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APPROVED BLD2022-0225+Plumbing_Plan+2.21.2022_12.52.59_PM+2693037Exterior Door Schedule Window Schedule ID Building Qty Unit W x H Total SF Tempered Fire Egress Notes ID Building Qty Unit W x H Type Total SF Tempered Fire Egress Notes Top of Unit PLAN NOTES W.1 W.2 W.3 W.4 W.5 W.6 W.21 W.22 12'-611x1'-loll 81-011 x7'-0" 5'-4"x7'-0" 91-1011x5'-4" 11'-911x2'-8" 5'4"x24" 12'-6"x8'-O" 9'-6"x8'-O" W.25 W.26 W.27 5'4"4'-0" 5'4"4'-0" 7'-8"x6'-8" 1-1-i r 17, 1 1 [E] I I I I I I I I i I I I I Fil I I I 11111r I I I Li I I I I [I I I I 1JI I I I I]mE) W.28 W.29 W.30 W.31 W.32 W.33 W.34 W.35 W.36 W.37 W.38 W.39 W.40 W.41 W.42 9'-211x5'-4" 7'-811x5'-4" 5'-0"x5'-4" 12'-6"x2'-8" 9'-6"x2'-8" 8'-0"x2'-8" 5'-4"x2'-8" 91-911x2'-6" 9'-211x2'-6" 8'-6"x2'-6" 11"x2'-6" 4'-111x2'-6" 3'-6"x3'-6" 4'-0"x4'-0" 21-611x2'-6" 9'-21144' 7'-8"x8'-0" 0 1 1 [D 00 0 0 9 El �]=_j_ go DI D.2 D.3 D.4 D.5 D.6 D.7 D.8 D.21 D.22 D.23 D.24 D.25 D.26 D.27 D.28 D.29 D.30 D.31 ll'-6"411112" 3'-8114'41" 3'-311x81" 101-0114-7112" 3'-1 2'-3112114-1" 3'-1 7'-2v4"x8'-1" 3'-7112114-2" 31-11 2'-6114%8'... 21-9114114-2" 2'-2%8'-2" 7'-2v4"x8'-1" 1'-8v4114-2" 31-101Ix1'-33141' 2'_4114%7... 3'-6%71-1131411 l'-811x12'-5314" 4 E 4 4 1 Ll❑ ❑ i I -] I 1 1"' 1 1 1 1 1 iD.1 iD.2 iD.3 iD.4 iD.5 iD.6 iD.7 iD.8 iD.21 iD.22 3'-0"x6'-8" 3'-0"x6'-8" 3' 0"x6' 8" 31-011x3'-6" 61-21'4"x7'-1" 31-0114'4' 2'-8"x6'-8" 3'-0114'-8" 3'-0"x6'-8" 2'-6"x64" FRAMING DOOR JAMB FRAMING ADJACENT TO PERPENDICULAR WALLS IS DOUBLE STUD (3") UNLESS OTHERWISE NOTED. DOORS & WINDOWS All door rough openings are noted as 2" above unit height. All window rough openings are noted as 1/2" above unit height. Verify with unit manufacturers that this is consistent with their products. RAINSCREEN All cladding shall be installed as a rainscreen. Refer to detail drawings for more information. INSULATION At exterior wood stud walls (west building), cavity insulation shall be R-21 batts. At exterior steel stud walls (east building), cavity insulation shall be R-13 batts. At interior walls, cavity insulation shall be acoustic batts. Refer to detail drawings for more information. Batt insulation provided at unvented roofs is required to be installed directly under the roof sheathing. Additionally, no interior vapor retarders are permitted to be installed on the ceiling side of the unvented attic assembly. 2603.3 SURFACE BURNING CHARACTERISTICS Foam plastic insulation and foam plastic cores of manufactured assemblies shall have a flame spread index of not more than 75 and a smoke -developed index of not more than 450 where tested in the maximum thickness intended for use in accordance with ASTM E84 or UL 723. Loose fill -type foam plastic insulation shall be tested as board stock for the flame spread and smoke - developed indexes. FIRE -RATED ASSEMBLIES CMU Wall (Reference IBC Table 721.1(2) item #3-1.1): An 8" thick concrete masonry unit wall is adequate to provide a 1- hour fire rating. Refer to 7/AO.2 for listings of fire -rated assemblies according to the Gypsum Association Fire Resistance Design Manual (GAFRDM) Structural plywood sheathing may be added per GAFRDM General Explanatory Note #25 Refer to structural drawings to confirm structural sheathing locations. Some portions of interior walls call for structural sheathing. Some walls call for two layers of structural sheathing. In walls requiring layers of structural sheathing, lengthen required fasteners accordingly per GAFRDM General Explanatory Note #25 Stud bays in framed fire -rated walls may be insulated or uninsulated per GAFRDM General Explanatory Note #11 Larger framing members may be substituted per GAFRDM General Explanatory Note #18 - Fire alarm is required. - Class 1 hood to be integrated with fire alarm. - Permits for fire alarm, class 1 hood, and fire sprinklers to be obtained separately. - Both West & East Buildings have automatic sprinkler systems that comply with NFPA 13 and IBC 903.3.3.1. FOR REFERENCE ONLY City Of Edmonds Building Department ........................ Work ........................... PLUMBING Address' 558 MIN ST (EAST BLDG) ..................................................................................................................... : Owner:.......................................................................................................................: MAIN STREET COMMONS Approved Date 03/07/2022 ............................. -------------------------- Building Official Eri,r, Cu4^{2r Permit Number BLD2022-0225 APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Ground Level SCALE:1/8" = 1'-0" D.1 west bldg 2 11'-6"x8'-11 " 103.63 ® ❑ 41 west D.2 west bldg 2 31- 8114 11 x8'-1" 30.18 ® ® Panic hardware required. W.2 west D.3 west bldg 2 3'-3"x8'-1" 26.69 ® ❑ W.3 west D.4 west bldg 1 10'4"x9'-911" 101.22 ❑ ❑ W.4 west D.5 west bldg 3 3'-4"x6'-10" 22.78 ❑ ❑ W.5 west D.5 west bldg 3 3'-4"x6'-10" 22.78 ❑ ❑ Panic hardware required @ Kitchen, LL Stair & Tenant 2. W.6 west D.6 west bldg 2 21-3 112 "x8'-1" 18.88 ® ❑ W.6 west D.7 west bldg 1 3'-4"x7'-2" 24.63 ❑ ® Panic hardware required. W.21 east D.8 west bldg 4 7'-6114'-3" 62.43 ® ❑ W.22 east D.21 east bldg 3 3'-71"x8'-2" 30.02 ® ® W.23 east D.22 east bldg 1 31-10"x8'-2" 31.73 ® ® Panic hardware required. W.23 east D.22 west bldg 1 31-10"x8'-2" 31.73 ® ® Panic hardware required. W.24 east D.23 east bldg 2 2'-6 "x8'-4" 21.41 ® ❑ W.24 east D.24 east bldg 2 x8'-2" 2'-9 1, 23.03 ® ❑ W.24 east D.25 east bldg 4 2'-2"x8'-2" 18.08 ® ❑ W.25 east D.26 east bldg 1 7'-6114'-3" 62.47 ® ® Panic hardware required @ EB Lobby. W.26 east D.27 east bldg 2 1'-8 "x8'-2" 14.07 ® ❑ W.27 east D.28 east bldg 1 3'-10"x7A 11411 28.38 ® ❑ Panic hardware required. W.28 