchor Resist.., ELSAR @ Asa°= 4725 Ibs. Building Weight Factor= 0.66 Gravity Resistance, GR= Building WT*Friction Factor= 7811 Ibs. OTM= Lateral Load"whU2 23014 Ft-Ibs RM= Building Wt*W/2 473407 Ft-Ibs Factor of Safety=RM/OTM 21 -No Uplift Anchors Required Use: (0)Anchors,Min.,Sheathing nailed w/8d @6 in o.c. 4 of 4 PRINTED-9/9/2013 t �`�1,.,�a._, SPECIFICATION SHEET � ■ ■■ ■: :: DESIGN LOADS: Date: 9/4/2013 Size: 28x32 Floor: 40 Customer: Williams Scotsman Description: Class�oom Wind: 110/B Location: 16525 100th Way SE Modular Roof: 30 - _ Yelm, WA 98597(Thurston County) Insignias: Washington Zone 4c Pro�ect: AEPA-Yelm School District MBI Seals-One per Module Fort Stevens Elementary School FOUNDATION All weather wood - Provided and installed on site by others - (6)tie down straps provided by Blazer FLOOR SYSTEM Joists: 2x8 @ 16"oc _ _ __ _ _ Rims: Single LVL 7-1/8" Joist hangers: On all rims Bottom board: Class "A"woven polyethylene fabric Insulation: R30- Use two layers of R15 unfaced fiberglass batt Decking (1st): 3/4"APA rated T&G -Glued and Nailed - PointSix Durastrand Decking (2nd): None I WALL FRAMING Framing (Exterior): 2x6 @ 16"oc with continuous single 2x6 top plate - Height= 97" __— - ------—_------ --- Plenum wall: (1) NC-35 SOUND RATED Columns: Wood end columns only Frame For: Doors, Windows and Wall Mount HVAC Unit ROOFSTRUCTURE Style: Gable - Roof pitch = 3/12 Framing: 2x10 Rafters @ 24"oc Bottom cover: Class "A"woven polyethylene fabric Ridgebeam: Continuous Double LVL 1-1/2"x 24" Rims: Continuous Single LVL 1-1/2"x5-1/2" Insulation: R38 Cellulose blow in NOTE: Provide insulation furring below rafters to allow for vent space above Sheathing: 7/16" OSB Architectural: 16" roof overhang Venting: Soffit& Ridge ; , t SPEC-17924-17925-Yelm SD-Fort Stevens Elementary Page 1 of 4 9/17/2013 �`�,.��._, SPECIFICATION SHEET � ■ ■■ ■i ii EXTERIOR WALL FINISH Insulation (Exterior): R21 fiberglass batt Sheathing: 5/8"exterior gypsum with treated core -4x8 square edge Moisture protection: Wrap lower 12"of building and corners with moist stop-Wrap building with Tyvek building wrap Wrap window and door openings Siding: 5/8" Duratemp T1-11 with grooves 8"oc-4x9 NOTE: No horizontal breaks in siding except at endwalls Trims: Corners: 1 x4 finger jointed Cedar-2"x2" galvanized flashing installed over siding and under corners Mod line: 1 x4 finger jointed Cedar-SHIP LOOSE to be installed on site by others Fascia: 1 x6 finger jointed Cedar Doors: 1 x4 finger jointed Cedar W indows: 1 x4 finger jointed Cedar Z flashings: 5/8"at bottom of siding and at gable end siding break -2" back leg and 3/4"front leg Soffit: 1/4" Fiber Cement Panel - Perforated as required for venting ______ Skirting: SHIP LOOSE (10)4'x8' sheets of 1/2" PT CDX painted UC46 plywood (painted)with (4)corners (6) 16"x8"aluminum vents NOTE: pT CDX plywood stamped rated for ground contact SHIP LOOSE minimum 2.5 gallons extra paint for skirting touchup on site by others Type of paint: Pittsburgh Paints ROOFING Roofing paper: 15 Ib felt-Two layers applied shingle style Cover: Pabco "Premier" (260 Ib)Architectural shingle- High Wind Application NOTE: Mop tar under shingles for 2'-0"from each eave toward ridge Ridgevent: Aluminum -SHIP LOOSE for site installation by others DOORS EXT/INT QTY SIZE TYPE HINGES LITE FINISH LOCK CLOSER PANIC 1 EXT 1 3'x6'8" HM/GALV SS-BBH PAINT CORBIN-RUSSWIN LCN von Duprin i WELDED NRP TEXTURED CONST. CORE 1461 22 L ! DOOR HARDWARE TO HAVE#626 SATIN CHROMIUM PLATED FINISH HM=18 ga.Insulated Steel door with 16 ga.Welded Steel Jamb- Weather-stripping,ADA Threshold and Blade Style Hager 705S Sweep GALV=Galvanized � WINDOWS EXT/INT QTY SIZE BRAND SLIDER GLAZING FINISH BLINDS OTHER W x H HORIZONTAL 1 EXT 2 4'x4' ATRIUM X DUAL WHITE MINI ARGON LOW E VINYL " GAS GALVANIZED FLASHING INSTALLED UNDER SIDING AND OVER TOP FLANGE OF WINDOWS UNDER TRIM INSTALL SELF ADHESIVE FLASHING OVER EXTERIOR FLANGES PER RECOMMENDED INSTALL PATTERN *SEE SPECIALTIES SECTION FOR MINI BLIND DESCRIPTION SPEC-17924-17925-Yelm SD-Fort Stevens Elementary Page 2 of 4 9/17/2013 ��;,.�,�._.., SPECIFICATION SHEET �� ■ ■■ ■: :: FLOOR COVER Entire building: Provided &installed on site by others Base: Provided & installed on site by others WALL COVER Insulation (interior): 1/2" Continuous foam board under wall finish at exterior walls only and above wall finish at gable ends -Cover foam board with 1/2"sheetrock above wall finish Entire building: 1/2"Vinylwrap Tackboard "Calcutta Tan"over 5/8"Type-X Sheetrock CEILING Entire building: 2'x4'T-bar grid and tile-Armstrong "Cortega"#769A Ceiling Height: 8' 0"AFF INTERIOR TRIM Walls: Vinylwrap corners W indows: Vinylwrap Oak wood surrounds and casing Doors: Vinylwrap Oak wood casing as required Modline Joints: Vinylwrap batts-SHIP LOOSE - Installed on site by others SPECIALTIES Whiteboards: (2)8'x4'Marsh PR-408 Pro-Rite Magnetic Porcelain Steel Whiteboard-aluminum trim&tray(do not glue) Window Treatment: 1"Aluminum mini biinds CABINETS Type: Plastic laminate -Wilsonart Brand/Style: Cascade Casework Teachers Cabinet: (1)2'x4'x7' Plastic Laminate with lock Cubbies: (15)total openings 64" high - In (2) banks of 5, (2) banks of 10 and (2) banks of 3 Cabinets: (1) 12 LF of base and 36" high uppers -(2)drawers per bank Countertop Only: (1) 13 LF of 24"deep countertop and 13 LF of 36" high uppers Countertops: Wilsonart plastic laminate countertop, 4" backsplash and front edge NOTES: Base includes (1)24"face frame for water heater SHIP LOOSE all upper cabinets - Installed on site by others HVAC Comb Heat/AC: (1) 3 ton 10 kw- Bard wall hung Heat Pumps with Economizers Supply Ducting: Round galvanized overhead and insulated flexduct with flexduct sound isolation sleeves and flow controls at wyes - R4 insulated flexduct Diffuser: 24"x24"T-bar with no manual dampers Thermostat: (1) Programmable - Peco T4932SCH-001 Return air: Thru return air grills in plenum wall down low Outside air: As required to meet the Washington State Indoor Ventilation Code for Classrooms � SPEC-17924-17925-Yelm SD-Fort Stevens Elementary Page 3 of 4 9/17/2013 ��G��,� SPECIFICATION SHEET ■ ■■ ■i iG PLUMBING Sink: (1) 25"x 21" Stainless Steel, Single Bowl Dayton D125213 Faucet: (1) Ceramic Disc, Wrist Blade Handles, Gooseneck Spout Moen 8799 Water Heater: (1)6 Gallon, 120 Volts, 1650 Watts, Energy Saver AO Smith EJC-6 Bubbler: (1) Bubbler, ADA handle Chicago 748-665FHCP Water Lines: Copper and Aquapex-Single Point Water Stub Sewer Lines: PVC DWV Schedule 40 Plastic NOTE: Plumbing tree stubbed to one point connection -Provided by Blazer-Installed on site by others ELECTRICAL Service: 120/208V Single phase - Stub through exterior wall Panel: (1) 100 amp Material: Metallic Raceway System Receptacles: (11) Duplex 20 amp Leviton CR20 (1) Duplex 20 amp in ceiling Leviton CR20 (1) Clock 15 amp Leviton 688 (1) GFCI WP 20 amp Leviton W7899 w/Intermatic WP 1100C cover Switches: (2)Single pole Leviton CS120 Automatic Controls: (1) Occupancy sensors -Wall mount Square D SLSPWS1277A (1) Power pack Watt Stopper BZ-50 (2) Daylight sensors-Ceiling mount Watt Stopper LS-102 (2) Slave pack Watt Stopper S120/277/347E-P-FTA Phone/Data Box: (10)4" square boxes with single gang mud ring -Stub up and down with 3/4"flex conduit- Wire and Devices provided and installed on site by others NOTE: All devices and face plates to be ivory Provide: (1) Dedicated J-box above ceiling on bottom of rafters _ Wire for: (1) 3 ton 10 kw Heat Pump with Economizer (1) Programmable Thermostat (1)6 Gallon, 120 Volt, 1650 Watt Water Heater Light: (6)Troffer 2'x4' -3-tube with T-8, 32 watt tubes and single electronic ballasts (3)Troffer 2'x4' - 3-tube with T-8, 32 watt tubes -Step Dimming Exterior light: (1)42 watt fluorescent with vandal resistant cover and integral Photo Cell Raceway only: (1) Exterior Horn/Strobe -(1) Pufl Station -(1) Interior Horn/Strobe-4" square boxes (painted red) with single gang mud ring (painted red)-Stub up only with 1/2"flex conduit OTHER Building Height: 13'-2"-Add transport trailer height to get total shipping height Close-up: Standard close-up plastic Wire sliders: Provide (1) per module SPEC-17924-17925-Yelm SD-Fort Stevens Elementary Page 4 of 4 9/17/2013 �jta� '� • •■ •: :: Material and Color Selection DEALER SIZE/DESCRIPTION JOB# Williams Scotsman 28x32 Classroom 17924 - 17925 I PROJECT NAME DATE � AEPA- Yelm S.D. - Fort Stevens Elementary 9/9/2013 �I FLOOR COVER Provided 8� installed on site by others WALL COVER Vinylwrap Tackboard: LT 801 Calcutta Tan CEILING T-bar Armstrong 2x4#769A"Cortega" White PLASTIC LAMINATE Classroom Cabinet: Wilsonart plastic laminate Gray Glace 4142-60 Countertops: Wilsonart plastic laminate Gray Glace 4142-60 Cubbies: Wilsonart plastic laminate Gray Glace 4142-60 Teacher's Cabinet: Wilsonart plastic laminate Gray Glace 4142-60 EXTERIOR Siding: Pittsburgh Paints - Satin Sun Proof Knights Armor 518-6 Skirting: Pittsburgh Paints - Satin Sun Proof same as siding TRIMS Mod line: Pittsburgh Paints - Satin Sun Proof same as siding Fascia: Pittsburgh Paints - Satin Sun Proof Southern Breeze 414-2 Windows: Pittsburgh Paints - Satin Sun Proof Southern Breeze 414-2 Doors: Pittsburgh Paints - Satin Sun Proof Southern Breeze 414-2 Corners: Pittsburgh Paints - Satin Sun Proof Southern Breeze 414-2 __ --- -- —--- - Soffit: Pittsburgh Paints - Satin Sun Proof same as siding DOORS Exterior: Pittsburgh Paints - Pittech Merlot 435-7 WINDOWS Surrounds/Casing: Vinylwrap Oak Mini Blinds: Bali Contract Crystal White #629 ROOFING Architectural Comp: Pabco Premier(260 Ib) Pewter Gray Color sheet-17924-17925 MATERIAL AND COLOR SELECTIONS 9/17/2013 z I Y(N,�It55'S]�I�I y C.' � �- -� �e < <o a �o o y�S c � s R � Q u y . o a n 3 a o 3 � 4��Y PaUs�(r�id '8 'uoi�iPPd lapouaa� �(ab�uauaa�� suana�S '�� ,�a��o \ ��"� � , � �I � :_1 �� li-�. �_ ..-_ .- .. o � . .<� �)) • p - � 'R � � � � �� _�� (�)) �) �V/�� «� �� ) � c� �� __ '��.� -��x . . ooerirner m . �oi �y�.�y ��°j a�i 3 � (9 'a� �i-si aiieioai awr. 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Box 44430, Olympia,Washington 98504-4430 Web Site www.ini.wa.gov/tradeslicensing/factory assembled structures/ 30-Sep-13 T�� City of Yelm 105 Yelm Avenue W Yelm, WA 98597 Gary Carlson Re: Modular Building Site location: 16525 100th Way SE Yelm, WA 98597 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by City of Yelm. BLAZER INDUSTRIES is the manufacturer, they may be contacted at 503-749-1900. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits, review and inspection of on site construction, conditions and completion of the building will be required by the City of Yelm. If you have any questions or concerns please feel free to contact me. Jason A Summers Plans Examiner WA State Dept of Labor&Industries (360)902-6462 sumk235@lni.wa.gov ��';��'�� fi � � 2013 �Y: ♦ R�.�;F=''V��? � 'i s; �0�3 /3`f�� S�8 Department of Iabor and I��dustries �� ai : ate a umn ec ee Factory Assembled Structures � �l¢� r� � �� PO Box 44430 ��`� o��P�awa98so4a43o - NOTIFICATION TO LOCAL ENFORCEMENT AGENCY www.wa.aov/lni/FAS/ Date (case sensitive) M 1 O6 9/17/2013 The Factorv-Built unit identified below re4uires completion work at the g site as s e�i�iea. Bfazer Industries, It1C. wners name grs sei7a no. ept.sena no. Fort Stevens Elementary School 13 17924 -01 & 02 ista ation a ress ype o covstructton ccupancy A at site 16525 100th Way SE VB E lty 'tate + ounty one num er Yelm WA 98597 Thurston Installation site is in: ■ City ❑ County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ www.wa.gov/lni/electricaU INSERT NAME AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA To: To: ' Bldg Official 'Tumwater Service Location PO Box 479 '7273 Linderson Way SW Yelm WA 98597 Olympia, WA 98504-4814 Insulation,ridgevent&vapor barrier @ marriage line ElectricaV service connection Plumbing connection to service Water heater pressure relief valve termination Adjacent accessible restrooms per Table 29a Foundation Review and inspections Plan Review and Inspection of Fire Alarm System l��,sTnreo � , � . � � � . � . o bRi. -� � . - . - � — . m . _ ` . . . �$ � ��yy 1989�°y Jason Summers - ' FAS Plans Examiner � Manufacturer's name(print/type) , Department of Labor and Industries. BIaZ@I" ICICIUStrI@S �tlC. Specialty Compliance Services Division Date Manufacturer's signature Factory Assembeld Structures 360-902-6462 � � I PO Box 44430 FAX 360-902-5229 Olympia o�ce Olympia WA 98504-4430 sumk235@Ini:wa.gov Electrical section www.fas.Lni.wa.gov �..� Inspectar f '. '�'1B � . , . �j�. � T = ' .I_�A'•��,� y �� Buildin�department F623-013-000 (PDF) notification to local enforcement agency 11-00 Customer OCT 16 2013 ��T. � ' �z,�-(u:��l�l� /3� . � Department of L.abor and Industries ��:�) '� 8 �� ai ate o umn iec ' ee Factory Assembled Structures ��(�QQ,� $ ,�;'1. 0 0. PO Box 44430 �� o��p;awA9sso4-a43o NQTIFIGATION TO LOCAL ENFORCEMENT AGENCY www.wa.gov/lni/FAS/ Dace , (case sensitive) M 1 O6 9/17/2013 The FactorY-Built unit identified below repuires comuletion work at the � site as s ecified. Blazer Industries, Inc. wner s name gr s sena no. ept.sena .no. Fort Stevens Elementary School 13 17925 -01 & 02 sta anon a ress , ype o construcnon ccupancy A at srte 16525 100th Wa SE VB E �ty tate + ounty ione num er Yelm WA 98597 Thurston Installation site is in: ■ City ❑ County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ www.wa.gov/Ini/electricaU INSERT NAME AND ADDRESS IN SNADED AREA INSERT NAME AND ADDRESS IN SHADED AREA To: To: ' Bldg Official Tumwater Service Location PO Box 479 7273 Linderson Way SW Yelm WA 98597 ! Olympia, WA 98504-4814 fnsulation,ridgevent&vapor barrier @ marriage line Electrical service connection Plumbing connection to service Water heater pressure relief valve termination Adjacent accessible restrooms per Tabfe 29a Foundation Review and inspections Plan Review and Inspection of Fire Alarm System _. ��T.4Tpo� � ' . �. . . y I . . � P�a x . . . . ' s 2 � �;�, y- , �. � . . '�y 1e89�° Jason Summers _ FAS Plans Examiner ) Maimfacturer's name(print/type) Department of Labo[and Industries. , ��7 Blazer Industries �IIC. Specialty Compliance Services Division Date Manufacturers signature Factory-Assembeld Structures 360-902-6462 � � PO Box 44430 FAX 360-902-5229 OI m ia WA 98504-4430 sumk235@Ini.wa. ov Olympiaoffice y P g Electrical section www.fas.Lni.wa.gov �^� Ins ector °�ie p Building department F623-013-000 (PDF} notification to local enforcement agency 11-00 Customer ;R":�3�°ost�f De/ivery FB anufacturer Mfg.No. C�"�2rtment e#Labor and Indusfries CC CH 11 Blazer Industries Inc. M-106 Factory Assembled Structures CC CST Plans to be returned to:Address PO Box 44430 WA Only 945.Oine Street Olympia,WA 98504-4430 WA Rev/OR Courtesy Ciry/State2lP OR Rev/WA Courtesy Aumsviile,OR 97325-0489 ForNorr-Postal Detiverv (FedEX. UPSI ��procity Department of Labor antl Industries =- � 7273 Linderson WA SW Fee Ledg Sht#Check# ' $Am: t A pficatian ID TumwaterWA98501 ��p �� s 20�3 ' �a°�� 1�`�'�� S��°° �b www.wa.gov/Ini/FAS/ (case sensitive) - App'I No ;; �ate Hpproved Exp�rat�oq:Date PLP►N APPROVAL REQUEST '��t�� +�»�� 3� f ' FACTORY BUILT STRUCTURES&COMMERCIAL COA�� Contact oerson's printed name: °—�--�—�"--'-� Date Fee enclosed John R 9/17/2013 $523.68 Siqnature Phone No. FAX No. (503)749-1900 (503)748-3969 New plan(Design) $523.68 (i Yr design) $0.00 See Initial MFG filing No fee required_ appropria�e Renewal $0.00 AP No. WAC Resubmittal $0.00 Appl ID Addendum $0.00 AP No. for fees Plans reviewed by L&I_listed professional Note: Identif addendum items on ian! N/A Cotle cycles(month/year) IBC,IMC: 7/2013 UPC: 7/2013 VIAQ: N/A NEC: 2008 WSEC: 7/2013 IFC: 7/2013 ize o ui ing: . o o ccupancy --, Width: 28 Length: 32 Area(Sq Ft): 817 modules: 2 Group: E Type of Construction Use Sub yr SEC yr Seism'c Zone: VB Classroom 12 08 . D Roof live load PSF: Wind load MPH-EXP (PSF for CC) Flo r load PSF: 30 110B 40 Plot plan submitted? � Yes � No If"No",provide distance from farthest projection to nearest building/property line: Front: 10 Rear: 10 Left Side: 10 Right Side: 10 Type heat: � Central � Hydronics � Baseboard � Fan Powered � Other: torced atr room heater Type of fuel:� Electric � Natural Gas ❑ Propane � Oil � Other: Insulation Floor Walls Roof(flat) Roof(Vault) Values: 30 29 Int+3 c.i. 38 n/a Heating Zone: �X Zone 4c � WSEC compiiance chapter: Energy Catculations: Electrical 5ervice ■ ❑ ❑ ❑ ■ Attached ❑ On File-AP,# Amps: ��, F`�. 100 Component Systems Prescriptive N/A Heat Pump ,■ Yes ❑ No X 1 Phase � 3 Phase Performance Analysis Air Conditioning ■ Yes ❑ No N/A Attached L&I Review Attached Design On File ProfessionalFtev�ew ., ,�._. .,, Structural calculation or test proposals � � �'� ` , � .�?# . Truss or ratter drawing(s) � � � � AP# Truss plan it over 3 ditterent trusses � � � AP# Uirtlertruss or ritlge beam drawing � � � � ;.�� ,y��1.� AP# HVAC Drawing � � Q �''' b� AP# Cross section antl elevation � � � � ; . AP# Foundation Plan � � � � AF# Electrical load tlemand calculation � � _�_---��-------� AP# Panei box schedule/Electricai load calc's � � � � AP� Chassis drawing(CC unifs only) � � � � AP# Plumbing systems: � � � Q AP# Operating pressure 46 . to 60 No.of fixtures_� Total developed length a0� RETURN PLANS ❑ Regular mail ❑ Overnight Q cu t � � �� arrier VIA: ■ Other Federal Express cct# 1104-5500-3 F623-006-000 (PDF)plan approvai request 11-00 O C T 1 V ZO�3 y: � � h♦ Table of Contents 81� sq. f�. Classroom for: KCDA- Yelm SD, Fos�t Stevens Elem # 17924-17925 13 BI.MP-02 Engineering: General Loads LOAD/1 — LOAD/5 Rafters/Roof Misc ROOF/1 — ROOF/3 Roof Beams ROOF/4 — ROOF/5 Columns COL/1 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/3 Envelope Summary: ENV-SUM, ENV-UA, ENV-CHK, LTG-INT-BLD, LTG-EXT, LTG-CHK, MECH-SUM, MECH-CHK v�'iASOR�Arv��iiv�usr��F� Heating & Cooling Load Calculation � � p�.Ani�FV�F�v�s�c-��f°t ,,,, -n s�P � o �a�� °r4J�.J�G� .i C; �tJU;_ s .;;';1=�F�!.