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APPROVED- PLN RAINBOW BLD2021-0756+Building_Elevations+3.14.2022_8.19.57_AM+2734530 - APPROVED (1)13 12 10 9 8 7 6 5 + 3 2 + 13(A41 .51 A4.01 A4.5� A4.52 T Dn mmm=��� FLON �01 Mmi IMI All 0 lion s�LL'' 1 _ �1/I '11", i I I I 111 11 K > IIII fI K > III -II fI K 6. 1 min !TE7 NEI i T T T T T 0 S5 S4 -12 1 NORTH ELEVATION I 1/8" = 1'-0" C� z 0 J N 5i Of w LL 0 u, In 0 n A Q MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST L MAINTAIN 10' MINIMUM CLEARANCE K H CLEARANCE; MAINTAIN 3' FROM EXHAUST @ ALL MECHAINCAL MINIMUM CLEARANCE FROM AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. EXHAUST Q 2 EAST ELEVATION 1/8" = 1'-0" E-21 �\V-,E-3 E-17� CG ZONE MAX HEIGHT 7 ' ABOVE GRAD PLANE 9OL 173'- ` Sim CATEGORY A o - Ln +SHEET+ 11 7 �, i KEYNOTES A7.22 OF ALCS - TOP OF PLATE oL ❑ 0 B E-22 L I--- 0❑ ❑ 0❑ P 12 11 P LEVEL 6 h � 2 � _ I A7.22 157' - 2" I I I / z LEVEL 5 � i 1 0 147' 0 3/4" L, A7.22 e Ln ¢ m ❑0 �<�B ❑� _-- 0❑ 0❑ B DID o w w � LL.n _ ❑ e !_LU ❑❑❑ v Q z o O LU LU Q O L m U Ln p e w Z- g vai o LEVEL 4 oL LL O ¢ 136' - 11 1- 11 1 /2" J_ I w 0 in n g O cO = o ❑0 B ❑� --- i 0❑ 0❑ B 0❑ > Ln w `n w w LU ❑� e NX _ �❑ - �❑ LU A 1 LU z w Q o _ _ '-'-' o > � r l _ G m _ LEVEL 3 I I I A7.22 �n cn w ❑0 B ❑I1 --- / 0❑ 0❑ B 8 0❑ o vl Un oo 20 N L o c:l B o A NO MA AImm A A7.22 q A7.24 ^ o o \ Q N - LL LL LEVEL 2 � Ln w- - - 116'-9-"01 MIR Ln 4 1 24'-3" c� ,,��� AVE p E-14� E-2 = LLt�__L LILLtL _ J 02 LEVEL 91 -� - - - PEDESTRIAN - - - OPEN TO GARAGE PLANTER - - AVE GRADE (IBC) �v' -TRH �OIL MECHANICAL EXHAUST CLEARANCE; MECHANICAL INTAKE CLEARANCE; 99' - 4 3/4" MAINTAIN 3' MINIMUM CLEARANCE Q MAINTAIN AVE GRADE (ZONING) FROM ALL BUILDING OPENINGS, TYP. 1 O' MINIMUM CLEARANCE FROM 98' - 9" EXHAUST @ ALL MECHAINCAL AIR INTAKES, TYP. - - - LEVEL P1 OL 91,-0",,' nF nE nD ML \ A AIR INTAKE, PER 1U-0"MIN MECHANICAL FROM EXHAUST, TYP. 0 CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' - 9" GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEETA12.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. S. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO A0.11 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. 10. WALL FLASHING LINES ADDED. 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE DIAGRAM DETAILS 3 & 4 ON SHEET A3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW C. NOT LESS THAN 10-FT TO AN OPENABLE WINDOW OR DOOR d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER B. WALL MOUNTED TYPE 11 KITCHEN EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE. C. ENVIRONMENTAL EXHAUST LOUVERS: a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER. KEYNOTE - ELEVATIONS CATEGORY A - SUBSTRUCTURE (FOUNDATIONS AND BASEMENT CONDITIONS) SHEET KEYNOTES E-1 FIBER CEMENT PANEL - 1A (WHITE) E-2 FIBER CEMENT PANEL 1 B (GREY) E-3 FIBER CEMENT PANEL - 2 (VERTICAL) E-4 FIBER CEMENT PANEL LAP SIDING - 3A (KAHKI BROWN) E-5 FIBER CEMENT PANEL LAP SIDING - 3B (COBLE STONE) E-9 VINYL WINDOW E-10 TPO SLOPED ROOF E-12 ALUMINUM FRAMED STOREFRONT WINDOW SYSTEM E-14 STEEL CANOPY -17 U U I G, " MI EI T A.F.F. E-21 UNIT EXHAUST & LOUVER E-22 UNIT VTAC & LOUVER (AIR INTAKE) ELEVATION LEGEND ---------- EXHAUST 10'-0" CLEARANCE FROM AIR INTAKE EXHAUST 3'-0" CLEARANCE FROM OPENABLE DOORS & WINDOWS +104' (384') +101 ' (381 ') DATUM POINT +100' (380') GROUND FLOOR (+1') GROUND FLOOR (-2') TOP OF MANHOLE COVER ROOF cALCS -TOP of PLATE h 166' -1 3/�4" PROPERTY LINE +103' (383') _ GROUND FLOOR B +102.5 C m 00 LEVEL 157'-2 - - a +102 E-9 - - - - - - - - - - - - - - - ---® - _ -- -- A t0 O +104 00 18.5 LEVEL 5 oL 147'-03/�4" HEIGHT CALCS w U m - A to B = [(104 + 102.5)/2] x 93.6 = 9,664.2 rn 1.3 ? N B to C = [(102.5 + 102)/2] x 74.4 = 7,607.4 6'- o" o o Y o C to D = [(102 + 102)/2] x (3.8 + 18.5) = 2,274.6 0 z 00 D to E = [(102 + 97.5)/2] x (10.3 +1.3+48.5+3.0) = 6,294.2 - o _ N 0 - _ LEVY 136' - 11 1/2" E to F = [(97.5 + 94.25)/2] x (73.6) = 7,056.4 NOTE: AVERAGE GRADE PLANE 1 o F to G = [( )] ( ) 94.25 + 95.75 /2 x 47 + 8.6 = 5,282 MARKERS ARE SET AT LOWEST POINT = w v C)G LnLU v j to H = [(95.75 + 97)/2] x (68.9 + 8.6) = 7,469.1 BETWEEN THE BUILDING AND THE LOT (D +101.5 LINE OR WITHIN 6' OF THE BUILDING o H to I = [(97 + 98)/2] x (75) = 7,312.5 B A 3.0 o � 1 - I to J = [(98 + 101.5)/21 x (67.6) = 6,743.1 0 B LEVEL 3 J to A = [(101.5 + 104)/2] x (68.7) = 7,058.9 � LU 126' - 10 1/4"oL I AVE GRADE = (9,664.2 + 7,607.4 + 2,274.6 + 6,294.2 + E 0 ` 7,056.4 + 5,282 + 7,469.1 + 7,312.5 + 6,743.1 + 7,058.9) 1 +97.5ZD I CD o / 671.4 = 99.4 (99'4 3/4") PROPOSED LEVEL 116'-9" BUILDING PERMIMETER: 93.6 + 74.4 + 3.8 + 18.5 + 10.3 BUILDING AREA ,q+ 1.3 + 48.5 + 3.0 + 73.6 + 47 + 8.6 + 68.9 + 8.6 + 75 + ° m 67.6 + 68.7 = 671.4 �I I I 75.0 68.9 47.0 1 LEVEL zt 102' - 9" AVE GRADE (IBC) h 99' - 4 3/�4" AVE GRADE (ZONING) h 9898' - 9" I � I H +98 +97 #:� GRADE PLANE DIAGRAM - 2015 IBC J 3/64" = V-0" I 0" 6'-0" o �I G +95.75 D +102 A +99' (379') % GROUND FLOOR (-4') +98' (378') I +97' (377') I� +96' (376') +95' (375') +94' (374') F +94.25 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND1 OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED March 24, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC APPROVED BY PLANNING 90 Apr 07 2022 lD CD 00 C1 z to O 0 Z z O� Q G 0 vi W C) 0 z z LL O O 2 J LU LU IY O � � z O ; �oo CD o O� O N J _ o O CD= z N z w Q N Q 0- REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 E 03.09.22 Mech. Comments #05 RESUB Mar 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT bldd2021-0756 BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2O 3 4 5 6 Q 7O 8 MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST MAINTAIN 10' MINIMUM CLEARANCE CLEARANCE; MAINTAIN 3' 1 FROM EXHAUST @ ALL MECHAINCAL MINIMUM CLEARANCE FROM A4.01 AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. 