HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/23/2020TO REM/ilN G STREET
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EBBERT MEMORIAL UMC ELEVATOR MAP 4 TAXLOT: 1-T-03-35-24-11100
532 CST, SPRINGFIELD, OR 97477 10/21/2020
ALBRECHT ARCHITECTURE, LLC PROPERTY SIZE: 0.44 ACRES CAPE ROX. ,320 Sp)
EXISTING{ CHURCH f5UILpINC{ 4 ADDITION; -23,3,500 Sp
1740 WILLAMETTE STREET, EUGENE, OREGON 97401
541-485-3315-3315 Kurtt orClvis[ophctDalbrechtarchiteclm'e.com PROPOSED ADDITION; +160 Sp
HORIZONTAL EDGES W/
"FRY REGLET" 46, TYP.
OUTSIDE CORNERS w/
"FRY REGLET" OC3, TYP.
SINGLE -PLY
MEMBRANE ROOF
F-1
PROVIDE 2x SOLID [BLOCKING FOR
8" MIN EACH SIDE OF EACH WINDOW,
TOP 4 BOTTOM. STRAP HEADER4
SILL FRAMING TO BLOCKING w/
'6IMP5OM CS2Oxl6" w/ 0.131"x2 ?
NAILS ALL HOLES; INSTALL STRAPS
OVER WALL SHEATHING AND
CENTER ON EDGES OF WINDOWS.
I SHINGLES TO
MATCH EXIST.
A ADJACENT ROOF
EXISTING CLASSROOM
ADDITION
PROJECT SUMMARY
SCOPE OF WORK:
ADDITION OF A LIMITED-USE/LIMITED-APPLICATION (WLA) ELEVATOR TO
SERVE (2) FLOOR LEVELS IN TLE ORIGINAL CHURCH BUILDING AND (3)
LEVELS IN TWE ADJACENT 196OS'CLASSROOM' BUILDING. PROJECT
INCLUDES ELEVATOR LANDINGS AND CIRCULATION 6PACE, AND FITS IN A
TIGHTLY CONSTRAINED SPACE BETWEEN TLE TWO BUILDINGS. ALSO
INCLUDES REMOVAL OF AN EXISTING (FAILING) CONCRETE ACCESS RAMP,
AND PARTIAL RESTORATION OF CHURCH'S ORIGINAL APPEARANCE.
FOOTRXINT:
APPROX. 16160 FT OF ADDITIONAL AREA
ENERGYCODE:
ELEVATOR ADDITION IS CONSIDERED SEMI -HEATED SPACE
14ARDIE
PANEL
6MOOTH
I'
WIDTHS
HARDIE
PANEL
SMOOTH
2'
WIDTHS
HARDIE
PANEL
SMOOTH
3'
WIDTHS
EXISTING GNUI
DUILDING
SCALE: 1/4"= V-0"
PERSPECTIVE
LOCATE HOISTWAY
WALL 4 FOOTING TO
CLEAR EXIST. FOOTING
ALIGN TWIG FACE
w/EXT. OF EXIST. WALL
L
,/jam l _) 00 IN O
F T G F
1`560's ADDITION
A
L _
NEW FOOTING, TYP.
NEW 4" CONCRETE SLAB
W
SCALE:NTS
NEW FOUNDATION WALLS,
8" THICK, TYP.
(E) ORIGINAL CHURCH
FOUNDATION WALL
COMPRESSIBLE STRIP
6 EDGES ABOVE
EXIST. FOOTINGS; SEE
SECTIONS
(E) ORIGNAL CHURCH
FOOTING
HATCH INDICATES EXTENT
OF 15" THICK SLAB
li
NEW 4" CONCRETE
GLAD
RETAINING WALL
FOOTING
REFER TO STRUCTURAL
CALC PACKET FOR
RETAINING WALL/FOOTING
DETAILS
SCALL: 114" = 1'-0'
-----
I6I'
C STREET
m
F' J J J J J'kJ APPROXIMATELY 1680 SQ FT OF EXISTING CARPET TO
JAND NEW MANNINGTON A
��I -JS I� II I�J WATERPROOF VINYL PLANKING TO BE IDN9TALLED
---"--"--—� URA
-CONFIRM COLORS W/ OWNER.