�.� '�t�.`'��'p=s'-,?'?t` Mechanical: BARD Wall Hung Heat Pump (SPVHP) � , - ` . f * Blazer Industries. Inc. En4ineerinq Desiqn Calculations for 13 BLMP-02 Job# n/a 09/11/13 Width = 28 ft 2 modules Length = 32 ft Type: classroom Location: WA Dealer: Williams Scotsman DESIGN LOADING-2012 IBC Roof- Pr(Snow) 30 psf Floor 40 psf or 1000 # Risk Category II � Wind Basic Wind Speed 110 mph (3 sec gusts) Exposure B Seismic Site Class D 9-17-2013 Sos 1.000 �M, S HE� So, 0.600 �G �� wASNI�l�, Seismic Force- Light frame- � �w c '�' Resisting System Wood Shear Panel ti ,,, Analysis Procedure Equivalent Lateral �' � �ir �'� ,P 35006 9 �,w� �' �GISTBR� �'� �SSI�NAL �� • r�: .-: ,.. .. —Cr� 'dVti�:r,�l�.tia i�J:v INDEX OF CALCULATIONS ��BOl�AND 1n�t�l;S?>�!� Item Page ;? °I-AN RE:VlE�,V'�i=s:::,,' ., _,.,,_,. .,_.. GENERAL LOADS LOAD/1 - LOAD/5 ' �-� RAFTERS/ROOF MISC. ROOF/1 - ROOF/3 �� ,� � 2Qi� ROOF BEAMS ROOF/4- ROOF/5 COLUMNS COU1 `..:,+��;J�:C:;� i�t� C��iC;;_ FLOOR JOISTS/RIMS FLOOR/1 - FLOOR/2 ; r';r► R:, !(�<,pr-�.^,'�� ROOF DIAPHRAGM LAT/1 FLOOR DIAPHRAGM LAT/2 SHEAR WALLS LAT/3-LAT/5 FOUNDATION FND/1 - FND/3 . , � � LOAD/1 i • 13 BLMP-02 Deadloads Date: 9/11/2013 Roof Comments Weathering layer 30 yr comp.shingles 2.50 psf Underlayment 30#felt 0.30 psf Structural sheathing layer 1 5/8"sheathing 2.06 psf Structural sheathing layer 2 none 0.00 psf Nailers 0.00 0.00 psf Rafters/Trusses 2x12 @ 16 2.92 psf Insulation layer 1 R-38 cellulose blow-in 0.00 psf Insulation layer 2 None 0.00 psf Fire layer None 0.00 psf Use Sprinkler Sprinkler system 1.00 psf Misc. minor overhead components 0.50 psf Ceiling Susp.ceiling-T-bar 1.80 psf Use Total 11.1 psf 12.0 psf for uplift 10 psf Roof Beam and ledger 1.5 x 24 LVL x#of 1 = 13.0 If incl.braces Rim 2x6 LVL 2.41 plf Vent Blocks 2x10 3.71 plf ParapeUspecial fascia 0.00 If Total Rim 6.2 If ,•,-- ,-;�-��.F�J�iy��;i�� .. �.,-�'.i L ZJ :J�LABOR AND WDUSTRI; Wall-Exterior ` PLAN REVIE�V(SF"T„`'`= Weathering layer T1-11 -5/8" 1.80 psf ?"r�) Structural sheathing none 0.00 psf Fire layer Gypsum wallboard-5/8" 2.50 psf SE� � !� 2U13 Studs 2x6 @ 16" 2.38 psf Insulation R-21 fiberglass batts 0.70 psf ' :�.}�iJ�:L� I U �.:�J�.`R_ Insulation 0.5"rigid foam 0.08 psf � :? �=:�.!,:�:� G3��?'i��'� Inner sheathing none 0.00 psf Lining VW tackboard over 5/8 GWB 3.00 psf Misc. Misc.components 0.50 psf Use Total 11.0 psf 11 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 Marriaqe 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 Fioor Surfacing Carpet and pad-standard 1.00 psf Underlayment None 0.00 psf Structural decking 23/32" Sturd-I-Floor 2.36 psf Joists 2x10 @ 16 2.40 psf Insulation R-34 cellulose blow-in 1.08 psf Use Total 6.8 psf 8 psf M-line rim 2x10 LVL 4�� f Perimeter rim inner 2x10 LVL � 4.1 plf Perimeter rim outer None 0.00 If Total perimeter 4.1 If Blazer Industries, II1C. 13 BLMP-02-IBC2012.x1sx . � LOAD/2 . . ► • 13 BLMP-02 Wind Loads-IBC Date: 9/11/2013 �nd Load Information ASCE 7-10 Basic wind speed V= 110 mph(3 sec gusts) Envelope procedure Max height of roof zm�= 15.46 ft Directionality-general for buildings Ka= 0.85 Other Assumptions: Importance Category II � Building is Enclosed Exposure B � Kzmax= 0.70 Building is Rigid(T<1.Os) Topographic-no hill effect assumed Kn= 1.0 � q==0.00256 K:ICn Ka VZ GCpi +/-0.18 q�ex= 18.4 psf Buildinq Dimensional Information Width= 27.70 ft h/Lw= 0.49 Edge strip:iesser of(O.tx w)or(0.4 x eave ht.),but at Length ��to ridge= 32 ft h/L�= 0.42 least greater of 3 ft.or(o.oa x w). Skirt/pony wall= 2.5 ft Edge Strip a= 3.0 ft Floor depth= 0.67 ft End Zone 2a= 6.0 ft W all ht= 8 ft Rim/roof depth = 0.83 ft � Elev.= 12 ft Roof Pitch= 3 in 12 � 6= 14.0 deg Overhang= 16 in Eave ht= 11.67 ft -h is eave ht for'flaY roofs;otherwise mean ht. Ridge ht= 15.46 ft h= 13.57 ft(Mean roof hei ht h 2a h rid e ridq-eave w side Kn= 0.70 qn= 18.4 sf ft 1.50 3.46 3.80 4.49 Main Wind-Force Resistinq Svstem(MWFRSI from Fig.28.4-1,h<=60 ft Normal to Surface 1 2 3 4 5 6 1E 2E 3E 4E Trans GCp 0.48 -0.69 -0.44 -0.37 -0.45 -0.45 0.72 -1.07 -0.63 -0.56 case A +GCpi 5.5 -16.0 -11.4 -10.1 -11.6 -11.6 10.0 -23.0 -14.9 -13.6 -GCpi 12.2 -9.4 -4.8 -3.5 -5.0 -5.0 16.6 -16.4 -8.3 -7.0 Max 12.2 -16.0 -11.4 -10.1 -11.6 -11.6 16.6 -23.0 -14.9 -7 3.6 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 -11.6 -16.0 -10.1 -11.6 4.1 -8.7 -12.2 -23.0 -13.1 -12.2 -GCpi -5.0 -9.4 -3.5 -5.0 10.7 -2.0 -5.5 -16.4 -6.5 -5.5 Max -5.0 -16.0 -10.1 -71.6 4.1 -8.7 -5.5 -23.0 -13.1 -12.2 Summed horizontal loads vertical loads end zone interior zone end zone interior zone windward OH wall roof wall roof WW roo LW roof WW roof LW roof End interior trans 23.6 -8.1 15.7 -4.6 -23.0 -14.9 -16.0 -11.4 -32.3 -25.3 long 0.0 -10.0 0.0 -5.9 -23.0 -13.1 -16.0 -10.1 -32.3 -25.3 trans roof pro'ected -1.97 -1.12 Comaonents and Claddina(C&C) Area Pressure(psf) Area Pressure(psf) Roof components (ft2) Pos Ne Wall components (ftZ) Pos Ne Zone 1: Maximum 10 12.5 -19.9 Zone 4: Maximum 10 21.7 -23.6 Minimum 100 10.0 -18.1 Minimum 100 16.2 -18.1 Truss/Rafter 33.3 10.7 -19.0 Door 17.8 20.9 -22.7 Zone 2: Maximum 10 12.5 -34.6 Stud 21.3 20.6 -22.5 Minimum 100 10.0 -25.4 Zone 5: Maximum 10 21.7 -29.1 Truss/Rafter 33.3 10.7 -29.8 Minimum 100 16.2 -18.1 Zone 3: Maximum 10 12.5 -51.2 Door 33.3 20.9 -27.3 Minimum 100 10.0 -40.2 `A_:?�'v^J,�:�Tt�i`al:i i U�iStud 0.3 20.6 -26.9 Truss/Rafter 33.3 10.7 -45.3 R AND IND - Zone 2 OH Maximum 10 nla -40.5 �o ' � +ri�um 10 n!a -68.2 Minimum 100 n!a -40.5 '` '��} Minimum 100 n/a -46.1 Truss/Rafter 33.3 n/a -40.5 ss/Rafter 33.3 n/a -57.1 , �. �, ,,_,}:,Jk:(..i.� _,C.1 �.�UIJ'` `'��!..;:' �P�aS�`'G.E:`f?,'- Blazer Industries, I�C. 13 BLMP-02-IBC2012.x1sx " * ' LOAD/3 13 BLMP-02 Seismic Loads - IBC Date: 9/11/2013 Seismic Loads-IBC Importance factor= 1 Assume site class"D" For most severe location in Oregon,Washington, and Idaho Ss = 1.5 Fa= 1.0 Sfl'1S= SS" Fa = 1.500 Fa interpolated from Table 1613.3.3(1) S1 = 0.6 Fv= 1.5 Sm1 = S1 * Fv= 0.900 Fv interpolated from Table 1613.3.3(2) Sds=2/3*Sms = 1.000 , therefore Design Category D from Table 1613.3.5(1) Sd1 = 2/3'`Sm1 = 0.600 , therefore Design Category D from Table 1613.3.5(2) R= 6.5 (wood shear walls) Cs = Sds I/R= 0.154 [Eq.12.8-2 ASCE 7] V= Cs W= 0.154 W [Eq. 12.8-1 ASCE 7] For alternate load combinations, E/1.4 = 0.110 W For diaphragms, Fp= 0.2 le Sds Wp (Section 12.10.1.1j Fp = 0.200 Wp/1.4 = 0.143 Wp ;"L+::�_`�'VA:�rii[vG i;�� 3F LABOR AN� {N[7UST�;t '�> ?l.A.N t�,�VIEW�SE��"�.' -:�-, _.�, SrF' 3 +J r4J13 �U�'JJ�t:.�.:� j�.° �_�;..)E:;� ..'..i i r;b..:�.} '!�r4'��-�. . � Blazer Industries, InC. 13 BLMP-02-IBC2012.x1sx 1 • ' e' LOAD/4 13 BLMP-02 Design Loads Date: 9/11/2013 Deadloads Liveloads Roof(max) 12 psf Roof 30 psf Roof(min for uplift) 1I 0 psf Seismic SL 0 psf Ceiling/shipping roof 0 psf Ceiling 0 psf MLine beams(total/mod) �3 plf Floor UDL 40 psf Roof rims/Parapets 6.2 plf Floor Conc. 1000 #over 30"x 30" Exterior wall 11 psf Partition load 0 psf Interior wall 8 psf MLine wall (half of total) 5 psf Floor 8 psf Floor rim perimeter 4.1 plf Floor rim MLine 4.1 plf Chassis 0 pif per rail, plus 0 #for ends and misc. Dimensional Information #of Modules= 2 Module# ' 1 2 3 I 4 Width(all dims in ft) ' 13.83; 13.83 0.00 0.00 27.70 ft overall Len th 32.00I 32.00' O.00I 0.00 Overhan s #of exterior sidewalls 1, 1 I 0 i 0 16.00 in-Eave --- ' 16.00 in-Gable Hei hts ' ' i Ridge to top of eave 3.80 I Roof diaph.to TOW I 0.83' ' Ext.wall, plate to plate '� 8.00 i 8.00� 0.00' 0.00 Floor'oist depth i p.67' s ki rti n g/po nywa l l I 2.50' Interior walls 8.00 8.00'I 0.001 0.00 MLine walls 8.00' 8.00 0.00 0.00 LF of exterior walls 60 60' 0, 0 LF of int walls I 0I 01 0I 0 LF of MLine walls ' 0' 0' 0' 0 #of axles ' 0 0' 0 0 . Areas Roof area 443 443 i 0 0 159 Floor area II 443I 443 01 0 Total floor area= 885 sf Exterior wall area 477I 477� 01 0 Interior wall area O I O I, O I 0 MLine wall area �I 0' 0'' 0 0 Buildin Wei hts Roof 6266' 6266'� 0� 0 1910 (OH distributed to roof weights) MLine beams 416, 416'' OI 0 Rims/Parapets 370 i 370 i O I 0 Exterior walls 5250' 5250'i 0''� 0 Interior walls �� 0' 0' 0'� 0 MLinewalls � 0! 01 Oi 0 FIOOf 3540' 3540�! 01 0 partition load in seismic weights Floor rims � 376' 376', 0 i 0 HVACs �� 5001 0 01 0 tributary to roof �`�'��°�-%�'ti�Vrd:�tii"+`v�:..t��j'� Misc.fixed equip 250I 2501 0�, 0 tributa to floor '�3F�gOR Af�D INUUSTF�i� �Y � �; %'IAN �FVlE1�VISF�'T'"�'" Chassis/axles I 0: 0' 0' 0 ; .-h- .-��„-�-ti Other 0' 0' 0� 0 tributary to floor Total= 16968 I 16468 I 0 0 �� _�� Min#of 5600#axles j 2.5' 2.4' 0.0� 0.0 `` ,;��,.1t:�.�. �Ut��US_: � �: E�:�`�.,.s1.i {l�aiT'�_+�7{�. �. Blazer Industries, IIIC. 13 BLMP-02-IBC2012.x1sx . • ' � ' LOAD/5 13 BLMP-02 Design Loads - Lateral Date: 9/11/2013 Wind Load-affectinq LFRS Refer to�receding sheets for development of following numbers. Pressure(psfl Surface IBC Walls or vertical surfaces on tength of building 16.6 Walls or vertical surfaces on width of building 16.2 Horizontal projection of sloped roof 10.0 U lift -14.2 Seismic Load Refer to preceding sheets for development of foliowing numbers. Coefficient � IBC I Seismic base shear appiied as fraction of seismic weight= ' 0.110 Diaphragm force coefficient= 0.143 Calculate the roof and diaphragm shear forces for individule modules,to be compared to wind forces All weights in Ibs. Module# 1 2 3 4 Roof Roof 6266 6266 0 0 Roof Snow Load 0 0 0 0 MLine beams 416 416 0 0 Rims/Parapets 370 370 0 0 Exterior walls(1/2) 2625 2625 0 0 Interiorwalls(1/2) 0 0 0 0 MLine walls(1/2) 0 0 0 0 HVACs and misc 500 0 0 0 Totals 10177 9677 0 0 Shear 1454 1382 0 0 Total F roo = 2836 Ib Floor Exterior walls(1/2) 2625 2625 0 0 Interiorwalls(1/2) 0 0 0 0 MLine walls(1/2) 0 0 0 0 Floor 3540 3540 0 0 Misc. 250 250 0 0 Floor rim 376 376 0 0 Chassislaxles 0 0 0 0 6791 6791 0 0 970 970 0 0 Total F floor = 1940 Ib These values will be checked against wind shear values to determine worst case loading "'-.i i:-i.11= `v a.�`1:"x f-?i��';;;�i(.,``i� :��`F�,gc��Arv��rvous�r�?5� , �i.an� �EVi�w/��,,T,�,; �_ ��;,_i1;�"Tti ��p 3 �� 2(113 ��.�'i:3JE=(._�.+..�i i�lJi1.� _, r. , �. ,, . �' ., .1 ,,�i�'E-'�ri:. � , � ROOF/1 , ', 13 BLMP-02 Rafters Date: 9/11/2013 Dimensional Information Member Pro erties 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 in^2 Roof overhang= 16 in S= 21.39 3.06 in^3 Tail inner ext. = 27 in I = 98.93 in^4 Roof Pitch= 3 in 12 Fb= 900 550 psi Bldg least width= 27.70 ft Fv= 180 180 psi Rafter Spacing= 16 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'bca�,= 1309 727 psi F'vda�,= 207 207 psi Loadina Rafter Loads R(MLine) R(eave) DL= 12 psf Down = 56.0 plf over interior portion 380 # 455 Interior Lr= 30 psf 56.0 plf over eave portion Eave Lr= 30 psf Wind-2012 IBC C&C (0.6D +W) Edge strip"a"= 36 in Net up= -15.7 plf over zone 1 -110 -190 Zone 1 uplift= 19.0 psf Net up= -30.1 plf over zone 2 interior Zone 2 uplift= 29.8 psf Extends 20 from eave Eave uplift= 40.5 psf Net up= -44.5 plf over zone 2 eave portion Analvsis based upon gravity loading Rafter Mmax= 15.5 k-in; fb= 724 psi< 1309, OK Vmax= 380 #; fv= 41.1 psi <207, OK �max= 0.27 in= U 602 OK Tail Mmax= 0.6 k-in; fb= 195 psi <727, OK Vmax= 75 #; fv= 21.3 psi <207, OK Co1117eCtiOnS Upward reactions are based on maximum of applicable uplift scenarios 10d endnail= 72 #down 10d x 1.5"= 107 #down 16ga x 1"= 60 #down 100 #up 149 #up 83 #up Location R Ibs Re 'd#of fasteners MLine Rim Fasten rafter to MLine rim/beam w/ Down 380 4 10d endnailed, 4 0.131 x 3"nails throu h rim. + 0.9 10d in led er Fasten 2x4 tapercut ledger to rim/beam Up 110 4 10d endnailed, w/0.131 x 3"nails 6 "oc. min. + 0.0 Eave Rim Fasten rafter to eave rim w/ Down 455 3 10d endnailed, 3 0.131 x 3"nails throu h rim. + 2.2 10d x 1.5" in tie/han er Fasten rafter to eave rim over openings Up 190 3 10d endnailed, w/LU26 w/min. 3 10d x 1.5"nails + 0.0 Tail Fasten rafter tail to main at each end w/,rtlin�-.;, Down 124 1.2 sidenailed 2 0.131,�3"n I`��=��'��'°��-"�`'��'� _ �LA RAND WDUSTH;�:: Up 99 0.7 sidenailed Rafter tail total len t�. T+' "' _,t_,��;c�-} ;�EP 3 v 1U1� ,v�i.1k:�;! .:"ii �::Uu�: _ ; , .,F!_,E:� ';.��^.pr^-r�;. Blazer Industries, 111C. 13 BLMP-02-IBC2012.x1sx ' � ' ROOF/2 � � 13 BLMP-02 Eave Rim Date: 9/11/2013 Dimensional Information Member Pro erties Total mod width = 13.83 ft Rim Hdr(supplemental) MLine rim thk= 1.5 in Grade LVL DF#2 Outside rim thk= 1.5 in Size 2 x 6 2 x 6 Rafter Length = 163 in #of piies 1 2 Roof overhang = 16 in A= 825 16.50 in^2 Tail inner e�. = 27 in S = 7.56 15.12 in^3 Roof Pitch = 3 in 12 I = 20.8 41.6 in^4 Bidg least width = 27.70 ft Fb= 2750 875 psi Rafter Spacing = 16 in Fv= 285 95 psi NDS CoefFicients E = 2000 1600 ksi Downward Cd = 1.15 Cf= 1.17 1.30 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 1600 ksi F'beo�,= 3692 1308 psi F'vao�, = 328 109 psi EI = 41600 66560 k-in^2 K(rel.)= 0.38 0.62 (relative stiffness) Loads From rafter calculations,W(down)= 341 plf Max opening span = 60 in (consider one end fixed/one end free) Analvsis based upon gravity loading Rim Mmax= 4.9 k-in; fb= 651 psi < 3692, OK Vmax= 410 #; fv= 74.6 psi < 328, OK �max= 0.02 in = U 3258 OK Header or 2nd Rim (if applicable-forces based on compatible displacements) Mmax= 7.9 k-in; fb= 521 psi < 1308, OK Vmax= 656 #; fv= 59.6 psi < 109, OK Sheathinq Fasteninq to Rim Fastener type= 16 ga. x 1.75"staples through 7/16" Z(Co=1.33)= 45.6 # Number of rows of fasteners to rim: 1 Maximum u lift= 143 If Minimum s acin for fasteners= 3 in oc ��.::r b�-�::;; ,� a;T�.�i� :�r LABOR AND 3NDUST�t��::; `= ?(APJ REVf�.4'V,'S�'^r'!';: ..,r,�7,, -r: � �EP � �;; 201� ,�)E-iJ�:C;_� . `, ��{.1L � ! �'SF-.l,.�� +(y.��":..,,.,_i', Blazer Industries, Inc. 13 BLMP-02-IBC2012.x1sx Y � f ' � ' ROOF/3 13 BLMP-02 GABLE END OUTLOOKERS Overhang= 16 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= 40.5-.6DL= 38 psf w=uplift x spacing= 150 Ib/ft Down=LL+DL= 35 psf w=down x spacing= 140 Ib/ft check for worst case after Cd—w/Cd Uplift= 113 Ib/ft down= 112 Ib/ft OUTLOOKERS controlling w= 150 Ib/ft Cd= 1.60 M=w L^2/2= 134 ft�#= 1602 in-# Outlooker Orientation= Flat Outlooker Size= 2 x 4 Sr=M/[Fb Cf Cr Cfu Cd]= 1.10 </= 1.31 , O.K. V=wL= 200# Ar=3 V!(2 Fv Cd)= 1.04 </= 5.25 , O.K. Use DF Std-2 x 4 outlookers Flat at 4'o.c. Notch rafter over endwall to accomodate the outlooker. Note: Dia hra m ed e fastenin is re uired at rafter over endwall. CONNECTIONS Species= DF Ualift connection at face of buildinn Distance from first interior support to end support,C�END- 2 ft FENDSUPP-wupL�dEND+U2�ICj� = ZB7# 0.131x3"Nails= 2 ,W= 102# Number of Nails w/out Additional Hardware= 6 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 wa . = 310 413 >267 Connection to first truss or rafter from end of buildin4 FINTSUPP=WLZ I 2dEND 67 # Using 0.131 x 3"nails into end outlooker endgrain=97•Co�0.67= 104 # F�NrsuPP/ 104= 1 ~ ��:i.}�='�Jr\;;�iiiY�,,� �i`� ;-iF LA}3QR AND II�IDuSrf-�i;.; Fasten outlooker to first truss or rafter from end with 1 -0.131 x 3"nails ' "s.AN f�EVIEb'U!SE��"``'°` -.,` �-} ::�P � J ��1:� 4' ..�4.�V�{...`.l«!...i�� \!`./�%�. 1 . �=±r�.s`.� '�J.;j�%G�,^`i'!; " � ' • ROOF/4 , � 13 BLMP-02 Roof Beam Date: 9/11l2013 Beam Dimensions and Pro erties Species/Grade: LVL 2.OE Section Prouerties Width = 1.5 in A= 72 in^2 Depth = 24 in S= 288 in^3 #of plies 2 per mod I = 3456 in^4 Total Length = 32.00 ft E = 2000 ksi Col A@ 0.00 ft Em;�= 1057 ksi (N�s�-a) Col B @ 32.00 ft Col C @ 32.00 ft(N/A) Col D @ 32.00 ft(N/A) Col E @ 32.00 ft(N/A) Col F@ 32.00 ft(N/A) Max. span = 32 ft Loads Distributed Loads Tributary width = 6.92 ft Self wt= 22.7 plf D = 12.0 psf D = 105.7 plf D (for uplift)= 10 psf Lr= 207.5 plf Lr*= 30 psf D+ Lr= 313.2 plf *Lr refers to Lr or S W = 16.0 psf .6D+W -55.8 plf Allowable Bendina Stresses Base Values Adiustment Factors Deslgn valueS(laterallv restrained) Fb= 2900 psi CF= 0.91 Fb'(dn)= 3035 psi Fv = 272 pSi C�(dn)= 1.15 Fv(dn)= 313 psi For unbraced compression flanQe: I� = 24 in (TrusJoist assumes full lateral support if braces at minimum 24"oc) lu/d = 1.0 � le= 49.4 CheCk Re = 11.5 <50, OK COVE= 0.1 FbE= $OZ � Fbe/Fb*= 0.264 CL= �.��0 Fb'= 3035 psi Analvsis o�o V(Ib) -soio ♦ ♦ R(Ib) M (k-i I� {, ,. -.,.. -' 1 i_ i�! YVH�'-!i�l��t.11-.�i'e � — � C�i�6�USTHte : � :=' z pI..AN 9EVt�b'U;�E^-r��- ; �� % �->r°..�,,,,,� �(in) �� . � - � `��u � �1 Z(!13 �_s�iJ�t;"i �i�� i�t�JL�:� . �-;>`�.�..:� ;t.f�G�--^-t-,,- � . ` . ROOF/5 . • 13 BLMP-02 Roof Beam Date: 9/11/2013 Member Desian Va=A x Fv'/1.5= 15039 #> 5010, OK Ma(F�s")= S x Fn'= 874 k-in >481, OK 'FLS=Full Lateral Restraint) Ma(braced)=S x Fb'= 874 k-in > 0, OK �= V240= 1.60 inches> 1.069, OK Reactions (Ibs) D LrorS W D+ Lr D +W Ratio to(D + Lr) 0.34 0.66 -0.35 1.00 -0.18 (negative implies uplift) Col A 1691 3319 -1774 5010 -892 B 1691 3319 -1774 5010 -892 C 0 0 0 0 0 D 0 0 0 0 0 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'rf 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= 0 # 0 - 15 ga. staples, 15 ga. staples = 0.0 (64#per staple x Co) 0 -each wa , or 8dx1.5 nails= 0.0 (86#per staple x C�) 1 -8d x 1.5 nails Bracing boundaries Col. to left to right of col A 0 0 0 (ft) B 32 0 0 C 32 0 0 D 32 0 0 E 32 0 0 F 32 0 0 10 20 30 40 50 60 ~ 70 " ,,_ta� ;i1�'�,`�.�i if fV':� , , ;�F Lr�SO�i AND INDUSTNi€:. ' ?LAN RE:VlEL'V;�EC77��'': . 'ai': r,`L� '��P ;3 (� Z�i3 .iS..J�JC_l.r_� .l..l�� V�;�� I�;t-.l.(_1 %ly�,P�'(„T'};' Blazer Industries, IIIC. 13 BLMP-02-IBC2012.x1sx ' �� ' � COU1 . . 