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Plans Applicant 11/9/2023
PROJECT LOCATION: 1875 16TH STREET SPRINGFIELD OR STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:52:02 PMG-001 COVER 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 16TH STREET - SPRINGFIELD, OR CONNERSTONE COMMUNITY HOUSING 1175 CHARNELTON ST EUGENE, OREGON 97401 OWNER ISSUED FOR DESIGN DEVELOPMENT SEP 29, 2023 STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERGENERAL CONTRACTOR ROWELL BROKAW ARCHITECTS 1203 WILLAMETTE STREET, SUITE 210 EUGENE OR, 97401 PH: 541-485-1003 CONTACTS: PETER KING, AIA - PRINCIPAL PETER@ROWELLBROKAW.COM ARCHITECT PLUMBING ENGINEER COMPANY ADDRESS ADDRESS PH: XXX-XXX-XXXX CONTACT: NAME EMAIL ADDRESS FIRE SPRINKLER DESIGN/BUILD COMPANY ADDRESS ADDRESS PH: XXX-XXX-XXXX CONTACT: NAME EMAIL ADDRESS COMPANY ADDRESS ADDRESS PH: XXX-XXX-XXXX CONTACT: NAME EMAIL ADDRESS COMPANY ADDRESS ADDRESS PH: XXX-XXX-XXXX CONTACT: NAME EMAIL ADDRESS DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE ST #305 EUGENE, OR 97401 PH: 541-683-5803 CONTACT: LUZANNE SMITH LUZANNES@DLADESIGN.COM COMPANY ADDRESS ADDRESS PH: XXX-XXX-XXXX CONTACT: NAME EMAIL ADDRESS N.T.S. LEGEND - VICINITY MAP KPFF 800 WILLAMETTE STREET, SUITE 400 EUGENE, OR 97401 TEL: 541-684-4902 CONTACT: MATT KEENAN, PE EMAIL: MATT.KEENAN@KPFF.COM HOLMES STRUCTURES 1615 SE 3RD AVENUE, 5TH FLOOR PORTLAND, OREGON 97214 TEL: 503-673-9323 CONTACT: CLIFF HORTON, PE EMAIL: Cliff.Horton@holmes.us RS HA ISSUED FOR SITE REVIEW: 2023-10-20 TBD TBD TBD TBD TBD ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20 DRAWING INDEX Sheet Number Sheet Name GENERAL G-001 COVER G-002 CODE AND EXITING CIVIL C1.0 EXISTING CONDITIONS C3.0 UTILITY PLAN C4.0 GRADING PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS LANDSCAPE LA-1 LANDSCAPE PLAN LA-2 PLANTING SCHEDULES ARCHITECTURAL A-100 ARCHITECTURAL SITE PLAN A-111 1ST FLOOR PLAN A-112 2ND FLOOR PLAN A-113 ROOF PLAN A-201 BUILDING ELEVATIONS A-202 BUILDING ELEVATIONS A-211 BUILDING SECTIONS A-501 WINDOW AND DOOR SCHEDULES REF REF DW REFD W REFD W REFD W REF DWREF DWREFD W REF DWREFDW REFD W REFD W REFD W REFD W REF DWDWREFDW REFDWREFDWREF REFD W REFD W REFD W REF DWREFDWREFDWREFDWREFDWREFDW REF DWREF DWDWREF DWREFD W REF DW REFDWREF DW REFDWREFDW REFDWREFDWREF REF REF DWREFDWREFDWREFDW REF DWREFDWREFDW REF DWREFDW REFDW REFDW REFDW REFDW REFDW DWREFDW REFDWREFDWREFREFDWREFDWREFDW REF DWREFDWREFDWREFDWREFDWREFDW REFDW REFDW DWREF DWREFDW REF DW REFDWREF DW REFDWREFDW REFDWREFDWREF FEC CODE SUMMARY - MAIN BUILDING CHAPTER 1: ADMINISTRATION PROJECT ADDRESS: 1875 16TH ST, SPRINGFIELD, OREGON CODE JURISDICTION:CITY OF SPRINGFIELD APPLICABLE CODES: 2022 OREGON STRUCTURAL SPECIALITY CODE 2022 OREGON FIRE CODE 2022 OREGON MECHANICAL SPECIALTY CODE 2021 OREGON ELECTRICAL SPECIALTY CODE 2021 OREGON PLUMBING SPECIALTY CODE 2021 OREGON ENERGY EFFICIENCY SPECIALITY CODE 2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES NFPA 101 (NOTE: LOCAL CODE WILL TAKE PRECEDENCE. DEVIATIONS FROM NFPA NOTED IN INDIVIDUAL SECTIONS.) APPLICABLE ZONING: R-2 MEDIUM DENSITY RESIDENTIAL, DRINKING WATER PROTECTION OVERLAY DISTRICT AND 1-YEAR TIME OF TRAVEL ZONE (TOTZ). CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION OCCUPANCY: SECTION 310 RESIDENTIAL GROUP R R-2 OCCUPANCY CONTAINING MORE THAN TWO DWELLING UNITS WHERE OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE. (FLOORS 1-2 APARTMENTS) ACCESSORY OCCUPANCIES: 303 ASSEMBLY GROUP A - CLASSIFY SPACE AS GROUP R-2. 303.1.2 ASSEMBLY SPACES WITH AN OCCUPANT LOAD LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS GROUP B OR AS PART OF THAT OCCUPANCY. 304 BUSINESS GROUP B 304.1 THE USE OF A BUILDING OR PORTION THEREOF FOR OFFICE, PROFFESSIONAL, OR SERVICE-TYPE TRANSACTIONS, INCLUDING STORAGE OF RECORDS OR ACCOUNTS. 311 STORAGE GROUP S - CLASSIFY AS GROUP R-2 311.1.1 ACCESSORY STORAGE SPACES - A ROOM OR SPACE USED FOR STORAGE THAT IS ACCESSORY TO ANOTHER OCCUPANCY MAY BE CLASSIFIED AS PART OF THAT OCCUPANCY. CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS CHAPTER 7: FIRE AND SMOKE PROTECTION SYSTEMS • • • • TABLE 705.5 : FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (FSD) TYPE VA CONSTRUCTION OCCUPANCY GROUP R: TABLE 705.5 FSD EXCEEDS 30' ON NORTH, WEST AND SOUTH: 0 HR FSD IS BETWEEN 10' AND 30' ON THE EAST: TYPE VA=1 HR, TYPE VB=0 HR 705.5 FIRE RESISTANCE RATING FOR EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE GREATER THAN 10' NEED TO ONLY BE RATED TO PROTECT FROM EXPOSURE TO FIRE FROM THE INSIDE. ALL EXTERIOR WALL EXCEED 10' FSD. TABLE 705.8 - MAX AREA OF EXTERIOR WALL OPENINGS BASED ON FSD AND DEGREE OF OPENING PROTECTION SPRINKLERED BUILDINGS: EXTERIOR WALLS WITH A FSD GREATER THAN 20 FEET HAVE NO LIMIT ON AREA OF UNPROTECTED WALL OPENINGS. TRUE ON NORTH, WEST AND SOUTH EAST SIDE HAS 14'6" AND 18'-6" FSD 10'-15' FSD, UNPROTECTED, SPRINKLERED: 45% ALLOWABLE OPENING 15'-20' FSD, UNPROTECTED, SPRINKLERED: 75% ALLOWABLE OPENING SECTION 707 FIRE BARRIERS FIRE BARRIERS SHALL HAVE A FIRE-RESISTANCE RATING PER PLAN. 1HR AT ELEVATOR. SECTION 708 FIRE PARTITIONS REQUIRED LOCATIONS INCLUDE: 1. CORRIDOR WALLS IN GROUP R-2 OCCUPANCIES - 1/2-HOUR FIRE-RESISTANCE RATING PER 708.3 EXCEPTION 1 AND TABLE 1020.1. 2. WALLS SEPARATING SLEEPING UNITS IN GROUP R-2 OCCUPANCIES - 1-HOUR FIRE- RESISTANCE RATING 3. WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING - 1-HOUR FIRE-RESISTANCE RATING. 4. EGRESS BALCONIES - SEPARATION IS NOT REQUIRED BY SECTION 1021.2 WHERE THE EGRESS BALCONY IS SERVED BY NOT LESS THAN TWO STAIRWAYS AND A DEAD END TRAVEL CONDITION DOES NOT REQUIRE TRAVEL PAST AN UNPROTECTED OPENING TO REACH A STAIRWAY. 708.4.2 FIREBLOCKS AND DRAFTSTOPS PER EXCEPTION 4, THE ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER. SECTION 713 SHAFT ENCLOSURES 713.4 FIRE-RESISTANCE RATING: SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS OR HORIZONTAL ASSEMBLIES AND HAVE CONTINUITY PER SECTION 713.5. SECTION 716 OPENING PROTECTIVES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS: FIRE WALLS AND BARRIERS: RATED 2 HOURS, 1 1/2 HR DOOR; SHAFT, EXIT ENCLOSURES, EXIT PASSAGEWAYS: 2 HOUR WALL, 1 1/2 HOUR DOOR. OTHER FIRE BARRIERS: 1 HOUR WALL, 3/4 HOUR DOOR. CORRIDOR WALL FIRE PARITIONS: 1 HOUR WALL WITH 1/3 HOUR DOOR; 1/2 HOUR WALL WITH 1/3 HOUR DOOR OTHER FIRE PARTITIONS: 1 HOUR WALL WITH 3/4 HOUR DOOR; 1/2 HOUR WALL WITH 1/3 HOUR DOOR. CHAPTER 9: FIRE PROTECTION SYSTEMS - NFPA 13R 903 AUTOMATIC SPRINKLER SYSTEMS 903.2.8: GROUP R: AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA. 903.3.1.2 NFPA 13R SPRINKLER SYSTEMS. A COMPLETE NFPA 13R FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING. 903.3.1.2.2 CORRIDORS AND BALCONIES IN THE MEANS OF EGRESS. SPRINKLER PROTECTION IS NOT REQUIRED SINCE THE EGRESS BALCONY COMPLIES WITH SECTIONS 1021.2 AND 1021.3 AS STIPULATED IN POINT 5. 903.3.1.2.3 ATTIC PROTECTION IS NOT REQUIRED SINCE THE ATTICS WILL NOT BE USED FOR LIVING PURPOSES OR STORAGE, WILL NOT HOLD FUEL-FIRED EQUIPEMENT, AND THE ROOF IS LESS THAN 55 FEET ABOVE THE LOWEST LEVEL OF REQUIRED FIRE DEPARTMENT VEHICLE ACCESS. 