N
JG DIAGRAM
I
(r-) rOOTING OF
196O's ADDITION
WALL LINE OF 196O's ADG
E) FOOTING OI
196O's ADDITIOI
L --
(E) 4" SANITARY 6EWER
LINE TO BE REROUTED
(E) 2" WATER LINE TO BE
(E) 3" STORMi
TO DE'
7-1
w
SCALL: 1/4" = 1'-V
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REVISIONS
SHEET INDEX:
SITE PLAN
EXISTING CONDITIONS
FOUNDATION PLAN
PERSPECTIVE
SOUTH ELEVATION
FLOOR DIAGRAM
THE CONTRACTOR AND O W NCR
SHALL E%ANRJC THE
CONSTRUCTIONDOCUN®NTSFOR
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THEARCRITECFFOR
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GAP 7"
r 641
VERIFY T.O. w/
MANUFACTURER
EXIST• 07-FI6E0° tc�
A LE1231.0°3i_6"OPEN TO
� BELOW
EXTEND SHEAR WALL
U
SHEATHING UP TO
D
LAP RAFTER -TYP (3)
SIDES OF HOISTWAY
IF
EXTEND SHEAR WALL
642
SHEATHING UP TO
LAP RAFTER
EXTEND SHEAR WALL
SHEATHING UP TO LAP
BLOCKING (SIZE SECTION)
J
ENTRY 4 MACHINE
ROOM ROOF DELOW
LEVEL 3
ON
VEXIST. PARTITION
TO DE REMOVED r------
VERIF4 R -O -w/
MANUFACTURER —
\/ESTISULE
ALE,� VEL2
119.5
N
T
ELEVATOR CAD
ON Q UP
PAINT 02
Jr. EXTERIOR
OF GLASS
BLACK
r
r — — — — REMOVE
---- (E)DOOR
L__�__
NEW OPENING IN
VENEER
WALL:
WALL; 6'-5" HIgH
COLUMN TO
SUPPORT ROOF
45OVE
VERIFY R�O. w/ i 643 [
MANUFACTURER
TA R YESTI5ULE
[ ELEVATOCAg-----�
_?A
LE�m"
FULL INFILL OF 3'-6" 6" GAI
STOREFRONT
WINDOWS Oo
(2) 6x6 -2 OF STUDS AT ELEVATOR RAIL
SUPPORT LOCATIONS; FASTEN TO TOP <
5OT70M PLATES w/'SIMPSON' DCOO, 643
EXISTING TYP B EACH LEVEL SANCTUARY
STAINED GLASS MACHINE
WINDOW 58.5'
ROOM
BELOW
/ Y 01 LE,L YEL I `* FLOOR
SEISMIC GAP 7" ` 8'-3"
\ /E) WINDOWS
TO DE
REMOVED
SLALE: 1/4 1'
II /
II /
II �
FLOOR PLAN
LEVEL 1 & SANCTUARY LEVEL
LEC{END
G
® SHEAR WALL PER STRUCTURAL CALCULATIONS; SEE
FLOOR PLANS FOR SHEAR WALL TYPES; INSTALL �
D
SHEATHING/FRAMING A50 VE OPENING ITYP) WHERE
IF
HATCHING 15 SHOWN ACROSS OPENING. INDICATES
SHEAR WALL TYPE; REFER TO STRUCTURAL CALLS.
OINDICATES SHEAR WALL TYPE;
SEE STRUCTURAL CALCULATIONS
CLEAR FLOOR SPACE FOR
11
CALL CONTROL5. TYP.
COLUMN TO
x�g
SUPPORT ROOF
LOCATE HOLD-DOWN TO
�
ABOVE
CLEAR EXISTING FOOTING �
SII OPEN TO
@ � LJ H DELOW
A 3�
k
642
ENTRY 4 MACHINE
ROOM ROOF BELOW
L-
�N n
COLUMN TO SUPPORT
ROOF ADOVE
2A
FACE OF
(E) WALL
EXISTING STAINED
GLASS WINDOW
EDGE OF
FLOOR
FRAMED WALLS BEGIN
ABOVE GRADE, TYP.
