Plans (3)BL -P2014 00250
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LOCATION MAP
TO PORTLAND
7/793EMT
1-5
TO SALEM
(NOT TO SCALE)
THE CHURCH
OF LATTER
DAY SAINTS
N
VICINITY MAP
(NOT TO SCALE)
A123
SHEET NUMBER
GLASS
GENERAL NOTES
A. ALL WORK OF THE CONTRACTOR. SHALL CONFORM TO CURRENT EDITIONS THE APPLICABLE BUILDING CODES,
AND SHALL COMPLY WITH ALL GOVERNING LAWS, CODES, ORDINANCES, RULES AND REGULATIONS OF THE CITY
COUNTY, STATE AND FEDERAL JURISDICTIONS IN WHICH THE PROJECT IS LOCATED. THE CONTRACTOR SHALL
REPORT TO THE ARCHITECT ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WHICH CONFLICT WITH ANY
SUCH REGULATIONS OF WHICH HE IS AWARE BEFORE CONTINUING WITH THE WORK INVOLVED.
B. ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION WORK TO BE PERFORMED UNDER SEPARATE
PERMITS.
C. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL REPORT
TO THE ARCHITECT ANY ERROR, INCONSISTENCY OR OMISSION THAT MAY BE DISCOVERED BEFORE COMMENCING
WITH THAT PORTION OF THE WORK INVOLVED. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING
CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE START OF WORK
D. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT NECESSARILY SHOW EVERY CONNECTION,
OFFSET, ACCESS, ATTACHMENT OR FURRING REQUIRED FOR SUCH THINGS AS MECHANICAL DUCTS, ELECTRICAL
CONDUITS OR PLUMBING FOR INSTALLATION IN THE SPACE PROVIDED. ALL LOCATIONS FOR MECHANICAL AND
ELECTRICAL WORK SHALL BE CAREFULLY CHECKED AND COORDINATED WITH THE ARCHITECTURAL AND
STRUCTURAL DRAWINGS, AND VVITH ACTUAL OR EXISTING CONDITIONS.
E. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS
IF REQUIRED BY ALL. COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT
DOCUMENTS. DRAWINGS AND SPEC1FiCATIONS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION
OF THE WORK SUITABLE FOR THE INTENDED USE OF THE OWNER. ANYTHING NOT EXPRESSLY SET FORTH BUT
WHICH IS REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT SHALL BE
INCLUDED. REQUEST CLARIFICATION FROM THE ARCHITECT FOR ALL DISCREPANCIES PRIOR TO CONSTRUCTION.
F. DO NOT RELY ON DIMENSIONS SCALED FROM DRAWINGS. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO
BUILDING GRID LINES, FACE OF STUD, FACE OF MASONRY, OR FACE OF CONCRETE WALLS.
G. REPETITIVE ITEMS MAY BE SHOWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.
CONDITIONS AND DETAILS MARKED "TYPICAL" (TYP.) SHALL APPLY IN ALL CASES, UNLESS SPECIFICALLY
INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE
BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE
IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION ON THE PROJECT.
H. DEFERRED SUBMITTALS: THE ELEMENTS/SYSTEMS LISTED BELOW ARE SUBJECT TO DEFERRED SUBMITTAL IN
ACCORDANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS. SUBMITTAL DOCUMENTS FOR DEFERRED
SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW
THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL
CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE ARCHITECT'S OR ENGINEER'S APPROVAL IS
CONTINGENT UPON APPROVAL OF SUBMITTAL BY LOCAL GOVERNING AUTHORITIES. THE DEFERRED SUBMITTAL
ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY
THE BUILDING OFFICIAL:
I. FIRE SPRINKLER DRAWINGS AND CALCULATIONS
2. HVAC 8, PLUMBING DRAWINGS
3. ELECTRICAL DRAWINGS
4. FIRE DETECTION/ALARM SYSTEM
5. SECURITY AND BUILDING ACCESS SYSTEM
6. PENETRATION FIRESTOPPING AT RATED WALL AND CEILING ASSEMBLIES
7. INTERIOR AND EXTERIOR SIGNAGE (EGRESS & ACCESSIBILITY)
I. CONTRACTOR TO COORDINATE SELECTION OF FINISH MATERIALS, COLORS, EQUIPMENT & APPLIANCES WITH
OWNER.
A0.1 COVER SHEET
A1.0 SCHEDULES, DOOR & FRAME TYPES
A1.1 FIRST FLOOR PLAN
A1.2 SECOND FLOOR PLAN CITY OF'TIGARD
REVIEWED FOR CODE COMPLJANCR
A2.2 SECOND FLOOR REFLECTED CEILING PLAN Approved:
OTC: [
A4.0 DETAILS
Permit
A5.0 SECOND FLOOR POWER & SIGNAL LAYOUT Address; L-5— t ( - � rr`�<'
rr.rr. ■ irr.0 un��--A . Irl;
Suite #:
A6.1 FIRST FLOOR DEMOLITION PLAN
By: Date.-
A6.2
ate:A6.2 SECOND FLOOR DEMOLITION PLAN
A7.0 SECOND FLOOR FRAMING PLAN
PROJECT ADDRESS: 12511 SW 68TH AVENUE, SECOND FLOOR.
