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19405 68TH DR NE_26-0001_2026
4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# 26-0001 Parcel # 31051400302400 Building ID Location 19405 68TH DR NE Permit Type Commercial Permit Use Mechanical Zone Permit # Subdivision Applicant Name Flve Star Mechanical Address 7509 Grange St Applicant Email KAIL@FIVESTARMECH.CO Phone 253 852 8284 Cell 425 737 1432 M Owner Name WEISS COMPANY XI LLC Address 3023 80TH AVE SE STE 201 MERCER ISLAND, WA, 98040 Owner Email eric@weisscollc.com Phone 206 999 0684 Cell Contractor Five Star Mechanical Address Contractor Email kail@fivestarmech.com Phone 253 852 8284 Cell 425 737 1432 Pr—--, 1-f - ation Type/Improveme Accessory/Struct nt ure Current Use S-2 Storage Proposed Use Current Zoning 0 Proposed Zoning Project Cost 27000 Project Value 27000 Current Use And Installing a 2 ton Minni Split heat pump with 3 indoor cassette style heat exchangers as well as a Panasonic Proposed 100ERV in new office build out. Also installing 2 bath fans Changes Lot Width Lot Depth Map Number Total Area of Building &Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances ©Community Development Online Portal Page 1 of 6 March 23, 2026 02:17PM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height null # of Units 0 Load per Floor (Lbs) Sign Dimensions # of Bedrooms null # of Bathrooms null Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth null Material Foundation Information Setbacks Front& 0 0 Setbacks Right & 0 0 Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width null # of Off Street null # of Off Street null Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 6 March 23, 2026 02:17PM WASHINGTON Contractors License # Business Name Type Contact 601 937 083 Five Star Mechanical HVAC Kail Amsbaugh ©Community Development Online Portal Page 3 of 6 March 23,2026 02:17PM WASHINGTON Inspections Inspection # Inspection Type Status Date Inspector 26-0071 Mechanical - Rough-In Pass February 2, 2026 Kevin Olander 26-0104 Mechanical - Final Pass February 20, 2026 Kevin Olander ©Community Development Online Portal Page 4 of 6 March 23,2026 02:17PM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone Flve Star Mechanical Applicant 7509 Grange St 253 852 8284 WEISS COMPANY XI LLC Owner 3023 80TH AVE SE STE 206 999 0684 201 MERCER ISLAND, WA, 98040 Five Star Mechanical Contractor 7509 Grange St, 253 852 8284 Lakewood, WA 98499 ©Community Development Online Portal Page 5 of 6 March 23, 2026 02:17PM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees January 5, 2026 $0.00 $0.00 $565.87 $-565.87 T O T A L $0.00 $565.87 $-565.87 ©Community Development Online Portal Page 6 of 6 March 23, 2026 02:17PM I ®t/e PwrRwoo b#,'1Zj, �A "A)®°SPIN ® e AX re re e r ot®d ! Pe`� Mal -----4 P'-- OV M(;2-2f\M1AJ6 T::: IV b 13reA K (-PM ®6pk)Y)IT4 Lit cem ,q e -7-;,)bo9R e,455e 1f-e 0 C FM I®- City of Arlington Building Department APPROVED Kevin Olander-01/29/2026 No changes authorized unless approved by the Building Official T C O 01 0 rRPOAK TECTURE 6'x 4' relite o 6iRemove partitions BREAK ;o Casework & sink Y — — OPTION:125 PSF a 0 mezzanine with Irr-0 guardrail and stairs Remove casework TOILET 8' -4" 8' -4" (hatched area) & sink Q SUITE F Lr _ SUITE H TOI LET - _ SUITE F SUITE H - TOILE TOILET' 7 :7 Replace doors non- \® _ Drinking fountain hollow metal doors BREAK / 00 6'X 4' relites Casework & sink. Remove partitions o p This office has been OFFICE — = demoed and rebuilt. OFFICE Do not bid this portion f the work. A 4'x 4' relites OPEN OFFICE `° Remove overhead door / o Possible future Office it Concrete landing, ramp and stairs ;o Replace(E) overhead _ door w/storefront Remove stairs N 26' - 6" — — — 5'-4" 4' DN 6" 5' -4" — —22' - 5" — o M 1 DEMOLITION PLAN 2 FLOOR PLAN 3/32"= 1'-0" 3/32"= 1'-0' A91 SCOPING PLAN WEISS ARLINGTON . SUITES F+H . 08.25.2025 NORTH ABBREVIATIONS VICINITY MAP PROJECT INFORMATION PROJECT TEAM SHEET INDEX lop 4 Number FRP Fiberglass Reinforced Plastic PARA Parallel I LEGAL DESCRIPTION(ENTIRE PROPERTY) CLIENT RED , @ At FT Foot/Feet PEMB Pre-Engineered Metal Building AK Degree FTG Footing PERP Perpendicular APN:31051400302400 Weiss Company XI GENERAL r...ITIE.TURIE - Plus or Minus FURR Furring PL Plate 3023 80th Ave.SE,Ste.201,Mercer Island,WA 98040 COVER GENERAL NOTES&ABBREVIATIONS + PLAM Plastic Laminate SEC 14 TWP 31 RGE 05TH PTN SW1/4 DAF-COM SELY CDR LOT 21 OF SURVEY REC AF 7905290175 VOL 9 OF SURV PG 275(SO Eric Weiss ARCHITECTURAL ABV Above GA Gauge PREFAB Prefabricated PT BEING S10`0413W 1057.SFT&S79'55 47E 400FT FIR INT OF 206 292-9700 AC Acre GALV Galvanized PREFIN Prefnished ( ) Al PLANS AND NOTES 330 N LN SWS/4&E LNBNRR R/N�TH 579'S5 47E ALG N LN LOT 3 eric@weisscollc.com A2 ENLARGED VIEWS AND DETAILS ADD Addendum GC General Contractor PT Pressure Treated SO SURV 60FT SD PT BEING MOST SELY CDR OF SURV REC AF AFF Above Finish Floor GL Glass or Glazing PWD Plywood 8710135003 VOL 25 OF SURV PG 227&ALSO TPB TH N46*01 CONTRACTOR A3 ENLARGED VIEWS AND DETAILS AHJ Authority Having Jurisdiction GSM Galvanized Sheet Metal 15E212.92FT TH N10.0413E 916.51FT TAP ON N LN LOT 4OF ALT Alternate GWB Gypsum Wall Board QTY Quantity SURV REC AF 7905290175 SO PT BEING MOST NELY CDR OF Coast Construction Group STRUCTURAL 324 North Olympic Avenue Gypsum SURV 597.77FT TH S30.04 13W930.95FT TH N79.55 47W ALUM Aluminum GYP G SURV REC AF 8710135003 TH 588'52 32E ALG N LN SO LOT OF 328 N.Olympic Ave.,Arlington,WA 98223 S1.1 ADA RAMP PLAN AND DETAILSWashington ANOD Anodized 360.502.7200 R Radius 530.SFT TH S10'0413W 97.97FT TH S46.0115W 315.12FT TAP Trevor Gaskin ANSI American National Standards Institute HE Hose Bibb RCP Reflected Ceiling Plan '• TH BEARS S10*0413W FR TPB TH N10.0413E 102.2FTTO TPB 425.599.0288 DEFERRED SUBMITTALS APPROX Approximate/Approximately HC Handicap REO Required or Requirement $. F AKAA PTN OF LOTS 4,5,6,11&12 OF SURV REC AF 7905290175 tevor@coast-group.com ARCH Architectural HOW Hardware RFI Request For Information 57 �a 9 JURISDICTION ARCHITECT DEFERRED SUBMITTALS,TO BE SUBMITTED AS DESIGN/BUILD BY SUBCONTRACTORS:: ASTM American Society for Testing Materials HIM Hollow Metal RM Room MECHANICAL HORZ Horizontal RO Rough Opening Cityof Arlin ton Red Oak Architecture ELECTRICAL B/O Bottom Of... HR Hour s 9 324 N.Olympic Ave.,Arlington,WA 98223 PLUMBING rota. REGISTERED BD Board HVAC Heating Ventilation&Air Conditioning S South °' k FIRE SPRINKLER ARCHITECT BLDG Building SCHD Schedule Aaron MacDonald BLK Block or Blocking ID Inside Diameter IF Square Feet/Foot PROJECT DESCRIPTION 