903.3.2 QUICK RESPONSE OR RESIDENTIAL SPRINKLERS SHALL BE INSTALLED IN DWELLING UNITS AND SLEEPING UNITS IN ACCORDANCE WITH 903.3.1 905 STANDPIPE SYSTEMS NOT REQUIRED. DOESN'T MEET ANY CRITERIA LISTED IN 905.3.1 THROUGH 905.3.7 907 FIRE ALARM AND DETECTION SYSTEMS 907.2.9.1 GROUP R-2 MANUAL FIRE ALARM BOXES ARE NOT REQUIRED BY EXCEPTION #2. THE BUILDING IS SPRINKLERED AND THE OCCUPANT NOTIFICATION APPLIANCES WILL AUTOMATICALLY ACTIVATE THROUGHOUT THE NOTIFICATION ZONES UPON A SPRINKLER WATER FLOW. 907.2.10.2 SINGLE OR MULTIPLE STATION SMOKE ALARM MUST BE LOCATED OUTSIDE EACH SLEEPING OR BEDROOM AREA, IN EACH SLEEPING ROOM, IN EACH STORY OF A DWELLING UNIT. LISTED TYPES OF SMOKE ALARMS CANNOT BE LOCATED WITHIN THE SPECIFIED DISTANCES OF COOKING APPLIANCES (907.2.10.3) OR WITHIN 3' OF A BATHROOM DOOR (907.2.10.4) INTERCONNECTION OF SMOKE ALARMS IS REQUIRED WITHIN A SLEEPING OR DWELLING UNIT (907.2.10.5) AND THEY MUST RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING WITH EITHER A BATTERY BACKUP OR CONNECTION TO EMERGENCY POWER (907.2.11.6) 915 CARBON MONOXIDE DETECTION 915.2.1 DWELLING UNITS CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN DWELLING UNITS IN EACH BEDROOM OR WITHIN 15 FEET OUTSIDE EACH BEDROOM DOOR. THE DETECTOR MUST BE WITHIN THE BEDROOM IF THERE IS A FUEL BURNING APPLIANCE LOCATED WITHIN THAT BEDROOM OR AN ATTACHED BATHROOM. CHAPTER 6: TYPES OF CONSTRUCTION TABLE 601: FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS TYPE VA: PRIMARY FRAME, INTERIOR AND EXTERIOR BEARING WALLS, FLOORS AND ROOF: 1 HR NON-BEARING WALLS: 0 HR CHAPTER 4: SPECIAL DETAILED REQUIREMENTS / USE AND OCCUPANCY SECTIONS 420.2 SEPARATION WALLS: WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, AND WALLS SEPARATING DWELLING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING, SHALL BE CONSTRUCTED AS FIRE PARTITIONS (708.) SECTIONS 420.3 HORIZONTAL SEPARATION: FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDING, AND FLOOR ASSEMBLIES SEPARATING DWELLING FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING, SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES (711.) SECTION 420.4 SPRINKLERS REQUIRED IN GROUP R-2. QUICK RESPONSE HEADS REQUIRED IN DWELLING UNITS PER 903.3.2 SECTION 420.5 ALARMS: PROVIDE PER 907.2.9 CHAPTER 11: ACCESSIBILITY GENERAL: 3002.4: BUILDINGS 4 OR MORE STORIES ABOVE GRADE PLANE SHALL HAVE 1 ELEVATOR CAR THAT ACCOMODATES A 24"X84" STRETCHER/GURNEY WITH NOT LESS THAN 5" RADIUSSED CORNERS. THIS CAR SHALL BE IDENTIFIED WITH A MIN. 3" SIZED STAR OF LIFE SYMBOL AT BOTH SIDES OF THE HOISTWAY DOORFRAME. CHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS GENERAL: PROVIDE AT LEAST A 2A-10BC FIRE EXTINGUISHER ACCESSIBLE AND MOUNTED NEAR AN EXIT PATH AND WITHIN 75' OF THE MOST REMOTE CORNER OF THE BUILDING. (FOR ADA FE TO BE MOUNTED WITH HANDLE BETWEEN 15" AND 48" ABOVE THE FLOOR). FIRE EXTINGUISHER REQUIREMENTS - CH. 9 OR FIRE CODE 2019 NONE CHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY CHAPTER 5: GENERAL BUILDING HEIGHTS & AREA PROPOSED: TYPE VA, 2 STORIES, 24'-6' HEIGHT, SECTION 504.3 HEIGHT IN FEET OCCUPANCY R: S13R - 60' (MEETS) SECTION 504.4 ALLOWABLE NUMBER OF STORIES R2, 4 STORIES. (MEETS) SECTION 506 BUILDING AREA R2, S13R: 12,000 SF (TABLE 506.2) FRONTAGE INCREASE: GREATER THAN 30' FSD ON (3) SIDES (77.9%) OF THE BUILDING USE 0.75 FRONTAGE INCREASE FACTOR TYPE VA WITH NFPA 13R ALLOWABLE AREA PER FLOOR WITH NFPA 13R 12,000 + (12,000 X 0.75) = 21,000 SF PROPOSED: FL 1: 18,992 SF, FL 2: 17,168. (MEETS) ALLOWABLE AREA FULL BUILDING WITH NFPA 13R [12,000 + (12,000 X 0.75)] X 2 = 42,000 SF PROPOSED: 36,160 SF. (MEETS) SECTION 508.3 NONSEPARATED OCCUPANCIES 508.3.1 NONSEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED (SEE CHAPTER 3 ABOVE). CODE REQUIREMENTS SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE. 508.3.2 ALLOWABLE BUILDING AREA, HEIGHT, AND NUMBER OF STORIES OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUP UNDER CONSIDERATION, PER SECTION 503.1 OF THE OCCUPANCIES PRESENT WITHIN THE BUILDING (R-2 AND B), R-2 IS THE MOST RESTRICTIVE PER SECTIONS 504 AND 506. 508.3.3 NONSEPARATED OCCUPANCIES R-2 IS THE MAIN OCCUPANCY. NO SEPARATION IS REQUIRED TO THE MAIN OCCUPANCY. BUT, EXCEPTION #2 REQUIRES AT R-2 DWELLING UNITS TO BE SEPARATED FROM ONE ANOTHER AND FROM ACCESSORY OCCUPANCIES CONTIGUOUS TO THEM PER SECTION 420. SECTION 509 INCIDENTAL USES INCIDENTAL USES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE BUILDING AREA OF THE STORY IN WHICH THEY ARE LOCATED. TABLE 509.1 ELECTRICAL INSTALLATIONS ARE INCIDENTAL SPACES WHOSE PROTECTION AND SEPARATION REQUIREMENTS ARE DICTATED BY SECTIONS 110.26-110.34 AND SECTIONS 450.8 THROUGH 450.48 OF THE ELECTRICAL CODE. 1020.2 CORRIDOR REQUIREMENTS ALSO APPLY. 509.4.2.SMOKE SEPARATION CONSTRUCTION INCLUDES FULL-HEIGHT WALLS WITH FIRE DAMPERS AT AIR-TRANSFER OPENINGS. DOORS TO BE SMOKE-ACTIVATED SELF- CLOSING WITH VENTILATION LIMITED BY NFPA 80 AND 716.2.6.6. • • • • SECTION 1003 GENERAL MEANS OF EGRESS 1003.2 CEILING HEIGHT: THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES ABOVE THE FINISHED FLOOR. SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT, BASED ON FUNCTION RESIDENTIAL, 200 SF GROSS ACCESSORY STORAGE OR MECHANICAL EQUIPMENT, 300 SF GROSS ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS) 15 SF NET BUSINESS AREAS, 150 SF GROSS TOTAL BUILDING OCCUPANCY = 485 OCCUPANTS* *A PORTION OF THE FLOOR AREA LISTED ABOVE IS ASSUMED TO EGRESS DIRECTLY TO THE EXTERIOR OF THE BUILDING, BYPASSING THE INTERNAL EGRESS SYSTEM AND FIRST FLOOR EXITS. THE TOTAL NUMBER OF OCCUPANTS EXPECTED TO USE THE EXIT DOORS IS 426, WHICH REQUIRES TWO EXITS FROM THE FIRST FLOOR. SEE THE EXITING DIAGRAMS FOR EXIT CAPACITIES AND OCCUPANT LOAD BY FLOOR. CHAPTER 10: MEANS OF EGRESS • • THE CUMULATIVE OCCUPANT LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1004.2. 1004.7 OUTDOOR AREAS OUTDOOR COURTS ACCESSIBLE TO AND USABLE BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS IN COMPLIANCE WITH THIS CHAPTER. OCCUPANT LOAD OF THE OUTDOOR SPACE WILL BE DETERMINED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE. WHERE THE COURT IS USED BY PERSONS IN ADDITION TO BUILDING OCCUPANTS, AND THE MEANS OF EGRESS PASSES THROUGH THE BUILDING, MEANS OF EGRESS REQUIREMENTS SHALL BE BASED ON THE SUM OF OCCUPANT LOADS FROM THE BUILDING AND OUTDOOR AREAS SECTION 1005 MEANS OF EGRESS SIZING THE MINIMUM WIDTH OF MEANS OF EGRESS IN INCHES SHALL BE THE TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS MULTIPLIED BY THE FOLLOWING FACTORS: STAIRS: x0.3" /OCCUPANT (CANNOT BE LESS THAN 44" PER 1011.2) OTHER EGRESS COMPONENTS (DOORS): x0.2" /OCCUPANT 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE: TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE NOTED IN TABLE 1006.2.1 DUE TO DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE. TABLE 1006.2.1 SPACES WITH ONE EXIT, SPRINKLERED MAXIMUM ALLOWED OCCUPANT LOAD AND COMMON PATH OF TRAVEL DISTANCE: R-2: 20 OCC & 125 FT CP B: 49 OCC & 100 FT CP 1006.2.1.1 THREE OR MORE EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED FROM ANY SPACE WITH AN OCCUPANT LOAD OF 501 THROUGH 1,000. THIS BUILDING PROVIDES 3 EXITS FROM THE COURTYARD, EGRESS SYSTEM EVEN THOUGH THE TOTAL OCCUPANCY FALLS BELOW THE THRESHOLD THAT REQUIRES 3 EXITS. 1009 ACCESSIBLE MEANS OF EGRESS 1009.2.1 ELEVATORS NOT REQUIRED SINCE THE BUILDING IS ONLY TWO STORIES BUT WILL BE PROVIDED AND WILL COMPLY WITH SECTION 1009.4 1009.8 TWO-WAY COMMUNICATION PROVIDE TWO-WAY COMMUNICATION SYSTEM AT THE ELEVATOR LANDING ON EACH ACCESIBLE FLOOR ABOVE OR BELOW THE LEVEL OF DISCHARGE. 1010 DOORS, GATES AND TURNSTILES 1010.1.1 SIZE OF DOORS. THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48 INCHES NOMINAL. THE MINIMUM CLEAR OPENING HEIGHT OF DOORS SHALL BE NOT LESS THAN 80 INCHES. 1010.4 GATES USED AS A COMPONENT IN A MEANS OF EGRESS SYSTEM SHALL CONFORM TO THE APPLICABLE REQUIREMENTS FOR DOORS. 