TIGARD, OREGON 97223
J5
PROJECT INFORMATION
TENANT SPACE FLOOR AREA (GROSS): 3,856 SQUARE FEET (SECOND FLOOR ONLY)
OCCUPANCY GROUP: B (MEDICAL OFFICE)
OCCUPANCY LOAD: 3,856 SF/100 SF PER OCC. _ CCUPANTS
(OSSC TABLE 1004.1.2 OCCUPANT LOAD FACTOR FOR BUSINESS & OUTPATIENT AREAS)
CONSTRUCTION TYPE: V -B (NO AUTOMATIC SPRINKLER SYSTEM)
PROJECT TEAM
ARCHITECT: PAUL KLEIN/ARCHITECT CONTACT: PAUL KLEIN, AIA
9663 S.E. 56TH AVENUE T: 503-652-8891
MILWUAKIE, OREGON 97222 arkanjI@dslnorthwest.net
CONTRACTOR: NORWEST CONTRACTORS, INC.
P.O. BOX 25305 CONTACT: MARK ENGER
PORTLAND OREGON 97298 T: 503-291-6986, EXT.26
OREGON CCB #89425 C: 503-710-0567
maenger@norwestgc.com
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SYMBOLS LEGEND
ROOM NAME --- ROOM NAME
123 ROOM
MATERIALS
NUMBER
FLOOR LEVEL
III=III=III
EARTH
ASSEMBLY TARGET
GRAVEL
OOX " ASSEMBLY TYPE
d: a
CONCRETE
ELEVATION TARGET
®
ASPHALT
ELEVATION NUMBER
A
STEEL
A123
SHEET NUMBER
T
ALUMINUM
BUILDING/WALL SECTION TARGET
BUILDING WALL
FACE BRICK
SECTION SECTION
DETAIL NUMBER
CMU
99 99
A123 A125
// /
STONE
SHEET NUMBER
®
FINISH WOOD/VENEER
ROUGH LUMBER - CONTINUOUS
DETAIL TARGET
ROUGH LUMBER - BLOCKING
99 DETAIL NUMBER
A123
BATT INSULATION
SHEET NUMBER
1
RIGID INSULATION
9
A123 M
ACOUSTICAL PANEL
41%��MOO
PLYWOOD SHEATHING
INTERIOR ELEVATION TARGET
OSB SHEATHING
DETAIL NUMBER
99
GYPSUM BOARD
A123
SHEET NUMBER
GLASS
GENERAL NOTES
A. ALL WORK OF THE CONTRACTOR. SHALL CONFORM TO CURRENT EDITIONS THE APPLICABLE BUILDING CODES,
AND SHALL COMPLY WITH ALL GOVERNING LAWS, CODES, ORDINANCES, RULES AND REGULATIONS OF THE CITY
COUNTY, STATE AND FEDERAL JURISDICTIONS IN WHICH THE PROJECT IS LOCATED. THE CONTRACTOR SHALL
REPORT TO THE ARCHITECT ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WHICH CONFLICT WITH ANY
SUCH REGULATIONS OF WHICH HE IS AWARE BEFORE CONTINUING WITH THE WORK INVOLVED.
B. ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION WORK TO BE PERFORMED UNDER SEPARATE
PERMITS.
C. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL REPORT
TO THE ARCHITECT ANY ERROR, INCONSISTENCY OR OMISSION THAT MAY BE DISCOVERED BEFORE COMMENCING
WITH THAT PORTION OF THE WORK INVOLVED. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING
CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE START OF WORK
D. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT NECESSARILY SHOW EVERY CONNECTION,
OFFSET, ACCESS, ATTACHMENT OR FURRING REQUIRED FOR SUCH THINGS AS MECHANICAL DUCTS, ELECTRICAL
CONDUITS OR PLUMBING FOR INSTALLATION IN THE SPACE PROVIDED. ALL LOCATIONS FOR MECHANICAL AND
ELECTRICAL WORK SHALL BE CAREFULLY CHECKED AND COORDINATED WITH THE ARCHITECTURAL AND
STRUCTURAL DRAWINGS, AND VVITH ACTUAL OR EXISTING CONDITIONS.
E. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS
IF REQUIRED BY ALL. COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT
DOCUMENTS. DRAWINGS AND SPEC1FiCATIONS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION
OF THE WORK SUITABLE FOR THE INTENDED USE OF THE OWNER. ANYTHING NOT EXPRESSLY SET FORTH BUT
WHICH IS REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT SHALL BE
INCLUDED. REQUEST CLARIFICATION FROM THE ARCHITECT FOR ALL DISCREPANCIES PRIOR TO CONSTRUCTION.
F. DO NOT RELY ON DIMENSIONS SCALED FROM DRAWINGS. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO
BUILDING GRID LINES, FACE OF STUD, FACE OF MASONRY, OR FACE OF CONCRETE WALLS.
G. REPETITIVE ITEMS MAY BE SHOWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.
CONDITIONS AND DETAILS MARKED "TYPICAL" (TYP.) SHALL APPLY IN ALL CASES, UNLESS SPECIFICALLY
INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE
BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE
IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION ON THE PROJECT.
H. DEFERRED SUBMITTALS: THE ELEMENTS/SYSTEMS LISTED BELOW ARE SUBJECT TO DEFERRED SUBMITTAL IN
ACCORDANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS. SUBMITTAL DOCUMENTS FOR DEFERRED
SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW
THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL
CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE ARCHITECT'S OR ENGINEER'S APPROVAL IS
CONTINGENT UPON APPROVAL OF SUBMITTAL BY LOCAL GOVERNING AUTHORITIES. THE DEFERRED SUBMITTAL
ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY
THE BUILDING OFFICIAL:
I. FIRE SPRINKLER DRAWINGS AND CALCULATIONS
2. HVAC 8, PLUMBING DRAWINGS
3. ELECTRICAL DRAWINGS
4. FIRE DETECTION/ALARM SYSTEM
5. SECURITY AND BUILDING ACCESS SYSTEM
6. PENETRATION FIRESTOPPING AT RATED WALL AND CEILING ASSEMBLIES
7. INTERIOR AND EXTERIOR SIGNAGE (EGRESS & ACCESSIBILITY)
I. CONTRACTOR TO COORDINATE SELECTION OF FINISH MATERIALS, COLORS, EQUIPMENT & APPLIANCES WITH
OWNER.
A0.1 COVER SHEET
A1.0 SCHEDULES, DOOR & FRAME TYPES
A1.1 FIRST FLOOR PLAN
A1.2 SECOND FLOOR PLAN CITY OF'TIGARD
REVIEWED FOR CODE COMPLJANCR
A2.2 SECOND FLOOR REFLECTED CEILING PLAN Approved:
OTC: [
A4.0 DETAILS
Permit
A5.0 SECOND FLOOR POWER & SIGNAL LAYOUT Address; L-5— t ( - � rr`�<'
rr.rr. ■ irr.0 un��--A . Irl;
Suite #:
A6.1 FIRST FLOOR DEMOLITION PLAN
By: Date.-
A6.2
ate:A6.2 SECOND FLOOR DEMOLITION PLAN
A7.0 SECOND FLOOR FRAMING PLAN
PROJECT ADDRESS: 12511 SW 68TH AVENUE, SECOND FLOOR.
TIGARD, OREGON 97223
J5
PROJECT INFORMATION
TENANT SPACE FLOOR AREA (GROSS): 3,856 SQUARE FEET (SECOND FLOOR ONLY)
OCCUPANCY GROUP: B (MEDICAL OFFICE)
OCCUPANCY LOAD: 3,856 SF/100 SF PER OCC. _ CCUPANTS
(OSSC TABLE 1004.1.2 OCCUPANT LOAD FACTOR FOR BUSINESS & OUTPATIENT AREAS)
CONSTRUCTION TYPE: V -B (NO AUTOMATIC SPRINKLER SYSTEM)
PROJECT TEAM
ARCHITECT: PAUL KLEIN/ARCHITECT CONTACT: PAUL KLEIN, AIA
9663 S.E. 56TH AVENUE T: 503-652-8891
MILWUAKIE, OREGON 97222 arkanjI@dslnorthwest.net
CONTRACTOR: NORWEST CONTRACTORS, INC.
P.O. BOX 25305 CONTACT: MARK ENGER
PORTLAND OREGON 97298 T: 503-291-6986, EXT.26
OREGON CCB #89425 C: 503-710-0567
maenger@norwestgc.com
330
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MATERIALS ABBREVIATION KEY
CPTI: CARPET -BROADLOOM
CPT2: CARPET TILE
CT: CERAMIC TILE
FRP: FIBERGLASS REINFORCED PANEL
FRT: FIRE -RETARDANT TREATED
GB: GYPSUM BOARD
MANUF.: MANUFACTURER'S
MRGB: MOISTURE RESISTANT GYPSUM BOARD
PT: PAINT
PLAM: PLASTIC LAMINATE
PWD: PLYWOOD
RB4: 4" RESILIENT BASE
RB6: 6" RESILIENT BASE
SAC: 2'x4' SUSPENDED ACOUSTIC CEILING
SC: SEALED CONCRETE
SV: SHEET VINYL
VCT: VINYL COMPOSITION TILE
WD: WOOD
WOM: WALKOFF MAT
DOOR SCHEDULE
MARK
FLOORS
WALLS
CELM
- -- - --
REMARIKS
NUMBER
ROOM NAE
MATERIAL
BASE
MATERIAL
FINISH
MATERIAL
FINISH
101
LOBBY
HM (TIMELY)
A
(E) MANUF.