TA I
5'-4W
ELEVATOR CAD L___
I �
O DASEME
EXISTING
STAINED GLASS
WINDOW
BASEMENT LEVEL
(MACHINE
ROOM 5LAD
ADOVE)
Si_6"
N
n
N
T
SCALE: 1/4" = 1'-0"
(E) KITCHEN
n �
DEEPEN 4 EXPAND
EXIST WINDOW OPENING;
HIGH
COLUMNS TO SUPPORT
FLOOR ADOVE
EXISTING WINDOW
TO REMAIN
(E)13ASEME-NT
3CALt: 1/4" = 1'-V
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SHEET INDEX:
FLOORPLANS
TI CONTRACTORAND OWNCR
SHALL EXAMINE THE
CONSTRUCTION DOCUMENTS POR
W CONSISTENCIES AND CONTAC
TREARCRI=FOR
RCSOLUTION.
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A2
NORTH 4 EAST EDGES
SECTION CC
SCALE: 1/4" = 1'-13"
REINFORCE (4) SIDES OF EACH
NEW OPENING IN EXIST
CONCRETE 6 THIS WALL; SEE
"DOOR OPENING
REINFORCEMENT"
FASTEN PLATE GROUP TO
EXISTING CONCRETE WALL
[BEYOND WITH (2) I4GAMIO ITYPk
INSET LAST STUD SO THAT CLIP
CAN BE FASTENED DIRECTLY
TO CONCRETE WALL. USE }" X I'
TITEN 2 SCREWS TO CONCRETE
(2) 6x6 "2 Cr STUDS AT
ELEVATOR RAIL SUPPORT
LOCATIONS; FASTEN TO TOP 4
BOTTOM PLATES w/'SIMPSON'
EC60, TYP 6 EACH LEVEL
FASTEN EDGE RAFTER TO EXIST.
CONCRETE WALL w/(D? TITEN HD
ANCHORS; 3" MIN EMBED; SEE
"RAFTER TO CONCRETE DETAIL"
ALIGN w/ (E) ROOF-
4
OOF4 MATCH SLOPE
PANEL EDGE NAILING
WALL SHEATHING UP
TO LAP BLOCKING
FIRE [BLOCKING
610' TYP.
SAW GUT 4
REMOVE
SEISMIC JOINT
PER "SEISMIC
JOINT DIAGRAM"
(3) 2X6 PLATES
6 NORTH, SOUTH
4 EAST WALLS OF-
ELEVATOR
FELEVATOR
SHAFT 6 LEVEL 3
11-\/fI 2
2X6 616"
OC (TYP)
(3) 2X6 PLATE6
6 NORTH
SOUTH WALLS
OF ELEVATOR
SHAFT 6
SANCTUARY
LEVEL
LEVEL
x1.4 ,
PORTION OF `.
FASTEN PLATE
(2) •5 CONTINUOUS,
FASTENED W/ 6",
d 66'bC 6
2i_Ou
3' CLEAR OF [BASE 4
EXISTING
GROUP TO EXISTING
----------------- --
FOOTING
CONCRETE WALL
2 CLEAR OF SIDES I
I
CONFLICTING
BEYOND WITH(2)
1/4" =1'-0"
WITH NEW PIT
HGAMIO (Tyr);
EXISTING SPREAD
WALL
INSET LAST STUD SO
FOOTING [BEYOND LEAVE REMAINING //
,}_.
THAT CLIP CAN BE
SUBGRADE UNDISTURBED /
-. '. .'..''
FASTENED
UNDER EXISTING FOOTING-/
DIRECTLY TO
NAILS EVERY HOLE INTO
EXPAND PIT WALL iHICKNE55
CONCRETE WALL.