13 BLMP-02 Wood Column Date: 9/11/2013 Location: End Columns Species/Grade: DF#2 Member Design Values Nominal Size: 2 x 6 Base Values Number of studs= 3 (if built-up) Fb= 900 Fc�� = 1300 psi Dimensional Information E= 1600 ksi h = 10' - 2.0" = 122 in Adjustment Factors d� = 5.5 in d2= 4.5 in C�= 1.15 SX= 22.7 in^3 Sy= 18.6 in^3 CF�b�= 1.30 A�= 24.75 in^2 CF��= 1.10 I�� = 122 in I�z= 40.7 in Cf�= 1.15 K� = 0.80 Kz= 1.00 Ci(b)= 1.00 e� = 0.25 e2= 0.75 Ci(E)= 1.00 Kri = 1.00 (solid) Kr2 = 0.60 (nailed) D2SIgf1 VaIU@S(unadjusted for stability Loads E'= 1600 ksi (Lr or S)+ D Pao�,= 5010 # 1 MX= 1.25 k-in (about d�axis) Fb*= 1346 psi W+0.6 D PuP= 892 # T My= 3.76 k-in (about d2 axis) Fo*= 1645 psi Allowable Bendina Stresses (NDS 15.3) Allowable Axial Stresses (NDS 15.3) Emin = 584 psl C= 0.8 leb� = 224 in leb2= 75 in le�� = 97.6 in leoz= 40.667 Rs� = 7.8 Re2= 3.3 le�/di = 17.75 le2/d2= 9.04 in FnE� = 11504 FbE2 = 63011 FoE� = 1526 F�e2= 5883 Cu = 0.993 C�z= 0.999 CP� = 0.665 CPZ= 0.560 Fba' = 1337 psi Fbz' = 1546 psi Fo'= 922 psi <d2 governs> Column Analvsis (NDS 15.3 and 15.4) Combined axial/bending check fo= 202 psi basic axial ratio= 0.048 fbx= 55 psi e1 effects= 0.097 Eq.(15.4.2) fby= 202 psi e2 effects= 0.272 Total ratio= 0.417 < 1.0, OK Column Notes: -Fasten studs of cofumn 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. - Instalt ti ht-fit blockin in floor for full bearin under column Bearinq at Top of Column Bearing width = 3 in Bearing length = 5.5 in Ab= 16.5 in^2 Beam species: LVL 2.OE Fcl= 750 psi fcl= 304 <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. 6-0.148 x 1.5" nails each way, on Number of uplift straps = � each strap. _ , ,, � :l�; . 0.148 x 1.5" nail Z'(1.6) = 150.4 Ib �_%r LAE'sOR kND iNDl1ST��-: Req'd 10d nails for uplift= 5.9 `' '�N F�EVIE4'U'c��!'Y!`""'` �� `::.�f' � Q �i�l� ,.;ki.ii:.�.=�( �i li i;c,;r+_., . r� .ri...�1 �!��z;1% l'lr": Bfazer Industries, 111C. 13 BLMP-02-IBC2012.x1sx � � ', . FLOOR/1 13 BLMP-02 RIM JOISTS&MIDSPAN BEAMS Date: 9/11/2013 Rim size=2 x 8 Roof LL= 30 psf Conc. Load= 1000# Rim joist values Roof DL= 12 psf module width= 13.83 feet A= 10.88 Fb= 2750 Wall DL= 11 psf Roof overhang= 1.00 feet s= 13.14 Fv= 285 Floor DL= 8 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)^2/(2*modwidth)= 332 Ib/ft wwall= waIIDL x wall height= 88 wFloorDL= floorDL x joist span x.375= 2� wfloorLL= floorLL x Qoist span-.33)x.438= 115 Total= 557 Ib/ft Lm= Sq.Root[8 Fb Cd S/12w]= 7.06 feet 1 1/2"x 7 1/4"LVL 2.OE rim Lv= 16 Fv Cd A/15w= 6.83 feet joists at exterior wall O.K. with su orts at 6'-10"max Ld= Cu.Root[12 E I/(360 x.0099 x 1728 w)]= 6.93 feet MARRIAGE LINE RIM JOISTS (For marriage lines without bearing walls) wfloorDL+wFloorLL= 137 Ib/ft Lm= Sq. Root[8 Fb S/12w]= 13.26 feet Lv= 16 Fv A/15w= 24.14 feet 1 1/2"x 7 1/4"LVL 2.OE rim Ld= Cu. Root[12 E I/(360 x.0099 x 1728 w)]= 11.07 feet joists at marriage line O.K. with su orts at 11'-1"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 I= 48.53 w=(DL+LL)(Modwidth/2)(1.25)+6.4 Ib/ft/beam= 421 Ib/ft Lm= Sq. Root[8 Fb Cf S/12w]= 5.7 feet Use 4 x 6 DF#2 midspan Lv=[(A Fv)/(1.5 w)+(1.75+5.5)/12]/.6= 10.1 feet beam with 4 x 4 posts (2 span) with su orts 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 I= 111.15 w=(DL+LL)(Modwidth/2)(1.25)+6.4 Ib/ft/beam= 421 Iblft Lm= Sq.Root[8 Fb Cf S/12w]= 7.2 feet Use 4 x 8 DF#2 midspan Lv=[(A Fv)/(1.5 w)+(1.75+7.25)/12]!.6= 13.3 feet beam with 4 x 4 posts (2 span) with . ��. ' �,.,�` Ld=Cu. Root{12x384xE1/(480x5xw)}/12= 7.8 feet ;��= �qgOj�A�lD��!��5� .t` y ?LfiN REVlE�'V!��=",7'�,�, , ,�-,,, '�aEP 3 i� �.01� .+Vt.�.iC.V� �1{�,.•tiJ ;; �;� t� .Y.�_�> S�l�)f S"� 1 I�. Blazer Industries,Inc. 13 BLMP-02-IBC2012.x1sx ' � � FLOOR/2 Office Loading I14'Module I Floor Joist with Center Beam Joist Size: 2 x 8 Total Span = 163 " Beam Pro erties NDS Design Values DF#2 -end brg. = 2 " A= 10.88 in^2 Fv= 180 psi Cf= 1.2 Eff. Span= 80.5 " S= 13.14 in^3 Fb= 900 psi Cr= 1.15 Joist Spacing = 16 "O.C. I = 47.63 in^4 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 plffjoist Concentrated LL= 2000 #on 30"x 30"area-assume 2 joists affected LL= 400 plffjoist Analvsis: Values from CAST output-maximum shear and moment from different loading scenarios V1 = 689 #(average maximum shear on one joist) V2= 830 # M = 13475 Ib-in Check Stresses Concentrated Load near rim ioist fv= 1.5 V1 /A= 95.0 </= 180 </= F'v, OK CH = 1.00 </= OK, limit split on wide face in Concentrated Load near center beam fv= 1.5 V2/A= 114.4 </= 180 </= F'v, OK CH = 1.00 </= OK, limit split on wide face in Concentrated Load at Max. moment fb= M/S= 1025 </= 1242 , O.K. DF#2 2 x 8 16"o.c. OK for 2000 #load an here. Derive Uniform LL (refer AITC Table 7.10) . . .-,�. wf= S F'b/(1.5 L^2)= 242 Ib/ft (for moment) -�-- !`�'` "J��' '�� J � ..,r LAB�J�?wND tNDUS�� > �'1 4N I�E.VlEYVISE''T4�t,� wdelta= (U360)E I = 529 Ib/ft (for deflection) -`'""-r? .0092 L^4 '�EP � � C�13 wv= 16 Fv A/[3(5L-8d)] = 379 Ib/ft (for shear) h.il�JCia�T �i�.� i.�JL.'i: w=wmin/joist spacing = 181 psf ��.�3 ("' 'ty�'�"`;^.'�'; wLL=w-DL= 173 psf DF#2 2 x 8 16"oc O.K.for 173 psf LL Joist Hanaers Vend= 689 # Fasten to LVL rimjoist with LU26 (Refer Simpson catalog} using 6 - 10d x 1.5 nails Vallow= 665 # Plus through rim 4 - .131"x 3"nails Vallow= 249 # Vtotal = 914 #, OK Blazer Industries, Inc. 14 ft ctrbm 2x8.xlsx ' . ' . LAT/1 � • 13 BLMP-02 Roof Diaphragm Date: 9/11/2013 Overall length= 32.00 ft Eave Overhang= 16 in Overall width= 27.70 ft Gable Overhang= 16 in Load Aaainst Lenath(sidewalls)(trans) wind summed at roof is negative,so zero Wind: end trib area= 4.83 ft x 4a= 12.0 ft= 58 sf middie trib area= 4.83 fbc(L-4a)= 20.0 ft= 97 sf end p= 23.6 psf mid p= 15.7 psf V(W)= 2881 #, WIND CONTROLS Seismic: W(trib)= 19854 # V(E)= 2836# load to end walls (not to scaie) Max shear above endwalls=V/2= 1440 # Vwind= 1440 # Max unit shear=Vend/width= 52 plf Vseis= 1091 # Sheathinp: Case 1 note: V(E)uses diaphragm factor and Vseis uses wall factor per seismic sheet Instatl: 7/16"thick rated sheathing(24/16),with 16 ga x 1 3/4"stapies 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 If in If 0 52 6 no 150 OK 2 45 6 no 150 OK 8 26 6 no 150 OK 16 0 6 no 150 OK Panel ends offset 4' (Refer ESR-1539) Chords above sidewalls F=VL/8W= 416 #, </= 11591 OK Use min. 1-1/2"x 3-1/2"continuous LVL rim MLine Boltinq Total width of endwalls= 27.70 ft,ctr= 13.851 ft MLine on rid B Distance from end 13.9 0.0 0.0 ft Distance from ctr. 0.0 ft Q(diaphragm)=Ad= 96 ft^2 x t I(diaphragm)=bh^3/12= 1771 ft^3 x t avg.flexural shear=VQ/1= 39 plf 1/2"Bolt spacing= 6 0 0 ft o.c. V allow = 106 '�;��(��::bV��1-ii�a i��1>'.; oK :,�F=LABt�R ANU if�lDlJST��1;: _ ��•;��iJ��l I��/l��V!�F^��-4r-.:,f Load Aaainst Width(endwalls)(long) ht @ 2a= 1.50 ht @rdg= 3.46 ft .,��, Wind: end trib.area= 4.83 A=2a(2wallh+h1)"`1/2*2= 67 sf " middie trib. area= 4.83 A=(W-4a)(2wh+h1+r)".5= 115 bfL� � r� ��1� ' end p= 0.0 psf V mid p= 0.0 psf V(V�/)= p # •:�it7JS:_�:�� Zi +.:t_:�,'i.. Seismic: W(trib)= 19854 # SEISMIC CONTROLS;.' �'"_��`-��' `�`�'��"'��`�� V(E)= 2836# load to side walis (not to scale) Max shear above sidewalls=V/2= 1418 # Vwind= 0 # Max unit shear=Vend/length= 44 plf Vseis= 1091 # Sheathina: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 44 6 no 110 OK 13.85 0 6 no 110 OK Chords above endwalls F=VL/8W= 307 #, </= 734 OK Install ST2215 bent from chords to MLine beams with 6-10d x 1.5 nails each end Install MLine bolt 8"from end Blazer Industries,I�C. 13 BLMP-02-IBC2012.x1sx � . ' . LAT/2 13 BLMP-02 Floor Diaphragm Date: 9l11/2013 Overall length= 32.00 ft Overail width= 27.70 ft Load Aqainst Lenqth(sidewalls)(trans) Wind: 1/2 wall ht= 4.00 ft floor joist depth= 0.67 2a= 6.0 ft 1!2 skirt/pony= 1.25 Aends= 71.04 sf v Tributary ht= 5.92 ft Amid= 118.4 sf end p= 23.6 psf mid p= 15.7 psf V(W)= 3531 #, WIND CONTROLS Seismic: W(trib)= 13583 # (not to scale) V(E)= 1940 load to end walls Max shear at ends=V/2= 1765# Vwind= 1765# Max unit shear=Vend/width= 64 plf Vseis= 746 # Sheathinq: 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 If in If cumulatively by stemwalls, p 45 6 no 185 OK apply70%of calculated 4 33 6 no 185 OK maximum 14 6 6 no 185 OK Modifier= 0.70 16 0 6 no 185 OK Panel ends offset 4' (Refer ESR-1539) Chords below sidewalls F=VL/8W= 510#, </= 11591 OK Use min. 1-1/2"x 3-1/2"continuous LVL rim MLine Boltinq Total width of endwalls= 27.70 ft,ctr= 13.851 ft MLine on rid B Rim species: DF Distance from end 13.9 0.0 0.0 ft Distance from ctr. 0.0 ft Q(diaphragm)=Ad= 96 ft^2 x t I(diaphragm)=bh^3/12= 1771 ft^3 x t avg.flexural shear=VQ/1= 33 plf 1/2"Bolt spacing= 4 0 0 ft o.c. V allow = 160 plf OK , :t....:.�l..i� kv'-\��:i"'I�VI.�i Ui'ti Load Aqainst Width(endwalls)(long) Wind: A(trib)_> Aends= 71 sf Amid= 92.954'�sI1�njOnR AtN- e7�l Ihl�UST�'�� :J ;�vi}�;� f,Cv�[.�4v��.��^r�� end p= 0.0 psf mid p= 0.0 psf _ V(W)= 0 # Seismic: W(trib)= 13583 # SEISMIC CONTROLS ;��-,� � � �U i� V(E)= 1940 load to side walls ` ^- Max shear at sides=V/2= 970 # Vwind= 0 # Max unit shear=Vend/length= 30 plf Vseis= 74b�-��-t-'i ��' '�•'`��- `- r:��'I (1 tty�;F:� ^.;t, Sheathin9: 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 U Dist. v s Block- v to end demand ing? allow. ft I in If (not to scale) 0 30 6 no 140 OK 13.85 0 6 no 140 OK Chords below endwalls F=VL/8W= 210#, </= 489 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, If1C. 13 BLMP-02-IBC2012.x1sx � . ' . LAT/3 13 BLMP-02 Shear Walls Date: 9/11/2013 Endwalls on Grids 1 8�2 Total length of wall 27.70 ft Wall shear= 1440 #at top Wall height 8.83 ft Wind controls Gabie height 3.80 ft Int.wall height 8.00 ft Net DL multiplier= 0.60 (nominal loads adjusted below) Trib. roof width 2.33 ft DF studs: 1.00 fastener factor 14 12 10 8 6 4 2 � 2 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)= 11.4 11.4 psf 1 0.00 13.85 13.85 0 7 Roof DL= 12 7.2 psf 2 0.00 27.70 27.70 0 7 Roof rim/other= 6.2 3.72 plf 3 0.00 27.70 27.70 0 7 Net roof load= -6.1 plf 4 0.00 27.70 27.70 0 7 Ext.wall DL= 11 6.6 psf 5 0.00 27.70 27.70 0 7 Int.wall DL= 11 6.6 psf 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 Ib 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 Ib Ib Ib wall Ib Ib nails 1 13.85 0.00 yes 13.85 720 -85 807 0 0 164 1.3 2 13.85 13.85 yes 13.85 720 -85 807 0 0 16+� _ ..L3, 3 0.00 27.70 no 0.00 p � �- �`� �� '��`'��;��`� ��:��'� �r- LABOR ANO iR�f3USTFi4:-` 4 0.00 27J0 no 0.00 � •; ;'(.At�� REVl�bV';��",-;`•"'` 5 0.00 27.70 no 0.00 0 '�'��`��?'�'t"��.`: 6 0.00 27.70 no 0.00 0 Total 27.70 Net width= 27.70 ft of designed shear panels '�,;. �; �Q�� Net width= 25.30 ft available after subtracting out all openings/unused panels/strapped windqv��,,j�:�,;� �;i,; i;t_,j�;,. Unit shear above openings = 52 #/ft< 120 #/ft ' � �-� [;� ?;•��,E��=�:,"'a; Unit shear next to openings= 57 #/ft< 120 #/ft At panel comers install Install 19/32"rated panel siding over (1)ST2215 w/min 5/8"gyp with 0.092 x 2 1/4 nails 2 10d x 1.5"nails at 6"edge each way at 12"in field Blazer Industries, 111C. 13 BLMP-02-IBC2012.x1sx � ' , ' , LAT/4 13 BLMP-02 Shear Walls Date: 9/11/2013 Sidewall on Grid A Total length of wall 32.00 ft Wall shear= 1091 #at top Wall height 8.00 ft Seismic Controls Gable height 0.00 ft Int.wall height 8.00 ft Net DL multiplier= 0.46 (loads adjusted below) Trib. roof width 8.25 ft DF studs: 1.00 fastener factor 14 12 10 8 6 4 2 z 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)= 10.1 0.0 psf 1 4.00 3.33 7.33 4 7 Roof DL= 12 5.5 psf 2 0.00 32.00 32.00 0 7 Roof rim/other= 6.2 2.85 plf 3 0.00 32.00 32.00 0 7 Net roof load = 48.4 plf 4 0.00 32.00 32.00 0 7 Ext.wall DL= 11 5.1 psf 5 0.00 32.00 32.00 0 7 Int.wall DL= 11 5.1 psf Total 4.00 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 Ib 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 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 Ib Ib Ib wall Ib Ib nails 1 3.33 0.00 no 0.00 0 2 24.67 7.33 yes 24.67 1091 1194 999 0 0 -742 none 3 0.00 32.00 no 0.00 0 4 0.00 32.00 no 0.00 0 5 0.00 32.00 no 0.00 0 6 0.00 32.00 no 0.00 0 Total 28.00 Net width = 24.67 ft of designed shear panels Net width= 24.67 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above/below strapped windows= 44 #/ft< 120 #/ft Unit shear next to strapped windows= 44 #/ft< 120 #/ft Install 19/32"rated panel siding over 5/8"gyp with .092 x 2 1/4 nails at 6"edge . - at 12"infiield � `� ``� �''='��'r��"�l1=d ��'�� !I DUST�i: 4"at top/btm e�i��0.N F?EVirV4'�� .��!r . -.f _� `;�P 3 t; 1'�1;� ;ii:,�+c'`.�1✓� I��} ;.;.f,.�S:i.. -, r�,;.:3 �'r is.��-';.'�.-•-;-li. Blazer Industries, Inc. • 13 BLMP-02-IBC2012.x1sx � ' ' LAT/5 13 BLMP-02 Shear Walis Date: 9/11/2013 Sidewall on Grid C Total length of wall 32.00 ft Wall shear= 1091 #at top Wall height 8.00 ft Seismic Controls Gable height 0.00 ft Int.wall height 8.00 ft Net DL multipfier= 0.46 (loads adjusted below) Trib. roof width 8.25 ft DF studs: 1.00 fastener factor 14 12 10 8 6 4 2 2 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)= 10.1 0.0 psf 1 4.00 1.33 5.33 4 7 Roof DL= 12 5.5 psf 2 3.00 27.25 30.25 7 7 Roof rim/other= 6.2 2.85 plf 3 0.00 32.00 32.00 0 7 Net roof load = 48.4 plf 4 0.00 32.00 32.00 0 7 Ext.wali DL= 11 5.1 psf 5 0.00 32.00 32.00 0 7 Int.wall DL= 11 5.1 psf 6 0.00 32.00 32.00 0 7 Total 7.00 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 Ib 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 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 Ib Ib Ib wall Ib Ib nails 1 1.33 0.00 no 0.00 0 2 21.92 5.33 yes 21.92 1091 1061 887 0 0 -576 none 3 1.75 30.25 no 0.00 0 4 0.00 32.00 no 0.00 0 5 0.00 32.00 no 0.00 0 6 0.00 32.00 no 0.00 0 7 0.00 32.00 no 0.00 0 Total 25.00 Net width= 21.92 ft of designed shear panefs Net width= 21.92 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above/below strapped windows= 50 #/ft< 120 #/ft Unit shear next to strapped windows= 50 #/ft< 120 #/ft Install 19/32"rated panel siding over 5/8"gyp with .092 x 2 1/4 nails at 6"edge at 12"in field ''.i� t�� !.'rr�'.�;i�v:�1:�':� 4"at top/btm edges ^., . D{I�SC)U�T€�;�:; ,._laf�! (i��J!�_4�1:��-;� �;�P ;; � 1013 Blazer Industries, Inc. 13'��.-t��'.i��;, y i � . �, ', ' . FND/1 13 BLMP-02 Stemwall Fastening Date: 9/11/2013 Dimensional Information Width = 27.7o ft along endwalis Shear Width = 27.70 ft Length = 32 ft along sidewalls Shear Length = 32 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 �� to plate) 6 164 4 246 3 320 2 418 For toenailing rim to sill w/16d HDG box nails (loads 1 to plate) 12 73 9 97 6 146 For mudsill anchors, specify: Allowable load (#) Anchor �� to sill L to sill Simpson MASA 1235 765 or 1/2" � A.B. 900 600 (lesser loads govern) Lateral Loads and Fastener Spacinq 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) Dia hra m and loadin direction # plf in. o.c. plf ft. o.c. plf Endwalls Wall �� to plate 1440 52 6 snear str� 164 6.00 150 Floor 1 to plate 0 0 12 toenailed 73 100 Sidewalls Wall/flr �� to plate 1091 34 6 snear str� 164 6.00 150 Floor 1 to plate 746 23 12 toenailed 73 100 : _;_ , . � - E . ....i(.- t , i..3`iiEi ,i.�%!�� ;t�L.A80F�AND{R!�l1Sl�i. ; :'�.AN ��EVIE=b1,��S�^,-:� ;.• - , ;='�� ,i � �t�� :.it:�J�:C`I . .0 �:•i:.;'fU_ - r�i�.? rf }i��+'._ Blazer Industries, I11C. 13 BLMP-02-IBC2012.x1sx � ' ' FND/2 13 BLMP-02 Foundation Date: 9/11/2013 For stemwall/post&beam foundation under modular building Deadloads Liveloads Roof(max) 12 psf Roof 30 psf Roof rims/Parapets 6.2 plf Roof(unbalanced) 30 psf Exterior wall 11 psf Floor UDL 40 psf Floor 8 psf 100 psf exit corridors Floor rim perimeter 4.1 plf Floor Conc. 1000 #over 30"x 30" Floor rim MLine 4.1 plf Partition load 0 psf Dimensional Information #of Modules= 2 Wall height 8.00 ft Midspan beam? Yes Gable height,avg. 4.63 ft Stemwall height 24 in Module width 13.83 ft Stemwall width 6 in Roof span 1 module Footing height 6 in Eave overhang 16 in Footing width 12 in Rafter trib.width 16 in Line Loads Sidewall Roof 353 MLine Roof 0 Wall 88 Wall 0 Floor 170 Floor 340 for two mods 611 plf 340 plf Endwall Roof so Midsqan Floor 415 plf Wall 139 Floor 36 265 plf FOOtI11qS (Footings carrying column loads specified elsewhere) Allowable soil bearing pressure q(allow) = 1500 psf Stemwall Bldg load= 611 Install 12 x 6 inch continuous perimeter Stemwall/ftg wt= 225 footin with 2-#4 bars continuous Total load = 836 plf Qmax= 836 psf< 1500, OK Marriage Line Size= 18_inches square by 8 inches deep Spacing = 8 ft o.c. Bldg load= 2721 Install 18 in. square x 8 in. deep footings at Ftg wt= 225 8 ft O.C., max. Total Load = 2946 # Qmax= 1309 psf< 1500, OK Midspan Size= 18 inches square by 8 inches deep Spacing = 6 ft o.c. _ _ Bldg load= 2489 Install 18 in. square x�$Y�gy �r �� ;c Ftg wt= 225 6 ft o.c., max. �� ;lE�'V/�!=:r� Total Load = 2714 # � '� `-�'� Qmax= 1206 ps�< 1500, OK � ��.P ;; ;� CU i� �.7t�.sr._C;i .{.<; ��,fi.:;_ ,,,,.�-._._,_ . . �:- -, r.., 9 '� �,i-.,�_ 1�.�a�:?.�;:�t !+: � Blazer Industries, It1C. 13 BLMP-02-IBC2012.x1sx �. � . FND/3 13 BLMF-02 Column Footing Date: 9/11/2013 End Columns Loads Roof beam 5010 #x 2 modules= 10020.8 # Column/wall 50 # Floor -DL 8 psf - LL 40 psf trib.width 3.4 ft trib. length 4 ft Rim DL 3.5 plf Floor= 667 # Post/pier 120 # Total = 10858 # Footina Col c1 = 5.5 in Rebar fy= 60 ksi Col c2= 5.5 in Concrete fc= 2500 psi Footing b1 = 34 in "d" = 6.5 in Footing b2 = 34 in q(allow)= 1500 psf Footing depth= 10 in, Wt= 970 #» q = 1473 psf< 1500, OK Strength desiQn of footing Conservatively estimate�y(tot)= 1.4(20%)+ 1.7(80%)= 1.64 "Cantilever"dist. = 14.25 in qu = 2416 psf Footing b= 34 in Mu = 57.9 k-in As(min),flexural = 0.55 in^2 (or less if ULR<0.67) 5 #4 bars As(min), shrnk/temp= 0.61 in^2, » As= 1.00 in^2, OK Stress block"a"= 0.83 in �Mn = 365.1 k-in >58, OK ULR= 0.16 Check flexural shear Portion of footing loading critical section x= 5 in Factored shear Vu = 2.9 k �Vc= 18.8 k>2.9, OK Check ounching shear Column factored load Pu = 17.8 k Critical perimeter bo= 48 in Vu = 15.4 k �Vc= 26.5 k> 15.4, OK Footing is 34 x 34 x 10",with 5-#4 bars each way Place rebar with 3"clearance to btm. :� �i" �6":r-�_�';I1�l4. .�,�.�a�c��,art��n��s��3!:: „ , �Rt S2r:•��[- � tc�r:r,-e-;r . _ � v..'��, ._ . %�P ;�� tU13 ' .,�:>.;c::i..:1 �i.i i'�I.;�,. . , '�-.'