J
RELOCATE (E) DOOR & FRAME
J
PAINT NEW GYPSUM BOARD AT STAIR #1
104
MECHANICAL
---
GB
PT
GB
PT
204A
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
A
MANUF.
201
LOBBY
CPT2
R134
GB
PT
SAC
MANUF.
202
WAITING
CPT2
R84
GB
PT
SAC
MANUF.
(E) MANUF.
203
RECEPTION
CPT2
R134
GB
PT
SAC
MANUF.
A
204
HALL
CPT2
RB4
GB
PT
SAC
MANUF.
HM (TIMELY)
205
OFFICE & EXAM A
CPT2
R134
GB
PT
SAC
MANUF.
(E)
206
OFFICE & EXAM B
CPT2
RB4
GS
PT
SAC
MANUF.
SOLID CORE WOOD
207
OFFICE & EXAM C
VCT
RB4
GB
PT
SAC
MANUF.
F
208
OFFICE & EXAM D
VCT
R134
GB
PT
SAC
MANUF.
3'-0" x 8'-0"
209
OFFICE & EXAM E
VCT
RB4
GB
PT
SAC
MANUF.
213B
210
OFFICE & EXAM F
VCT
RB4
GB
PT
SAC
MANUF.
211
MA STATION
CPT2
RB4
GB
PT
SAC
MANUF.
212
STORAGE
CPT2
RB4
(E) GB
PT
(E) GB
PT
MANUF.
213
BREAK ROOM
VCT
R134
GB
PT
SAC
MANUF.
A
214
OFFICE & EXAM G
CPT2
RBL
GB
PT
SAC
MANUF.
HM (TIMELY)
215
HALL
CPT2
R134
GB
PT
SAC
MANUF.
(E)
216
INTAKE
CPT2
RB4
GB
PT
SAC
MANUF.
SOLID CORE WOOD
217
PROCEDURE
VCT
RB4
GB
PT
SAC
MANUF.
F
218
EXAM A
VCT
RB4
GB
PT
SAC
MANUF.
3'-0" x 8'-0"
219
EXAM B
VCT
RB4
GB
PT
SAC
MANUF.
222A
220
EXAM C
VCT
R134
GB
PT
SAC
MANUF.
POCKET DOOR
221
OFFICE
CPT2
RB4
GB
PT
SAC
MANUF.
222
MA RECORDS
CPT2
RB4
GB
PT
SAC
MANUF.
MANUF.
223
HALL
VCT
RB4
GB
PT
SAC
MANUF.
A
224
LAB
VCT
R134
GB
PT
SAC
MANUF.
HM (TIMELY)
225
HALL
CPT2
RB4
GB
PT
GB
PT
(E)
226
I.T. EQUIPMENT
CPT2
RB4
GB
PT
GB
PT
227
TOILET
(E) SV
(E) CT
(E) GB
(E) PT
(E) GB
(E) PT
CLEAN & WAX (E) SV FLOORING
228
TOILET
(E) SV
(E) CT
(E) GB
(E) PT
(E) GB
(E) PT
CLEAN & WAX (E) SV FLOORING
229
MECHANICAL
(E)
(E)
(E) GB
(E) PT
(E) GB
(E) PT
SI -1
STAIR #1
CPTI
RB4
(E) GB
PT
(E) GB
PT
SI -2
STAIR #1
CPTI
RB4
(E) GB
PT
(E) GB
PT
S2-2
STAIR #2
CPTI
R134
(E) GB
(E) PT
(E) GB
(E) PT
(E) ONE HOUR RATED F.R. WALLS & CEILING
MATERIALS ABBREVIATION KEY
CPTI: CARPET -BROADLOOM
CPT2: CARPET TILE
CT: CERAMIC TILE
FRP: FIBERGLASS REINFORCED PANEL
FRT: FIRE -RETARDANT TREATED
GB: GYPSUM BOARD
MANUF.: MANUFACTURER'S
MRGB: MOISTURE RESISTANT GYPSUM BOARD
PT: PAINT
PLAM: PLASTIC LAMINATE
PWD: PLYWOOD
RB4: 4" RESILIENT BASE
RB6: 6" RESILIENT BASE
SAC: 2'x4' SUSPENDED ACOUSTIC CEILING
SC: SEALED CONCRETE
SV: SHEET VINYL
VCT: VINYL COMPOSITION TILE
WD: WOOD
WOM: WALKOFF MAT
DOOR SCHEDULE
MARK
SIZE (WXH)
TYPE
MATERIAL
FINISH
FRAME
TYPE
FINISH
=1
NOTES
104A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
J
RELOCATE (E) DOOR & FRAME
J
Q
d
204A
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
A
MANUF.
