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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
2010 ADA STANDARDS
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-WAYCHAPTER 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 = 458 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
399, 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.
5% OF UNITS REQUIRED TO BE MOBILITY ACCESSIBLE, 2010 ADAS SECTION 233.3.1.1
2% OF UNITS REQUIRED TO BE COMMUNICATION ACCESSIBLE, ADAS SECTION 233.3.1.2
OF AVAILABLE 39 DWELLINGS UNITS, THE FOLLOWING TYPE A* UNITS HAVE BEEN
PROVIDED:
• (1) 1-BEDROOM
• (1) 2-BEDROOM
TYPE B UNITS: ALL REMAINING.
*THE TYPE A UNITS SHALL ADHERE TO 2010 ADA STANDARDS FOR MOBILITY
ACCESSIBILITY.
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'
3'
2.5'
5'
COURTYARD NET AREA:
3990 SF
OLF = 15 SF
OL= 266
1ST FLOOR: OCCUPANT LOAD AT EXITS: 200+199 = 399 TOTAL OCCUPANTS
82 OL FROM 2ND FLOOR
317 OL FROM 1ST FLOOR (59 OCCUPANTS ASSUMED TO EXIT DIRECT TO THE EXTERIOR NOT COUNTED)
199
200
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.
STAIRS
24'-6" STAIR TRAVEL
6.5'
15.5'
8.5'
9'
27.5'
86.5'
18.5'
12'
MINIMUM EXIT SEPARATION DISTANCE 1/3 DIAGONAL = 75'
222' - 5 1/2"EXI
T ACCESS SEPARATI
ON102'
- 8"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).
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
DD 2023-09-29
SD UPDATE 2023-08-21
PERMIT 2024-03-15
BID SET 2024-05-15
5/15/2024 5:27:42 PMG-002
CODE AND EXITING
1875 16TH ST, SPRINGFIELD OR
ALMA APARTMENTS
PK
BM
2204
1/16" = 1'-0"G-002
1 1ST FLOOR - EXITING
1/16" = 1'-0"G-002
2 2ND FLOOR - EXITING
1/32" = 1'-0"G-002
3 1ST FLOOR - ALLOWABLE AREA
1/32" = 1'-0"G-002
4 2ND FLOOR - ALLOWABLE AREA
SET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, ORALMA APARTMENTSSI-012024-05-15DATESD SET2023-07-14STAMPCV1.1PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MK800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW/HUD2023-10-30CD SET2024-03-13ENCROACHMENT PERMIT2024-04-16FINAL SITE PLAN SET2024-05-15EXISTINGCONITIONSFO
R
I
N
FO
RM
A
T
IO
NON
L
Y
POB BASELINE0+00.00N 114149.28E 207742.70POE BASELINE2+74.29N 114423.57E 207742.890+00 0+50 1+00 1+50 2+00 2+50274.29'
N00°02'21"E6a6b4TYP.274.67'S00°02'21"2
200.00'N89°46'57"W200.00'N89°53'32"E4TYP.6a116cTYP.6cTYP.FRG#1FRG#2R4'
R
4
'R4'CONTROL POINT #2CONTROL POINT #1FRG#6FRG#7FRG#8FRG#9FRG#4FRG#30+23.74 LT 13.00'PC 0+50.74 LT 73.00'0+20.74 LT 82.00'0+20.74 LT 91.00'PT 0+50.74 LT 82.00'0+65.74 LT 73.00'0+65.74 LT 82.00'PT 0+22.74 LT 163.00'0+07.74 LT 163.00'0+07.74 LT 19.00'PC 0+25.74 LT 166.00'0+65.74 LT 19.00'PT 0+50.74 LT 19.00'PC 0+20.74 LT 19.00'1+83.43 LT 201.00'1+96.93 LT 185.92'1+01.86 LT 182.83'0+05.21 LT 164.50'0+25.74 LT 190.00'1+17.24 LT 146.96'1+77.24 LT 146.96'1+17.24 LT 52.67'1+77.24 LT 52.67'1+77.24 LT 73.65'1+41.74 LT 146.96'1+17.24 LT 126.73'1+17.24 LT 73.65'1+41.74 LT 52.67'1+52.74 LT 52.67'1+22.41 LT 111.56'1+47.24 LT 119.15'PT 1+36.24 LT 115.56'1+69.24 LT 146.96'1+58.24 LT 146.96'1+47.24 LT 85.02'1+52.30 LT 174.00'1+27.03 LT 201.00'0+91.72 LT 201.00'2+68.74 LT 182.00'2+68.74 LT 112.00'2+52.74 LT 52.00'2+28.74 LT 52.00'2+68.74 LT 121.00'PT 2+53.74 LT 182.00'PT 2+55.74 LT 112.00'PC 2+55.74 LT 121.00'2+69.15 LT 55.50'2+68.74 LT 58.00'PC 2+55.74 LT 58.00'2+12.24 LT 149.74'2+22.47 LT 185.96'2+09.33 LT 6.67'1+95.60 LT 14.17'1+67.72 LT 17.29'1+32.90 LT 17.42'1+26.16 LT 17.67'1+09.88 LT 17.17'1+33.58 LT 53.67'1+22.41 LT 85.02'1+34.24 LT 145.96'1+77.24 LT 107.77'1+69.24 LT 53.66'2+28.74 LT 211.77'2+50.74 LT 211.70'81+60.85 LT 17.67'8.17'11.33'9.00'6.00'9.00'7.00'8.42'19.00'30.50'6.00'10.00'6.00'10.00'6.00'10.00'6.00'10.00'5.50'18.00' TYP.24.00'16.00' TYP.7.60'
8.00'5.85'9.73'8.85'8.85'12.50'
8.00'7.58'11.38'11.38'11.38'8.00'7.33'12.48'9.65'7.04'12.54'6.00'10.27'12.27'12.54'9.24'9.00'10.54'5.00'10.00'6.00'10.00'6.00'10.00'6.00'10.00'6.00'
22.00'
16.00' TYP.24.00'5.50'9.00'TYP.36.00'13.91'
11.00'6.27'8.00'
5.00'6.50'9.50'11.00'
8.97'5.00'6.03'
6.00'8.48'10.60'6.00'10.60'5.00'8.48'6.00'5.00'6.30'
8.97'9.50'10.08'6.50'5.00'
8.00'
15.34'9.37'22.84'18.23'7.66'8.68'10.67'9.75'PC 0+50.74 LT 145.00'76cTYP.6a20+47.74 LT 13.00'FRG#50+77.30 LT 186.46'999FRG#16FRG#12FRG#14FRG#1110.01'FRG#131+18.24 LT 145.96'FRG#150+09.24 LT 82.00'0+09.24 LT 91.00'2101121122.00'11+74.53 LT 214.88'1+46.18 LT 214.93'10+82.49 LT 212.07'0+76.30 LT 201.00'12121313140+47.74 LT 212.03'0+25.74 LT 212.01'14GRIDLINE INTERSECTION (I-1)0+54.91 LT 182.29'GRIDLINE INTERSECTION (A-1)2+22.30 LT 182.29'GRIDLINE INTERSECTION (H-10)0+82.41 LT 17.83'GRIDLINE INTERSECTION (B-10)2+12.07 LT 17.83'1610BEGINPT 0+23.74 LT 16.00'PC 0+47.74 LT 16.00'PT 0+47.74 LT 76.00'PC 0+47.74 LT 79.00'PT 2+52.74 LT 118.00'PC 2+52.74 LT 115.00'16PC 2+50.74 LT 185.00'10BEGIN2+28.74 LT 149.74'PC 1+32.24 LT 111.56'1+36.24 LT 119.15'11.00'3.00'3.00'5.00'5.73'2.81'2.88'2BEGIN2END22END2+54.24 LT 182.00'2+28.74 LT 184.96'1717END9.00'5.50'1.00'0+59.71 LT 212.06'3.50'3.50'2.67'1.00'1.83'1.00'2.00'5.00'3.00'7.00'16.00'GRIDLINE INTERSECTION (D-1)1+77.24 LT 182.29'GRIDLINE INTERSECTION (E-1)1+47.24 LT 182.29'1.00'5.00'6.02'3.00'0+00.24 LT 206.00'24.16'16TH STREET 3.00'3311END6.45'5.00'17.75'5.00'17.75'5.00'17.75'5.00'2+23.24 LT 149.75'5.00'12.75'13.37'5.00'3.00'10.07'17.75'5.00'17.75'5.00'17.75'5.00'18.75'10102END CURB AND GUTTERBEGIN STANDARD CURB5.00'162.83'5.00'0+71.24 LT 146.12'0+65.74 LT 145.00'2.00'0.50'10.50'18186.00'2+22.47 LT 201.00'181+76.24 LT 74.77'3.34'8.33'1.00'19TYP.181.00'2.00'5.50'R6.33'FRG#102.50'3.00'3313PT 0+47.74 LT 148.00'17BEGIN3.00'10.00'SUBEASEMENT5.00'SUBEASEMENT5CV6.01.ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.2.ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PERDETAIL 10/CV6.0.3.CURVE RADII ARE 3' U.N.O.4.WORK IN RIGHT-OF-WAY TO BE CONSTRUCTED PER CITY OFSPRINGFIELD SPECIFICATIONS AND DETAILS.STORMWATERTREATEMENT FACILITYLANDSCAPING, SEE LANDSCAPEPLANSSTANDARD ASPHALTPAVEMENTCONCRETE SIDEWALK1&2CV6.14CV6.0PROPERTY LINE#DESCRIPTIONDETAILREF.1MATCH EXISTING AT PAVEMENT OR SAWCUT2STANDARD CURB6/CV6.03CURB ENDING7/CV6.04PRECAST CONCRETE WHEEL STOP2/CV6.05CONCRETE SIDEWALK5/CV6.06aADA PARKING STALLS AND STRIPING1/CV6.06b'NO PARKING" ZONE STRIPING6c4" WIDE WHITE STRIPE7ADA PARKING SIGN3/CV6.08FIRE SERVICE AND DOMESTIC WATER VAULT1&2/CV6.29CURB SPILLWAY11/CV6.010CURB AND GUTTER8/CV6.011VALLEY GUTTER9/CV6.012COMMERCIAL DRIVEWAY PER CITY OF SPRINGFIELD STD.DRAWING 3-2413PUBLIC CURB AND GUTTER PER CITY OF SPRINGFIELDSTD. DRAWING 3-514PUBLIC SIDEWALK SIDEWALK PER CITY OF SPRINGFIELDSTD. DRAWING 3-1215CURB RAMP TYPE 115/CV6.016CURB RAMP TYPE 216/CV6.016DETECTABLE WARNING12/CV6.017FLUSH CURB13/CV6.018TRANSFORMER196" PIPE BOLLARD17/CV6.0FRGFILTRATION RAIN GARDEN1&2/CV6.1XKEY NOTESSHEET LEGENDSHEET NOTES#DESCRIPTIONNORTHINGEASTINGELEVATION11/2" IRON ROD WITH PLASTICCAP MARKED "BRANCHCONTROL"114172.60207534.57460.3421/2" IRON ROD WITH PLASTICCAP MARKED "BRANCHCONTROL"114393.15207571.68461.93SAWCUT LINEBARK, SEE LANDSCAPE PLANSCONTROL POINTSBEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM -EUGENE PROJECTION 201114CV6.0VEHICULAR CONCRETEEASEMENT LINESET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, ORALMA APARTMENTSSI-012024-05-15DATESD SET2023-07-14STAMPCV3.0PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MK56481EXPIRATION DATE:OREGON6/30/2025800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW/HUD2023-10-30CD SET2024-03-13ENCROACHMENT PERMIT2024-04-16FINAL SITE PLAN SET2024-05-15SCALE101 INCH = 10 FEET10200CV3.0HORIZONTALCONTROL ANDPAVING PLANSI-01SI-01
