Loading...
HomeMy WebLinkAboutP_Architectural_Floor Plans_210810_v1UP UP 1 A4.02 1 A4.01 1 A4.03 1 A4.04 539.80 SF R/R 46.28 SF FIRE 216.93 SF ELEC. PLE PLNW PLS PLW PB PA PC PD PE PF 338.75' A7.02 1 A7.01 1 A7.03 4 MAILROOM27' - 2"40' - 0 5/8"26' - 2"39' - 0" N STAIR RETAIL A 334.43' 335.38' 338.75' 338.75' RETAIL B LOBBY / LEASING BACK OF HOUSE OFFICE S STAIR 77' - 1 1/2"17' - 2 3/4"28' - 4 3/4"18' - 8" 8' - 0" 27' - 2" 12' - 0" 24' - 0" 338.75' 335.75'334.00' 4 8 ' - 7 1 /4 " 31' - 0"65' - 10"8' - 7 3/8"WATER PARKING BIKE ROOM A BIKE ROOM B EQ-5 SECURED PARKING PG 338.75' ENTRY VESTIBULE GN-9 GN-9 GN-9 V A N EQ-2 EQ-2 SP-4 SP-3 MB-1 MB-2 MB-2 DR-1 SP-8 SP-3 SP-3 FN-1 FN-1 338.26' GATE TO R/R 12' - 0" P1 P2 P3 P4 P5 P6 P7 P8 P9P0 30' - 2 1/2"16' - 2 3/4" 11' - 7"35' - 10 3/4"9' - 8 1/2"76' - 1 1/2"18' - 2 3/4" 10' - 1 1/2" 18' - 3 1/4" 226' - 4 1/2" 335.50' 334.00'DRIVE AISLE WIDTH24' - 0"7' - 6"12' - 0"DRIVE AISLE WIDTH24' - 0"DRIVE AISLE WIDTH24' - 0"8' - 4"15' - 0"1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITE FEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00 FOR SITE PLAN INFORMATION. 2.THIS DRAWING IS INTEDED TO SHOW BUILDING SHELL ONLY. SEE ENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONAL INFORMATION. 3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORE LINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABS AND SLABS ON GRADE. ALIGN THESE JOINTS WTIH OPEN JOINTS IN UNIT PAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BY LOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE AND ACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISE APPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDING EXITS. FLOOR PLAN GENERAL NOTES: 5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDING WHERE REQUIRED BY LOCAL FIRE DEPARTMENT. 6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION AT INTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRY COURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TO ILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATION LEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILD CONTRACTOR. 7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ. 8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURES AT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVING TRAFFIC. SEE DETAIL 4/A8.01 © 2021 GROUPARCHITECT, INC. ALL RIGHTS RESERVED SHEET TITLE: PROJECT No. CHECKED: DRAWN: REVISIONS CLIENT: PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE: SHEET DATE: ISSUE: HARRINGTON REDEVELOPMENT 960 HARRINGTON AVE. NE, RENTON, WA 98056 ZARNOOR ASSOCIATES LLC PROJECT ISSUES: SITE PLAN REVIEW 08/04/2021 8/10/2021 10:44:16 AM LEVEL 1 FLOOR PLAN A2.01 1922 BJP KJS 08/04/21 SITE PLAN REVIEW SUBMITTAL SCALE: 1/8" = 1'-0"A2.01 LEVEL 1 FLOOR PLAN 1KEYNOTES DR-1 OVERHEAD COILING DOOR - SEE ____ EQ-2 ELECTRIC VEHICLE CHARGING STATION EQ-5 MECHANICAL CAR PARKING SYSTEM - SEE A0.15 FN-1 SECURITY FENCE GN-9 CANOPY ABOVE MB-1 RESIDENT MAILBOXES PER USPS REQ'TS MB-2 PARCEL LOCKERS PER OWNER. ALL OPERABLE PARTS TO BE WITHIN ACCESSIBLE REACH RANGES SP-3 ACCESSIBLE PARKING SIGN - SEE_____ SP-4 ACCESSIBLE VAN PARKING SIGN - SEE_____ SP-8 RESTRICTED PARKING SIGN - "USPS PARKING ONLY 9AM - 5PM" 1 8 DNDN UP 1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITE FEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00 FOR SITE PLAN INFORMATION. 