1011.3 STAIRWAYS SHALL HAVE A HEADROOM CLEARANCE OF NOT LESS THAN 80 INCHES. 1011.7.2 OUTDOOR CONDITIONS - OUTDOOR STAIRWAYS AND OUTDOOR APPROACHES TO STAIRWAYS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. 1011.8 VERTICAL RISE - A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12' BETWEEN FLOORS OR LANDINGS. 1011.12 STAIRWAY TO ROOF - THIS BUILDING IS 2 STORIES, SO NOT APPLICABLE. 1017 EXIT ACCESS TRAVEL DISTANCE TRAVEL DISTANCE WITHIN THE EXIT ACCESS PORTION OF THE MEANS OF EGRESS SYSTEM SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2 FOR A SPRINKLERED BUILDING: R OCC: 250 FEET B OCC: 300 FEET 1020 CORRIDORS 1020.2 CONSTRUCTION: CORRIDORS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 1020.1. THE CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANCE RATED SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS: R OCCUPANCIES: 1/2 HOUR EXCEPTION 4: A FIRE RESISTANCE RATING IS NOT REQUIRED FOR CORRIDORS IN OCCUPANCY GROUP B WHERE THE SPACE REQUIRES ONLY A SINGLE MEANS OF EGRESS COMPLYING WITH SECTION 1006.2 1020.5 DEADENDS TO BE MAXIMUM 20', EXCEPT (EXCEPTION 3) WHERE THE LENGTH OF THE DEAD END CORRIDOR IS LESS THAN 2.5 TIMES THE LEAST WIDTH OF THE DEAD END CORRIDOR. 1021 EGRESS BALCONIES SHALL CONFORM TO THE SAME MINIMUM WIDTH, CAPACITY, HEADROOM, DEADENDS, AND PROJECTIONS AS CORRIDORS. THEY ARE REQUIRED TO BE AT LEAST 50% OPEN ON THEIR LONG SIDE. NO FIRE SEPARATION IS REQUIRED SINCE THE EXTERIOR EGRESS BALCONY IS SERVED BY TWO STAIRWAYS AND NO DEAD-END TRAVEL CONDITION EXISTS. 1023.7 EXTERIOR WALLS ARE ALLOWED TO BE UNPROTECTED, PER TABLE 602. 1027.6 EXTERIOR EXIT STAIRWAYS DO NOT NEED TO BE SEPARATED FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN SECTION 1023.2 SINCE THE STAIRWAYS ARE SERVED BY AN EGRESS BALCONY WITH A PERIMETER THAT IS NOT LESS THAN 50% OPEN. 1028 EXIT DISCHARGE EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR. WITH THE FOLLOWING EXCEPTION: NOT MORE THAN 50% OF THE REQUIRED CAPACITY OF THE INTERIOR EXIT STAIRWAYS IS PERMITTED TO EGRESS THROUGH AREAS ON THE LEVEL OF DISCHARGE AS LONG AS THERE IS 1. A FREE, UNOBSTRUCTED PATH 3. THE PATH IS SPRINKLERED NFPA 13. ( .2 AND 4. DO NOT OCCUR.) • • • • ACCESSIBILITY SCOPING SAFE HARBOR: INTERNATIONAL BUILDING CODE 2018 (IBC 2018) 1103.1 BUILDING TO BE ACCESSIBLE. 1107.6.2 GROUP R-2 2% OF UNITS REQUIRED TO MEET OSSC CHAPTER 11, ANSI A117.1-2009, TYPE A. OF AVAILABLE 39 DWELLINGS UNITS, THE FOLLOWING TYPE A UNITS HAVE BEEN PROVIDED: (1) 1-BEDROOM (1) 2-BEDROOM TYPE B UNITS: ALL REMAINING. 5% OF SELF STORAGE ROOMS TO BE ACCESSIBLE PER OSSC 1108.3. (29) SELF STORAGE ROOMS PROVIDED; (2 MIN) SHALL BE ACCESSIBLE. ALL STORAGE CLOSETS PROVIDED ARE CONSIDERED ACCESSIBLE SINCE THEY ARE LESS THAN 4' DEEP AND USE 36" DOORS FOR ACCESS. SEE ACCESSIBILITY SHEETS G-004, G-005, G-006, AND G-007 FOR ACCESSIBILITY RULES BEING ADHERED TO. PROJECT TO MEET 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE. SEE COMPLETED COMCHECK ENERGY COMPLIANCE FORMS. AIR BARRIER COMPLIANCE PATH: ASHRAE 90. AIR LEAKAGE VERIFICATION OF DESIGN AND INSTALLATION OF CONTINUOUS AIR BARRIER PER EXCEPTION #3 OF 5.4.3.1.1. A THIRD PARTY WILL PROVIDE PERIODIC FIELD AIR BARRIER INSPECTION AND REPORTING CHAPTER 13: ENERGY EFFICIENCY CHAPTER 12: INTERIOR ENVIRONMENT 1209 ACCESS TO UNOCCUPIED SPACES 1209.2 AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM OF NOT LESS THAN 30 INCHES SHALL BE PROVIDED IN THE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. TRAVEL DISTANCE MAX ALLOWABLE 250' 13' FROM BO STAIRS TO EXIT + 214.5' TRAVEL DISTANCE REMOTE 2ND FLOOR UNIT TO BO STAIRS. TOTAL TRAVEL DISTANCE: 227.5' (MEETS) 33.5' TRAVEL DISTANCE MAX ALLOWABLE 250' 76.5' FROM BO STAIRS TO EXIT + 127' TRAVEL DISTANCE REMOTE 2ND FLOOR UNIT TO BO STAIRS. TOTAL TRAVEL DISTANCE: 203.5' (MEETS) 10' 214.5' TRAVEL DISTANCE MOST REMOTE 2ND FLOOR UNIT TO BO STAIRS. 127' TRAVEL DISTANCE REMOTE 2ND FLOOR UNIT TO BO STAIRS. 40.5' 4' - 0" 3' 2.5' 5' COURTYARD NET AREA: 4383 SF OLF = 15 SF OL= 293 1ST FLOOR: OCCUPANT LOAD AT EXITS: 213+213 = 426 TOTAL OCCUPANTS 82 OL FROM 2ND FLOOR 344 OL FROM 1ST FLOOR (59 OCCUPANTS ASSUMED TO EXIT DIRECT TO THE EXTERIOR NOT COUNTED) 213 213 27 30 1 R2 GROSS AREA: 10,011 SF OLF = 200 SF OL= 51 BUSINESS USE GROSS AREA: 386 SF OLF = 150 SF GREEN FILL AREA: 10,011 SF EXITS DIRECT TO THE EXTERIOR* OL= 59 *NOT COUNTED FOR EXIT CAPACITY. 135 SF ELECTRICAL ASSEMBLY USE (UNCONCENTRATED) NET AREA: 401 SF OLF = 15 SF 3 FEC FEC FEC FEC 214.5' TRAVEL DISTANCE TO B.O. STAIRS R2 GROSS AREA: 16,394 SF OLF = 200 SF OL = 82 4' 4.5' 39' 18' 11.5' 8' 15.5' 6'127' TRAVEL DISTANCE TO B.O. STAIRS24'-6" STAIR TRAVEL 6.5' 15.5' 8.5' 9' 27.5' 86.5' 18.5' 12' MI N I M U M E X I T S E P A R A T I O N D I S T A N C E 1 / 3 D I A G O N A L = 7 5 ' 22 2 ' - 5 1 / 2 "EXIT ACCESS SEPARAT ION101' - 2 " 2.5' 28' STAIR TRAVEL 2ND FLOOR: OCCUPANT LOAD AT STAIR: 41+41 = 82 TOTAL OCCUPANTS 41 41 15.5' 15' 11.5' 13' 101' 198.5' TRAVEL DISTANCE TO B.O. STAIRS BUILDING AREA: 18,992 SF BUILDING AREA INCLUDES ALL BUILDING INTERIORS TO THE INSIDE FACE OF THE EXTERIOR WALL AND ALL OCCUPIABLE SPACE BENEATH ROOF PROJECTIONS (EX: INCLUDES THE AREA BENEATH ROOF OVERHANGS WHERE THERE IS PAVEMENT BUT NOT A PLANTER). 4' - 0" BUILDING AREA INCLUDES ALL BUILDING INTERIORS TO THE INSIDE FACE OF THE EXTERIOR WALL AND ALL OCCUPIABLE SPACE BENEATH ROOF PROJECTIONS (EX: INCLUDES THE AREA BENEATH ROOF OVERHANGS WHERE THERE IS AN EXTERIOR WALKWAY).167' - 8 3/4"168' - 9 1/2"144' - 9"168' - 3 1/2" BUILDING AREA: 17,168 SF SYMBOLS AND ELEMENTS DIRECTIONAL EXIT SIGN EXIT SIGN AT DOOR 46 OCCUPANT TOTAL AT EXIT PATH OF EGRESS FIRE EXTINGUISHER CABINET FIRE BARRIER: 1 HR FIRE RATED WALLS ALL UNIT DEMISING WALLS ARE 1HR FIRE PARTITIONS UNLESS NOTED OTHERWISE. ALL EXTERIOR AND INTERIOR BEARING WALLS ARE 1HR RATED PER CONSTRUCTION TYPE (TYPE VA) 12 OCCUPANT LOAD OF ROOM STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:52:11 PMG-002 CODE AND EXITING 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 1/16" = 1'-0"G-0021 1ST FLOOR - EXITING 1/16" = 1'-0"G-0022 2ND FLOOR - EXITING 1/32" = 1'-0"G-00231ST FLOOR - ALLOWABLE AREA 1/32" = 1'-0"G-00242ND FLOOR - ALLOWABLE AREA ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20 LEGENDPROPERTY LINEADJOINER LINECURB LINEEDGE OF ASPHALTFENCE LINECONTOUR LINEOVERHEAD WIRESWATER LINEGAS LINEWASTEWATER LINEEAVE ABOVETAX LOT NUMBERDRIVEWAYMAIL BOXWATER METERFIRE HYDRANTWATER VALVEPOWER POLEGUY WIREDOWN SPOUTTELEPHONE RISERSTAND PIPEWASTEWATER MANHOLEDECIDUOUS TREEBUILDINGCONCRETESURVEY CONTROL POINTTLDW4624' WIREFENCE4' WIRE FENCE4' CHICKEN WIRE FENCE7' WOODFENCE6' CHAIN LINK FENCETL 2000TL 1900TL 18005' CHAIN LINK FENCE5' CHAIN LINK FENCEDWDWDWDWDWDWCHICKENCOOPGARDENARBORPLANTER4' CHAINLINK FENCE5' WOOD FENCE6' WOOD FENCECHICKENCOOPDECKGREENHOUSEN89°46'57"W 200.00N00°02'21"E 91.51S89°57''39"E 200.00S00°02'21"W 92.134' CHAINLINK FENCEN00°02'21"E 91.46 S00°02'21"W 91.46 S89°57'39"E 200.00S89°53'32"E 200.00S00°02'21"W 91.08 N00°02'21"E 91.32 DWDW187516TH ST.