STRUCTURE 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 6/CV6.1.2. STATIONS AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN ATCENTER OF STRUCTURE.3.CONFIRM BUILDING PLUMBING POINTS OF CONNECTION (LOCATION,SIZE AND ELEVATION) WITH PLUMBING PLANS PRIOR TOCONSTRUCTION.PIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%SLOPE (WHERE APPLICABLE)XUTILITY KEY NOTESNOTEDESCRIPTIONDETAILREF.1CONNECT TO EXISTING CITY STORMWATER MAIN PERCITY OF SPRINGFIELD STANDARDS.2FIELD VERIFY LOCATION, IE AND SIZE PRIOR TOCONSTRUCTION. CONTRACTOR TO COORDINATETAPPING INSTALLATION WITH SUB.3FIELD VERIFY LOCATION AND IE OF EXISTING 6"SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.4STORM LINE UNDER FOUNDATION TO MEET APPLICABLESTANDARDS REFERENCED IN TABLE 701.2 OF THE OPSCFOR PIPES APPROVED FOR USE WITHIN BUILDING.5CONSTRUCT PUBLIC MANHOLE PER CITY OFSPRINGFIELD STANDARD DRAWING 4-1.6POTHOLE EXISTING UTILITY BEFORE START OFCONSTRUCTION. REPORT FINDINGS IMMEDIATELY TOKPFF.DCDSUB FIRE PROTECTION ABOVE GROUND ENCLOSURE.INSTALL 6" DOUBLE CHECK DETECTOR ASSEMBLY(DCDA). PROVIDE POWER TO ENCLOSURE FOR HEATTAPE, SEE ELECTRICAL PLANS. CONTRACTOR TO VERIFYLAYOUT WITHIN ABOVE GROUND ENCLOSURE ANDCOORDINATE INSTALLATION WITH SUB.3/CV6.2DETUNDERGROUND DETENTION FACILITY. FACILITY TO BEARCH CHAMBERS SC-160LP FROM ADS.1/CV6.3DSDOWNSPOUT18/CV6.0FRGFILTRATION RAIN GARDEN1&2/CV6.1OFOUTFALL2/CV6.4RDROOF DRAIN DOWNSPOUT OUTFALL RIP-RAPPROTECTION20/CV6.0RPDOMESTIC REDUCED PRESSURE BLACKFLOWASSEMBLY. PROVIDER POWER TO ENCLOSURE FORHEAT TAPE. CONTRACTOR TO COORDINATEINSTALLATION WITH SUB.1/CV6.2SDCONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBINGPLANS FOR CONTINUATION. SIZE AND IE AS NOTED.SCONNECT TO WASTE LINE. SEE PLUMBING PLANS FORCONTINUATION. SIZE AS NOTED.WCONNECT TO COLD WATER SYSTEM. SEE PLUMBINGPLANS FOR CONTINUATION. SIZE AS NOTED.WM1-1/2" WATER METER TO BE INSTALLED BY SUBWPWEEP. OUTFALL AT CURB FACE19/CV6.0!!UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O.CALLOUTDESCRIPTIONDETAIL REF.ADAREA DRAIN4/CV6.4COCLEANOUT TO GRADE7/CV6.1FCVFLOW CONTROL VAULT8/CV6.1OVOVERFLOW INLET3/CV6.1SEDMHSEDIMENTATION MANHOLE4/CV6.1STUBSTUBSHEET NOTESUTILITY LABEL LEGENDDETFF=462.65FF=462.65FF=462.66FF=462.65460.31 FG461.00459.56 FG460.31461.16460.49SD OV-101+43.36 LT 90.93'RIM=461.79IE 4" IN=458.29 (S)IE 8" OUT=458.29 (N)SD OV-131+30.98 LT 142.24'RIM=462.28IE 4" IN=458.82 (S)IE 8" OUT=458.82 (NE)SD OV-121+62.24 LT 142.53'RIM=462.27IE 4" IN=458.82 (N)IE 8" OUT=458.82 (SE)SD OV-91+73.16 LT 77.59'RIM=462.28IE 4" IN=458.57 (W)IE 8" OUT=458.57 (S)SD OV-71+62.69 LT 57.39'RIM=462.33IE 4" IN=458.57 (N)IE 8" OUT=458.57 (S)SD OV-81+30.15 LT 57.56'RIM=462.34IE 4" IN=458.94 (S)IE 8" OUT=458.94 (N)SD CO-142+24.61 LT 7.17'IE 12" IN=457.62 (NW)IE 12" OUT=457.62 (S)SD CO-81+52.23 LT 7.17'IE 12" IN=457.38 (N)IE 8" IN=457.55 (W)IE 12" OUT=457.38 (S)SD CO-121+64.66 LT 7.17'IE 12" IN=457.43 (N)IE 8" IN=458.76 (W)IE 12" OUT=457.43 (S)SD CO-71+29.82 LT 7.17'IE 8" IN=458.76 (W)IE 12" IN=457.31 (N)IE 12" OUT=457.31 (S)SD CO-131+87.57 LT 7.17'IE 12" IN=457.50 (N)IE 8" IN=458.64 (W)IE 12" OUT=457.50 (S)SD CO-61+02.97 LT 7.15'IE 12" IN=457.22 (N)IE 8" IN=458.80 (W)IE 12" OUT=457.22 (S)SD CO-50+69.50 LT 7.17'IE 12" IN=457.11 (N)IE 12" OUT=457.11 (W)SD CO-10+46.74 LT 160.65'IE 8" IN=457.37 (W)IE 8" OUT=457.37 (S)SD CO-31+04.86 LT 194.00'IE 8" IN=457.97 (N)IE 8" IN=458.80 (E)IE 8" OUT=457.97 (S)SD OV-171+89.26 LT 190.99'RIM=460.58IE 8" OUT=458.54 (SW)SD OV-61+29.82 LT 11.89'RIM=462.35IE 4" IN=458.85 (W)IE 8" OUT=458.85 (E)SD OV-141+64.66 LT 11.62'RIM=462.35IE 4" IN=458.85 (W)IE 8" OUT=458.85 (E)SD OV-51+02.97 LT 11.10'RIM=462.38IE 4" IN=458.88 (N)IE 8" OUT=458.88 (E)SD OV-151+87.57 LT 10.67'RIM=462.22IE 4" IN=458.71 (N)IE 8" OUT=458.71 (E)IE 12" IN=456.86 (E)IE 12" OUT=456.84 (W)IE 8" OUT=457.05 (S)SD SED MH-20+45.82 LT 66.85'RIM=461.67SD CO-20+46.72 LT 194.00'IE 8" IN=457.59 (N)IE 8" OUT=457.59 (E)SD OV-41+42.75 LT 189.46'RIM=462.18IE 4" IN=458.67 (N)IE 8" OUT=458.67 (W)SD FCV-10+39.06 LT 148.22'RIM=461.33IE 8" IN=456.81 (E)IE 8" IN=456.81 (S)IE 4" IN=456.26 (NE)IE 4" IN=458.51 (N)IE 8" OUT=456.26 (W)SD OV-20+81.45 LT 190.43'RIM=461.78IE 4" IN=458.78 (NE)IE 8" OUT=458.78 (W)SD OV-31+04.81 LT 189.09'RIM=461.90IE 4" IN=458.90 (E)IE 8" OUT=458.90 (W)SD SED MH-10+25.77 LT 146.21'RIM=460.97IE 8" IN=456.90 (W)IE 8" OUT=456.84 (E)IE 8" OUT=457.05 (N)SD OV-10+19.05 LT 169.43'RIM=460.06IE 4" IN=457.14 (SW)IE 8" OUT=457.14 (E)CONNECT TO EXISTING 10" SD MAINSD PUB MH-1RIM=460.72IE 10" IN=455.75 (N) EX.IE 8" IN=455.75 (E) SD - 8" PVCIE 10" OUT=455.75 (S) EX.FIELD VERIFY POINTOF CONNECTION38 LF - 12"SDS=0.50%24 LF - 8"SDS=1.00%9 LF - 8"SD
S=1.08%
44 LF - 8"SDS=0.67%
27 LF - 12"SD
S=0.33%64 LF
-
12"SDS=0.39%24 LF - 8"SDS=1.09%5 LF - 8"SDS=2.00%33 LF - 8"SDS=0.66%5 LF - 8"SDS=2.00%4 LF - 8"SDS=2.00%3
2
L
F
-
8
"
S
D
S
=
0
.
8
2%26 LF - 8"SDS=1.01%37 LF - 12"SD
S=0.33%
58 LF - 8"SDS=0.66%5 LF - 8"SDS=2.00%4 LF - 8"SDS=2.00%33 LF - 12"SD
S=0.33%
12 LF - 12"SD
S=0.33%4 LF - 8"SDS=2.00%23 LF - 12"SD
S=0.33%4 LF - 8"SDS=2.00%21 LF - 8"SD
S=1.00%
10 LF - 8"SD
S=1.08%22 LF - 8"SD
S=1.00%
22 LF - 12"SD
S=0.33%28 LF - 8"SDS=0.90%4 LF - 8"SDS=0.00%4 LF - 12"SDS=0.00%2 LF - 6"SS=1.30%42 LF - 6"S
S=1.35%47 LF - 6"SS=1.40%45 LF - 6"SS=1.40%S CO-111+15.07 LT 153.04'IE 6" IN=459.08 (E)IE 6" IN=459.08 (S)IE 6" OUT=459.08 (N)S CO-101+56.71 LT 153.00'IE 6" IN=458.52 (S)IE 6" OUT=458.52 (W)S CO-41+56.70 LT 174.00'IE 4" IN=458.85 (N)IE 6" OUT=458.77 (E)S CO-22+26.27 LT 155.07'IE 6" IN=457.51 (S)IE 6" OUT=457.51 (W)CONNECT TO EXISTING 6" S LATERALIE 6" IN=456.87 (E)FIELD VERIFY POINTOF CONNECTION2-1/2"W-STUBW4" FP-STUBFP45 LF - 2-1/2"W40 LF - 4"FP 16 LF - 4"FP17 LF - 2-1/2"WTEE-1W BEND90-1W 1-1/2" WMFP FDCFP 4" DCDAW 2-1/2" RPBA8 LF - 2-1/2"W8 LF - 4"FP10 LF - 4"FPCONNECT TO EXISTING W MAINFP FP-TAPFIELD VERIFY POINTOF CONNECTIONCONNECT TO EXISTING W MAINW W-TAPFIELD VERIFY POINTOF CONNECTION4 LF - 1-1/2"W459.56461.78 FG461.90 FG461.68 FG461.53 FG461.77 FG461.78 FG461.29 FG461.78 FG461.79 FG461.78 FGSD OV-162+59.37 LT 23.22'RIM=460.81IE 4" IN=457.81 (W)IE 12" OUT=457.81 (SE)0+00 1+00 2+00 2+74.29461.88 FG461.85 FG461.85 FG461.72 FG222DCDRPWMFRG#118" GROWINGMEDIAFRG#6FRG#7FRG#8FRG#9FRG#13FRG#14FRG#16FRG#15FRG#11FRG#12FRG#10FRG#3FRG#4FRG#5FRG#218" GROWINGMEDIAS CO-61+79.40 LT 155.11'IE 6" IN=458.76 (E)IE 6" IN=458.17 (S)IE 6" OUT=458.17 (N)57 LF - 6"SS=1.40%48 LF - 6"SS=1.40%11 LF - 6"S
S=1.40%S CO-51+56.71 LT 155.13'IE 6" IN=458.49 (E)IE 6" IN=458.49 (W)IE 6" OUT=458.49 (N)S CO-71+79.40 LT 98.41'IE 6" IN=459.55 (E)IE 4" IN=459.55 (N)IE 6" OUT=459.55 (W)S CO-81+79.41 LT 50.50'IE 6" IN=460.22 (S)IE 6" OUT=460.22 (W)S CO-141+26.59 LT 50.50'IE 6" IN=460.44 (E)IE 6" OUT=460.65 (S)S CO-131+15.07 LT 50.50'IE 6" IN=460.49 (N)IE 6" OUT=460.49 (W)S CO-121+15.07 LT 98.37'IE 6" IN=459.82 (E)IE 4" IN=459.82 (S)IE 6" OUT=459.82 (W)IE 6"=459.52S STUB-8SIE 4"=459.84S STUB-10SIE 4"=459.84S STUB-9SIE 4"=460.48S STUB-12SIE 4"=460.16S STUB-11SIE 4"=460.62S STUB-13SIE 6"=460.46S STUB-14SIE 6"=460.39S STUB-7SIE 4"=460.26S STUB-6SIE 4"=460.21S STUB-5SIE 4"=459.89S STUB-4SIE 4"=459.57S STUB-3SIE 4"=459.08S STUB-2SIE 4"=458.52S STUB-1S55 LF - 6"SS=1.35%48 LF - 6"SS=1.40%12 LF - 6"S
S=1.40%
31 LF - 6"S
S=1.40%6 LF - 8"SDS=0.00%SD CO-101+52.18 LT 45.00'IE 8" IN=457.89 (W)IE 8" OUT=457.89 (E)74 LF - 8"SDS=0.90%4 LF - 4"SS=2.00%3 LF - 4"SS=2.00%2 LF - 4"SS=2.00%3 LF - 4"SS=2.00%1 LF - 4"SS=2.00%1 LF - 4"SS=2.00%1 LF - 4"SS=3.72%2 LF - 4"SS=2.00%IE 4"=459.16S STUB-22SIE 4"=459.27S STUB-21SIE 4"=458.90S STUB-20SIE 4"=458.81S STUB-15SIE 4"=458.90S STUB-23SIE 4"=458.97S STUB-16SIE 4"=458.84S STUB-17S4 LF - 8"SDS=0.66%SD CO-181+86.25 LT 194.00'IE 8" IN=458.51 (NE)IE 8" OUT=458.51 (S)SD CO-91+52.22 LT 17.17'IE 8" IN=457.64 (W)IE 8" OUT=457.64 (E)10 LF - 8"SDS=0.90%S CO-91+68.04 LT 50.50'IE 6" IN=460.38 (E)IE 6" OUT=460.38 (N)420 LF - 8"SD
S=0.00%7 LF - 8"SDS=0.00%16TH STREET
RDRDRDRDRDRDRDRDRDDSDSDSDSDSDSRDRDRDRDRDDSDSDSDSDSDSDSDSRDRDRDRDIE 3"=462.07SD STUB-6SDIE 3"=462.02SD STUB-5SDIE 3"=462.04SD STUB-4SDIE 3"=462.06SD STUB-3SDIE 3"=462.12SD STUB-7SDIE 3"=462.02SD STUB-8SDIE 3"=461.90SD STUB-9SDIE 3"=461.71SD STUB-10SDIE 3"=462.00WPIE 3"=461.91WPIE 3"=461.78WPIE 3"=461.59WP12 LF - 3"SDS=1.00%11 LF - 3"SDS=1.00%11 LF - 3"SDS=1.00%12 LF - 3"SDS=1.00%5 LF - 3"SDS=1.00%11 LF - 3"SD
S=1.00%
11 LF - 3"SD
S=1.00%
11 LF - 3"SD
S=1.00%
11 LF - 3"SD
S=1.00%IE 3"=461.90WPIE 3"=461.91WPIE 3"=461.92WPIE 3"=461.94WPSD AD-1RIM=462.66IE 4" OUT=459.66 (S)57 LF - 4"SD
S=2.00%
22 LF - 3"SDS=1.00%IE 3"=460.74SD STUB-17SDDSIE 3"=462.14SD STUB-16SD4 LF - 3"SDS=1.00%8 LF - 3"SDS=1.00%SD CO-20RIM=462.58IE 3" IN=462.10 (SW)IE 3" OUT=462.10 (N)IE 3"=462.02SD STRC-267WPIE 3"=461.56SD STUB-14SD5 LF - 3"SDS=1.00%IE 3"=461.51SD STRC-254WPIE 3"=460.95OFIE 4"=458.52S STUB-19S5 LF - 3"SDS=1.00%IE 3"=461.99SD STUB-12SDIE 3"=461.94WPIE 3"=461.96WPIE 3"=462.00SD STUB-11SD4 LF - 3"SDS=1.00%IE 3"=461.85SD STUB-13SD5 LF - 3"SDS=1.00%IE 3"=461.80WP9 LF - 4"SDS=0.00%52 LF - 8"SDS=0.53%52 LF - 8"SDS=0.53%52 LF - 8"SDS=0.53%72 LF - 4"SDS=0.00%IE 3"=460.84SD STUB-15SD2 LF - 3"SDS=1.00%IE 3"=460.82WP48 LF - 8"SDS=0.50%SD CO-190+38.81 LT 200.00'IE 8" IN=455.99 (E)IE 8" OUT=455.99 (W)52 LF - 4"SS=2.00%2 LF - 4"SS=2.00%IE 4"=458.46S STUB-18S19 LF - 6"SS=1.50%!!67 LF - 4"FP4"FP STUB-2FPFP TEE-2FP BEND90-2FP TEE-3FP BEND45-65 LF - 4"FPFP STUB-4FP6 LF - 4"FP4"FP STUB-3FP65 LF - 4"FP 28 LF - 4"FPFP BEND90-1FP BEND45-3FP BEND45-411 LF - 4"FPFP BEND45-1FP BEND-45-57 LF - 4"FPSET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, ORALMA APARTMENTSSI-012024-05-15DATESD SET2023-07-14STAMPCV4.0PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MK56481EXPIRATION DATE:OREGON6/30/2025800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW/HUD2023-10-30CD SET2024-03-13ENCROACHMENT PERMIT2024-04-16FINAL SITE PLAN SET2024-05-15SCALE101 INCH = 10 FEET10200UTILITY PLANSI-01SI-01SI-01SI-01SI-01SI-01