2.THIS DRAWING IS INTEDED TO SHOW BUILDING SHELL ONLY. SEE ENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONAL INFORMATION. 3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORE LINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABS AND SLABS ON GRADE. ALIGN THESE JOINTS WTIH OPEN JOINTS IN UNIT PAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BY LOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE AND ACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISE APPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDING EXITS. FLOOR PLAN GENERAL NOTES: 5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDING WHERE REQUIRED BY LOCAL FIRE DEPARTMENT. 6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION AT INTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRY COURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TO ILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATION LEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILD CONTRACTOR. 7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ. 8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURES AT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVING TRAFFIC. SEE DETAIL 4/A8.01 1 A4.02 1 A4.01 1 A4.03 1 A4.04 PLE PLNW PLS PLW PB PA PC PD PE PF CONFERENCE ROOMFITNESS M RR W RR 18' - 8"8' - 0"27' - 2"12' - 0"25' - 0"77' - 1 1/2"17' - 2 3/4"28' - 4 3/4" 4 8 ' - 7 1 /4 " 31' - 0"65' - 10"8' - 7 3/8"RETAIL A RETAIL B PG OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW SECURED PARKING R/R N STAIR PARKING WATER ELEV GEN SET ROOM PF-9 EQ-5 OPEN TO BELOW MECH GN-10 MAINT SHOP S STAIR OPEN TO BELOW EQ-6 FN-2 FN-1 P1 P2 P3 P4 P5 P6 P7 P8 P9 30' - 2 1/2"16' - 2 3/4" 11' - 7"35' - 10 3/4"9' - 8 1/2"76' - 1 1/2"18' - 2 3/4" 10' - 1 1/2" 18' - 3 1/4" 226' - 4 1/2" P0 © 2021 GROUPARCHITECT, INC. ALL RIGHTS RESERVED SHEET TITLE: PROJECT No. CHECKED: DRAWN: REVISIONS CLIENT: PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE: SHEET DATE: ISSUE: HARRINGTON REDEVELOPMENT 960 HARRINGTON AVE. NE, RENTON, WA 98056 ZARNOOR ASSOCIATES LLC PROJECT ISSUES: SITE PLAN REVIEW 08/04/2021 8/10/2021 10:44:20 AM LEVEL 2 FLOOR PLAN A2.02 1922 BJP KJS 08/04/21 SITE PLAN REVIEW SUBMITTAL KEYNOTES 1 8 SCALE: 1/8" = 1'-0"A2.02 LEVEL 2 FLOOR PLAN 1 EQ-5 MECHANICAL CAR PARKING SYSTEM - SEE A0.15 EQ-6 GENERATOR FN-1 SECURITY FENCE FN-2 +72" HIGH METAL FENCE W/ METAL PICKETS GN-10 CANOPY BELOW PF-9 HI/LOW DRINKING FOUNTAIN UPDN 785.55 SF B.1 601.27 SF A.2 803.07 SF B.1 744.57 SF B.2 803.07 SF B.1 599.66 SF A.1 1065.49 SF C.6 1053.47 SF C.3 1039.48 SF C.2 771.01 SF B.3 1089.23 SF C.1 1099.23 SF C.4 1 A4.02 1 A4.01 1 A4.03 1 A4.03 1 A4.04 1 1 2 2 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 3' - 10 3/4" 7' - 11" 3' - 10 1/2" 9' - 5 3/4" 11' - 6 