Plans (4)BUP2014-00061
ROOF
WEB STIFFENER,
FILLER BLOCK
ROOF RAFTER
SIMPSON 'H2BA
DETAIL
PARAPET STUD
LL SHEATHING
GE NAIL
/4' BLOCKING
IOd 612' o/c
EDGE NAIL
2x WALL STUD
(4) 5/a'0 M. BOLTS
_ 3116
It COLS HSS 4x4 COLUMN
'SCREEN' COLUMN
r.
cl; 6x6 TYP
.-4 COL
HSS 4x4 COL 'SCREEN' COLUMN
4
fe 5/a x 15 x I'-3' 53.1 ROOF SHEATHING
SIMPSON 'U6' 6x6 (TYP)
6
(TTP)
DBL NUT (TYP)
1/4' x 4'0 PLATE
WASHER FILLER BLOCK
RAFTER EACH SIDE
DETAIL
53 / I-=1.0.
I
z
EXTEND 2x6 STUD TO DBL TI
PLATES BELOW AS SPACING:
Lu SPACING
_ 'H' 4 3'-6' V-4' o/c
V-6' <'H' <6'-0' 2'-8' o/c
6'-0' <'H' BRACE
NOTCH SHEATHING
ABOUT 2x STUD
(3) 10d 4 SIMSPON 'A34'
TOP 4 BOTTOM
2 DETAIL
S3 3/4D=1'-0'
' S l DETAIL
53 I'=1'-0'
'OP Re, SEE ARCH'L DWGS
1/4 x 5 x 0'-10' W/
x 2' LAG SCREWS
i' o/c
4< POST,
4i PSL BEAM
HSS 4x4 'SCREEN' COL.
COORDINATE W/ ARCH'T.
ADJUST COL HEIGHT PER
ARCH'T.
NOTE: SAW CUT SAME DAY AS POUR - CARE IS TO
BE TAKEN IN TIMING THE SAW CUTTING OPERATION. IF
THE JOINT IS CUT TOO SOON THE CONCRETE WILL
UNRAVEL AND IF CUT TOO LATE THE SLAB WILL
ALREADY HAVE CRACKED.
KEY LOCK - PAINT W/ CURING
COMPOUND AS BOND BREAK BEFORE
KEY LOCK ADJACENT SLAB IS PLACED
''/a' SAW CUT - FILL
DO NOT RUN REINFORCING THROUGH �W/ JOINT SEALER
(2) JOINT (TYPICAL)
SUBGRADE PREPARATION TO
CONFORM TO GEOTECHNICAL
CONSTRUCTION JOINT REPORT REQUIREMENTS.
�2 T1T-FICAL S.O.C. DETAIL
1 (4) 5/a'0 A. BOLTS
(8' EMBED)
Fr11 P a/ 2
SAID CUT JOINT
6x BEAM /1__(2) s/a'0 M. BOLTS
SHAVE BEAM
DOWN TO 31/2' 6x POSTS
WIDTH AT POSTS
'b�(2) 5/e'0 M. BOLTS
PLAN
3'
2x8 LEDGER W/ (2) 410 x 4'
3,8'0 x 10' LAG SCREW --",.,_WOOD SCREWS EACH STUD
4x TRELLIS BEAM
SIMPSON 111UC46'�
�(2) V4, M. BOLTS
4x BEAM
i__� _ 6x POSTS
22 DETAIL
I
6x
SIMPSON
a' PREMOLDED
STRIP FLUSH W/
SURFACE
RETARDER - SEE ARCH'L DWGS.
FORMED JOINT
I'0 THREADED
DETAIL
05 VERTS 632' o/c
=
Q
0m
DWGS FOR ADD'L INFO.
}
w
SEE 53 FOR
B 1/4 x 4 x 0'-4'
l
j
(2) 04 HORIZ 6 TOP 4 MID
❑2 fP 1/4 x 3 x I'-0' W/ (2) 5/e'0 M. BOLTS TYP
EA. POST. 1/4' fEs TO BE
W/ PBL NUT
j
I
HIEGHT OF WALL
ADDITIONAL
11
INFORMATION
8' CMU WALL,
bx POST
MAX HT = 5'-0'
1-1 DETAIL
s3 l 1'=11_0D
2x WALL STUD
WALL SHEATHING
SIMPSON 'MT830'
6486 o/c
ROOF
EDGE NAIL
2x BLOCKING
11j4' LSL LEDGER W/
(4) lrod EACH STUD
3 DETAIL
S3J 11/2'=1'-0'
NAIL
SHEATHING
16d 68' o/c
' APA RATED SHEATHING
0 BRACE
i
�I MIN
BEAM
ROOF RAFTER
13j4' LVL BLOCKING
648' o'` %� DETAIL
S3 / ID=1,_mD
DBL STUDS,
SIMPSON 'F
\ S3 / I'=1'-0'
(2) 2x 6 CENTERS 'LTT205'
/2'0x4' LAG
SCREW
1/2'0x11' LAG
SCREW
I'0 STD PIPE BLOCKING,
TYPICAL
10
DETAIL
53 /
SHEATHING
4x STUD AT CANOPY
BRACE W/ SIMPSON
'A35' TOP 4 BOTTOM
/2'0 M. BOLT,
CENTER ON 4x STUD
1/2'0x6' LAG SCREW
/2'0x9' LAG SCREW
2x STUD WALL
WALL SHEATHING
P.T. 2x SILL W/ 24
5/s'0 x 10' A. BOLTS "4 x �48' o%
EDGE NAIL---___�'
S OG.
(2) 04 TOP-)
FINISH GRADE
/ 2x6 BLOCK OUT
04 632' o/c VERT
1• (CENTERED)
04 618' o% HORIZ
(2) 04 CONT
1' 6'
�IGL BM
Ell]
t 5 5, I t
SIDE Ve
(4) 5WO M. BOLTS
TYP
3�6 GL BM
fE i2 x8x0'-10'
3�6 HSS COLUMN
HSS COLUMN
DETAIL
S3 / I'=I'-0'
It DETAIL
S3 1'=1,_mD
2x STUD WALL
%4, x 10' A. BOLT W/
SIMPSON 'BPS' or SIM
WALL SHEATHING
NAIL
DETAIL
DETAIL
05 VERTS 632' o/c
TRASH ENCLOSURE
FOUNDATION: SEE ARCH'L
a 04 VERT EACH CORNER W/ 03 TIES 612' o/c - (2) "3' o/c TOP.
DWGS FOR ADD'L INFO.
(2) 04 HORIZ 6 TOP 4 MID
❑2 fP 1/4 x 3 x I'-0' W/ (2) 5/e'0 M. BOLTS TYP
EA. POST. 1/4' fEs TO BE
I
HIEGHT OF WALL
PARALLEL WITH GRID (A).
2' MAX
8' CMU WALL,
bx POST
MAX HT = 5'-0'
4 1/4' IE 2
FROM TOP OF S.O0s.
It 6x POST
COUNTERSINK /
05 DOWEL 6EACH VERT
_
PLUG AS REQUIRED.
TYP
3jI6
S.OG.
fE 1/2 x 14 x 1'-2' W/
P.T. BLOCK / fE
(2) 04 CONT
(4) 1/2'0 x 6' HEADED
STUDS 681/2' o/c EA. WAY
FINISH GRAPE
;,
•�'�
--!
ox
oQO °
11/2' CLR, TYP
_6„
2
1
/
z
I
COMPACTED BASE
z
F
PER GEOTECH
c0
(3) 04 EACH WAY
l.•
\
♦
V
•♦
04 CONT
m
r
EQ
I'-21/2'
EQ
VERIFY W/ ARCH'
EQ
8'
EQ
�g DETAIL
2m DETAIL
S3 '-0'
S3 6666'-�'Q
1
rIII 2x STUD WALL
It HSS COL
TRIM STUD EACH SIDE
63 l 1..1.
L�
VENEER,SEE
ARCH'L DWGS
2x STUD WALL
WALL SHEATHING
TRIM
EACH
Ibd 63
STAGGE
6.
M�
BEA. _,_ ...
6i'
G�NF
12,187
,/� "�✓ is. age �6
tiN F. NOf���`
EXPIRES: 12/31/14
NORDLING
STRUCTURAL
ENGINEERS, LLC
6775 Sw '. i 1 C.,. Suite 200 - B,a,,z ton OR. 97W8
503.92 L5901
ANDERSON
DABROWSKI
ARCHITECTS
P.T. 2x SILL "4 x 632' o/c 24 L L C
5/8 0 x 10 A. BOLTSS N
EDGE NAIL S.00s.
(2) 04 TOP
q� q� °
0NOo�o 0
e
Portland Office:
I 1430 SE 3rd Ave, Ste 200
Portland, OR 97214
04 612' o/c VERT T: (503) 239-7377
(CENTERED)
F:(503)239-7327
04 616' o/c HORIZ
I
3 www.ADarchitects.com
j =
,v ALL IDEAS,DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
-'�_•. �:,° AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE
OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS,
AND/OR ARRANGEMENTS WITHOUT THE WRITTEN
1 I PERMISSION OF ANDERSON DABROWSKI ARCHITECTS.
' LLC, IS PROHIBITED BY LAW.
RED ROCK CENTER
HEIGHT 'H' WIDTH' BUILDING B
'H' <4'-0' 2'-6' SW 72ND AVE AT SW DARTMOUTH ST
' 4'-0'<'H' 1'-0' 3'-6' TIGARD, OR
if
DRAIN / FREE
INISH GR4DE po ° o DRAINING CONSTRUCTION DOCUMENTS
Z BACK -FILL Revisions:
(3) 04 LONGIT Qj 25 March 2015
l04 618' o% FIELD ORDER "1
I-
0
in Date: 05.16.13
6
Scale: varies
04 x015' o% I
ImD
7r Project No.: 12-403 (AD 12109)
"4 CONT ;q
21 DETAIL
S3 1'=1•_0•
File Name: S3 Details
Drawn By: JHW
Checked By: JEN
Jurisdiction Approval:
Sheet Title:
DETAILS
Sheet No.: C
GENERAL NEW SITE PLAN NOTES
1. SURVEY INFORMATION REPRODUCED BY CIVIL ENGINEER.
2. CONTRACTOR TO VERIFY SITE BOUNDARY PRIOR TO START OF WORK.
3. SEPARATE SEWER CONNECTION PERMIT REQUIRED.
4. DISPOSE OF STORM WATER PER APPROVAL BY CITY OF TIGARD.
5. UTILITY DATA ON DRAWING IS SCHEMATIC AND SHALL BE VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL UTILITIES PROTECTION
SERVICE PRIOR TO CONSTRUCTION.