205A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
206A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
207A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
208A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
209A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
210A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
212A
PR. 2'-6"" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
B
MANUF.
(E) DOORS & FRAME
213A
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
C
MANUF.
POCKET DOOR
213B
3'-0" X 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
A
MANUF.
214A
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
A
MANUF.
214B
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
A
MANUF.
215A
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
A
MANUF.
217A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
218A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
219A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
220A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
221A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
RELOCATE (E) DOOR & FRAME
222A
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
C
MANUF.
POCKET DOOR
225A
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
A
MANUF.
226A
3'-0" x 8'-0"
F
SOLID CORE WOOD
STN/POLY
HM (TIMELY)
A
MANUF.
227A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
(E) DOOR & FRAME
228A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
(E) DOOR & FRAME
229A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
(E) DOOR & FRAME
S2 -2A
3'-0" x 8'-0"
F
SOLID CORE WOOD
(E)
HM (TIMELY)
A
(E) MANUF.
(E) DOOR & FRAME; 20 MIN. U.L. LABEL
KEY: (E) = EXISTING (N) = NEW ALUM = ALUMINUM HM = HOLLOW METAL MANUF. = MANUFACTURER STN/POLY = STAIN & SATIN POLYURETHANE
NOTE: TEMPERED GLAZING TO BE PROVIDED AT DOORS WITH GLAZING, PER OSSC SECTION 2406 SAFETY GLAZING.
F
FLUSH
1 DOOR TYPES
SINGLE
EAF OR
5 I LBIFOLD
w
1/4"=1'-0"
FIN. FLR.
0 2' 4' 6' 8' 10'
A B
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1
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2 FRAME TYPES
0 2' 4' 6' 8' 10'
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A FIRST FLOOR PLAN
I/4"=1'-0"
0 2 4' 6' 8' 10'
FIRST FLOOR PLAN KEYNOTES
55,31 o
EXISTING ONE-HOUR FIRE -RESISTIVE RATED WALL & CEILING ASSEMBLIES A T STAIR#2 & CORRIDOR. EXISTING AUL
r
DOOR & FRAME ASSEMBLIES HAVE 20 MINUTE U.L. LABELS.
02 RELOCATED DOOR &FRAME ASSEMBLY. P T AND OR Ait
05 RELOCATED WATER HEATER. (COORDINATE WITH MECHANICAL & ELECTRICAL.) OF 61"
O ON .-i
04 CONSTRUCT NEW STAIR RUN UP TO LANDING TO MATCH RISE AND RUN OF REMOVED STAIRS.b a N
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EXISTING STUD WALL TO REMAIN
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W
- EXISTING WALL TO BE REMOVED
V
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NEW STUD WALL ASSEMBLY
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(SEEASSEMBLIES
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IES SHEET A0 2)
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W4LLC4V|TY
(NO4CCESS)
3 5/8" METAL STUDS @24^0.C.
5/8^GYPSUM BOARD
WALL TYPE LS: 5 112" FIBERGLASS
BATT INSULATION UP TO 10'-0^
ABOVE FINISH FLOOR UNLESS
NOTED OTHERWISE
6" METAL STUDS @24^OI.
5/8" GYPSUM BOARD EACH SIDE
WALL TYPE 2S: 3 1/2" FIBERGLASS
BATT INSULATION UP 10'-0^
F-20�� �_"��.vxo�~o`r~' �m�"^��.^�,^�u��' L_����
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FURRED AmxxM3 5/8= METAL STUDS F2��l -*nouxOINI: 6METAL STUDS WITH BATT N�����U�� L157
D412-03 5'=|1_U. DA12-02
SECOND FLOOR -LAN KEYNOTES
EXISTING ONE-HOUR FIRE -RESISTIVE RATED WALL & CEILING ASSEMBLIES AT ST4|R#2. EX|3T|NG DOOR & FR/�ME
�
ASSEMBLY HAS 20MINUTE U.L. LABEL.
NOWORK 4J EX|5T|NG TOILET ROOM.
N0WORK ATEXISTING ACCESSIBLE TOILET ROOM.
-
BASE CABINET WITH COUNTERTOP.
��
BA3E CABINETS WITH KNEESP4CE, COUNTERTOP AND UPPER WRITING SURFACE.
B45E CABINETS WITH KNEESP4CEAND COUNTERTOP.
SE4T BENCH BUILT INTO CABINET.