3/4" 9' - 5 1/2" 21' - 11 1/2"21' - 6 1/4" 9' - 1" 8' - 5" 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 14 14 16 16 15 15 A B C D G H I J K L M N O P PLE PLNW PLS PLS PLW 821.05 SF B.1 A7.02 2 A7.01 2 1071.96 SF C.5 28' - 0" 9' - 8"10' - 8" 22' - 4"19' - 11 1/2" 12' - 10 3/4" 7' - 11" 13' - 1 1/2" 10' - 4" 11' - 4 1/2" 9' - 5" 11' - 4 1/2" 8 1/2" 9' - 2 3/4"12' - 3 1/2" 17' - 6" 12 12 13 13 1a 1b 1c Aa Ba Ca Da Ea Fa Ga 5' - 1 1 /2" 15 ' - 0 "Q 21' - 3 3/4"12' - 6 1/2"21' - 8"15' - 0"23' - 3 3/4"14' - 0"5' - 0"2' - 0"6' - 8 1/2"12' - 11 1/4"18' - 1 3/4"2' - 3 1/2"3' - 4 1/2"2' - 6"20' - 0 1/4"7' - 8 1/2"3' - 11 3/4"5' - 2"2' - 0"2' - 0"93' - 10"158' - 5 1/2" 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 15' - 8 1/4" 21' - 0 1/2" 9' - 5 1/2" 12' - 6 3/4" 9' - 4 3/4" 27' - 7 3/4"7' - 2"2' - 0"7"1' - 5"38' - 3" 5' - 1 1 /2"36' - 5 1/2"10' - 6 1/4"12' - 6"6' - 2"10' - 11"11' - 0"16' - 10"23' - 0 1/4"6' - 2"21' - 11"16' - 10" 7"1' - 5" 2' - 0"104' - 4 3/4" ST-11 ST-11 ST-7ST-7 ST-7 ST-7 ST-7 ST-7 ST-7 MS-4 MS-4 HV-16 1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITE FEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00 FOR SITE PLAN INFORMATION. 2.THIS DRAWING IS INTEDED TO SHOW BUILDING SHELL ONLY. SEE ENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONAL INFORMATION. 3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORE LINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABS AND SLABS ON GRADE. ALIGN THESE JOINTS WTIH OPEN JOINTS IN UNIT PAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BY LOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE AND ACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISE APPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDING EXITS. FLOOR PLAN GENERAL NOTES: 5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDING WHERE REQUIRED BY LOCAL FIRE DEPARTMENT. 6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION AT INTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRY COURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TO ILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATION LEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILD CONTRACTOR. 7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ. 8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURES AT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVING TRAFFIC. SEE DETAIL 4/A8.01 © 2021 GROUPARCHITECT, INC. ALL RIGHTS RESERVED SHEET TITLE: PROJECT No. CHECKED: DRAWN: REVISIONS CLIENT: PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE: SHEET DATE: ISSUE: HARRINGTON REDEVELOPMENT 960 HARRINGTON AVE. NE, RENTON, WA 98056 ZARNOOR ASSOCIATES LLC PROJECT ISSUES: SITE PLAN REVIEW 08/04/2021 8/10/2021 10:44:25 AM LEVEL 3 FLOOR PLAN A2.03 1922 BJP KJS 08/04/21 SITE PLAN REVIEW SUBMITTAL SCALE: 1/8" = 1'-0"A2.03 LEVEL 3 FLOOR PLAN 1 1 8 KEYNOTES HV-16 TYPE 1 EXHAUST SHAFT PER MECH DWGS (2HR MIN. WALLS) MS-4 CORRIDOR PRESSURIZATION SHAFT (2HR MIN. WALLS) ST-7 PRIVATE PATIO, TYP ST-11 PLANTINGS PER LANDSCAPE PLANS DN UP 1 A4.02 1 A4.01 1 A4.03 1 A4.04 1 2 3 4 5 6 