6. ALL DISCONNECTIONS MUST BE COORDINATED WITH THE OWNER AND UTILITY
CONCERNED. CONTRACTOR SHALL TERMINATE SERVICE ACCORDING TO UTILITY
COMPANY SPECIFICATIONS.
7. UTILITY SERVICE SHALL BE MAINTAINED AT ALL TIMES.
8. DAMAGED UTILITIES SHALL BE REPAIRED WITH NO ADDITIONAL COST TO OWNER AND
TO THE OWNER'S SATISFACTION.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SUBSURFACE
CONDITIONS PRIOR TO CONSTRUCTION.
10. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING
BASE INFORMATION SHOWN AND ACTUAL FIELD CONDITIONS.
1. PHASE IIIA - SITE PLAN
SCALE: 1/16"= V-0"
03.01.06
11. ALL DIMENSIONS ARE TAKEN TO FACE OF STUD/CONCRETE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
12. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
13. CONTRACTOR SHALL LAYOUT AND ADJUST AS REQUIRED FOR APPROVAL BY
ARCHITECT PRIOR TO CONSTRUCTION.
14. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
16. AT NEW CONCRETE, CONTRACTOR SHALL PROVIDE CONTROL JOINTS EVERY FOUR (4)
FEET AND EXPANSION JOINTS EVERY TWENTY (20) FEET IN BOTH DIRECTIONS UNLESS
OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR MORE INFORMATION.
17. CONTRACTOR SHALL BLEND NEW PAVEMENT TO EXISTING GRADES AT LOCATIONS
WHERE EXISTING PAVEMENT ABUTS NEW PAVEMENT. PONDING AT JOINTS WILL NOT
BE ACCEPTED.
18. WHERE PROPOSED GRADES MEET EXISTING GRADES, CONTRACTOR SHALL BLEND
GRADES TO PROVIDE A SMOOTH TRANSITION.
19. AT ALL PHASE III SITE WORK EDGES, SLOPE GRADE TO MEET EXISTING GRADE. SEE
CIVIL DRAWINGS FOR MORE INFORMATION.
SITE PLAN NOTES
01 PROVIDE AND INSTALL NEW CONCRETE SIDEWALKS. AT NEW CONCRETE,
CONTRACTOR SHALL PROVIDE CONTROL JOINTS EVERY FOUR (4) FEET AND
EXPANSION JOINTS EVERY TWENTY (20) FEET IN BOTH DIRECTIONS UNLESS
OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR MORE INFORMATION.
02 PROVIDE AND INSTALL NEW CONCRETE CURBS AS INDICATED. SEE CIVIL
DRAWINGS FOR MORE INFORMATION.
03 PROVIDE AND INSTALL NEW BRICK PAVERS AS INDICATED. BRICK PAVERS TO
BE MUTUAL MATERIALS, HOLLAND, RUSTIC BLEND, HERRINGBONE PATTERN.
OPROVIDE AND INSTALL CRUSHED GRAVEL PATH. SEE LANDSCAPE DETAILS FOR
MORE INFORMATION.
05 PROVIDE AND INSTALL IRREGULAR FLAGSTONE PAVERS AS INDICATED.
Ofi PROVIDE AND INSTALL WHEEL STOPS AT PARKING SPACES AT LOCATIONS
SHOWN. SEE DETAILS FOR MORE INFORMATION.
07 PROVIDE AND INSTALL PARKING LOT TRAFFIC ARROWS.
08 PROVIDE AND STALL ADA RAMP AT LOCATION SHOWN. SEE CIVIL DRAWINGS
FOR MORE INFORMATION.
09 PROVIDE AND INSTALL PAINTED HANDICAP SYMBOL AT LOCATION SHOWN. SEE
DETAILS FOR MORE INFORMATION.
10 PROVIDE AND INSTALL HANDICAP PARKING SIGN AT LOCATIONS SHOWN. SEE
DETAILS FOR MORE INFORMATION.
11 PROVIDE AND INSTALL CARPOOL/VANPOOL PARKING SIGN AND TEXT ON
PARKING SPOT AT LOCATION SHOWN. SEE DETAILS FOR MORE INFORMATION.
12 PROVIDE AND INSTALL BIKE RACKS AT LOCATIONS SHOWN. SEE DETAILS FOR
MORE INFORMATION.
13 PROVIDE AND INSTALL BENCH AT LOCATIONS SHOWN.
14 PROVIDE AND INSTALL ELECTRICAL METER SCREEN. SEE SITE DETAILS FOR
MORE INFORMATION.
15 PROVIDE AND INSTALL GAS METER SCREEN WITH ACCESS GATE. SEE SITE
DETAILS FOR MORE INFORMATION.
16 PROVIDE AND INSTALL NEW LIGHT POLES AS INDICATED ON PLAN. SEE DESIGN
BUILD ELECTRICAL DRAWINGS FOR MORE INFORMATION.
17 PROVIDE AND INSTALL TRANSFORMER ON CONCRETE PAD (PAD SIZE TO BE
DETERMINED). SEE DESIGN BUILD ELECTRICAL DRAWINGS FOR MORE
INFORMATION.
18 PROVIDE AND INSTALL LOCK N LOAD RETAINING WALLS AT LOCATIONS
S
INDICATED. ALL WALLS TO BE ENGINEERED BY VENDOR.
19 PROVIDE AND INSTALL GUARD RAILS AT LOCATIONS INDICATED. SEE DETAILS
FOR MORE INFORMATION.
19 PROVIDE AND INSTALL LANDSCAPE POTS AT LOCATIONS INDICATED. SEE
LANDSCAPE DRAWINGS FOR MORE INFORMATION.
2020 PROVIDE AND INSTALL KEYSTONE RETAINING WALLS AT LOCATIONS
0
INDICATED. ALL WALLS TO BE ENGINEERED BY VENDOR.
W
z
W
Q
0
ti
All
P4
w
E--111
z
w
U
U
C
04
Q
w
EMI
rr�
ECENED
MAR 2 6 2015
'ay OF TIGARD
tit nING DIVISION
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T:(503)239-7377
F: (503) 239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BY LAW,
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
O CONSTR CTION DOCUMENTS
Revisions: F 09.18.14
EMAIL 11.14.14
1 03.25.15
1
Date: 05.16.13
PARKING NOTES: PHASE III Scale: AS NOTED
Project No.: AD13108
BUILDING A- MEDICAL OFFICE 11,115 SQ. FT. @ 3.9/1,000x 100%...... 44
BUILDING B - MEDICAL OFFICE 8,212 SQ. FT. @ 3.9/1,000x 90% 29 File Name: 13108A2.1
TOTAL SPACES REQUIRED (PHASE III)...................................................73 Drawn By: MJW / KVR
TOTAL SPACES AVAILABLE (PHASE III) ................................................... 77
Checked By: JMA
TOTAL SPACES INCLUDED IN PHASE III CONSTRUCTION
TYPICAL SPACES........................................................................................ 61 Jurisdiction Approval:
COMPACTSPACES..................................................................................... 0
ADA PARKING SPACES.............................................................................. 11
VAN/CARPOOL PREFERENCE SPACES ................................................... 5
BICYCLE PARKING SPACES...................................................................... 10
City of Tigard
Bo e Plans
Cate
—7V50 VO
REVISION
OFFICE COPY
o «60/rte
Sheet Title:
PHASE III A SITE PLAN
Sheet No.: A2.1
2.1
GENERAL NEW FLOOR PLAN NOTES 05.12.06
1. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN
TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS, AND
MAJOR ELEMENTS OF STRUCTURAL SYSTEM. AS SUCH, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF
THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE
BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE
CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE
PROPER EXECUTION AND COMPLETION OF THE WORK.
2. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL VISIT THE
SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS. HE/SHE
SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL
CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT
OF ANY CONDITIONS REQUIRING MODIFICATION PRIOR TO
CONSTRUCTION.
3. THE CONTRACTOR SHALL COORDINATE ALL TRADES RELATED TO
HIS/HER WORK.
4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
APPLICABLE CODES, REGULATIONS, AND ORDINANCES.
5. ALL WORK SHALL BE PERFORMED WITH PROCEDURES SET FORTH
BY PRODUCT MANUFACTURER'S STANDARD SPECIFICATIONS OR
STANDARD PRACTICE PROCEDURES PUBLISHED BY TRADE
ASSOCIATIONS. WHEN SEPARATELY BOUND SPECIFICATIONS
ACCOMPANY THESE DRAWINGS, THEY SHALL BE CONSIDERED PART
OF THESE CONSTRUCTION DOCUMENTS.
6. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT
OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
7. ALL FIELD DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS ON
DRAWINGS.
8. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
DIMENSIONS ARE FROM FACE OF GYPSUM BOARD.
9. ANY DIMENSION NOT GIVEN ON PLANS SHALL BE AVAILABLE FROM
THE ARCHITECT.
10. LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL SCALE
DETAILS.
11. ANY DETAIL THAT APPLIES TO A PARTICULAR SITUATION SHALL
APPLY TO ALL SIMILAR SITUATIONS UNLESS OTHERWISE NOTED.
12. IF AN ITEM IS INDICATED ON THE DRAWINGS AS (NIC), IT IS "NOT IN
CONTRACT". SUBSEQUENT DRAWINGS AND SPECIFICATIONS WILL
BE SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND
BUILDING PERMITS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED BUILDING PERMITS.
14. "TYPICAL", AS USED IN THESE DOCUMENTS, SHALL MEAN THAT THE
CONDITION IS THE SAME THROUGHOUT, UNLESS OTHERWISE
NOTED.
15. ANY DAMAGE TO EXISTING MATERIALS AND/OR CONDITIONS THAT
ARE TO REMAIN OR BE REUSED SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO REPAIR OR REPLACE SUCH EXISTING
MATERIALS AND/OR CONDITIONS AT NO ADDITIONAL COST TO THE
OWNER.