(462)(462 )(462)(462)(461)(461)(461)(461)(460)(460)(461)MAP FROM: GOOGLE MAPS ©SCALE:NTSVICINITY MAPSCALE101 INCH = 10 FEET10200FLOODPLAIN:THE PROPERTY LIES WITHIN AREA ZONE "X", PER FEMA MAP NUMBER 41039C1153F.SOIL TYPES:ACCORDING TO WEB SOIL SURVEY, THE EXISTING SOIL FOR THE SITE CONSISTE OFMALABON-URBAN LAND COMPLEX, HYDROLOGIC SOIL GROUP C, DRAINAGE CLASS,WELL DRAINED, DEPTH O FWATER TABLE IS MORE THAN 80 INCHES.COBURG-URBAN LAND COMPLEX, HYDROLOGIC SOIL GROUP C, DRAINAGE CLASS,MODERATELY WELL DRAINED. DEPTH OF WATER ABOUT 18 TO 30 INCHES.TIME OF TRAVEL ZONES:THIS SITE IS WITHIN THE 1 YEAR TIME OF TRAVEL ZONE.PROJECT SITESET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, OR16TH ST SPRINGFIELDDATESD SET2023-07-14STAMPC1.0PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MKP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW2023-10-2036.12'36.10'EXISTINGCONDITIONS VANCONNECT TO EXISTING 10" SD LINESD STRC-6IE IN=455.75 (N) EX. 10"IE 8" IN=455.75 (E) SD - 8" PVCIE OUT=455.75 (S) EX. 10"FIELD VERIFY POINTOF CONNECTION98 LF - 8"SDS=0.50%38 LF - 12"SDS=0.33%20 LF - 8"SDS=0.50%SD FC MH-1RIM=461.42IE 8" OUT=456.24 (W)SD SED MH-3RIM=460.76IE 8" IN=456.75 (W)IE 8" OUT=456.75 (E)SD OV-17RIM=460.14IE 8" OUT=456.85 (E)DETFF=462.71FF=462.71FF=462.71FF=462.71460.31460.98459.64460.3743 LF - 6"S S=1.96%44 LF - 6"SS=1.00%32 LF - 6"SS=1.00%4 LF - 6"SS=1.00%24 LF - 6"S S=2.00%11 LF - 6"SS=8.91%3134 LF - 6"SS=1.00%45 LF - 8"SDS=0.80%20 LF - 8"SDS=0.80%15 LF - 8"SDS=0.80%15 LF - 8"SD S=0.80%13 LF - 8"SD S=0.91%80 LF - 8"SDS=0.91%55 LF - 8"SDS=1.03%29 LF - 8"SDS=1.89%11 LF - 8"SD S=0.80% 12 LF - 12"SD S=0.33% 21 LF - 12"SD S=0.33%135 LF - 8"SDS=0.60%17 LF - 8"SDS=0.68%32 LF - 8"SDS=0.68%23 LF - 8"SDS=0.68%55 LF - 12"SDS=0.33%32 LF - 12"SD S=0.33% 29 LF - 12"SD S=0.33% 23 LF - 12"SD S=0.33% 37 LF - 12"SD S=0.33% 29 LF - 8"SDS=1.07%29 LF - 8"SDS=1.07%32 LF - 8"SDS=1.13%40 LF - 8"SDS=1.07%21 LF - 8"SDS=1.07%2!!SD STRC-104RIM=461.63IE 12" IN=456.75 (NE)IE 8" OUT=456.75 (W)16 LF - 8"SD S=0.80% 40 LF - 6"FP45 LF - 4"W 13 LF - 6"FP15 LF - 4"W13 LF - 6"FP10 LF - 4"WS STUB-2RIM=459.41IE 6" OUT=458.90 (N)S STUB-1RIM=459.05IE 6" OUT=458.53 (S)SD OV-17RIM=460.14IE 8" OUT=456.85 (E)CONNECT TO EXISTING 6" S LINEIE 6" IN=456.87 (E) S - 6" PVCFIELD VERIFY POINTOF CONNECTIONCONNECT TO EXISTING 12" W LINEFIELD VERIFY POINTOF CONNECTION6 LF - 6"SS=1.00%W 4" RPBAFP 6" RPBAFP FDCRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGSTRUCTURE TYPESTRUCTURE LABELXX XX-XXX+XX.X RT X.X'RIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (SD=STORM DRAINAGE)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PERDETAIL 1/C5.1.2. STATIONS AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN ATCENTER OF STRUCTURE.PIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%SLOPE (WHERE APPLICABLE)XUTILITY KEY NOTESNOTEDESCRIPTIONDETAILREF.1CONNECT TO EXISTING 8" SANITARY LINE. FIELD VERIFYLOCATION, INVERT ELEVATION AND PIPE SIZE.2CONNECT TO EXISTING STORM PIPE. FIELD VERIFY PIPEINVERTS AND LOCATION. RESTORE TRENCH PER CITY OFSPRINGFIELD STANDARDS. MILL AND OVERLAY 10'BEYOND TRENCH IN EACH DIRECTION.3TAP TO EXISTING WATER MAIN. COORDINATECONENCTION TO EXISTING MAIN WITH SUB. SUB TOPERFORM TAP, INSTALL FIRE PROTECTION TOPROPERTY AND INSTALL METER AND METER BOX.CONTRACTOR TO COORDINATE SCHEDULE AND EXACTLOCATION IN FIELD. CONTRACTOR TO POTHOLE PRIORTO CONTRUCTION TO VERIFY LOCATION OF WATER LINE.DETUNDERGROUND DETENTION FACILITY. FACILITY TO BEARCH CHAMBERS SC-160LP FROM ADS.1/C5.0RGRAIN GARDEN1/C5.1SDCONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBINGPLANS FOR CONTINUATION. SIZE AND IE AS NOTED.!!UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O.CALLOUTDESCRIPTIONDETAIL REF.ADAREA DRAIN TYPE 1COCLEANOUT TO GRADEFCMHFLOW CONTROL MANHOLEMHMANHOLEOFOUTFALLOVOVERFLOW INLETSEDMHSEDIMENTATION MANHOLESTUBSTUBSHEET NOTESUTILITY LABEL LEGENDSET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, OR16TH ST SPRINGFIELDDATESD SET2023-07-14STAMPC3.0PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MKP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW2023-10-20SCALE101 INCH = 10 FEET10200UTILITY PLAN VANFF=462.71FF=462.71FF=462.71FF=462.71460.31459.6416TH ST.461.72461.85461.85461.78461.93(461)(460)(461)(462 ) (462 ) (462)462462462461462 462 461460461.88462461462462462462462 461.51461.44CONTOUR MAJOR (FG)CONTOUR MINOR (FG)EX. CONTOUR MAJOREX. CONTOUR MINORDRAINAGE FLOW DIRECTIONSPOT ELEVATIONDESCRIPTION LISTED BELOW.NO DESCRIPTION MEANS TP OR TGFFFINISHED FLOORFGFUTURE GRADEXX.XX XXGRADE BREAK1.SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.2.LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANYDIRECTION.3.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADAACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG).CALLOUT DESCRIPTIONSHEET NOTESSHEET LEGENDGRADING LABEL LEGEND49504950(XXX.X±)EXISTING GRADE(MATCH WHERE APPLICABLE)GRADING SLOPE AND DIRECTION (DOWNHILL)X.X%SLOPE ORIENTATION INDICATING DIRECTION OFMAXIMUM GRADE (DOWNHILL)[X.X%]SET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, OR16TH ST SPRINGFIELDDATESD SET2023-07-14STAMPC4.0PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MKP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW2023-10-20GRADING PLANSCALE101 INCH = 10 FEET10200GRADING PLAN SCALE:NTS1SC-160 LP ARCH CHAMBERSNOT TO SCALEUNDERDRAIN DETAIL5SC-160LP TECHNICAL SPECIFICATIONS24" PVC INSPECTION PORT DETAIL(SC SERIES CHAMBER)4SC-160LP CROSS SECTION DETAIL1SC-160LP ISOLATOR ROW PLUS DETAIL3MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOPOF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT ORUNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENTSUBBASE MAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOPOF THE EMBEDMENT STONE ('B' LAYER) TO 14" (355 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE APART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROMTHE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THESUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3PLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.ACCEPTABLE FILL MATERIALS: STORMTECH SC-160LP CHAMBER SYSTEMSNOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OFTHERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUMCOVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5”·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO400 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLDOR YELLOW COLORS.DCB*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAYOCCUR, INCREASE COVER TO 20" (510 mm).14"(350 mm)MIN*10'(3.0 m)MAX6" (150 mm)MIN12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUNDCLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS25"(635 mm)12" (300 mm)MINDEPTH OF BASE STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MINAEXCAVATION WALL(CAN BE SLOPED OR VERTICAL)PERIMETER STONE(SEE NOTE 4)SC-160LPEND CAPSUBGRADE SOILS(SEE NOTE 3)NO SPACING REQUIREDBETWEEN CHAMBERSPAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)12"(305 mm)**THIS CROSS SECTION DETAIL REPRESENTSMINIMUM REQUIREMENTS FOR INSTALLATION.PLEASE SEE THE LAYOUT SHEET(S) FORPROJECT SPECIFIC REQUIREMENTS.SUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)CATCH BASINOR MANHOLESTORMTECH HIGHLY RECOMMENDSFLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-160LP CHAMBER8" (200 mm) HDPE ACCESS PIPE REQUIREDUSE 8" OPEN END CAP PART #: SC160IEPP08OPTIONAL INSPECTION PORTSC-160LP END CAPONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSWEIRWEIR HEIGHT TBD BYSITE DESIGN ENGINEERINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR PLUS ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUSB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.NOTE:INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST.STORMTECH CHAMBERCONCRETE COLLARPAVEMENT12" (300 mm) MIN WIDTHCONCRETE SLAB6" (150 mm) MIN THICKNESS8" NYLOPLAST INSPECTION PORTBODY (PART# 2708AG4IPKIT) ORTRAFFIC RATED BOX W/SOLIDLOCKING COVERCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONS4" (100 mm)SDR 35 PIPE4" (100 mm) INSERTA TEETO BE CENTERED ONCORRUGATION CRESTPART #STUBASC160EPP6" (150 mm)0.66" (16 mm)8" (200 mm)0.80" (20 mm)SC160EPP088" (200 mm)0.96" (24 mm)ALL STUBS ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDEDIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FORADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)25.0" X 12.0" X 85.4" (635 mm X 305 mm X 2169 mm)CHAMBER STORAGE6.85 CUBIC FEET (0.19 m³)MINIMUM INSTALLED STORAGE*16.0 CUBIC FEET (0.45 m³)WEIGHT24.0 lbs.