7 8 9 10 11 14 1615 A B C D G H I J K L M N O P PLE PLNW PLS 12 13 1a 1b 1c Aa Ba Ca Da Ea Fa Ga Q 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 3' - 10 3/4" 7' - 11" 3' - 10 1/2" 9' - 5 3/4" 11' - 6 3/4" 9' - 5 1/2" 21' - 11 1/2"21' - 6 1/4" 9' - 1" 8' - 5"10' - 8" 22' - 4"19' - 11 1/2" 12' - 10 3/4" 7' - 11" 13' - 1 1/2" 10' - 4" 11' - 4 1/2" 9' - 5" 11' - 4 1/2" 8 1/2" 9' - 2 3/4"12' - 3 1/2" 17' - 6" 5' - 1 1 /2"21' - 3 3/4"12' - 6 1/2"21' - 8"15' - 0"23' - 3 3/4"14' - 0"5' - 0"2' - 0"6' - 8 1/2"12' - 11 1/4"18' - 1 3/4"2' - 3 1/2"3' - 4 1/2"2' - 6"20' - 0 1/4"7' - 8 1/2"3' - 11 3/4"5' - 2"2' - 0"2' - 0"93' - 10"158' - 5 1/2" 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 15' - 8 1/4" 21' - 0 1/2" 9' - 5 1/2" 12' - 6 3/4" 9' - 4 3/4" 27' - 7 3/4"7' - 2"2' - 0"7"1' - 5"38' - 3" 5' - 1 1 /2"36' - 5 1/2"10' - 6 1/4"12' - 6"6' - 2"10' - 11"11' - 0"16' - 10"23' - 0 1/4"6' - 2"21' - 11"16' - 10" 7"1' - 5" 2' - 0"104' - 4 3/4" 785.55 SF B.1 601.27 SF A.2 803.07 SF B.1 744.57 SF B.2 803.07 SF B.1 599.66 SF A.1 1065.49 SF C.6 1053.47 SF C.3 1039.48 SF C.2 771.01 SF B.3 1089.23 SF C.1 1099.23 SF C.4 821.05 SF B.1 1071.96 SF C.5 MS-4 MS-4 HV-16 CORRIDOR MEP R/R N STAIR S STAIR 1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITE FEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00 FOR SITE PLAN INFORMATION. 2.THIS DRAWING IS INTEDED TO SHOW BUILDING SHELL ONLY. SEE ENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONAL INFORMATION. 3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORE LINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABS AND SLABS ON GRADE. ALIGN THESE JOINTS WTIH OPEN JOINTS IN UNIT PAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BY LOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE AND ACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISE APPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDING EXITS. FLOOR PLAN GENERAL NOTES: 5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDING WHERE REQUIRED BY LOCAL FIRE DEPARTMENT. 6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION AT INTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRY COURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TO ILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATION LEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILD CONTRACTOR. 7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ. 8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURES AT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVING TRAFFIC. SEE DETAIL 4/A8.01 © 2021 GROUPARCHITECT, INC. ALL RIGHTS RESERVED SHEET TITLE: PROJECT No. CHECKED: DRAWN: REVISIONS CLIENT: PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE: SHEET DATE: ISSUE: HARRINGTON REDEVELOPMENT 960 HARRINGTON AVE. NE, RENTON, WA 98056 ZARNOOR ASSOCIATES LLC PROJECT ISSUES: SITE PLAN REVIEW 08/04/2021 8/10/2021 10:44:29 AM LEVEL 4 FLOOR PLAN A2.04 1922 BJP KJS 08/04/21 SITE PLAN REVIEW SUBMITTAL 1 8 KEYNOTES HV-16 TYPE 1 EXHAUST SHAFT PER MECH DWGS (2HR MIN. WALLS) MS-4 CORRIDOR PRESSURIZATION SHAFT (2HR MIN. WALLS) SCALE: 1/8" = 1'-0"A2.04 LEVEL 4 FLOOR PLAN 1 DN UP 1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITE FEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00 FOR SITE PLAN INFORMATION. 