16. ALL WALL MOUNTED ACCESSORIES / ITEMS TO BE REMOVED PRIOR
TO PAINTING WALLS. ITEMS INCLUDE, BUT ARE NOT LIMITED TO,
THE FOLLOWING: ELECTRICAL COVER PLATES, MIRRORS, COAT
HOOKS, ARTWORK, TOILET ROOM ACCESSORIES, ETC. RE -INSTALL
ITEMS AFTER PAINTING.
17. CONTRACTOR TO COORDINATE W/ OWNER AND/OR VENDOR WHEN
INSTALLING ITEMS SUPPLIED BY OTHERS THAN CONTRACTOR.
18. ALL WORK TO COMPLY WITH LATEST VERSION OF INTERNATIONAL
BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT AND ANY
APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS.
19. FIRE SAFE/SEAL ALL FLOOR/WALL PENETRATIONS TO MEET
APPLICABLE CODE REQUIREMENTS AS THEY RELATE TO FIRE RATED
WALLS.
20. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WHEN WALL
LAYOUT HAS BEEN CHALKED OUT FOR REVIEW. ARCHITECT'S
REVIEW OF LAYOUT DOES NOT RELIEVE THE CONTRACTOR FROM
INCORRECT LAYOUTS BUT IS SIMPLY A GENERAL OVERALL
CURSORY REVIEW.
21. THE STRUCTURAL SPECIFICATIONS ARE SUPPLEMENTARY TO THE
ARCHITECTURAL DRAWINGS AND IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO CHECK THE ARCHITECTURAL DRAWINGS
BEFORE FABRICATION AND/OR INSTALLATION OF THE WORK.
22. CONTRACTOR TO PROVIDE SHORING, BRACING, SUPPORTS, AND
PROTECTION AS REQUIRED TO MAINTAIN THE STRUCTURAL
INTEGRITY OF THE PROJECT AND PROTECT EXISTING WORK FROM
DAMAGE.
NEW FLOOR AND ROOF PLAN NOTES
PRODUCT BASIS OF DESIGN
FOUNDATION:
UNDER SLAB VAPOR BARRIER: 15 MIL STEGO WRAP VAPOR
BARRIER WITH TAPED SEAMS
RIGID INSULATION: 2" POLYSTYRENE RIGID INSULATION -
EXTEND 2' BELOW SLAB
WALLS
BATT INSULATION:
AND INSTALL EXTERIOR DOORS, HARDWARE ANDO
WATER-RESISTANT BARRIER:
PROVIDE AND INSTALL WOOD TRELLIS AT LOCATIONS SHOWN.
OPROVIDE
01
FRAMES AS SHOWN. SEE DOOR SCHEDULE FOR MORE
11
SEE DETAILS FOR MORE INFORMATION.
ROOF:
INFORMATION. NOTE NOT SHOWN.
RIGID INSULATION:
2 LAYERS OF 2 1/2" POLY -ISO RIGID
INSULATION WITH STAGGERED
PROVIDE AND INSTALL CANVAS AWNINGS AT LOCATIONS
02
PROVIDE AND INSTALL ALL STOREFRONT AS INDICATED. SEE
WINDOW AND DOOR SCHEDULES FOR MORE INFORMATION.
12
INDICATED. SEE DETAILS FOR MORE INFORMATION.
NOTE NOT SHOWN.
13
PROVIDE AND INSTALL NEW SWITCHES AS INDICATED ON PLAN.
\
SEE REFLECTED CEILING PLAN SHEETS FOR WIRING
4
PROVIDE AND INSTALL HOSE BIBS AT LOCATION SHOWN. SEE
SCHEMATICS. WHERE RECEPTACLE HEIGHTS ARE NOT SHOWN
03
PLUMBING DESIGN BUILD DRAWINGS FOR MORE INFORMATION.
ARE TO BE INSTALLED AT 48" A.F.F. NOTE NOT SHOWN.
AND INSTALL WATERPROOF GFI EXTERIOR GRADEPROVIDE
AND INSTALL ELECTRICAL METER SCREEN. SEE SITE
OPROVIDE
04
OUTLET AT LOCATIONS SHOWN. MOUNT AT APPROX. 18" A.F.F.
14
DETAILS FOR MORE INFORMATION.
TO CENTERLINE OF OUTLET (WITHIN BLOCK MODULE) UNLESS
OTHERWISE SPECIFIED.
15
PROVIDE AND INSTALL GAS METER SCREEN WITH ACCESS GATE.
SEE SITE DETAILS FOR MORE INFORMATION.
PROVIDE AND INSTALL STREET ADDRESS IN 8" HIGH X 3/4" THICK
05
CAST ALUMINUM DIMENSIONAL LETTERS WITH FASTENED WITH
LINE INDICATES SCHEMATIC PLACEMENT OF HVAC EQUIPMENT.
1/4" CONCEALED STANDOFF. SEE ELEVATIONS FOR LOCATION.
16
EXACT PLACEMENT AND SIZE OF UNIT TO BE DETERMINED BY
NOTE NOT SHOWN.
DESIGN BUILD MECHANICAL CONTRACTOR. COORDINATE WITH
STRUCTURAL ENGINEER.
O6
PROVIDE AND INSTALL TEMPORARY WALL MOUNTED FIRE
EXTINGUISHERS AT LOCATIONS NOTED.17
SHADED AREAS INDICATE PRELIMINARY EXTENT OF TRAFFIC PAD
AT ROOF AREA. EXACT HVAC QUANTITY AND PLACEMENT MAY
PROVIDE AND INSTALL A FIRE DEPARTMENT APPROVED "KNOX
REVISE ACTUAL TRAFFIC PAD CONFIGURATION.
07
BOX" LOCK -BOX TYPE DEVICE FOR EMERGENCY ACCESS.
LOCATION ON PLAN IS SUGGESTED, FINAL LOCATION TO BE
18
O
PROVIDE AND INSTALL SINGLE PLY ROOF MEMBRANE OVER
DETERMINED BY FIRE MARSHALL. SUBMIT TO OWNER/
RIGID INSULATION. INSTALL TO MEET MANUFACTURERS
ARCHITECT APPROPRIATE CUT -SHEET SPECIFICATION FOR
REQUIREMENTS. SEE DETAILS FOR MORE INFORMATION.
REVIEW AND APPROVAL PRIOR TO ORDERING. DEVICE SHOULD
BE MOUNTED WITH RECESSED PROFILE ON THE BRICK FACADE
CRICKET AS NECESSARY TO PROVIDE A MINIMUM OF 1/4" PER
AT 54" A.F.F. TO CENTERLINE OF UNIT.
t 9
O
FOOT SLOPE TO ROOF DRAINS. NOTE NOT SHOWN.
AND INSTALL VAPOR BARRIER BELOW SLAB ON GRADE.
PROVIDE AND INSTALL NEW ROOF DRAINS AT LOCATIONS
OPROVIDE
08
SEE DETAILS FOR MORE INFORMATION. NOTE NOT SHOWN.
20
O
SHOWN. COORDINATE WITH CIVIL DRAWINGS AND DESIGN BUILD
PLUMBING DRAWINGS. SEE DETAILS FOR MORE INFORMATION.
PROVIDE AND INSTALL PERIMETER FOOTING DRAINS. SEE CIVIL
SEE ELEVATIONS FOR OVERFLOW DRAIN DISCHARGE LOCATION.
09
DRAWINGS FOR MORE INFORMATION. NOTE NOT SHOWN.
PROVIDE AND INSTALL SEWER LATERAL. COORDINATE WITH
21
PROVIDE AND INSTALL ACCESS DOOR IN PARAPET WALL.
10
SCIVIL
DRAWINGS. CONTRACTOR SHALL NOT POUR CONCRETE
FLOOR WITHIN 4' OF EITHER SIDE OF SEWER LATERAL.
PROVIDE AND INSTALL WATERPROOF GFI EXTERIOR GRADE
22
OUTLET AT LOCATIONS SHOWN. MOUNT AT APPROX. 18" ABOVE
TOP OF DECK TO CENTERLINE OF OUTLET. IF PARAPET HEIGHT
DOES NOT ALLOW FOR 18" ABOVE TOP OF DECK MOUNT AS HIGH
AS POSSIBLE; IN NO CASE SHALL THE BOTTOM OF THE OUTLET
AND THE TOP OF THE FINISHED ROOF BE LESS THAN 6".
PRODUCT BASIS OF DESIGN
FOUNDATION:
UNDER SLAB VAPOR BARRIER: 15 MIL STEGO WRAP VAPOR
BARRIER WITH TAPED SEAMS
RIGID INSULATION: 2" POLYSTYRENE RIGID INSULATION -
EXTEND 2' BELOW SLAB
WALLS
BATT INSULATION:
5 1/2" BATT INSULATION (R-21)
WATER-RESISTANT BARRIER:
1 LAYER FORTIFIBER JUMBO TEX
Project No.:
BUILDING PAPER
DRAINAGE MAT:
MTI SURECAVITY
ROOF:
MJW / KVR
RIGID INSULATION:
2 LAYERS OF 2 1/2" POLY -ISO RIGID
INSULATION WITH STAGGERED
STEAMS (R-30)
SINGLE PLY ROOF MEMBRANE:
60 MIL VERSICO TPO
1 2
+18'-10" TIO.P.
WP GF�2
\ +15'-6" T.O.D.
F \
I \
I \
I \ 18
\ TYP.
I \
I \
\
I \
I \
I \
I \
I \\
I
+14'-5" T.O.D. /
/ 5
/ 6.1
+18'-10" T.O.P. /
+15'-6" T.O.D. /
L
1. ROOF PLAN
SCALE: 1/8"= T-0"
+15'-6" T.O.D.
+151-6"T
III
/ 21
+22'-0" T.O.P.
+15'-6" T.O.D.
1 WP GFI
L_ J II I I I
L ___J L_____J
+18'-10"T I O.P.
5Hn L L LI HHI_I I_I I I_I U L L
r9i F1 1I I1-1nflnnF1 X11 II III �HF1*11r
1111 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
II II II II II II II II II II II II II II II II II II II II II II
II II II II II II II II II II II 11:L II II II II II 11 II II II
+22'-0" T.O.P.
+15'-5" T.O.D. 1 +15'-5" T.O.D.
16
17
I
I I
+15'-6" T.O.D.