3:0.502.7200 AARON WILLIAM MaCDONAID BOD Basis of Design INSUL Insulation SHT Sheet aaronm@redoakarch.com CODE LEGEND STATE O'wASHINcT.. BOT Bottom INT Interior SHTG SheathingScope is limited to is portion of the existing tenant spaces.Tenant 531 Improvement of existing office and warehouse. BTW Between SIM Similar ROOM Room name F&H Suites aces 150 IF Net square footage lAN Janitor SPEC Specification Spaces( ) APPLICABLE CODES 300/1 Occupant Load Factor/Occupant Load CF Cubic Feet IT Joint SQ Square Suite F:Extend Break,add restroom,combine offices • Suite H:New restrooms,break area and offices;new storefront ANSI A317.1-2017 CIP Cast In Place IS Stainless Steel �110 Occupants exiting PROJECT LOCATION: entrance 2021 WS Building Code 34"/170 Exit width/maximum occupants exiting CI Control LAM Laminate STC Sound Transmission Class D 9 New Steps and ramp 2021 WS Existing Building Code CLG Ceiling LB Pound STD Standard NORTH 19405 68th Dr NE,Arlington,WA 98223 2021 WS Fire Code CLR Clear LF Lineal Feet STL Steel The scope does not modify the existing building envelope. 2021 WS Mechanical Code �•••••••' Path of travel w/point of farthest distance CMU Concrete Mason Unit LT Light STOR Storage 2021 WS Plumbing Code Masonry 9 9 No high-bay storage.An high-bay storage will be required to be 2021 WS Energy Code Wall mounted fire extinguisher et(F.. COL Column STRUCT Structural 9 Y 9 Y 9 Ys g quir gy �' recessed fire extinguishercabinet(F.E.C.)- permitted by the Tenant. CONC Concrete MAX Maximum SV Square Yard refer to plans for exact locations. CONT Continuous MDF Medium Density Fiberboard 0.75-0 CORR Corridor MDO Medium Density Overlay T&G Tonuge&Groove NOTE:Per NFPA 10:75'minimum travel ... distance between guiextinguishers,all CU Cubic MECH Mechanical T/O Top Of portable fire extinguishers to meet NFPA 10 MEZZ Mezzanine TEMP Temporary DEL Double MFR Manufacturer THK Thick OVERALL PLAN(NOT TO SCALE) DET Detail MIN Minimum TRTD Treated DIA Diameter MTD Mounted TS Tube Steel ON Down MTL Metal TVP Typical DS Down Spout 1 2 3 n 5 B 7 n 8 10 ll 12 13 14 DWG Drawing (N) New UL Underwriters Laboratories Y �/ N North UON Unless Otherwise Noted 288'-0" (E) Existing NA Not Applicable 48'-0" 48'-0' 48'-0' 48'-0' 48'-0" 48'-0" 48'-0" 48'-0' 48'-0' 48' E East NIC Not In Contract VB Vapor Barrier EA Each NO Number VERT Vertical El Expansion Joint NOM Nominal VEST Vestibule ELEC Electrical NTS Not To Scale VIF Verify in Field Q 150/2 ELEV Elevation VR Vapor Retarder EQ Equal 0/ Over l EQUIP'M Equipment OC On Center W West EXT Exterior OCC Occupants/Occupancy W/ With OF Owner Diameter W/o Without SMITE FD Floor Drain OFCI Owner Furnished,Contractor Installed WD Wood �► FE Fire Extinguisher(Bracket Mounted) OFF Office WRB Weather Resistant Barrier SUITE 1 1 FEC Fire Extinguisher(in)Cabinet OFOI Owner Furnished,Owner Installed WWM Welded Wire Mesh I EST FF Finished Floor OPP Opposite FIR Floor OSB Oriented Strand Board YD Yard = SUI E D E SUITE G FO Face Of SUITE J I SURE C DRAWING LEGEND r North Arrow ROOM Room Name Existing Construction �( NORTH / Grid Line ROOM Room Name To Be Demolished SUITE I 00 150 IF w/Area NORTH Match Line ROOM Room Name& New Construction FE FE O 00 101 Room Number - `-- - - --` --- r Level Datum RA Roof Tag RoofT YP a Furring or Cladding \'O92C �\ / ,}\\ tY/U3 \ Exterior Elevation XB 12 Wa0.Tag /'moo \ •• r w, ` 2�` A3.11 1 X-Wall Category -------------------------- Acoustical Wall IrJ \ / L Q,` -' S� 4 4 / E-Existing X-Exterior I I FE SUITE Interior Elevation N-Interior _ �J IL�1 �1TC F, FE SUITE `A, I I I a A3.21 1 C-Cladding — — — — — — Fire Rated Watt i J C I I Y V E T F-Fencing 1Dot-1-HR FE ' STORAGE STORAGE S ITE A Z B-WaU Type 2 Dats-2-HR ,-17481 SF-- 17440 IF Building Section 12-Nominal Structure Size 3 Dots-3-HR \ 1 SIM 7 500/35" r 500/35 LO ASOS CA Ceiling Tag DN Stairs or Steps Ca Bout A-Ceiling Type / s i Enlarged(Watt) F6.6 Floor Tag OFFICE V 1 SIM Section B-Floor Type Ramp Caftout �'803 SF. QFFICE' cn N A101 6-Nominal Structure Size DN _ _ = r _-- 150/6 _ 992 IF -- - - �. o v 222A Door Tag FE I I 150/7 FE 1 SIM CaUout Drawing Break Line Q _ _ _ 0 A101 WN.A Window Tag LM WN-Window FIRE RISER IF-Storefront Revision Cloud&Tag 68 IF CW-Curtain WallZj� 300/1 214'Diagonal distance in Suite H,10T required �SIM Detail M v separation.Doors are<70'apart.Existing south co U GWB Material TagC=�) 1 door not a compliant or required exit;new north A101 E3 door is sufficient for occupant load<50. 07.01 Keynote Note Markups BUILDING AREA:224,640 SF Al � Drawing Reference CONSTRUCTION TYPE:V-B,SPRINKLERED G OCCUPANCY TYPE:S-2&B,CONTINUINGLU L cn W NORTH SUITE F:18,352 SF,AREA OF WORK:803 SF SUITE H:18,432 SF,AREA OF WORK:992 SF LU a r T T T T 5 5 CEILING PLAN GENERAL NOTES FLOOR PLAN GENERAL NOTES 1.See electrical drawings for additional information about Lighting 1. Dimensions are to grid line or face of stud,LION. REDOAK components,switching,and wiring. r RCH,TECTURE 2. Provide blocking as necessary for all wall mounted plumbing -- 2.See mechanical submittal for additional information about grilles fixtures,drinking fountains,grab bars,casework,mirrors,etc. and other ceiling mounted devices. / 02 07 3. Patch and repair(E)surfaces to remain where(N)work interfaces. rr 3.See fire submittal for additional information about sprinklers and 02.02 alarms. 4. Notify Architect of any conflicts between(E)conditions and - - - I I -�_ - - - I I - - - - - drawings prior[.demolishing items. - 4. All.new ceilings to be installed at the same elevation as the adjacent existing ceiling. 5. No known hazardous materials exist.Notify Architect if any are discovered. 324 North Olympic Avenue 5.ALL ceiling grids to receive newtiLe. Arlington,Washington 98223 6. Demolition information is provided for information and reference360.502.7200 09.02 6. Install.(6)high-bay LED Light fixtures in Mezzanine.Verify Locations only.General Contractor to verify(E)conditions. SUITE F SUITE w/Owner. 7. See A3 for assembly types and details. � I 02.03- / CEILING LEGEND DOOR SCHEDULE&NOTES Io1a2 REGISTERED ucture MARK WIDTH HEIGHT NOTES r 02.06�I 09.02 tE2�'Pe0"AFFn to rTYP UON. � � ARCXITECT F102A 3'-0" 7'-0" See notes 3&5 CB Suspended 2'x4'acoustical ceiling grid F1026 3'-0" T-0" See notes 3&5 AAR.N WILLIAM MacDONALD �� and tile. F103 3'-0" 7'-0" E)to remain STATE OF WASXINGT.N ( F+ - - - - - - - - - - - - - - - - - - � F+ ) F104 Y-0" T-0" See note 6 8'-0',TYP DON. 02.O1�t I __ FSOS 3'-0" 7'-0" See note 7 lam _ CC (E)Gypsum board,suspended or framed. :8'-0"AFF,TYP UON. H102A 3'-0" T-0" See notes 4&8 H102B 3'-0" T-0" See note 7 Lay-in light fixture;2'x 4'or 2'x 2'. H103 3'-0" 7'-0" See note 3 09.02 H104 3'-0" 7'-0" See note 7 H105 3'-0" T-0" See note 6 - H106 3'-0" 7'-0" See note 6 (E)Surface mounted light fixture;1'x 4' Door Notes Illuminated exit sign.Fitted in quadrant 1. Exterior doors shall have weatherstripping and 5ealant/cauLking denotes face of signage,arrows denote as needed to prevent air Leakage and moisture infiltration. �2.04 directi.nal indicators. 