east D.29 east bldg 2 2'-4 "x7'-33 " 17.54 ® ❑ W.28 east D.30 east bldg 2 310"x12'-23 " 47.44 ® ® Panic hardware required. W.29 east D.31 east bldg 4 1'-61 "x12'-23i " 19.26 ® ❑ W.30 east D.32 east bldg 1 3'-4"x7'-2" 23.89 ❑ ❑ W.31 east D.33 east bldg 1 31-4114'-2 " 27.29 ❑ ❑ W.32 east W.33 W.34 W.35 W.36 W.37 W.38 east east east east east east Interior Door Schedule W.39 east ID Building Qty Nominal W x H Total SF Tempered Fire Egress Notes W.40 W.40 east east iD.1 west bldg 5 31-0"x6'-8" 21.55 ❑ ❑ 45-minute fire rated W.40 east iD.2 west bldg 1 31-01tx6'-8" 22.78 ® ❑ half lite W.41 east iD.3 west bldg 1 31-01tx6'-8" 21.38 ❑ ❑ iD.4 west bldg 1 31-01tx3'-6" 11.46 ❑ ❑ attic access iD.5 west bldg 1 6'-2 "x7'-1" 47.27 iD.6 west bldg 1 31-01tx6'-0" 19.26 ❑ ❑ attic access, panic hardware required iD.7 west bldg 1 21-81tx6'-8" 19.13 ❑ ❑ panic hardware required iD.8 west bldg 1 31-01tx6'-8" 21.38 ❑ ® panic hardware required, 60-minute fire rated iD.21 east bldq 6 31-01tx6'-8" 21.55 ❑ ❑ 45-minute fire rated iD.22 east blda 1 2'-6"x6'-8" 18.17 ❑ ❑ W.42 east W.42 east 12'-6"x7'-10" fixed 98.50 81-0"x7'-0" fixed 56.46 51-411x7'-0" fixed 37.74 9'-10"x5'-4" fixed 55.48 11'-911x2'-8" fixed 31.69 5'-4"x2'-8" fixed 14.45 5'-4"x2'-8" fixed 15.23 12'-6"x8'-0" fixed 100.59 9'-6"x8'-0" fixed 76.53 91-2114'-0" fixed 73.86 91-2114'-0" fixed 73.86 1'-8"x8'-0" fixed 61.83 1'-8"x8'-0" fixed 61.83 1'-8"x8'-0" fixed 61.83 51-4114-0" fixed 43.11 5'-0"x8'-0" fixed 40.44 7'-8114'-8" fixed 51.55 9'-2"x5'-4" fixed 49.30 9'-2"x5'-4" fixed 49.30 1'-8"x5'-4" fixed 41.27 5'-0"x5'-4" fixed 26.99 12'-6"x2'-8" fixed 33.71 9'-6"x2'-8" fixed 25.64 81-0"x2'-8" fixed 21.61 5'-4"x2'-8" fixed 14.45 9'-9"x2'-6" fixed 25.10 9'-2"x2'-6" fixed 23.21 81-611x2'-6" fixed 22.37 7'-811x2'-6" fixed 19.43 4'-1"x2'-6" fixed 10.40 3'-6"x3'-6" fixed 12.54 3'-6"x3'-6" fixed 12.54 3'-6"x3'-6" fixed 12.54 4'-0114-0" fixed 16.34 21-611x2'-6" fixed 6.46 21-611x2'-6" fixed 6.46 Skylight & Roof Hatch Schedule 8'-6" 8'-6" 8'-6" 13'-8" 11'-8" 9'-8" 5'-8" 9'-6" 9'-6" 9'-6" 12'-1 ' 8'-6 " 12 1-1112, 12'-1 ' 9'-6" 12'-1 ' 13'-1 ' 8' 6 " 9'-6" 8'-6 " 8'-6 " 12'-2" 12'-2" 12'-2" 12'-2" 12'-0" 12'-0" 10'-8 ' 10'-8 ' round window 11'-6" round window 11'-9" round window 13'-3" round window 41 _A11111 round window 8'-6" round window 12 A` ID Building Qty Unit Size W x H Type Total SF Tempered Fire Egress Notes R.1 east bldq 1 31-01tx4'-0" 12.00 ❑ ❑ STREET -LEVEL WINDOWS ON BOTH BUILDINGS ALONG 1 MAIN STREET MUST BE TRANSPARENT AND UNOBSTRUCTED CONSISTENT WITH ECDC 22.43.050.B. 9 10 11 ! 12 13; P OASE 2 aZ aZ QQ Qa aZ N 0 LL � LL �"� W V '•� � L.L W Q _ C O O O O 0 15'-6112" 24'-8112" 12'-0" 24'-0112" ' EAST BLDG LOT COVERAGE o T o A: 3,668.46 sq ft olo Z a z MAIN LEVEL �U f'V V N Ln BIZ o a 2314" o vz" A: 3,136.9 sq ft 03 8v2^ � � a Q 6'-3V2° 11'-0112" Q 9 N 6'-0" 6'-0" 6 -0" 6' -0" WALLJ 5'-4" 5'-2v2° o 0 (�' FL' - 81-111/2" x 12'-2" _ OUTSIDE FACE OF FRAMING I zL `T' v CL DOOR, 00 34 O N WINDOW, OPENING, FACE 3" DIA. KYNA D. CANOPY OUTSIDE FACE 4ING D. 4 6 24 FIN. DS 6 6 WALL z_ 23 W3 D.23 WALLJ OF FRAMING WALL I `� WALL '� - - - - - - - - - - F.O. � E IT E IT -SAFETY 'LAZING 23 .28 +4'-101 /4" 1 AMING IBC2406.4.1 +2" SAFETY GLAZING N &IBC 2406.4.2 SAFETY GLAZING SAFETY GLAZING +93 IBC 2406.4.1 ao � W.21 -81:25 A & IBC 2406.4.2 _ PANIC HARWARE IBC 2406.4.3 '+ IBC 2406.4.3 r` � o IBC 1010.1.10 qqq SAFETY GLAZING- 3j4 A: 781. t $ ft « _ IBC24K..4.3 q SAFETY GLAZING Cr ' o s GLAZING IF- _6" DIA CAST IRON MAIN lec 2406.4.3 W.2 l'-5314" 1' 2" IBC2406.4.1 ROOF DRAIN ItJ CONT. GRIPPABLE HANDRAIL -IWALL I Ln & IBC 2406.4.2 12 -1114" 4'-71A" �RASTRIuSER "VE NOSINGS 03 N _1 3" DIA. KYNAR 03 o PABC 1010.1..10E ' FIN. DS _ BY TREAD TENANT 5 °° WALL +8725 o iD.1 DEPTH A:696.68sgft o CL - - J�� CL DOOR, COLUMNS XCEEDS 44 MIN STAIR WIDTH N6 WALL G @INT, TYP 0 PURSUANT OF IBC 1005.3.1 1' o OPENINGWINDOW, NT. GRIPPABLE HANDRAIL 42" j, SAFETY GLAZING �? 4' 112"En _ 114" _ SAFETY GLAZING CANOPY 34 @ 25 IBC 2406.4.3 I� 1, 4 9 5 2 NOSINGS EXTENDI D BEYOND o &I BC BC22406 412 N A.eb.4.4 \\�� &LAST RISER BY 1 TREAD DEPTH 7114" 6' O" 3' 1v2° 5'-1314SEE A2.6 FOR `? iD.21 CANOPY DIMS. 60 O TENANT 3 - d +1-5-a114 11 c14 SAFETY GLAZING _ A: 5 9.89 sq f _ ALIGN TRANSOM AND � � w IBC 2406.4.1 � w z o &IBC2406.4.2 FIRE SPRINKLER RISER- N PANEL AMB N AND FIRE CONTROL 1' T1N. 4' 10 PANEL LOCATION, 5' 1314" 3' 2314" - Z - - d +92 A-122 sq ft -� CL_ o U � PER MEP SET M �i E LO 10� Cl) COLUMNS YS' _LOB A:26.88sgft Q ri WALL WATER - o A: 548.19 sq ft 1 R RATED t � � �T ti 0 a TTW41TTTTT 4'101/2 CL r-r' ti A: 47.73 S_ A: 1 2 sq ft +4' 10 314° CLR. WALL H sq ft A:137.17 s ft / +9iM ELEVATOR W/ 4'-10 3/4" �, - - +71ia q l 1 HR RATED EiEGkITIL o = ' � � � SHAFT A: 94 sq ft `�' 4 °° ": / - E IT A.eb.4.5 15 IS RS 7" c 10' 0 ' 0" ALIGN TRANSOM AND 6 Ru 0 "1 I °O " + DOORJAMB OUTSIDE FACE 03 OF FRAMING 42 0 .42 01 .40 6 6" DIA CAST 03 EXCEEDS 44" MIN STAIR WALL I WALL I D. IA. Y Z o Z o A WIDTH PURSUANT OF-- D 2 '- 12" 2' 3314" SA TY LA ING FIN. DS DRAIN E N IBC 1005.3.1 3' 1v4" O R1 2� „I 4„� CL OF POST 4" EAST OF GRID 8 NORTH OF GRID H O3 IREW/ 37 i 9i 1 om � IBC1010.L10 3 6'41 61 1NQ I O C II 1 �Q =_-- A.eb.3.4 --_- --_-�LQ _ 0= G L 2 A.wb.5.1 PO S CL OF POST II �L 4'-5 1/2" EAST OF GRID 10 �'qST 5'-0" NORTH OF GRID H I� it - 5 -4It Y III - 1'-2" ---------- 10'-0" 3' 4" ART PANELS UNDER SEPARATE SIGN PERMIT PER ECDC 20.60.015.C. 2" -0 2 -10 _ _ ENTRY PORTAL FIRE SYSTEM ANNUNCIATOR�I ITN HANGING PANEL. LOCATION TBD. • t PLANTERS CL 03 _ GATE a I`r' CL J I PgS'i I �L 1'-6112"CL GATE j CL OF POST �'qST I I 3' WEST OF GRID 15 l'-51/2" SOUTH OF GRID H _ II 2" 7.00' 2, 18`-8" 20'-0" - o„ 211 For Refdrende Only I � (10 11 ,3� N rr,-) Wall Types ID building