+15'-5" T.O.D. I 1 +15'-5" T.O.D.
_ 2r-o� T.O.P.
+22'-0" T.O.P.
+17'-0" T.O.P.
22 WP GFI /
+15'-6" T.O� [S
18 /
TYP. /
/
/ FINISH FLOOR
/ ELEVATION 229.25'
/
+14'-5" T.O.D. +15'-6" T.O.D. -
1 \ +15'-5" T.O.D.
\ +15'-5" T.O.D.
\ \+15'-6"T.0 D
\
'-6 T.O.D.
112 " \
+15'-6" T.O.D. +15' 6" T.O.D. \
r
+15
P GFI 22 +15'-6 1/2" T.O.D. \
+17'-i" T.O.P. L J ` +18'-10" T.O.P.
+17'-0" T.O.P.
1V 1
■L""!
OF
+1T-0" T.O.P.
+18'-10" T.O.P.
2. FLOOR PLAN
SCALE: 11/8"=11'-O"
Eer
ANDERSON
DABROWSKI
ARCHITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T:(503) 239-7377
F:(503)239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BYLAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
CONSTRR CTION DOCUMENTS
Revisions: /103.25.15
Date:
05.16.13
Scale:
AS NOTED
Project No.:
AD13108
File Name:
13108A3.0
Drawn By:
MJW / KVR
Checked By:
JMA
M
H
\
4
NILL
\
\
21
+15'-5" T.O.D. I 1 +15'-5" T.O.D.
_ 2r-o� T.O.P.
+22'-0" T.O.P.
+17'-0" T.O.P.
22 WP GFI /
+15'-6" T.O� [S
18 /
TYP. /
/
/ FINISH FLOOR
/ ELEVATION 229.25'
/
+14'-5" T.O.D. +15'-6" T.O.D. -
1 \ +15'-5" T.O.D.
\ +15'-5" T.O.D.
\ \+15'-6"T.0 D
\
'-6 T.O.D.
112 " \
+15'-6" T.O.D. +15' 6" T.O.D. \
r
+15
P GFI 22 +15'-6 1/2" T.O.D. \
+17'-i" T.O.P. L J ` +18'-10" T.O.P.
+17'-0" T.O.P.
1V 1
■L""!
OF
+1T-0" T.O.P.
+18'-10" T.O.P.
2. FLOOR PLAN
SCALE: 11/8"=11'-O"
Eer
ANDERSON
DABROWSKI
ARCHITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T:(503) 239-7377
F:(503)239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BYLAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
CONSTRR CTION DOCUMENTS
Revisions: /103.25.15
Date:
05.16.13
Scale:
AS NOTED
Project No.:
AD13108
File Name:
13108A3.0
Drawn By:
MJW / KVR
Checked By:
JMA
Jurisdiction Approval:
Sheet Title:
FLOOR PLAN
Sheet No.: A3.0
3"O
1. EAST ELEVATION
SCALE: 1/8" = V-0"
3. WEST ELEVATION
SCALE: 1/8" = V-0"
A
2. NORTH ELEVATION
SCALE: 1/8" = V-0"
4. SOUTH ELEVATION
SCALE: 1/8" = T-0"
EXTERIOR FINISH SCHEDULE
STONE VENEER:
MANUF: OWENS CORNING
COLOR: VINTAGE WINE EASY FIT SAVANNAH
FIBER CEMENT LAP SIDING AND TRIM:
MANUF: JAMES HARDIE
STYLE: 6" HARD IEPLANK LAP SIDING
COLOR: IRON GRAY
®
CANVAS AWNING:
MANUF: SUNBRELLA
COLOR: SLATE
STUCCO AND STUCCO MOULDING:
MILLER PAINT: 8284D FALLING LEAF
❑2 MILLER PAINT: 7292W FREESTONE
❑3 MILLER PAINT: 8165D ANTIQUE PINE
ARCHITECTURAL WAINSCOT SILL:
MANUF: ELDORADO STONE:
STYLE: CHISELED EDGE WAINSCOT SILL STONE
COLOR: TAUPE
WOOD TRELLIS:
MILLER PAINT: 8536N BLACKMAR
ALL FLASHING:
DARK BRONZE ANODIZED
NOTES:
1. SEE WINDOW SCHEDULE FOR MORE INFORMATION ON PROFILES OF CORNICES.
2. ALL FIBER CEMENT LAP SIDING SHALL BE BLIND NAILED.
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T:(503) 239-7377
F: R03) 239-7327
www.ADarchiteGts.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABRDWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BY LAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
CONSTR�CTION DOCUMENTS
Revisions: /103.25.15
Date:
05.16.13
Scale:
AS NOTED
Project No.:
AD13108
File Name:
13108A4.0
Drawn By:
MJW / KVR
Checked By:
JMA
Jurisdiction Approval:
Sheet Title:
ELEVATIONS
Sheet No.: A4.0
4.O
a
GENERAL WINDOW SCHEDULE
NOTES P4
W
1. ALL WINDOW DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION.
2. WINDOW MANUFACTURER / SUPPLIER TO PROVIDE ALL REQUIRED 9'-3" 11'-3"
ANCHORING OF WINDOW SYSTEM TO BUILDING STRUCTURE. MINIMUM 2'-0" 3'-1" 2'-0" 17-71112" 4'-0" 2'-7 1/2" 3'-7 1/2" 4'-0"
REQUIREMENTS
A. BASIC WIND SPEED: 100 MPH
B. IMPORTANCE FACTOR: 1 9'-8"
C EXPOSURE CATEGORY: B 5'-6^ r 1
1'-10" 3'-0" 3'-0" 1'-10" D no m
3. WINDOW MANUFACTURE TO PROVIDE STRUCTURAL DETAILS / CALCULATION (2 EQ.) ieN Q Q, QB N B (V B
FOR STOREFRONT GLAZING SYSTEM TO ARCHITECT, BUILDING STRUCTURAL
ENGINEER AND LOCAL BUILDING OFFICIAL FOR COORDINATION PURPOSES. .� X ;k i 1 11 / \
4. ALL STOREFRONT FRAMES SHOWN ARE 2" WIDE UNLESS NOTED OTHERWISE. 0 0 0:T o o N U
5. ALL WINDOW ASSEMBLIES ARE NON RATED (UNLESS OTHERWISE NOTED) A A A A A A A A A
N d d N A DA T
6. FRAME COLOR OF STOREFRONT TO BE DARK BRONZE ANODIZED (UNLESS
OTHERWISE NOTED). CONTRACTOR TO SUBMIT GLAZING AND FRAME
SAMPLES TO ARCHITECT FOR APPROVAL. N N o o iv Q Q Q
A TEATv
7. ALL WINDOW SYSTEMS TO BE THERMALLY BROKEN. �T T
F.F. L F.F. F.F.
6. STOREFRONT DOORS TO BE WIDE STILE: 5 INCH NOMINAL WIDTH AND FOR
ACCESSIBLE DOORS SMOOTH SURFACED FOR WIDTH OF DOOR IN AREA
WITHIN 10 INCHES FROM THE FLOOR OR GROUND PLANE.
�� STOREFRONT �\ STOREFRONT �\ STOREFRONT /-\ STOREFRONT �\ STOREFRONT
9. ALL WINDOW SYSTEMS TO MEET THE FOLLOWING: n o � n
A. THERMAL TRANSMITTANCE: NFRC 100 MAXIMUM WHOLE WINDOW \ ~ SCALE: 1/4"= 1'-0" SCALE: 1/4" = V-0" V SCALE: 1/4" = 1'-0" U SCALE: 1/4"= V-0" C SCALE: 1/4"= V-0"
U -FACTOR OF 0.32 BTU/SF x H x DEG F.
B. SOLAR HEAT GAIN COEFFICIENT (SHGC): NFRC 200 MAXIMUM
WHOLE WINDOW SHGC OF 0.40.
A,4 Ott
WINDOW LEGEND 9'-8" 9,_6. 1
5,_6.
1'-10" 3'-0" 3'-0" 1'-10" 1'-10" 3'-0" Ck 3'-0" 1'-10"
Q
TYPE I GLASS: (TYPICAL UNLESS NOTED OTHERWISE) (2 EO) 1
EXTERIOR LITE: 1/4" PPG ATLANTICA GLASS i
INTERIOR LITE: 1/4" PPG SOLARBAN 60 ON CLEAR LOW -E #3 7,-8" 11'-4"
1/2" AIR FILL 9 .J ! d r° O
N 2 -4" 3 -0" 2 -4" N A T QA T QA T A T 2 4" 3 4" 3 4" 2 4" i
0 TYPE II GLASS:
B
EXTERIOR LITE: 1/4" PPG ATLANTICA GLASS d < k
INTERIOR LITE: 1/4" PPG SOLARBAN 60 ON CLEAR LOW -E #3 ! / \ A
WITH DARK GRAY FRIT #4
1/2"AIR FILL o 0
TYPEEXTER OR LITE: 1/4" PPG CLEAR GLASS k { n A T AT
Q
Q T / A T
INTERIOR LITE: 1/4" PPG SOLARBAN 60 ON CLEAR LOW -E#3 \ /
1/2" AIR FILL o iv 040.4\ Q Q
ih QA T �A T �T A T \A T A T A T A T
F.F. g( F.F. k A T F.F. F.F. ¢ d F.F.
T TEMPERED GLASS
STOREFRONT STOREFRONT STOREFRONT STOREFRONT STOREFRONT ANDERSON
SCALE: 1/4"= T-0" V SCALE: 1/4" = 1'-0" H SCALE: 1/4" = 1'-0" I SCALE: 1/4"= V-0" SCALE: 1/4"= T-0" DABROWSKI
ARCHITECTS
LLC
171°
2'-2" 2'-2"
■
W M. RA11
1 1
9,_8"
Portland Office:
2 EQ. E
1'-10" 3'-0" 3'-0" 1' -to" 1430 SE 3rd Ave, Ste 200
Portland, Portland, OR 97214
k �\ \ �` T: 503 239-7377
F: 503 239-7327
fV
p DA T AT NM A T,/A T T www.ADarchitects.com
F.F. . �' F.F.
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
STOREFRONT STOREFRONT STOREFRONT SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
�t A OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
K SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1'-0" ' Vt SCALE: 1/4"= T-0" PROHIBITED BY LAW.