2.THIS DRAWING IS INTEDED TO SHOW BUILDING SHELL ONLY. SEE ENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONAL INFORMATION. 3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORE LINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABS AND SLABS ON GRADE. ALIGN THESE JOINTS WTIH OPEN JOINTS IN UNIT PAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BY LOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE AND ACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISE APPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDING EXITS. FLOOR PLAN GENERAL NOTES: 5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDING WHERE REQUIRED BY LOCAL FIRE DEPARTMENT. 6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION AT INTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRY COURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TO ILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATION LEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILD CONTRACTOR. 7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ. 8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURES AT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVING TRAFFIC. SEE DETAIL 4/A8.01 1 A4.02 1 A4.01 1 A4.03 1 A4.04 1 2 3 4 5 6 7 8 9 10 11 14 1615 A B C D G H I J K L M N O P PLE PLNW PLS PLS PLW 12 13 1a 1b 1c Aa Ba Ca Da Ea Fa Ga Q 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 3' - 10 3/4" 7' - 11" 3' - 10 1/2" 9' - 5 3/4" 11' - 6 3/4" 9' - 5 1/2" 21' - 11 1/2"21' - 6 1/4" 9' - 1" 8' - 5"10' - 8" 22' - 4"19' - 11 1/2" 12' - 10 3/4" 7' - 11" 13' - 1 1/2" 10' - 4" 11' - 4 1/2" 9' - 5" 11' - 4 1/2" 8 1/2" 9' - 2 3/4"12' - 3 1/2" 17' - 6" 5' - 1 1 /2"21' - 3 3/4"12' - 6 1/2"21' - 8"15' - 0"23' - 3 3/4"14' - 0"5' - 0"2' - 0"6' - 8 1/2"12' - 11 1/4"18' - 1 3/4"2' - 3 1/2"3' - 4 1/2"2' - 6"20' - 0 1/4"7' - 8 1/2"3' - 11 3/4"5' - 2"2' - 0"2' - 0"93' - 10"158' - 5 1/2" 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 15' - 8 1/4" 21' - 0 1/2" 9' - 5 1/2" 12' - 6 3/4" 9' - 4 3/4" 27' - 7 3/4"7' - 2"2' - 0"7"1' - 5"38' - 3" 5' - 1 1 /2"36' - 5 1/2"10' - 6 1/4"12' - 6"6' - 2"10' - 11"11' - 0"16' - 10"23' - 0 1/4"6' - 2"21' - 11"16' - 10" 7"1' - 5" 2' - 0"104' - 4 3/4" 785.55 SF B.1 601.27 SF A.2 803.07 SF B.1 744.57 SF B.2 803.07 SF B.1 599.66 SF A.1 1065.49 SF C.6 1053.47 SF C.3 1039.48 SF C.2 771.01 SF B.3 1089.23 SF C.1 1099.23 SF C.4 821.05 SF B.1 1071.96 SF C.5 MS-4 MS-4 HV-16 CORRIDOR MEP R/R N STAIR S STAIR © 2021 GROUPARCHITECT, INC. ALL RIGHTS RESERVED SHEET TITLE: PROJECT No. CHECKED: DRAWN: REVISIONS CLIENT: PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE: SHEET DATE: ISSUE: HARRINGTON REDEVELOPMENT 960 HARRINGTON AVE. NE, RENTON, WA 98056 ZARNOOR ASSOCIATES LLC PROJECT ISSUES: SITE PLAN REVIEW 08/04/2021 8/10/2021 10:44:34 AM LEVEL 5 FLOOR PLAN A2.05 1922 BJP KJS 08/04/21 SITE PLAN REVIEW SUBMITTAL KEYNOTES