desc assembly Cladding per WALL A West Existing Block Wall elevations; Air Space; WRB; CMU CV L.0 V) Q a Cladding per elevations; Typical Unrated Rainscreen Gap; WRB; WALL B West New Exterior Wall 1/2"(nom) Plywood Shtg; 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board Cladding per elevations; Rainscreen Gap; WRB; WALL C West New 1-Hour Exterior Wall 1/2"(nom) Plywood (GA File #WP 8105) Shtg; 5/8 Type X GWB; 2x6 Wd Studs w/ - Insul; 5/8" Type X GWB Cladding per elevations; Rainscreen Gap; WRB; WALL D West New Unrated Exterior Wall 1/2"(nom) Plywood w/ Rigid Insul Shtg; 2x6 Wd Studs w/ Insul; 1-1/2" R-9.5 Rigid Insulation; 5/8" Gypsum Board 5/8" Type X GWB; 2x6 1-Hour Furring Wall Wd Studs w/ Insul; WALL E West New (GA File #WP 8136) 1/2 (nom) Plywood Shtg; 5/8" Type X GWB 5/8" Type X GWB; 2x8 1-Hour Furring Wall Wd'tuds)insul; WALL F West New (GA File #WP 8136) Plywood 1/2nomShtg; 5/8" Type X GWB 5/8" Gypsum Board; WALL G West & East New Typical Interior Wall 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board West & 1-Hour Interior Wall 5/8" Type X GWB; 2x6 WALL H East New (GA File #WP 8136) Wd Studs w/ Insul; 5/8 Type X GWB 3-5/8" Brick;1-3/8" Air Space; 2" R-10 Rigid Insulation; WALL 1 East New Brick Veneer Wall 1/2"(nom) Plywood Shtg; 3x6 Wd Studs w/ insul copy; 5/8" LL Gypsum Board f'V L.0 cn = Cladding per a elevations ; 2" R-10 Rigid Insulation; WALL J East New Bay Wall 1/2"(nom) Plywood Shtg; 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board WALL TYPE NOTES 1. Omit cavity insulation in locations shown on floor plans. 2. See plan notes acing side of sheet for more information. Main Street Common!; 558 (EAST BLDG) -550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 01 REVISION #1- 01.16.2020 02 REVISION #2 - 4.17.2020 03 REVISION #3 - 7.17.2020 Permit Set ISSUED: RECEIVED Feb 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT roposed Main Level Plan A295 Printed: 7/17/20 Exterior Door Schedule Window Schedule ID Building Qty Unit W x H Total SF Tempered Fire Egress Notes ID Building Qty Unit W x H Type Total SF Tempered Fire Egress Notes Top of Unit W.1 W.2 W.3 W.4 W.5 W.6 W.21 W.22 12'-611x1'-loll 81-011 x7'-0" 5'-4"x7'-0" 91-101Ix5'-4" 11'-911x2'-8" 5'4"x24" 12'-6"x8'-O" 9'-6"x8'-O" W.25 W.26 W.27 5'4"4'-0" 5'4"4'-0" 7'-8"x6'-8" 1-1-i r 17, 1 1 [E] I I I I I I I I i I I I I Fil I I I 11111r I I I Li I I I I [I I I I 1JI I I I I]mE) W.28 W.29 W.30 W.31 W.32 W.33 W.34 W.35 W.36 W.37 W.38 W.39 W.40 W.41 W.42 9'-211x5'-4" 7'-8"x5'-4" 5'-0"x5'-4" 12'-6"x2'-8" 9'-6"x2'-8" 8'-0"x2'-8" 5'-4"x2'-8" 91-91Ix2'-6" 9'-2"x2'-6" 8'-6"x2'-6" 11"x2'-6" 4'-111x2'-6" 3'-6"x3'-6" 4'-0"x4'-0" 21-61Ix2'-6" 9'-21144' 7'-8"x8'-0" 0 1 � [D 00 0 0 9 El �]=_j_ go DI D.2 D.3 D.4 D.5 D.6 D.7 D.8 D.21 D.22 D.23 D.24 D.25 D.26 D.27 D.28 D.29 D.30 D.31 11'-6"411112" 3'-8114'41" 3'-311x81" 101-0114-7112" 3'-0"x6'-8" 2'-3112114-1" 3'-0"x7'-0" 7'-2v4"x8'-1" 3'-7112114-2" 31-10114-2" 2'-6114%8'... 21-9114114-2" 2'-2"x8'-2" 7'-2v4"x8'-1" 1'-8v4"x8'-2" 31-101Ix1'-33i41' 2'-4114%7... 3'-6"x7'-113i4I1 1'-811x12'-5314" 4 E 4 4 1 Ll❑ ❑ i I -] I 1 1"' 1 1 1 1 1 iD.1 iD.2 iD.3 iD.4 iD.5 iD.6 iD.7 iD.8 iD.21 iD.22 3'-0"x6'-8" 3'-0"x6'-8" 3' 0"x6' 8" 31-011x3'-6" 61-21'4"x7'-1" 31-0114'4' 2'-8"x6'-8" 3'-0"x6'-8" 3'-0"x6'-8" 2'-6"x6'-8" FOR REFERENCE ONLY PLAN NOTES 01 n� � n r_� " FRAMING - - - - - _ _ _ _ DOOR JAMB FRAMING ADJACENT TO PERPENDICULAR WALLS IS DOUBLE STUD (3") UNLESS OTHERWISE NOTED. DOORS & WINDOWS All door rough openings are noted as 2" above unit height. All window rough openings are noted as 112" above unit height. Verify with unit manufacturers that this is consistent with their products. RAINSCREEN All cladding shall be installed as a rainscreen. Refer to detail drawings for more information. INSULATION At exterior wood stud walls (west building), cavity insulation shall be R-21 batts. At exterior steel stud walls (east building), cavity insulation shall be R-13 batts. At interior walls, cavity insulation shall be acoustic batts. Refer to detail drawings for more information. Batt insulation provided at unvented roofs is required to be installed directly under the roof sheathing. Additionally, no interior vapor retarders are permitted to be installed on the ceiling side of the unvented attic assembly. 2603.3 SURFACE BURNING CHARACTERISTICS Foam plastic insulation and foam plastic cores of manufactured assemblies shall have a flame spread index of not more than 75 and a smoke -developed index of not more than 450 where tested in the maximum thickness intended for use in accordance with ASTM E84 or UL 723. Loose fill -type foam plastic insulation shall be tested as board stock for the flame spread and smoke - developed indexes. FIRE -RATED ASSEMBLIES CMU Wall (Reference IBC Table 721.1(2) item #3-1.1): An 8" thick concrete masonry unit wall is adequate to provide a 1- hour fire rating. Refer to 11AO.2 for listings of fire -rated assemblies according to the Gypsum Association Fire Resistance Design Manual (GAFRDM) Structural plywood sheathing may be added per GAFRDM General Explanatory Note #25 Refer to structural drawings to confirm structural sheathing locations. Some portions of interior walls call for structural sheathing. Some walls call for two layers of structural sheathing. In walls requiring layers of structural sheathing, lengthen required fasteners accordingly per GAFRDM General Explanatory Note #25 Stud bays in framed fire -rated walls may be insulated or uninsulated per GAFRDM General Explanatory Note #11 Larger framing members may be substituted per GAFRDM General Explanatory Note #18 I�I;��];1�t1�►�1[�P► - Fire alarm is required. - Class 1 hood to be integrated with fire alarm. - Permits for fire