NOTE: ALL DIMENSIONS SHOWN FOR
RED ROCK CENTER
ARCHITECTURAL MOLDINGS
REPRESENTS SIZE AFTER BUILDING B
APPLICATION OF FINAL STUCCO COAT. SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
5 1/2" 3" 2" 1" B" 6" 2" 1/2"
3" 1-
17'-2* 13'-6" 13'-8" 15'-0" CONSTR CTION DOCUMENTS
N Revisions: TBD
fV
00
" (D 14)
(O
3"
1l2"
io
3" 1"1 1/2" N 4"
Date: 05.16.13
co
Scale: AS NOTED
2"4"
Project No.: AD13108
File Name: 13108A4.1
2" 1/2L3 1/2"
Drawn By: MJW / KVR
Checked By: JMA
CORNICE
/" \
BAND
U
BAND
VSCALE:
CORNICE
L /SCALE:
CORNICE
BAND
t
WINDOW HEAD
BAND Jurisdiction Approval:
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
1 1/2" =1'-0"
1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"V
SCALE: 1 1/2" =1'-
SCALE: 1 1/2" = 1'-0"
Sheet Title:
WINDOW DETAILS
Sheet No.: A4.1
^"1
ARCHITECTURAL
MOLDING
FIBER CEMENT LAP
SIDING
STUCCO FINISH SYSTEM
1. PARAPET SECTION
SCALE:
ARCHITECTURAL
MOLDING
ARCHITECTURAL
MOLDING
BATT INSULATION
2X WOOD FRAMING, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
STUCCO FINISH SYSTEM
FOUNDATION, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
FOUNDATION DRAIN, SEE
CIVIL DRAWINGS FOR
MORE INFORMATION
7. WALL SECTION
SCALE: 1/2"= V-0"
ARCHITECTURAL
MOLDING
FIBER CEMENT LAP
SIDING
STUCCO FINISH SYSTEM
2. PARAPET SECTION
SCALE: 1/2"= T-13"
ARCHITECTURAL
MOLDING
STUCCO FINISH SYSTEM
ARCHITECTURAL
MOLDING
BATT INSULATION
2X WOOD FRAMING, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
STONE VENEER SIDING
FOUNDATION, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
FOUNDATION DRAIN, SEE
CIVIL DRAWINGS FOR
MORE INFORMATION
8. WALL SI
SCALE: 1/2"= V-0"
ii 22'_0"
ARCHITECTURAL
MOLDING
STUCCO FINISH SYSTEM
ARCHITECTURAL
MOLDING
BATT INSULATION
2X WOOD FRAMING, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
STONE VENEER SIDING
ARCHITECTURAL
MOLDING
FIXED WINDOW, SEE
WINDOW SCHEDULE FOR
MORE INFORMATION
FIBER CEMENT LAP
SIDING
FOUNDATION, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
FOUNDATION DRAIN, SEE
CIVIL DRAWINGS FOR
MORE INFORMATION
T.O.P.
I
3
6.1
SIM.
3. WALL SECTI
SCALE: 1/2"= 1'-0"
22'_0"
— —
Scale:
IIMORE
Project No.:
STUCCO FINISH SYSTEM
i1 I
13108A6.0
I
6.1
Checked By:
MOLDING
ARCHITECTURAL
••• - m
m
STRUCTURAL DRAWINGS
�1
FOR MORE INFORMATION
11111H11111n111111111I
•r i..^ �L •Ys
•Y :� =K"s` ti�
�•11
2X WOOD FRAMING, SEE
fy-!�I
♦ I�f
STRUCTURAL DRAWINGS
•� a
1 1
FOR MORE INFORMATION
MOLDING
STUCCO FINISH SYSTEM
WINDOW SCHEDULE FOR
3. WALL SECTI
SCALE: 1/2"= 1'-0"
22'_0"
— —
Scale:
T.O.P.
Project No.:
STUCCO FINISH SYSTEM
i1 I
13108A6.0
I
6.1
Checked By:
MOLDING
ARCHITECTURAL
••• - m
MOLDING
STRUCTURAL DRAWINGS
—
BATT INSULATION
FOR MORE INFORMATION
11111H11111n111111111I
•r i..^ �L •Ys
•Y :� =K"s` ti�
�•11
2X WOOD FRAMING, SEE
fy-!�I
♦ I�f
STRUCTURAL DRAWINGS
•� a
FOR MORE INFORMATION
MOLDING
STUCCO FINISH SYSTEM
WINDOW SCHEDULE FOR
3• R 2X WOOD LEDGER —
4x8 WOOD TRELLIS @ V-2" O.C.
10'-0" 6x12 WOOD BEAM -
NOTCHED TO 3 1/2" WIDE
AT COLUMNS
2x6 WOOD RAIL
N/.', N/,\ 1/'\ IBX 1/'\ 1/'N..
. WALL SECTI
SCALE: 1/2' =1'-0"
,8T.O.P'-10"
••• ••
Scale:
pno •
Project No.:
STUCCO FINISH SYSTEM
3
13108A6.0
ARCHITECTURAL
A6.1
Checked By:
MOLDING
SIM. —
••• - m
ARCHITECTURAL
STRUCTURAL DRAWINGS
MOLDING 9 I
6.1
FOR MORE INFORMATION
11111H11111n111111111I
•r i..^ �L •Ys
•Y :� =K"s` ti�
�•11
IIIIl1111111111111111111111n111•tea w r .71
-�• a^v 2'Q`lvTzL d-�•T t'�!T�sr�cr.,s, R._,. �;
�T �F t +•.Y r +••T -S�'• v �_!L �!�-y!..vA�L
fy-!�I
♦ I�f
Y .
•� a
N/.', N/,\ 1/'\ IBX 1/'\ 1/'N..
. WALL SECTI
SCALE: 1/2' =1'-0"
,8T.O.P'-10"
05.16.13
Scale:
MOLDING
Project No.:
STUCCO FINISH SYSTEM
3
13108A6.0
ARCHITECTURAL
A6.1
Checked By:
MOLDING
SIM. —
BATT INSULATION
ARCHITECTURAL
STRUCTURAL DRAWINGS
MOLDING 9 I
6.1
FOR MORE INFORMATION
I
STONE VENEER SIDING
STUCCO FINISH SYSTEM
_ I
ARCHITECTURAL r
MOLDING 10
s.1 I I
BATT INSULATION _ J
2X WOOD FRAMING, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
FIBER CEMENT LAP
SIDING _____
61 I
6.1
I I
WOOD TRELLIS
Y_9. I
12
STOREFRONT DOOR AND
WINDOW ASSEMBLY
17'-0"
T.O.P.
ARCHITECTURAL
05.16.13
Scale:
MOLDING
Project No.:
STUCCO FINISH SYSTEM
File Name:
13108A6.0
ARCHITECTURAL
MJW / KVR
Checked By:
MOLDING
10
6.1
BATT INSULATION
2X WOOD FRAMING, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
STONE VENEER SIDING
13
6.1
ARCHITECTURAL
MOLDING
FIXED WINDOW, SEE
WINDOW SCHEDULE FOR
MORE INFORMATION
FIBER CEMENT LAP
X14
6.1
SILL I —
SIDING
0'-0"
FIN. FLR.
4. WALL SECTION
SCALE: 1/2" = V-0"
- FOUNDATION, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
- FOUNDATION DRAIN, SEE
CIVIL DRAWINGS FOR
MORE INFORMATION
Itif�f�f01f�MOWNON 1�if1
W�fyf4#4Qt.
ARCHITECTURAL
MOLDING
WOOD TRELLIS
BATT INSULATION
2X WOOD FRAMING, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
STUCCO FINISH SYSTEM
STONE VENEER LEDGER
10. WA
5. WALL SECTI
SCALE: 1/2"= V-0"
18'-10." — —
T.O.PI f
3 I I
A6.1
SIM —
ARCHITECTURAL
MOLDING
STUCCO FINISH SYSTEM
ARCHITECTURAL
MOLDING 10
6.1 I
BATT INSULATION
2X WOOD FRAMING, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
STONE VENEER SIDING
r-------
61
6.1 I
I
WOOD TRELLIS
2,_9.
11 I
6.1 —
STOREFRONT DOOR AND
WINDOW ASSEMBLY
FOUNDATION, SEE
STRUCTURAL DRAWINGS
FOR MORE INFORMATION
FOUNDATION DRAIN, SEE
CIVIL DRAWINGS FOR
MORE INFORMATION
II
J
6. WALL SECTIO
SCALE: 1/2" =1'-0"
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T: 503 239-7377
F: 503 239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BYLAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
CONSTRR�CTION DOCUMENTS
Revisions: Z. 03.25.15
Date:
05.16.13
Scale:
AS NOTED
Project No.:
AD13108
File Name:
13108A6.0
Drawn By:
MJW / KVR
Checked By:
JMA
Jurisdiction Approval:
Sheet Title:
WALL SECTIONS
Sheet No.: A6.0
DOOR SCHEDULE
HARDWARE SCHEDULE
HW -1
101,103
Q
ITEM
DOORS
FINISH
FRAMES
1 EA
CONTINUOUS HINGE
112HD
SIZE
DESCRIPTION
1 EA
DES RIP
DETAILS
628
ADA
2 EA
MORTISE CYLINDER
20-013
626
SCH
1 EA
TRIM STRIKE
4000
628
ADA
1 EA
SIGN
774 OSSC COMPLIANT - SEE NOTE BELOW
603
TRI
1 EA
PULUPUSHBAR
9190 -2 -NO
630
IVE
1 EA
SURFACE CLOSER
SC71 SS/HO
689
FAL
1 EA
DRIP CAP
p
CL
NGP
1 EA
DOOR SWEEP
C627A
CL
NGP
1 EA
THRESHOLD
1896S MS/LA
EL1
Z)
NGP
1 EA
J
J
AL
NGP
1 EA
WEATHER STRIPPING
I BY DOOR/FRAME MANUFACTURER
3
J
of
W
_O
Lu
~ W
W
W
Z
N
}d
f-
C7
❑
C6 W
0('0
W W,
co
0p�
O
Z
on
W
z
Lu
m
ofF-
O J
Lu
D_' N
�
LU
ILL
W W
mN
O
O
Z
C7
Z
Q
Op
Q
Q
Z)
W
a J
=
2
Yz
J
p
O
U1
J
p
U
OJ
WW
0
Q_
Lu_
--I
Luz
of z
0
O
U
E
O
�_
J
J
O
70
z
D_O
w
Lu
¢
Z
OH
W
(A
Q
O
Co
J F
¢ rn
Q
D_
QZ
p¢
Lu
to
Z
K
K
Q
2
pF
to
O V)
2
F-
d
2
J
W
LL LL
2
LL
W
DR. NO.