4 - ' E-4 ' E 2 � 'E-21 in- ' r ' 1 ► -li ' r ► _ E-22� - - _ �� �_ i' _ "�' _ B F011ix� '� _ i A i'� i q x A / I 1 I 1 ► 1 11 i B �� B i x --_ �� ALl �' �� i A �� 'x\� A -- x' q e x x \x' / / w r= FN LIU El Fi - NO] FF___ 71 Ne - B - B aB A x e AL11 x A x A i e e i i i i e � il B>' B z:: \ __ A x L - E-14 q q I / \\ / \► x 1 i A4.51 I I IAJ I EXHAUS 3, 0„� - - - i - I - - - - - �/ -CMU CONTROLJOINT 4 EXHAUST ��___ E 2 Q E 2 � /� CANTILEVEf EXHAUST '-------- - GRADE BACKFILL UNDER CANTILEVERED SLAB, PER CIVIL 2 SOUTH ELEVATION 1 /8" = 1'-0" A OB MECHANICAL EXHAUST C OD E CLEARANCE; MAINTAIN 3' MINIMUM CLEARANCE FROM ALL BUILDING OPENINGS, TYP. I I I INTAKE AC 7 WEST ELEVATION L 1 /8" = 1'-0" A MECHANICAL INTAKE CLEARANCE; t MAINTAIN 10' MINIMUM \ 9 10 12 13 ELEVATOR OVERRUN,-'- CIS ZONE MAX HEIGHT 75 A VE GRADE PLANE �, ` 173' - 9" Ln - , r ► Ln RQDF CALCS - TOP OF PLATE ` P A A x\ 12 A7.23 Ll 00 LEVEL 6 ► I 157' - 2" imen mill Ell NO III Elgin E 11 11�1 �11 N" Eon rE I 11 MME E —v CMU CONTROLJOINTZ4 1 CG ZONE MAX HEIGFJT 75' ABOVE GRADE PLANE 173' I CANTILEVERED SLAB 1- RpO�LC$ -TOP PLATE �� 166' - LEVEL oL 157' - 2" _LEVEL 5 � 147' - - v � o � LU LU _ m _ LEVEL 4 0 136' - 11 In J Q o � -LEVEL 3 OL 126' -10 10 1 /4" LEVEL 2 � 116' 9" 0 _ LEVEL 1 h 102'�9" r AVE GRADE (IBC) OL LEVEL 147' - 0 3/4" GENERAL NOTES — EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEETA12.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. S. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO A0.11 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. 10. WALL FLASHING LINES ADDED. 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE DIAGRAM DETAILS 3 & 4 ON SHEET A3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW C. NOT LESS THAN 10-FT TO AN OPENABLE WINDOW OR DOOR d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER B. WALL MOUNTED TYPE II KITCHEN EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE. C. ENVIRONMENTAL EXHAUST LOUVERS: a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER. KEYNOTE - ELEVATIONS E-1 FIBER CEMENT PANEL - 1A (WHITE) E-2 FIBER CEMENT PANEL - 1 B (GREY) E-3 FIBER CEMENT PANEL - 2 (VERTICAL) _ E-4 FIBER CEMENT PANEL LAP SIDING - 3A (KAHKI BROWN) - � E 9 VINYL WINDOW M _ LEVEL oL 0 136' - 11 1/2" E-10 TPO SLOPED ROOF � Q E-14 STEEL CANOPY � � E-21 UNIT EXHAUST &LOUVER E-22 UNIT VTAC & LOUVER (AIR INTAKE) o � LEVEL 3 126 - 10 1/4 ELEVATION LEGEND EXHAUST 10'-0" CLEARANCE LEVEL 2 FROM AIR INTAKE 116'-9" EXHAUST 3-0" CLEARANCE FROM OPENABLE DOORS & WINDOWS