.L:� ;a"rt:E�_,��;,`,,- a.. Blazer Industries, 111C. 13 BLMP-02-IBC2012.x1sx , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 � - , • - � • 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1,and>3 story R2&R3 Revised June 2013 ProjectInfo ProjectAddress KCDA- Yelm sn 26x64 #17924-17925 Date 5/21/2013 16525 ioocn w8y sE For Building Department Use Yelm, WA 98597 Applicant Name: Jonn xotr� ApplicantAddress: siBZar Industries, Inc. 945 Olney St. Aumsville, OR Appiicant Phone: sos-�a9-�900 Project Description ❑� New Building ❑Addition ❑ Alteration ❑Change of OccupancylConditioning Compliance Path ❑Presc;�iptive ❑✓ Component PerFormance ❑ Total Building Performance Occupancy Group C� Commercial � Group R(R-1 &>3 story R-2 and R-3) Climate Zone �� Climate Zone 4c/5b � Ciimate Zone 6b(See WSEC 301.1 for county list) Vertical Fenestration and Tota�Vertical Gross Exterior Fenestration Above Grade %Vertical Skylight Area Calculation (rough opening) divided by Wall Area times 100 equals Fenestration If complying via the Prescriptive path, 5 2 .0 — 1�12 .0 )( �� - 5.1� provide values for vertical fenestration, . - skylights,gross walls and roof. If complying vra the Component Gross Exterior Performance path,these values are auto- Total Skylight divided by Roof Area times 100 equals °�o Skylight filled by the ENV-UA form and cannot be edited here. — 817 .0 X 100 = Vertical Com I�es Maximum Prescriptive Fenestration P Fenestration Area Skylights 5�% Floor Area in DLZ � More than 50%of the floor area in daylight zone per C402.3.1.1 ❑ Project has semi-heated areas as defined per C402.1.4 � Applying wall exception to semi-heated areas 1. To be deemed semi-heated the area is heated but not cooled,and has a max.heating system output capacity between 3.4-8 Btuh/ft2. Refer to C402.1.4 for requirements. Semi-Heated Path 2.Semi-heated spaces shall be documented separately from other conditioned spaces-provide separate compliance forms for each condrtioned area type. 3.Semi-heated spaces may comply under the Prescriptive or Component Performance compliance path. 4.Envelope elements separating semi-heated from other conditioned spaces shall comply with thermal envelope requirements for an exterior wall. ❑Walk-in cooler ❑ Walk-in freezer ❑ Refrigerated Warehouse Cooler ❑Change of Occupancy/Conditioning Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer Project includes more than one occupancy type and/or level of space conditioning.Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: ❑Gommercial ❑Group R1 or>3 story R2/R3 � Refrig, �'' `"�� 'f ` '� Space Conditioning _�`��1�'��i��I �ND �5��"�� Fully Conditioned ❑ Semi-Heated ❑ Low'En�` i��`{Oi�`�V,�`^1��. -r'if r..: , I t �Group R2/R3<3 story 'Low energy areas are exempt from all thermal envelope provisions and compliarx39-iorrrz�tdr�� these areas are not required. Refer to C101.5.2 for exemption. �:t��c:(_- ;�� :;i�(�,� ;c-�; ;� ��,;<,�; -,-�-�,, . . �..... F'... .,.., . , , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 ' • � - . • . • ' • 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2&R: Re�ised,June2o�3 Minimum Re uirements Use table to determine if project qualifies for the optional q Prescriptive Option. All components must meet the stated for Prescriptive Option requirement. Climate Zone Climate Zone 4c/Sb Climate Zone 6b Occupancy Group All Other Group R All Other Group R Opayue Elements Insulation Min.R-Valuea'f Roo s Insulation Entirelv above Deck R-30 c.i. R-3£c.i. R-38 c.i. R-30 c.i. � Metal Building(with R-3.5 R-25-R-11 Ls R-25+R-11 Ls R-25+R-1 1 Ls R-25+R-1 1 Ls thermal blocks)a.b Attic and Other F:-49 R-49 R-49 R-49 Wa[ls,Above- rade � Mass -4.5 .i.` R-1 .3 .i.` R-11.4 i.` R-1 2 c.'.` Metal Buildina R-1?+R-13 c.i. R-13+R-13 c.i. R-13+R-13 c.i. R-19+R-16 c.i. Steel Framed R-1 i-- R-lOc.i. R-19+R-8.5 c.i. R-13+R-12.5 c.i. R-19+R-14 c.i. Wood Framed and Other R-2,] int R-21 int R-13+R-7.�c.i.,or R-21 +R-5 c.i. R-21 +R-3.8 c.i. Below Grade WaA Same as above grade Same as above grade Floors Mass R-:0 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist(per foomote c) R-38-R-10 c.i. R-38+R-10 c.i. R-38+R-10 c.i. R-38.0+R-10 c.i. Wood Framed and Other R-30 R-30 R-38 R-38.0+R-]0 c.i. Slab-On-Grade Floors Unheated R-10 for 24 in.(with R-]0 for 24 in.(with R-10 for 48 in.(with R-15�for 48 in.(with thern�al break) thermal break). thermal break) thermal break) Heated R-10 perimeter& R-10 perimeter 8: R-10 perimeter& R-10 perimeter 8& under entire slab under entire s]ab under entire slab under entire slab Opayue Doors Maximum U-Factor Swinging [��-0.37 U-0.37 U-0.37 U-0.37 Roll-u or slidin R-4.75 R-4.75 R-4.75 R-4.75 Fenestration 0-30%of Wall Assembly Maximum U-factor(NFRC Rated) Vertical Fenestratio�r Nonmetal framin t--0.30 U-0.30 U-0.30 U-0.30 Metal framin (fv�ed) t'�-0.38 U-0.38 U-0.36 U-0.36 Metal framing(operable) ti-0.40 U-0.40 L'-0.40 U-0.40 Entrance doors L-0.60 U-0.60 0-0.60 U-0.60 Skvli hts Skyli hts L-0.50 U-0.50 U-0.50 U-0.50 Fenestration 0-30%of Wall Assembh�Maximum SHGC Factor Vertical Fenestration PF<0?:all orientations-SHGC-0.40 0.2<_PF<0.5:north-SHGC-0.44,all other SHGG0.48 PF>_0.5:north-SHGG0.48,all other-SHGG0.64 Skvliehts SHGC-035 SHGG0.3� SHGG0.35 SHGG0.35 For SI: I inch.=25.4 mm.ci.=Continuous insulation(see footnote fl.NR.=No requirement. LS.=Liner system--A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed,unfaced insulation rests on top of the membrane between the purlins. a Assembly descriptions can be found in Chapter 2 and Appendix A. b Where using R-value compliance method,a thermal spacer block shall be provided,otherwise use the U-factor compliance method in Table C402.1.2. c R-5.7ci is allowed to be substituted with ccnicrete block walls complying with ASTM C90,ungrouted or partially grouted at 32 inches or less on center vertically and 48 inciies or less on center horizontally,with ungrouted cores filled with materials having a maximum thermal conductiviry of 0.44 Btu-nti/h-ft2 EF. ��: E�� +'%;= ti dr 3��.;�i+P+ F E��i� d Where heated slabs are below grade,belo�-grade walls shall comply with the exterior insulation requirements for heated.`aF�a sl}A��(��j l{�ji� �I��j�l.r',T�y'; e Steel floor joist systems shall be insulated to R-38.+R-lOci. ? ='ja�� \l��=4yj; r';,"`" f For roof,wall or floor assemblies where the proposed assembly has penetrations>0.04°�0 of the area,the assembly is not �` C-�: ,-�� U �U�? :i Cf,.i C Lj...T ..+l t �... :i..,_ .. , t '�-.�.`.,, f�'+�Q��. ��.��. , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and> 3 story R2 R3 y • ' - • � . � . � � � 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2&R3 Rewsed June 2013 ProjectAddress KCDA- Yelm sD 28x64 #17 924-17 925 Date 05/21/2013 Occupancy Group � Commercial �,' Group R(R-1&>3 story R-2/R-3) Clear For Building Department Use Climate Zone OO Zone 4c/5b O zone sb Change in occupancy or space conditioning 0 Note-Proposed UA may exceed Target UA by 10%per C101.4.4 and C101.4.5 Fenestration Area as%gross e�erior AG wall area 3.2� Max.Target: 30.0% Skylight Area as%gross exterior roof area Max.Target: 5.0% �J�% Floor Area in DLZ Q ?50%of th4�floor area in daylight zone per C4023.1.1 Notes:1:!t vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements wil!be calculated by the compliance form. Refer to sheet on the backside of the ENV-SHGC form for this calculation. 2:U-factors shall come from Appendix A,chapter C303, or calculated per approved method as specified in C402.1.2. 3:Refer to ENV-CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide source of U-factor,page/ptan#of assembiy detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) Y R= ID: i , 0.034 � � R= ID: �, ' Above Deck insulation U-0.034 � R= ID: I, � -� R= ID: , , 0.031 !, I � 00 R= ID: I �� Metal Building U-0.031 � R= I D: ` R=38 ID: 0.027 817 ' 22.1 0.021 ' 817 ' 17.2 � R= ID: , Single raft,attic,other U-0.021 � R= ID: ' ' � R= ID: I 0.055 u- R= ID: ', Steellmetal frame U-0.055 �, � R= ID: � -o R= ID: , 0.052 ' Q 00 R= ID: ' '�, Metal Building U-0.052 `� � R= I D: �! � � p R=21 intlD: 0.045 I 960 '� 43.2 O.Q54 ' 960 ! 51.8 � o R=3 ci ID: '� ', Wood Frame,other U-0.054 a � R= ID: I � , R= ID: I 0.104 i I w � R= ID: , Mass WaII U-0.104 � R= ID: N R= ID: , �, 0.104 ' ' o� R= ID: , I!� Assumed to be Mass Wall U-0.104 �� R= ID: j m m I � R= ID: N R= ID: ', 0.031 i ' o R= ID: � Mass Floor U-0.031 m � R= ID: � � 1raF�:;�-9� � , � 'o R=30 ID: 0.029 ', 817 ', 23.7 0.029 � � : `)��`�''` a� , , � R= ID: ', JoisUFraming ` ' -b�9;0 F$�^,' � R= ID: , � F-factor I x Perimeter j=UA(U x A) F-factor x Perim� - A` � R= ID: 'I 'I 0.540 ' ' � m R= ID: I I Slab-On-Grade ,E„��;(�U QZ5�4E �, ; � � � � R= ID� '�� I �'i.�.� iv��'� �._ ° � R= ID: � 0.550 � ' � � R= ID: ', ', Heated Siab-On-Grade U-0.55 = R= ID: ' p F o e re wr m n s ca er e a� Area UA Area UA s�a�e foo riofe req�uere�ments pp�nc�ix�values.�ans must��fearly page 1 Subtotal 2594 89 2594 93 , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 � - � � - • � - � � � ProjectAddress RCDA- Yelm sa zaXea #17 924-17 925 Date 05/21/2013 Fenestration Area as�io g�oss e�ter�o�Wan a��f�a 3.2% Max.Target: 30.0 o For Building Department Use Skylight Area as%gross e�erior roof area Max.Target: 5.0% Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of all applicable envelope eiements will be calculated by the compliance form. Refer to sheet on the backside of the ENV-SHGC form for this calculation. 2:Provide NFRC or Appendix A U-factor for fenestration assemby(combined frame and glazing performance). 3:Refer to ENV-CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide source of U-factor,page/plan#of assembry detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) m y U=0.37 ID: 0.370 20 7.4 0.37 ' 20 7.4 �Q U= ID: � I Opaque Swing Doors I U-0.37 U= ID: a N U= ID: I I o.3� ' ' � o �- �p: ' �', Opaque rollup&sliding U-0.37 �� U= ID: ' @ U=0.3 ID: 0.30 ; 32 ! 9.6 0.30 ! 32 '�, 9.6 � U= ID: !i I Non-Metal Frame o U= ID: i ', U-0.30 Z U= ID: I �� U= ID: , I 0.38 ' I o � �- �p: ' I Metal Frame, Fixed � � U= ID: ' U-0.38 � � U= ID: � � u- o U= ID: j � 0.40 �, � _ U= ID: I , Metal Frame,Operable � � U= ID: I �I U-0.40 � U= ID: ' � � U= ID: I 0.60 ' I @ U= ID: Metal Entance Door a�i U= ID: U-0.60 � U= ID: !i � � U= ID: ' 0.50 I a, T U= ID: I' , All types Y ~ U= ID: �! i U-0.50 � ¢ U= ID: Area UA Area UA Page 2 Subtotal 52 17 52 17 Page 1 Subtotal 2594 89 2594 93 To comply: Total 2646 106 2646 110 1)Proposed Total UA shali not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. �(.1;� ��t�-i��1`'�< '��` 1.!',E30R��dJ fl�,?�li�Ti=�;: ��An� r,�=1fl�=L1;',!St�?-.,-„� � �= `��I' ` '" 2i113 L. ;� tJ . _..r_ _ ,-. � �_;ia�i L i�;i �l� l.!.1 f.:;� ,,�.._. i'r'.`:..i.'� 'r>>�:::}-�=',, �_i1.. , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 R3 : • � ' ' ' 2012 Washington State Energy Code Compiiance Forms for Commercial,Group R1,and>3 story R2&R3 Revised June 2013 Project Address 1CCDA- Yelm sa zaxea #17924-:_7925 Date 5/21/2013 The followin information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington�tate Energy Code,Commercial Provisions Applicability Code Location Building Department (yes,no,na) Section Component Information Required on Plans Notes SCOPE (Section C101) m•A• C101.5.2 Low energy spaces Low energy(unconditioned)spaces identified on plans N.A. C101.5.2.1 Semi-heated spaces Semi-heated spaces identified on plans /C402.1.4 � A C402.5/ Walk-in and refrigerated Cooler and freezer spaces identified on plans N.A. C101.4.6 Mixed occupancy Spaces with�ifferent occupancy requirements identified on plans N.A. C101.4.4/ Change in Existing builaing spaces undergoing change identified on pians ENVELOPE PROVISIONS xes C303.1 Insulation identrfication Ident'rfication mark to be applied to all insulation materials A_Z xes C303.1.3/ Fenestration product rati Fenestration products labeted with rated U-factor,SHGC,VT,leakage rating A-1 xes General installation Indicate installation method,densities and clearances to achieve intended R-value of A-2 xes C402.2.1 Roof assembly insulatio Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; A-2 Indicate baffles if eave vents instalied; indicate face sta lin of faced batts Yes C402.2.3 Abovelbelow grade wall Indicate R-value and framing material on wall sections; insulation Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; A-2 fndicate mass of masonry walfs if mass wall claimed Indicate loose-fill core insulation for masonry walis as necessary Indicate fre uenc of routed cores and bond beams as necessa x.A. C402.5I Walk-in and refrigerated C402.6 �"arehouse coolers and tndicate R-values for walls,ceilings.doors and floors in sections freezer insulation Yes C402.2.7 Opaque doors(<50% Indicate rated U-factor(swinging)or R-value(roll-up/stiding)on wa�l sections A-1 xes C402.2.5 Floor over outdoor or Indicate R-value on floor sections; unconditioned space Indicate substantial contact with surface; A-2 i�sulation Indicate that insulation does not block airFlow throu h foundation vents. N.A. C4022.6 Slab-on-grade floor Indicate R-va�ue on wall section or foundation detail; insulation Indicate slab insulation extends down vertically required distance from top; Indicate above rade exterior insulation is rotected N.A. C4OZ.Z.B Indicate R-vaiue on wall section or foundation detail; Radiantly heated slab- on-grade Floor insulation Indicate slab insulation to full slab depth and under entire slab; Indicate above rade exterior insulation is rotected x•A• C402.2.8 Thertnal radiation syste Indicate insulation of panefs,U-bend/headers&floor structure is min.R-3.5 N.A. C402.3.1 Vertical tenestration ma Provide calculation of vertical fenestration area as°/of gross wall area w.A. C402.3.1.2 Skylight maximum area Provide calculation of skylight area as%of gross roof area p�,A. Chap 2 Daylighting zone Provide calculation of%of overall conditioned floor area in daylight zone Yes C402.3.3 U-factors and SHGC for Indicate U-factors and SHGC values in fenestration schedules; vertical fenestration, Provide area-weighted calculations as necessary; A-i glazed entrance doors Indicate if values are NFRC or default,if default then specify frame type,glazing and skylighis la ers a width,low-e coatin s qas fillin x.A. C402.3.3/ Permanent shading provide projection factor calculations for North and Non-North orientations 4 .1 vi AIR LEAKAGE xes 402.4.1.2. Air barrier materials Indicate ASTM E2178 rated materials used to provide air barrier on plans A_y xes C402.4.1.1 Air bartier construction Indicate location of continuous air barrier on plans; /C402.4.2 and sealing Provide details for all joints,transitions in materials,penetrations in air barrier and n m h f lin c Ik k r h r rov d m th d A-2 xes C402.4.3/ Fenestration,door and Indicate air leakage rating and/or method of sealing for all fenestration,doors and 4 2.4.4 e s nin I k e nin in s h I A.�2 . ,. t..3; -r� - N.A. C4O2.4.$ Recessed lighting Indicate IC rating offixtures in lighting equipment scheduie; - �iQ�hi�r`� IC�Jl.��i�r�.s�'.�� fixtures Indicate method of sealing between housing and wali or ceiling in plans �µ��-��h) ��v��-4�!!�' '�T';�'` �•1+• C402.4.5.1 Stainvay and shaft Indicate iocations of all stairway and shaft vents; - Provide leakage rating of motorized dampers in equipment schedules nt.A. Indicate locations of all outside air intakes and exhausts; +:L. ,; �� L �� °^ C402.4.5.2 Outdoor air intakes and exhausts Provide leakage rating of dampers and identify whethermotorized or gravity in m.A. C402.4.6 Loadin dock seals Indicate weatherseal at car o and loadin dock doors J r�l�.,. y "�"` �;` 9 9 9 ��` - �}� �.I+. C402.4.7 Vestibules Indicate locations and dimensions of vestibules in plans; For uncondirioned vestibles,indicate which wall assembly(interior or exterior) 402.4.1.2. Air barrier building test Indicate air t�arrier test method conducted in accordance with ASTM E779; , , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and>3 story R2 R3 �� Submit results of air barrier test to junsdiction,including leakage rating; on site If test results exceed 0.40 ctm/ft2 at 0.3 in.w.g..inspect air barcier and seal noted sources of leakaoe Submit repert to jurisdiction of comective sealing measures taken If"no"is shown for any question,provide explanation: " Ji V�Y Y i;�t :�'.\ ,:i=Lh��!ri,�4�1.� i��i.�5��i:: - 7i�n� Si��,l;�t��!'t3F:-�•-�'�r•r. `�Et �; �� 201? •.;;-iJe:i;.. �;_C ;J,�:R_..`;: . � 1�_?...�� i�7�',. �'.' , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and> 3 story R2 and R3 • • • 2012 Washington State Energy Code Compiiance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info ProjectAddress KCDA- Yalm sia 26x64 #17 924-17 9 2 5 Date 5/21/2013 ieszs 100th Way ss For Building Department Use Yelm, WA 9N597 Applicant Name: Jo� xocn ApplicantAddress: $laZe= xaaus�=ies, Inc. 945 oineY sc. a�.,iiie, ox Applicant Phone: 5os-�a9-i9oo Project Description � New Building ❑ Addition ❑ Alteration ❑Plans Included Lighting Compliance � Lighting Power Density Calculations 0 Total Building Performance Path (If Total Building Performance then only LGT-CHK is required.) Interior Lighting � Building Area Method Q Space-by-space Method Compliance Option Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project � Addition area or Change of Space Use area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions Provide Buitding Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing rf applicable)lighting wattage of Addition or Change of Use scope. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60%or more of luminaires in space replaced Provide Buifding Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(rncluding existing)lighting wattage of project scope � Less than 60%of luminaires in space replaced Provide Space-by-space Method(LTG-INT-SPACE)Compliance Form. Document existing total wattage in space and proposed (including exrsting)lighting wattage of project scope ❑ Lamp and/or baltast replacement within existing luminaires only-existing total interior building wattage not increased � New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylrghf zone controls(C405.2.2.3),specifrc application controls(C405.2.3),and commissioning of fighting controls per C405.13 � New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring,automatic time switch controls(C405.2.2.1),and commissioning of lighting contro(s per C405.13. � Space is reconfigured-luminaires unchanged or moved only Provide aU applicable lighting controls as noted for New Wiring and commissioning of fighting controls per C405:]l,�: - ��- ;��, ,•,y; � �.'i i�17e��i.,�) .J�I�7,_... � No changes are being made to the interior lighting and space use not changed. �� - � , t;";- r �� :.,:l._� �� 1i, L�..7�4 ..:L7.11:1.�.� �,i ;,Jt�'i.1L � r :C=.�.�Z (��,��-;.l:i_', --�� , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 • • • : • • ' • • : � 2012 W ashington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info ProjectAddress KCDA- Yelm sD zaXsa $17 924-17 9 2 5 Date 5/21/2013 16525 ioocn w8y ss For Building Department Use Yelm, WA 9R597 Applicant Name: Jonn xocn Maximum Allowed Lighting Wattage Location(plan#, owe ross n enor a s owe Building Area room#,or ALL) Area Description Watts per ft2' Area in ft2 (watts/ft2 x area) School/universit All Classroom 0.99 817 809 'Lighting Power Allowances per Table C405.5.2(1) Total 817 Pro osed Li htin Watta e Location(plan#, Fixture Description Number of Watts/ Watts Building Area room#,or ALL) (Include exempt equipment per Note 5) Fixtures Fixture Proposed 3chool/universit All Flourescent Troffer 3- Tube 9 $$ 732 Notes: 1.Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2.Proposed fixtures must be listed in the building area in which they occur. Include ALL fixtures. 3.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and 6allast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp, and ballast information. 4.Fo�proposed Watts/Fixture,use manufacturer's/isted maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C4Q5.5.1. For line voltage track lighting,list the greater of actual luminaire wattage or length of track mulfiplied by 50, or as app/icable,the wattage of current/imiting devices or of the transformer. For low voltage track lighting/ist the transformer rated wattage. 5.For lighting equipment eligible for exempfion per C405.5.1,note exception number and leave Watts/Fixture blank. . f.f 4-r'�,�'_ Y�,:i;.. . -'+' 1.FtfiOF f��`�i�!1`J�liSi;�;•:. _. i.t�r�t�� fi�l/{{-t1li<. ,-��-+.7'�.;,... .�!,: �1�-... - `�� ;; �' C�J�� . ..it..%.ti;.11�7. _�.1..5 ii1_ir.%L�. 1 �_ .,...� .. . . . ._... ,.-.. . , ,.,�. � � � .f:�-r :�� . . . : .�. ._ . 7,.> .... . , 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >3 story R2 and R3 • � . 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Proj Addres xcaA- x�:�m sD 26x64 #17 9 24-17 92 5 Date 5/21/2013 iesas 100th Way sE For Building Department Use Yelm, WA 98597 Name: sonn Rot;n Appl.NBRIe Slazer �"ndustries, Znc. 945 Olney St. Aumsville, ox Appl. Phonesos-�a9--L9oo Project Description ❑� New ❑ Addition ❑ Alteration ❑ Plans Included Li�hting Zone Q Zone 1 Zone 2 Q Zone 3 � Zone 4 (as specified by Jurisdiction) Compliance Option � Lighting Power Density Calculations � Total Building Performance Building Grounds ❑ Efficacy>60 lumens/W ❑ Controlled by motion sensor (luminaires> 100 Watts) ❑ Exemption(list) Alteration Exceptions ❑No changes are being made to the exterior lighting (check appropriate box-sec. C101.4.3.1) � New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighfing controls(C405.2.4)and commissioning of lighting controls per C405.13 Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 500 owe a s Area(ft ), perimeter owe a ts Tradable Surfaces Description per ft2 or per If (Ifl or#of items x ft2(or x Ifl Main Entry Main Entrance Light 0 W/LF of door widt 3 60 Total Allowed Tradable Watts: 60 Tradable Proposed Lighting Wattage (use mtgr listed maximum input wattage for luminaire.) Number of Watts/ Watts SurFace Fixture Description Fixtures Fi�ure Proposed Main Entry Flourescent Porch Light ]. 42 42 Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: qy the base site a/lowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 500 Allowed Watts Area(ft2),perimeter Allowed Watts Non-Tradable Surfaces Description per ft2 or per If (Ifl or#of items x ft2(or x If) Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Surface Fi�ure Description Fixtures Fixture Proposed ..._�.ii �r4,�:;.:.:�llf i � !�...C'�� t��,'7�I-"5��... . r="Ah1 r>'4VE:°�,,,.�,.- -�tr-., Non-traa'able proposed watts may not exceed allowed watts for any individua/ Total excess Non-Tradable watts: �+ � '� surface unless the tota!excess watts for all non-tradable surfaces are less than the remaining site allowance. Site Allowance Balance:`.;c.�� :�Q� f�11�� , , :��:�-:�:�i ��; _ _ _ .. _ - ,�' �.� ? . � , 2012 Washin ton State Ener y Code Compliance Forms for Commercial, Group R1, and >3 story R2 and R3 • • • • • • ' ' ' 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1.and>3 story R2 and R3 Revised June 2013 ProjectAddress KCDA- Yfllm sa zsxea #7.7924-17925 Date 5/21/2013 The following information is necessary to check a perrr�it application for compliance with the lighting,motor,and transformer requirements in the 2012 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section C405.2) Yes � C405.2.1 Manual lighting Lighting control schedule with type,locations served,50% E-1 controls lighting reduction method Yes Lighting systems automatic shut-off capability-indicate C405.2.2.1 Automatic time metnod and location served on plans. Note locations where E-1 switch controls automatic shutoff is provided by other method(occupancy sensor,daylight controls,etc) Yes Schedule with locations served-no single override switch E-1 Override switching exceeds an area of 5,000 SF Yes C405.2.2.2 Occupancy sensors Schedule of locations served E-1 xes C405.2.2.3 Daylight zones E-1 Yes Primary and secondary dayfight zone areas indicated on Vertical fenestration plans E-1 N.A. Skylights Skylight daylight zone areas indicated on plans Yes Daylight zone Lighting control schedule with dimming method and locations E-i 405.2.2.3. controls served-no sin le da li ht control zone exceeds 2,500 SF N.A. Specific application lighting controls are independent of C405.2.3 Specific application 9eneral area lighting and controls for other lighting controls applications Yes Means of egress Lighting control schedule with method and locations served. E-1 lighting Note luminaires that function as both normal and egress. N.A. Display lighting Lighting control schedule with type and locations served N.A. Accent lighting Lighting control schedule with type and locations served N.A. Hoteilmotel guest Lighting control schedule with type and locations served rooms N.A. Supplemental task Lighting control schedule with type and locations served li htin N.a. Non-exempt lighting Lighting control schedule with type,applications served and equipment locations N.A. Non-exempt lighting Lighting control schedute with type,applications served and equipment locations C405.2.4 Exterior lighting Lighting control schedule with type,features and tocation controls served INTERIOR LIGHTING POWER Section C405.5 Yes C405.5.1 Total connected Schedule with fixture types,lamps,ballasts,watts per fixture E-1 li htin power N.A. Space exceptions Space exceptions taken noted on plans or compliance form Lighting equipment Equipment exceptions taken noted on pians or compliance N.A. exce tions form �<- ' ��`r°,� ' ; �� Lighting power ' �`1"`-��`'��"' Yes C405.5.2 E'i ,�.�t..A� ��;'; 1! ;=;^�t calculations Yes Building Area Method Compliance form completed—proposed wattage per building area does not exceed maximum aliowed watta e , �� N.A. Space-By-Space Compliance form completed—total proposed wattage does =�- ,_1 �� Method noi exceed maximum allowed watta e N.A. C405.4 Exit signs All intemally iliuminated exits sign are<5 watts per side +.��iJi��.�� i t� t �i��'�� EXTERIOR LIGHTING POWER Section C405.6 - � '~ �� Yes C405.6.2 Total connected Scnedule with fixture types,lamps,ballasts,watts per fixture E-1 li htin ower N.A. Exterior application E�erior application exceptions taken noted on plans or exceptions compliance form Ye8 Lighting power Compiiance form completed—proposed wattage for exterio,r E-1 calculations li htin lus base site allowed does not exceed max.allowed N.A. C405.6.1 Exterior building Schedule with fixture types,lamps, ballasts,watts per fixture; rounds li htin lumens er watt for fixtures>100 watts , 2012 Washin ton State Ener y Code Compliance Forms for Commercial, Group R1, and >3 sto R2 and R3 • • • � . � � ' - ' 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 ProjectAddress RCDA- Yelm sa 28x64 p_.7924-17925 Date 5/21/2013 The following information is necessary to check a perrr�it application for compliance with the lighting,motor,and transformer requirements in the 2012 Washington State Nonresidential Energy(:ode. Applicability Code Location Building Department (yes,no.n.a.) Section Component Information Required on Plans Notes ELECTRICAL POWER SYSTEMS Sections C4Q5.7 ,C405.9, C405.12, C409.2.1 Yes Electrical energy C409.2.1 consumption—whole Meters provided for whole building electric energy usage buiiding N.A. Electrical energy C405.7 consumption— Indi��idual dwelling unit electricity meters provided dwelling units N.A. C405.9 Transformers Indicate transformer size and efficiency on plans N.A. Variable speed C405.12.1 escalators and Variable speed controls provided moving waiks N.A. C405.12.2 Regenerative drives Variable frequency regenerative drives provided for escalators COMMISSIONING Sections C405.13, C408.3, C409.4.4 Yes Commissioning procedure developed for ali appiicable C405.13 Commissioning systems Yes C408.3 Lighting controls Commissioning plan and functional test procedure developed Yes Electrical energy C409.4.4 consumption meters Commissioning plan and functional test procedure developed N.A. Escalators&moving waiks Commissioning plan and functional test procedure developed If"no" is circled for any question, provide explanation: ,_ 3.,:�;.-, �� ,,,3 , �, � -LnSQ��F+�ic'�il��)l1S s�i „� �� fi�V!!. ,;11��.,, r f ��: :� -�� 1 L�11J i.:U� i. !"��; ;;t_,;.��:: .. . -. f I i ��a`i�=«- "�j.- 2012 Washington State Energy Code :;ompliance Forms for Commercial, Group R1,and >3 story R2 and R3 2012 Washin ton State Ener Code Compliance Forms for Commercial,Group R1,and>3 sto R2 and R3 Revised June 2013 Project Info ProjectAddress KCDA- Yelm SD 28x64 #17 924-17 9 2 5 Date 6/3/2013 16525 100th Way sE For Buiiding Dept. Use Yelm, iNA 96597 Applicant Name: Jonn Roth ApplicantAddress: BlaZer xnau8t=ies, Inc. 945 Olney st. aums.,iiie Applicant Phone: sos-�a9-i9oo Project Description Briefly describe mechanical system type and features. �Includes Plans Drawings must contain notes requiring compliance with commissioning provisions per Section C408 Q Simple System �Complex System �Systems Analysis Compliance Option E Ul ment Sehedules The following information is required to be incorporated with the mechanical equipment schedules on q p the plans. For projects without plans,fili in the required information below. Coolin E ui ment Schedule Equip. Equip Capacityz OSA CFM SEER Econmizer Heat ID Type Brand Name' Model No.' Btu/h or Econo? or EER IPLV3 Option or Recovery Exceptions Y/N SPVHP sara W36H1 34600 Econo 9.0 EER N Heatin E ui ment Schedule Equip. Equip Capacit� OSA cfm Heat ID Type Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh E�ciency4 Recovery Y/N SPVHP sard W36H1 35000 ECOno 35000 3.0 COP N Fan E ui ment Schedule Equip. Equip ID Type Brand Name' Model No.' CFM Sp' HP/BHP Flow Control5 Location of Service Service Water Heating Equipment Schedule Equip. Equip Input Sub- ID Type Brand Name' Mode!No.' Capacity Category EF' Location of Serwce c._� iVNi -� >�= � °t�si�;„�;. '~(.,�+.?�� r�-��{�=��v �,, ;.';- :�� '� " '�)�; a � , � 'If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP,HSPF,Combustion E�ciency,or AFUE,as applicable. 5 Flow controi types:variable air volume(VAV),constant volume(CV),or variable speed(VS). 6 Economizer exCerlltIItilin�ttlbe�p�[;<<:;..;:_ -,,E i �i�iC_ i; � � � • • 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2e13 ProjectAddress KCDA-YeImSD28x64 #17924-17025 Date 6/3/2013 The foltowing information is necessary to check a mechanical permit application for commercial provision compiiance with the 2012 WSEC. NOTE:Define rint area in Excel rior to rintin MECH-CHK a es. Applicability Code Section Code Provision Information Required Location on Building Department (yes.no.na) Plans Notes GENERAL PROVISIONS Equipment Sizing 8 Performance Y C403.2.1 Load caiculations Load calculations performed per ASHRAE Std 183 or equivalent per Cha ter 3 Y C403.2.2 Equipment and system Outpu*capacity of heating and cooling equipment and systems do not sizin exceed calculated loads note exce tions taken Ventilation(natural or mechanical)provided per�MC:indicate mechanical M-,� Y C403.2.5 Minimum ventilation ventilation is ca able of bein reduced to minimum re uirement er IMC C403.2.3& Equipment minimum Provide equipment schedules or complete MECH-SUM tables with type, C403.2.3.2& efficiency capacity,efficiency,test standard(or other efficiency source)for all Y C403.2.12.1 mechanical equipment N/A C403.2.13 Electric motor efficiency Provide equipment schedule with hp,rpm,efficiency for all motors;note exce �. C403.2.10 Fan power limitation Fan system motor hp or bhp does not exceed limits per Table N/A C403.2.1 Q.1 1 C403.2.10.3 Fractional hp fan motors Indicate fan motors 1l12 to 1 hp are ECM type or meet minimum efficiency N/A g C403.2.13 re . N/A C403.2.3 Maximum air cooled chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit ca acit C403.2.1 Non-standard water-cooled Full-load and NPLV values for water-cooled centrifugai chiller adjusted for N/A chillers non-standard o erational conditions C403.2.12.1. Centrifugal fan cooling Large capacity cooling towers with centrifugal fan(s)meet efficiency N/A towers requirements for axial fan open circuit cooling towers N A C403.2.3 heatea air furnace and unit Indicate intermittent ignition or IID,flueldraft damper&jacket loss � Y C403.2.3.3 Packaged electric List equipment required to be heat pumps on schedule heatin /coolin e ui ment M-� N/A C403.2.3.4 Humidification Indicate method of humidification(note requirements for systems with economizer HVAC System Controls 8�Criteria Y C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans,including erimeter s stems M-1 Y C403.2.4.1.1 Heat pump supplementary Indicate staged heating(compressioNsupplemental)&outdoor lock-out neat tem M-1 C403.2.4.2 Setpoint overlap(deadband) Indicate 5°F deadband minimum for systems controlling both heating 8 M-,� Y coolin C403.2.4.3 Automatic setback and Indicate zone t-stat controls with required automatic setback&manuai Y shutdown override M-� Y C403.2.4.3.3 Automatic(optimum)start Indicate system controls that adjust equip start time to match load M-,� conditions C402.4.5.2& Indicate location of OSA,exhaust,relief and retum air dampers:include Y Dampers C403.2.4.4 AMCA rated leaka e and control t e motorized or ravit note exce tions N/A C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls N/A C403.2.4.5 Snow melt systems Indicate shut-off controls based on outdoor conditions N/A C403.2.4.6 Combustion heating Indicate modulating or staged control e ui ment N/A C403.2.4.7 Group R1 hotel/motel Indicate method for guest room automatic setback&set-up of 5°F s stems minimum N/A C403.2.4.8/ Group R2/R3 dwelling unit Indicate 5-2 programmabie thermostats in primary spaces with minimum of s stems two setback eriods:note exce tions taken N/A Demand controlled ` �t ± C403.2.5.1 Indicate high-occupancy spaces and systems requiring DCV i ;- ;;� ventilation ��+'�`)�� N/A Indicate spaces requiring occupancy-based system controi and method;or ; C403.2.5.2 Occupancy sensors alternate means rovided to automaticall reduce OSA when artiall ''�"'��i ��'�! �� r ; � � Enclosed loading Indicate enclosed loading dock and enclosed parking garage ventilation N/A C403.2.5.3 docklparking garage system activation and control method f��- � ,. ,� � � � c013 N/A C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-up air,indicate make-up air source v " and conditionin method Indicate lab exhaust systems requiring heat recovery.method&efficiency; ;,;j i ��,;,;j ,( ;;i ; N/A C403.2.5.4.2 Laboratory exhaust systems or ahemative method taken(VAV,semi-conditioned makeup,or CERM C , (_w ;��{ ,3�;. i C403.2.6.1 Energy recovery- Indicate ventilafion systems requiring ER,method&efficiency;note N/A ventiiation systems exceptions N/A C403.2.6.2 Energy recovery- Indicate on-site steam heating systems requiring energy recovery condensate s stems N/A C403.2.6.3 Energy recovery- indicate remote refrig.condensers requiring ER and use of captured energy condenser s stems Page 1 Commercial Heat Loss and Heat Gain Calculation 9/17/2013 Report Prepared By: Blazer Industries, Inc. For: KCDA-Yelm SD#17924-25 28x32 16525 100th Way SE Yelm, WA 98597 Design Conditions: Olympia; Latitude: 47; Time 4:00 PM Indoor: Outdoor: Summer temperature: 75 Summer temperature: 83 Winter temperature: 72 Winter temperature: 22 Relative humidity: 50 Summer grains of moisture: 65 Daily temperature range: 32 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Floor 817 sq.ft. 196 0 196 1,225 N Wall . . 233 sq.ft. 0 0 0 524 Window 16 sq.ft. 269 0 269 256 E Wall 257 sq.ft. 105 0 105 578 _. _ _ _ _ S Wall _. 