HV-16 TYPE 1 EXHAUST SHAFT PER MECH DWGS (2HR MIN. WALLS) MS-4 CORRIDOR PRESSURIZATION SHAFT (2HR MIN. WALLS) 1 8 SCALE: 1/8" = 1'-0"A2.05 LEVEL 5 FLOOR PLAN 1 DN UP 1 A4.02 1 A4.01 1 A4.03 1 A4.04 1 2 3 4 5 6 7 8 9 10 11 14 1615 A B C D G H I J K L M N O P PLE PLNW PLS PLS PLW 12 13 1a 1b 1c Aa Ba Ca Da Ea Fa Ga Q 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 3' - 10 3/4" 7' - 11" 3' - 10 1/2" 9' - 5 3/4" 11' - 6 3/4" 9' - 5 1/2" 21' - 11 1/2"21' - 6 1/4" 9' - 1" 8' - 5"10' - 8" 22' - 4"19' - 11 1/2" 12' - 10 3/4" 7' - 11" 13' - 1 1/2" 10' - 4" 11' - 4 1/2" 9' - 5" 11' - 4 1/2" 8 1/2" 9' - 2 3/4"12' - 3 1/2" 17' - 6" 5' - 1 1 /2"21' - 3 3/4"12' - 6 1/2"21' - 8"15' - 0"23' - 3 3/4"14' - 0"5' - 0"2' - 0"6' - 8 1/2"12' - 11 1/4"18' - 1 3/4"2' - 3 1/2"3' - 4 1/2"2' - 6"20' - 0 1/4"7' - 8 1/2"3' - 11 3/4"5' - 2"2' - 0"2' - 0"93' - 10"158' - 5 1/2" 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 15' - 8 1/4" 21' - 0 1/2" 9' - 5 1/2" 12' - 6 3/4" 9' - 4 3/4" 27' - 7 3/4"7' - 2"2' - 0"7"1' - 5"38' - 3" 5' - 1 1 /2"36' - 5 1/2"10' - 6 1/4"29' - 7"11' - 0"16' - 10"51' - 1 1/4"16' - 10" 7"1' - 5" 2' - 0"104' - 4 3/4" 785.55 SF B.1 601.27 SF A.2 803.07 SF B.1 744.57 SF B.2 803.07 SF B.1 599.66 SF A.1 812.02 SF B.4 1053.47 SF C.3 1039.48 SF C.2 771.01 SF B.3 1089.23 SF C.1 1288.05 SF D.1 821.05 SF B.1 685.99 SF AMENITY LOUNGE MS-4 MS-4 HV-16 AMENITY DECK 1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITE FEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00 FOR SITE PLAN INFORMATION. 2.THIS DRAWING IS INTEDED TO SHOW BUILDING SHELL ONLY. SEE ENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONAL INFORMATION. 3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORE LINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABS AND SLABS ON GRADE. ALIGN THESE JOINTS WTIH OPEN JOINTS IN UNIT PAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BY LOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE AND ACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISE APPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDING EXITS. FLOOR PLAN GENERAL NOTES: 5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDING WHERE REQUIRED BY LOCAL FIRE DEPARTMENT. 6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION AT INTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRY COURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TO ILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATION LEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILD CONTRACTOR. 7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ. 8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURES AT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVING TRAFFIC. SEE DETAIL 4/A8.01 © 2021 GROUPARCHITECT, INC. ALL RIGHTS RESERVED SHEET TITLE: PROJECT No. CHECKED: DRAWN: REVISIONS CLIENT: PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE: SHEET DATE: ISSUE: HARRINGTON REDEVELOPMENT 960 HARRINGTON AVE. NE, RENTON, WA 98056 ZARNOOR ASSOCIATES LLC PROJECT ISSUES: SITE PLAN REVIEW 08/04/2021 8/10/2021 10:44:39 AM LEVEL 6 FLOOR PLAN A2.06 1922 BJP KJS 08/04/21 SITE PLAN REVIEW SUBMITTAL KEYNOTES HV-16 TYPE 1 EXHAUST SHAFT PER MECH DWGS (2HR MIN. WALLS) MS-4 CORRIDOR PRESSURIZATION SHAFT (2HR MIN. WALLS) 1 8 SCALE: 1/8" = 1'-0"A2.06 LEVEL 6 FLOOR PLAN 1 DN 1.THIS DRAWING IS INTENDED TO REFERENCE OR SHOW CERTAIN SITE FEATURES WHERE APPLICABLE REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN HERE. SEE SHEET A1.00 FOR SITE PLAN INFORMATION. 