2. Doors and frames to be painted HM,UON.(N)Hardware style and - <^� Q finish to match(E), �A�UON. �Ll C3 I KEYNOTES 3. Size to match(E)opening,VIF,where applies. 2.05 4. Provide entry Lockset,butt hinges,door stop,and closer. y y E I SS AR LI N GTO N IC 01.01 See C2/A3 for information on toilet rooms. A3 � S. Provide lever office Lockset,butt hinges,and door stop. DEMOLITION FLOOR PLAN n�DEMOLITION CEILING PLAN SUITES F+H k rill 01.02 67jacent accessible le knee kn a spa;l0"allowed to overlap 1/8'=1'-0' adjacent accessible knee space. 6. Provide lever Latch,privacy lock with occupancy indicator,butt hinges,closer,and door stop. 01.04 30"x 48"ADA Clear space 7. Provide level passage set,butt hinges,and door stop.p g g p. 02.01 Remove partitions. 8. Storefront and door;match sizing,glazing,and finish to(E). - - - - - - - - - - 02.02 Remove casework and sink. F105 SIGN LEGEND&NOTES NA.6 BREAK CB 02.03 Replace doors non-holLow metal doors. - 19405 68th DR NE 08.01 F105 +9•-0" TE TO EXIT ARLINGTON,WA 98223 02.04 Remove overhead door. A3 EX EXIT PROJECT NUMBER: 25510 71 12.01 26.01 02.05 Remove(E)steps. C4 TO TOILET fl-ll__ 02.06 Remove portion of wall for reUtes. See note 4. NA.6 __L�J CA CA 1 02.07 Remove(E)ceiling and Lighting NOTES PERMIT SET 01.01- T 1.-0' i 'TOILET CC 03.01 Concrete landing,ramp and stairs. 1.ADA compliant signage to have background and lettering as 09.12.202 5 °O F104 8-4 L. 8-4 +9,-0" --- contrasting colors;tactile Letters,graphics,and braiLLe top layer. �26.01 _ _ _ � � REV. DATE ISSUE U SUITE F --- - N6.4 NA.B SUITE H - `� I 08.01 6'x 4'relite,head height to match doors 2. Include International Accessibility Symbol "' 01.04 01.02 03.01 \/ F103 08.02 4'x 4'relite,head height to match doors 3.Occupancy Signage to be mounted at 84'AFF with background TOILET NA6 and Lettering as contrasting colors. 2102 F303 4- 0 08.03 New storefront withing(E)opening. I � 09.02 +9�-p^ STORAGE rTOILET� iTOILET' STORAGE f 4. Indunation lGen e/Accessibility Symbol and appropriate F101 H105 H106 1116 -22.01 H101 09.01 Patch E ceiling;minimize panel sizes International Gender/Person Symbol. F1026 5.ALl signage mounted on glass to have a matching backpLate H105 T -- - - J 1 09.02 (E)Ceiling and Lighting(not shown)to remain mounted on reverse side of glass. 09.02 08.01-,. NA.6 12.01 TE 6.Signage lettering to be 3/8'MIN height on a contrasting REAK C5 12.01 Casework&sink background. - H104 H104 22.01 Drinking fountain,hi-LowADA accessible A3 - H103 --8.02 09.01F ACCESSIBLE SIGN LOCATION P - - - - OFFICE - - - - - - - - 22.02 (E)Drinking fountain to remain 0&02 P OFFICE H103 __ _ +9'-0. 26.01 Light fixture,see ceiling legend 9'MIN NA.6 @ BraiDe 09.02 26.03 (E)WaLL mounted,illuminated exit sign. ©2025 RED OAK ARCHITECTURE: 26.01 For use on this project only 08.02 NB 8 26.04 WaLL mounted,illuminated exit sign. a PRINCIPAL IN CHARGE: AM NAG _ ______ PROJECT ARCH,/MGR. AM `b v PROIECT SUP PORT: DM 08.02 ti r OPEN OFFICE 09.01� o o El REFERENCE: H102 Cg v 61` F102A _NORTH 0" '/f 1" 26.03 26.04 H102B - Sign to be adjacent to Latch side of door or Q H102A TE :. Q right side of double doors;18'MIN clear floor space where braille is present. 08.03 C3 03.01 ON 0 ON d A2 M _ _ _ _ _ _ _ PLANS AND C FLOOR PLAN ��. CEILING PLAN NOTES L 1 12 1 1 _L _L L J r T T T T FLOOR PLAN GENERAL NOTES 1. Dimensions are to grid line or face of stud,UON. ' OAK S 2. Provide blocking as necessary for all wall mounted plumbing rTI-IffECTURE 22'-9' fixtures,drinking fountains,grab bars,casework,mirrors,etc. 35'-0" 3. Patch and repair(E)surfaces to remain where(N)work interfaces. 4. Notify Architect of any conflicts between(E)conditions and drawings Prior to demoLi sh i ng items. - Q 5. No known hazardous materials exist.Notify Architect if any are discovered. 324 North �501- y - - - _ OlympicWashington 6. Demolition information is provided for information and reference360.502.7200 z '-03 O3 - only.General Contractor to verify(E)conditions. +05.01 7. See A3 for assembly types and details. _7, -25'-0"' - _ _ ry .a, E4 A2 KEYNOTES 10182 REGISTERED N - 1:12 SLOPE MAX. - - - - - ARCXITECT IB A2 E3 - - - O BI ry " i .".`' - - - - 01.05 4 'GaD"between guardrail and waitor adjacent guardrail - - -p5.03 03.01 Concrete landing,ramp and stairs. AARON WILLIAM.,c'ToALD STATE OF WAGXINGTON 05.03--\ - - 112 SLOPE MAX o Z. ON 03.02 Concrete cheek wall,see STRUC _ a 5.02 03.03 Steps to have 11"MIN equal treads;4"-7'equal risers. 5.01 05.01 42"Tall painted steel guardrail;pickets @ 4"O.C.MAX; 05. 412-TY1 05.02 bottom rail 3"CLR from pavement. 04 5'-4' S'-6" 21'-6" 5'-5" 05.02 1 1/2"CIA painted steel handrail @ 36'above pavement or stair nosing;welded connections to guardrail. C3 05.03 Extend handrail 12'MIN beyond top&bottom of ramp; A2 return to ground or guardrail. See Structural for more information 05.04 Extended handrail 12'MIN beyond top riser and 12"plus tread depth beyond bottom riser;return to ground or 071 RAMP ENLARGED PLAN guardrails. O�7 1/4.=1,_0. r 1 WEISS ARLINGTON 5 SUITES F+H 05.02 05.01� 19405 68th DR NE -_--- - ARLINGTON,WA 98223 ___--- --- PROJECT NUMBER: 25510 1 03.02 5.03 05.02 03.01 03.02 �� PERMIT SET f+n RAMP WEST ELEVATION U 1/4-1-0" 09.12.2025 L r -Di REV. DATE ISSUE Q Q 01.05� T 05.01 /-05.02 01.05 01.05 _ ____ 7,_1- 05.04 O5 01Y �03.01 ©2025 RED OAK ARCHITECTURE: For use on this project only 03.02 03.01 03.02 PRINCIPAL IN CHARGE: AM PROJECT ARCH,/MGR. AM C7 RAMP NORTH ELEVATION C A RAMP SOUTH ELEVATION PROJECT SUPPORT: DM E La7 1/4"=1'-0' 1/4'=1'-0" E REFERENCE: NORTH 0" 1/f 1" ENLARGED VIEWS AND DETAILS 3z L 1 1 12 1 1 L L L J r 8'max. 1 T i i T i I T T Mfr.'s wall moulding for Hangers to be#12 GA GALV soft- seismic installations. 6 �10'max annealed mild steel wire at 48'OC and Mfr.'s wall moulding for 39"-41' 1 MAX B"from end walls-attached w/(3) Hanger wires seismic installations. 12"MAX Wall type-per plan turns to ceiling suspension members Grab bars 1 1 AK and to 1/4'x 3'lag into BOT edge of rTI-IffECTURE Heavy duty wire support system structure above.Where wires are Lateral force bracings(4)No.12-GA 15/16'Suspension grid. Toilet paper dispenser per MFR recommendations splayed more than 1'per 6"out of\ wires,splayed at 90°from each other. 