alarm, class 1 hood, and fire sprinklers to be obtained separately. - Both West & East Buildings have automatic sprinkler systems that comply with NFPA 13 and IBC 903.3.3.1. DOOR TO REMAIN UNLOCKED DURING BUILDING OCCUPANCY, (SEE MEANS OF EGRESS NOTE BELOW). I I J D.1 west bldg 2 ll'-6"x8'-11 " 103.63 ® ❑ 41 west D.2 west bldg 2 31- 8114 11 x8'-1" 30.18 ® ® Panic hardware required. W.2 west D.3 west bldg 2 3'-3"x8'-1" 26.69 ® ❑ W.3 west D.4 west bldg 1 10'4"x9'-9T " 101.22 ❑ ❑ W.4 west D.5 west bldg 3 3'-4"x6'-10" 22.78 ❑ ❑ W.5 west D.5 west bldg 3 3'-4"x6'-10" 22.78 ❑ ❑ Panic hardware required @ Kitchen, LL Stair & Tenant 2. W.6 west D.6 west bldg 2 21-3 112 "x8'-1" 18.88 ® ❑ W.6 west D.7 west bldg 1 3'-4"x7'-2" 24.63 ❑ ® Panic hardware required. W.21 east D.8 west bldg 4 7'-6114'-3" 62.43 ® ❑ W.22 east D.21 east bldg 3 3'-71"x8'-2" 30.02 ® ® W.23 east D.22 east bldg 1 31-10"x8'-2" 31.73 ® ® Panic hardware required. W.23 east D.22 west bldg 1 31-10"x8'-2" 31.73 ® ® Panic hardware required. W.24 east D.23 east bldg 2 2'-6 "x8'-4" 21.41 ® ❑ W.24 east D.24 east bldg 2 2'-9 1 "4'-2" 23.03 ® ❑ W.24 east D.25 east bldg 4 21-21Ix8'-2" 18.08 ® ❑ W.25 east D.26 east bldg 1 7'-6114'-3" 62.47 ® ® Panic hardware required @ EB Lobby. W.26 east D.27 east bldg 2 1'-8 "x8'-2" 14.07 ® ❑ W.27 east D.28 east bldg 1 3'-10"x7A 11411 28.38 ® ❑ Panic hardware required. W.28 east D.29 east bldg 2 2'-4 "x7'-33 " 17.54 ® ❑ W.28 east D.30 east bldg 2 3'-10"x12'-23 " 47.44 ® ® Panic hardware required. W.29 east D.31 east bldg 4 1'-61 "xl2'-23i " 19.26 ® ❑ W.30 east D.32 east bldg 1 3'-4"x7'-2" 23.89 ❑ ❑ W.31 east D.33 east bldg 1 31-411x8'-2 " 27.29 ❑ ❑ W.32 east W.33 W.34 W.35 W.36 W.37 W.38 east east east east east east Interior Door Schedule W.39 east ID Building Qty Nominal W x H Total SF Tempered Fire Egress Notes W.40 W.40 east east iD.1 west bldg 5 31-0"x6'-8" 21.55 ❑ ❑ 45-minute fire rated W.40 east iD.2 west bldg 1 31-01tx6'-8" 22.78 ® ❑ half lite W.41 east iD.3 west bldg 1 31-01tx6'-8" 21.38 ❑ ❑ iD.4 west bldg 1 31-01tx3'-6" 11.46 ❑ ❑ attic access iD.5 west bldg 1 6'-2 "x7'-1" 47.27 iD.6 west bldg 1 31-01tx6'-0" 19.26 ❑ ❑ attic access, panic hardware required iD.7 west bldg 1 21-81tx6'-8" 19.13 ❑ ❑ panic hardware required iD.8 west bldg 1 31-01tx6'-8" 21.38 ❑ ® panic hardware required, 60-minute fire rated iD.21 east bldq 6 31-01tx6'-8" 21.55 ❑ ❑ 45-minute fire rated iD.22 east blda 1 2'-6"x6'-8" 18.17 ❑ ❑ ..5 FI 'Y DI _3" FIN 12 13 W.42 east W.42 east 12'-6"x7'-10" fixed 81-0"x7'-0" fixed 51-411x7'-0" fixed 9'-10"x5'-4" fixed 11'-91Ix2'-8" fixed 5'-4"x2'-8" fixed 5'-4"x2'-8" fixed 12'-6"x8'-0" fixed 9'-6"x8'-0" fixed 91-2114'-0" fixed 91-2114'-0" fixed 1'-8"x8'-0" fixed 1'-8"x8'-0" fixed 1'-8"x8'-0" fixed 51-4114-0" fixed 5'-0"x8'-0" fixed 7'-8114'-8" fixed 9'-2"x5'-4" fixed 9'-2"x5'-4" fixed 1'-8"x5'-4" fixed 5'-0"x5'-4" fixed 121-6"x2'-8" fixed 9'-6"x2'-8" fixed 81-0"x2'-8" fixed 5'-4"x2'-8" fixed 9'-9"x2'-6" fixed 9'-2"x2'-6" fixed 81-611x2'-6" fixed 7'-811x2'-6" fixed 4'-1"x2'-6" fixed 3'-6"x3'-6" fixed 3'-6"x3'-6" fixed 3'-6"x3'-6" fixed 4'-0114-0" fixed 21-611x2'-6" fixed 21-611x2'-6" fixed Skylight & Roof Hatch Schedule 98.50 56.46 37.74 55.48 31.69 14.45 15.23 100.59 76.53 73.86 73.86 61.83 61.83 61.83 43.11 40.44 51.55 49.30 49.30 41.27 26.99 33.71 25.64 21.61 14.45 25.10 23.21 22.37 19.43 10.40 12.54 12.54 12.54 16.34 6.46 6.46 8'-6" 8'-6" 8'-6" 13'-8" 11'-8" 9'-8" 5'-8" 9'-6" 9'-6" 9'-6" 12 1-1112, 8'-6 " 12 1-1112, 12'-1 ' 9'-6" 12'-1 ' 13'-1 ' 8' 6 " 9'-6" 8'-6 " 8'-6 " 12'-2" 12'-2" 12'-2" 12'-2" 12'-0" 12'-0" 10'-8 ' 10'-8 ' round window 11'-6" round window 11'-9" round window 13'-3" round window 4'-ll ' round window 8'-6" round window 12A ID Building Qty Unit Size W x H Type Total SF Tempered Fire Egress Notes R.1 east bldq 1 31-01tx4'-0" 12.00 ❑ ❑ N Lq a a 6'-9" 6'-6" A.1 - TERRACE DOOR TO REMAIN UNLOCKED DURING BUILDING OCCUPANCY, (SEE A. 215.07 sq f MEANS OF EGRESS NOTE BELOW). Zs +20' 2 2° UPPER LEVEL A: 2,523.45 sq ft WALL I D.28 .29 2013112 -_CUSTOM STEEL POWDER COATED GUARDRAIL: WALL 1 42" TALL, GAPS BETWEEN STILES DO NOT ALLOW 4" SPHERE TO PASS. _ WALL I M � 112 WALL GUARDRAIL:� e� 0 42" TALL, Wff-SHAPED F BID2g o FOLDED STEEL PLATE TOP CAP o CL 112 WALL DIN CL 112 WALL WALL G 10'-3" & UPPER - - & UPPER_ -�I Z +15' = _ LANDING EI�ENTSPAAa -_ R LANDING - 5'-0" x 6'-8" o _ A:2,349_28-sqft- - DIN 201 3" - - - - - - - 25'-10" N _ 4 2 3 2v4 OOF-ACCISS LADDER & HATCH A:159.34 sq ft SEE GROUND LEVEL PLAN - WALL H s 26 FOR ELEV C WALL DIMS. _L_ WALL I .24 .24 J.24 .30 � 3" DIA KYNAR FIN. DS N 1 A.eb.4.4 M M N a 6 � A.eb.5.6 DIA. KYNAR _ , FIN. DS 12'-0" 6' 0" 6' 0" 18'-0" 7 N G - - - - \�J/ a 1 `-R Lq A.eb.3.4 NQ 2 A.wb.5.117 For Refe ence 001y ART PANELS UNDER SEPARATE SIGN PERMIT PER ECDC 20.60.015.C. of Bellevue Policy on Locked Egress Doors from Occupied Exterior Areas sired egress doors serving occupied exterior areas, other than egress courts, where occupants must use one or more exits or exit access doors to egre! ugh the building are permitted to be equipped with an approved locking device if installed and operated in accordance with all of the following: e occupant load of the occupied exterior area shall not exceed 300 as determined by IBC Section 1004 or the building official. The maximum occupant shall be posted when required by IBC Section 1004.3, and the sign shall be permanently affixed inside the building within 18" laterally of each requil ss door and between 48" to 60" above the floor surface. live weatherproof telephone or equivalent two-way communication device installed in accordance with IBC Section 1009.8.1 and 1009.8.2 shall be ted adjacent to one of the required egress doors on the exterior side, centered no