2.THIS DRAWING IS INTEDED TO SHOW BUILDING SHELL ONLY. SEE ENLARGED UNIT AND COMMON AREA PLANS FOR ADDITIONAL INFORMATION. 3.GRID PATTERNS WHERE SHOWN INDICATE LOCATION OF SCORE LINES, EXPANSION JOINTS, OR CONTRACTION JOINTS IN TOPPING SLABS AND SLABS ON GRADE. ALIGN THESE JOINTS WTIH OPEN JOINTS IN UNIT PAVERS ON PEDESTALS WHERE THE TWO MEET. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 4.PROVIDE FIRE DEPARTMENT CONNECTIONS (FDC) AS REQUIRED BY LOCAL FIRE DEPARTMENT. FDC'S SHALL BE READILY VISIBLE AND ACCESSIBLE ON A STREET FRONTAGE OR WHERE OTHERWISE APPROVED AND LOCATED AT LEAST 10 FEET AWAY FROM BUILDING EXITS. FLOOR PLAN GENERAL NOTES: 5.PROVIDE RECESSED WALL HYDRANTS AT PERIMETER OF BUILDING WHERE REQUIRED BY LOCAL FIRE DEPARTMENT. 6.PROVIDE MINIMUM 1-FOOTCANDLE EMERGENCY ILLUMINATION AT INTERIOR LOBBIES AND CORRIDORS, RESIDENTIAL AND ENTRY COURTYARDS TO PUBLIC WAY. LIGHTING FIXTURES SHOWN TO ILLUSTRATE GENERAL LIGHTING INTENT ONLY ADEQUATE ILLUMINATION LEVELS IS THE RESPONSIBILITY OF THE ELECTRICAL DESIGN-BUILD CONTRACTOR. 7.EXIT SIGNS ARE MINIMUM REQUIRED. CONTRACTOR TO PROVIDE ADDITIONAL EXIT SIGNS AS REQUIRED BY AHJ. 8.PROVIDE BOLLARDS AND/OR OTHER IMPACT PROTECTION MEASURES AT MECHANICAL/ELECTRICAL EQUIPMENT WHERE EXPOSED TO MOVING TRAFFIC. SEE DETAIL 4/A8.01 1 A4.02 1 A4.01 1 A4.03 1 A4.04 1 2 3 4 5 6 7 8 9 10 11 14 1615 A B C D G H I J K L M N O P PLE PLNW PLS PLS PLW 12 13 1a 1b 1c Aa Ba Ca Da Ea Fa Ga Q 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 3' - 10 3/4" 7' - 11" 3' - 10 1/2" 9' - 5 3/4" 11' - 6 3/4" 9' - 5 1/2" 21' - 11 1/2"21' - 6 1/4" 9' - 1" 8' - 5"10' - 8" 12' - 10 3/4" 7' - 11" 13' - 1 1/2" 10' - 4" 11' - 4 1/2" 9' - 5" 11' - 4 1/2" 8 1/2" 9' - 2 3/4" 12' - 3 1/2" 17' - 6" 5' - 1 1 /2"20' - 10 1/4"13' - 0"21' - 8"15' - 0"23' - 3 3/4"14' - 0"5' - 0"2' - 0"6' - 8 1/2"12' - 11 1/4"18' - 1 3/4"2' - 3 1/2"3' - 4 1/2"2' - 6"20' - 0 1/4"7' - 8 1/2"3' - 11 3/4"5' - 2"2' - 0"2' - 0"93' - 10"158' - 5 1/2" 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 15' - 8 1/4" 21' - 0 1/2" 9' - 5 1/2" 12' - 6 3/4" 9' - 4 3/4"7' - 2"2' - 0"7"1' - 5"5' - 1 1 /2"10' - 6 1/4"12' - 6"6' - 2"10' - 11"11' - 0"16' - 10"23' - 0 1/4"6' - 2"21' - 11"16' - 10" 7"1' - 5" 2' - 0" MS-4 MS-4 HV-16 785.55 SF B.1 601.27 SF A.2 803.07 SF B.1 744.57 SF B.2 803.07 SF B.1 599.66 SF A.1 812.02 SF B.4 1053.47 SF C.3 1039.48 SF C.2 771.01 SF B.3 1089.23 SF C.1 1099.23 SF C.4 821.05 SF B.1 1053.19 SF C.7 (OPEN TO ABOVE) (OPEN TO ABOVE) (OPEN TO ABOVE) (OPEN TO ABOVE) (OPEN TO ABOVE) (OPEN TO ABOVE) (OPEN TO ABOVE) GN-9 © 2021 GROUPARCHITECT, INC. ALL RIGHTS RESERVED SHEET TITLE: PROJECT No. CHECKED: DRAWN: REVISIONS CLIENT: PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE: SHEET DATE: ISSUE: HARRINGTON REDEVELOPMENT 960 HARRINGTON AVE. NE, RENTON, WA 98056 ZARNOOR ASSOCIATES LLC PROJECT ISSUES: SITE PLAN REVIEW 08/04/2021 8/10/2021 10:44:43 AM LEVEL 7 FLOOR PLAN A2.07 1922 BJP KJS 08/04/21 SITE PLAN REVIEW SUBMITTAL KEYNOTES GN-9 CANOPY ABOVE HV-16 TYPE 1 EXHAUST SHAFT PER MECH DWGS (2HR MIN. WALLS) MS-4 CORRIDOR PRESSURIZATION SHAFT (2HR MIN. WALLS) 1 8 SCALE: 1/8" = 1'-0"A2.07 LEVEL 7 FLOOR PLAN 1 1. INSTALL A VAPOR RETARDER, WITH A TRANSMISSION RATE NOT TO EXCEED 1 PERM, AT THE WARM SIDE OF THE ATTIC INSULATION. (SBC 1203.2 EX. 2) 2. SEC SECTION C401.1: THIS PROJECT WILL INCLUDE A SOLAR POWER GENERATION SYSTEM. PLEASE REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ROOF PLAN NOTES 1 A4.02 1 A4.01 1 A4.03 1 A4.04 1 2 3 4 5 6 7 8 9 10 11 14 1615 A B C D G H I J K L M N O P PLE PLNW PLS PLW 12 13 1a 1b 1c Aa Ba Ca Da Ea Fa Ga Q 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 3' - 10 3/4" 7' - 11" 3' - 10 1/2" 9' - 5 3/4" 11' - 6 3/4" 9' - 5 1/2" 21' - 11 1/2"21' - 6 1/4" 9' - 1" 8' - 5"10' - 11" 12' - 10 3/4" 7' - 11" 13' - 1 1/2" 10' - 4" 11' - 4 1/2" 9' - 5" 11' - 4 1/2" 8 1/2" 9' - 2 3/4" 12' - 3 1/2" 17' - 6" 5' - 1 1 /2"20' - 10 1/4"13' - 0"21' - 8"15' - 0"23' - 3 3/4"14' - 0"5' - 0"2' - 0"6' - 8 1/2"12' - 11 1/4"18' - 1 3/4"2' - 3 1/2"3' - 4 1/2"2' - 6"20' - 0 1/4"7' - 8 1/2"3' - 11 3/4"5' - 2"2' - 0"2' - 0"93' - 10"158' - 5 1/2" 6' - 3 1/2" 23' - 9 1/2"21' - 2 1/2" 15' - 8 1/4" 21' - 0 1/2" 9' - 5 1/2" 12' - 6 3/4" 9' - 4 3/4"7' - 2"2' - 0"2' - 0"5' - 1 1 /2"10' - 6 1/4"12' - 6"6' - 2"10' - 11"11' - 0"16' - 10"23' - 0 1/4"6' - 2"21' - 11"16' - 10" 7"1' - 5" 2' - 0" 414.08' 414.08'414.08'414.08'414.08' 414.08' 414.08' 414.08' PAINTED METAL ARBOR ELEMENT, COLOPR PER ELEVATIONS TYP. MS-4 MS-4 HV-16 HV-6 HV-6 HV-6 GU-4 GU-4 HV-4HV-4 PV ARRAY PROVIDED FOR WSEC C406 ADDITIONAL EFFICIENCY PACKAGE OPTIONS. CALCULATIONS FOR SIZING PER MEP ENGINEER AND REQUIREMENTS OF WSEC C406.5. CONDITIONED FLOOR SPACE (63,802 SF) x 0.15 = 9,570 WATTS MIN. 9600 WATTS PROVIDED. P.V. ARRAY PANELS AND INSTALLATION TO CONFORM TO IBC 1510.7. 408.10' T.O.PARAPET 408.10' T.O.PARAPET T.O.PARAPET 408.10' 408.10' T.O.PARAPET1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" GU-4GU-4GU-4 GU-4 GU-4 © 2021 GROUPARCHITECT, INC. ALL RIGHTS RESERVED SHEET TITLE: PROJECT No. CHECKED: DRAWN: REVISIONS CLIENT: PROJECT:1735 westlake avenue north, suite 200, seattle, wa 98109206.365.1230 | www.grouparch.comORIGINAL SHEET SIZE IS 24"x36" | PLOT DATE: SHEET DATE: ISSUE: HARRINGTON REDEVELOPMENT 960 HARRINGTON AVE. NE, RENTON, WA 98056 ZARNOOR ASSOCIATES LLC PROJECT ISSUES: SITE PLAN REVIEW 08/04/2021 8/10/2021 10:44:47 AM ROOF PLAN A2.08 1922 BJP KJS 08/04/21 SITE PLAN REVIEW SUBMITTAL 1 8 SCALE: 1/8" = 1'-0"A2.08 ROOF PLAN 1KEYNOTES GU-4 GUTTER PER PLANS HV-4 STAIR PRESSURIZATION EQUIPMENT PER MECH DWGS HV-6 EXHAUST FAN PER MECH DWGS HV-16 TYPE 1 EXHAUST SHAFT PER MECH DWGS (2HR MIN. WALLS) MS-4 CORRIDOR PRESSURIZATION SHAFT (2HR MIN. WALLS) 1 8