AVE GRADE (ZONING) 98' - 9" CMU CONTROLJOINT 4 LEVEL E NOTE: ALL UNIT EXHAUST OCCUR AT LEVEL 2 OR HIGHER AND ARE LOCATED OVER 10'-0" ABOVE GRADE WHERE DISCHARGING TOWARDS A WALKWAY. ui MECHANCIAL AIR EXHAUST @ RESIDENT UNIT, TYP (LOCATE NOT LESS THAN 3'-0 TO AN OPENABLE WINDOW OR ABOVE AN AIR INTAKE LOUVER. LOCATE NOT LESS THAN 10'-0" TO AN AIR INTAKE) OPERABLE WINDOW, TYP SEE GENERAL NOTE MAE1d011.4"17L�ii CLEARANCE REQUIREMENTS O - MECHANCIAL AIR <INTAKE @ UNIT VTAC, TYP LEVEL 116'-9" 10'-0" MIN MIN HORIZONTAL�10'-0" MIN-0" MIN SEPARATION FROM AIR INTAKE LOUVERS 3 TYP EXHAUST CLEARANCE DIAGRAM 1/8" = 1'-0" SEE GENERAL NOTE #11 FOR EXHUAST OPERABLE WINDOW, MECHANCIAL AIR CLEARANCE TYP INTAKE @ UNIT REQUIREMENTS VTAC, TYP MECHANCIALAIR 8 EXHAUST @ RESIDENT UNIT, TYP ' OPERABLE WINDOW, 0 o TYP NOTE: WINDOWS - �- 'G' ARE FULLY FIXED ` WINDOWS i - B B Lj .\ 10'-0" MIN CLR ' i 1 \ LEVEL 2 FROM OPENINGS i \ I T-0„ _ \ C i 116' - 9" INTO BUILDING AND - - " - / v or AIR INTAKE LOUVERS I \►I to I ► I " 3' 0 I-_-------� \ - o ' - 9 - - �' \\ LU o ` `\ :i // AIR INTAKE, PER TRASH ROOM \ w EXHAUST, PER MECHANICAL EXHAUST FAN MECHANICAL O fn �� m ' `� r, O Q ► �' 1 KITCHEN GREASE 1U-0" MIN EXHAUST FAN C?- o ► FROM EXHAUST, TYP / BUILDING STEP, SEE LEVEL KITCHEN EXHAUST, PER MECHANICAL 1 FLOOR PLAN (3'-0" MIN CLR FROM OPENINGS INTO DOOR NOT IN PLANE WITH BUILDING; 10'-0" FROM AIR INTAKE) --' GREASH EXHAUST FAN - KITCHEN AND GREASE EXHAUST CLEARANCE DIAGRAM 1 /8" = 1'-0" 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED March 24, 2022 Reviewed by: DBeck BECK &ASSOCIATES, PLLC lD N CD 00 M V) O 0 lj Z z O� >Q G W I) 0 z z L.L O O 2 J 0LU Cl:� 0 � � z O ; �oo CD O� O N J o DO O CD= N Z w Q N Q 0- REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 E 03.09.22 Mech. Comments #05 RESUB Mar 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 0 0 MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST MAINTAIN 10' MINIMUM H CLEARANCE; MAINTAIN 3' G CLEARANCE FROM EXHAUST @ ALL MINIMUM CLEARANCE FROM MECHAINCAL AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. E-1 F CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' 9" 0- 1' ONE 1011 E 101 Will 9 mom E Ion MM IMMIN mom in No MINI IN 11311 Is ------------------- COURTYARD EAST ELEVATION 1/8" = 1'-0" A MECHANICAL EXHAUST MECHANICAL INTAKE MECHANICAL EXHAUST 0 CLEARANCE; MAINTAIN 10' CLEARANCE; MAINTAIN 3' MINIMUM CLEARANCE FROM F G MINIMUM CLEARANCE FROM H EXHAUST @ ALL MECHAINCAL AIR ALL BUILDING OPENINGS, TYP. INTAKES, TYP. QTLU Cr C =, ROOF CALCS -TOP OF PLATE OL r Cr166' "' - 1 3/4" E 00 E-22 LEVEL 6 � 0 LEVEL 5 � 147' - 0 — _ — LEVEL 4 136' - 11 0 — LEVEL 3 � 126' - 10 0 CLEARANCE; MAINTAIN 3' 6 7 $ MINIMUM CLEARANCE FROM ALL BUILDING OPENINGS, TYP. E-9 1 -- - ELEVATOR OVERRUN (G 11 MECHANICAL 11 CLEARANCE; M. MINIMUM CLE/ EXHAUST @ AL AIR INTAKES, T` - LEVEL 2 L 11616' - 9" MANN -110 "T mom , , ME FA a I M=�_ Z04 p ME I 10 1 0. 