W
H
T
S
P
MAT
MAT
MAT
FIN
FIN
TYPE
L
E
N
R
FR
HW
MAT
FIN
EG
DP
COMMENTS
101
3'-0"
7'-0"
2"
•
•
•
A
•
NA
HW -1
ALUM
ANO.
NEW DOOR W/ ADA COMPLIANT HARDWARE.
102
6'-0"
7'-0"
2"
•
•
•
B
•
NA
HW -2
ALUM
ANO.
NEW DOOR W/ ADA COMPLIANT HARDWARE.
103
3'-0"
7'-0"
2"
•
•
•
A
•
NA
HW -1
ALUM
ANO.
NEW DOOR W/ ADA COMPLIANT HARDWARE.
HARDWARE SCHEDULE
HW -1
101,103
Q
ITEM
DESCRIPTION
FINISH
MANUF
1 EA
CONTINUOUS HINGE
112HD
628
IVE
1 EA
DEADLOCK
MS1850S 1-1/2" BS
628
ADA
2 EA
MORTISE CYLINDER
20-013
626
SCH
1 EA
TRIM STRIKE
4000
628
ADA
1 EA
SIGN
774 OSSC COMPLIANT - SEE NOTE BELOW
603
TRI
1 EA
PULUPUSHBAR
9190 -2 -NO
630
IVE
1 EA
SURFACE CLOSER
SC71 SS/HO
689
FAL
1 EA
DRIP CAP
16A OMIT IF PROTECTED FROM WEATHER
CL
NGP
1 EA
DOOR SWEEP
C627A
CL
NGP
1 EA
THRESHOLD
1896S MS/LA
1 AL
NGP
1 EA
I WEATHER STRIPPING
I BY DOORFRAME MANUFACTURER
AL
NGP
NOTE: SIGNAGE TO STATE: "THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED".
1
HW -2
102
NOTE: SIGNAGE TO STATE: "THESE DOORS TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED".
DOOR TYPES
O
STANDARD
STANDARD
STOREFRONT
DOUBLE DOOR
DOOR SCHEDULE GENERAL NOTES
1. PROVIDE HINGES, GASKETING, SILENCERS, DOOR STOPS, ETC. AS REQUIRED AT ALL DOOR LOCATIONS.
REFER TO DOOR SCHEDULE FOR FIRE RATING AND ASSEMBLY REQUIRED.
2. HARDWARE FINISH: MATCH DEVELOPMENT STANDARD SATIN CHROME FINISH UNLESS OTHERWISE NOTED.
3. ALL DOORS W/ LOCKS WITHIN SCOPE TO BE KEYED / RE -KEYED BY OWNER.
4. PROVIDE WALL STOPS AT ALL DOORS WITHIN SCOPE OF WORK.
5. CONTRACTOR TO PROVIDE CUT SHEETS TO ARCHITECT FOR REVIEW AND APPROVAL ON ALL SPECIFIED
HARDWARE INCLUDED IN PROJECT.
6. STANDARD RETURN BEHIND ALL DOORS TO BE 6" UNLESS NOTED OTHERWISE.
7. DO NOT PAINT OVER FIRE RATING LABEL ON FRAMES AND DOORS. COVER LABEL DURING APPLICATION OF
FINISHES.
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T:503 239-7377
F: 503 239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BY LAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
CONSTRI�CTION DOCUMENTS
Revisions: /103.25.15
Date:
ITEM
DESCRIPTION
FINISH
MANUF
2 EA
CONTINUOUS HINGE
112HD
628
IVE
1 EA
DEADLOCK
MS1850S 1-1/2" BS
628
ADA
2 EA
MORTISE CYLINDER
20-013
626
SCH
1 EA
TRIM STRIKE
4000
628
ADA
1 SET
HEADITHRESHOLD BOLT
4015 X 4085
603
ADA
1 EA
SIGN
773 OSSC COMPLIANT - SEE NOTE BELOW
TRI
2 EA
PULUPUSHBAR
9190 -2 -NO
630
IVE
2 EA
SURFACE CLOSER
SC71 SS/HO
689
FAL
1 EA
DRIP CAP
16A OMIT IF PROTECTED FROM WEATHER
CL
NGP
2 EA
DOOR SWEEP
C627A
CL
NGP
1 EA
THRESHOLD
1896S MS/LA
AL
NGP
1 EA
WEATHER STRIPPING
I BY DOOR/FRAME MANUFACTURER
NOTE: SIGNAGE TO STATE: "THESE DOORS TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED".
DOOR TYPES
O
STANDARD
STANDARD
STOREFRONT
DOUBLE DOOR
DOOR SCHEDULE GENERAL NOTES
1. PROVIDE HINGES, GASKETING, SILENCERS, DOOR STOPS, ETC. AS REQUIRED AT ALL DOOR LOCATIONS.
REFER TO DOOR SCHEDULE FOR FIRE RATING AND ASSEMBLY REQUIRED.
2. HARDWARE FINISH: MATCH DEVELOPMENT STANDARD SATIN CHROME FINISH UNLESS OTHERWISE NOTED.
3. ALL DOORS W/ LOCKS WITHIN SCOPE TO BE KEYED / RE -KEYED BY OWNER.
4. PROVIDE WALL STOPS AT ALL DOORS WITHIN SCOPE OF WORK.
5. CONTRACTOR TO PROVIDE CUT SHEETS TO ARCHITECT FOR REVIEW AND APPROVAL ON ALL SPECIFIED
HARDWARE INCLUDED IN PROJECT.
6. STANDARD RETURN BEHIND ALL DOORS TO BE 6" UNLESS NOTED OTHERWISE.
7. DO NOT PAINT OVER FIRE RATING LABEL ON FRAMES AND DOORS. COVER LABEL DURING APPLICATION OF
FINISHES.
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T:503 239-7377
F: 503 239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BY LAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
CONSTRI�CTION DOCUMENTS
Revisions: /103.25.15
Date:
05.16.13
Scale:
AS NOTED
Project No.:
AD13108
File Name:
13108A7.0
Drawn By:
MJW / KVR
Checked By:
JMA
Jurisdiction Approval:
Sheet Title:
SCHEDULES
Sheet No.: A7.0
GENERAL NEW REFLECTED CEILING PLAN NOTES
1. THE REFLECTED CEILING PLAN IS FOR GRID AND LIGHT FIXTURE 5. DESIGN BUILD MECHANICAL:
PLACEMENT/ ORIENTATION PURPOSES ONLY. HVAC BIDDER DESIGN SUBCONTRACTORS TO REVIEW
CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE
2. LIGHT FIXTURE LENSES TO MATCH THROUGHOUT SCOPE OF WORK, SITE IN PREPARATION OF HVAC SYSTEM DUCTWORK, ZONING,
UNLESS NOTED OTHERWISE. ANY DAMAGED LENSES TO BE SUPPLY & RETURN AIR PLACEMENTS, DRAWINGS, SUBMITTALS AND
REPLACED. CONSTRUCTION BIDS AND PERMITS.
3. ALL LIGHT FIXTURES TO BE LAMPED THROUGHOUT SCOPE OF WORK.
4. DESIGN BUILD ELECTRICAL:
ELECTRICAL BIDDER DESIGN SUBCONTRACTORS TO REVIEW
CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE
SITE IN PREPARATION OF ELECTRICAL SYSTEM, CIRCUITRY, POWER,
LIGHTING, AND FIRE ALARM DRAWINGS, SUBMITTALS AND
CONSTRUCTION BIDS AND PERMITS.
ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL MODIFICATIONS
AS REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO
THE NEW FLOORICEILING PLAN.
ELECTRICAL INFORMATION, EXCEPT OUTLET LOCATIONS, ARE
SHOWN FOR SCHEMATIC PURPOSES ONLY. DESIGN -BUILD DRAWINGS
TAKE PRECEDENCE OVER ARCHITECTURAL.
MECHANICAL CONTRACTOR TO PROVIDE HVAC MODIFICATIONS AS
REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO
THE NEW FLOORICEILING PLAN.
MECHANICAL INFORMATION SHOWN IS FOR SCHEMATIC PURPOSES
ONLY. DESIGN -BUILD DRAWINGS TAKE PRECEDENCE OVER
ARCHITECTURAL.
6. CONTRACTOR TO PROVIDE HVAC BALANCING, AND ASSOCIATED
REPORTS BY CERTIFIED 3RD PARTY VENDOR UPON COMPLETION OF
SUITE CONSTRUCTION.
7. GENERAL CONTRACTOR IS TO PROVIDE AS -BUILT CLOSE-OUT
DOCUMENTATION TO FACILITY PER THEIR REQUIREMENTS.
SPECIFIC NEW REFLECTED CEILING PLAN NOTES
PROVIDE AND INSTALL NEW HVAC SYSTEM AS NECESSARY TO PROVIDE AND INSTALL NEW EXTERIOR HORIZONTAL SCONCES.
01 COMPLETE MECHANICAL DESIGN. SEE MECHANICAL DRAWINGS 05 MOUNT FIXTURES 18'-6" A.F.F. TO CENTERLINE OF FIXTURE. SEE
FOR MORE INFORMATION. NOTE NOT SHOWN. DESIGN BUILD ELECTRICAL FOR MORE INFORMATION. EXTERIOR
SCONCES TO BE INSTALLED ON TIMER AND RUN TO HOUSE
02 PROVIDE AND INSTALL 4' TEMPORARY FLUORESCENT LIGHTS AS ELECTRICAL PANEL.
SHOWN. WIRE TO SWITCHING AS SHOWN.
NOTE NOT USED.
O6
PROVIDE AND INSTALL NEW EXTERIOR VERTICAL SCONCES.