181 sq.ft. _ __ 11 . 0 11 407 Window . 48 sq.ft. 2,063 0 2,063 768 Door .. 20 sq.ft. 58 � 58 360 Leakage Summer 38 cfm 334 26 360 0 Leakage Winter 69 cfm 0 0 0 3,795 W Wall_ 257 sq.ft. 0 0 0 578 Ceiling 817 sq.ft. 1,017 . 0 1,017 1,225 _. People/Vent 41 people 10,045 6,355 16,400 0 Ventilation 480 cfm 4,224 326 4,550 26,400 . __ _ _ Infiltration Summer 108.9333 cfm 959 74 1,033 0 Infiltration Winter 108.9333 cfm 0 0 0 5,991 Lights 864 watts 3,542. . 0 3,542 . 0 Miscellaneous 8,200 0 8,200 0 Whole Building -All Components 31,023 6,781 37,804 42,107 ( 3 tons ) �� .� ;-i Y �. l..AEi��t fi��iC> ��!��i��;, ;,�.A�1 f;��#�=,y";,:�^�=_C:`";'. . :'�.�� ;� �: LG1� _ `_..�T.;�_,�;,_ HVAGCaIc Commercial 4.0 by HVAC Computer Systems Ltd. -$$�.7�6±��1�tI��.�'�:'!�. Load calculations are estimates only,actual loads may vary due to weather and construction differences. R � I � � al' THE WALL-MOUNT�'� HEAT PUMPS - �60HZ) ISiY.:f 19:< CLlT1ATE CONTROL SOLUTIONS Models: W18H to W60H � 60Nz ', . - . . . ' Heafing Capacities: 16,000 to 54,000 BTUH ' ' Cooling Capacifies: ?6,400 to 54,000 BTUH � ` � ` The Bard Wall-Mount Heat Pump is a self-contained eneryy 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 construcfion, modular offices, school modernization,telecommunication structures,portable structures or correctional facilities. Factory or field instalied accessories are availabie to meet specific job requirements. , �r�-�� ' x�- � � � �� £ ��f !�� r s� � ��„ � � x �� '. �, ��* k.��".'�4� .,va� .� 3 '�,, �:+'� '�� ,�',its'�, n�. _ _d . ....��.,K�.�'��.a�#��_�a-kf..� ,- --. ,�.:�._� �...�,�. ,.�»_xi .�� . .. ,� �� Aluminum Finned Copper Coils: Filter Service Door: Grooved tubing and enhanced fouvered fin for Separate service door provides easy , ,ribr:t ,�w�+�"- maximum heat transfer and energy efficiency. access for filter change. � "' "`""'" Twin Blowers: One lnch,Disposable Air Filters: Move air quietly. Most models feature Are standard equipment. Optional one inch multispeed blower motors providing airflow washable filters available and filter racks = _ adjustment for high and low static operation. permit the addition of 2" pleated filter. � _ _ Motor overload protection is standard on all Factory or field instalied. —' �� models. Solid Siate Etectronic Heaf Pum � Heat Pump Compressor: Controt: P ' �1�� ' �` � 0 Scroll CorrApressors are standard on all 1'/2 Provides efticient 30, 60 or 90 minute ro 5 ton modeis. Eliminates need for defrost cycle. A thermistor sensor, speed ; " crankcase heater. up terminal for service and 1�minute � - ' defrost override are standard on the s� �� Phase Rotation Monitor: electronic heat pump control. �; � Standard on all 3 phase scroll compressors �«' Protects against reverse rotation if power High&Low Pressure Switches are AuYo- �' supply is not properly connected. Reset: � Standard on all units. Built-in lockout circuit b m- R-410A Ref�igerant: resets from the room thermostat. Provides °° Designed with R-410A(HFCj non-ozone commercial quality protecfion to the depleting refrigerant in compliance with the compresso�. Montreal protocol and 2010 EPA requirements. Five Minute Compressor Time � Y�r � �! �� '� `� �� Liquid Line Filter Drier: �� Standard on all units. Protects system Delay: �a� f ��;��, „��_ a _ _,. _.,. . . R,��.. � .•''��;.�� Short cycle protection is standard. Built into All acka es are desi ned • 5tandard- Barometric against moisture. P 9 9 the heat pump controi. Fresh Air Dam er Galvanized 20 Gauge Zinc Coated Stee! to meet your specific p Emergency Heat Circuit: ventilation requirements • Optional-Motorized Cabinet: Permits continuous operation of the Cleaned, rinsed, sealed and dried betore utiliZing One Of six rresh Air Damper the polyurethane primer is applied. The system. Ventilation options fof the � Optional- Blank off Plate cabinet is handsomely finished with a baked Barometric Fresh Air Damper: product. The ventilation • Optional - Commercial on, beige textured enamel, which allows it Standard on all units. Allows up to 25% package is mounted within Room Ventilator w/Exhaust to withstand 1000 hours of salt spray tests outside fresh air. the Ufllt eIIfTlinating the •CRV-Spring Return per ASTM B117-03. Built-in Circuit Breakers: need for an exterior • CRVP-Power Return Foi!Faced(nsufation: Standard on all electric heat versions of mOUnted hood or damper • Optional- Economizer Standard on all units. singie and three phase (230/208 volt) as5embfy on the unit. All with Exhaust equipment. Toggle disconnects are gSSemblies Can be faCtory • Optional- Energy Elecirical Components: standard o� all electric heat versions of Are easily accessibie for routine inspection inStalled, Installed in the Recovery Ventilator three ohase (460 volt)equipment. and maintenance through a right side, field at tlme of installation service panel opening. Features a lockable: S�ope Top: or as a retl'ofit system after t SI� ':' � hinged access cover to the circuit breaker Standard reature for water run-off. installation. �' LAEi��S a-'1'�1�� r''� j�J�r or toggle disconnect switch. Fulf Length Mounting BrackeYs: ` �?j��! �:�'=�j�[ "�r;�' •�-�' ' Elecfric Heat Sfrips: Built into�abinet for improved ' ' Features an automatic limit and thermal cut- appearance and easy installation. off safety control. Heater packages are NOTE: Bettom mountino bracket �AL� �:� �� '� v� factory or field installed for all 1'/through 5 included tc assist in installation " ton modefs. Features easy slide-in field Top Rain Flashing: - assembiy with various BTUH outputs. Standard feature or all modeis. �''"�'� � �'� � � ' ,-,_ CondenserFan and Mofor -• r,r_j E"1 ;f,,C,[•,-(' Shroud AssembJy: �SO 900� Siide out for easy access. �"TERif,� �•Complies with efFiciency requirements of ANSI/ASHRAE/IESNA 90.1-2007. �! . �i � � �' ------------— --------___ _------- ' . �,� . i•Certified to ANSIlARI Standard 390-2003 for SPVU (Single Package Verticai Units).�!, C US i•Commercial Product-Not intended for Residential appiication. ; �iSTEO �2FN� p,6�� _...------ — ------ —_._.._ __..._ - - Form No. 53398-1009 Supersedes S3398-809 Page 1 af tE � .,� � 7��.-c. "�" "�- � • I � r � � � ?.�� "�w _.a`w'S a�'fv�','�a �� ::_ �r� � � �, .: � »��y { .._ A . "': ,..�;� �3 � � �"�?a'� .3 - c �� ; r �4�: "�� 'a�"� r�: �{ � ��...�_�a,��,.�.�...�:��' ,� � a. .:�<...�v.�;,:.a��t,._ ,... .° ..,. .:�' '�.,, � . w..,...,�'_ ...o..a,_ , u �<.. �_.,'�...bN°�,�s�',r�_.s-. MODELS W18H1 W24H1 W30H1 W36H1 W42H1 W48H1 W60H1 COOling BTUH OO 16,400 23,400 29,800 34,60� 42,400 46,000 54,000 E E R � 9.50 9.00 9.20 9.Q0 9.00 9.00 9.00 High Temp Heating (47F) BTUH O 16,000 24,000 29,000 35,000 42,000 4a,000 5a,000 COP O 3.00 3.00 3.00 3.00 3.00 3.00 3.00 Low Temp Heating (17F) BTUH O 9,000 14,000 17,000 21,00G 25,000 26,000 32.000 COP O 1.80 2.00 2.00 2.00 2,00 2.00 2.00 J Capacity is certified in accordance with ANSI/ARI Standard 390-2003. O EER=Energy Efficiency Ratio; COP=Coefficient of Performance and are certified in accordance with ANSUARI Standard 39Q-2003. � 3�x�'�`�' �� . � � �� E�� a e � � - � ��'� � - � � a -ti � � �k ��,i "� � a�' �.x . � �� '`��,�,�„d��.� t ae 3 �� *3�. . .. ._:� _,...�....�.._+�„ .,r .:<.«;sc�_„�,»,..,."��.:-4�,,..._��:s��.:�- �,_,��. �z��m�� e� ..�,„ . 5�.;�'�.,.� .. �, �'��a.�� 5.�� ;. . _ �z..s4i._�.'�c_ C,��...��< , a� "�. MODELS ,., m . ... . �� ..: W18H1-A W24H1-A W24H1-B W24H1-C W30H1-A W30H1-B W30H1-C W36H1-A W3&H1-B W36H1-C Electrical Rating--60HZ 230/208-1 230/208-1 230/208-3 460-3 230l208-1 230/208-3 460-3 230/208-1 230/208-3 460-3 Operating Voltage Range 197-253 197-253 197-253 414-506 197-253 � 197-253 414-506 197-253 197-253 414-506 Compressor--Circuit A Voltage 230/208 230/208 230/208 460 230/208 230/208 460 230/208 230/208 460 Rated Load Amps 62/7.3 12.7/15.2 8.3/9.9 6.1 12.4/13.6 8.0/8.7 5.5 14.7/16.4 10.9/12.1 5.5 Branch Circuit Selection Current 9.0 152 9.9 6.1 14.2 9.0 5.7 18.0 13.3 6.0 Lock Rotor Amps 48/48 67/64 58/58 28 77/77 71l71 38 112/112 88l88 44 Compressor Type Scroll Scroli Scroll Scroll Scroli Scroll Scroli Scroll Scroll Scroll Fan Motor& Condenser Fan Motor--HP-RPM 1/5-1075 1/5-1075 1/5-1075 1/5-1075 115-1075 1/5-1075 1/5-1075 1!5-7075 1/5-1075 1/5-1075 Fan Motor--Amps 1.2 1.2 1.2 1.4 1.5 1.5 1.4 1.5 1.5 1.4 Fan--DIA/CFM 18"-1600 18"-1600 18"-1600 18"-1600 20"-2000 20"-2000 20"-2000 20"-2000 20"-2000 20"-2000 Motor& Evaporator Blower Motor--HP/RPM/SPD 1/6-1100-2 1/6-1100-1 1/6-1100-1 1/3-1700-2 1/3-1�00-2 1;3-1100-2 1l3-1100-2 1/3-1100-2 1/3-1100-2 1/3-1100-2 Blower Motor--Amps 1.0 1.0 1.0 1.1 22 2,2 � � 22 22 7 � CFM Cooling& E.S.P. w/Filter(Rated -Wet Coii} 600-.3 800-.2 800-.2 800-.2 1000-.4 1000-.4 1000-.4 1100-.3 1100-.3 1100-.3 i-ilterSizes(inches)STD. 16x25x1 16x25x1 16x25x1 16x25x1 16x30x1 16x30x1 16x30x1 16x30x1 16x30xt 16x30x1 Shipping Weight--LBS. 300 300 300 300 365 365 365 380 380 380 at:j '��'��r.��' N� � � ,�ys' : �'i��''t � /� .. ��-�'�T� � �, � � a i��.� � �" ; " � '� � r�`�sd'� � °��„ �"'�''� r'"� ""� �,§� ��.a`" �r�'� rv, ': ,� �'3� "','. �..�.3�1"ii rw'�?`��..zo""x�:„,, � ms; sr �. �; � �°�,�� f�.�s � ,�� ru -��'3�3''� ��' �a ' ��; �� . �.,>.-..s..�.x.;�,_ n�.. .,�d,.��:��.<_.�:�;�,.�,.>�'s'�_.� :�.,.�,,.:�.�:�. ,�a,. a��:� ... .E� ,.��.'..'��-a��:.��;:,'�,,.�`�:i,�.�,�.r�;��'�,�-,a s..�.: �._, MODELS W42H1-A W42H1-B W42H1-C W48H]-A W48H1-B W48H1-C W60H1 9f ;,,.W60H1-B W60H1-C Electrical Rating--60HZ 230/208-1 230/208-3 460-3 230/208-1 230/208-3 460 3 \, ��30�`$bg' 1� �3�ti208-3 460-3 - � ��i Operating Voltage Range 197-253 197-253 414-SO6 197-253 197-253 �41�-5`p6-?t r��sa53 `�197-253 414-506 Compressor--Circuit A L-�"-�;-�:.�,?��. . ....�>�L.��x�`�' '...;,. . Vottage 230/208 230/208 460 230/208 230/208 460 230/2g�1�� 230/208 460 Rated Load Amps 18.4121.5 11.6/13.5 6.1 19.5/212 13.6/147 6.fi.. '�11�/2s. 12.8/15.1 7.6 Branch Circuit Selectio�Current 21.8 13.8 6.3 23.1 16.1 7.1 `�� 26.3 . i.15J 7.8 Lock Rotor Amps 117/117 84/84 41 131/131 91/91 46 �.{�34L�k- �t'10/110 52 CompressorType 5croli Scroli Scroil Scroll Scroll SCrqli;�_i� �.�'Scroli Scroll Scroll Fan Motor& Condenser Fan Motor--HPlRPM/SPD 1/3-825-2 1l3-825-2 1/3-825-2 1/3-825-2 1/3-825-2 1r3-825-2 1!3-825-2 I 1/3-825-2 1i3-825-2 Fan Motor--Amps 2.5 2.5 1.3 2.5 2.5 1.3 2.5 2.5 1.3 Fan--DIAJCFM 24"-2750 24"-2750 24"-2750 24"-2750 24"-2750 24"-2750 24"-275C I 24"-2750 24"-2750 Motor& Evaporator Blower Motor--HP/RPM;SPD 1/2-1070-2 1/2-1070-2 1/2-1070-2 1;2-1070-2 1/2-1070-2 � 1l2-1070-2 1;2-1070-2 1/2-1070-2 1/2-1070-2 Blower Motor--Amps 3.3 3.3 1.9 3.3 3.3 1.9 3.3 3.3 1.9 CFM Cooling& E.S.F. w/Filter(Rated -Wet Coi I) �400-.3 1400-.3 1400-.3 1550-2 1550-.2 1550-2 1700-.3 1700-.3 1700-.3 FilterSizes(inches)STD. 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 I 20x30x1 20x30x1 Shipping Weight--LBS. 510 510 510 510 510 510 510 I 510 510 Form No. S3396-1009 Supersedes S3398-809 Page 2 of 16 . , . , ;_ � _� � : - v �� .,, ,_ _ __. . .. _.. _... ��„� ,�u. .... :��-, . '' �..._ .. ��: -.` . . ��., ;�... � ..: - � ._ .. _. - _ ._. . � Bard Wall-Mounts are designed to provide optional ventilation packages to meet all of your ventilation and indoor air quality requirements. Ail units are equipped with a barometric fresh air damper as the standard ventilation package. All ventilation packages can be built-in at the factory, cr field-instalied at a later date. ___.____.... _..-.-- •--.,,:,--.--, BAROMETRIC FRESH AIR DAMPER-BFAD STANDARD The barometric fresh air damper is a standard feature on all models. It is installed on the inside of the service door and allows o�tside ventilation air,up to 25%of the total airflow rating of the unit,to be introduced through the air � � inlet openings and to be mixed with the conditioned air. The damper opens dunng blower operation and closes �� 6 when the blower is off. Adjustable blade stoos allow different amounts of outside air to be introduced into the � , � �� buildina anc can be easily iocked closed if required. �� .� �` 'y`�, i �' `�"" �;'`' r �" � BLANK OFF PLATE-BOP OPTIONAL B2rometriC Fresh Air DBmper A blank off oiate is instalied on the inside of the service door. It covers the air inlet openings whfch 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. " ? i � ��,': ' MOTORIZED FRESH AIR DAMPER-MFAD OPTIONAL ��ts� ? The motorized fresh air damper is intemalty mounted behind the service door and allows outside ventilation air,up to ��,.,, , "r,, 25%of the to;al airflow rating of the unit,to be introduced through the air inlet openings and to be mixed with the ' �t� conditioned air. The two position damper can be fuliy open or closed. The damper blade is powered open by a ;& 24VAC motor with spring return on power loss. The damper can be controlled by indoor blower operation or can be � field connected to be mana ed based on buildin occu anc =' �, ' 9 9 P Y- ,�_�.�.��,��-.;� Motorized Fresh Air Damper NOTE: The above vent systems are intake only without built-in exhaust capability Building will likely require separate field installed barometric relief or mechanical exhaust eisewhere within the conditioned space. Balancing dampers in the return air grille may be required to achieve soecified amount of outdoor air intake. � g� z�mr«�� ;" - � -�� COMMERCIAL ROOM VENTILATOR-CRV OPTIONAL ��, F The built-in commercial room ventilator is internally mounted behind the service door and aliows outside �;�; ventilation air,up to 50%of the tota!airflow rating of the unit,to be introduced through the air inlet openings. *��"�'"�' f•` � It includes a built-in exhaust air damper. , �� F� ��- ' �"" = The commerciai room ventilator(CRV)is a simpie and innovative approach to improving the indoor air quality by -.-- -- •--.,.----..-----, providing fresh air intake and exhaust capability through the CRV. The damper can be easiiy adjusted to control the COmmerCi81 Room Ventifato� amount of fresh air supplied into the building. The CRV can be controlted by indoor blower operation or field controlied based on room occupancy. Two versions available(except on 1.5 and 2-Ton models). The CRV and CRVS are power open-spring return on power loss,and CRVP is power open and power dose. Complies with ANSI/ASHP..AE Standard 62.1 "Ventilation for Acceptable Indoor Air Quality." -'`�� ' ECONOMIZER - EIFM OPTIONAL -��a�. The built-in economizer system is internally mounted behind the service door and aliows outdoor air to be �s,�� introduced through the air inlet ope�ings. The amount of outdoor air vanes in response to the system controls and � �, ° settings de�ined 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 coot and dry enough to satisiy cooling requirements w;thout running �"-" x the com ressoc This in tum rovides lower o eratin costs,while extendin the life of the com ressor. _ __ ..,s,aa�,.�`•_� . P p P 9 9 P Economizer Standard Features: • One Piece Construction-Easy to install with no mechanical linkage adjustment required. • Exhaust Air Damper-Buitt in with positive closed position. Provides exhaust air capabiliry to prevent pressurization of tight buildings. • Actuator Motor-24 volt,power open,spring return with built in torqu=Gmiting switch. • Proportioning Type Control-for maximum"free cooling"economy and comfort. • Moisture Efiminator&Prefilter-permanent,washable aluminum construction. '° '-�' `-' � � %i, • Enthalpy Control-adjustable to monitor outdoor temperature and humidity. r i�1tSQr, h��'� 3r��`��I t`*:.. '�� 1�ls:tq c ��r'�-�i��-.� • Minimum°osition Potentiometer-adjustable to control minimum damper blade position for ventifat`ion ._ _ __ ,; purposes. '^— • Mixed Air Sensor-to monitor outside and retum air to automatically modulate damper position,. :��r .�.�; ;;�.�' �; � f01� �� ± ' WALL-MOUNT ENERGY RECOVERY VENTILATOR-ERVF OPTIONAL "" � The wall-mount energy recovery ventilaror(ERV)is a highfy innovative approach to meeting�m�qqr;�i��a�yf(j R � c ,; �, ventilation requirements as established by ANSI/ASHRAE Standard 62.1. The ERV allows ftqrn"2�1Q t�r,4�;��A' -- - -.-.--- . - (depending upon model)of fresh air and exhaust through the unit while maintaining superiorindob'r"comf�tt'a�'d' �' Energy Recovery Ventilator humidity levels. In most cases this can be accomplished without increasing equipment sizing or operating costs. Heat transfer efficiency is up to 67%during summer and 75%during winter conditions. The ERV consists of a unique"rotary energy recovery cassette"that provides effective sensible and latent heat trensfer capabilities during summer and winter conditions. Various control scnemes are addressed including limiting ventilation during building occupancy only. The ERV is designed to be intemally mounted behind the service door in the W"A.W"H or W*'L model wall-mount units. It can be built-in at the factory or field installed as an option. ERVF-'3 and ERVF-*5 can be independently adjustedforintake and exhaustrates. Manufaciured under U.S.Patent Nos.5,485,878;5,301,744;5,002,116. Form No. 53398-1009 Supersedes S3398-809 Page 3 of 16 . ' . • ,f�, , , �'; - << aa u � < < < �>>> 0 �} � " � { J � fi� � � � � � � ��-� a --- .�. ; Z � �� — --- �y .�'' t O , . .., '. - �s" . � .' '. i . -.� ' � Ix � '�. � � __— �, � ,. �n '_ . ' i __ __ '.. I f— � r� c� . . �___ .. �� ' � I � , —.,_— Y � � I I� F . '.. ��z� � — - � p ' _ � _ - � " � . . .�°� ' Q _' _,,.' --' � Z - - - - o � �- J ', ' - - c ��. a �� O � a f . . _ ;- C ' c �,. � � � , , > x�`�, o --� V "'�,�'^ � ,. �I __ . - �_—�. �I C W � I s a � � �-� - - -,- �-�. 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" �,�..� (w)a)MoIY!tl _„, �w}o�ino�yitl Form No. 53398-1009 Supersedes 53398-809 Page 5 of 16 , ` ' � �, � � � � �� . ;; � 3 _m.. m. . ,. � ' °�� , � �� ,�.�.. ��. ,..., �,. a.,. , ... � �,_. ._� :�,. , �,, . ��. ..e��,.