PROVIDE BLOCKING iNWALL FOR FUTURE 'WALL MOUNT CABINETS.
TOP OF WALL AT FINISH FLOOR +�,2"
TOP OFWALL ATFINISH FLOOR +5�,^
30"xz,8" CLEAR FLOOR SPACE.
b8^DIAMETER CLEAR FLOOR SPACE.
RECORDS STORAGE SHELVING.
WALL MOUNT TELEVISION MONITOR (N.|.C.). (COORDINATE WITH ELECTRICAL.)
LASER FAN EXHAUST VENT. (COORDINATE WITH ME[HAN|CAL.)
RELOCATED FIRE EXTINGUISHER AND SEMI -RECESSED CABINET.
NEW SINK. (COORDINATE WITH ME[H4N|C4L.)
MICROWAVE OVEN (N.!.C.).
REFRIGERATOR (N.|.C.).
WALL MOUNT CABINETS ABOVE.
�� PLAN ����
�-�-��x.��� V-K���U� SYMBOLS
EXISTING STUD WALL TOREMAIN
Emmmmmmms EXISTING STUD SHEAR WALL 0REMAIN
TING WALL TO BE REMOVED
NEW STUD WALL ASSEMBLY
DOOR 8cMARK
(SEE DOOR SCHEDULE SHEET A|.0)
0 KEYNOTE TARGET
WALL AND CEILING TYPE ASSEMBLY MARK
(SEE ASSEMBLIES SHEET AO.2)
'$()g" COUNTERTOP HBGMT4BOVE FINISH FLOUR
A. INTERIOR PARTITIONS TO BE WALL ASSEMBLY TYPE ( UNLESS NOTED OTHERWISE.
16
B. GYPSUM BOARD FINISH LEVEL �,UNLESS NOTED OTHERWISE (REFER TOGYPSUM ASSOCIATION G4-2|4).
C. ASSEMBLIES FOR FIRE RATED AND ACOUSTICAL WALLS AND COLUMNS SHALL EXTEND FROM 8TRUCTUR4L
17LO0R TOUNDERSIDE 0FFLOOR DECK OR ROOF SHEATHING ABOVE UNLESS NOTED OTHERWISE. t�LL
PENETRATIONS' OPENINGS AND JOINTS SHALL BE PROTECTED AS REQUIRED BY4PPL|[�BLECODES
D. MAINTAIN FIRE RESISTANCE RATING FOR ALL CONSTRUCTION INDICATED AT THROUGH -WALL
PENETRATIONS, BUILT-IN WALL FIXTURES, ACCESSORIES, AND BEHIND FIRE EXTINGUISHER CABINETS,
5 5/8^ METAL STUDS @ 2L�^ D.C, PLUMBING FIXTURES` ELECTRIC PANELS AND SIMILAR ITEMS, IN [OMPL|AN[� WITH APPLICABLE CODES.
COORDINATE CONSTRUCTION OF FIRE -RATED WALL ASSEMBLIES WITH DESIGNATED DESIGN NUMBER.
5/8^GYPSUM BOARD EACH SIDE
WALL TYPE IS: 3 112" FIBERGLASS
BATT INSULATION UP TO 0'-0^
,ABOVE FINISH FLOOR UNLESS
N0TED0THERVV|3E
f _jS7
STC 46(TESTED PER BBN -700725)
PARTITION. 3 5/W METAL STUDS
PARTITION: 3 5/W METAL STUDS WITH FIBERGLASS BATT INSULATIOV
0 21, �" b^ 81' 101, 12^
E. COMPLETELY S[4LAROUND PENETRATIONS THROUGH ACOUSTICAL WnLL3. F|LLDEPTH OF G4P84ROUND
CUT-OUTS FOR ELECTRICAL BOXES, PIPES AND PLUMBING, AND OTHER PENE�R4T0N3. PROVIDE
INSULATION BETWEEN THE CONCEALED FACE OFFINISH MATERIALS (WITHIN TME 3TUD0RJOIST C4y|TY)
AND PIPES, PLUMBING, THE BACK OF BOXES OROTHER RECESSED FIXTURES.
F. WHERE 'LARGER STUDS ORFURRING ARE REQUIRED TO COVER DUCTS, PIPING, CONDUIT, ETC.` THERG E R
STUD SIZE ORFURRING SHALL BEPROVIDED AND SHALL EXTEND THE FULL SURFACE 0F THE WALL
LENGTH AND HEIGHT.
G. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING AND FRAMING FOR H4NDR411_S, DOOR STOPS.
CASEWORK, SHELVING, M|RRORS, GRAB BARS, WALL MOUNTED EQUIPMENT AND ALL OTHER ITEMS AS
REQUIRED FOR COMPLETE INSTALLATION.