MOUNT FIXTURES 7'-0" A.F.F. TO CENTERLINE OF FIXTURE. SEE
03
Project No.:
DESIGN BUILD ELECTRICAL FOR MORE INFORMATION. EXTERIOR
File Name:
13108A9.1
SCONCES TO BE INSTALLED ON TIMER AND RUN TO HOUSE
04 NOTE NOT USED.
Checked By:
ELECTRICAL PANEL.
PROVIDE AND INSTALL WOOD TRELLIS AT LOCATIONS SHOWN.
07
SEE DETAILS FOR MORE INFORMATION.
1
PROVIDE AND INSTALL CANVAS AWNINGS AT LOCATIONS
08
INDICATED. SEE DETAILS FOR MORE INFORMATION.
SPRINKLER LOCATIONS IN
CEILING TILE
SPRINKLER LOCATIONS
AT 2X4 CEILING TILE
SIMILAR CONDITION FOR
LIFE SAFETY DEVICES
A. CENTERED IN EITHER
HALF OF CEILING TILE
B. PLACED IN CENTER
OF ENTIRE TILE
1. NEW REFLECTED CEILING PLAN
SCALE: 1/8'= T-0"
P4
z
U
U
O
!1
NL1
EM
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T: 503 239-7377
F: 503 239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS,REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BY LAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
CONSTRICTION DOCUMENTS
Revisions: /103.25.15
Date:
05.16.13
Scale:
AS NOTED
Project No.:
AD13108
File Name:
13108A9.1
Drawn By:
MJW / KVR
Checked By:
JMA
Jurisdiction Approval:
Sheet Title:
REFELCTED CEILING PLAN
Sheet No: A9"0
c�
3
O
0
U
0
U
I
r-�
r7
m
n
I-
W
W
x
0
W
W
0-
0-
y Y
U
O
Of
O
W
Of
r
Of
DmD
0 d
o �
meCL
r7 �'nw
�N�W
C:)3
�2 Nil
%(ONO
0- 00 n¢
L -i
wwW:2
:2:2m¢
¢rFz
z
W>~W
J¢O(n
L�cnam
0
nl
il
J
L
GENERAL CONDITIONS
1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION,
FHWA, 1988 ED.
2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE
CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC)
APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN
SHALL BE AVAILABLE AT THE WORK AREA.
3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST
OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS
RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO
AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO
TRI -MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT.
4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL
MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE
CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK.
5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL
DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE
UNTIL EFFECTIVE ACCESS IS ESTABLISHED
6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF
CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED.
7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M.
TO 7:00 A.M. MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY,
NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY.
8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO
BE PROVIDED FOR.
9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS
MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY.
10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE
CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, TIME,
AND DAT FOR A PRE -CONSTRUCTION MEETING.
RED ROCK CENTER
STREAM RELOCATION AND WETLAND MITIGATION
CASE FILE PDR 2008-00003
TAX LOT 100 1S1W01AB
NE %4 OF THE NE %4 OF TAX MAP SEC. 1, T2S, R1W, WM,
WASHINGTON COUNTY OREGON
11.
THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT
- -
PROPERTY LINES
PA
RIGHT-OF-WAY LINES
AGGR
LOT LINES
EXTG
639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24)
HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING
PSI
FLOW LINE
W
WATER LINE
SS
y.
,A
PT
WORK COVERED BY THE PERMIT.
0
GAS LINE
I
UNDERGROUND POWER LINES
UT
UNDERGROUND TELEPHONE LINES
u1v
UNDERGROUND CABLE TV LINES
P
OVERHEAD POWER LINES
PUB
12.
A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED
-000000
CHAIN LINK FENCE
x -x -X X X x
'--
REDUCER
CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL
O
STORM MANHOLE
FINISH GRADE
I
SW ELMHURSTST
EXISTING STORM LINE
WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE
F/L
FLOW UNE
RD
ROAD
CL
CENTERLINE
G/A
CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S
RT
RIGHT
COMB
COMBINATION
•.�
GUTTER
STANDARDSGES TO ANY
AND OBYHTHE LADVANCEOOF
SANITARY SEWER
SITE MAP
CONCRETE
CITY, INESE
THE AFORESAID BEOAPPROVEDNS
WORK
OFPERFORMANCE.
HORIZONTAL
ST/STR
STREET
DI
DUCTILE IRON PIPE
SCALE 1"=100'
13.
MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE
STATION
DRAIN
DRAINAGE
PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A
LATERAL
STD
STANDARD
CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT
DRIVEWAY
LT
LEFT
HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA.
STORM
DSGN
14.
THE SPREADINGOR OF RIALS OR EQUIPMENT OF ANY
DANY
GENERAL CONDITIONS CONT.
S/W
ROADWAYS ISOSTRICTLYGE
KIND PON PUBLIC PROHIBI ED AND VIOLATION SHALLBE CAUSE
ECR
END CURB RETURN
MH
FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER
TC
TOP OF CURB
EG
IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP.
25.
THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR
TEMP
TEMPORARY
ELEV
REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO
15.
EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED
TOC
VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH
E/P
AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER
PAV
TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS' EXPENSE.
TW
CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL.
ESMT
EASEMENT
PC
POINT OF CURVATURE
26.
THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND
16.
PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD
PED
WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION
VERT
GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS,
ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION.
:2
O
MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND
Q
Q
0�\
AND MATERIAL.
27.
EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED.
REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE.
17.
EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE
O
¢
WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC
O
PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT
28
THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND
-d0_
ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE
p
FINAL LIFT OF ASPHALT HAS BEEN PLACED.
DRAINAGE CONTROL.
O'
z
D.
(n
29.
THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND
18.
EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL
24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO
NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF
N
RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN
o
WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE.
LL]
CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN
W
WRITING, OF ANY/ALL ASSIGNMENT CHANGES.
19.
CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND
30.
THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR,
N
HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY).
IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED
o
SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT
W
"COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR -OSHA, CHAP.
SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE
CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK
U
U
437, DIV. 3 CONSTRUCTION, SB -DIVISION P -EXCAVATIONS. THE CONTRACTOR SHALL
WITH AFFECTED UTILITY AGENCIES.
N
\
ALL
NOTIFY THE CITY INSPECTOR ALL ASSIGNMENT CHANGES. ANY/
ANY
20.
A TEMPORARY HARD -SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL
31.
IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER
H
U
PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCHH,,
=
Z
RIGHT -OF -ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF
ON SITE OR OFF-SITE, SHALL LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT
W
RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY.
HOLDERRESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM
THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS
¢
<
THE PROSECUTION OF THE WORK.
FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT -OF -ENTRY OR EASEMENTS.
21.
WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES
32.
BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND
O_'
W
(ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO
HAVE THE CITY COMPLETE A PRE -ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES.
OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK
THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO
AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS
0
INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT.
O
EXPENSE.
O
J
o
M
O
W0
f
• SEWER &STORM: CITY OF TIGARD
22.
ONE AS -BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY
W
• EROSION CONTROL: CLEAN WATER SERVICES (CWS)
W
REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY
U
m
• STREETS: CITY OF TIGARD
IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE
W
cn5
. WATER: TUALATIN VALLEY WATER DISTRICT (503) 642-1511
>
PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS
U
• FIRE PROTECTION: TUALATIN VALLEY FIRE & RESCUE SUPPORT
CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED).
SERVICES (503) 642-0396
W
• NATURAL GAS: NORTHWEST NATURAL (503) 226-4211
23.
A SEWER SYSTEM AIR -TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE
LLJ
of
W
ITBY (OF THE SANITARY SYSTEMS) BE
W
O_
REQUIRED THEECITYF OR REVIEW AND APPROVAL PRIOR TO CONNECTIONANYMAY
MONUMENTS AND BENCHMARK
BUILDINGS TO THE SEWER SYSTEM.
24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON
A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT
NOTE # 5.)
CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION = 221.84 FEET 2-1/2" BRASS DISC IN
THE WEST CURB OF S.W. 72ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE
OF S.W. HAMPTON STREET.
PROJECT LEGEND
Q
0
Z
`� SW BAYLOR ST
n
3
SW
SW DARTMOUTH ST SITE
CITY OF TIGARD
WASHINGTON COUNTY
OREGON SW ELMHURST ST
INOT TO SCALE
ABBREVIATIONS
SW BEVELAND ST
VICINITY MAP
N.T.S.
- -
PROJECT
OWNER
DOUG FRY
23077 SW NEWLAND RD
WILSONVILLE, OR 97070
DEVELOPER
BRAD PIHAS
TENANT ADVISORY GROUP
22151 SW 55TH AVE, SUITE 100
TUALATIN, OR 97062
AC
CENTER LINES
- -
PROPERTY LINES
PA
RIGHT-OF-WAY LINES
AGGR
LOT LINES
EXTG
DITCH LINE
PSI
FLOW LINE
W
WATER LINE
SS
SANITARY SEWER LINE
PT
STORM DRAIN LINE
0
GAS LINE
UP
UNDERGROUND POWER LINES
UT
UNDERGROUND TELEPHONE LINES
u1v
UNDERGROUND CABLE TV LINES
P
OVERHEAD POWER LINES
PUB
OVERHEAD UTILITY LINES
OHL
-000000
CHAIN LINK FENCE
x -x -X X X x
WIRE FENCE
REDUCER
WOOD FENCE
O
STORM MANHOLE
FINISH GRADE
RET
RETAINING WALL
EXISTING STORM LINE
ABBREVIATIONS
SW BEVELAND ST
VICINITY MAP
N.T.S.