SCALE:NTS1TYPICAL PARKING LAYOUT9' TYP.(U.N.O.)2'1'12"6' (8' VAN), TYP.(U.N.O.)(SEE PLAN)9' STD STALL8' COMPACT STALL(SEE PLAN)PRECASTCONCRETEWHEEL STOP(WHEREAPPLICABLE)2CV6.0ADASIGN3CV6.06' (8' VAN), TYP.(U.N.O.)2' (TYP.) 36°EDGE OF ACPARKING LOT4" WHITE STRIPE(TYP.)4" WHITE STRIPE(TYP.)ADA SYMBOL AND "VAN"ACCESSIBLE TEXT SHALL OCCURONLY AT STALLS SHOWN ONPLANS24" MIN.28" MIN.4'3'36°ANGLE ORIENTATION FORFIELD LAYOUTBLUE BACKGROUND(OPTIONAL)SCALE:NTS2PRECAST CONCRETE WHEEL STOPNOTES:1.DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTSAPPROVED BY ENGINEER.INSTALL 3/4" x 18" DOWELANCHOR, TYP.6" M
IN
.TYP.9"72"DRAINAGESLOT, TYP.6"SCALE:NTS3ADA PARKING SIGN 7'1'6"NOTES:1.2" ID GALVANIZED STANDARD STEELPIPE WITH CLOSED TOP (ASTM A120-65).2.8" DIA. CONCRETE FILLED POST HOLE.12"18"--SIGN NO. R7-8 PER MUTCD--ATTACH SIGN NO. R7-8P WHERE SHOWN ON PLANNOTE 2NOTE 1SCALE:NTS7CURB ENDING12"6"TOP OFPAVEMENT LINETOP OF CURBBOTTOM OF CURBSCALE:NTS6STANDARD CURBNOTES:1.CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED.2.CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSIONJOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY.3.TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN ORAS DIRECTED.4.DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THEENGINEER.R=38"R=34"BACKFILL TOTOP OF CURBPAVEMENT3" OF BASE COURSE16"E6"9"6:1 BATTEREXPANSION / ISOLATION JOINT38"SCALE:NTS10TYP. SIDEWALK JOINTSJOINT SEALERD
SCORE JOINTCONTRACTION JOINTD/31/8" TO 1/4"DDRAINAGESTRUCTURE,MANHOLE, FOOTINGOR SIDEWALK/DRIVEWAYTOOLEDJOINT INTERVALS TABLETYPESPACINGOR AT...SCORE5' TYP.LOCATIONS SHOWN ONPLANSCONTRACTION15' MAX.END OF RAMPS ANDDRIVEWAYSEXPANSION/ISOLATION200' *POINTS OF TANGENCY ANDAT ENDS OF EACHDRIVEWAY OR OTHERFIXED OBJECTS* MONOLITHIC CURB AND SIDEWALK SHALL BE 45' MAX.NOTES:1.CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE JOINTS.2.CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONTRACTION JOINTS.3.PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS.38" FIBER EXPANSIONBOARD WITH BACKERROD1/8" TO 1/4"TOOLEDR=14"(TYP.)14" R(TYP.)SCALE:NTS8CURB AND GUTTERNOTES:1.CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED.2.CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSIONJOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY.3.TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN ORAS DIRECTED.4.DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THEENGINEER.PAVEMENTE6"1"24"R=34"6:1 BATTERR=1"R=38"BACKFILL TOTOP OF CURB3" OF BASECOURSE7"18"6:1 BATTERNOTES:1.CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING. CONSTRUCT EXPANSION JOINTS AT 40' MAXSPACING.7"2"15"30"2"R=34", TYP.PAVEMENTBATTER 6:15%5%#4 REBAR AT 12" OC.#4 REBAR AT 7" OC.,CONTINUOUS6" OF SUBBASECOURSESCALE:NTS9VALLEY GUTTERCOMPACTEDSUBGRADE12" OF BASECOURSEAC SURFACE COURSE:4" OF DENSE GRADED,LEVEL 2 HMACSCALE:NTS4ASPHALT PAVEMENT SECTIONNOTES:1.CONSTRUCT CONTRACTION JOINTS AT 12' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSIONJOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESSNOTED OTHERWISE.SEE PLANCONCRETE SIDEWALK4" MIN. THICKNESS3" SUBBASECOURSESCALE:NTS5CONCRETE SIDEWALK1.5%SEPARATION GEOTEXTILE0.2"1.6"-2.4"0.9-1.4"NOTES:1.THERMOPLASTIC DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND DETAILSAND TO THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE WARNING SHALL BELOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 TO 8INCHES FROM THE CURB LINE OR OTHER POTENTIAL HAZARD.2.THERMOPLASTIC DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS.3.MANUFACTURER OF DETECTABLE WARNING:ADA SOLUTIONS, INCPH: (800) 372-0519WWW.ADATILE.COM COLOR : CHARCOAL GREYOR APPROVED EQUALSECTION 'A'TOP DIAMETER OF 50% -65% OF THE BASEDIAMETERTAPERED EDGESWHERE EXPOSEDSCALE:NTS12DETECTABLE WARNING A0.2"BONDER PASTE1.6"-2.4"0.65"MIN.ADA SOLUTIONS DOMEDTHERMOPLASTIC SHEETSEALER PENETRATIONNOTES:1.CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSIONJOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY.2.TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN ORAS DIRECTED.3.DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THEENGINEER.4.WHERE CONCRETE SIDEWALK IS USED. INSTALL KEYWAY INTO CURB AS SHOWN.SCALE:NTS13FLUSH CURB R=38"R=38"PAVEMENT3" OF BASE COURSE10"6"8"6:1 BATTERNOTE 4VEHICULAR SIDESEE CIVIL PLANSPEDESTRIAN SIDESEE LANDSCAPE PLANS18"18"6"6"SECTION 'A'SPLASH PADTAPEREDRELIEF12"18"12"18"18"6"PLAN6"4"6"TOE OFSLOPESTD CURBPAVEMENTCONCRETESPILLWAYTAPERED RELIEF,ELEV=TP (FROMPLAN)-2" AT CURBFACE34"-0 DRAIN ROCK 3"DEEP, TYP.R=6", TYP.R=1"BOTTOMOF SLOPEASCALE:NTS11CURB SPILLWAYPAVEMENT4' MIN.31TOE OFSLOPE3'
6"18"6"21RIP-RAP SHALL BE4"-2" BALLAST AGGREGATE6" DEEP3' WIDEDRAINAGE FABRICSCALE:NTS15CURB RAMP - TYPE 1SECTION BSCALE:NTS16CURB RAMP - TYPE 2PLAN6' MIN. (UNO)CURB EXP.VARIES0
"
C
U
R
B
E
X
P
.6" CURB EXP.6" RADIUSTOP OF CURBFLUSH WITH TOPOF SIDEWALK6" CURBEXP.CONCRETESIDEWALK2'RADIUSSEE PLAN6"CURBEXP.A4' MIN.(UNO)CURB EXP.VARIES4' MIN.(UNO)5' MAX.SECTION 'A'PAVEMENT SLOPESEE NOTE 2COMPACTEDSUBGRADELANDING SPACE8"10"NOTES: 1.REFER TO DETAIL 14/CX\V6.00 FOR RAMP NOTES &LEGEND4" CONCRETE SIDEWALK111.5%3" BASE COURSENOTES: 1.SEE PLAN FOR PROJECT SPECIFIC DIMENSIONS.2.MAXIMUM GRADE BREAK FROM RAMP TOPAVEMENT SHALL BE 11%. MAXIMUMCOUNTERSLOPE OF ADJOINING GUTTERS ANDROAD SURFACES IMMEDIATELY ADJACENT TOTHE CURB RAMP SHALL NOT BE STEEPER THAN5.0%.3.WHERE THE LANDING SPACE IS CONSTRAINEDAT THE BACK OF WALK, THE MIN. LEVEL AREASHALL BE 4.0' X 5.0'. THE 5.0' DIMENSION SHALLBE PROVIDED IN THE DIRECTION OF THE RAMPRUN.4.GRADE BREAKS AT THE TOP AND BOTTOM OFCURB RAMP RUNS SHALL BE PERPENDICULARTO THE DIRECTION OF THE RAMP RUN.RAMP SLOPE: 7.5% MAX. SLOPE(8.3% MAX. FINISHED SURFACE)CROSS SLOPE: 1.5% MAX. SLOPE(2.0% MAX. FINISHED SURFACE)RAMP WING: 9.5% MAX. SLOPE(10.0% MAX. FINISHED SURFACE)LEGEND SIDEWALK: 4.5% MAX. RUNNING SLOPE(5.0% MAX. FINISHED SURFACE),1.5% MAX.CROSS SLOPE (2.0% MAX. FINISHED SURFACE)DETECTABLE WARNING SURFACE, SEE12/CV6.00LANDSCAPINGLANDING SPACE: MIN. LEVEL AREA 4.0' X 4.0', A2.0% MAX. FINISHED SURFACE IN ANYDIRECTION IS CONSIDERED LEVEL, SEE NOTE 3CONCRETESIDEWALKLANDSCAPE AREA6" CURBEXP.6" CURBEXP.4' MIN. (UNO)0" CURB EXP.6' MIN. (UNO)CURB EXP. VARIES6" CURBEXP.6' MIN. (UNO)CURB EXP. VARIESCURB AT BACK OF RAMP TORETAIN GROUND WHERESHOWN ON PLANS4' MIN.
(UNO)2'TOP OF CURB FLUSHWITH TOP OF SIDEWALKATOP OF CURB FLUSHWITH TOP OFSIDEWALKCURB AT BACK OF RAMPWHERE SHOWN ON PLANSPLANSECTION APAVEMENTSLOPESEE NOTE 2COMPACTEDSUBGRADE3" BASE COURSELANDING SPACE1110"3"3" BASE COURSEB4" CONCRETE SIDEWALK6"6"6:1 BATTERR=34"8"NOTES:1.- CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS.- CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY.2.PROVIDE MEDIUM TO COARSE BROOM FINISH.SCALE:NTS14VEHICULAR CONCRETE SECTION8" THICK PORTLANDCEMENT CONCRETE12" OF BASECOURSECOMPACTSUBGRADESECTION3300 PSICONCRETESTD. 6" DIA. SCHED. 40GALVANIZED STEEL (PAINTEDYELLOW) FILLED WITHCONCRETESMOOTH GROUT RADIUSTOPFINISHED GRADESCALE:NTS17PIPE BOLLARD (6" DIA)3" WIDE BAND OF WHITEREFLECTIVE TAPE6"18"Ø MIN36"30"MIN.TO STORM SYSTEMTOP OF CONC. WALKWAYOR GRADECLEANOUT, LOCATE WITHIN 24" OF DOWNSPOUTOR WHERE SHOWN ON PLAN4" TYP.DOWNSPOUT, BY OTHERS7CV6.1NOTES:1.DOWNSPOUTS LOCATED DIRECTLY ABOVE STORMWATER PLANTERS SHALL HAVE RIP-RAPSPLASH PADS INSTALLED UNDER DISCHARGE POINT SIMILAR TO DETAIL X/CX.XX. TERMINATEDOWNSPOUT 6" ABOVE GRADE.BUILDINGSCALE:NTS18STANDARD DOWNSPOUT31RIP-RAP SHALL BE4"-2" BALLAST AGGREGATEDRAINAGE FABRICTOP OF SLOPESCALE:NTS20ROOF DRAIN DOWNSPOUT OUTFALL RIP-RAP PROTECTIONTOE OF SLOPE2' MIN.1' DEEP2' WIDE FINISHED GRADEDOWNSPOUTBY OTHERS.BUILDINGWALK AREAPAVEMENTSTANDARD CURB3"Ø SD PIPESLOPE = 1.0% MIN.12"NOTE: ROUND ANDFINISHHOLE AT FACE OFCURBSCALE:NTS19OUTFALL AT CURB FACEMOW BAND WHERESHOWN ON PLANSET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, ORALMA APARTMENTSSI-012024-05-15DATESD SET2023-07-14STAMPCV6.0PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MK56481EXPIRATION DATE:OREGON6/30/2025800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW/HUD2023-10-30CD SET2024-03-13ENCROACHMENT PERMIT2024-04-16FINAL SITE PLAN SET2024-05-15CIVIL DETAILS
1INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON-FLOATING MULCH.2STORMWATER FACILITY GROWING MEDIA PER SPECS.3DRAINAGE LENS COURSE (34" - NO. 4 OPEN GRADED AGGREGATE).4DRAINAGE FILL PER SPECS.5PLANTING SEE LANDSCAPE PLANS.630 MIL IMPERMEABLE LINER.74" PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN.SCALE:NTS1TYPICAL STORMWATER FACILITY SECTION24" U.N.O.