18" 45'typ. Slope at a MAX of 45°from the plane of Lay-in suspended 3/4"Clear Suspended ceiling grid per plans Plumb,provide counter sloping wires. ` the ceiling,connected to main runners ceiling the per plans. Ceiling joists t` within 2"of intersections with cross < Unistrut metal stud or'L' runners and located at a maximum ofit E compression strut at all splay 12'-0'in both directions and a Jl Jl J J 3 1/2'fiberglass insulation — wire locations maximum of 6'-0"from each wall. 4'MIN I` #6 stsm screw - - - Stabiliz -rut to keep perimeter w o (4)Tight turns typ. Avenue NOTES 42 MAX components from spreading apart Main tee Cross tee Angle per code.Attach per MFR v SECTION Toilet seat cover dispenser o 0 1. Install suspended ceilings360.502.7200 Rigidly attached tee and angle on per ASTM C635 and 636,and SECTION 5/8 GWB Soap dispenser - two adjacent sides.At other two 2'max typ.for mfr.'s instructions for seismic sides,bear tee on angle w/slip all brace wires installations.&detail 6'MAX Mirror connection only. 6'max CEILING ASSEMBLY r1 CEILING ASSEMBLY = CEILING ASSEMBLY Grab bar N 1 1"=1'-0" 1 11 =1'-0' 1 1/2"=1'-0' 36 a0a81 REGISTERED — ARCXITECT IB BI AARON WILLIAM Mac..MLP I6'-1S' 18"MIN STATE OF WASNINGTON 18 GA.metal studs @ 16'O.C. 18 GA.metal studs @ 16"O.C. • NA.6:6"studs to roof deck: • NA.6:6'studs Pa per towel dispenser 5/8"Gypsum wallboard, 5/8'Gypsum wallboard Insulating protection at drain both sides. pipe and hot water supply Batt insulation Hard,easily cleanable surface _ � o f f Coved base NOTES NOTES P '� NOTES 1. Match(E)at infiLL 1. Match(E)at infilL 8'AN 1. Mount all accessories @ PLAN conditions. PLAN conditions i 48'AFF MAX to controls. 2.Wall height to match(E) 2.Wall height to bottom of 11'MIN .0 2. See plans for other office walls ceiling ELEVATIONS dimensions and clearances. �INTERIOR WALL ASSEMBLY �,INTERIOR WALL ASSEMBLY TYP TOLIET ROOM 1 1/2"=1'-0" 1 112"=1'-0" 1/4'-1'-0" r Ti WEISS ARLINGTON 8'-0"VIP SUITES F+H MATCH SEE DOOR PLAM upper cabinets DOOR SCHD w/ADJ shelves Refridgerator PLAM countertop w/4"backsplash 19405 68th DR NE Sink,ADA side-approach ARLINGTON,WA 98223 o --- --- -- -------\3 PROJECT NUMBER: 25510 PLAM base cabinets w/ADJ shelves where shown 4 EQ=6'-3" Rubber base 5 EQ=8'-O' Provide safety glazing PERMIT SET STOREFRONT ��BREAK F05 �c BREAK H04 09.12.2025 1/4"=1'-0' LV� 3/8"=1'-0' LV J 3/8.=1.0.. REV. DATE ISSUE @ 2025 RED OAK ARCHITECTURE: For use on this project only PRINCIPAL IN CHARGE: AM PROJECT ARCH,/MGR. AM PROJECT SUPPORT: DM IE EI REFERENCE: NORTH 0" 1/i 1" ENLARGED VIEWS AND DETAILS 3z L 1 1 12 1 1 L L Al 1 1 12 1 13 1 1 4 1 1 15 1 1 A `•i GENERAL NOTE EPDXY DOWELS 22'-10" 15'-0" CODE: INTERNATIONAL BUILDING CODE--2021 EDITION EPDXY SHALL BE HILTI"HIT-RE 500 V3"FROM HILH US. ANCHORING ADHESIVE SHALL BE A ALL ASTM'S CALLED OUT ARE TO BE THE LATEST EDITION TWO-COMPONENT HIGH-SOLIDS EPDXY-BASED SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD 7'-2" 25'-0' CARTRIDGE AND DISPENSED THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. rE , , LIVE LOADS THE ADHESIVE ANCHOR SHALL HAVE BEEN TESTED AND QUALIFIED FOR PERFORMANCE IN CRACKED (EI BUILDING BUILDING RISK CATEGORY II(IBC TABLE 1604.5) AND UNCRACKED CONCRETE PER ESR-3814. GRAVITY LOADS: AK DOWELS SHALL BE DEFORMED BAR PER"REINFORCING STEEL"NOTE ABOVE. PROVIDE SIZE AND EMBEDMENT AS SPECIFIED ON PLANS AND DETAILS. DOWELS SHALL BE INSTALLED PER HILTI'S SNOW.............. GROUND SNOW LOAD Pg=36 psf INSTRUCTIONS FOR HIT-RE 500 V3 ADHESIVE. VERIFY MANUFACTURER'S DATE OF EXPIRATION ON Q .............. FLAT ROOF SNOW LOAD Pf=25 psf EPDXY PRIOR TO USE. .3'•11 3/4" f •3'-11 3/4"j .............. SNOW EXPOSURE FACTOR Ce=1.0 IL .............. SNOW IMPORTANCE FACTOR Is=1.0 EPDXY ANCHORS z .............. THERMAL FACTOR Ct=1.0 EPDXY SHALL BE HILTI"HIT-RE 500-V3"FROM HILTI US.ANCHORING ADHESIVE SHALL BE A T-6'CONT FTG 2'-6'CONT FTG o FLOOR''''''''''''' 100 PSF TWO-COMPONENT HIGH-SOLIDS EPDXY-BASED SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD - CARTRIDGE AND DISPENSED THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. 10 LATERAL LOADS: THE ADHESIVE ANCHOR SHALL HAVE BEEN TESTED AND QUALIFIED FOR PERFORMANCE IN CRACKED 324 North Olympic - - 111 WIND.............. Vult=110 MPH Vosd=85 MPH AND UNCRACKED CONCRETE PER IOC-ES-ESR-3814.ANCHORS SHALL BE THREADED ROD Arlington,Washington 98223 8'GLP CONC -- --------------------------- --------- ---------- --------� ............. EXPOSURE"B" Kzt=1.00 CONFORMING TO ASTM A36. PROVIDE DIAMETER AND EMBEDMENT AS SPECIFIED ON PLANS AND WALL TYP U.N.O SEISMIC 0.502.7200 ... .........SITE CLASS"D" DETAILS. ANCHORS SHALL BE INSTALLED PER HILTI'S INSTRUCTIONS FOR HIT-RE 500-V3 ' SEISMIC DESIGN CATEGORY"D" EPDXY-TIE ADHESIVE. VERIFY MANUFACTURER'S DATE OF EXPIRATION ON EPDXY PRIOR TO USE. - 0 ___j_________---________ -, IMPORTANCE FACTOR Ie=1.0 WEDGE-BOLT ANCHORS Ss-1.200g Sr-0.424g - - WEDGE-BOLT ANCHORS SHALL BE TRUBOUT WEDGE ANCHORS OR APPROVED EQUAL AND SHALL BE o 8'C.LP CONC FA=1.020 Fv=1.567 IMPERIAL-SIZED STEEL THREADED STUD WITH AN INTEGRAL CONE EXPANDER AND A _____________________ _� WALL TYP U.N.O. S.=0.816g Sm=0.446g THREE-SEGMENT EXPANSION CLIP. THE STUD SHALL BE MANUFACTURED FROM CARBON STEEL AND R=5(SPECIAL REINFORCED CONCRETE SHEARWALLS) THE EXPANSION CLIP SHALL HAVE TWO UNDERCUTTING EMBOSSMENTS PER SEGMENT AND BE FOUNDATION MANUFACTURED FROM 316 STAINLESS STEEL. THE ANCHOR SHALL HAVE BEEN TESTED AND 2'-0'CONT FTG FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: QUALIFIED FOR PERFORMANCE IN CRACKED CONCRETE PER ACI 355.2 AND ICC-ES AC 193. - - ANCHORS SHALL BE TRUBOLT RED HEAD TYPE ANCHORS OR APPROVED EQUAL AND SHALL BE m a o FOOTING BEARING PRESSURE:.... 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED INSTALLED FOLLOWING MANUFACTURER'S INSTRUCTIONS. DRILLED HOLES SHALL BE SIZED FOR 'v STRUCTURAL FILL(33%INCREASE FOR WIND OR SEISMIC) DIAMETER AND DEPTH PER MANUFACTURER'S SPECIFICATIONS AND SHALL BE SPECIAL INSPECTED z J LATERAL EARTH PRESSURE: ..... 35 PCF EQUIVALENT FLUID PRESSURE(ACTIVE) FOR HOLE SIZE AND DEPTH PRIOR TO ANCHOR INSTALLATION. IF ANCHORS ARE INSTALLED Re ENGINEERING .... 250 PCF EQUIVALENT FLUID PRESSURE(PASSIVE) WITHOUT INSPECTION,EACH ANCHOR SHALL BE TORQUE TESTED TO MANUFACTURER'S FOOT/POUND 1n COEFFICIENT OF FRICTION: ..... 