more than 24" laterally from the edge of the door and between 34" above the walking surface. le egress door locking device shall be readily distinguishable as locked and the device shall not be capable of locking or unlocking except by the use clear window or glazed door opening, not less than 5 square feet (0.46 m2) sq. ft. in area, shall be provided in the wall separating the inside of the fing from the outdoor area to allow visual confirmation to determine if there are occupants using the outdoor area. The minimum net clear opening ht dimension shall be 24 inches (610 mm). The minimum net clear opening width dimension shall be 20 inches (508 mm). The center of the glazed ling shall be located 48" to 60" above the finished floor level, and the nearest edge of the glazed opening shall be no more than 18" laterally from th cent edge of the egress door provided with locking hardware. readily visible durable sign shall be posted on the interior side on or adjacent to each locked required egress door serving the exterior area stating: TI R TO REMAIN UNLOCKED WHEN THE OUTDOOR AREA IS OCCUPIED. The letters on the sign shall be not less than 1" high on a contrasting background, and sign shall be located 48" to 60" above the finished floor level, and the nearest edge of the sign shall be no more than 18" laterally from the adjacent of each egress door provided with locking hardware. This sign may also indicate the maximum occupant load as required by item 1 above. ie egress door and the locking device shall meet all other applicable provisions of the International Building Code where required, including, but not ed to: mber of required exits ess door swing direction tic hardware :essibility t signage ess and emergency illumination e building official and fire marshal shall make the final determination of where this policu mou be applied, and the use of anu such locking device is r,� n r,\ r,� � r,\ r,� � r,\ r,� � r,\ r,� r,\ r,\ r,� rl\ rl\ r,� � rl\ r,� rl\ rl\ r,� n (-,\ r,� n IA.8 -, A A.eb.4.5 E.5; F.5 Wall Types ID building desc assembly Cladding per WALL A West Existing Block Wall elevations; Air Space; WRB; CMU Cladding per elevations; Typical Unrated Rainscreen Gap; WRB; WALL B West New Exterior Wall 112"(nom) Plywood Shtg; 2x6 Wd Studs wl Insul; 518" Gypsum Board Cladding per elevations; Rainscreen Gap; WRB; WALL C - West New 1-Hour Exterior Wall 112"(nom) Plywood (GA File #WP 8105) Shtg; 518 Type X GWB; 2x6 Wd Studs wl - Insul; 518" Type X GWB Cladding per elevations; Rainscreen Gap; WRB; WALL D West New Unrated Exterior Wall 112"(nom) Plywood wl Rigid Insul Shtg; 2x6 Wd Studs wl Insul; 1-1/2" R-9.5 Rigid Insulation; 518" Gypsum Board 518" Type X GWB; 2x6 1 Hour Furring Wall Wd Studs wl Insul; WALL E West New (GA File #WP 8136) 112 (nom) Plywood Shtg; 518" Type X 518" Type X GWB; 2x8 1-Hour Furring Wall Wd Studs wl insul; WALL F West New (GA File #WP 8136) 112"(nom) Plywood Shtg; 518" Type X GWB 518" Gypsum Board; WALL G West & East New Typical Interior Wall 2x6 Wd Studs wl Insul; 518" Gypsum Board West & 1-Hour Interior Wall 518" Type X GWB; 2x6 WALL H East New (GA File #WP 8136) Wd Studs wl Insul; 518 Type X GWB 3-518" Brick;1-318" Air Space; 2" R-10 Rigid Insulation; WALL 1 East New Brick Veneer Wall 112"(nom) Plywood Shtg; 3x6 Wd Studs wl insul copy; 518" J Gypsum Board Cladding per elevations ; 2" R-10 Rigid Insulation; WALL J East New Bay Wall 112"(nom) Plywood Shtg; 2x6 Wd Studs wl Insul; 518" Gypsum Board WALL TYPE NOTES 1. Omit cavity insulation in locations shown on floor plans. 2. See plan notes acing side of sheet for more information. Main Street Commons 558 (EAST BLDG) §50 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture REVISION #1- 01.16.2020 REVISION #2 - 4.17.2020 Permit Set ISSUED: RECEIVED Feb 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Proposed Upper Level Plan A2. Printed: 4/16/20 PLAN NOTES DOOR JAMB FRAMING ADJACENT TO PERPENDICULAR WALLS IS( DOUBLE STUD (3") UNLESS OTHERWISE NOTED. DOORS & WINDOWS All door rough openings are noted as 2" above unit height. All window rough openings are noted as 1/2" above unit height. Verify with unit manufacturers that this is consistent with their products. RAINSCREEN All cladding shall be installed as a rainscreen. Refer to detail drawings for more information. INSULATION At exterior wood stud walls (west building), cavity insulation shall be R-21 batts. At exterior steel stud walls (east building), cavity insulation shall be R-13 batts. At interior walls, cavity insulation shall be acoustic batts. Refer to detail drawings for more information. Batt insulation provided at unvented roofs is required to be installed directly under the roof sheathing. Additionally, no interior vapor retarders are permitted to be installed on the ceiling side of the unvented attic assembly. 2603.3 SURFACE BURNING CHARACTERISTICS Foam plastic insulation and foam plastic cores of manufactured assemblies shall have a flame spread index of not more than 75 and a smoke -developed index of not more than 450 where tested in the maximum thickness intended for use in accordance with ASTM E84 or UL 723. Loose fill -type foam plastic insulation shall be tested as board stock for the flame spread and smoke - developed indexes. FIRE -RATED ASSEMBLIES CMU Wall (Reference IBC Table 721.1(2) item #3-1.1): An 8" thick concrete masonry unit wall is adequate to provide a 1- hour fire rating. Refer to 7/AO.2 for listings of fire -rated assemblies according to the Gypsum Association Fire Resistance Design Manual (GAFRDM) Structural plywood sheathing may be added per GAFRDM General Explanatory Note #25 Refer to structural drawings to confirm structural sheathing locations. Some portions of interior