1 of W! SOMME 10A "Aft I Mom, III ME= Moll ONE�E F Ell ME IM01 14 FE Iffilow- III no�olim MINNIE irom � COURTYARD SOUTH ELEVATION J 1/8" =7 PARKING GARAGE ELEV - B 1/8" = 1'-0" Q PARKING GARAGE ELEV -A V 1/8" = 1'-0" GRADE PLANE 0L 173'-9"� TOP OF PLATE � 166' - 1 3/�4" LEVEL — 157' - 2" LEVEL - 147' - 0 3/4" LEVEL - 136' LEVEL 126' - 10 1 /4" LEVEL 116'-9" _ E-9 _ CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h L 173' - 9" e� 61 MMM MI 11 EI]EM-1111 nil�l IMI 101is 11�JENJ moomm, INN MIC �2-1111pp INII 1, MINI Inli 111�11L3 MEE I mm IF, N�' M V, 4 Nh1I ul -0 FMOMM 7 COURTYARD WEST ELEVATION L 1/8" = 1'-0" LO in ROOF CALCS -TOP OF PLATE oL 166' - 11 3/4" M v 0 LEVEL 6 � 157' - 2" LEVEL 5 � 147' LEVEL 4 L 136' - 11 11 1 /2" GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET Al2.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 5. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO A0.11 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND STTO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. 10. WALL FLASHING LINES ADDED. 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE DIAGRAM DETAILS 3 & 4 ON SHEET A3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW C. NOT LESS THAN 10-FT TO AN OPENABLE WINDOW OR DOOR d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER B. WALL MOUNTED TYPE 11 KITCHEN EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE. C. ENVIRONMENTAL EXHAUST LOUVERS: a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER. KEYNOTE - ELEVATIONS LEVEL 3 oL 126' - 100 1/4" E-1 FIBER CEMENT PANEL - 1A (WHITE) E-2 FIBER CEMENT PANEL - 1 B (GREY) E-9 VINYL WINDOW Q�E-21 UNIT EXHAUST & LOUVER E-22 UNIT VTAC & LOUVER (AIR INTAKE) _LEVEL 2 � 1166' - 9" ELEVATION LEGEND EXHAUST 10'-0" CLEARANCE FROM AIR INTAKE $ 7 6 EXHAUST 3'-0" CLEARANCE FROM OPENABLE DOORS & WINDOWS — — — — CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' - 9" 110110110011 mom on IN IN 1 EM 1 JIM mmimm A MISSION 0 - MEN I MEE — LEVEL 1 L 102'�9" COURTYARD NORTH ELEVATION 1/8" = 1'-0" LEVEL 1 h 102'-99"" AVE GRADE (IBC) 99' - 4 3/44"" D C 2 A4.52 F CALCS - TOP OF PLATE h 166' - 1 3/4" 1#1� oil ; O LEVEL 157' - 2" — LEVEL 147 0 3/4" — LEVEL 136-11 — LEVEL 126' - 10 1 /4" LEVEL 2 h 116'-9" B A CG ZONE MAX HEIGHT 75' ABOVE GRADE PLAN 1-73- 9" ROOF CALCS - TOP OF PLAT 1 3/4" IN LEVEL 157' - 2" 6 6TH FLOOR DECK - C 1/8" = 1'-0" Q 6TH FLOOR DECK - B J 1/8" = 1'-0" APPROVED PLANS MUST REMAIN ON SITE AX HEIGHT 75' ABOVE GRADE PLANE 173'-99"" ROOF CALCS - TOP OF PLATE 166' - 11 3/4" LEVEL 6 oL 157'-2-2" EXHAUST VENTS ADDED TO ELEVATIONS 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED March 24, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC 0 00 LA 0 o 0 Z z oUq 0 L/1 W O Q J . 