0.35 SPECIFICATIONS BASED ON DIAMETER OF ANCHOR. TORQUE TESTING OF ANCHORS WILL BE REQUIRED TO BE DONE BY A SPECIAL INSPECTION AGENCY APPROVED BY THE ENGINEER OF B&T DESIGN&ENGINEERING,INC. B 9 `"' o ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1'-6'BELOW FINISH GRADE. SLABS AND s z RECORD AND THE BUILDING DEPARTMENT PRIOR TO TESTING. P.O.BOX 595 C/51.1 a 0 GENERAL CONTRACTOR TO FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95%MAXIMUM ISSAQUAH,WA 98027 D/57.1 °- CONFIRM FINISHED GRADE @ DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE POSITIVE PERMANENT DRAINAGE SHOP DRAWINGS 2'-0'CONT FTG 2'-0' 0 a OF BUILDING PERIMETER. SUBMIT THREE SETS OF SHOP DRAWINGS TO THE ENGINEER AND ONE SET TO THE BUILDING (425)557-0779(PHONE) CONT FTG 0 - LANDING SLAB OR ASPHALT DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FOR: 4'-O'MIN o �� LEVEL @ BOTTOM OF RAMP TO CONCRETE REINFORCING STEEL,MISC.&STRUCTURAL STEEL 0o a fc-3000 psi FOR RETAINING WALLS,FOOTINGS&SLABS ON GRADE 3 CONFIRM ADA RAMP COMPLIANCE P SPECIAL INSPECTIONS FEss oN 5'-4' S'-0"MIN z7'-6- 6'-0' ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND S INSPECTIONS ARE TO BE PER IBC CHAPTER 17,SECTIONS 1704 AND 1705 AND ARE TO BE BY AN ■ E. SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. O PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE INDEPENDENT TESTING LAB AND APPROVED BY THE OWNER AND BUILDING DEPARTMENT AND MIX WITH 5"MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE ENGAGED BY AND PAID FOR BY THE OWNER PRIOR TO STARTING CONSTRUCTION. SPECIAL Cq A D A RAMP FOUNDATION PLAN 1/4"•1•-0• SURFACE WATER. FOR ADMIXTURES,SEE SPECIFICATIONS. 1/2"CHAMFER ALL EXPOSED EDGES, pSSOCIATI0NNSPECTION AGENCIES BUILDING OFFICIALS(WABO)BE REGISTERED WITH THE WASHINGTOU Exp.3 1 27 UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3%TO 6%AIR BY VOLUME. FOUNDATION: INSPECT FOOTINGS AND EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT TO CIVIU MINIMUM BAR LAPS FOR REINFORCING STEEL - REINFORCING SIM INSURE MATERIAL IS DRY AND DENSE. OF CALIE ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM All GRADE 60(fy=60,000 CONCRETE STRENGTH:SEE BELOW psi)EXCEPT ALL 14 SLAB DOWELS SHALL BE GRADE 40(fy=40,000 psi). LAP CONTINUOUS CONCRETE: TAKE CONCRETE CYLINDERS PER IBC SECTION 1705.3. VERIFY MIX DESIGN AND (CLASS B SPLICE-STAGGER SPLICES( TYP.HORIZ.REINF. REINFORCING BARS 30 BAR DIAMETERS,1'-7"MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS SLUMPS. LAP LENGTH LAP LENGTH (1'-7"BEND)WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN ACCORDANCE SIZE SIZE PROVIDE(2)#5 BARS ALL WITH"ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. 3000 PSI 4000 PSI 3000 PSI 4000 PSI OR LESS OR LESS SIDES OF OPN'G EXTEND WELDED WIRE FABRIC(WWF)TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY CHECK FOR REQUIRED COVER,SIZE AND GRADE. WEISS ARLINGTON BARS 2'-0"MIN BEYOND}9 24" 24" #7 63" 54" FACE OF OPN'G U.N.O. WITH STANDARD ACI HOOKS. WELDING: INSPECT ALL FIELD MELDING. VERIFY CERTIFICATION OF WELDERS. ' UNLESS NOTED OTHERWISE,COVER TO MAIN REINFORCEMENT TO BE: CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT SUITES F+H #4 20" 25" #8 72" 62" CONCRETE CAST AGAINST& MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS END OF CONCRETE WALL (1)#4 NOSER BAR PERMANENTLY EXPOSED TO EARTH....... 3 INCHES NOT MEETING SPECS. #5 38" 31" #0 81" 80" CONCRETE EXPOSED TO EARTH OR WEATHER..1 1/2 INCHES(@5 BARS&SMALLER) BARS MAY BE BENT .2 EPDXY ANCHOR: SPECIAL INSPECTION IS REWIRED. NOTE: CONTINUOUS ... #8 49" 38" #10 00" 77• • TO REPLACE BARS • CONCRETE NOT EXPOSED TO HEATHER INCHES(/6 THRU#18 BARS) " TYP WALL OR W/STD HOOK OR OR IN CONTACT WITH GROUND..........3/4 INCHES(#11 BAR&SMALLER) WEDGE ANCHOR: SPECIAL INSPECTION IS REWIRED. MINIMUM BAR SPACING(INCLUDING LAPS):2"CLR OR 1 1/2"X BAR DIAMETER FTG REINF LAPPED BARS ......... 1 1/2 INCHES(114&118 BARS) SPECIAL CONDITIONS 1.5 X LAP EQUALS 150X LAP LENGTH REQUIRED MISCELLANEOUS STEEL PLATES CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDITIONS LAP PER A/59.3 TYP ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN >a •" MISCELLANEOUS STEEL PLATES SHALL CONFORM TO ASTM A36(fy=36,000 PSI). WADS NOT WHICH ARE DISCOVERED DURING CONSTRUCTION. SOME DETAILS WERE BASED UPON ASSUMED A STANDARD 00 OR 180 HOOK UNLESS DETAILED OTHERWISE STANDARD HOOK II—_I SPECIFIED SHALL BE 1/4"CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED CONDITIONS SINCE THEY HERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY 6 CIA OR a PER DTL A/53.3 a '111- " WELDERS--USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.C. DISCREPANCIES BETWEEN OUR DETAILS AND ACTUAL CONDITIONS SHOULD BE CALLED TO OUR C 4"MIN — APPROVED EQUAL NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTED ATTENTION PRIOR TO CONTINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN C 19405 68TH DR NE -Ili " OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS ��MIV51 a .a l HAVE MINIMUM EMBEDMENT PER IBC 2021 DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO ARLINGTON,WA 98223 CIA II�IIa - STRUCTURAL S1EL1INSTALLATION. PROJECTNUMBER: 25071 0 II }4 0 12"o.c. ALL WORK IN ACCORDANCE WITH"AISC SPECIFICATION FOR THE DESIGN,FABRICATION AND 1OKm 45° IIVII EA.WAYERECTION OF STRUCTURAL STEEL FOR BUILDINGS",AND THE"CODE OF STANDARD PRACTICE". HOOKS 000 ,� PROVIDE WALL STRUCTURAL STEEL BEAMS CONFORMS WITH........ASTM A992(Fy=50,000 PSI) 8 DIA OR HOOKS BEND AROUND REINF CHAIRS 0 4"MIN PINS(2"0 MIN) 36"o.c.EA WAY TUBE COLUMNS CONFORM WITH............... ASTM A500 GRADE B(Fy=46,000 PSI) PERMIT SET UP TO#4 BARS CORNER INTERSECTION PIPE COLUMNS CONFORM WITH............... ASTM A501(Fy=36,000 PSI) 09.12.2025 STANDARD HOOKS & BENDS STIRRUPS & TIES REINFORCING REINFORCING STEEL CHANNEL BEAMS CONFORM WITH...........ASTM A36(Fy=36,000 PSI) MISC STEEL PLATES CONFORM WITH.............ASTM A36(Fy=36,000 PSI) REV. DATE ISSUE LAP 2 MIN FOR STEEL PLATES AT MOMENT FRAMES CONFORM WITH....ASTM A572(Fy=50,000 PSI) STEP FTG PLAN VIEW @ CONC. WALLS WELDHEAD STUDS CONFORM WITH......... .....ASIM A108(Fy=46,000 PSI) 6 1 45° 11 MAX BOLTS(WOOD TO STEEL)CONFORM WITH..........ASTM A307 MAX B C O N C R E T E WALL DETAILS SECTION BOLTS(STEEL TO STEEL)CONFORM WITH..........ASTM A325N WIRE TOGETHER FOR BIAS 6 SLABS UNO 51.1 3/4"•T-O" 51,1 3/4"•1'-0" PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER IBC. ALL WELDING TO CONFORM WITH 0 EA END AWS CIA"CODE FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE COLUMN BAR OFFSET SPLICE BENT BARS 1/4"CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. A TYP. REINFORCING DETAILS NOTE:BOLTS ARE NOT AN EQUAL SUBSTITUTE FOR WELDHEAD STUDS $1.1 3/4".T-0" 1 1/2" 1 1/2"0 ISCHED 801 TOP RAIL GENERAL NOTES N6" 1 1/41 ISCHED 401 