��_�� . __ � �� - � SUMMER COOLING PERFORMANCE (INDOOR DESIGN COND(fIONS 75'DB/62`WB) Ambierrt VENTILATION RATE--250 CFM VENTILATION RATE--225 CFM VENTILATION RATE--200 CFM O.D. 62°o EFFICIENCY 63°�6 EFFICIENCY 63%EFFICIENCY D B/ WB F VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL 75 11925 8100 1325 7394 5022 822 10727 7287 3441 0758 4591 2168 9540 6480 3060 6010 4082 1928 105 70 8100 8100 0 5022 5022 0 7287 7287 C 4591 4591 0 8480 6480 0 4082 4082 0 65 8100 8100 0 5022 5022 0 7287 728i 0 4591 4591 0 6480 6480 0 4062 4082 0 80 17550 6750 10800 10861 4185 6696 15788 6072 9716 9946 3826 6121 14040 5400 8640 8845 3402 5443 75 11925 6750 5175 7394 4185 3209 10727 6072 4655 6758 3826 2933 9540 5400 4140 6010 3402 2608 100 70 6863 6750 113 4255 4185 70 6173 6072 101 3889 3826 64 5490 5400 90 3458 3402 56 65 6750 6750 0 4185 4185 0 6072 6072 0 3826 3626 0 5400 5400 0 3402 3402 0 60 6750 6750 0 4185 4185 0 6072 6072 0 3826 3826 0 5400 5400 0 3402 3402 0 80 17550 5400 12150 �0881 3348 7533 15788 4858 10930 9946 3060 6886 14040 4320 9720 8845 2722 6124 75 11925 5400 6525 7394 3348 4046 10727 4858 5870 6758 3060 3698 9540 4320 5220 6010 2722 3289 95 70 6863 5400 1463 4255 3348 907 6173 4858 1315 3889 3060 829 5490 4320 1170 3458 2722 737 65 5400 5400 0 3348 3348 Q 4858 4858 0 3060 3060 0 4320 4320 0 2722 2722 p 60 5400 5400 0 3348 3348 0 4858 4858 0 30&0 3060 0 4320 4320 0 2722 2722 p 80 17550 4050 13500 10881 2511 8370 15788 3643 12145 9946 2295 7651 14040 3240 10800 8845 2041 6804 75 11925 4050 7875 7394 2511 4883 10727 3643 7084 6758 2295 4463 9540 3240 6300 6010 2041 3969 90 70 6863 4050 2813 4255 2511 1744 6173 3643 2530 3889 2295 1594 5490 3240 2250 3458 2041 1417 65 4050 4050 0 2571 2511 0 3643 3643 0 2295 2295 0 3240 3240 0 2041 2041 0 60 4050 4050 0 2511 2511 0 3643 3643 0 2295 2295 0 3240 3240 0 2041 2041 0 80 17550 2700 14850 10881 1674 9207 15788 2429 13359 9946 1530 8416 14040 2160 11880 8845 1361 7484 75 11925 2700 9225 7394 1674 5720 10727 2429 8298 6758 1530 5228 9540 2160 7380 6010 1361 4649 85 70 6863 2700 4163 4255 1674 2581 6173 2429 3744 3889 1530 2359 5490 2160 3300 3458 1361 2098 65 2700 2700 0 1674 1674 0 2429 2429 0 1530 7530 0 2160 2160 0 1361 1361 0 60 2700 2700 0 1674 �674 0 2429 2429 0 1530 1530 0 2160 2160 0 1361 1361 0 75 11925 1350 10575 7394 837 6557 10727 1214 9513 6758 765 5993 9540 1080 8460 6010 680 5330 70 6863 1350 5513 4255 837 3418 6173 1214 4959 3889 765 3124 5490 1080 4410 3458 680 2778 80 65 2363 1350 1013 1465 837 628 2125 1214 911 1339 765 547 1890 1080 810 1190 680 510 60 1350 1350 0 637 837 0 1214 1214 0 765 765 0 �080 1080 0 680 680 0 70 6863 0 6863 4255 0 4255 6173 0 6173 6889 0 3889 5490 0 5490 3458 0 3458 75 65 2363 0 2363 1465 0 1465 2125 0 2125 1339 0 1339 1890 0 1890 1190 0 1190 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ . � .7i� '.J'�l Si ,4"4�`i ' .. � � � � , � i..�� ,l .. ERVF-A2 WINTER HEATING PERFORMANCE :_.,''+�} � ' � QNDOOR DESIGN CONDITIONS 70°F DB) VENTILATION RATE ; Ambierit 250 CFM 225 CFM 200 CFM .�' fl�'�'' O.D. 74�o EFF. 75%EFF. 75°b EFF. D81°F WVL WHR WVL WHR WVL WHR 1.�G�jJ�;,��??„?,_ 65 1350 999 1214 911 1080 $-1A::t i `•.� � ,-,-*'v' 60 2700 1998 2429 1822 2160 ��p�.� -`; �L��''��Y'�latidnLoad-Total VLS = Ventitation Load-Sensible 55 4050 2997 3643 2733 3240 2430 VLL = Ventilation Load-Latent 50 5400 3996 4858 3643 4320 3240 HRT = Heat Recovery-Total 45 6750 4995 6072 4554 5400 4050 HRS = Heat Recovery-Sensible 40 8100 5994 7287 5465 6480 4860 HRL = Heat Recovery-Latent 35 9450 6993 8501 6376 7560 5670 WVL = Winter Ventilation Load 30 10800 7992 9716 7287 8640 6480 WHR= Winter Heat Recovery 25 1215Q 8991 10930 8198 9720 7290 20 13500 9990 12145 9108 10800 8100 15 14850 10989 13359 10019 11880 8910 NOTE: Sensibie performance only is shown for winter application. Form No. S3398-1009 Supersedes S3398-809 Page 6 of 16 . � ! ; > i T�� ' �'� � § °J °i ��.� •',�•. � ��. - - �.•"' y ..�'Po� � a ?t a � �t C } . ...z. ... .. . . .. r 1 _, _ . . . . . . .. 1 .. .�..d .�u;'f., .. -o,. �� . . . . _ . ,..a . � ,. .. . �. � SUMMER COOLING PERFORMANCE (IND��OR DESIGN CONDffIONS 75°DB/o2'WB) Ambient VENTILATtON RATE--400CFM VENTILATION RATE --325 CFM VENTILATION RATE--250 CFM O.D. 63°1 EFFICIENCY 64°!EFFICIENCY 65°io EFFICIENCY DB% WB F VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL 7� 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 8100 8100 0 5265 5265 0 8Q 28080 10800 17280 1769Q 6804 10886 22815 8775 14040 14601 5616 8985 17550 6750 10800 11407 4387 7019 7�, 19080 10800 8280 12020 6804 5216 15502 8775 6727 9921 5616 4305 11925 6750 5175 7751 4387 3363 100 7C 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 6� 10800 10800 0 6804 6804 0 8775 8775 0 5616 5616 0 6750 6750 0 4387 4387 0 8G 25080 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 6� 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 � 5400 5400 0 3510 3510 0 8a 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 7C 10980 6480 4500 6917 4082 2835 8921 5265 3656 5709 3369 2340 6862 4050 2812 4460 2632 1$28 6� 6480 6480 0 4082 4082 0 5265 5265 0 3369 3369 0 4050 4050 0 2632 2632 0 6G 6480 6480 0 4082 4082 0 5265 5265 0 3369 3369 0 4050 4050 0 2632 2632 0 SG 28080 4320 23760 17690 2721 14968 22815 3510 19305 14601 2246 12355 17550 2700 14850 11407 1755 9652 7� 19080 4320 14760 12020 2721 9298 15502 3510 11992 9921 2246 7675 11925 2700 9225 7751 1755 5996 85 7C 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 6G 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 7C� 10980 2160 8820 6917 1360 5556 8921 1755 7166 57�9 1123 4586 6862 1350 5512 4460 877 3583 80 65 3780 2160 1620 2381 1360 1020 3071 1755 1316 1965 1123 842 2362 1350 yoyz 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 892i 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 64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ERVF'3 WINTER HEATING PERFORMANCE (INDOOR DESIGN CONDRIONS 70°F DB) VENTILATION RATE Ambient 400 CFM 3�5 CFM 250 CFM LEGEND: O.D. �5%EFFIGENCY 76%EFFICIENCY 77%EFFICIENCY VLT = VentilationLoad-Totai DB!°F WVL WHR WVL WHR WVL WHR VLS = Ventilation Load-Sensible 65 2160 1620 1755 1333 1350 1039 �� = Ventilation Load-Latent 60 4320 3240 3510 2667 2700 2079 HRT = Heat Recovery-Total 55 6480 4860 5265 4001 4Q50 3118 HRS = Heat Recovery-Sensible : F '� t:.,,� �y � 50 8640 6480 7020 5335 5400 4158 HRL = HeatRecovery-Latent ;�(.��>,q�;!'vi� }��!�ti`.`,'1 fi"� 45 10800 8100 8775 6669 6750 5197 WVL = WmterVentilationLoad �; �q� ;-1�� ,�.i_• 40 12960 9720 1053C 8002 8100 6237 WHR= Winter Heat Recovery , .. ' `" 35 15120 11340 12285 9336 9450 7276 30 17280 12960 14040 10670 1080G 8316 '.�� , l� �d^�� 25 19440 14580 15795 12004 12150 9355 � 20 21600 16200 17550 13338 13500 10395 15 23760 17820 19305 14671 14850 11434 _ .:J i:i.,� ..i i �,.:i_i i_`; NOTE: Sensible pertormance only is shown for winter application. � , F+ i�; 4��'.' Form No. S3398-1009 ' - Supersedes S3398-809 Page 7 of 16 ' � i � t � ��. .o" S & >� '-. 's �� - � � :�A :�i' P . s �f '�-,��t� ;'�. '� E -. ��. . .�. . � � ,: r �,m <> ,.m„ . . .-,- , „,< ._: - 7 .'.' _ � �` ,.. � ��-,...�e 5- ..� `�rw:„�d�n, a � . , ,..,� �o,,,i.��. � � ��.k � �� '�, -�. h _ ,� , v a ., , . . .. .�.�.- „_, i�. � , _ . , .� , .�, . SUMMER COOLING PERFORMANCE QNDOOR DESIGN CONDffIONS 75'DB/62'WB) AmbienT VENTILATION RATE 450 CFM VENTILATION RATE 375 CFM VENTILATION RATE 300 CFM O.D. 65°io EFFICIENCY 66°�o EFFICIENCY 67°/EFFICIENCY D B/ 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 9477 9477 0 12150 12150 0 8018 8018 0 9720 9720 0 6512 6512 0 80 31590 12150 19440 20533 7897 12035 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 iQ125 10125 0 6682 6682 0 8100 8100 0 5427 5427 0 60 12150 12150 0 7897 7897 0 10125 10t25 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 t1805 5345 6459 14310 6480 7R30 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 Q 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 77374 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 5577 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 ,�Qr "zg35 1899 0 1899 so o c o 0 0 0 0 0 0 0 0 0 ; . �p"' q��.�� ?''o 0 0 0 ;_�� ,:,�. � �;:,�'_ . ��'? ERVF-*S WINTER HEATING PERFORMANCE z'�r'� � '� (INDOOR DESIGN CONDITIONS 70°F DB) "1�� Ambient VENTILATION RATE t , rt `� � �� O.D. 450 CFM 375 CFM 300 CFM �6E�4'�, 80�b EFFICIENCY 81%EFFICIENCY 82�b EFFICIENCY ��-'" � !✓L1` = Ventilation Load-Total DB/°F WVL WHR WVL WHR WVL WHR VLS = Ventilation Load-Sensibie 65 2430 1944 2025 1640 1620 1328 VLL = Ventilation Load-Latent 60 4860 3888 4050 3280 3240 2656 HRT = Heat Recovery-Total 55 7290 5832 6075 4920 4860 3985 HRS = Heat Recovery-Sensible 50 9720 7776 8100 6561 6480 53 i 3 HRL = Heat Recovery-Latent 45 12150 9720 10125 8201 8100 6642 WVL = Winter Ventilation Load 40 14580 11664 12150 9841 9720 7g70 WHR= Winter Heat Recovery 35 17010 13608 14175 11481 11340 9298 30 19440 �5552 16200 13122 12960 10627 25 21870 17496 18225 14762 14580 11955 20 24300 19440 20250 16402 16200 13284 15 26730 21384 22275 18042 17820 14612 NOTE: Sensible pertormance only is shown for winter application. Form No. S3398-1009 Supersedes S3398-809 Page 8 of 16 t f • � � . ., , , ., ., :.e..; ., ....;. . . .,. MODELS LEFT SIDE RIGHT SIDE MODELS O SUPPLY AIR DUCT CABWET W18H1,W24H1,W30H1,W36H1 15" 20" FIRSTTHREE FEET W42H1,W48H1,W&OH1 20" 20" W18H1,W24H1 0" 0" W30H1,W36H1 1/4° C" W42H1,W48H1.W60H1 1/4" 0" �O Refer to the Installation Manual for more detailed inrormation. � �, . �a�. �.:��-... _.. :�,.�_� _,.,;.. MODEL WIDTH DEPTH HEIGH SUPPLY RETURN (W) (D) (H) A B C D E F G I J K L M N O P Q R S T W18H1 33.300 17.125 70.563 7.88 19.88 11.88 19.F18 35.00 10.88 25.75 20.56 26.75 28.06 29.25 27.00 2.63 34.13 22.06 10.55 5.00 12.00 5.00 W24H1 W30H1 38200 17.125 7Q.563 7.88 27.88 13.88 27.8.3 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 W36H1 W42H1 42.075 22.432 84.875 9.88 29.88 15.88 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 W48H1 W60H1 42.075 22.432 94.875 9.88 29.8II 15.88 29.88 43.88 13.56 41.66 30.00 42.68 36.94 44.69 42.43 3.37 43.00 33.88 10.00 1.44 16.00 1.88 All dimensions are in inches. Dimensional drawings are not to scale. E -�-f I p---I 0 Built In � 7.88�-{ �F---31.88� � Rain Hood i r �I� �.00C I aq � W =; 4°Pitch � - � Heater 2.13 �-L � Access � ' ' � R I Panei � � 5ide Wall � � ' ; �� j A Mounting ; Supp/yAirOpenin,q ; °� Electric t Brackets I 1 Heat i j i (Built in) � � � � j g C.Breakerl ' � �B--' � Disconnect � � � �� ' Access Panei Top Rain • � (Lockabie) Flashing , I I � � Shipping S _ Filter Acc=ss � �� LocaCion �• i I p Panel ��-�- I 5.75 �� Vent Option i i �� Optional � � �oor ; � I c H Eiectncai Retu�n Air Opening s i � � ( Entrances i F � � �� Ventilatior�� j �o . � . a�� ; -�- ► . . . �� ; . � � � �---��---ttt Low Voltage � I, � � � . � S� � , u Electricai j � � � � � � Entrance � �� I �j_ � Condense Hiqh Voltage CO/70, � � � I � 1 � �Electncai �4%/' -, � � M � I 5 i0 � f�//�UfIEI� Entrance � //7/BI �! � � � I � P � n � el Y � � o� '� u �� o e o e e e � � � � °� . � w Side View Drain N � I Back l/iew Bottom Installation Fiont Ve �j Q I �__ ___� Brecket MIS-2467 fi ..L; � :' ,.. � a �d.��l rY�1 .. -��_%ii � t��li�}4��;. � . .. : ...,rtil {.,.�'.'� ti f�� - . . . '..i'� C 21.00"for model W6QH1. � -, OO Top sUpply opening is optionai and avaitable factord-built only on modeis W30H1 and W36H1. '�� ;� '�.� �«�� >'-:.. , �,., 'l� '.._, .. .° ' , -- Form No 53398-1009 Supersedes 53398-809 Page 9 of 16 • � A �-.�. .a ... ,.':. , ":,��. �� .' ' _ �., ': . � ��.. '.0; " .- �yk ,/�` � S �+ i�., `.: � '; ..;. Z` - 'f''�: , ,.'�. .i� - ' .k �, : ? � 'ir, � 3d 4 p`h'v � -., ..,F .,,'±, , .,... , .,, ..�.,.. . ,�<.-�. w^AZ... '� �� nL'[.,,,::�, ��. '�: �..,,,� ..-�.....,� Y. " ,. -? iY= _., . �, , w�.�.�u.,."T'5....,..�k+w... �i .:§.F Sin le Circuit Dual Circuit �� ' Rated No.Field 40 Minimum G Mapmum OO Field +O Minimum OO Ma�mum OO Field CJ Ground Circuit External Fuse Power z0 Ground Model Volts Power Cfrcuit EMemal Fuse Power Wire Size and Phase G+rcuits Ampaciry or Ckt.Brkr. Wire Size �/ire Ampacitv or CkL Breake Wire Size Ckt.A Ckt.B Ckt.A Ckt.B Ckt.A Ckt.B Ckt.A Ckt.B W18H1-A00, AOZ 1 i6 20 12 12 A04 230;208-1 1 37 40 g �p O A08 1 58 60 6 10 W24H1-A00, AOZ 1 24 25 10 10 A04 230;20B-1 1 44 50 � �p O A08 1 65 70 6 � 44 21 45 25 8 �0 10 10 W24H1-B00,BOZ 1 17 20 12 12 B06 230J208-3 � 35 40 8 10 W24H1-COO,CDZ 46D-3 � �� 14 14 C06 1 21 25 10 iG W30H1-A00, AOZ' 1 24 35 8 1p A05' 230/208-1 1 50 50 8 1 p C�A10" 1 or 2 76 80 4 8 50 26 50 30 8 10 10 10 W30H1-BOO.BOZ* 1 16 25 10 10 B06 230l208-3 1 36 40 g �p �809' 1 45 45 8 10 W30H1-C00,COZ` 1 11 15 1� 14 COfi 460-3 � 20 20 12 12 O C09' 1 25 25 10 10 C15 1 26 30 10 10 W36H1-AOQ AOZ' 1 29 q� 8 10 A05 230/208-1 � 55 60 6 10 �A�� 1 or2 8� 9� 4 8 55 26 60 30 6 10 10 10 O A15 1 or2 84 90 4 8 55 52 60 60 6 6 10 10 W36H1-800,BGZ' 1 23 30 10 10 B06 1 41 45 8 10 �,B09. 230/208-3 � 50 50 8 1 p C�e15 1 51 60 6 10 W36H1-C00,COZ' 1 12 15 14 14 C06 460-3 � 2t 25 10 10 C)CQ9' 1 25 25 10 10 C15 1 26 30 10 10 W42H1-AOO,AOZ 1 36 50 8 tp A04 1 57 60 6 10 A05 230/208-1 1 62 70 6 8 36 26 50 30 8 10 10 10 �At 0 1 or 2 88 90 3 8 36 52 50 60 8 6 10 10 O A15 � °r2 88 9� 3 8 36 52 50 60 B 6 10 10 W42H1-BOO,BOZ 1 26 35 g �p B06 230/208-3 1 44 50 8 1 p �B09 1 53 60 6 �p O B15 1 53 60 6 10 W42H1-C00,COZ 1 13 15 14 14 C06 46D-3 � 22 2� 1� 10 �C09 � 26 3D 10 10 C)C15 1 26 30 10 10 W48H1-AOO,AOZ 1 37 50 8 1p A04 1 58 60 6 10 A05 230/208-� � ar 2 63 70 6 8 37 26 50 30 .� 8 1 D 10 10 C��A10 1 or 2 89 90 3 8 37 52 50 6 10 10 �A15 1 or2 89 90 3 �`�! �"i'' 8 37 52 5b q'} �.t 6 10 10 �A20 1 or2 111 125 2 6 50 ',':-5 } ` � ','� 6 10 1C W48H1-B00,BOZ 1 29 35 8 10 = 1_ i � ��.,Sj s aos 1 a� so s 70 ;,`t ' �B09 230/208-3 1 56 60 6 10 o eis � ss so s �o ) �B18 1 or2 62 70 6 8 3� 4� ,i�� 8 10 10 10 W46H1-COG,COZ 1 14 20 12 12 G�C09 460-3 1 27 30 10 10 � C�C15 1 27 30 10 10 '�-t �`�`��;'�' W60H1-A00.AOZ 7 41 60 8 10 ° `''.t'��,j t.'.^ A05 1 or 2 67 80 4 8 41 "Y8� '. Sb 30 8 10 10 10 O A10 230/208-1 1 or 2 93 10C 3 8 41 52 60 60 8 6 10 10 0 A15 1 or2 93 100 3 8 41 52 60 60 B 6 10 1C O A20 1 or2 111 125 2 6 59 52 60 60 6 6 10 10 W60H1-BOQBOZ 1 2g 4p g 10 O B09 230/208-3 � 55 60 6 10 O B'15 1 55 60 6 10 �B18 1 62 70 6 10 34 28 40 30 8 10 10 10 W60N7-C00,COZ 1 15 20 12 �2 m C09 460-3 1 28 30 10 10 �C15 1 28 30 10 10 OO Mazimum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors. O Based on 75C copper wve. All wiring must conform to the National Electrical Code and all local codes. CJ Maximum KW that can operate with the heat pump on. a0 These"Minimum Circuit Ampacity"values are to be used for sizing the 5eld power conductors. Refer to the Nationai Eiectrical Code(latest versionj,Article 31D for power conductor sizing Caution: When more than one feld power circuit is run through one conduit,tne conductors must be derated. Pay special attention ro note 8 of Table 31 D regarding Ampacity Adjustment Factors when more than three(3)conductors are in a raceway. O Not availabte on dehumidification models. ' Hvaiiable factory-built only with top outlet supply as an option. IMPORTANT: While this eledrical data is presentetl as a guide,it is importani to electncally connect properly sized fuses&condudor wires in accordance with the National Electrical Code&all iocal codes. Form No S3398-1009 Supersedes S3398-809 Page 10 of 16 r , . „ . � ,, � �� , , , ; , �� ,�, � �. . ... � � . . ..� �..� �- : , . , , -...�. :: . _. � �,� .. � � s -� u . , _, �., , , , . �.: ��:: SINGLE CIRCUIT DUAL CIRCUIT }O 10 O C O OO � OO Maximum Maximum No. External Fieid Minimum External Rated Field Minimum Fuse or Power Ground Circuit Fuse or Ckt. Field Power Ground Wire Volts& Power Circuit Circuit Wire Wire Ampacity Breaker Wire Size Size Modei Phase Ckts. Ampaciry Breaker Size Size Ckt A Ckt B Ckt A Ckt 8 Ckt A Ckt B Ckt A Ckt B W24H1 DA00,AOZ 1 24 30 10 10 N/A N/A N/A N/A N/A N/A N/A N,'A A04 230/208-1 1 44 50 8 10 N/A N/A N/A N/A N/A N/A IVIA N/A 30 A08 1 or2 65 70 6 8 44 21 45 25 8 10 10 10 W24H1 DB00,BOZ 1 17 20 12 12 N/A N/A N/A N/A N/A N/A N/A N(A B06 230/208-3 1 35 GO 8 10 N/A N/A N/A N/A N/A N!A N/A N/A W24H1 DC00,COZ 1 12 ;5 14 14 N/A N/A N/A N/A WA N/A N/A N/A C06 460-3 1 21 25 10 10 N/A N/A N/A N/A N/A N!A N/A N/A W30H1 DA00,AOZ 1 27 35 8 10 N/A N/A N!A N!A N/A N/A WA N/A A05 230/208-1 1 52 60 6 10 N!A N/A N/A NIA N/A N/A N/A N/A OO A10 1 or2 79 80 4 8 52 26 60 30 6 10 10 10 W30H1 DB00,BOZ 1 19 25 10 10 N/A N/A N/A NiA N/A N/A N/A N/A B06 230/208-3 1 37 40 8 10 N/A N/A N/A WA N/A NIA N/A N/A OO B09 1 47 50 8 10 N/A N/A N/A N/A N/A N/A N/A N/A W30H1 DC00.COZ 1 12 '.5 14 14 N/A N/A N,A N/A N/A N/A N/A N!A C06 460-3 1 21 25 10 10 N/A N/A N/A N/A N/A N/A N/A N/A � C09 1 26 30 10 10 N/A N!A WA N/A N(A N/A WA N/A W36H1 DA00,AOZ 1 30 40 10 10 N/A N/A N/A N/A N/A N/A N/A N/A A05 230l208-1 1 56 60 fi o 10 N/A N/A N/A N/A N!A NJA N/A N/A OO A10 1 or 2 82 90 �=�:.- 8 55 26 60 30 6 10 10 10 W36H1DB00,BOZ 1 24 30 10 1Q N/A N/A WA N/A N/A N/A N/A N/A B06 230/208-3 1 42 50 8 10 N/A N/A N/A N/A N/A N/A N/A N/A � B09 1 51 60 fi 10 N/A N/A N/A N/A N/A N/A N/A N/A W36H1 DCOQ COZ 1 12 "5 14 14 N/A N/A WA N/A N/A N!A N/A WA C06 460-3 1 21 25 10 10 N/A N/A N/A N/A N/A N/A N/A N/A OO C09 1 25 25 10 10 N/A N!A N/A N/A NIA N/A N/A N/A W42H1 DA00,AOZ 1 40 60 8 10 N/A N/A N/A N/A N/A N/A NIA N/A A05 230/208-1 1 or 2 66 70 6 8 40 26 50 30 $ 10 10 10 O A10 1 or 2 92 100 3 8 40 52 50 60 8 6 10 10 W42H1 DB00,BOZ 1 28 40 8 10 N/A N/A N/A N/A N/A N!A N�A N!A B06 230/208-3 1 46 50 8 10 N/A N/A N/A N!A N/A N/A N/A WA OO B09 1 55 60 6 10 N/A N/A N!A N/A N/A N/A N,'A N/A W42H1 DC00,COZ 1 14 20 12 12 N/A N!A N/A f�l/A N/A N/A N/A NiA C06 460-3 1 23 2� 10 70 N/A N/A N/A N/A N/A N/A N/A N/A C C09 1 27 30 10 10 N!A N!A N/A N/A N/A N/A WA N/A W48H1 DA00,AOZ 1 38 50 8 10 N/A N/A N/A N/A N/A N/A NJA N/A A05 230/208-1 1 or2 64 80 6 8 38 26 50 30 8 10 10 10 OO A10 1 or 2 90 90 3 8 38 52 50 60 8 6 10 10 W48H1 DB00,BOZ 1 29 35 8 10 N/A N!A N/A N/A N/A N/A WA f�L'A B06 230/208-3 1 47 50 8 10 N/A N/A N/A t�UA N/A WA N/A N/A OO B09 1 56 60 6 10 N/A N/A N/A N/A N!A N/A N/A N/A W48H1DC00,COZ 1 14 20 12 12 N/A N!A N/A N/A N/A N/A NiA N/A OO C09 460-3 � 2� 30 10 10 N/A N/A N/A N/A N/A N/A N/A N/A W60H1 DA00,AOZ 1 41 60 8 10 N/A N/A N/A N/A N/A N/A N/A /� ' �' ` r � ��L-t +A+�J� f{\�� ,�ti A05 2301208-1 1 of 2 6? 