10� O >W V > O w > V) CO J 0 8 O� O 0 0 _ oDO = O Z N z � of QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 E 03.09.22 Mech. Comments #05 RESUB Mar 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 En 0 n 0 N T- 0" 4' 6" 2' 6" T Ul 4'-6" 4'-6" T 0 N 0 fY'1 0 N 2'-6" C O O O En ELEVATIONS - EXTERIOR WINDOW TYPES 1/2" = 1'-0" a 2'- 0" FIRE PROTECTED RATING GLAZING 45 MIN: G L-42 45 MIN FIRE RATED WINDOW FRAME ELEVATIONS - INTERIOR WINDOW TYPES 1 /2" = 1'-0" -OMITTED - 2'-6" v F, In 4'-6" Ln Ln g 4'-6" 2'-6" 411 F, In E TYP T- 0" ■ WINDOW DETAIL KEY IN GENERAL NOTES - WINDOWS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE SAFETY GLAZING AS REQUIRED TO MEET BUILDING CODE SECTION 2406. 3. FOR WINDOWS IN TYPE A UNITS USED TO MEET NATURAL VENTILATION OR EMERGENCY EGRESS, ALL WINDOWS IN COMMON AREAS AND ALL WINDOWS IN ACCESSIBLE UNITS, ENSURE THAT ALL OPERABLE PARTS ARE WITHIN REACH RANGE, OPERABLE WITH A CLOSED FIST AND USING MAXIMUM PRESSURE OF NO MORE THAN 5 LB. 4. ALL WINDOW DIMENSIONS ARE TO EDGE OF FRAME (NOT INCLUDING FLANGES) UNLESS NOTED OTHERWISE. 5. GLAZING IDENTIFIED WITH 'T' TO BE TEMPERED. 3'-0" SAFETY GLASS CRITERIA DIAGRAM, TYP z LD z :D Z) z �'a � a to �o HEADER )UGH NING ''-X WOOD FRAMING )UGH NING PROVIDE SAFETY GLAZING IN ACCORDANCE WITH CODE SECTION 2406, AS FOLLOWS: A. ALL DOORS B. ALL FIXED PANELS THAT FALL WITHIN A 24" ARC OF ANY DOOR AND WITHIN 60" OF THE FLOOR C. OUTBOARD AND INBOARD LITES TO BE SAFETY GLAZING IN OPENINGS REQUIRING IT. EXCEPTION IS OUTBOARD PANES DO NOT NEED SAFETY GLAZING WHERE BOTTOM EDGE IS 25' OR MORE ABOVE WALKING SURFACE/ROOF. D. WINDOWS MEETING ALL OF THE FOLLOWING: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET (0.84 mz) 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (457 mm) ABOVE THE FLOOR 3. THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES (914 mm) ABOVE THE FLOOR 4. ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES (914 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. S. EACH SAFETY GLAZING LITE TO HAVE BOTH INTERIOR AND EXTERIOR PANES OF GLASS AS SAFETY GLAZING. EXCEPTION: BOTTOM EDGE 25' OR MORE ABOVE WALKING ROOF OR WALKING SURFACE NOTE: 1. WALLAND WINDOW FRAMING PER STRUCTURAL TYPICAL WINDOW FRAMING DETAIL @ 1-HOUR WALL 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED March 24, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC lD N O 00 Cr z to O 0 lj Z z O� >Q G W C) 0 z z LJL O O 2 J O z O; LLj00 CD 8 O� O N J o _ � o CD= Z Q N z w N Q 0- REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 RESUB Mar 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WINDOW TYPES & WINDOW SCHEDULE CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470