ON PLANS3"9"
MIN.615BTM OF BASIN (LEVEL)SEE PLANSTORAGE DEPTH10" MAX. (TO OVERFLOW INLET RIM)23473"3"6"6"3"SCALE:NTS5PLUGFILL PIPE WITH CONC. 1'MIN. INTO PIPEPIPE TO BEABANDONEDPACKING MATERIAL TOCONTAIN CONCRETE4" MIN.
(6" IN ROCK)D/212"UNPAVEDAREASPAVEDAREAS6"6"MIN.6"MIN.36" MIN.
(IF IE IS NOT PROVIDED)D12"SATISFACTORY
SOIL MATERIAL
IE DEPTH PER PLAN
FINAL
TRENCH
BACKFILL
(VARY)
INITIAL
TRENCH
BACKFILLBEDDING
DETECTABLEWARNING TAPERESURFACING MATCHEXISTING PAVEMENTSECTIONSAWCUTLINEEXISTING ACPAVEMENTSCALE:NTS6TYPICAL PIPE BEDDING AND BACKFILL6"TRACER WIRECLVARIESBOTTOMOF BASINWET ZONE13TYP24"
U.N.O.9" MAX. DEPTHNOTE:1.SEE DETAIL 1/CV6.1 STORMWATER FACILITIES SECTION DETAILS.12", TYP.3" MIN.SCALE:NTS2FILTRATION RAIN GARDEN30 MIL.IMPERMEABLELINER.4" PVC PERF. PIPE FOR EXTENTOF BASIN.SLOPE TO DRAIN.DRAINAGE LENSCOURSEDRAINAGEFILLGROWING MEDIUM SEESPECSPLANTINGS, SEELANDSCAPE PLANSSCALE:NTS3OVERFLOW INLET FINISHEDGRADERIM ELEV.PER PLANPERF. PIPE IE (IN)=PER PLAN112" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL PAINT RISER PIPE BLACK.212" LIGHT DUTY DOMED GRATE MODEL 1299CGD BY ADS, OR APPROVED EQUALIE (OUT)=PER PLANPIPE SIZEPER PLAN13TYPPLACE 4"-2" BALLASTAGGREGATETO CONCEAL PIPE21HARD SURFACELANDSCAPE AREARISER O.D.+ 12" MIN.1" MAX.6" MIN.4" MIN.2" MIN.NOTES:1.CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT.2.FOR CARRIER PIPE SIZE 6"Ø AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE.3.FOR CARRIER PIPE SIZE 8"Ø AND LARGER, RISER PIPE SHALL BE 6"Ø.4.RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL.SCALE:NTS7STANDARD CLEANOUT (COTG)MECHANICAL PLUGWITH GASKETCAST IRON FRAMESET IN CONCRETE#4 HOOP CENTERED IN3000 PSI CONCRETEPAD.PROVIDE 14" MIN.CLEARANCE FORCONCRETE PAD ANDRISER PIPERISER PIPE45° BENDINSTALL PLUG WITHGASKET IF END OF LINESERVICE CONNECTIONIF REQUIREDBEDDING MATERIALCAST IRON FRAME ANDCOVER TO FINISHED GRADE INPAVED AREASAC PVM'T OR CONC. PAVING OROTHER SURFACINGCARRIERPIPEWYE BRANCHTRENCH BACKFILLVARIES
26"
MAX.
1.50'NOTES:1.ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478.2.MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE.3.ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT WITHIN 18"OF MANHOLE VAULT.GRADE RINGS3" MIN.12" MAX.48"5"8" MIN.3"MIN.12"TYP.6" TYP.6" MIN.0.10'PIPEINLETOUTLETPIPE TODRYWELLSCALE:NTS4SEDIMENTATION MANHOLE48"
MIN. MANHOLE FRAME ANDCOVER AS SPECIFIEDFINISH GRADEGROUT FRAME, TYP.PREFORMEDRUBBERGASKETNOTE 1ENCASE PIPECONNECTION IN3000 PSI MIN.CONCRETE, TYP.FLEXIBLE COUPLINGFERNCO #1006-1010 ORAPPROVED EQUAL12" BASEMATERIAL90° SHORT RADIUS ELBOWTO MATCH OUTLET PIPESIZEWYEPLUGGED CROSSTEEBENDPLUGGED CROSSTEENOTE:ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARINGSTRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARINGSTRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARINGSTRESS)X(TABLE VALUE).1.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.2.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.3.THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ONTHE PLAN; e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED.4.IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW,ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARINGSTRESS (ES) STATED IN THE SPECIAL SPECIFICATIONS.5.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVERBEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL.2AA1PLUG OR CAP14" PLYWOOD OVERFACE OF BOLTSEACH AREA IS 12 OFTABULATED TOTAL AREABEARING AREA OF THRUST BLOCK IN SQUARE FOOTTEEPLUGGED ONRUNFITTINGSIZETEE,WYE,PLUG,OR CAP90° BENDPLUGGEDCROSSA1A245° BEND2212°BEND1114°BEND41.01.41.91.41.062.13.04.33.01.61.083.85.37.65.42.91.51.0105.98.411.88.44.62.41.2SCALE:NTS9THRUST BLOCKTOP OF PAVEMENT12"Ø IE IN = 456.25DETENTION FACILITY8"Ø IE OUT = 456.23 TOPUBLIC MAIN60"18"3.5"Ø ORIFICEIE = 456.2360"24"WEIR #1WEIR #2SCALE:NTS8FLOW CONTROL VAULTNOTES:1.CONCRETE VAULT TO BE 60" x 96" I.D. AND DESIGNED FOR H20 LOADING MINIMUM.2.VAULT BASE MAY BE PRECAST OR CAST IN PLACE.3.ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-857 AND C-858.4.ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT WITHIN 18" OF MANHOLE VAULT.5.WEIRS MAY BE CONCRETE OR STEEL. CONNECTIONS TO FLOOR AND WALLS TO BE MADE WITH STEEL ANGLES AND GROUTED TO FORM A WATER-TIGHT SEAL.556" MIN. TYP.WEIR #1 SECTION12"
12"6" MIN. BEDDING4.5"Ø ORIFICEIE = 456.23SET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, ORALMA APARTMENTSSI-012024-05-15DATESD SET2023-07-14STAMPCV6.1PROJECT NO:DRAWN BY:DESIGNER:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGMRMAR2204PM:MK56481EXPIRATION DATE:OREGON6/30/2025800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSITE REVIEW/HUD2023-10-30CD SET2024-03-13ENCROACHMENT PERMIT2024-04-16FINAL SITE PLAN SET2024-05-15CIVIL DETAILS
VANB-3B-3B-3B-1B-1B-1B-1B-1B-2B-2B-2B-2B-2B-2B-2B-2B-2B-2B-1B-2B-3SET ISSUEOwnerProject NameProject Address1875 16TH STSPRINGFIELD, ORALMA APARTMENTSDATEPERMIT SET2024-03-15STAMPRBA #:P.I.C:PM / PA:REV.DATEREVISIONS TO THIS SHEETPROJECT TRACKINGPETER KINGPM NAME2204LA:LANBID SET2024-05-1520'5'10'0' 1" = 10'-0"1SITE PLANPROPERTY LINESETBACK LINEPROPOSED FIRE ACCESSLEGENDASPHALT PAVINGCONCRETE PAVINGPLANT BEDLAWNNEW FENCE / GATEMOW BANDSTORMWATER AREA*BENCH / SEAT WALL(E) FENCE TO REMAINNEW STREET LIGHT @EXISTING POLESITE/PARKING LIGHTEVA-100ARCHITECTURALSITE PLANCOURTYARD BOLLARD / LIGHTEV6'-0"STREET TREEDECIDUOUS TREECONIFER TREESHORT TERM BIKE PARKING:HOOPS - 10 TOTAL SPACESELECTRIC VEHICLE READY SPACELONG TERM BIKE PARKING: WALLMOUNTED RACK - 29 TOTALSPACES (14 ON 2ND FL)(1 PER SPACE)1ST FL - (5) B-1 / (10) B-22ND FL - (4) B-1 / (10) B-2LONG TERM BIKE PARKING:OVERSIZED CLEARANCE,HOOPS - 3 TOTAL(1 PER RACK)2'-0"TYP.STREET TREES PERLANDSCAPE PLANFRONT YARDSETBACKSIDE YARDSETBACKBACK YARDSETBACKWELL HEAD - 100' RADIUSSECURE OUTDOOR COURTYARDALL ONSITE INTERNAL SIDEWALKSSHALL BE LIGHTED TO REQUIRED0.2 FOOT CANDLE MINIMUM.COVERED INTERNAL CIRCULATION:WALL MOUNTED LIGHTING SHALL BEPROVIDED TO MEET 0.2 FOOT CANDLEMINIMUM LIGHTING REQUIREMENTS.TRASHROOM108BUMPEROVERHANGPARKING: 11 STANDARD, 1 ADAPARKING: 25 STANDARD, 2 ADAFDC CONNECTIONHOSE LENGTHLESS THAN 300'ABOVEGROUNDTRANSFORMER ANDBACKFLOW VAULTS -TOP OF VAULT/PADELEVATION TO MATCHADJ. SIDEWALK ORCURB, TYP.PROPOSED MONUMENTSIGN LOCATION PERCOS SIGN STANDARDSPROPOSED STREETLIGHT @ (E) POLEMANUFACTURED GARDEN BEDS - SEELANDSCAPE3 ENTRIES TOCOURTYARD - GATED.ROOF / CANOPY ABOVE150' FIREACCESSEVEVEVEVEVEVEVEVEVEVEVEVEVEVEV150' FIREACCESSPROPOSED STREETLIGHT LOCATION2'-0"
5'-0"9'-0"9'-0"SIDE YARDSETBACKBUMPER
OVERHANG
2'-0"
5'-0"10'-0"5'-0"
11'-6"1'-0"18'-0"24'-0"16'-0"9'-0"9'-0"9'-0"TYP.10'-0"16'-0"24'-0"6'-0"BARK MULCHWOOD PLAY CHIPS3'-0"4'-0"4'-0"2'-0"6'-0"A11I1010HA5'-6"
1'-6"
200'-0"2'-0"5'-6"5'-0"
1'-6"
1'-0"(4) BOLLARDSMECH. UNITTHICKENED SLABEDGE AT OPENINGS@ COURTYARD,TYP.(2) BOLLARDS W/LIGHTINGBENCH-1BENCH-2BENCH-4
MECH. UNITS, TYP.TYP.6'-0"5'-0"6'-0"
5'-0"8'-0"6'-0"6'-0"
5'-0"8'-0"6'-0"6'-0"3'-6"PATIO CENTERED ONCANOPY ABOVEPATIO CENTERED ONCANOPY ABOVE3'-6"5'-0"5'-0"5'-0"5'-0"2'-10"ALIGN 10'-0"5'-0"10'-0"5'-0"10'-0"5'-0"10'-0"5'-0"12'-3 1/4"6'-0"10'-3 1/4"5'-0"10'-0"7'-1"5'-0"BUILDING & PARKING LOT AREPARALLEL / SQUARE TO EASTAND WEST PROPERTY LINESBUILDING & PARKING LOT AREPARALLEL / SQUARE TO EASTAND WEST PROPERTY LINESBUILDING & PARKING LOT ARENOT PARALLEL / SQUARE TONORTH & SOUTH PROPERTYLINESBUILDING & PARKING LOT ARE NOT PARALLEL /SQUARE TO NORTH & SOUTH PROPERTY LINES9'-3 1/2"5'-0"9"5'-0"9'-0"6'-0"6'-0"6'-0"6'-6 1/2"5'-0" 6'-0"5'-10 1/2"4'-8"7'-9"9A-101DIMENSIONSBENCH-3