1 1/4" 1 1/4" CONTINUOUS HANDRAIL 121#4 CONT TOP 1/2"#SOLID BENT BAR OOO 1 1/2"e ISCHED 801 VERTS BASE PLATE DETAIL "cl 0 4'20"o.c.MAX. (DRILL&EPDXY( 'D z 3/41 ISCHED 40)VERT (EMBED 41 0 4 1/2"o.c.MAX D 9/16 X 3 X O'-6"PLATE W/121 3/8"0 X 4"WEDGE 1(1 ffl—f-(1 ffl f-(1—ff1 f-(1 ffl f-(1—ff1 f-(1 ffl f-(1—ff1 f-(1—ff1 f-(1— ©2025 RED OAK ARCHITECTURE: BOLTS PER DETAIL"e" I III-11I„ „T III„ —1I I;T I11T-1I I„ I1-�-1I For use on this project onty •'o_ RAMP SLAB ON GRADE 8 PROTECT ARCH./PRINCIPAL IN CHARGE:AM 'O f- PROJECT SUPPORT:NH IF)BLDG WALL REFERENCE: III—I I—III—I I—III—I I—III—III—III #4V 0 12"o.c. _ X 2'-6"0 18"o.c. (DRILL d EPDXY) (III III=III=III=III=III-III- 8"C.I.P.CONC LANDING NORTH (D D (EMBED 4") WALL.TYP B 12"MIN OF 4"RAMP SLAB ON FREE DRAININ FIN GRADE GRADE W/#4 0 18"o.c. • MATERIAL EA WAY D #4H 0 12"o.c. D illlliiilll -III III III-111iiiIIl l #4nL012-0... IALT HOOKS) IE)FOUNDATION N z -TI Tf—�—ITi PAR ARCH r N m M D > - -1TI=l 131 i4 CONT J -1T1 III III J r it l ITT-III III-I L= =Ill III -III ITT-1 ADA RAMP -11I III — c1 13)#4 CONT PLAN & DETAILS PER PLAN BOTTOM PER PLAN PER PLAN BOTTOM — SECTION Fir Submittal Data Sheet Daikin AURORA 2.0-Ton, 3-Port Heat Pump, Ductless ODU 3MXL24WMVJU9 FEATURES 8 3 Zone enhanced Capacity Multi-Zone Night Quiet Mode Automatic Defrost Quick Warming Function Automatic Defrosting Priority Room Setting Cool/Heat mode lock Self Diagnosis Wiring error check function Anti-corrosion treatment of outdoor heat exchanger BENEFITS • 12 Year limited parts warranty with online registration • PAM control Energy efficient operation Quiet outdoor unit operation Unit perfroms self diagnosis and indicates using LED lights Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data w—daikinac.com—daikincomfort—m (Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:28 AM Page 1 of 4 Pr Submittal Data Sheet Daikin AURORA 2.0-Ton, 3-Port Heat Pump, Ductless ODU 3MXL24WMVJU9 7EFFICIENCY��V " PERFORMANCE SEER2 EER2 HSPF2 COP COOLING: HEATING: Non-Ducted: 18.00 11.70 9.70 4.40 Rated(Btu/hr): 24,000 Rated(Btu/hr): 24,000 Ducted: 14.90 8.50 7.80 3.00 Operating 14°F-115°F Operating -13°F-60oF Range: Range: Mixed: 16.45 10.10 8.75 3.70 Rated Cooling Conditions: Rated Heating Conditions: Indoor(°F DB/DB):80/67 Indoor(°F DB/WB):70/60 Ambient(°F DB/WB):95/75 Ambient(°F DB/WB):47/43 ELECTRICAL Power Supply(V/Hz/Ph): 230 Max.System Piping Length: Gas Conn. 3/8 "See Engineering Manuals for other voltages. "208-230/60/1 (feet): (inch): System MCA: 20.1 Max.Interunit Piping 230 Liquid Conn. 1/4 (Min.circuit amps) Length:(feet): (inch): System MFA: Max.Height Difference Drain Conn. (Max.fuse amps) 25.0 IDU to ODU(feet): 49.25 (inch): 5/8 Compressor RLA: 17.5 Max.Height Difference 82 (Rated load amps) IDU to IDU(feet): Outdoor fan motor FLA: 0.3 Refrigerant Pre-Charged 131.2 (Full load amps) Pipe Length(ft): Outdoor fan motor W: 89.0 (Rated output watts) SPECIFICATIONS Compressor Type: Swing Compressor Stage: Inverter Refrigerant Type: Refrigerant Oil: PVE(FVC50K) Factory Charge(Lbs): 6.17 Additional Refrigerant Charge 0.21 (Ozs/ft): COOLING-Airflow Rate(cfm): HEATING-Airflow Rate(cfm): High: 2,094 High: 2,094 Med: 2,094 Med: 1,979 Low: 1,979 Low: 1,118 Sound Level(dBA): 52 Sound Level(dBA): 54 Dimensions(HxWxD)(in): 28-15/16 x 34-1/4 x 12-5/8 Net Weight(lb): 143 Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data w—daikina—m—daikin.rnfort.c (Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:28 AM Page 2 of 4 Pr Submittal Data Sheet Daikin AURORA 2.0-Ton, 3-Port Heat Pump, Ductless ODU 3MXL24WMVJU9 DIMENSIONAL DRAWING 3MXL240MVJU HANDLE 9/16(14) 34-1/4(870) 3-9/16(90) ELECTRIC WIRE INTAKE 1/� 12-5/8(320) 1-3116(30) INTERCONNECTING PIPING OUTDOOR AIR THERMISTOR BRAND NAME PLATE 0 MANUFACTURER'SR(14 STOP VALVE COVER LABEL m m in m N ` N 4-HOLES FOR FOUNDATION BOLTS m r5/16 OR3/8(M8ORM10 23-5/8(600) 4-15/16(125) 3-1/16(78) I- i7/16(11)m ,B (INSTALLATION LEG PITCH) .A 14-1/2(368) MINIMUM SPACE FOR AIR PASSAGE <ROOM A> WALL HEIGHT ON AIR OUTLET SIDE=LESS THAN 47-1/4(1200) 666dda GAS PIPE i (03/8(09.5)SINGLE UNION) Q 20-11/16(525) LIQUID PIPE .A DRAIN OUTLET (0114($6.4)SINGLE UNION) c (I.D 05/8(015.9)HOSE FOR CONNECTION GAS PIPE' m WITH DRAIN JOINT) a v (01/2(012.7)SINGLE UNION) 'A,'B DRAIN OUTLET LIQUID PIPE 1-15/16(50) m 1-15/16(50) WHEN CONDUCTING CONCENTRATED (01/4(06.4)SINGLE UNION) m DRAIN PIPING WORK,ATTACH THE 0 ROOM C> SUPPLIED DRAIN CAPS. 00 GAS PIPE 4-GROUND TERMINALS 0 (01/2(012.7)SINGLE UNION) LIQUID PIPE (06.4)SINGLE UNION) g a � o Kill I I— c m A LIQUID 4 m 84 0 1-15/16(50)GAS p9 &9/66 O` �i N m N LE SERVICE PORT LIQUID STOP VALVE UNIT:inch(mm)' GAS STOP VALVE 3DO93198A IN CASE OF REMOVING STOP VALVE 1-11/16(43) 11/16(18) COVER AND TERMINAL STRIP COVER Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data —daikinac.com—daikincomfort.— (Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:28 AM Page 3 of 4 Or Submittal Data Sheet Daikin AURORA 2.0-Ton, 3-Port Heat Pump, Ductless ODU 3MXL24WMVJU9 ACCESSORIES PART DESCRIPTION INCLUDED NUMBER DACA-WB-3 Powder-Coated Wall-Mounted Bracket No KEH063A4EA Bml LRg Drain Pan Heater Rev No KKG063A42 Back protection wire net No KKG063A43 Side protection wire net(18&24) No KPS063A41 Snow hood(intake side plate)(15,18&24) No KPS063A44 Snow hood(intake rear plate)(15,18&24) No KPS063A47 Snow hood(outlet)(15,18&24) No KPW063B4 Air direction adjustment grille No RAQAHLGD1 Rear Coil Guard BML No Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data —daikinac.com—daikincomfort.com (Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:28 AM Page 4 of 4 COMMERCIAL MECHANICAL APPLICATION Community&Economic Development 40 City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone (360) 403-3551 This application is for new, addition,altered or replaced mechanical installation and new or altered gas piping and must be accompanied by ELECTRONIC CONSTRUCTION DRAWINGS and CUT SHEETS and/or information outlined in the MECHANICAL SUBMITTAL REQUIREMENTS,if applicable. Type of Permit: X New Installation ❑ Addition ❑ Alteration ❑ Replaced ❑ Gas Piping Type 1 and Type 11 Hood Systems required submittal of the Commercial Mechanical Addenda Property Address: 19405 68th Dr. NE Arlington WA 98223 project Valuation: 27,000.00 Lot#:STE. F&H parcel ID No.: Preferred Contact: O Owner X Contractor Installing a 2 ton Mini Split Heat Pump with(3)indoor cassette style heat exchangers as well as a Panasonic 100 ERV in new office Project Description: build out.Also installing(2)bath fans Owner Name: Weiss Company Office No.: 206-999-0684 