(10.9 kg)*ASSUMES 6" (152 mm) ABOVE, 6" (152 mm) BELOW, AND STONE BETWEEN CHAMBERS WITH 40% STONE POROSITY.25.0"(635 mm)12.0"(305 mm)90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)BUILD ROW IN THIS DIRECTIONSTART END4.4"(112 mm)A11.7"(297 mm)18.6"(472 mm)AABBSECTION A-ASECTION B-BNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMSOUTLET MANIFOLDSTORMTECHEND CAPSTORMTECHCHAMBERSSTORMTECHCHAMBERSTORMTECHEND CAPDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSSC-160LP STANDARD DETAILS FOR STORMTECHINSTALLATION INSTRUCTIONSVISIT OUR APPSiteAssistAdvanced Drainage Systems, Inc.SC-160LP STORMTECH CHAMBER SPECIFICATIONS1. CHAMBERS SHALL BE STORMTECH SC-160LP.2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALLENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE METFOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITHCONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTMF2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ONMINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTODESIGN TRUCK.7. REQUIREMENTS FOR HANDLING AND INSTALLATION:· TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING STACKING LUGS.· TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BELESS THAN 1.5”.· TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BEGREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESISTCHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALLBE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:· THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.· THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THEAASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.· THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-160LP SYSTEM1. STORMTECH SC-160LP CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2. STORMTECH SC-160LP CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-160LP CONSTRUCTIONGUIDE".3. FOUNDATION STONE AND EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE;AASHTO M43 #3,357, 4, 467, 5, 56, OR 57.4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5. THE DEPTH OF FOUNDATION STONE SHALL BE DETERMINED BASED ON THE SUBGRADE BEARING CAPACITY PROVIDED BY THESITE DESIGN ENGINEER.6. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES CONCERNING CHAMBER FOUNDATION DESIGN AND SUBGRADE BEARINGCAPACITIES TO THE SITE DESIGN ENGINEER.7. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.8. CHAMBERS SHALL BE INSTALLED "TOE TO TOE". NO ADDITIONAL SPACING BETWEEN ROWS IS REQUIRED.9. STORMTECH RECOMMENDS 3 BACKFILL METHODS:· STONESHOOTER LOCATED OFF THE CHAMBER BED.· BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.· BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.10. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THESUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-160LP CHAMBERS IS LIMITED:· NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.· NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED INACCORDANCE WITH THE "STORMTECH SC-160LP CONSTRUCTION GUIDE".· WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-106LP CONSTRUCTION GUIDE".2. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FORCONSTRUCTION EQUIPMENT.ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON REFERENCED STANDARDS. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT, UNLESS THE PLANS ARE SIGNED AND SEALED BY THE SITE DESIGN ENGINEER. THE SITE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION AND SEALING THE DOCUMENT. IT IS THE SITE DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. REVIEWED: DRAWN: PROJECT NO: DATE:SHEETREV: 4640 TRUEMAN BLVD HILLIARD, OH 43026 Advanced Drainage Systems, Inc. StormTech Chamber System 888-892-2694 | WWW.STORMTECH.COM ®SET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, OR16TH ST SPRINGFIELDDATESD SET2023-07-14STAMPC5.0PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MKP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW2023-10-20CIVIL DETAILS NOTE:1.INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON-FLOATING MULCH AS APPROVED BYLANDSCAPE ARCHITECT.SCALE:NTS1TYP. VEGETATED FILTRATION BASIN (VFB)30 MIL.IMPERMEABLELINERVARIESBOTTOMOF BASINWET ZONE13TYP24" U.N.O 9" MAX. DEPTH12", TYP.9" MIN.SAME AS BOTTOMAREA, MIN. 3'NOTE 14" PVC PERF. PIPE FOR EXTENTOF BASIN.SLOPE TO DRAIN.DRAINAGEFILLGROWING MEDIUM SEESPECSPLANTINGS, SEELANDSCAPE PLANS3" GRAVELLENSESET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, OR16TH ST SPRINGFIELDDATESD SET2023-07-14STAMPC5.1PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MKP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW2023-10-20CIVIL DETAILS VANSET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, OR16TH ST SPRINGFIELDDATESTAMPRBA #:P.I.C:PM / PA:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGPETER KINGPM NAME2204NOT FORCONSTRUCTIONLA:LAN40'10'20'0' 1" = 20'-0"1ARCHITECTURAL SITE PLANPROPERTY LINESETBACK LINEPROPOSED FIRE LANELEGENDASPHALT PAVINGCONCRETE PAVINGPLANT BEDLAWNNEW FENCE / GATEMOW BANDSTORMWATER AREABENCH / SEAT WALL(E) FENCE TO REMAINSTREET LIGHT(E) STREET LIGHT TO BE REMOVEDSITE/PARKING LIGHT(MAX HEIGHT 20')STREET TREECANOPY TREECONIFER TREESHORT TERM BIKE PARKING:HOOPS - 10 TOTAL SPACESELECTRIC VEHICLE READY SPACEEVA-100ARCHITECTURALSITE PLAN9'-0"TYP.9'-0"STREET TREES PERLANDSCAPE PLAN10'-0"FRONT YARDSETBACK5'-0"SIDE YARD SETBACK SIDE YARD SETBACK 5'-0"10'-0"BACK YARDSETBACKWELL HEAD - 100' RADIUS5'-0" 11'-0" 5'-0" 1'-6"22'-0"13'-0 1/16"9'-8 15/16"5'-0" 11'-0"SECURED OUTDOOR COURTYARDCOURTYARD LIGHT(MAX HEIGHT 20')5'-0"5'-0"ALL ONSITE INTERNAL SIDEWALKSSHALL BE LIGHTED TO REQUIRED2 FOOT CANDLE MINIMUM.COVERED INTERNAL CIRCULATION:WALL MOUNTED LIGHTING SHALL BEPROVIDED TO MEET 2 MINIMUM LIGHTING REQUIREMENTS.EVEVEVEVEVEVEVEVEVEVEVEV18'-0"24'-0"18'-0" 18'-0"24'-0" 22'-0" 2'-0"EVEVEVEVTRASHROOM108BUMPER OVERHANG 3'-6"3'-0"6'-0"7'-0"9'-0"9'-0"2'-0"BUMPER OVERHANG PARKING: 11 STANDARD, 1 ADAPARKING: 25 STANDARD, 2 ADALONG TERM BIKE PARKING: WALLMOUNTED RACK - 29 TOTALSPACES (14 ON 2ND FL)2'-0"6'-0"4'-0"8'-0"LONG TERM BIKE PARKING:OVERSIZED CLEARANCE,HOOPS - 3 TOTAL2'-0"4'-0" 1'-6"5'-0"FDC CONNECTION8'-0 5/8"11'-10 1/2" 144'-9"HOSE LENGTHLESS THAN 150'ABOVEGROUNDTRANSFORMER ANDBACKFLOW VAULTSABOVEGROUNDTRANSFORMER ANDBACKFLOW VAULTSPROPOSEDMONUMENT SIGNLOCATION PER COSSIGN STANDARDSPROPOSED STREETLIGHT LOCATIONPROPOSED STREETLIGHT LOCATIONMOVEABLE FURNITURE- N.I.C., TYP.LOCATION FOR RAISED PLANTERCONTAINERS FOR TENANT USE.3 ENTRIES TOCOURTYARD - GATED.ROOFOVERHANG94'-0 3/4"61'-9 1/2"130'-10 1/4"135'-5 7/8"150' FIRE ACCESS150' FIRE ACCESS38'-0"DD SET 2023-10-20ISSUED FOR SITE REVIEWNOT FOR CONSTRUCTIONSITE REVIEW: 2023-10-20LUMEN0.1 fc0.5 fc1.0 fc0.1 fc0.5 fc1.0 fcISOFOOTCANDLE PLOT LINESMAILBOXESL1L1L2L2(SITE/PARKING LIGHTS) A-2011 2 A-211__________ 1 A-211 __________ 3 A-211__________3 A-211__________ 4 A-211__________ 4 A-211__________ 1 1 BB 2 2 CC 9 9 10 10 GG HH 3 3 DD 8 8 FF 4 4 5 5 7 7 EE A IA-2012 A-2013A-2014A-2024321 398 SF COMMUNITY RM 102 172 SF