walls call for structural sheathing. Some walls call for two layers of structural sheathing. In walls requiring layers of structural sheathing, lengthen required fasteners accordingly per GAFRDM General Explanatory Note #25 Stud bays in framed fire -rated walls may be insulated or uninsulated per GAFRDM General Explanatory Note #11 Larger framing members may be substituted per GAFRDM General Explanatory Note #18 — Fire alarm is required. — Class 1 hood to be integrated with fire alarm. — Permits for fire alarm, class 1 hood, and fire sprinklers to be obtained separately. — Both West & East Buildings have automatic sprinkler systems that comply with NFPA 13 and IBC 903.3.3.1. Roof Level SCALE:1/8" = 1'-0" FOR REFERENCE ONLY 9 NORTHWEST SCUPPER THROUGH PARAPET CUSTOM POWDERCOATED SCUPPER SET WITHIN 2" FROM FINISHED ROOF PLANE A, A.eb.4.4 D.4; -- - - - o A.eb.4.5 Skylight & Roof Hatch Schedule ID Building Oty Unit Size W x H Type Total SF Tempered Fire Egress Notes Roof Drain information CV V N u. a - - - - r-- -- - --_-- - - - -r- - - - - - - - _T NORTHWEST ROOF SECTION ROOF DRAINAGE PER 2018 UPC, APPENDIX D, TABLE D 101.1, PAGE 308 SEATTLE AREA GETS 1-INCH OF RAIN PER HOUR, 0.010 GALLONS PER MINUTE PER SQUARE FOOT. PER TABLE 1103.1 VERTICAL DRAIN PIPE IS 2" DIAMETER. PARAPET OVERFLOW SCUPPERS (7-5/8" W X 4-3/8" T) ARE PROVIDED PER 1101.12.2.1. _ ----------------------------------- 0 \ NEW FLAT ROOF ASSEMBLY \ NEW SINGLE MEMBRANE ROOFING 0/ \\ TAPERED RIGID INSULT" MIN. (R-38 MIN.) \ CLASS -A RATED ROOFING LAYER \ 1/2" PLYWOOD DECK 0/ J \\�� vlo,� 2X CAR DECKING 0/vO�,F \F, GLB PURLINS ON STEEL BEAMS �o ROOF AREA (SE 1/2) ROOF AREA (NW 1/2) A:1,253.77sgft A:1,253.77 sg\ftoOF \ MECHANICAL EQUIPMENT ACCESS WALKABLE ROOF MEMBRANE 0/ ROOF ASSEMBLY \ 3'-0" X 4'-0" ROOF ACCESS HATCH W/WALL MOUNTED LADDER V LINE VAILE � yip oa`joo�� 11N� � / O PURSUANT OF IBC 2603.6, FOAM PLASTIC INSULATION MEETING THE REQUIREMENTS OF IBC SECTIONS 2603.2 AND 2603.4 SHALL BE PERMITTED AS PART OF A ROOF -COVERING ASSEMBLY, PROVIDED THE ASSEMBLY WITH THE FOAM PLASTIC INSULATION IS A CLASS A, B OR C ROOFING ASSEMBLY WHERE TESTED IN ACCORDANCE WITH ASTM E108 OR UL 790. ELEVATOR TOWER NEW SINGLE MEMBRANE ROOFING 0/ TAPERED RIGID INSUL 7" MIN. (R-38 MIN.) 1/2" PLYWOOD DECK 0/ FRAMING 2 LAYERS 5/8" TYPE X GWB L Q q �9) 10 11 12 13 NON -POLLUTION GENERATING ROOF ALL METALS SHALL BE TREATED TO PREVENT LEACHING, ALL MECHANICAL EQUIPMENT SHALL INCLUDE INTERNAL SPILL CONTAINMENT. ___Q A A.eb.4.4 SOUTHEAST ROOF SECTION ROOF DRAINAGE PER 2018 UPC, APPENDIX D, TABLE D 101.1, PAGE 308 SEATTLE AREA GETS 1-INCH OF RAIN PER HOUR, 0.010 GALLONS PER MINUTE PER SQUARE FOOT. PER TABLE 1103.1 VERTICAL DRAIN PIPE IS 2" DIAMETER. PARAPET OVERFLOW SCUPPERS (7-5/8" W X 4-3/8" T) ARE PROVIDED PER 1101.12.2.1. A.eb.4.5 SOUTHEAST SCUPPER THROUGH PARAPET CUSTOM POWDERCOATED SCUPPER SET WITHIN 2" FROM FINISHED ROOF PLANE 01 Wa ll Types ID building desc assembly Cladding per WALL A West Existing Block Wall elevations; Air Space; WRB; CMU Cladding per elevations; Typical Unrated Rainscreen Gap; WRB; WALL B West New Exterior Wall 1/2"(nom) Plywood Shtg; 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board Cladding per _ elevations; Rainscreen Gap; WRB; WALL C West New 1-Hour Exterior Wall 1/2"(nom) Plywood - (GA File #WP 8105) Shtg; 5/8 Type X GWB; 2x6 Wd Studs w/ Insul; 5/8" Type X GWB Cladding per elevations; Rainscreen Gap; WRB; WALL D West New Unrated Exterior Wall 1/2"(nom) Plywood w/ Rigid Insul Shtg; 2x6 Wd Studs w/ Insul;1-1/2" R-9.5 Rigid Insulation; 5/8" Gypsum Board 5/8" Type X GWB; 2x6 1-Hour Furring Wall Wd Studs w/ Insul; WALL E West New (GA File #WP 8136) 1/2 (nom) Plywood Shtg; 5/8" Type X GWB 5/8" Type X GWB; 2x8 - 1-Hour Furring Wall Wd'tudsw/ insul; WALL F West New (GA File #WP 8136) 1/2 nom)Plywood Shtg; 5/8" Type X GWB 5/8" Gypsum Board; WALL G West & East New Typical Interior Wall 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board WALL H West & New 1-Hour Interior Wall 5/8" Type X GWB; 2x6 Wd Studs w/ Insul; East (GA File #WP 8136) 5/8 Type X GWB 3-5/8" Brick;1-3/8" Air Space; 2" R-10 Rigid Insulation; WALL I East New Brick Veneer Wall 1/2"(nom) Plywood Shtg; 3x6 Wd Studs w/ insul copy; 5/8" Gypsum Board Cladding per elevations ; 2" R-10 Rigid Insulation; WALL J East New Bay Wall 1/2"(nom) Plywood Shtg; 2x6 Wd Studs w/ Insul; 5/8" Gypsum Board WALL TYPE NOTES 1. Omit cavity insulation in locations shown on floor plans. 2. See plan notes aong side of sheet for more information. Main Street Commons 558 (EAST BLDG) §50 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture REVISION #1- 01.16.2020 REVISION #2 - 4.17.2020 Permit Set ISSUED: RECEIVED Feb 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Proposed Roof Plan A2 07 Printed: 4/16/20 s MS Room South 9 eb-61 SCALE:1/2" = 1'-0" .eb.6. MS Room North SCALE:1/2" = 1'-0" 6 MS Restroom Plan •eb.6. SCALE:1/2" = 1'-0" FOR REFERENCE ONLY MS Room East SCALE:1/2" = 1'-0" W� WA�L-MOUNTED GRAB BAR (1-1/4"-1-1/2" DIA BAR 1 1-1/2" WALL OFFSET) RECESSED -MOUNTED BABY CHANGING STATION A5 J TILE WAINSCOTTING W/INTEIGRATED TILE BASE, TYP. WC TISSUE DISPENSER i FLR-MOUNTED WC F2 I 0 I I I CLWC& CLWC& SEAT COVER SEAT COVER DISPENSER RECESSED WC SEAT DISPENSER COVER DISPENSER 1'-0" CD CD 3'- " CD V CD V OZ i.i OZ o M o � 6 � I F2 FLOOR -MOUNTED WC I 2 I MS Room West 5 .eb.6. SCALE:1/2" = 1'-0" .eb.6. RESTROOM FIXTURE & ACCESSORY SCHEDULE FIXTURE QUANTITY DESCRIPTION F1 2 Kohler Brenham wall -mounted bath sink wlshroud #K-1999-lN in white ADA compliant with Kohler Sculpted Insight Touchless DM Faucet #K-13463-CP in polished chrome ADA Compiant F2 5 Kohler Kingston Bowl #K-4323-L-0 in white with Kohler Tripoint DC 1.28 GPF