2'-0"6'-0"6'-6 1/2"1'-0"TYP.1'-0"ALIGN1'-0"3'-0"ROOF / WALKWAYABOVE7A-10110A-1018'-7 1/2"BIKE RACKS, TYP.22'-0"30'-0"36'-0"25'-8"25'-8"25'-8"16'-0"22'-0"18'-0"22'-0"18'-2 7/8"1A-101BENCHTYP. OF (4)5A-101FUTURE EV CHARGINGSTATION, TYP.6A-1017A-101FUTURE EV CHARGINGSTATION, TYP.FRG-#FILTRATION RAIN GARDEN NUMBERFRG-1FRG-2FRG-3FRG-4FRG-5FRG-6FRG-7FRG-8FRG-9FRG-10FRG-11FRG-12FRG-13FRG-14FRG-16FRG-15EDGING - SEEDETAILLIGHT POLE @ PLANT BED8A-101LIGHT POLE @PLANT BED8A-1019'-0"NOTES:LOT COVERAGESITE = 54,860 SFBUILDING (ROOF) = 19,320 SFCOVERAGE = 35.2%5'-0"SUB EASEMENT10'-0"SI-01SI-012'-0"10'-0"FIELD VERIFY LOCATION OF LIGHTFIXTURE RELATIVE TO STORMWATERLINE BELOW GRADESI-01SI-012024-05-151/4 - GRAVELPROPOSED STREETLIGHT @ (E) POLEISOFOOTCANDLE PLOT LINES1.0 fc0.5 fc0.1 fc1.0 fc0.5 fc0.1 fc1.0 fc0.5 fc0.1 fcFINAL SITE2024-05-15
FINAL SITE2024-05-15FINAL SITE
REF
REF
DW
DWREF REFDWREFDWDWREF
REFDW
DWREFREFDWREFDWREFDW
REFDW
REFDW
REFDW
REFDW
REF DWREFDW
REFDWA-2012
2
A-211
__________
2
A-211
__________
1
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
I A-2011 A-2014A-2013A-2026
5
4
1
398 SF
COMMUNITY RM
102
161 SF
OFFICE
103
57 SF
WC
104
228 SF
TRASH
108
222 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 (TYPE A)
124
1-BED
125
STUDIO
126
STOR
S124
STOR
S125
STOR
S126
STOR
S127
STOR
S128
_________
A-401
1
54 SF
PKG
105
140 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 (TYPE A)
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"
2' - 0"
1' - 6"PROPERTY LINE22' - 11 3/4"
A-452
1
A-451
1
A-456
1
A-457
1
135 SF
ELECTRICAL
109
106-2
106A-1106-1104-1103-1
101-2102-1101-1102-2109-1 108-2
108-1S128-1S127-1S126-1S125-1105-1
66 SF
JAN
106A
SF04
SF03
SF02
SF01
A-458
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
R102
EXT-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
EW1
W29A
1 6
EW3
EW1
EW1
EW1
EW1
EW1
EW1
EW2
EW1
EW1
EW1
EW1
EW1
EW1
EW2
EW2
EW1
EW1
EW2
EW4
EW1
EW1
EW1
EW1
EW1
EW1S
EW5
EW1 EW1 EW1
EW1
EW1 EW1 EW1 EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1EW1
EW1
EW1EW1
EW1
EW1
EW1
W28A
1 6
W29A
1 6
W28A
1 6
W28A
1 6
W29A
1 6
W28A
1 6
W29A
1 6
W28A
1 6
W28A
1 6
W29A
1 6
W28A
1 6W29A
1 6
W29A
1 6
W28A
1 6
W29A
1 6
W8A
1 6 A-2028A-2029
S110-1 S111-1 S112-1 S113-1
S116-1S117-1S120-1S121-1S122-1S123-1
R102-1
R101-1
SPRINKLER RISER
VDB-2A-2027A-2022
3
4
A-301
__________
UE-03 UE-03 UE-03 UE-03
UE-01 UE-01 UE-01 UE-01 UE-01 UE-01UE-04 UE-04UE-01UE-04UE-01UE-04UE-01UE-01
UE-03
UE-01UE-01
UE-03UE-03
UE-01UE-01
UE-03
UE-01UE-03UE-01UE-03UE-03UE-02UE-03UE-0246 SF
STOR
103A
W7A
1 6
W7A
1 6
W07L
W02L
W02L
W02L
W07R
W07L
W03
W04R
W02R
W07L
W02R
W07L
W02R
W07L W07L
W02R
W04L
W04R W10
W07L
W07R
W02L
W07R
W02L
W07R
W02L
W07R
W02L
W07R
W04R
W04L
W07R
W07R
W07R
W07L
W07R
W07L
W07R
W07L
W07L
EW2S
EW1S
EW1S
HB
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
W2A
1 6
10"_________
A-311
156"WALL TYPE
TRANSITION
_________
A-311
15 SIM
WALL TYPE
TRANSITION
_________
A-311
15 SIM
11"WALL TYPE
TRANSITION
EW1
WALL TYPE
TRANSITION
_________
A-401
3TYP. AT
STORAGE
CLOSETS
RISER
R101
W2A
1 6
W2A
1 6
A-454
1
1' - 6"
G-01G-02G-03
W07R
W10
11' - 2"
1' - 6"4' - 4 1/2"1' - 6"HB
HB
HB
HB
HB
HB
EW2
EW5
_________
A-401
7S124-1A-20211
19' - 7 1/2"
5 1/2"
4' - 8"
3' - 11 7/8"
2 3/4"
12' - 5 1/4"
4' - 0"2' - 3 1/4"3' - 5"
3' - 11 1/4"2 3/4"
12' - 5 1/4"
4' - 0"3' - 5"
2 3/4"
12' - 5 1/4"
4' - 0"3' - 5"
2' - 3 1/4"2' - 3 1/4"
2' - 3 1/4"
4' - 0"3' - 5"1' - 6"10' - 10 3/4"
4' - 10 3/4"2' - 0"7' - 0"
W08RW04L3' - 10"5' - 0"5' - 6 1/4"3' - 6"5' - 5 1/2"5' - 4"9' - 0 3/4"1' - 0 1/4"15' - 8 3/4"5' - 6 3/8"4' - 4 5/8"3' - 4"5' - 6 3/8"2' - 9"9' - 1 5/8"1' - 4 3/4"12' - 2 1/2"5' - 6 3/8"4' - 4 3/4"3' - 3"8' - 10"
3' - 2 1/4"
6' - 5 1/8"1' - 8 1/4"1' - 4 3/4"R.O.
R.O.14' - 6 3/4"6' - 11 3/4"6' - 10 1/4"5 1/2"1' - 10 1/2"4' - 3"
1' - 6"
11' - 2"
1' - 6"1' - 6"19' - 7 1/2"
5 1/2"
2 3/4"
12' - 5 1/4"
2' - 3 1/4"3' - 5"
3' - 11 1/4"2 3/4"
12' - 5 1/4"
4' - 0"3' - 5"
2 3/4"
12' - 5 1/4"
4' - 0"3' - 5"
2' - 3 1/4"2' - 3 1/4"
4' - 0"3' - 5"
W10
26' - 6"8' - 4"30' - 0"30' - 0"8' - 4"26' - 6"7' - 4 1/2"3' - 1 3/4"6' - 11 1/4"12' - 8 1/2"10' - 1"12' - 5 1/4"12' - 5 1/4"10' - 1"3' - 5"2' - 9"6' - 0"6' - 0"2' - 9"3' - 5"2' - 7"7' - 4 1/2"6' - 10 1/4"12' - 8 1/2"4' - 4 1/2"2' - 7"6' - 0"4' - 1"5' - 0 3/4"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"9' - 10 5/8"1' - 8 5/8"
5' - 0 3/4"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"11' - 4 1/2"9' - 10 5/8"
1' - 8 5/8"4 1/2"14' - 9 3/4"14' - 9 3/4"4 1/2"16' - 4 1/4"6' - 4 3/4"16' - 4 1/4"6' - 4 3/4"
2' - 11"6' - 2"6' - 4 3/4"6' - 4 3/4"BIKE LOCKING STATION
TYP.14' - 9 3/4"14' - 9 3/4"DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS
DS
DS DS DS DS
DS
DS 6' - 2"16' - 4 1/4"6' - 4 3/4"16' - 4 1/4"6' - 4 3/4"
12' - 8"10' - 1"1' - 8 3/4"4' - 1"7' - 3"6' - 8"6' - 8"7' - 3"2' - 11"
4' - 0"
W7A
1 6
SF05
DS
W04R
W04L
_________
A-315
15
3' - 3"3' - 3"DSSI-01
SI-01
SI-01
FD TO SANITARY
PER PLUMBING
SI-01
(E) UTILITY
POLE
DS
CONCRETE
ELEVATOR SUMP
WITH SANITARY
CONNECTION PER
PLUMBING
SI-01
AC AND ADA DOOR
OPERATOR, PER
ELECTRICAL
AC AND LOCATION FOR
FUTURE ADA DOOR
OPERATOR, PER ELECTRICAL
AC AND LOCATION FOR
FUTURE ADA DOOR
OPERATOR, PER ELECTRICAL
AC AND ADA DOOR
OPERATOR, PER
ELECTRICAL
AC AND ADA DOOR
OPERATOR, PER
ELECTRICAL
2x4
2x4
ADA DOOR
OPERATOR, PER
ELECTRICAL
LOCATION FOR FUTURE ADA DOOR
OPERATOR, PER ELECTRICAL
LOCATION FOR FUTURE ADA DOOR
OPERATOR, PER ELECTRICAL
ADA DOOR OPERATOR,
PER ELECTRICAL
SI-01
SEE SITE PLAN / LANDSCAPE PLAN
AND CIVIL FOR COURTYARD PAVING,
PLANTING, GRADNG AND SITE
DETAILS. TYP.
FURR GWB
FOR ALIGNED
FINISH. TYP.
1. ALL DIMENSIONS TO FACE OF FRAMING / MASONRY / CONCRETE U.N.O.
2. SEE DOOR FRAMING DIAGRAM THIS SHEET FOR TYPICAL DOOR FRAMING LAYOUTS.
3. ELEVATOR SHAFTS, 1HR FIRE-RATING.
4. COORDINATE PLANS AND INTERIOR ELEVATIONS FOR INTERIOR STOREFRONT
DIMENSIONS.
5. COORDINATE WITH REFLECTED CEILING PLANS FOR SOFFIT AND TOP OF WALL DETAIL
CALLOUTS.
6. PROVIDE DEFLECTION HEAD AT ALL FULL HEIGHT NON-BEARING WALLS U.N.O.
7. 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
DD 2023-09-29
SD UPDATE 2023-08-21
PERMIT 2024-03-15
BID SET 2024-05-15
5/15/2024 5:27:58 PMA-111
1ST FLOOR PLAN
1875 16TH ST, SPRINGFIELD OR
ALMA APARTMENTS
PK
BM
2204
1/8" = 1'-0"A-111
1 1ST FLOOR PLAN
UNIT SCHEDULE
Name Area Level
1-BED 592 SF 2ND FLOOR
1-BED 580 SF 1ST FLOOR
1-BED 580 SF 1ST FLOOR
1-BED 579 SF 1ST FLOOR
1-BED 580 SF 1ST FLOOR
1-BED 580 SF 1ST FLOOR
1-BED 592 SF 1ST FLOOR
1-BED 579 SF 1ST FLOOR
1-BED 579 SF 1ST FLOOR
1-BED 579 SF 1ST FLOOR
1-BED 580 SF 1ST FLOOR
1-BED 579 SF 1ST FLOOR
1-BED 580 SF 1ST FLOOR
1-BED 580 SF 1ST FLOOR
1-BED 579 SF 2ND FLOOR
1-BED 580 SF 2ND FLOOR
1-BED 580 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 579 SF 2ND FLOOR
1-BED 580 SF 2ND FLOOR
1-BED 580 SF 2ND FLOOR
1-BED 584 SF 2ND FLOOR
1-BED 609 SF 2ND FLOOR
1-BED 580 SF 2ND FLOOR
1-BED 580 SF 2ND FLOOR
1-BED 585 SF 2ND FLOOR
1-BED: 29
1-BED (TYPE A) 609 SF 1ST FLOOR
1-BED (TYPE A): 1
2-BED 940 SF 1ST FLOOR
2-BED 940 SF 1ST FLOOR
2-BED 887 SF 2ND FLOOR
2-BED 940 SF 2ND FLOOR
2-BED 940 SF 2ND FLOOR
2-BED: 5
2-BED (TYPE A) 889 SF 1ST FLOOR
2-BED (TYPE A): 1
STUDIO 413 SF 1ST FLOOR
STUDIO 387 SF 2ND FLOOR
STUDIO 413 SF 2ND FLOOR
STUDIO: 3
SI-01 2024-05-15
FINAL SITE 2024-05-15
DWREF
DW
REF
DW
REFDWREF REFDWDWREF REFDW REFDW
REFDW
REF
DWREFDW
REF DWREFDW
REFDW
REFDW
REFDW
REFDWREFDWREFDW
REFDW DWREFA-2012
2
A-211
__________
2
A-211
__________
1
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
I A-2011 A-2014A-2013A-2026
5
4
1
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"
PATIO CANOPY BELOW, TYP.