OFFICE 103 58 SF WC 104 228 SF TRASH 108 274 SF MAINT/STORAGE 106 ELEVATOR EL-1 1-BED 110 1-BED 111 1-BED 112 1-BED 113 2-BED 114 1-BED 115 1-BED 116 1-BED 117 1-BED 118 2-BED 119 1-BED 120 1-BED 121 1-BED 122 1-BED 123 2-BED 124 1-BED 125 STUDIO 126 STOR S124 STOR S125 STOR S126 STOR S127 STOR S128 _________ A-401 1 45 SF PKG 105 141 SF ENTRY 101 27' - 0"8' - 4"27' - 9 3/4"22' - 9"22' - 9"22' - 11 3/4"6' - 4"26' - 6"27' - 6"26' - 6"8' - 4"30' - 0"30' - 0"8' - 4"26' - 6"10' - 2 3/4"1-BED 127167' - 4 3/4"MAILBOXES PATIO CANOPY OVERHEAD SHOWN DASHED, TYP. CANOPY OVERHEAD SHOWN DASHED F.O. EXTERIOR WALL ABOVE SHOWN DASHED WALKWAY NORTH W102 WALKWAY EAST W103 WALKWAY SOUTH W104 WALKWAY WEST W101 STAIR NORTH S101 STAIR SOUTH S102PROPERTY LINE164' - 5 1/2" 27' - 0"8' - 4"27' - 9 3/4"22' - 9"22' - 9"22' - 11 3/4"6' - 4"26' - 6" 1' - 6" 22' - 11 3/4" 2' - 0" 1' - 6"7' - 4 1/2"19' - 6 3/4"22' - 6 1/4"22' - 9"22' - 5 3/4"22' - 9 1/2"19' - 6 3/4"7' - 4 1/2"144' - 5"PROPERTY LINE22' - 11 3/4"16' - 4 3/4"12' - 2 1/2"22' - 11 3/4"15' - 6"22' - 9"32' - 6"A-452 1 A-451 1 A-456 1 A-457 1 135 SF ELECTRICAL 109 106-2 106A-1106-1104-1103-1 101-2102-1101-1102-2109-1108-2 108-1S128-1S127-1S126-1S125-1S124-1105-1 57 SF JAN 106A SF04 SF03 SF02 SF01 A-455 1 A-453 1 1 A-452 1 A-452 STOR S123 STOR S122 STOR S121 STOR S120 STOR S117 STOR S116 STOR S113 STOR S112 STOR S111 STOR S110 3 A-301 __________ _________ A-411 5 RISER R101 RISER R102EXT-1 EXT-1 EXT-1 EXT-1 1 A-452 1 A-452 1 A-452 1 A-453 1 A-453 1 A-453 1 A-453 1 A-453 1 A-453 1 A-453 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW1 W2A16W28A16 EW3 EW1 EW1 EW1 EW1 EW1 EW1 EW2 EW1 EW1 EW1 EW1 EW1 EW1 EW2 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW2 EW1 EW1 EW2 EW2 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1EW1 EW1 EW1 EW1 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16W28A16 W2A16W28A16W2A16 W2A16 W28A16 W28A16 W2A16 W28A16 W2A16A-2025A-2026 S110-1S111-1 S112-1 S113-1 S116-1S117-1S120-1S121-1S122-1S123-1 R102-1 R101-1 SPRINKLER RISER DISPLAY BOXA-2027A-2028 9 TYPE A 4 A-301 __________ UE-T1UE-T1UE-T1 UE-T1 UE-SL1UE-SL1UE-SL1 UE-SL1 UE-SL1 UE-SL2UE-SL1UE-SL2UE-SL2UE-SL1UE-SL2UE-SL1UE-SL2UE-SL1UE-SL1 UE-SL2UE-T1 UE-SL1UE-SL1 UE-T1UE-T1 UE-SL1UE-SL1 UE-T1 UE-SL1UE-T1UE-SL1UE-T1UE-T1UE-SL1UE-T1UE-SL11. 2. 3. 4. 5. 6. 7. 8. ALL DIMENSIONS TO FACE OF FRAMING / MASONRY / CONCRETE U.N.O. SEE DOOR FRAMING DIAGRAM THIS SHEET FOR TYPICAL DOOR FRAMING LAYOUTS. ELEVATOR SHAFTS, 1HR FIRE-RATING. REFER TO FIREPROOFING FLOOR FRAMING DIAGRAMS FOR FIREPROOFING LOCATIONS AT STRUCTURE AND FLOOR ASSEMBLIES. RATED WALL ASSEMBLIES TO BE CONTINUOUS AT WALL JOINS WITH NON-RATED WALLS. TYP. COORDINATE PLANS AND INTERIOR ELEVATIONS FOR INTERIOR STOREFRONT DIMENSIONS. COORDINATE WITH REFLECTED CEILING PLANS FOR SOFFIT AND TOP OF WALL DETAIL CALLOUTS. PROVIDE DEFLECTION HEAD AT ALL FULL HEIGHT WALLS U.N.O. SEE OFFICE FURNITURE IS INDICATED FOR DESIGN CLARITY ON THE FLOOR PLAN WITH A DASHED GRAY LINE. THIS FURNITURE IS N.I.C GENERAL NOTES: FLOOR PLANS UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE OUTSIDE FACE OF THE JAMB OR TRIM IS 4" OFF ADJACENT WALL. NOTE THAT THE HOLLOW METAL DOOR FRAMES AND INTERIOR STOREFRONT TYPE B WILL REQUIRE DIFFERENT ROUGH OPENING DIMENSIONS TO ACHIEVE THE 4" OFFSET FROM THE ADJACENT WALL. SEE DETAILS. WALL TYPES: WALL TYPE NOTES: SEE WALL ASSEMBLIES SHEET A-XXX FOR WALL TYPE INFORMATION. TYPICAL DOOR FRAMING: DOOR R.O. UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE FACE OF THE R.O. IS 3" OFF THE FACE OF ADJACENT WALL FRAMING. 3"DOOR R.O.3" HM FRAME KD FRAME DOOR R.O.3" WOOD FRAME STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:52:31 PMA-111 1ST FLOOR PLAN 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 1/8" = 1'-0"A-11111ST FLOOR PLAN UNIT SCHEDULE Name Area Level 1-BED 591 SF 2ND FLOOR 1-BED 586 SF 1ST FLOOR 1-BED 608 SF 1ST FLOOR 1-BED 579 SF 1ST FLOOR 1-BED 579 SF 1ST FLOOR 1-BED 579 SF 1ST FLOOR 1-BED 581 SF 1ST FLOOR 1-BED 591 SF 1ST FLOOR 1-BED 573 SF 1ST FLOOR 1-BED 579 SF 1ST FLOOR 1-BED 579 SF 1ST FLOOR 1-BED 579 SF 1ST FLOOR 1-BED 579 SF 1ST FLOOR 1-BED 579 SF 1ST FLOOR 1-BED 582 SF 1ST FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 586 SF 2ND FLOOR 1-BED 573 SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 580 SF 2ND FLOOR 1-BED 584 SF 2ND FLOOR 1-BED 608 SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 581 SF 2ND FLOOR 1-BED 586 SF 2ND FLOOR 1-BED: 30 2-BED 890 SF 1ST FLOOR 2-BED 937 SF 1ST FLOOR 2-BED 937 SF 1ST FLOOR 2-BED 890 SF 2ND FLOOR 2-BED 937 SF 2ND FLOOR 2-BED 937 SF 2ND FLOOR 2-BED: 6 STUDIO 411 SF 1ST FLOOR STUDIO 385 SF 2ND FLOOR STUDIO 411 SF 2ND FLOOR STUDIO: 3 COMMUNITY/UTIL ROOM SCHEDULE Number Name Area 101 ENTRY 141 SF 102 COMMUNITY RM 398 SF 103 OFFICE 172 SF 104 WC 58 SF 105 PKG 45 SF 106 MAINT/STORAGE 274 SF 106A JAN 57 SF 108 TRASH 228 SF 109 ELECTRICAL 135 SF R101 RISER 5 SF R102 RISER 6 SF S110 STOR 23 SF S111 STOR 23 SF S112 STOR 23 SF S113 STOR 23 SF S116 STOR 23 SF S117 STOR 23 SF S120 STOR 23 SF S121 STOR 23 SF S122 STOR 23 SF S123 STOR 23 SF S124 STOR 23 SF S125 STOR 24 SF S126 STOR 24 SF S127 STOR 24 SF S128 STOR 23 SF S210 STOR 23 SF S211 STOR 23 SF S212 STOR 23 SF S213 STOR 23 SF S216 STOR 23 SF S217 STOR 23 SF S220 STOR 23 SF S221 STOR 23 SF S222 STOR 23 SF S223 STOR 23 SF S225 STOR 24 SF S226 STOR 24 SF S227 STOR 24 SF S228 STOR 23 SF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20 FLOOR DRAIN A-2011 2 A-211__________ 1 A-211 __________ 3 A-211__________3 A-211__________ 4 A-211__________ 4 A-211__________ 1 1 BB 2 2 CC 9 9 10 10 GG HH 3 3 DD 8 8 FF 4 4 5 5 7 7 EE A IA-2012 A-2013A-2014A-2024321 1-BED 222 1-BED 223 1-BED 210 1-BED 211 1-BED 212 1-BED 213 2-BED 214 1-BED 215 1-BED 216 1-BED 217 1-BED 218 2-BED 219 1-BED 220 1-BED 221 2-BED 224 1-BED 225 STUDIO 226 1-BED 228 ELEVATOR EL-1 1-BED 231 1-BED 227 STUDIO 230 27' - 0"8' - 4"27' - 9 3/4"22' - 9"22' - 9"22' - 11 3/4"6' - 4"26' - 6"27' - 6"26' - 6"8' - 4"30' - 0"30' - 0"8' - 4"26' - 6"10' - 2 3/4"167' - 4 3/4"PATIO CANOPY BELOW, TYP. CANOPY BELOW CANOPY BELOW WALKWAY EAST W203 WALKWAY NORTH W202 WALKWAY SOUTH W204 STAIR NORTH S201 STAIR SOUTH S202 164' - 5 1/2" 27' - 0"8' - 4"27' - 9 3/4"22' - 9"22' - 9"22' - 11 3/4"6' - 4"26' - 6" 1' - 6"144' - 5"7' - 4 1/2"19' - 6 3/4"22' - 6 1/4"22' - 9"22' - 5 3/4"22' - 9 1/2"19' - 6 3/4"7' - 4 1/2"22' - 11 3/4"2' - 6"23' - 6"12' - 2 1/2"22' - 11 3/4"15' - 6"22' - 11 3/4"22' - 11 3/4"15' - 6"22' - 9"32' - 6"1' - 6" WALKWAY WEST W201 A-454 1 STOR S225 STOR S226 STOR S227 STOR S228S228-1S227-1S226-1S225-1STOR S210 STOR S211 STOR S212 STOR S213 STOR S216 STOR S217 STOR S220 STOR S221 STOR S222 STOR S223 3 A-301 __________ _________ A-411 3 _________ A-411 6 EXT-1EXT-1 EXT-1 1 A-451 1 A-451 1 A-457 1 A-456 1 A-455 1 A-453 1 A-452 1 A-452 1 A-452 1 A-452 1 A-453 1 A-453 1 A-452 1 A-452 1 A-452 1 A-452 1 A-453 1 A-453 1 A-453 1 A-453 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW2 EW2 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW2 EW2 EW2 EW2 EW1 EW1 EW1 EW1 EW1 EW1 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 W2A16W28A16W2A16W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16 W28A16 W2A16W28A16W2A16 W28A16W2A16W28A16W2A16 W2A16 W28A16 W28A16 W2A16 W2A16 W28A16 W28A16 W2A16 W28A16 W2A16 W2A16A-2025A-2026 S210-1S211-1 S212-1 S213-1 S216-1S217-1S220-1S221-1S222-1S223-1A-2027A-2028 9 TYPE A 4 A-301 __________ UE-SL1UE-SL1UE-SL1 UE-SL1 UE-SL1 UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL1UE-SL11. 2. 3. 4. 5. 