ELEVATOR
AN ADDITIONAL 6" MIN. TO
USE a" X I y" TITEN 2
EXTEND UNDER 4 SUPPORT
SCREWSTO
SECTIONBB
EXISTING FOOTING
CONCRETE
OVER WALL SHEATHING 4
SCALE: 1/4" =1'-0"
�' THREADED ROD w/'SIMPSON'
SET 3G ADHESIVE; EVERY 32"
OC, EM[BED 2 9" MIN TYP.
a" x 3" STEEL STRAP
EDGE OF CONCRETE Of
i" O55 ROOF SHEATHING
FASTENED W/ 8d 6 6" OC 6
SUPPORTED PANEL EDGES 4
12" OG 6 FIELD; APPLY
PANELS W/ LONG DIMENSION
PERPENDICULAR TO
FRAMING 4 STAGGER PANEL
2x12 LEDGER w/
(3)16d NAILS 6
EACH STUD
FASTEN EDGE
RAFTER TO
EXIST.
CONCRETE WALL
w/(2) P TITEN HD
ANCHORS; 3" MIN
EMBED;SEE
"RAFTERTO
CONCRETE
DETAIL"
,SIMPSON, HI
A34, TYP-
,SIMPSON, RISC,
TYP.
SIMPSON
LRU212Z
(TYP)
ALIGN A RAFTER
OVER SHEAR
WALL AND
EXTEND SHEAR
WALL SHEATHING
UP TO LAP
RAFTER
J� I I 121 -On
2x12
RAFTERS
6 24" OC 6'
DOOR OPENING ROOF FRAMING PLAT N
REINFORCEMENT SCALE,"� -"°" MECHANICAL ROOM
HOLD DOWN
LOCATIONS;
SEE STRUCT.
(TVP)
LEVEL 3
LEVEL
12
2
FLOOR
ASSEMBLY6
SACNTUARY-LEVEL
LANDING
MACHINE
ROOM
LOCATE THIS
HOLDDOWNTO
CLEAR EXISTING
FOOTING
2X6 PT PLATE w/P TITEN
HD ANCHORS 648"OC,
CENTERED IN WIDTH OF 8"
CONCRETE PARAPET;
EMBED 3" MIN.
(E) PARAPET, PURR TO
_OUIRED HEIGHT; REMOVE
CORNICE IF NEEDED
MIN. R-30 BATT
INSULATION
TYP.
A35 6
48° OG
12
#�
DO NOT NAIL
RAFTER TO
WALL FRAMING
135"
NORTH. SOUTH.4 EAST
WALLS OF ELEVATOR
SHAFFT6LEVEL3
9 II"
T
LEVEL 3
a
FASTENED W/ 6",
d 66'bC 6
2i_Ou
DD
INSTALL 2X SOLID
BLOCKING FOR IT' MIN.
IT' OC 6 FIELD -APPLY
ADJACENT TO HEADER.
1/4" =1'-0"
PANELS W/ LONG PERP NDIDIMENSION
CULAR TO
FIRE [BLOCKING
STRAP HEADER TO
610', TYP.
[BLOCKING w/ SIMPSON
FRAMING 45TAGGER PANEL
4x12 [BEAM
C520X24" w/ 8d COMMON
9'-6�"
NAILS EVERY HOLE INTO
VERIFY
ELEVATOR
NARROW FACE OF
BLOCKING IN ROOF 4 WALL
HOISTWAY
[BLOCKING. INSTALL STRAP
(ONE STUD OR RAFTER ]BAY)
y
s15
OVER WALL SHEATHING 4
STRAP ACROSS BLOCKING
LAP STRAP EQUALLY ON
�
x <_
HEADER AND [BLOCKING;
--
(4) PLACES, AS SHOWN
HSS 4x4xj
2X12
-71 a 1 u l
LEVEL 2
RAFTERS•24" 1
24'-12'
VERIFYELEVATOR CAR
9'-1F1/u
VERIFY
DEMO REPLACE
SECTION OF EXISTING
SLA[B AS NEEDED TO
CONSTRUCT PIT WALL
LEXISTING GRADE
4'-102� BEAM(VERIFY)
VERIFY -LEAVE IN PLACE
BASEMENT
EXISTING FOOTING, ELVATOR PIT 14"
BEYOND -
SECTION
T
a
FASTENED W/ 6",
d 66'bC 6
2i_Ou
DD
SUPPORTED PANEL EDGES 4
IT' OC 6 FIELD -APPLY
SCALE:
1/4" =1'-0"
PANELS W/ LONG PERP NDIDIMENSION
CULAR TO
B
CRSD
FRAMING 45TAGGER PANEL
4x12 [BEAM
44
11
PROVIDE 2X SOLID
x�g
BLOCKING IN ROOF 4 WALL
(ONE STUD OR RAFTER ]BAY)
y
s15
STRAP ACROSS BLOCKING
�
x <_
w/ SIMPSON LTS 20
--
-
HSS 4x4xj
2X12
RAFTERS•24" 1
"SIMPSON" HI4 A34, I
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iYP.