CANOPY PLAN
WALKWAY EAST
W203
WALKWAY
NORTH
W202
WALKWAY
SOUTH
W204
STAIR NORTH
S201
STAIR SOUTH
S202
27' - 0"8' - 4"27' - 9 3/4"22' - 9"22' - 9"22' - 11 3/4"6' - 4"26' - 6"
1' - 6"
WALKWAY WEST
W201
A-455
1
STOR
S225
STOR
S226
STOR
S227
STOR
S228S228-1S227-1S226-1S225-1A-459
1
STOR
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-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-453
1
A-453
1
A-453
1
A-453
1
A-453
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1 EW1
EW1S
EW2
EW4
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1
EW1EW1
EW1EW1
EW1
EW1
EW1
EW1
EW2
EW2
EW2
EW2
EW1
EW1
EW1
EW1
EW1
EW3
W29A
1 6
W28A
1 6
W29A
1 6
W28A
1 6
W28A
1 6
W29A
1 6
W28A
1 6
W29A
1 6
W28A
1 6
W28A
1 6
W29A
1 6
W28A
1 6
W29A
1 6
W28A
1 6
W28A
1 6
W29A
1 6
W28A
1 6
W29A
1 6
W7A
1 6
W7A
1 6 A-2028A-2029
S210-1 S211-1 S212-1 S213-1
S216-1S217-1S220-1S221-1S222-1S223-1A-2027A-2022
3
4
A-301
__________
UE-01 UE-01 UE-01 UE-01 UE-01 UE-01 UE-01 UE-01 UE-01
UE-01UE-01UE-01UE-01UE-01UE-02UE-02UE-01UE-01UE-01UE-02UE-02W7A
1 6
W7A
1 6
W07L
W01L
W07R
W01L
W07R
W07R
W01L
W07R
W07R
W01L
W03
W04L W08R
W04R
W07L W01R W07L W07L W01R
W07L
W07L W01R
W07L
W07L W01R
W07L
W04L
W04R W10
W07L
W07L
W07L
W01R
W07R
W07L
W01R
W01L
W07R
W07L
W01L
W07R
W07R
W07R
W10W04L
W04R
W07R
W01LW07R
W07R
W01LW07R
W07R
W01LW07R
W07R
W01L
W07R
W05W02R
W07L
W01R
W07R
W07L
W01L
W07L
W01L
W07R
W07L
W4A
0 6
W2A
0 4
W2A
0 4
W2A
0 4
W2A
0 4
W2A
0 4
W2A
0 4
W2A
0 4
W2A
0 4
W2A
0 4
W2A
0 4
W2A
0 4 6"_________
A-311
15 SIM
WALL TYPE
TRANSITION
_________
A-311
15 SIM
WALL TYPE
TRANSITION
6"_________
A-311
15 SIM
WALL TYPE
TRANSITION
11"_________
A-311
15 SIM
WALL TYPE
TRANSITION10"EW1
WALL TYPE
TRANSITION
_________
A-401
5TYP. AT
STORAGE
CLOSETS
11
A-314
__________
W2A
0 4
EW1S
W2A
0 4
W2A
0 4
1
A-453
HB
HB
1/8" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"3/16" / 1'-0"3/16" / 1'-0"3/16" / 1'-0"3/16" / 1'-0"3/16" / 1'-0"
STOR
S224
EW1S
EW5
EW5A-20211
W2A
0 4
STEEL GUARDRAIL, TYP.16' - 10 1/2"9' - 3 1/2"16' - 4 1/4"6' - 4 3/4"16' - 4 1/4"6' - 4 3/4"
2' - 11"6' - 2"6' - 4 3/4"6' - 4 3/4"16' - 4 1/4"6' - 4 3/4"16' - 4 1/4"6' - 4 3/4"1' - 10 1/2"5 1/2"6' - 10 1/4"4' - 4 1/2"26' - 6"8' - 4"30' - 0"30' - 0"8' - 4"26' - 6"7' - 4 1/2"3' - 1 3/4"6' - 11 1/4"12' - 8 1/2"10' - 1"12' - 5 1/4"12' - 5 1/4"10' - 1"3' - 5"2' - 9"6' - 0"2' - 9"3' - 5"2' - 7"4' - 1"7' - 4 1/2"6' - 10 1/4"12' - 8 1/2"4' - 4 1/2"3' - 3"5' - 5 1/2"2' - 7"4' - 1"6' - 0"6' - 8"6' - 8"7' - 3"11' - 2"
1' - 6"1' - 6"2 3/4"
12' - 5 1/4"
2' - 3 1/4"3' - 5"
3' - 11 1/4"2 3/4"
12' - 5 1/4"
4' - 0"3' - 5"
2 3/4"
12' - 5 1/4"
4' - 0"3' - 5"
2' - 3 1/4"2' - 3 1/4"
4' - 0"3' - 5"
12' - 8"10' - 1"
4' - 0"2' - 6"
1' - 6"11' - 2"
1' - 6"1' - 6"2 3/4"
12' - 5 1/4"
3' - 5"
3' - 11 1/4"
2 3/4"
12' - 5 1/4"
4' - 0"3' - 5"
2 3/4"
12' - 5 1/4"
4' - 0"3' - 5"
2' - 3 1/4"
2' - 3 1/4"
4' - 0"3' - 5"
12' - 8"10' - 1"
4' - 0"2' - 6"
2' - 3 1/4"1' - 6"14' - 9 3/4"14' - 9 3/4"11' - 4 1/2"14' - 9 3/4"14' - 9 3/4"DS
DS
DS
DS
DS
2' - 11"
2' - 0"1' - 6"10' - 10 3/4"
4' - 10 3/4"2' - 0"7' - 0"3' - 10"5' - 0"5' - 6 1/4"3' - 6"6' - 9"9' - 0 3/4"1' - 0 1/4"5' - 6 3/8"4' - 4 5/8"3' - 4"5' - 6 3/8"2' - 9"9' - 1 5/8"1' - 4 3/4"12' - 2 1/2"2' - 6"6' - 2 1/8"5' - 6 3/8"4' - 4 3/4"3' - 3"3' - 6"12' - 6 1/8"1' - 9"6' - 10"6' - 8 3/8"3' - 8 1/4"2' - 8"1' - 1 1/2"3' - 4"2' - 6"
3' - 6"
5' - 10"
1' - 4"6' - 9 1/2"5 1/2"9' - 11 3/4"6' - 3 5/8"FLAT
S224-14' - 1"
11' - 4 1/2"
DS
G-04
_________
A-401
8
EXT-1
PRIVATE FENCE / GATE18' - 4 1/2"FLAT
W04R
W04L
3' - 6 1/8"4' - 3 3/8"3' - 3"W01L
W01R
W2A
0 4
W2A
0 4
HEMMED ALUMINUM
DRAINAGE TRAY BENEATH
MITERED ALUMINUM
WALKWAY AT CORNER, TYP.
14
A-313
__________
DECK JOINT WITH "T" MOULD, TYP.
SI-01
_________
A-313
20
_________
A-313
19
CANOPY PLAN
EW1S
SI-01
DS
DS
DS
1. ALL DIMENSIONS TO FACE OF FRAMING / MASONRY / CONCRETE U.N.O.
2. SEE DOOR FRAMING DIAGRAM THIS SHEET FOR TYPICAL DOOR FRAMING LAYOUTS.
3. ELEVATOR SHAFTS, 1HR FIRE-RATING.
4. COORDINATE PLANS AND INTERIOR ELEVATIONS FOR INTERIOR STOREFRONT
DIMENSIONS.
5. COORDINATE WITH REFLECTED CEILING PLANS FOR SOFFIT AND TOP OF WALL DETAIL
CALLOUTS.
6. PROVIDE DEFLECTION HEAD AT ALL FULL HEIGHT NON-BEARING WALLS U.N.O.
7. 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
EXTERIOR WALKWAY KEY
TRAFIC COATING OVER 1HR
WOOD DECKING
DRAINABLE ALUMINIUM DECK
ON WOOD JOISTS
STAMP
RBA #:
SET ISSUE
P.I.C:
PM / PA:
DATE
REV. DATE
REVISIONS TO THIS SHEET
Owner
Project Name
Project Address
PROJECT TRACKING
DD 2023-09-29
SD UPDATE 2023-08-21
PERMIT 2024-03-15
BID SET 2024-05-15
5/15/2024 5:28:03 PMA-112
2ND FLOOR PLAN
1875 16TH ST, SPRINGFIELD OR
ALMA APARTMENTS
PK
BM
2204
1/8" = 1'-0"A-112
1 2ND FLOOR PLAN
SI-01 2024-05-15
A-2012
2
A-211
__________
2
A-211
__________
1
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-2011 A-2014A-2013A-2026
5
4
1
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"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
__________
2
A-312
__________
3
A-312
TYP
__________
4
A-312
__________
1' - 4"1' - 10"1' - 4"1' - 4"2' - 0"1' - 4"11' - 2 1/2"1' - 4"16' - 5"1' - 4 1/2"1' - 10"1' - 10"1' - 10"6"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"
3' - 0 1/2"1' - 10"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 10"1' - 4"3' - 0 1/2"
1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"1' - 4"6"9' - 10"9' - 10"9' - 10"9' - 10"
FACE OF ROUGH FACIA. TYP.FACE OF STUDS AT WALL BELOW. TYP.
RIDGE VENT. TYP.
6
A-315
__________
7
A-315
__________
15
A-312
SIM
__________
15
A-312
SIM
__________
STAMP
RBA #:
SET ISSUE
P.I.C:
PM / PA:
DATE
REV. DATE
REVISIONS TO THIS SHEET
Owner
Project Name
Project Address
PROJECT TRACKING
DD 2023-09-29
SD UPDATE 2023-08-21
PERMIT 2024-03-15
BID SET 2024-05-15
5/15/2024 5:28:08 PMA-114
ROOF PLAN
1875 16TH ST, SPRINGFIELD OR
ALMA APARTMENTS
PK
BM
2204
1/8" = 1'-0"A-114
1 ROOF PLAN
FINAL SITE 2024-05-15
1ST FLOOR
0"
2ND FLOOR
10' -0"
1
A-211
__________3
A-211
__________
B C G HDFEA I
OPEN TO
COURTYARD
3
A-301
__________
W03
W03W07L
W01L
W07R
W07RW07R
W02L
W01LW07R
W07R
W07RW01L
W02L
W07R
W02L
W01LW07L
W07L
W07RW01LW07LW01LW07LW07R
W07RW10
W01RW07L
HB
RAIL F
,TYP.
_________
A-201
6
T.O. WALL
19' -1 1/4"
SF01 SF02 SF03
G-02
_________
A-315
4
11
A-315
__________
AT GAP BETWEEN
PLATE STEEL CANOPIES
SI-01
2' - 9"6"6"
ADA DOOR
OPERATOR PER
ELECTRICAL
AC PER
ELECTRICAL
SI-01 SI-01
1ST FLOOR
0"
2ND FLOOR
10' -0"
4
A-211
__________
1 2 9 1038457
OPEN TO
COURTYARD
W10
W10W04R
W04R
W04L
W04LW07L
W07L
W01R
W02R
W07L
W07L
W07LW01R
W02R
W07LW07L
W07LW02R
W01RW07LW07L
W07LW02R
W01RW07LW04R
W04R
W08RW04L
W04L W08R
_________
A-201
5
T.O. WALL
19' -1 1/4"
3' CLEAR HVAC
EXHAUST, TYP.
G-01 26' - 9"BUILDING HT._________
A-315
3
SI-01
1ST FLOOR
0"
2ND FLOOR
10' -0"
3
A-211
__________
BCGHDFE A
W07R
W07R
W07R
W07R
W07R
W07R
W01LW07L
W07L
W07R
W07R
W01LW01RW07L
W07L
W07R
W07R
W01RW07L
W07L
W07L
W07L
W07L
W07L
T.O. WALL
19' -1 1/4"
W04R
W04R
W04L
W04L
W01L W01R
1ST FLOOR
0"
2ND FLOOR
10' -0"
2
A-211
__________4
A-211
__________
1291038457
OPEN TO
COURTYARD W02R
W05
W07RW01L
W02LW07R
W07RW07R
W02L
W01LW07R
W07R
W07R
W02L
W01LW07R
W07R
W07R
W02L
W01LW07R
W07RW04R
W04RW04L
W04LW10
W10
_________
A-202
10
T.O. WALL
19' -1 1/4"
G-03
SI-01
1ST FLOOR
0"
2ND FLOOR
10' -0"
ROOF
20' -0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"4"6"6"8"TYP. COURSING
7
A-311
TYP
__________
8
A-311
TYP
__________
6
A-311
TYP
__________4
A-311
TYP
__________
11
A-311
TYP
__________
12
A-311
TYP
__________10
A-311
TYP
__________16
A-311
__________
16
A-311
__________
22
A-311
TYP
__________
23
A-311
TYP
__________
OUTSIDE
CORNER
INSIDE
CORNER
_________
A-312
12
ALU CORNER. TYP.
T.O. WALL
19' -1 1/4"
W01R W07L
W07L
W02R
W07L
EQEQ
7' - 2"LIGHT FIXT. PER ELECT.
RECEPTACLE PER ELECT.