6. 7. 8. ALL DIMENSIONS TO FACE OF FRAMING / MASONRY / CONCRETE U.N.O. SEE DOOR FRAMING DIAGRAM THIS SHEET FOR TYPICAL DOOR FRAMING LAYOUTS. ELEVATOR SHAFTS, 1HR FIRE-RATING. REFER TO FIREPROOFING FLOOR FRAMING DIAGRAMS FOR FIREPROOFING LOCATIONS AT STRUCTURE AND FLOOR ASSEMBLIES. RATED WALL ASSEMBLIES TO BE CONTINUOUS AT WALL JOINS WITH NON-RATED WALLS. TYP. COORDINATE PLANS AND INTERIOR ELEVATIONS FOR INTERIOR STOREFRONT DIMENSIONS. COORDINATE WITH REFLECTED CEILING PLANS FOR SOFFIT AND TOP OF WALL DETAIL CALLOUTS. PROVIDE DEFLECTION HEAD AT ALL FULL HEIGHT WALLS U.N.O. SEE OFFICE FURNITURE IS INDICATED FOR DESIGN CLARITY ON THE FLOOR PLAN WITH A DASHED GRAY LINE. THIS FURNITURE IS N.I.C GENERAL NOTES: FLOOR PLANS UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE OUTSIDE FACE OF THE JAMB OR TRIM IS 4" OFF ADJACENT WALL. NOTE THAT THE HOLLOW METAL DOOR FRAMES AND INTERIOR STOREFRONT TYPE B WILL REQUIRE DIFFERENT ROUGH OPENING DIMENSIONS TO ACHIEVE THE 4" OFFSET FROM THE ADJACENT WALL. SEE DETAILS. WALL TYPES: WALL TYPE NOTES: SEE WALL ASSEMBLIES SHEET A-XXX FOR WALL TYPE INFORMATION. TYPICAL DOOR FRAMING: DOOR R.O. UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE FACE OF THE R.O. IS 3" OFF THE FACE OF ADJACENT WALL FRAMING. 3"DOOR R.O.3" HM FRAME KD FRAME DOOR R.O.3" WOOD FRAME STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:52:38 PMA-112 2ND FLOOR PLAN 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 1/8" = 1'-0"A-11212ND FLOOR PLAN ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20 A-2011 2 A-211__________ 1 A-211 __________ 3 A-211__________3 A-211__________ 4 A-211__________ 4 A-211__________ 1 1 BB 2 2 CC 9 9 10 10 GG HH 3 3 DD 8 8 FF 4 4 5 5 7 7 EE AA IIA-2012 A-2013A-2014A-2024321 27' - 0"8' - 4"27' - 9 3/4"22' - 9"22' - 9"22' - 11 3/4"6' - 4"26' - 6" 164' - 5 1/2"27' - 6"26' - 6"8' - 4"30' - 0"30' - 0"8' - 4"26' - 6"10' - 2 3/4"167' - 4 3/4"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"RIDGERIDGERIDGE RIDGE 3 A-301 __________RIDGERIDGERIDGE VENT, TYP. 4 A-301 __________ STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:52:41 PMA-113 ROOF PLAN 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 1/8" = 1'-0"A-1131ROOF PLAN ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 1 A-211__________3 A-211__________ BC G HDFEA I OPEN TO COURTYARD 3 A-301 __________ W02 W03W07 W01 W07 W07W07 W03 W01 W07 W07 W07 W01 W03 W07 W03 W01 W07 W07 W07 W01 W07 W01 W07W07 W07W10 W01 W07 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 4 A-211__________ 12 9 1038457 OPEN TO COURTYARD W04 W04W04 W04 W04 W04W07 W07 W01 W03 W07 W07 W07 W01 W03 W07W07 W07W03 W01 W07W07 W07W03 W01 W07W04 W04 W08 W08 W04 W04 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 3 A-211__________ BCGHDFE A W07 W07 W01 W04 W04W07 W07 W07 W07 W01 W07 W07 W07 W07 W01W01 W07 W07 W07 W07 W01 W07 W07 W07 W07 W04 W04 W01 W07 W06 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 2 A-211 __________4 A-211 __________ 1291038457 OPEN TO COURTYARD W02 W05 W07 W01 W03W07 W07W07 W03 W01 W07 W07 W07 W03 W01 W07 W07 W07 W03 W01 W07 W07W04 W04W04 W04W04 W04 STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:53:04 PMA-201 BUILDING ELEVATIONS 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 1/8" = 1'-0" | Ref: 1 / A-111A-2011WEST ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2012SOUTH ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2013EAST ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2014NORTH ELEVATION ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 2 A-211__________ 23 8457 OPEN TO NORTH PARKING 16 A-311 __________ 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 1 A-211 __________ DFE OPEN TO STREET 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 38457 OPEN TO SOUTH PARKING 4 A-301 __________ 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" D FE 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 1 A-211__________3 A-211__________ BCGHDFE AI OPEN TO STREET DISPLAY BOX 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" GH 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 3 A-211 __________ B C 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 4 A-211 __________ 1 W09 W09 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 4 A-211 __________ 12 W07 STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:53:17 PMA-202 BUILDING ELEVATIONS 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 1/8" = 1'-0" | Ref: 1 / A-111A-2024COURTYARD NORTH ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2021 COURTYARD WEST ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2022COURTYARD SOUTH ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2023 COURTYARD EAST ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2025WALKWAY WEST - WEST ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2026SOUTH ENTRY - EAST ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2027 STAIR WALKWAY - EAST ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2028 ENTRY - NORTH ELEVATION 1/8" = 1'-0" | Ref: 1 / A-111A-2029ENTRY - SOUTH ELEVATION ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" OPEN OPEN 3 A-211 __________ B C D 1-BED 211 1-BED 111 _________ A-301 1 _________ A-301 2 F2 R1 F1 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 4 A-211__________ 1 2 3 OPEN OPEN F3 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 2 A-211__________4 A-211__________ 12 9 1038457 1-BED 110 1-BED 210 1-BED 211 1-BED 111 1-BED 212 1-BED 112 1-BED 213 1-BED 113 2-BED 114 2-BED 214 1-BED 231 MAINT/STORAGE 106OPEN TO NORTH PARKING OPEN F4 F2 F2 R1 STAIR NORTH S201 F1 F1? 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF20' - 0" 1 A-211__________3 A-211 __________ BC G HDFEA I STUDIO 2301-BED 228 TRASH 108 2-BED 224 2-BED 124COMMUNITY RM 102 ENTRY 101 1-BED 231 1-BED 225 1-BED 125 STUDIO 126 STUDIO 226 1-BED 227 1-BED 127 OPEN TO COURTYARD OPEN PKG 105 OFFICE 103 MAINT/STORAGE 106 R1 F2 F1 F2 F1 ROOF RIDGE BEYOND STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:53:24 PMA-211 BUILDING SECTIONS 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 1/8" = 1'-0"A-2112SECTION - TYP. 1/8" = 1'-0"A-2111 SECTION - WEST ENTRY 1/8" = 1'-0"A-2113SECTION - EW - NORTH 1/8" = 1'-0"A-2114SECTION - NS - EAST ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20 1. 2. 3. 4. 5. 6. PROVIDE GLAZING IN ALL DOORS, WINDOWS, & STOREFRONT SYSTEMS PER SCHEDULE & SPECIFICATIONS. PROVIDE TEMPERED GLASS IN ALL DOOR LITES, SIDELITES & TRANSOMS PER CODE. COORDINATE LOW VOLTAGE SECURITY SYSTEMS WITH HARDWARE & FRAMES. DOORS: WHERE A FLOOR MATERIAL CHANGES BETWEEN ROOMS, MAKE TRANSITION AT CENTER LINE OF DOOR. DOORS: VERIFY ALL FLOOR TRANSITIONS & THRESHOLDS MEET FHA/ADA REQUIREMENTS. THRESHOLDS NOT TO EXCEED 1/2" ABOVE FINISH FLOOR. THREASHOLDS & FLOOR TRANSITIONS GREATER THAN 1/4" ABOVE FINISH FLOOR MUST BE BEVELED WITH A SLOPE NOT GREATER THAN 50%. DOORS: OPENINGS IN SHAFT ENCLOSURES SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716 AS REQUIRED FOR FIRE BARRIERS. DOORS SHALL BE SELF OR AUTOMATIC CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH 2019 OSSC SECTIONS 713.7 & 716.2.6.6. ALL VIEWS IN STOREFRONT AND WINDOW INDEX ARE FROM EXTERIOR UNLESS NOTED OTHERWISE. ROUGH OPENINGS (RO): STOREFRONT, VINYL WINDOWS AND VINYL SLIDING PATIO DOORS: DIMENSIONS NOTED ON THIS SHEET ARE ROUGH OPENINGS. SWING DOORS: ROUGH OPENING CALCULATED PER FRAME TYPE BASE ON NOTED DOOR PANEL SIZE. PROVIDE WINDOW COVERINGS AT STOREFRONT PER INTERIOR ELEVATIONS. PROVIDE WINDOW COVERING AT RESIDENTIAL UNITS PER GENERAL NOTE ON UNIT PLAN SHEETS. WHERE "(#) EQ PANELS" IS CALLED OUT, SPACE FRAMING TO ACHIEVE DENOTED NUMBER OF EQUALLY WIDE GLASS PANES. AT EXTERIOR HOLLOW METAL DOOR FRAMES, PROVIDE A 1" BACK BEND ON THE EXTERIOR SIDE OF THE DOOR. GENERAL NOTES: OPENINGS KEY AC: ACCESS CONTROL ALU: ALUMINIUM STOREFRONT SYSTEM - ALUMINIUM DP: DOOR PANEL (REVIT NAMING CONVENTION FOR RB) FGLS: FIBERGLASS KD: KNOCK DOWN FRAME - "TIMLEY" HM: HOLLW METAL - STEEL VINYL: VINYL WD: WOOD S SAFETY GLAZING SHALL BE LOCATED AT THE LOCATIONS INDICATED AS WELL AS THE FOLLOWING. CONTRACTOR TO CONFIRM LOCATIONS. 