91MPSON" LRU2122, TYP.
FASTEN EDGE RAFTER
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10/8/2020
CTD/TF
REVISIONS
WALL WITH (2)? TITEN HD
°SIMP60N° A35 6
ANCHORS EMBED 3" MIN,
48" OC
SHEET INDEX:
SECTIONS
FLOOR FRAMING PLAN
ROOF FRAMING PLANS
DS
CONSTRUCTION DOCUMENTS POR
INCONSISTENCIES AND CONTACF
TH6ARCRITECF FOR
RCSOLUTION.
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2x12 LEDGER w/ (3)16D
rO
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SCREWS 6 EACH STUD
"SIMPSON" HI 4 A34, TYP.
Z
W
"SIMPSON" RBC, TYP.
i" 095 ROOF SHEATHING
T
a
FASTENED W/ 6",
d 66'bC 6
2i_Ou
SUPPORTED PANEL EDGES 4
IT' OC 6 FIELD -APPLY
O
PANELS W/ LONG PERP NDIDIMENSION
CULAR TO
L12" L 2xl®R4 F L
CRSD
FRAMING 45TAGGER PANEL
999 44
44
11
N
5 BARS 618" OC EA.
WAY; 2" CLEAR 6 TOP
SECTION AA
NEW ROOF
FRAMING
TOP OF
EXISING
WINDOW
(3) 2X6 PLATES
ENTRY TO
SANCTUARY
LEVEL
NEW FLOOR
FRAMING
ENTRY TO
BASEMENT
LEVEL
ISLE MATERIAL
(CARD-
BOARD OR
SIMILAR) 6
LOCATIONS
ABOVE EXIST.
FOOTINGS
SCALE: 1/4" =1'-0"
DOUBLE STUD BELOW 51/5"xb" GLB wPSIMPSON'
1-1/8" OSB FLOOR HWP5.25 HANGER
SHEATHINGIL
NAILED w/
NG AOGS
SUPPORTED PANEL
EDGES 412' OC 6 FIELD; ALIGN A FLOOR JOIST WITH
APPLY PANELS U/ LONG SHEAR WALL+ STRAPJOIST
DIMENSIONS TO WALL PLATES w/ LT520;
PERPENDICULAR TO INSTALL STRAP OVER
FRAMING 4 STAGGER - FLOOR 4 WALL SHEATHING
PANEL LAYOUT
2x8 RIM
TYP. HSS 4x4xj w/
SIMPSON" CCO05
A A TYP. A
"SIMI-SON"
2x8 JOIST LUS28 TYP.