WC Flushometer #K-10956-SV-CP in polished chrome Kohler Stronghold Quiet -Close Commercial Elongated Toilet Seat #K-4131-GC-0 in white ACCESSORY QUANTITY DESCRIPTION Al 2 Bobrick B-369 ClassicSeries Recessed Paper Towel Dispenser and Waste Receptacle A2 5 Bobrick B-301 Recessed Toilet -Seat -Cover Dispenser A3 6 Bobrick B-58061-1/4" 0 stainless steel grab bar with snap flange — size and configuration per elevations A4 2 Bobrick B-388 Recessed Multi -Roll Toilet Tissue Dispenser A5 2 Koala Kare Products model KB110-SSRE horizontal recessed mounted stainless steel finish baby changing station MR Room South SCALE:1/2" = 1'-0" MR Room North SCALE:1/2" = 1'-0" MR Restroom Plan "b. SCALE:1/2" = 1'-0" 3'-4" WALL -MOUNTED GRAB BAR (1-114"-1-1/2" DIA BAR 1-1/2" WALL OFFSET) _ A3 I A3 TILE WAINSCOTTING W/INTEGRATED TILE BASE, TYP. o Z E WC TISSUE ISPE SE F3 v FLR- OUNTED MR Room East SCALE:1/2" = 1'-0" 2 MR Room West .eb•6• SCALE:1/2" = 1'-0" Main Street Commons 58 (E JDG) JJU Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. DiMarco Architecture REVISION #1- 01.16.2020 REVISION #2 - 4.17.2020 Permit Set ISSUED. - RECEIVED Feb 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT East Building Interior Elevations A.eb.6.2 Printed: 4/16/20 General Notes GENERAL NOTES - MECHANICAL PLUMBING NOTES NON-STRUCTURAL MECHANICAL COMPONENT NOTES I. THESE NOTES APPLY TO ALL PLUMBING DRAWINGS. I. WATER HAMMER ARRESTERS: PROVIDE AT THE END OF I. THE COMPONENT IMPORTANCE FACTOR (IP) FOR ALL 558 (EAST BL G HOT AND COLD WATER LINES SERVING TWO OR MORE NON-STRUCTURAL COMPONENTS SHALL BE: - 2. REFER TO ARCHITECTURAL AND STRUCTURAL FIXTURES. SIZE IN ACCORDANCE WITH PLUMBING AND IP = 1.0 DRAWINGS FOR LOCATIONS OF EXPANSION/SEISMIC DRAINAGE INSTITUTE (PDI) REQUIREMENTS. 2. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE JOINTS. PROVIDE EXPANSION/SEISMIC JOINTS FOR 2018 UNIFORM PLUMBING CODE AND FROM THE AMERICAN PIPING AND DUCTWORK CROSSING EXPANSION/SEISMIC 2. REDUCED PRESSURE BACKFLOW PREVENTERS (RPBP): SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-05. THE JOINTS WHERE NOTED ON THE DRAWINGS. PROVIDE INDIRECT DRAIN PIPING FROM RPBP TO CONTRACTOR SHALL REFER TO THE ABOVE FOR NEAREST DRAIN. INSTALL FUNNEL AT RPBP IF REQUIRED. ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER 3. UNLESS OTHERWISE SPECIFIED, THE GENERAL DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR 3. ACCESS PANELS: PROVIDE IN NON ACCESSIBLE REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN PAINTING, CUTTING, AND PATCHING OF EXISTING CEILINGS AND WALLS FOR VALVES, WATER HAMMER BID. FLOORS, WALLS, AND PARTITIONS IN THE EXISTING ARRESTERS, CLEANOUTS, AND OTHER ITEMS THAT BUILDING. REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE 6. 2018 BUILDING CODE, SCOPE: ARCHITECTURAL, THE BUILDING. MECHANICAL, ELECTRICAL, AND NON-STRUCTURAL 4. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE COMPONENTS THAT ARE PERMANENTLY ATTACHED TO METHODS/LOADS FOR HANGING PIPING/DUCTS FROM 4. CLEANOUTS: PROVIDE AT THE BASE OF SANITARY STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS STRUCTURAL MEMBERS. VERIFY WITH THE LANDLORD DRAINAGE, PROCESS WASTE, AND RAINLEADER SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE REGARDING APPROVED METHODS OF ATTACHMENT. CONDUCTORS. EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7-05, EXCLUDING CHAPTER 14 AND APPENDIX IIA. 5. DO NOT RUN ANY PIPES OVER ANY ELECTRICAL PANEL 5. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR OR SWITCHGEAR. COORDINATE PIPE LOCATIONS TO FLANGES AT PIPING CONNECTIONS TO EQUIPMENT, 4. 2018 BUILDING CODE, CONTRACTOR RESPONSIBILITY: THE AVOID ELECTRICAL PANELS. COILS, TRAPS, CONTROL VALVES, AND OTHER CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPONENTS TO ALLOW DISASSEMBLY FOR CONSTRUCTION OF A SEISMIC -FORCE -RESISTING SYSTEM, 6. PROVIDE MANUFACTURER'S RECOMMENDED AND CODE MAINTENANCE. DESIGNATED SEISMIC SYSTEM, OR SEISMIC -RESISTING - REQUIRED CLEARANCES AROUND PIECES OF COMPONENT LISTED IN THE STATEMENT OF SPECIAL EQUIPMENT. PIPING AND CONDUIT SHALL NOT 6. PROVIDE PIPING MATERIALS PER SPECIFICATION PRIOR INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT INTERFERE WITH REQUIRED ACCESS. TO ORDERING AND INSTALLING. OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE 7. EQUIPMENT LAYOUT IS BASED ON EQUIPMENT LISTED IN 7. PROVIDE AN INSULATED COPPER TRACER WIRE OR SYSTEM OR COMPONENT. THE CONTRACTOR'S EQUIPMENT SCHEDULES. ANY OTHER EQUIPMENT USED OTHER APPROVED CONDUCTOR ADJACENT TO STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE IS SUBJECT TO MEETING PERFORMANCE UNDERGROUND NONMETALLIC (PLASTIC) PIPING. FOLLOWING: REQUIREMENTS OF LISTED EQUIPMENT. MAKE ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR NECESSARY ADJUSTMENTS TO ASSURE OTHER THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL EQUIPMENT WILL FIT IN AVAILABLE SPACE AND WILL NOT EACH END OF THE PIPING. THE TRACER WIRE SHALL NOT REQUIREMENTS CONTAINED IN THE STATEMENT OF EXCEED WEIGHT AND ELECTRICAL REQUIREMENTS. BE LESS THAN NO. 18 AWG AND THE INSULATION TYPE SPECIAL INSPECTIONS; SHALL BE SUITABLE FOR BURIAL. 8. ALL PIPING SHALL BE PROVIDED WITH SEISMIC B. ACKNOWLEDGEMENT THAT CONTROL WILL BE RESTRAINTS IN ACCORDANCE WITH IBC SEISMIC DESIGN 8. PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORNGE EXERCISED TO OBTAIN CONFORMANCE WITH THE CATEGORY D. CONTRACTOR SHALL HIRE A LICENSED TAPE AT CONCEALED VALVE LOCATIONS. CONSTRUCTION DOCUMENTS APPROVED BY THE PROFESSIONAL ENGINEER IN THIS STATE TO DESIGN BUILDING OFFICIAL; CATEGORY D. CONTRACTOR SHALL HIRE A LICENSED 9. UNLESS OTHERWISE NOTED, ALL WASTE PIPING TO BE PROFESSIONAL ENGINEER IN THIS STATE TO DESIGN SLOPED AT 1/4 - 1'-0" - 2% MIN C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE ANY NECESSARY ANCHORAGE, BRACING, ETC. FOR CONTRACTOR'S ORGANIZATION, THE METHOD AND MECHANICAL COMPONENTS TO COMPLY WITH IBC FREQUENCY OF REPORTING AND THE DISTRIBUTION OF SECTION 1621 AND ASCE 7-02 SECTION 9.6.6. THE REPORTS; 9. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN D. IDENTIFICATION AND QUALIFICATIONS OF THE DESIGNED TO COMPLY WITH STATE ENERGY CODE. PERSON(S) EXERCISING SUCH CONTROL AND THEIR DIVISION 22 AND/OR 26 IS RESPONSIBLE FOR CORRECT ENERGY CODE NOTES POSITIONS) IN THE ORGANIZATION. INSTALLATION OF ENERGY CONSERVATION MEASURES. FOR CORRECT INSTALLATION OF ENERGY 1. MOTORS: COMPLY WITH MINIMUM FULL LOAD 4. RESPONSIBILITIES: CONSERVATION MEASURES. EFFICIENCIES LISTED IN ENERGY CODE ENFORCED BY AHJ. A. HANGERS AND SEISMIC BRACING FOR MECHANICAL 10. PLUMBING VTR'S SHALL BE A MINIMUM OF 5 FEET FROM SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY FIRE RATED WALLS AND 15 FEET AWAY FROM OUTSIDE 2. PIPING INSULATION: COMPLY WITH THICKNESSES AND CONTRACTOR. REFER TO THE MECHANICAL DRAWINGS AIR INTAKES. TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ FOR LOCATIONS OF EQUIPMENT AND HUNG UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. MECHANICAL SYSTEMS AS STRUCTURAL DRAWINGS DO II. COORDINATE ROOF PENETRATIONS WITH STRUCTURAL NOT SHOW THE LOCATIONS OF MECHANICAL BEAMS. EQUIPMENT, DUCTWORK, PIPING, AND OTHER 3. RECORD DRAWINGS: SUBMIT TO THE BUILDING OWNER 12. PROVIDE COPPER CONDENSATE DRAINAGE PIPING PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. COMPONENTS. FROM MECHANICAL EQUIPMENT WITH INSULATED PIPING B. COORDINATE THE SUPPORT SYSTEMS AND DESIGN AND WITH RUNNING TRAP. ROUTE CONDENSATE PIPING 4. OPERATION AND MAINTENANCE MANUALS: SUBMIT TO LOADS FOR HUNG PIPING AND OTHER MECHANICAL TO CODE ALLOWED RECEPTOR. THE BUILDING OWNER PER ENERGY CODE ENFORCED BY SYSTEMS (INCLUDING COMBINED MULTIPLE PIPE RUNS) THE LOCAL AHJ. 16. PENETRATIONS SHALL BE PROPERLY SEALED WITH 5. MECHANICAL SYSTEMS COMMISSIONING AND WITH THE GENERAL CONTRACTOR AND THE STEEL AND EXPANDING FOAM AND FILLED WITH CONCRETE FILL, OR COMPLETION REQUIREMENTS: TEST SYSTEMS TO WOOD JOIST MANUFACTURERS IN ADDITION TO OTHER AS APPLICABLE PER BUILDING CODE(S). ENSURE THAT BUILDING SYSTEMS HAVE BEEN DESIGNED, TRADES THAT MAY BE IMPACTED. INSTALLED, AND FUNCTION PROPERLY, EFFICIENTLY, 14. COORDINATE UTILITIES WITH FINAL FIELD CONDITIONS. AND CAN BE MAINTAINED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN ORDER TO SATISFY THE 15. CLEANOUTS SHALL BE FLUSH WITH FINISHED FLOOR BUILDING OWNER'S DESIGN INTENT AND OPERATIONAL AND LOCATED WHERE SHOWN ON THE PLANS. REQUIREMENTS PER ENERGY CODE ENFORCED BY THE No. Revision/Issue Date ALTERNATE FLOOR CLEANOUT LOCATIONS PROPOSED LOCAL AHJ. SHALL BE APPROVED BY THE ARCHITECT PRIOR TO Firm Name and Address REVISING 6. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED STATE MECHANICAL BY THE LOCAL AHJ. CONTRACTOR IS RESPONSIBLE FOR 8706 S 222ND ST CORRECT INSTALLATION OF ENERGY CONSERVATION KENT, WA 98051 MEASURES MECHANICAL EQUIPMENT INSTALLATION NOTES Project Name and Address MAIN STREET COMMONS 1. ACCESS CLEARANCES FOR MAINTENANCE AND EAST BUILDING REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF 550 MAIN ST EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN EDMONDS WA 98020 BE MET. COORDINATE LOCATIONS OF MECHANICAL WORK AND WORK OF OTHER TRADES TO PROVIDE RECE V D ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. Feb 22 20 2 OND ICES DEVELOPMENT SER Protect M41N STREET COMMONS Sheet ENT EAST BUILDING 5 Date FEBRUARY 17, 2022 • Scale NONE HOT WATER CIRIC UMP MIXING VALVE EXPANSION TANK 3/L" RELIEF LINE TO FULL SIZE DRAIN TO MOP SINK SEISMIC RESTRAINTS PER U.P.0 R-10 RIDGID FOAM INSULATING PAD WATER HEATER DETAIL SCALE: NONE y \IZ / / / I RliLt C PIPING VOLUME AND M) NOMINAL PIPE SIZE (inches) VOLUME (liquid ounces per foot length) 114 0.33 5f16 0.5 318 075 112 1.5 518 2 314 3 718 4 1 5 1114 8 11/2 11 2 or larger 18 i------------------------------------ ;Water supply lines she ------------------------------------- WC WC WC TRAP I_ "J PRIMER = n LAV \ �I LAV J LAV SINK \ / I WC FD ::E WC TRAP MAIN ST COMMONS EAST BLDG FIXTURE SCHEDULE PIPE SIZES FIXTURE UNITS FIXTURE CITY DESCRIPTION WATER WATER WASTE WASTE COLD HOT WASTE VENT VAU LE TOTAL VALUE TOTAL Kohler Floor Mount W / Sloan 39101681.28 gpf 40/30/20 Water Closet 5 Flush Valve 1" * 3" 2" /15/10 115 4 20 Urinal 1 Kohler Dexter 5452-ET W/ Sloan 3912633 0.125 gpf 3/4" * 2" 1-1/2" 20/15/10 20 2 2 Flush Valve /s/5 Kohler 2005-0 Wall Mount / Delta 523LF-HGMHDF Lavatory 3 1/2" 1/2" 2" 1-1/2" 1 3 1 3 0.5 GPM Lav Faucets Elkay LR2522 25x22 Stainless Steel Drop in W/ Breakroom Sink 1 1/2" 1/2" 2" 1-1/2" 1.5 1.5 2 2 Chicago 786-ABCP Faucet Floor Drain 2 Sioux Chief Finish Line 832-2PNR Floor Drain 1/2" * 2" 1-1/211 0 0 0 0 Hot Water Tank 1 AO Smith ENT-50 50gal 4.5kw 240v Water Heater 3/4" 3/4" * * 0 0 0 0 W/CircPump 139.5 1 1 27 WATER PIPE SIZE ( SIZED PER UPC 2018 TABLE 610.4) 1-1/2" WATER @ 40-60 PSI =151 WFU WASTE & VENTING PIPING SHALL BE: ABS OR PVC PIPE AND DOMESTIC WATER PIPING SHALL BE: COPPER OR PEX PIPE ALL DOMESTIC WATER PIPING WILL BE INSULATED IN ACCORDANCE WITH WASHINGTON STATE 2018 ENERGY CODE WASTE PIPE SIZE ( SIZED PER UPC 2018 TABLE 702.1) 2" VERTICAL 3" HORIZONTAL VTR 4" SANITARY STUB TO 5' OUTSIDE OF BLDG General Notes 558 (EAST BL No. Revision/Issue Date Firm Name and Address STATE MECHANICAL 8706 S 222ND ST KENT, WA 98051 Project Name and Address MAIN STREET COMMONS EAST BUILDING 550 MAIN ST EDMONDS WA 98020 G RECE V Feb 22 20 2 DEVELOPMENT SER Project ENT MXIN STREET COMMONS Sheet EAST BUILDING P 1 0 Date • FEBRUARY 17, 2022 Scale NONE J1