1ST FLOOR
0"
2ND FLOOR
10' -0"
ROOF
20' -0"
C
1
A-313
__________
21
A-311
TYP
__________
9
A-312
TYP
__________
INSIDE
CORNER
14
A-312
TYP
__________
13
A-312
TYP
__________
11
A-312
TYP
__________
10
A-312
TYP
__________
5
A-312
TYP
__________
6
A-312
TYP
__________
7
A-312
TYP
__________
T.O. WALL
19' -1 1/4"
SF01
W01LW07L
2' - 0"8' - 0"22
A-311
TYP
__________
8' - 11 1/2"
UE-02
W09 3' - 8"2' - 6"2' - 3 1/4"2' - 3 1/4"
4
A-311
TYP
__________
11
A-311
TYP
__________
8
A-311
TYP
__________
7
A-311
TYP
__________
6
A-311
TYP
__________
_________
A-312
12
1' - 0"
STAMP
RBA #:
SET ISSUE
P.I.C:
PM / PA:
DATE
REV. DATE
REVISIONS TO THIS SHEET
Owner
Project Name
Project Address
PROJECT TRACKING
DD 2023-09-29
SD UPDATE 2023-08-21
PERMIT 2024-03-15
BID SET 2024-05-15
5/15/2024 5:28:25 PMA-201
BUILDING
ELEVATIONS
1875 16TH ST, SPRINGFIELD OR
ALMA APARTMENTS
PK
BM
2204
1/8" = 1'-0" | Ref: 1 / A-111A-201
2 WEST ELEVATION
1/8" = 1'-0" | Ref: 1 / A-111A-201
1 SOUTH ELEVATION
1/8" = 1'-0" | Ref: 1 / A-111A-201
4 EAST ELEVATION
1/8" = 1'-0"A-201
3 NORTH ELEVATION
1/4" = 1'-0" | Ref: 1 / A-201A-201
5 ENLARGED ELEVATION -FC LAP
1/4" = 1'-0" | Ref: 2 / A-201A-201
6 ENLARGED ELEVATION - FC PANEL
SI-01
SI-01 2024-05-15
3/8" = 1'-0"A-201
7 ENCLOSURE MOCK-UP FIN WALL
3/8" = 1'-0"A-201
8 ENCLOSURE MOCK-UP LONG WALL
A-201
9 ENCLOSURE MOCK-UP
1ST FLOOR
0"
2ND FLOOR
10' -0"
2
A-211
__________
2
9
3 8457
OPEN TO
NORTH
PARKING
2
A-312
__________
RAIL D RAIL B RAIL B RAIL B RAIL B RAIL B RAIL B RAIL B RAIL A
3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"FEC FEC
_________
A-202
11 AT BUILDING WALL
T.O. WALL
19' -1 1/4"
FEC FEC
RAIL G
1ST FLOOR
0"
2ND FLOOR
10' -0"
1
A-211
__________
DFE
HB
HB
RAIL E RAIL E RAIL E RAIL E
1 1/4"3 1/2"3 1/2"3 1/2"1 1/4"
T.O. WALL
19' -1 1/4"
_________
A-315
6
1ST FLOOR
0"
2ND FLOOR
10' -0"
38457
OPEN TO
SOUTH
PARKING
4
A-301
__________
HB
11
A-314
__________
3 1/2"4 1/4"3 1/2"3 1/2"
RAIL A RAIL B RAIL B RAIL C RAIL DRAIL B RAIL B RAIL B RAIL B
T.O. WALL
19' -1 1/4"
3 1/2"3 1/2"
FEC
FEC
FEC
FEC
6
A-315
__________
G-04
UNO
1' - 1" TYP
LIGHT FIXT. PER ELECT.ERV VENT PER MECH
3 1/2"
1ST FLOOR
0"
2ND FLOOR
10' -0"
GDFE
HB ON WALL BEYOND
COLUMN SHOWN DASHED
RAIL E RAIL E RAIL E
T.O. WALL
19' -1 1/4"
RAIL E
1 1/4"3 1/2"3 1/2"3 1/2"1 1/4"
HB
1ST FLOOR
0"
2ND FLOOR
10' -0"
1
A-211
__________3
A-211
__________
BCGHDFE AI
OPEN TO
STREET
VDB-2
RAIL F
1 3/4"1 3/4"
3
A-313
__________7
A-313
__________
T.O. WALL
19' -1 1/4"
15
A-315
__________
13
A-315
SIM
__________
RAIL J RAIL G
LOUVER, TYP.
1' - 0"
LIGHT FIXT. PER ELECT.
6' - 3"4' - 0"3' - 0"
10"
11
A-315
__________2' - 9"6"1' - 0"
AC PER
ELECTRICAL
ADA DOOR
OPERATOR PER
ELECTRICAL
AC PER
ELECTRICAL
3' - 9"2' - 9"1' - 0"
LOCATION OF FUTURE
ADA DOOR OPERATOR
PER ELECTRICAL
SI-01
LOCATION OF FUTURE
ADA DOOR OPERATOR
PER ELECTRICAL
1' - 6"2' - 9"2' - 9"3' - 9"
AC PER
ELECTRICAL
LOCATION OF FUTURE
ADA DOOR OPERATOR
PER ELECTRICAL
1' - 0"2' - 8 5/8"2' - 9"SI-01
1ST FLOOR
0"
2ND FLOOR
10' -0"
G H
6
A-313
__________
5
A-313
__________10
A-313
__________
T.O. WALL
19' -1 1/4"
DRAIN
_________
A-315
7
RAIL J
1ST FLOOR
0"
2ND FLOOR
10' -0"
3
A-211
__________
B C
T.O. WALL
19' -1 1/4"
RAIL H RAIL G
2 1/4"SI-01 2 1/4"
1ST FLOOR
0"
2ND FLOOR
10' -0"
4
A-211
__________
1
W09 W09
4
A-312
__________
T.O. WALL
19' -1 1/4"
SF04
RAIL F
_________
A-202
12
SI-01
1ST FLOOR
0"
2ND FLOOR
10' -0"
4
A-211
__________
12
W07L
T.O. WALL
19' -1 1/4"
RAIL F
EQEQ
DS
5
A-315
__________
1ST FLOOR
0"
2ND FLOOR
10' -0"
ROOF
20' -0"
2 3 4
FC PANEL CLADDING
FC LAP CLADDING
OPEN
OPEN
T.O. WALL
19' -1 1/4"
BIKE LOCKING STATION
LIGHT FIXT. PER ELECT.
ERV VENT PER MECH
LIGHT FICT PER ELECT.
FEC
STOREAGE CLOSET. TYP.
8
A-312
TYP
__________
14
A-311
TYP
__________
12
A-311
TYP
__________
4
A-311
TYP
__________
11
A-311
TYP
__________
2
A-311
TYP
__________
ELEV ENTRY
ELEV ENTRY
9
A-311
SIM
__________
20
A-311
SIM
__________10
A-311
TYP
__________@ STORAGE
FEC
18
A-311
__________
1ST FLOOR
0"
2ND FLOOR
10' -0"
ROOF
20' -0"
4
A-211
__________
123
4
A-411
__________
2
A-313
__________12
A-313
__________
13
A-311
TYP
__________
5
A-311
TYP
__________
T.O. WALL
19' -1 1/4"
14
A-314
__________
14
A-315
__________
W05
W02R
13
A-313
__________
CAP FLASHING
SADDLE FLASHING
LOUVER. TYP.
RAIL G
G-03
109-1
LIGHT FIXT. PER ELECT.
HB
16
A-315
__________
1ST FLOOR
0"
W09 W09
SURFACE MOUNT
MAILBOXES W/ FINISHED
COLLAR SURROUND
1' - 3" *4' - 6" MAX**MAILBOXES SERVING TYPE A
UNITS SHALL BE WITHIN 15" -48"
AFF REACH RANGE.
REMAINING MAILBOXES SHALL
BE WITHIN 15" -54" AFF.
9
A-315
__________
SI-01
FC TRIM
8
A-315
__________
STAMP
RBA #:
SET ISSUE
P.I.C:
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DATE
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REVISIONS TO THIS SHEET
Owner
Project Name
Project Address
PROJECT TRACKING
DD 2023-09-29
SD UPDATE 2023-08-21
PERMIT 2024-03-15
BID SET 2024-05-15
5/15/2024 5:28:38 PMA-202
BUILDING
ELEVATIONS
1875 16TH ST, SPRINGFIELD OR
ALMA APARTMENTS
PK
BM
2204
1/8" = 1'-0" | Ref: 1 / A-111A-202
6 COURTYARD NORTH ELEVATION
1/8" = 1'-0" | Ref: 1 / A-111A-202
1 COURTYARD WEST ELEVATION1/8" = 1'-0" | Ref: 1 / A-111A-202
4 COURTYARD SOUTH ELEVATION
1/8" = 1'-0" | Ref: 1 / A9A-202
5 COURTYARD EAST ELEVATION
1/8" = 1'-0" | Ref: 1 / A-111A-202
8 WALKWAY WEST - WEST ELEVATION
1/8" = 1'-0" | Ref: 1 / A-111A-202
9 SOUTH ENTRY - EAST ELEVATION
1/8" = 1'-0" | Ref: 1 / A-111A-202
7 STAIR WALKWAY - EAST ELEVATION
1/8" = 1'-0" | Ref: 1 / A-111A-202
2 ENTRY - NORTH ELEVATION
1/8" = 1'-0" | Ref: 1 / A-111A-202
3 ENTRY - SOUTH ELEVATION
1/4" = 1'-0" | Ref: 3 / A-201A-202
10 ENLARGED ELEV - NORTH ENTRY
1/4" = 1'-0" | Ref: 1 / A-111A-202
11 ENLARGED ELEVATION - ELEVATOR AND TYP. UNIT ENTRY
1/4" = 1'-0" | Ref: 2 / A-202A-202
12 ENTRY MAILBOXES
SI-01 2024-05-15
FINAL SITE 2024-05-15
1ST FLOOR
0"
2ND FLOOR
10' -0"
OPEN
OPEN
3
A-211
__________
B C D
1-BED
211
1-BED
111
_________
A-301
1
_________
A-301
2
F2
R1
F1
T.O. WALL
19' -1 1/4"
R2
1ST FLOOR
0"
2ND FLOOR
10' -0"
4
A-211
__________
1 2 3
OPEN
OPEN
F3
4
A-312
__________
T.O. WALL
19' -1 1/4"
11
A-315
__________
R2
_________
A-315
12
AT GAP IN PLATE
STEEL CANOPY
EQEQ
2' - 9"ADA DOOR
OPERATOR PER
ELECTRICAL
ADA DOOR
OPERATOR PER
ELECTRICAL 2' - 9"5"5"
AC PER
ELECTRICAL
SI-01
SI-01
1ST FLOOR
0"
2ND FLOOR
10' -0"
2
A-211
__________4
A-211
__________
1 2 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
106 OPEN TO
NORTH
PARKING
OPEN
F4
F2 F2
R1
STAIR NORTH
S201
F1
F1
T.O. WALL
19' -1 1/4"
1ST FLOOR
0"
2ND FLOOR
10' -0"
1
A-211
__________3
A-211
__________
B C G HDFEA I
STUDIO
230 1-BED
228
TRASH
108
2-BED
224
2-BED (TYPE A)
124COMMUNITY RM
102
ENTRY
101
1-BED
231 1-BED
225
1-BED
125
STUDIO
126
STUDIO
226
1-BED
227
1-BED (TYPE A)
127
OPEN TO
COURTYARD
OPEN
PKG
105
MAINT/STORAGE
106
R1
F2
F1
F2
F1
ROOF RIDGE BEYOND
F2b
INSULATED FLOOR
T.O. WALL
19' -1 1/4"
STAMP
RBA #:
SET ISSUE
P.I.C:
PM / PA:
DATE
REV. DATE
REVISIONS TO THIS SHEET
Owner
Project Name
Project Address
PROJECT TRACKING
DD 2023-09-29
SD UPDATE 2023-08-21
PERMIT 2024-03-15
BID SET 2024-05-15
5/15/2024 5:28:43 PMA-211
BUILDING SECTIONS
1875 16TH ST, SPRINGFIELD OR
ALMA APARTMENTS
PK
BM
2204
1/8" = 1'-0"A-211
2 SECTION - TYP.
1/8" = 1'-0"A-211
1 SECTION - WEST ENTRY
1/8" = 1'-0"A-211
3 SECTION - EW - NORTH
1/8" = 1'-0"A-211
4 SECTION - NS - EAST
SI-01 2024-05-15
1. PROVIDE GLAZING IN ALL DOORS, WINDOWS, & STOREFRONT SYSTEMS PER SCHEDULE &
SPECIFICATIONS.
2. PROVIDE TEMPERED GLASS IN ALL DOOR LITES, SIDELITES & TRANSOMS PER CODE.
3. COORDINATE LOW VOLTAGE SECURITY SYSTEMS WITH HARDWARE & FRAMES.
4. DOORS: WHERE A FLOOR MATERIAL CHANGES BETWEEN ROOMS, MAKE TRANSITION AT CENTER
LINE OF DOOR.
5. 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%.
6. 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: ALUMINUM STOREFRONT SYSTEM - ALUMINUM
DP: DOOR PANEL (REVIT NAMING CONVENTION FOR RB)
FGLS: FIBERGLASS
KD: KNOCK DOWN FRAME - "TIMELY"
HM: HOLLOW 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
A2 A C
PANEL WIDTH
PANEL HEIGHTFLUSH FULL LITE ALU SECTIONAL DOOR COILING DOORHALF LITE LOUVER
S
GLASS GLASS
39" MAXUE-01 UE-04 UE-03
3' - 0"1' - 3"6' - 8"2' - 7"3' - 0"6' - 8"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)
UE-026' - 8"3' - 0"
W01L W02L W04L
W05
W07L W08L
W09
7' - 5"6' - 0"6' - 0"5' - 0"5' - 0"5' - 8"
2' - 6"
2' - 6"2' - 6"3' - 0"5' - 0"2' - 6"5' - 0"W105' - 0"3' - 0"2' - 6"2' - 6"W03
6' - 0"5' - 0"W01R
7' - 5"6' - 0"
W02R
6' - 0"5' - 0"W04R
5' - 0"5' - 8"
2' - 6"
W07R
3' - 0"5' - 0"W08R
2' - 6"5' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"2' - 5"SEE ALTERNATE 1: PROVIDE W02L AND W02R IN PLACE OF WO1L AND WO1R
SEE ALTERNATE ELEVATION SHEET A-201
SI-01
1. ROUGH OPENINGS:
A. 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.
B. 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 OPENINGS
2. ALL EXTERIOR GLAZING TO BE INSULATED GLAZING UNITS.
3. GLAZING TO BE TEMPERED IN THE FOLLOWING LOCATIONS:
A. FIXED AND OPERABLE PANELS OF SWINGING OR SLIDING DOORS.
B. 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.
C. GLAZING IN FIXED OR OPERABLE PANELS > 9 SF WHERE THE BOTTOM EDGE IS BELOW18" AFF AND THE
TOP EDGE IS ABOVE 36" AFF.
D. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY MEETING REQUIREMENTS OF OSSC
2406.4.7.