Email Address: eric@weisscollc.com Cell No.: SA Mailing Address: 3023 80th Ave SE city: MI State: WA Zip: 98040 Contractor Name: Five Star Mechanical Office No.: 253-852-8284 Email Address: Kail@fivestarmech.com Cell No.: 425-737-1432 Mailing Address: 7509 Grange St. City: Lakewood State: WA zip: 98499 L&I Contractor License Number: FIVESM*01 OJT Expiration Date: 5-2-26 • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS, Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 3 O Not Applicable 71 CSST 0 Brass 0 Other Proposed Piping Material: O Black Steel 0 Galvanized Steel Proposed Piping Size: 0 1/2" 0 s/s" 0 3/4" O 1" 0 11/2" 0 2" Inlet Pressure: Pressure Drop: Specific Gravity: I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above descri d property will be in accordance with the laws, rules and regulation of the State of Washington. Kail Amsbaugh 1/2/2026 Signature Print Name Date REV03.2022 Pagel of 3 MECHANICAL 1T FEES (per unit) Type of Fixture No.of Units Cast per Unit Subtotal Additional Plan Review fees x $ 7S.00 = $ Air Conditioning Unit:5 100 Btu h x $ 15.00 = $ Air Conditioning Unit> 100 Btu h x $ 25.00 = $ Air Conditioning Unit> 500 Btu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu/h>3hp x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>100Btu h 3-15hp x $ 15.00 = $ Boiler>500Btu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x $ 25.00 = $ Commercial Hoods-Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust Ventilation Fans 2 x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat<_100 Btu h x $ 15.00 = $ Forced Air Heat>100 Btu h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired Air Conditioning Unit<_ 100 Btu h x $ 15.00 = $ Gas Fired Air Conditioning Unit> 100 Btu h x $25.00 = $ Gas Fired Air Conditioning Unit> 500 Btu/hp x $50.00 = $ Gas Pi in <_ 5 units x $ 15.00 = $ Gas Piping for each additional unit > 5 x $ 2.00 = $ Heat Exchangers 3 x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance-regulated by 1 x $ 15.00 = $ mechanical code,not otherwise specified Package Units:5 100 Btu > 100 Btu x $25.00 $50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit 5100Btu h x $ 15.00 = $ Refrigeration Unit>100Btu h x $ 25.00 = $ Refrigeration Unit>500Btu h x $ 50.00 = $ Re-inspection fee all x $ 75.00 = $ Unit Heaters 5100 Btu h x $ 15.00 = $ Unit Heaters>100 Btu h x $ 25.00 = $ Variable Air Volume Boxes (part of Air x $ 10.00 = $ Conditioning System) Wall Heaters- Gas Fired x $25.00 = $ Water Heater- Gas Fired x $25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ REV2.2024 Page 2 of 3 PRESSURESCHEMATIC COMPLETE FOR GAS PIPING ONLY SCHEMATIC IS TO SCALE C3 SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated REV2.2024 Page 3 of 3 Pr Submittal Data Sheet VISTA 0.75 Ton 2 X 2 Ceiling Cassette FFQ09W2VJU9 FEATURES • 12 Year limited registered Warranty BENEFITS • Stylish indoor panels • Quiet operation _ :F NOTES • One Controller and one decor panel required. Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data —daikinac.com—daikincomfort—m (Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:32 AM Page 1 of 5 Pr Submittal Data Sheet VISTA 0.75 Ton 2 X 2 Ceiling Cassette FFQ09W2VJU9 ELECTRICAL Power Supply(V/Hz/Ph): Gas Connection: *See Engineering Manuals for other voltages. '208-230/60/1 (inch) 3/8 Running Current(A): Liquid Connection: 1/4 (Rated amps) (inch) Power Consumption(W): Drain Connection: 1-1/32 (Rated watts) (inch) SPECIFICATIONS COOLING-Airflow Rate(cfm): COOLING-Sound Level(dBA): HEATING-Airflow Rate(cfm): HEATING-Sound Level(dBA): High: 378 High: 38 High: 399 High: 38 Med: 339 Med: 35 Med: 357 Med: 35 Low: 268 Low: 29 Low: 282 Low: 29 SuperLow: SuperLow: SuperLow: SuperLow: Dimensions(HxWxD)(in): 10-1/4 x 22-5/8 x 22-5/8 Net Weight(lb): 36 Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data —daikina—m—daikin.rrfort—m (Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:32 AM Page 2 of 5 0' DA/K/N Submittal Data Sheet VISTA 0.75 Ton 2 X 2 Ceiling Cassette FFQ09W2VJU9 DIMENSIONAL DRAWING FFQ09/12/15/18W2VJU8 with BYFQ60C3W2W (Decoration Panel) DECORATION PANEL UNIT Snchimm) BYF06OC3W2W I FRESH MATE 1119.5 24-Tns szo 1 DRAIN HOSE(ACCESSORY) 23-1/16-23-7/16(585�-595) 8-3/ 223 LD-01(25)(OUTLET) (CEILING OPENING) 3-1/2 BIG) PIPE CONNECTION y II-13/16(300)OR LESS 11533',(SUSPENSION BOLT PITCH SDE 12-5/8(320) ASOUT..' :""""""""""" INSPECTION OPENINGAIR OUTLET 17-11/16x 17-11/18450■450 OR MORE �SUCTION GRILL OR AIR INTAKE DRAIN CONNECTION __ "—"—" "—"— CT CONNECTION) SIDE + B ARROW VIEW REMOTE CONTROL CODE AARROW VIEW TD2 I ^� AND CONTROL MRING •REOUIRED SPACE CONNECTION 600500)OR MORE 12-5/ 320 60(1500) 7/8(221 22-5/B IS75: 7/8 c221 ITi-,8(345) 80(1500) OR OUpE 39 'F F DRAIN PIPE LIQUID PIPE 23-1/415901 OR MM CONNECTION CONNECTION g 11P20 m RE (OD.m 1-1/32(26)) CONNE95 CTION) fy' 60(1500)OR MORE kE C ARROW VIEW e�y I 7-11/10(196) GAS PIPE 8.h MEN THE AIR OUTLET IS CLOSED. Ar CONNECTION 17/ 1 ) 22-5/Bf5751 7/81221 THE REWIRED SPACE IS 7-7/8(200)OR WORE. CONNECTION) i RE 2-1/21531 I 1 _ II I I POWER SUPPLY �+ CONNECTION SUSPEIISIUM BOLT 6-3/ 172) 1 -5/18121 i NOTE) I.STICKING LOCATION FOR MAN)FACTUAE'S LABEL " 3 8 110)OR LESS 3 8 1101 OR LESS MANUFACTURE'S LADEL FOR INDOOR UNIT ON THE BELL MOUTH INSIDE SUCTION GRILLE NOTE)4. g MANUFACTURE'S LABEL FOR DECORATION PANEL:UM THE INTER FRAME INSIDE SUCTION GRILLE = 2.IN CASE OF USING WIRELESS REMOTE OONTROLLER.THIS POSITION MILL BE A SIGNAL RECEIVER. $�¢ s REFER TO THE WANING OF WIRELESS REMOTE CONTROLLER IN DETAIL. 4 �i5 MWFL AA AB 3.NSE IMDDUCTED�TNNTOTTUMHE CCI HUMIDITY EIILING OR THENUNIT COM NES 2 CEILING 244 HOW OPERATIED 86* ON.AN ADDI AND RH 8TIONAL OR TNE FRESH AIR _ FF009W2VJUB 1/4(8.4) 3/8(9.5) INSULATION(THICKNESS 3/8(10)OR MORE(E MASSNOOL OR POLYETHYLENE FORM) IS REWIRED $ FF01212VJU8 4,THOUGH THE INSTALLATION IS ACCEPTABLE UP TO MAXIMUM OF 23-7/16(595)SQUARE CEILING OPENING FF015N2YJU8 1/2(12.7) KEEP THE CLEARANCE OF 3/800)OR LESS BETWEEN THE MAIN UNIT AND THE CEILING OPENING SO THAT THE PANEL OVERLAP ALLOWANCE CAN BE ENSURED. / FF018W2VJU8 Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data w—daikinac.com—daikin fort.com (Daikin's products are subject to Continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:32 AM Page 3 of 5 0' DA/K/N Submittal Data Sheet VISTA 0.75 Ton 2 X 2 Ceiling Cassette FFQ09W2VJU9 ACCESSORIES PART DESCRIPTION INCLUDED NUMBER AZAI6WSCDKA DKN Cloud Wi-Fi Adaptor(P1 P2) No AZAI6WSPDKC DKN Plus Interface No BDBHQ44C60 AIR DISCHARGE CEALING MEMBER No BRC082A41 W IR Controller No BRC082A42S IR Controller