80 4 S 41 26 60 60 8 10 10 r ! r�.-�� ,_ OO A10 1 or2 93 !00 3 8 41 52 60 60 8 6 10 `-°`� - W60H1 DB00,BOZ 1 28 40 8 10 N/A N/A N/A N/A N/A N/A N/A WA 230r208-3 OO B09 1 55 fi0 6 10 WA N/A N/A WA N/A N/A N/A �? � ��t1� u� W60H1 DC00,COZ 1 15 20 12 12 N!A N/A N/A N/A N/A N1A N/A N/A O C09 460 � 2g 30 10 10 N/A N/A WA N/A N/A N/A N/A fW�( "( ;�+ ;;C ;?.l�_ O Maxim�m size of the time delay fuse or HACR type circuit breaker tor protection of field wiri�g conductors. ; � [« ±j�,� 1 : -- C� Based on 75°C copper wire. All wiring must conform to NEC and all local codes. C) Maximum KW that can operate with heat pump on. These"PSinimum Circuit Ampacity"values are to be used for sizing the field power conductors. Refer to the National Electrical Code(latest versionj.article 310 for power cenduaor sizing. CAUTION;When more than one freld power conducior circuit is run fhrough one conduit,the conductors must 6e derated. Pay specia!attention to note 8 of tabte 310 regarding Ampaciry Adjustment Faciors when more than 3 conduciors are in a raceway. Form No. 53398-1009 Supersedes 53398-509 Page 11 of 16 . � °� � E �� m � � � � �� `' � � �� s� ��. , , � �" ""� � ��' ��,x �� z ._<.,s. �4,.�. �w>e.a..�.�'�s_9_,.?s,.�'�r,��,�,n,�,. �Q '�sa � _ " -�-,.�u� 4� 3 � ' '_ ,., - ,, _.__ � . �� .�...,,...._ . . . .-�.,' ,.�.�a.. .�„�,�_.s, -. :.: ^� � . ,,. . ., .,.._ . .- _,.,._.s-.. .�,�.,.. .,, ., �..___.� s ,,,_...u. _.`�.3„� ,,. ., ......�� :- ' W30H1 W42H1 ESP in w�$H� W24H1 W36H1 W48H1 w60H1 H.O High Speed Low Speed Single Speed High Speed Low Speed High Speed Low Speed High Speed Low Speed DryNVet Coil Dry/Wet Coil DryNVet Coil DryNVet Coil Dry/Wet Coil DryM/et Coil Dry/Wei Coil Dry/Wet Coil Dry/Wet Coil 0 1020/975 750l700 1020/975 1395/1315 950;935 1885/1800 1E50/160G 2200/2000 1600/1450 1 960/905 735/675 960/905 1340/1270 930/915 1770l1665 1550/�500 2100/1900 1525/1375 2 8651800 710/650 865/800 1285/1190 910/885 1635/1550 1450/1400 2000/1800 1465/120G 3 820/735 660l600 820/735 1205l1100 855/830 1500/1400 13501�300 1875/1700 -i- 4 735/65Q 605/550 735/650 1110/1000 800�'755 1370/1285 1300/�175 1775/1600 -i- 5 615/535 540/490 615/535 1005/870 -/- 1250/115G -!- 1650/1475 -!- Above data is with 1"standard throwaway filter and 1"washable filter. For optional 2"pleated filter-reduce ESP by.15 in. Speeds marked"bold"above See installation instructions for maximum ESP information on various KW applications. are Factory Connected. �f� �� s�'z � � �,e� �, � .: rf � �... �' w � i � �`"s.�� "4 4 �. - �� '�� .�- � ��' �' z ,��y, � �,��'�'�,�,��,� ..��. � � "� � � � �'x g�. �s,f t E a..; � � � s� .�_�. ,�..r adE .. ,a...- .N.,z>^� „�".� a . � �� .�.,�.� ,��... ��_.F..� .,..„.�. �`,� � � ,�.,_�? ,.�,�,�,«�.�,,.. .,.�. ,�, � � �� ...a , __�,.. �,._,..�. � �,,u.�,. �= �' "� ��.. � Nominal At 240V(1) At 208V(1) At 480V(2} At 460V(2) KW KW 1_Ph 3-Ph 1-Ph 3-Ph 3-Ph 3-Ph Amps Amps Btuh KW Amps Amps B�h KW Amps Btuh KW Btuh Amps 4.0 4.0 16.? 13,652 3.00 14.4 10,239 5.0 5.0 20.8 17.065 3.75 18.0 �2,7gg 6.0 6.0 14.4 20,478 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 2B.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.? 3t.2 38,396 15.0 18.0 51.195 13.80 17.3 47.099 �8•� 18.0 43.3 61,434 13.50 37.5 46,076 18.0 21.7 61,434 16.56 20.8 56,519 20.0 20.0 83.3 68260 15.00 72.1 51.195 I (1)These electric heaters are available in 230(208V units only. (2)These electric heaters are available in 480V units only. �" a �� x, '��`��} �" : z�,� �.; � ^�� r� ��. � �` �„{� t .�ar�� a � � � � , :��, �`:� 'r � �° � ^*z,� s s�. � - �' -� s.. . � 4 �s�.� .� ��'� �� t �,� ��' . � :� a. �� ,�� . �� : ��-��y �^� �.� � � .. � �, �'� : 7 x -� �y�,�,.��` � ..� ��y� � �� c�3 i� : ��=_... , . .,,,, _�__.. �;: _ .�..: .r? ,..x.,.�.,� ....x ,_:: ._„�: ,.:;. .. .. .�� ..�:y.e'„ .� �,'.�_.:�r�,,,�.... �,... ,,..''.�,�.. � jA�, sz �"'� � ��.. us�-,s `�,� ,,,, ..: ..,.,. . .„. .,,w�._. ,....�... ,.,,��. • Designed for adding Electric Heat to 0 KW Units • ETL US&Canada Listed • Circuit Breaker Standard on 230/208V Models •Toggle Disconnect Standard on 460�! f� :'• - i","�` -A00 Models -B00 Models ;:,' ti�,��. ` ;��js Heat Pump 230/208-1 � = ?_��.� Models 230/208-3 -� �ttif��^•� _=460-3 Heater Modei# KW Heater Modei# Kt/V� `�'Heater Modei# KW W18H1 EHWH02A-A04 4 EHWH02A-A08 g N!A f,.�- r� �,`� ��I.�' N!A W24H1 EHW24H-A04 4 EHW24H-B06 6 � EHWH24$-006 6 EHW24H-A08 8 ,,__�.`-'�� ;;.�tt.;�- %'`''' t^�{ b3A-CO6 6 W30H1 EHWH30-A05 5 EHWH03-B06 � 6� ;':�,�., C;+ ,.f EHWH30-A10 10 EHWH03-B09 g ' EHWC03A-009 g EHWH03A-C15" 15 EHWH36-A05 5 EHW36H-B06 6 EHWC03A-006 g W36H1 EHWH36-A10 10 EHWH03-B09 9 EHWC03A-009 g EHWH36-A15 " 15 EHW36H-B15` 15 EHWH03A-C15 ' 15 EHWH42-A05 5 EHWH05-606 6 EHWH42-006 g W42H1 EHWH42-A10 10 EHWH05-609 9 EHWH05A-009 g EHWH42-A15 ' 15 EHWH05-B15' 15 EHWH05A-C15 ' 15 EHWH04-A04 4 EHWH05-606 EHWH42-AQS 5 EHWHQ5-B09 9 EHWH05A-009 g W48H1 EHWH42-A10 10 EHWH05-B15' 15 EHWH05A-C15' 15 EHWH42-A15 ' 15 EHW05H-B18 ' 18 EHWH04-A20 " 20 EHWH04-A05 5 EHWH05-B09 g EHWH05A-009 g W60H1 EHWH04-A10 10 EHWHO5-B15' 15 EHWHO5A-C15' 15 EHWH04-A75 ' 15 EHWH04-B18' 18 EHWH04-A20 ' 20 NOTE: Field installed heater packages are not approved for use with top supply opening models. ' Not available for dehumidification models. Form No. S3398-1009 Supersedes 53398-809 Page 12 of 16 . . , . , a .. ..y . . .,., _. ,�.. ,F . ,: .: ., . - . r-.',:. ..;.; ..., -�. 4Sw �:. �_ ; ... `�;. " � "Y i y` 4 � ' .,�. ., .... . _ �. , , ' - .E ' ._�� .>.,.' ,;., . �_ ' .`.3 " . : �� , : -..�,.,.- t .�z' -.. , . .. . , : , - ,..�i . ' ; { '�. 4+ .��. � S;, I D B./W.B.' � ,;�,�� « .� ; � ",. �� ._.. __ ,�,� ° , � , . ". �< .. ,„ ' �z � _...._, '�� _. � �r. �. Model I �, apac�ty 75�F AO = 85°F 90°F 95`'F i 100°r= 105°F 110°F f 15°F i 20°F i ! 75 Total Cooling 17,900 17,00] i to.200 15.300 14.300 13,500 12.600 11,700 10.800 9.900 62 Sensible Cooling 14,300 13,90� � 13.500 13,200 12.800 12,400 12.000 11,600 10.800 � 9,900 W18H1 80, TotalGooling 19,100 I 1&,50� 17,900 17,200 16,40D 15J00 i 14.800 13,900 13,000 12,OOC 67 Sensible Cooling 13,800 13,60; 13.400 13,200 12,90C I 12,600 12.300 11,900 11,600 I 11,20C 85% I7otal Cooling 22,800 21.70� i 20.600 19,500 18,300 17,200 16,000 14,800 13,700 12,500 72 Sensible Coolin 14.200 13,80� i 13,500 13,100 12J00 12.200 I 11.6�0 11,200 10,700 10,200 75/ TotalCooling 27,100 25,1�)J i 23,400 21,600 20,400 19.300 18,30D 17,400 16.700 16,000 62 Sensible Coolinp 20,700 19,&JC 19,000 18.300 1?,700 17,100 16.600 16,100 15,700 15.300 W24H1 $Oi Totai Cooling 28.900 27,30C 25.900 24,600 23.400 22,400 21,500 2G,700 20,000 19,400 67 Sensible Cooling 20,000 19,40C 18.800 18,300 17,800 17,400 S7.00D 16.600 16,300 16,000 85' Total Cooling 34,500 31,90G 29,800 27,800 26,000 24,500 232D0 22,100 21,000 20,200 72 Sensible Coolinq 20.500 15J00 18.900 18,200 17.500 16.900 16.200 15.600 15.000 14,500 75i TotalCooling 31,900 30.300 28,800 27,400 26,000 24.700 23,4�0 22,200 21,000 19.800 62 Sensible Cooling 24.800 2420G 23.700 23,000 22.4D0 21,700 21.200 � 20.400 19.80G 19,100 W30H1 80; Total Cooling I 34,000 33,OOG 32,000 30,900 29,800 28,70G I 27,500 26.400 25,200 24,000 67 Sensible Cooling I 24.000 23,70f� 23.40U 23,000 22,600 22.10C 21700 21.100 20,60C 20,000 85/ Total Cooling I 40.500 38.60G 36.800 34,900 33,100 31.400 29,600 28,100 26,5Q0 I 25,OOC 72 Sensible Cooiin 24.600 24,100 23.500 22 900 22.200 21.400 20.700 19 800 19.00Q 16 100 75! Total Cooling 35,800 34,40D I 33,000 31,60D 30,200 28,900 27,500 26,100 24,800 23,SOG 62 Sensible Cooting 28.600 28A00 27.300 20,600 25,900 25200 24.500 23,800 23,100 22.400 W36H1 BO! Total Cooling 36,200 37,500 36,600 35,700 34,600 33.600 32,400 31,10G 29,600 28,40G 67 Sensible Cooling 27,700 27,4�0 27,000 26,60Q 26.100 25.6D0 25.100 24,600 24,000 23,400 B5,� Total Cooling 45,500 43,900 42,100 40,300 38,500 36,800 35,000 33,10D 31,300 29,SOC 72 Sensible Coolin 28,400 27.80D 27.200 26,400 25,600 24,800 23.900 23,100 22,100 21,200 75r Total Gooling 46,500 43,600 41,000 38,700 36,600 34.90� 33,200 32,000 30,800 29,900 62 SensibieCooling 36200 35,1CU 34,000 33,200 32,400 31,700 31,100 , 30,600 30,200 29,900 W42H1 80' Total Cooling 49,600 47,500 45,500 43,700 42,000 4Q,600 392D0 38,100 37,100 30,200 67 Sensible Cooling 35,100 34.400 33,700 33,200 32,700 32200 31.90C 31,600 31,400 31,30G 85,'' Total Cooling 59,100 55,600 52.300 49.400 46,700 ' 44,400 42,300 40,600 39,000 37,600 72 Sensible Coolina 36.000 34.90D 33.900 33 000 32.100 I 312D0 30,400 29.600 28,900 28.30G 75i Total Cooling 492D0 46,80U 44,500 42,300 40,100 38,000 36,000 I 34,000 32,100 30,20D 62 Sensible Cooli�g 39,100 36200 37,200 36200 35,300 34,300 33,400 32.500 31,700 30,200 W48H1 80/ Total Cooling 52,500 51,OOD 49,400 47,800 46,000 44,300 42.400 40,500 38,600 36,600 67 Sensible Cooling 37,900 37,40D 36,800 36,200 35.600 34,9D0 34.300 ; 33,60C 33,000 32,30C 85! Total Gooling i 62,60G 59,600 56,700 I 54,000 51,100 48,500 i 45,700 43,100 40,6D0 38,000 72 Sensible Goolinq 38,80G , 38,000 37,000 I 36 000 34.900 33.800 32,�00 31.500 30.400 29.200 75i Total Cooling 56,800 i 54.300 52,000 49,600 47,000 44,600 42,100 I 39,700 37.10G 34,500 "02 Sensible Cooling 43,800 42,7G0 41,600 40.400 39,300 38,100 37,OQ0 35,80Q 34.70C 33,4�0 W60H1 $0; Total Cooling 60,600 59,200 j 57,700 56,000 54,000 52.000 49.700 I 4?,300 44.600 I 41.800 67 SensibfeCooling 42.500 41,800 � 41200 40,400 39,600 38.600 37.90C 37.000 36J00 j 35.000 I 85r' Total Cooling 72,200 69,200 I 66,300 ! 63.200 60,000 56.900 53,600 ; 50,300 46,900 43,400 � 72 Sensible Cooling 43,500 i 42,40C 41,400 � 40,100 38,90C 37,600 36,100 � 34,700 33,300 31.6Q0 OO Below 65°F, unit requires a factory or field installed fow ambient control. � Capacity Multiplier Factors G Return air temperature°F °io of Rated AirFlow -10 Rated +10 Total BTUH 0.975 1.0 1.02 Sensible BTUH 0.950 1.0 1.05 .,_ ' ��; . ...�;r - ,i' �.f5�5v�itf'rVt.1 iw'i_ �� } ? n i r�° 1 �1( �"_: ._ .�-�_rir�< . .:;��/� .. � <��' : t' .!�,li; .;i., 4:1;i � ;z,.;�J:. `�� . , . '+.- Form No S3398-1009 Supersedes S3398-809 Page 13 of 16 . .� , • , � � k � ' �� , ��'� �; 2� -'�� :'�`'� � F: , �s �4 �€ '. � ' � �� ` °- ``� ��... ^z ��-.. :ac.�... �, � � �, � �� _.,..t... , . -:_.,��: ..', ,. ., ._.a� .: ,f.,.,e,', � ' r- �.....4�,��, .. � �' �- �;, ,� ` - ..__..._ 3 _...._ .., �. . �. ... ......� _��.,5"�.� �i,�`� �.__ . �� Modei 0° 5` 10° 15° 20° 25° 30° 35° 40` 45° 50° 55° 60° 65° BTUH 4,700 6.000 7,3QU 8.500 9,500 10,200 11,000 11,700 13,80G 15.800 17,400 18,700 19,900 21.20G W 18H1 WATTS 1.480 1,500 1,520 1,540 1.540 1,540 1.540 1,540 1,590 1.630 1.660 1,680 1,700 1.72G COP 0.94 1.18 1.4? 1.52 1.81 1.95 2.10 223 2.55 2.85 3.08 3.27 3.43 3.62 BTUH 8,400 10,000 11,700 13.400 14,300 14,700 15,100 15.500 19,100 22,600 25,000 26700 28,400 30.000 W24H1 y�q-�?S 2.040 2,080 2,110 2,150 2.170 2.170 2.i70 2.170 2.27C 2,360 2,420 2,460 2,500 2.540 COP 121 1.41 1.63 1.83 1.9C 1.99 2.04 2.70 2.47 2.81 3.03 3.19 3.33 3.47 BTUH 10.200 12,200 14,200 16,200 17,700 18,800 19,900 21,000 24,400 27,70C 30200 32,200 34200 36200 W30H1 WATTS 2,460 2,500 2,540 2,580 2,600 2.600 2.590 2,590 2,700 2,800 2,860 2.900 2,540 2,980 COP 1.22 1.43 1.64 1.84 2.00 2.'12 2.26 2.38 2.65 2.90 3.10 326 3.41 3.56 BTUH 13.100 15,400 ,17,800 20,100 21,500 22,300 23,100 23,900 2B.500 33200 36,400 38,600 41,100 43,400 W36H1 WATTS 2.800 2,850 2,900 2,950 2,970 2,970 2,970 2,970 3.090 3220 3,300 3,350 3,400 3,450 COP 1.38 1.59 1.80 2.00 2-13 2.20 2.28 2.36 2.71 3.03 3.24 3.40 3.55 3.69 BTUH 15,400 18200 21.100 23,800 25,400 26,100 26,700 27,400 33,500 39,600 43.700 46,600 49,400 52200 -_....-- __----- ____... ---- - ------- ----- -___.. ___..... ._..----------------.. - 42H1 WATTS 3,460 3.540 3,620 3,690 3,740 3760 3,780 3.800 3,960 4.130 4,240 4,320 4,390 4,470 CO° 1.31 1.51 1.71 1.90 1.99 2.04 2.07 2.12 2.48 2.81 3.02 3.17 3.30 3.43 BTUH 15.800 18.800 21,800 24.800 26,500 27,300 28,100 28,900 35,200 41,500 45.800 48,800 51,600 54,800 W48H1 WATfS 3,560 3,620 3,670 3,730 3,750 3,760 3,770 3,770 3,900 4.030 4,110 4,160 4,220 4270 COP 1.31 1.53 1.75 1.95 2.08 2.13 2.19 2.25 2.65 3.02 327 3.44 3.6 3.77 BTUH 19,600 23200 26,900 30,600 32,300 32,800 33,300 33,800 42,200 50.700 56200 59,900 63,600 67.200 W60H1 WATTS 4,320 4.410 4.490 4.580 4,620 4,630 4,650 4,660 4,850 5.05G 5,170 5260 5,340 5.430 COP '.33 1.55 1.76 �.90" 2.05 2.08 2.10 2.13 2.55 2.95 3.19 3.34 3A9 3.63 '70°F DB indoor return air at rated CFM includes defrost operation below 45°. j'^,�,.�.. ..,,.'�`i \`) ` . ! ��, �'��1�l y�`�. . `J.�� ,�t�::`,r . ��.`�.t�� . .. � �p(�� ;� �,y !\\ ��i�� •'i ` '' �ti'�� ` ��' � �ti� i F�,O Form No. S3398-1009 Supersedes S3398-809 Page 14 of 16 �, , M , � , ,� �f;; � � _ ��' � �. � ��: �� . .. . ,,.,._. � �_.�� _ . r�� . -�. .,r . . - ...�, s, � , .. � .,'^�� „.,.. ; � , .... � � � � Form No 53398-1009 Supersedes 53398-805 Page 15 of 16 . ,,� � ��, � � .- • . , � � � � = � � -� �� , � ° ,� '� � � ,� � � �� .. . .. . . -...;� "x. ...:��i..�,,.��._. ...s..., ..�:.:'�a...,�- .. ,..- . ..� �- �:'s,,.� '. _u..........-s '�. . ��e �`�' � ��i'� � ; . -. .... _.._. , �.,,.._.. ,.... : , _.�.., _.,. �;,.E ..,.,.,�: ..,.._..,. ,_ ....', ,. ...�.�. W 36 H 1 A 10 X X X X X E MODEL I � NUMBER � HEAT ` � PUMP ( KW�' CONTROL MODULES REVISION (See Chart Below) CAPACITY VOLTS 8 PHASE COLOR OPTfONS 18-1 Y Ton A-230/208/60/1 X-6eige(Standard) 24-2 Ton B-230l208/60/3 1 -White COI�OPTIONS 30-2%Tor, SPECIALTY PRODUCTS� C-460/60/3 4-Buckeye Gray X-Standard 36-3 Ton (Non-Standardj 5-Desert Brown 1-Phenolic Coated cvaporato 42-3%Ton 8-Dark Bronze 2-Phenolic Coated Condense 48-4 Ton 3-Pnenolic Coated Evaporato 60-5 Ton and Condenser VENTILATION OPTIONS (See Table Below} FILTER OPTIONS OUTLET OPTIONS X -1 inch Throwaway(Standard) X-Front(Standard) W-1 inch Washable T-Top(on W30H1 &VJ36H1 Modelsi P -2 inch Pleated c?i For OKW and circuit breakers(230/2�8 volt)or toggle disconnects(460 volt)applications.insert OZ in the KW field of the model number C�)insert"D"for dehumidification with hot gas reheat Not available for Model W 18H. Reference Form 7960-576 for complete details. � ; ��r�7y�c. � "��. � a�` � �r^ i.�T-, ,`� „�� _ � '�''�.: ,,�3��F �.r � � � -i �`��s r^��„^� -� �� `' � � �d .. �,�Y G��.� ��- ��., �� z 3� � �i� � '�� -`-�- '� �� *;�'�, .6 `��r�.�,�€�� ,� �,.a+az:-.<^�_��a`��`.:.� r�'°'�, . �:..��w��,�,- "�. ,'�'-a.�'-'...'�l....��.,��.':�em�..�.��.��.��,.'�:,t,..:.s,��r, �- ��. �i�ry.x�,� ''�. � �H'� �� '. � ,,.�.. � , ;, ; MODELS = �....: .�..,�. � .��._,,. .� �� . �,..:: .... W18H1,W24H1 W30H1,W36H1 W42H1,W48H1,W60H1 .x,... Description Factory Instailed Field Installed Factory Installed Field Installed Factory Instailed Field Installed Code No. Part No. Code No. I Part No. Code No. Part No. Barometric Fresh Air Damper-Standard X BFAD-2 X BFAD-3 X � BFAD-5 Blank-Off Plate B BOP-2 B BOP-3 B gpp_� Motorized Fresh Air Damper M MFAD-2 M MFAD-3 M MFAD-5 Commercial Verrtilator-Spring Retum w/Exhaust V I CRV-2 V CRVS-3 V CRVS-5 Commercial Ventitator-Power Return w/E�aust --- --- P I CRVP-3 P � CRVP-5 Economizer Qntemal)-Fully Modulating E EIFM-26 E EIFM-3C E � EIFM-5C Energy Recovery Verrtilator-230 Volt R ERVF-A2 R ERVF-A3 O R � ERVF-A5 O Energy Recovery VenGlator-460 Volt R ERVF-C2 R � ERVF-C3 �O R ERVF-05 �O Door Kit for ERVF(Required) N/A WMDK2-� NIA WMDK3-� N/A WMDKS-?� !?� Intake and exhaust can be independently adjusted. � WMDK Door K¢must be ordered in addition to ERVF Assembiy and cofor matched to unit ("X"=Beige;"4"=Buckeye Gray "8"=Dark�rPnz�) __ � � ..,,. E ��." �"�` �`�� 9� � '-,�," '�. �*k�` �" .: �. ��.t � � K � ;��c � 3 "`� .. ., `k `�t , . ,�i,�_.,,.�,.�..'��..,�"" w'.,,..-:ae '��a,.,,_�^� ''z°z ` 5�,_•2; : .. �. i/,��'"�,� �� .�: '� a �" :� '�'�� ' �'r� �', , , � ...m.......,...� .� . ._�.�.�_.� c.__,,,,.�..,.. s : "�z � ;'�' , r , .�...._...�..., .�..,.,� _ �: Description Factorylns��l�e �Fieid`lnst�tled` Low Pressure High Pressure Low Ambient Control Outdoor Code Par�., �! Corrtrol �O Control O and Reta p Start Kit� Start Kit O Number �uir'�b�,c��` Y Thermostat O STD STD X N/A STD STD • E '�MW, ,,.. -. .�_,;. .�- � r�' ' STD STD • Q '•�=1 H-1`4A STD STD • � R STD STD • � S STD STD • � � T STD STD • Field installed CMC-15 OO STD STD • Field Installed SK111 STD = Standard Equipment G The high& low pressure controls are auto reset. Operafing circuit includes a lockout feature and is resettabie from the wall thermostat. All low pressure controls use a timed bypass circuit to prevent nuisance tripping during low temperature start-up. G The low ambient controi includes an 8201-008(fan relay)and permits cooling operafion down to 0°F. O PTCR start kit can be used with ali-A single phase models. Increases starting torque 2-3x. Not used for-B or-C three phase modeis. Do not use if SK111 is used. s0 Start capacitor and potential relay start kit can be used with all-A singie phase modeis. Increases starting torque 9x. Not used for-B or-C three phase models. Do not use if CMC-15 is used. CG The Qutdoor thermostat is adjustabie from 0°F to 50°F. It is suitable for use as a compressor cut-off thermostat. NOTE: Standard heat pump control board has a 5-minute compressor anti-short cycie timer. °'� Bard Manufacturing Company, Inc. Due to our continuous product improvement �,"' Bryan, Ohio 43506 policy,all specifications subject to change Form No. '` without notice. S3398 ; .s,�,.� ,,,; www.bardhvac.com October,2009 CL1h1ATE CONTROL SOLUTIGNS Before purchasing this appliance,read important energy cost and efficiency information availabie from your retailer. Supersedes S3398-809 Page 16 of 16