H. FRAME AND FINISH OPENINGS FOR MECHANICAL AND ELECTRICAL SYSTEMS 4SREQUIRED 8YMECH./ELE[.
DOCUMENTS.
L SUBSTITUTE MOISTURE RESISTANT GYPSUM BOARD AT WALLS IN BATHROOMS AND BEHIND SINKS AT
KITCHENS. SUBSTITUTE CEMENT BACKER BOARD AT WALLS SCHEDULED TO RECEIVE CERAMIC TILE
FINISHES.
WALL ASSEMBLY NOTES
OR
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A SECOND FLOOR REFLECTED CEILING PLAN
SECOND FLOOR REFLECTED CEILING PLAN KEYNOTES
o; EXISTING GYPSUM BOARD CEILING.
02 NEW GYPSUM CEILING ASSEMBLY.
03 CONNECT NEW WALL MOUNT TO EXISTING LIGHTING CONTROL SWITCH.
REFLECTED CEILING PLAN SYMBOLS
FULL HEIGHT WALL ASSEMBLY: EXTEND STUDS, INSULATION & GYPSUM BOARD
ONE SIDE UP TO BOTTOM OF ROOF DECK
CEILING HEIGHT
GYPSUM BOARD CEILING
2'x4' SUSPENDED ACOUSTIC CEILING SYSTEM (ARMSTRONG CORTEGA #769)
LUMINAIRE/DETECTOR PLACEMENT IN CEILING PANEL
2'x4' SUSPENDED ACOUSTIC CEILING SYSTEM WITH 6" (R-19)
FIBERGLASS BATT INSULATION COVER
LAY—IN FLUORESCENT LUMINAIRE WITH ACRYLIC LENS
RECESSED 6" LED CAN DOWNLIGHT
NL = NIGHT LIGHT (BACKUP POWER SOURCE WITH BUGEYE)
PENDANT LUMINAIRE
WALL LUMINAIRE ABOVE VANITY (CENTERLINE AT FIN. FLR. +6'-8")
CEILING EXHAUST FAN (COORDINATE WITH MECHANICAL)
_ WALL SWITCH 8, LIGHTING CIRCUIT (CENTERLINE SWITCH AT FIN. FLR. +45")
D D = DIMMER SWITCH
3 = 3 -WAY SWITCH
ILLUMINATED EXIT SIGN WITH DIRECTIONAL ARROWS
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5/8" GYPSUM BOARD
(SEE FLOOR PLAN FOR
WALL ASSEMBLY TYPES)
SUSPENSION TEE
ANGLE MOLDING
�--5/8" GYPSUM BOARD (TYP.)
CONTROL JOINT EXPANSION JOINT
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� 4'-0" O.C.
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AT PERIMETER WALLS
10 SUSPENDED GYPSUM BD. CEILING
3"=1'-0"
0 2'
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12 GAUGE HANGER WIPE (TYP.)
SUSPENSION GRID BEYOND
BEAM END RETAINING CLIP (TYP.)
SUSPENSION GRID BEAM (TYP.)
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(SEE FLOOR PLAN FOR WALL
ASSEMBLY TYPES)
ANGLE MOLDING
SHADOW MOLDING
AT PERIMETER OJALLS
SUSPENSION GRID COMPONENTS
12 GAUGE HANGER
WIRES @ 4'-0" O.C.
COMPRESSION STRUT: 1"0 EMT
STEEL CONDUIT (MAX. 10' LONG)
12 GAUGE BRACE
WIRES @ 2'-0" O.C.
CROSS TEES @ 24" O.C.
MAIN BEAMS @ 4'-0" O.C.
MOVEMENT JOINT
SEISMIC CLIP AT CROSS TEES
NOTES:
I. INSTALL AND SUPPORT IN ACCORDANCE WITH CEILING SUSPENSION SYSTEM MANUFACTURER WRITTEN INSTRUCTION.
2. BRACING WIRES TO BE ATTACHED 4,1 MAXIMUM 450 ANGLE TO THE PLANE OF THE CEILING AND PARALLEL TO THE COMPONENTS AT THE BRACING POINT.
3. BRACE WIRES TO BE TAUT AND TIED BOTH ENDS WITH THREE TIGHT WRAPS.
4. PROVIDE ADDITIONAL HANGER WIRES WITHIN 8" OF PERIMETER.
5. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS.
6. HANGER AND BRACE WIRE CONNECTION TO STRUCTURE TO HAVE MIN. 100# CAPACITY,
HANGER WIRE (TYP.,
;ION GRID BEYOND
I'D RETAINING CLIP (TYP.)
'ION GRID BEAM (TYP.)
MOLDING
CROSS TEES @ 24" O.C.
MAIN BEAMS @ 4'-0" O.C.