For BYFQ60C2W1 S No BRC082A42W IR Controller For BYFQ60C2W1 W No BRC1 E73 Navigation Remote Controller 111(73) No BRC1 H71 W Madoka Remote Controller No BRYQ60A2S Sensor kit Silver No BRYQ60A2W Sensor kit White No BYFQ60B3W1 Decoration Panel No BYFQ60C2W1S Decoration panel Silver No BYFQ60C2W1W Decoration panel White No DACA-CP1-1 Mini Aqua Condensate Pump No DACA-CP2-1 Maxi Orange Condensate Pump No DACA-CP3-1 Si-30 Condensate Pump No DCS301C71 Unified On/Off Controller No DCS302C71 Centralized Controller No DST301 BA61 Schedule Timer No DTST-ONE-ADA-A Daikin One+Smart Thermostat for VRV,SkyAir,Single-and Multi-Zone System No KAF441C60 Replacement Long Life Filter No KDBQ44BA60A PANELSPACER No KDDQ44XA60 Fresh Air Intake Kit(Duct Flange) No KRCS01-4B Remote Sensor Kit,(FBQ,FCQ,FTQ,FXFQ,FXMQ,FXTQ) No Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data —daikinaacom—dail,mcomfort.com (Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:32 AM Page 4 of 5 Or Submittal Data Sheet VISTA 0.75 Ton 2 X 2 Ceiling Cassette FFQ09W2VJU9 ACCESSORIES PART DESCRIPTION INCLUDED NUMBER KRP1 BB101 Adaptor PCB Installation Box No KRP1 C75 Wiring Adapter PCB No KRP4A74 Group Control Adaptor PCB(Installation box for adaptor PCB"KRP1 BB101"is No necessary) Daikin North America LLC,19001 Kermier Rd,Waller,TX 77484 Daikin City Generated Submittal Data —daikinac.com—daikincomfort.com (Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without incurring any obligations) Submittal Date:3/17/2024 5:34:32 AM Page 5 of 5 !nA=== �loq eTM FV-10VE2 - _ i O Energy Recovery Ventilator Temperate Climate ERV Specification Submittal Data / Panasonic ERV Four 4"or 6"ducts Description Architectural Specifications: ra• Ceiling or wall mount Cold Climate Energy ERV shall be ceiling or wall mount type with 9 o. Recovery Ventilator(ERV)provides a tempered built-in speed selectors for both Supply and air supply,humidity control,and a balanced Exhaust air.Select from 50/60/70/80/90/100 amount of exhaust to help maintain balanced, CFM.ERV shall have 100 Net CFM on the positive or negative pressure throughout the exhaust ports and 100 Net CFM on the supply home.The Panasonic Intelli-Balance ERV is ports as tested in accordance with HVI 915 and engineered for use in any North America 916 standards at 0.1 static pressure in inches climate zone.Version 2 includes new Hi/Lo water gauge.ERV shall have 100 Net CFM on Occupant Controlled Boost Capability.Built-in the exhaust ports and Net 100 CFM on the ASHRAE 62.2 Timing function helps ensure supply ports at 0.4"w.g.static pressure.ERV code compliance. shall have Hi/Lo Speed Occupant Controlled Motor/Blower: Boost Capability.Power consumption shall be •ERV shall have HVLo Speed Occupant no greater than 81 watts at 0.1"w.g.and 100 Controlled Boost Capability watts at 0.4"w.g.static pressure.Apparent Sensible Effectiveness for heating shall be no •Two(2)enclosed DC brushless motors rated less than 84%at 53 CFM net air flow under FV-1 OVE2 for continuous run. 32°F(0°C)as tested in accordance with •ERV Supply and Exhaust ventilation rates CSA-C439.Total Recovery Efficiency for cooling shall be manually adjustable for 50-60-70-80- shall be no less than 60%at 49 CFM net air flow 90-100 CFM. under 95°F(35°C).The supply port damper shall • •Power rating shall be 120 volts and 60 Hz. close when outdoor temperatures are<14°F •Motor equipped with thermal cut-off fuse (-10°C)to prevent freezing of the core.The(2) - D motors shall be totally enclosed DC brushless control. motors rated for continuous run.DC motor •Removable,permanently lubricated,plug—in speed shall automatically increase when the fan , motor. senses static pressure to maintain selected Housing: CFM.ERV shall incorporate an ASHRAE 62.2 Intermittent Timing function for code DC Motor Technology IF 22 gauge galvanized steel body. compliance.ERV shall have standby/low speed When the ERV senses static pressure,its •Four 4"or 6"intake and exhaust ducts. to high speed control airflow capability as speed is automatically increased to ensure that •Built in damper on Outdoor Air(OA)closes desired by occupant.Power rating shall be during defrost function when the outdoor 120v/60Hz.Duct diameters shall be no less than the desired CFM is not compromised. temperature is too cold. 4".ERV can be used to comply with ASHRAE 62.2,LEED,IAP,California Title-24,and WA •Filters on supply and exhaust air extend the Energy Code life of the ERV core. •(4)Pressure ports allow for easy airflow verification. ERV Core Technology: •Pre-drilled mounting bracket can •Indoor and outdoor air passes through accommodate 16",19",or 24"on center. Panasonic's capillary core technology.This Maintenance: process tempers supply air while transferring •MERV 8 filter included;MERV 8(FV- moisture and energy. FLO810VE1)and optional MERV 13(FV- •Built in Frost Prevention Mode prevents the FL1310VE1)replacements available. core from freezing.Frost Prevention Mode •Unobtrusive alarm notifies owner for filter is intuitive and operates without homeowner check and maintenance. intervention. •Core material permeated with anti-mold Warranty: treatment. •DC Motors:6 years from original purchase date IF All Parts:3 Years from original purchase date. For complete Installation Instructions visit www.business.panasonic.ca/ventilation Model Quantity Comments Project: Location: Architect: Engineer: Contractor: Submitted by: Date: Panasonic Canada Inc. 5770 Ambler Dr. Mississauga,ON L4W 2T3 www.business.panasonic.ca/ventilation wanasonic in@L c us IAQ19203ST r7 ! n A== = alaNe" FV-10VE2 - _ Energy Recovery Ventilator Temperate Climate ERV Specification Submittal Data / Panasonic ERV (Continued) Performance Curve 4"or 6"duct Specifications: Intelli-Balance 100 FV-10VE2 1 Static Pressure in inches w.g. 0.1 0.4 0.9 Net Exhaust Air Volume(CFM) 100 100 Net Supply Air Volume(CFM) 100 100 0.8 %% Power Consumption(watts) 81 100 ; 0.7 %` Power Rating(V/Hz) 120/60 0.6 ENERGY STAR®Certified Yes % o.s • N % ' y � • a` -4- Energy Performance: Intelli-Balance 100 FV-10VE2 0.3 •• Te Supply Net Air Flow Consumed Sensible Apparent Net `�' °2 ••' p Recovery Sensible Moisture • °C °F VS CFM (Watts) Efficient Effectiveness Transfer •' Heating 01 0 32 25 53 29 81 84 81 0 0 32 31 66 39 77 81 75 0 20 40 60 so 100 120 0 32 40 85 68 75 80 74 Airflow(CFM1 Cooling Total Recovery Efficiency 35 1 95 1 23 1 49 32 60 • • Net Supply Air — Net Exhaust Air •' 4"60ft Duct 4"70 ft Duct Panasonic Canada Inc. 5770 Ambler Dr. Mississauga,ON L4W 2T3 www.business.panasonic.ca/ventilation W C US Panasonic IA019203ST r7