616'1 OC
. I /- 4ze BEAM
SCALE,'/4°-"° SANCTUARY/ELEVATOR U SCALE: 1/'"="°"
FASTEN FLOOR
LCDGER70EACI4S7UD
w/(5)16d; EXTEND
SHEAR WALL SHEATHING
UP TO LAP RAFTER
SANCTUARY LEVEL
PROVIDE 2X SOLID
[BLOCKING IN ONE JOIST MAY
ADJACENT TO CORNER;
STRAP SHEAR WALL RIM
[BOARD TO BLOCKING W/
C52044" w/ 10d ALL HOLES;
INSTALL STRAP OVER
FLOOR SHEATHING
1 `DOUBLE STUD BELOW
N
SCALE: 1/4" = P-0"
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Ll
SHEET INDEX:
SECTIONS
FLOOR FRAMING PLAN
ROOF FRAMING PLANS
THEW NTRACTOR AND OW NCR
SHALL EXAMNE THE
CONSTRUCTION DOCUMENTS POR
INCONSISTENCIES AND CONTACF
TH6ARCRITECF FOR
RCSOLUTION.
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PERMIT SUBMISSION
A3
SEISMIC JOINT BEYOND, PER
`SEISMIC JOINT DIAGRAM"
"SIMPSON" RBC
PANEL EDGE NAILING 4
2x DLOCKING v
EEJ-60OW
ROOF/WALL
S2"
ROOF®
"SIMP5ON" WI 434 2x6 FASCIA TA HOISTWAY
• EACH RAFTER EXTEND SHEAR WALL
TO TOP PLATE SHEATHING UP TO LAP
BLOCKING
ROOF6
CORRIDOR
SAVE DETAIL, TYP.
ROOF E
SCALE: 1 12" = T -O" R
BELOW
SEISMIC JOINT PER
"SEISMIC JOINT DIAGRAM"
NEW FRAMED WALL
5HEATHING, NAILED PER SHEARWALL SCHEDULE
FIBER -CEMENT PANEL SIDING
CUSTOM REGLET TO PERMIT
SIDING MOVEMENT; FASTEN TO
CHURCH WALL
SEISMIC GAP
BETWEEN WALLS,
PER FLOOR PLAN
EXISTING
WALL
SIDING JOINT DETAIL
SCALE: 1 112"= V-0"
RAFTER TO CONCRETE DETAIL
SCALE: 1 1/2"=1'-0"
ROOF LEVEL
EEJ-50ow •
HEADWALL CONDITION
:7
EEJ-800W •
SIDEWALL CONDITION
IP
FRIEW► : 1/
NJ
N
SCALL: 114" = I'
WALL-TO-WALL
(VERTICAL) JOINTS RUN
FULL -HEIGHT (TOP OF
CONCRETE TO ROOF)
L4TING; 5YM13OL5 KEr
LEVEL I & SANCTUARY LEVELU SCALE: 1/4"=1'-0"
N
STANDARD WALL 6WITCH
a
3
TWO WAY SWITCH
D
DIMMER SWITCH
oe
OCCUPANCY6ENSOR/
MOTION SENSOR SWITCH
CEILING MOUNTED LIGHT FIXTURE
I l¢
I Te
WALL MOUNTED LIGHT FIXTURE
DOUDLE SPOTLIGHT
®
RECESSED CAN LIGHT FIXTURE
RECESSED 4 ADJUSTABLE EYEBALL
SPOT
SQUARE SURFACE -MOUNT LED
FLAT PANEL LIGHT
a
WALL-RECESSED/WALL-MOUNTED
'STEP' LIGHT
46" 2-TU5E SURFACE -MOUNT
FLUORESCENT FIXTURE
45" SINGLE TUBE SURFACE -MOUNT
FLUORESCENT FIXTURE
® up
UP -LIGHT FIXTURE
TRACK LIGHT FIXTURE
4
ELEVATOR CALL CONTROL 4 HALL SIGNAL
LOCATION; TOP DUTTON •42"ADOVE FLOOR
LEVEL I & SANCTUARY LEVELU SCALE: 1/4"=1'-0"
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10/8/2020
CTD/TF
REVISIONS
SHEETINDEX:
LIGHTING PLANS
SEISMIC JOINT DIAGRAMS
SIDING JOINT DETAIL
EAVE DETAIL TYP.
THE CONTRACTOR AND O W NCR
SHALL E%ANRJC THE
CONSTRUCTIONDOCUNE POR
W CONSISTENCIES AND CONTACT
THEARCRITECFFOR
RMOUMN.
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