6 SUSPENDED LAY -IN ACOUSTIC PANEL CEILING
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FYPE 'X'
:YPSUM BOARD
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ADJACENT SUBSTRATE
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7 TYPICAL GYPSUM BOARD JOINTS
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PLASTIC LAMINATE COVERED
WOOD WALL CAP
WRAP BOTTOM OVER
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FIN. FLR. +3'-6" AT RECEPT. 203
FIN. FLR. +4'-6" AT HALL 223
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76'-8"
A SECOND FLOOR POWER AND SIGNAL LAYOUT
1 /4"=1 ' —0"
0 7l 4' 6' 8' 10'
GENERAL NOTES
1. ELECTRICAL AND TELECOMMUNICATIONS WORK BY SEPARATE PERMIT. ALL WORK TO BE COMPLIANT WITH
CURRENT EDITION OF APPLICABLE ELECTRICAL AND ENERGY COMPLIANCE CODES.
2. ELECTRICAL RECEPTACLES IN KITCHEN AND BATHROOMS TO BE GROUND FAULT INTERRUPT (GFI) PER
NATIONAL ELECTRICAL CODE REQUIREMENTS.
POWER AND SIGNAL PLAN KEYNOTES
<01>
1 PHOTOCOPIER (N.I.C.).
<02>
2 WALL -MOUNT TELEVISION (N.I.C.).
<8>
3 AUTOCLAVE (N.I.C.).
<8>
4 UNDER -COUNTER REFRIGERATOR (N.I.C.).
<8>
5 COORDINATE OUTLET LOCATION WITH WALL MOUNT MEDICAL EQUIPMENT RACK (N.I.C.).
<8>
6 MEDICAL LASER (N.I.C.).
07 FAX MACHINE (N.I.C.).
08 2" DIAMETER CONDUIT FOR SVGA OR HDMI CABLE.
POWER & SIGNAL SYMBOLS
110 VOLT DUPLEX WALL RECEPTACLE (CENTER AT FIN. FLR. +18" U.N.O.)
GFI GFI = GROUND FAULT INTERRUPT
+99" CENTERLINE ABOVE FINISH FLOOR
110 VOLT QUAD WALL RECEPTACLE (CENTER AT FIN. FLR. +18" U.N.O.)
230 VOLT DUPLEX RECEPTACLE
4 SINGLE TELEPHONE OUTLET
DUPLEX TELEPHONE OUTLET
VT TELEVISION CABLE OUTLET
JQ JUNCTION BOX
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A FIRST FLOOR DEMOLITION PLAN
1/4"=l'-0"
_0
4' 6' 8' 10'
FIRST FLOOR DEMOLITION PLAN KEYNOTES
of REMOVE AND SAVE WATER HEATER FOR INSTALLATION AT NEW LOCATION.
02 REMOVE AND SAVE DOOR & FRAME ASSEMBLY FOR INSTALLATION AT NEW LCOATION.
03 REMOVE FLOOR COVERING AT STAIRS UP TO SECOND FLOOR LEVEL. PREPARE SUBSTRATE FOR NEW FLOORING.
04 REMOVE STAIR RISERS AND TREADS UP TO FIRST LANDING.
05 EXISTING HANDRAIL TO REMAIN.
FLOOR PLAN SYMBOLS
EXISTING STUD WALL TO REMAIN
w pffm mm m Ems,`. = 14 EXISTING STUD SHEAR WALL TO REMAIN
......... ... _.--- - ............................ EXISTING WALL TO BE REMOVED
w
f
X
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147
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NEW STUD WALL ASSEMBLY
DOOR & MARK
(SEE DOOR SCHEDULE SHEET A1.0)
KEYNOTE TARGET
WALL AND CEILING TYPE ASSEMBLY MARK
(SEE ASSEMBLIES SHEET AO.2)
COUNTERTOP HEIGHT ABOVE FINISH FLOOR
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FLOOR PLAN SYMBOA
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EXISTING WALL TO BE REMOVED
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REMOVE SINK. TEMPORARILY CAP WASTE & SUPPLY PIPES.
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03
REMOVE SUSPENDED ACOUSTIC PANEL CEILING ASSEMBLY.
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REMOVE AND SAVE FIRE EXTINGUISHER & CABINET FOR INSTALLATION AT NEW LOCATION.
0
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REMOVE FLOOR COVERING AT STAIRS DOWN TO FIRST FLOOR LEVEL. PREPARE SUBSTRATE FOR NEW FLOORING.
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EXISTING ELEVATOR.
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09
EXISTING DUCT SHAFT.
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REMOVE WALL MOUNT LIGHT FIXTURE AND JUNCTION BOX. PATCH WALL TO MATCH EXISTING ADJACENT SURFACECIL.
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EXISTING STUD SHEAR WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW STUD WALL ASSEMBLY
f DOOR & MARK
'D
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o �!
99 KEYNOTE TARGET
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(SEE ASSEMBLIES SHEET A0.2)
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