1.SAFETY GLAZING IS REQUIRED WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR: OPERABLE PANELS, WHERE AN INDIVIDUAL PANEL IS GREATER THAN 9 SQFT, WHERE AN EXPOSED BOTTOM EDGE LESS THAN 18 ” AFF AND THE EXPOSED TOP EDGE GREATER THAN 36 ” AFF AND WITHIN 36 ” HORIZONTALLY OF ONE OR MORE WALKING SURFACES. 2.SAFETY GLAZING IS ALSO REQUIRED IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOORS ASSEMBLIES, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, AND ADJACENT TO THE DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 ” ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 ” ABOVE THE WALKING SURFACE. 3.SAFETY GLAZING SHALL BE REQUIRED ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36” HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60” ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 4. GLAZING TYPES INDICATED ON FRAME ELEVATIONS. GENERAL NOTES: SAFETY GLAZING A2AC PANEL WIDTH PANEL HEIGHTDP-FlushDP-Full LiteALU SECTIONAL DOORCOILING DOORDP-Half Lite UE-SL1UE-SL2UE-T1 3' - 0"1' - 3"6' - 8"3' - 0" 2' - 9"3' - 0"7' - 0"7' - 11 1/4"6' - 8"3' - 0" WOOD FRAMES, ACCESSIBLE THRESHOLDS, BETWEEN THE GLASS BLINDS IN THE DOOR (STANDARD MINI BLIND ON THE SIDELITE) W01W02W03W04 W05 W06W07W08W09 7' - 8"6' - 0"6' - 0"5' - 3"6' - 0"5' - 6"5' - 3"5' - 8" 2' - 6"2' - 6"2' - 6"5' - 0"3' - 0"3' - 0"5' - 3"2' - 6"3' - 4"5' - 6"5' - 3"W105' - 3"3' - 0" 1. A. B. ROUGH OPENINGS: DIMENSIONS SHOWN FOR VINYL WINDOWS, CURTAINWALL, AND STOREFRONT DESIGNATE THE WALL ROUGH OPENINGS (R.O.). WINDOW FRAME DIMENSIONS SHALL ACCOUNT FOR 3/8" MIN. JOINT ON ALL SIDES. VERIFY VERTICAL ALIGNMENT OF ROUGH OPENINGS PRIOR TO WATERPROOFING WINDOW OPENINGS TO ENSURE JAMBS ARE WITHIN 1/4" TOLERANCE ACROSS VERTICAL STACK OF WINDOWS. GENERAL NOTES: BUILDING ELEVATIONS 2. 3. A. B. C. D. ALL EXTERIOR GLAZING TO BE INSULATED GLAZING UNITS. GLAZING TO BE TEMPERED IN THE FOLLOWING LOCATIONS: FIXED AND OPERABLE PANELS OF SWINGING OR SLIDING DOORS. GLAZING IN FIXED OR OPERABLE PANELS WITHIN 24" OF A DOOR WHERE THE BOTTOM EDGE IS BELOW 18" AFF AND THE TOP EDGE IS ABOVE 36" AFF. GLAZING IN FIXED OR OPERABLE PANELS > 9 SF WHERE THE BOTTOM EDGE IS BELOW18" AFF AND THE TOP EDGE IS ABOVE 36" AFF. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY MEETING REQUIREMENTS OF OSSC 2406.4.7. 4. 5. FOR ADDITIONAL LOUVER TYPES NOT SHOWN WITHIN STOREFRONT, SEE LOUVER TYPES SHEET. LOUVERS INDICATED IN STOREFRONT OR CURTAINWALL FRAMES TO BE SIZED TO FIT INTO THE STOREFRONT OR CURTAINWALL SYSTEM WITH A GLAZING ADAPTOR. COLOR TO MATCH SF OR CW FRAME. 1ST FLOOR0" SF01 7' - 2"6' - 0" 1ST FLOOR0" SF02 5' - 7 3/8" 1ST FLOOR0" 10' - 0 7/16"7' - 2 1/2"SF03 1ST FLOOR0" SF04 4' - 4"7' - 2"1ST FLOOR0" 5' - 3 1/2"7' - 2"SF05 1/4" = 1'-0"A-5011HM DOOR FRAME INDEX 1/4" = 1'-0"A-5012DOOR PANEL INDEX STAMP RBA #: SET ISSUE P.I.C: PM / PA: DATE REV.DATE REVISIONS TO THIS SHEET Owner Project Name Project Address PROJECT TRACKING NOT FOR CONSTRUCTION DD 2023-09-29 SD UPDATE 2023-08-21 10/18/2023 4:54:04 PMA-501 WINDOW AND DOOR SCHEDULES 1875 16TH ST, SPRINGFIELD OR 16TH ST SPRINGFIELD PK BM 2204 1/4" = 1'-0"A-5014VINYL WINDOW INDEX DOOR SCHEDULE - RESIDENTIAL UNITS-INTERIOR DOOR TYPE PANEL THICKNESS FIRE RATING PANEL MATERIAL FRAME MATERIAL HARDWARE OPERATION GROUP DESCRIPTION NOTESHEIGHTWIDTH Exterior UE-SL16' - 8"3' - 0"1 3/4"FGLS WD FLUSH DOOR WITH SIDELITE-COURTYARD UNIT ENTRY UE-SL1: 39 UE-SL27' - 0"3' - 0"1 3/4"FGLS WD FULL LT DOOR WITH SIDELITE - EXTERIOR UNIT ENTRY UE-SL2: 6 UE-T16' - 8"3' - 0"1 3/4"FGLS WD FULL LT DOOR W/ TRANSOME - EXTERIOR UNIT ENTRY UE-T1: 12 Interior BP 3-86' - 8"3' - 8"1 3/8"WD WD FLUSH PULLS BYPASS DOORS BP 3-8: 2 BP 4-06' - 8"4' - 0"1 3/8"WD WD 05 BYPASS DOORS BP 4-0: 37 BP 5-06' - 8"5' - 0"1 3/8"WD WD 05 BYPASS DOORS BP 5-0: 6 BP 6-06' - 8"6' - 0"1 3/8"WD WD FLUSH PULLS BYPASS DOORS BP 6-0: 4 DD 5-06' - 8"5' - 0"1 3/4"WD DOUBLE SWING LOUVER DOORS DD 5-0: 30 SD 2-66' - 8"2' - 6"1 3/8"WD WD 02 SINGLE DOOR SD 2-6: 4 SD 3-06' - 8"3' - 0"1 3/8"WD WD 02 SINGLE DOOR-PRIVACY SD 3-0: 50 SD 3-0P6' - 8"3' - 0"1 3/8"WD WD 03 SINGLE DOOR-PRIVACY SD 3-0P: 33 DOOR SCHEDULE IDFROM ROOMTO ROOMRATING PANELFRAME DescriptionHEIGHTPANEL 1 WIDTHPANEL 2 WIDTHTYPEMATERIALTYPEMATERIAL 1ST FLOOR 101-1EXTERIORENTRY7' - 0"3' - 0"DP-Full LiteSFALU 101-2ENTRYWALKWAY WEST7' - 0"3' - 0"DP-Full LiteSFALU 102-1ENTRYCOMMUNITY RM7' - 0"3' - 0"DP-Full LiteCHM 102-2COMMUNITY RMWALKWAY WEST7' - 0"8' - 0"ALU SECTIONAL DOOR 103-1ENTRYOFFICE7' - 0"3' - 0"DP-Full LiteCHM 104-1ENTRYWC6' - 8"3' - 0"DP-FlushAHM 105-1PKGENTRY6' - 8"3' - 0"DP-Full LiteAHM 106-1MAINT/STORAGEWALKWAY WEST6' - 8"3' - 6"DP-FlushAHM 106-2OFFICEMAINT/STORAGE6' - 8"3' - 0"DP-FlushAHM 106A-1JANWALKWAY WEST6' - 8"3' - 0"DP-FlushAHM 108-1WALKWAY WESTTRASH6' - 8"3' - 0"DP-Half LiteAHM 108-2TRASHEXTERIOR7' - 0"10' - 0"COILING DOOR 109-1EXTERIORELECTRICAL7' - 0"3' - 0"DP-FlushAHM R101-1WALKWAY WEST6' - 8"2' - 0"DP-FlushAWD R102-1WALKWAY NORTHRISER6' - 8"2' - 0"DP-FlushAWD S110-1WALKWAY NORTHSTOR6' - 8"3' - 0"DP-FlushAWD S111-1WALKWAY NORTHSTOR6' - 8"3' - 0"DP-FlushAWD S112-1WALKWAY NORTHSTOR6' - 8"3' - 0"DP-FlushAWD S113-1WALKWAY NORTHSTOR6' - 8"3' - 0"DP-FlushAWD S116-1STORWALKWAY EAST6' - 8"3' - 0"DP-FlushAWD S117-1WALKWAY EASTSTOR6' - 8"3' - 0"DP-FlushAWD S120-1STORWALKWAY SOUTH6' - 8"3' - 0"DP-FlushAWD S121-1STORWALKWAY SOUTH6' - 8"3' - 0"DP-FlushAWD S122-1STORWALKWAY SOUTH6' - 8"3' - 0"DP-FlushAWD S123-1STORWALKWAY SOUTH6' - 8"3' - 0"DP-FlushAWD S124-1WALKWAY WESTSTOR6' - 8"3' - 0"DP-FlushAWD S125-1WALKWAY WESTSTOR6' - 8"3' - 0"DP-FlushAWD S126-1WALKWAY WESTSTOR6' - 8"3' - 0"DP-FlushAWD S127-1WALKWAY WESTSTOR6' - 8"3' - 0"DP-FlushAWD S128-1WALKWAY WESTSTOR6' - 8"3' - 0"DP-FlushAWD 2ND FLOOR S210-1WALKWAY NORTHSTOR6' - 8"3' - 0"DP-FlushAWD S211-1WALKWAY NORTHSTOR6' - 8"3' - 0"DP-FlushAWD S212-1WALKWAY NORTHSTOR6' - 8"3' - 0"DP-FlushAWD S213-1WALKWAY NORTHSTOR6' - 8"3' - 0"DP-FlushAWD S216-1STORWALKWAY EAST6' - 8"3' - 0"DP-FlushAWD S217-1WALKWAY EASTSTOR6' - 8"3' - 0"DP-FlushAWD S220-1STORWALKWAY SOUTH6' - 8"3' - 0"DP-FlushAWD S221-1STORWALKWAY SOUTH6' - 8"3' - 0"DP-FlushAWD S222-1STORWALKWAY SOUTH6' - 8"3' - 0"DP-FlushAWD S223-1STORWALKWAY SOUTH6' - 8"3' - 0"DP-FlushAWD S225-1WALKWAY SOUTHSTOR6' - 8"3' - 0"DP-FlushAWD S226-1WALKWAY SOUTHSTOR6' - 8"3' - 0"DP-FlushAWD S227-1WALKWAY SOUTHSTOR6' - 8"3' - 0"DP-FlushAWD S228-1WALKWAY SOUTHSTOR6' - 8"3' - 0"DP-FlushAWD 1/4" = 1'-0"A-5013UNIT ENTRY DOOR ELEVATIONS WINDOW SCHEDULE Type Mark Rough Width Rough Height Comments W01 W01 6' - 0"7' - 8" W01: 21 W02 W02 6' - 0"5' - 3" W02: 2 W03 W03 6' - 0"5' - 6" W03: 12 W04 W04 5' - 8"5' - 3" W04: 20 W05 W05 2' - 6"2' - 6" W05: 1 W06 W06 3' - 0"5' - 0" W06: 1 W07 W07 3' - 0"5' - 3" W07: 60 W08 W08 2' - 6"5' - 3" W08: 2 W09 W09 3' - 4"5' - 6" W09: 2 W10 W10 3' - 0"5' - 3" W10: 1 QUANTITY QUANTITY SF01SF02SF03SF04SF05 ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION SITE REVIEW: 2023-10-20