4. FOR ADDITIONAL LOUVER TYPES NOT SHOWN WITHIN STOREFRONT, SEE LOUVER TYPES SHEET.
5. 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 FLOOR
0"
SF01
7' - 2"6' - 0"
2 EQ.
1ST FLOOR
0"
SF02
5' - 10 1/4"7' - 2"1ST FLOOR
0"
10' - 2"7' - 2"SF03
3 EQ
1' - 10"1ST FLOOR
0"
SF04
4' - 4"7' - 2"1ST FLOOR
0"
5' - 6 3/4"7' - 2"SF05
HARDWARE OPERATION KEY
GROUP OPENING TYPE
01 UNIT ENTRY DOOR
AT COURTYARD
FUNCTION
LEVER LOCK, KWICKSET 913 OR 915
CONTEMPORARY DEADBOLT,
WEATHERSTRIPPING, ACCESSIBLE ALU
THRESHOLD, DOOR BOTTOM, STOPS, KNOCKER
AND VIEWER.
NOTES
PROVED ACCESSIBLE KNOCKER AND
VIEWER AT TYPE A UNITS
02 UNIT INTERIOR PASSAGE LEVER PASSAGE, STOPS.BEDROOM AND CLOSET DOORS
03 UNIT INTERIOR PRIVACY LEVER PRIVACY, STOPS.BATHROOM DOORS
04 UNIT INTERIOR DOUBLE
SWING
D HANDLE, ROLLER LATCHES. STOPS.DOUBLE LOUVER DOORS AT LAUNDRY
05 UNIT INTERIOR BI-PASS RECESSED FINGER PULL, HD BI-PASS
TRACK.
06 TENANT EXTERIOR
STORAGE CLOSETS
07a SOUTH ENTRY GATE -
PANIC HW -AC -ADA
OPERATOR
PANIC HW, ADA OPERATOR, ACCESS
CONTROL
08 BUILDING ENTRY WITH
ACCESS CONTROL -
LEVER HW
EXIT HW, CLOSER, ACCESS CONTROL,
OFFSET ALU THRESHOLD,WEATHER
STRIPPING. ADA OPERATOR
PROVIDE ACCESSIBLE PULLS AT TYPE A
UNITS
09 BUILDING ENTRY -TRASH
ROOM
EXIT HW, OFFSET ALU THRESHOLD,WEATHER-
STRIPPING, STOPS, CLOSER, ACCESS CONTROL.
10 BUILDING UTILITY -20
MIN. @ EXTERIOR
11 OFFICE FUNCTION LEVER LOCKSET, CLOSER, SMOKE GASKET, STOPS.
KICK PLATE
OFFICE, MEETING ROOM AND COMMUNITY
ROOMS
12 PRIVACY FUNCTION LEVER LOCKSET W/ OCCUPANCY INDICATOR,
CLOSER, ALU THRESHOLD, SMOKE GASKET, STOPS.
1ST FLOOR RR
13 ELECTRICAL ROOM PANIC HW, CLOSER, ALU THRESHOLD,
SMOKE GASKET, STOPS.
ACCESS CONTROL REQ. FOR TRASH HAULER
01a UNIT ENTRY DOOR
AT PATIO
SAME AS 01a, EXCEPT NO KNOCKER AND VIEWER
AT PATIO DOORS.
EXTERIOR EGRESS GATES. EXTERIOR EXPOSURE
HARDWARE.
LEVER LOCK, KWICKSET 913 OR 915 CONTEMPORARY
DEADBOLT, WEATHERSTRIPPING, ACCESSIBLE ALU
THRESHOLD, DOOR BOTTOM, STOPS, SPRING HINGE,
SMOKE SEAL AT 20 MIN. DOORS
FOB ACCESS TO COMMON BUILDING AREA
STOREROOM LOCKSET, CLOSER, SMOKE
SEAL, ALU THRESHOLD, KICK PLATE,
STOPS
XX
11 RISER CLOSETS STOREROOM LOCKSET, WEATHER STRIP,
STOPS
XX
07b
NORTH ENTRY GATE -
AC -PANIC HW
PANIC HW, CLOSER, ACCESS CONTROL,
WITER FOR FUTURE ADA DOOR OPERATOR
EXTERIOR EGRESS GATES. EXTERIOR EXPOSURE
HARDWARE.
07c
WEST DOUBLE ENTRY
GATE -ACCESS
CONTROL -PANIC HW
PANIC HW, CLOSER, AC, CANE BOLT ON
FIXED LEAF. WIRE FOR FUTURE ADA
OPERATOR
EXTERIOR EGRESS GATES. EXTERIOR EXPOSURE
HARDWARE.
20 SECTIONAL/COILING
DOORS
HW PER MFR
14 PACKAGE ROOM STOREROOM FUNCTION, ACCESS
CONTROL, CLOSER, KICK PLATE
07d PRIVATE ENTRY GATE LEVER PASSAGE, STOPS.PRIVATE GATE. EXTERIOR EXPOSURE HARDWARE.
SI-01
SI-01
1/4" = 1'-0"A-501
1 HM DOOR FRAME INDEX
1/4" = 1'-0"A-501
2 DOOR 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
DD 2023-09-29
SD UPDATE 2023-08-21
PERMIT 2024-03-15
BID SET 2024-05-15
5/15/2024 5:30:08 PMA-501
WINDOW AND DOOR
SCHEDULES
1875 16TH ST, SPRINGFIELD OR
ALMA APARTMENTS
PK
BM
2204
1/4" = 1'-0"A-501
4 VINYL WINDOW INDEX
DOOR SCHEDULE - RESIDENTIAL UNITS DOORS
DOOR TYPE
PANEL THICKNE
SS
FIRE
RATING
PANEL
MATERIAL
FRAME
MATERIAL
HW
GROUP DESCRIPTION NOTESHEIGHT WIDTH
Exterior
UE-01 6' - 8" 3' - 0" 1 3/4" FGLS WD 01 FLUSH DOOR WITH SIDELITE-COURTYARD UNIT ENTRY
UE-01: 33
UE-02 6' - 8" 3' - 0" 1 3/4" 20 MIN. FGLS WD 01 FLUSH DOOR - UNIT ENTRY AT CORRIDORS
UE-02: 7
UE-03 6' - 8" 3' - 0" 1 3/4" FGLS WD 01a FULL LT DOOR W/ TRANSOM -TYP PATIO
UE-03: 12
UE-04 6' - 8" 3' - 0" 1 3/4" FGLS WD 01 FULL LT DOOR WITH SIDELITE - EXTERIOR UNIT ENTRY
UE-04: 6
Interior
BP 4-0 6' - 8" 4' - 0" 1 3/8" WD WD 05 BYPASS DOORS
BP 4-0: 32
BP 5-6 6' - 8" 5' - 6" 1 3/8" WD WD 05 BYPASS DOORS
BP 5-6: 4
BP 6-0 6' - 8" 6' - 0" 1 3/8" WD WD 05 BYPASS DOORS
BP 6-0: 2
DD 5-0 6' - 8" 5' - 0" 1 3/4" WD 04 DOUBLE SWING LOUVER DOORS
DD 5-0: 33
SD 2-2 6' - 8" 2' - 2" 1 3/8" WD WD 02 SINGLE DOOR
SD 2-2: 4
SD 2-6 6' - 8" 2' - 6" 1 3/8" WD WD 02 SINGLE DOOR
SD 2-6: 4
SD 3-0 6' - 8" 3' - 0" 1 3/8" WD WD 02 SINGLE DOOR
SD 3-0: 57
SD 3-0P 6' - 8" 3' - 0" 1 3/8" WD WD 03 SINGLE DOOR-PRIVACY
SD 3-0P: 30
DOOR SCHEDULE
ID FROM ROOM TO ROOM RATING
PANEL FRAME
Hardware Group NOTESHEIGHT WIDTH TYPE MATERIAL TYPE MATERIAL
1ST FLOOR
101-1 EXTERIOR ENTRY 7' - 0" 3' - 0" FULL LITE SF ALU 08
101-2 ENTRY WALKWAY WEST 7' - 0" 3' - 0" FULL LITE SF ALU 08
102-1 ENTRY COMMUNITY RM 7' - 0" 3' - 0" FULL LITE C HM 11
102-2 COMMUNITY RM WALKWAY WEST 7' - 0" 8' - 0" 20 ALU SECTIONAL DOOR
103-1 ENTRY OFFICE 7' - 0" 3' - 0" FULL LITE C HM 11
103A-1 STOR OFFICE 6' - 8" 3' - 0" FLUSH A HM
104-1 ENTRY WC 6' - 8" 3' - 0" FLUSH A HM 12
105-1 PKG ENTRY 6' - 8" 3' - 0" FULL LITE A HM 14
106-1 MAINT/STORAGE WALKWAY WEST 20 6' - 8" 3' - 6" FLUSH A HM 10
106-2 OFFICE MAINT/STORAGE 6' - 8" 3' - 0" FLUSH A HM 11
106A-1 JAN WALKWAY WEST 6' - 8" 3' - 0" FLUSH A HM 10
108-1 WALKWAY WEST TRASH 20 6' - 8" 3' - 0" HALF LITE A HM 09
108-2 TRASH EXTERIOR 7' - 0" 10' - 0" 20 COILING DOOR
109-1 EXTERIOR ELECTRICAL 7' - 0" 3' - 0" FLUSH A HM 13
G-01 8' - 0" 3' - 6" 7a GATE
G-02 8' - 0" 7' - 0" 7d GATE
G-03 8' - 0" 3' - 6" 7c GATE
R101-1 WALKWAY WEST 6' - 8" 2' - 0" FLUSH A WD 11
R102-1 WALKWAY NORTH RISER 6' - 8" 2' - 0" FLUSH A WD 11
S110-1 WALKWAY NORTH STOR 6' - 8" 3' - 0" FLUSH A WD 06
S111-1 WALKWAY NORTH STOR 6' - 8" 3' - 0" FLUSH A WD 06
S112-1 WALKWAY NORTH STOR 6' - 8" 3' - 0" FLUSH A WD 06
S113-1 WALKWAY NORTH STOR 6' - 8" 3' - 0" FLUSH A WD 06
S116-1 STOR WALKWAY EAST 6' - 8" 3' - 0" FLUSH A WD 06
S117-1 WALKWAY EAST STOR 6' - 8" 3' - 0" FLUSH A WD 06
S120-1 STOR WALKWAY SOUTH 6' - 8" 3' - 0" FLUSH A WD 06
S121-1 STOR WALKWAY SOUTH 6' - 8" 3' - 0" FLUSH A WD 06
S122-1 STOR WALKWAY SOUTH 6' - 8" 3' - 0" FLUSH A WD 06
S123-1 STOR WALKWAY SOUTH 6' - 8" 3' - 0" FLUSH A WD 06
S124-1 WALKWAY WEST STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
S125-1 WALKWAY WEST STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
S126-1 WALKWAY WEST STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
S127-1 WALKWAY WEST STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
S128-1 WALKWAY WEST STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
2ND FLOOR
G-04 3' - 6" 7d GATE
S210-1 WALKWAY NORTH STOR 6' - 8" 3' - 0" FLUSH A WD 06
S211-1 WALKWAY NORTH STOR 6' - 8" 3' - 0" FLUSH A WD 06
S212-1 WALKWAY NORTH STOR 6' - 8" 3' - 0" FLUSH A WD 06
S213-1 WALKWAY NORTH STOR 6' - 8" 3' - 0" FLUSH A WD 06
S216-1 STOR WALKWAY EAST 6' - 8" 3' - 0" FLUSH A WD 06
S217-1 WALKWAY EAST STOR 6' - 8" 3' - 0" FLUSH A WD 06
S220-1 STOR WALKWAY SOUTH 6' - 8" 3' - 0" FLUSH A WD 06
S221-1 STOR WALKWAY SOUTH 6' - 8" 3' - 0" FLUSH A WD 06
S222-1 STOR WALKWAY SOUTH 6' - 8" 3' - 0" FLUSH A WD 06
S223-1 STOR WALKWAY SOUTH 6' - 8" 3' - 0" FLUSH A WD 06
S224-1 WALKWAY SOUTH STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
S225-1 WALKWAY SOUTH STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
S226-1 WALKWAY SOUTH STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
S227-1 WALKWAY SOUTH STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
S228-1 WALKWAY SOUTH STOR 20 6' - 8" 3' - 0" FLUSH A WD 06
1/4" = 1'-0"A-501
3 UNIT ENTRY DOOR ELEVATIONS
WINDOW SCHEDULE
Type Mark Rough Width Rough Height Comments
W01L
W01L 6' - 0" 7' - 5"
W01L: 13
W01R
W01R 6' - 0" 7' - 5"
W01R: 8
W02L
W02L 6' - 0" 5' - 0"
W02L: 7
W02R
W02R 6' - 0" 5' - 0"
W02R: 5
W03
W03 6' - 0" 5' - 0"
W03: 2
W04L
W04L 5' - 8" 5' - 0"
W04L: 8
W04R
W04R 5' - 8" 5' - 0"
W04R: 8
W05
W05 2' - 6" 2' - 6"
W05: 1
W07L
W07L 3' - 0" 5' - 0"
W07L: 29
W07R
W07R 3' - 0" 5' - 0"
W07R: 32
W08R
W08R 2' - 6" 5' - 0"
W08R: 2
W09
W09 2' - 6" 2' - 6"
W09: 2
W10
W10 3' - 0" 5' - 0"
W10: 5
QUANTITY
QUANTITY
SF01SF02SF03SF04SF05
SI-01
SI-01 2024-05-15
SEE ALTERNATES FOR MOCKUP. MOCKUP WINDOW AND DOOR NOT INCL. IN
SCHEDULE.
SEE ALTERNATES FOR MOCKUP. MOCKUP WINDOW AND DOOR NOT INCL. IN SCHEDULE.
SI-01
FINAL SITE 2024-05-15