- -
PROJECT
OWNER
DOUG FRY
23077 SW NEWLAND RD
WILSONVILLE, OR 97070
DEVELOPER
BRAD PIHAS
TENANT ADVISORY GROUP
22151 SW 55TH AVE, SUITE 100
TUALATIN, OR 97062
AC
ASPHALT CEMENT
EVCS
END VERTICAL CURVE STA
PA
PROPERTY LINE
AGGR
AGGREGATE
EXTG
EXISTING
PSI
POUNDS PER SQUARE INCH
APPROX
APPROXIMATELY
EX
EXISTING
PT
POINT OF TANGENCY
BCR
BEGIN CURB RETURN
EXIST
EXISTING
PVI
POINT OF VERTICAL INTERSECTION
BVCE
BEGIN VERTICAL CURVE ELEV
EYE
EYEBROW
PUB
PUBLIC
BW
BOTTOM OF WALL
FI
FIELD INLET
RED
REDUCER
BVCS
BEGIN VERTICAL CURVE STA
FG
FINISH GRADE
RET
RETAINING WALL
CDS
CUL DE SAC
F/L
FLOW UNE
RD
ROAD
CL
CENTERLINE
G/A
GUY ANCHOR
RT
RIGHT
COMB
COMBINATION
GUT
GUTTER
SAN
SANITARY SEWER
CONC
CONCRETE
HORZ
HORIZONTAL
ST/STR
STREET
DI
DUCTILE IRON PIPE
IE
INVERT ELEVATION
STA
STATION
DRAIN
DRAINAGE
LAT
LATERAL
STD
STANDARD
DRWY
DRIVEWAY
LT
LEFT
STM
STORM
DSGN
DESIGN
MAX
MAXIMUM
S/W
SIDEWALK
ECR
END CURB RETURN
MH
MANHOLE
TC
TOP OF CURB
EG
EXISTING GRADE
MIN
MINIMUM
TEMP
TEMPORARY
ELEV
ELEVATION
N.T.S.
NOT TO SCALE
TOC
TOP OF CURB
E/P
EEOP
PAV
PAVEMENT
TW
TOP OF WALL
ESMT
EASEMENT
PC
POINT OF CURVATURE
TYP
TYPICAL
EVCE
END VERTICAL CURVE ELEV
PED
PEDESTRIAN
VERT
VERTICAL
EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE
APPROXIMATE ONLY AND ADDITIONAL UTILITIES MAY EXIST.
CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH
ORS 952-001-0010 THROUGH 952-001-0090 PRIOR TO CONSTRUCTION.
(ONE CALL # 1-800-332-2344) PROJECT TICKET #11053059
SW HAMPTON ST
TEAM
CIVIL ENGINEER
5
PACE ENGINEERS, INC.
5000 MEADOWS ROAD, SUITE 345
LAKE OSWEGO, OR 97035
ANDREW REITER, PE, PLS
andyr®paceengrs.com
PH 503-597-32222
FX 503-597-7655
SURVEYOR
G&L LAND SURVEYING, DATE SEPT. 22, 1999
LODESTAR SURVEYING, DATE OCT. 1, 2007
PACE ENGINEERS, DATE APRIL 24, 2013
Sheet List
Sheet #
Sheet Title
C1
COVER SHEET (ON-SITE)
C1.1
EXISTING CONDITIONS
C2.0
CIVIL SITE PLAN
C3.0
1200C COVER SHEET (ON-SITE)
C3.1
EXISTING CONDITIONS & PHASING PLAN
C3.2
PRE -EROSION CONDITION
C3.3
GRADING & EROSION CONTROL MEASURES
C3.4
EROSION CONTROL DETAILS
C3.5
EROSION CONTROL DETAILS 2
C4.0
GRADING PLAN (CONTOURS)
C4.1
SPOT ELEVATIONS
C5.0
ON-SITE UTILITY PLAN
C5.1
SANITARY SEWER PLAN & PROFILE
C6.0
DETAILS
C6.1
DETAILS
6.2
DETAILS
Know what's below.
Call before you dig.
�COoo��
0
O
o
N
N
M
N
I
r
N
a
\¢
o
F
0
W
O
J
¢
U
ui
U
>
~
J
0
LO
0
U
¢
m
U
U
J
,d
=
¢
o
U]
of
>
Ln
U
¢
�
=
c
H-
J
O
ptn~
tn
=
O
U
Z
W
W
J
U7
_
:2
U
N
p
:2
O
Q
Q
0�\
U
m
O
¢
O
W
D'
-d0_
OJ
p
O
N
O'
z
D.
(n
N
r
of
W
U
O
N
w
o
Z
LL]
Ul
F--
W
U)
5
Cf)
o
~
O�
N
o
W
D
O
N
\
z
O_
a,
H
U
=
Z
W
U
F--
W
¢
<
O
:D
W
N:
O_'
W
o P
o
0
O
of
O
J
o
M
O
W0
f
O
W
O
W
m
U
m
W
cn5
>
O
U
o
W
O
¢
¢
m
m
U
LLJ
of
W
W
O_
N
M
0
U)
cn
U)
� � z
M (n
o � m
8 Cn 0 p C
C
_N
y O of a_
�UN mE
0 mcN O
w m 3 rn
a
(Dpf0 1n U) c
N
CD O Y O� U
Q : U Q
rOF9s��o�
8
OREGON
d �o
9
EXPIRES: 12/31/2014
W
H
I
Z
O
H
W
W
N
0_
W
O
U
3AR IS ONE INCH ON PLOT DATE:
ORIGINAL DRAW NG
D� 1" 3/24/15
DESIGNED BY: CHECKED BY:
AAR I BDL
JOB NUMBER
13833
DWG NAME:
13833 - C1.0 CO
SHEET C1
Ld
W
J
W
O
0-
V)
C)
U
0
W
I
}
O'
W �
c� a
D
ooa
IL0N
W1 N
n�N
nL0L0
a ri r1¢
L
mmm¢
z~~z
F�
J ¢ -J N
L�fn O_D
V)
Q_
D
0
z
O
U
CV
x
a
/
W
222.35 Tw 230.00
230.01
BW222 FG 231.30-�'—'
= i" x.6'4 � BTW 230.00
/ / /BW 223.63 TW 230.00
BW 224.5
/
TW 230.00—
' /BW 227.00---'
/
� J /
PA
W 228.00 FG 235.20) FG 235.53' l \ \ F
/!TW 232.00 - // />
/ BW 229.00
r
t /
TW 232.00 r =
BW ??? -
r / /
•- r' r' moi, _ r � i �
Irrr ri r rrr "� --
GRADING & SPOT ELEVATION PLAN
a 20' 40'
� OREGON
90
9tiQ�,�arr 23,,9 �Q
9Fw A ���'�
EXPIRES: 12/31/2014
(n
Z
O
W
J
W
a_
cc
W
Z
U_o
Lu
W 0
OM=AOf
a: (L
ORIGINAL DRAWING
0 � 1• 3/24/15
DESIGNED BY: CHECKED BY:
AAR BDL
JOB NUMBER
13833
13833 — C4.1 SPOT ELEV
SHEET_ C4•1
a
U')
3
m
E
8
Lo
C/J MO Mo
c
Lo
C
:m
h
off=
r
a
h0NmE
CIJC)
O
CDM
D N r
cc
z
d
gpL
2co
m
C>ca>
�n _j C
W
PR0�9s��o�
GIN
14,758
O
U
0
o-
0
r
L�
O
F-
�
U
O_
W
W
0
0
O:
o
o
W
En
0
5
W
W
L
O'
� OREGON
90
9tiQ�,�arr 23,,9 �Q
9Fw A ���'�
EXPIRES: 12/31/2014
(n
Z
O
W
J
W
a_
cc
W
Z
U_o
Lu
W 0
OM=AOf
a: (L
ORIGINAL DRAWING
0 � 1• 3/24/15
DESIGNED BY: CHECKED BY:
AAR BDL
JOB NUMBER
13833
13833 — C4.1 SPOT ELEV
SHEET_ C4•1
a
U')
3
m
E
8
Lo
C/J MO Mo
c
Lo
C
:m
h
off=
:a
a
h0NmE
CIJC)
O
CDM
D N r
cc
U U
d
gpL
2co
m
C>ca>
�n _j C
:Ua
PR0�9s��o�
GIN
14,758
� OREGON
90
9tiQ�,�arr 23,,9 �Q
9Fw A ���'�
EXPIRES: 12/31/2014
(n
Z
O
W
J
W
a_
cc
W
Z
U_o
Lu
W 0
OM=AOf
a: (L
ORIGINAL DRAWING
0 � 1• 3/24/15
DESIGNED BY: CHECKED BY:
AAR BDL
JOB NUMBER
13833
13833 — C4.1 SPOT ELEV
SHEET_ C4•1
3
0
b
z
0
0
0
0
v
U
I
M
00
M_
H
W
w
0
W
Q
0-
Y
U
O
G:
0
w
cr
}
M
c� a
ON
O
O a
100'
rM04
�NF
00
M��w
%N ND
..��z
a in r7Q
L
iJwlii2
mmm¢
<=F -z
wr0
JQ_jN
izv1ao
W
Q
00
I SW DARTMOUTH STREET
— T T__
-p -
1� - - _ - - _ - r -- --- _ __ ,
-� _
-- — --__ _ _ P ��—
O
'SS 1 - "+ / / / d / d d
a // // II / Q / a / d
_---�--- SS �S. — rg— SS / / ! / /� a / d 1 r < Z
r d_ _ _ / / S S --� ---tib l F-
\ dA \ \ \ \ a \ ow
W \ W I Wy1/� \ w� a \ m 1 W W
C I \ o n.
�a a Sd v W
O im
Ld
�
Ld ILL]
ti !
i I I �! , � J .r'` �
to
=�
CD
o
✓v - �- o ---- om
o
m o c
/ - -
o
c c
// /'" � \ i \ - � II � •_ -- _. --- 1= � ff"- ca
z _ O N —
/o m co o
✓ \ / / \ I 1
CD
—CD co�
/
Fl {. i tD .J Q : Ci a
co1
i \
G'N_-14,
FF 229.25
/ v / / drr 23•'�
EXPIRES: 1 2131 /2 01 4
jj
i
O
U
--- -- Z
ZO
U
/----
Q : 5D
—
/5'5 ,
/ I
LIMITS OF WORK- _ _ - I ;, I� w
_ II�lo'o �I o'o o �IW-
PHASE III ON-SITE � _ " iii � � o o' � Z
W = o
- -- - - — w
_ U
- 1 - w
to
W
/ BAR IS ONE INCH ON PLOT DATE:
ORIGINAL DRAWING
0 � 1• 3/24/15
PHASE 11 GRADING PLAN DESIGNED BY: I CHECKED BY:
AAR BDL
0 20• 40• JOB NUMBER
13833
13833 – C4.0 GRADING
SHEET C4.0
CLASS 200 PVC SLEEVE
FOR LATERAL LINE
PAVEMENT
SCHEDULE 40 PVC SLEEVE
FOR MAINLINE, TWO SIZES
LARGER THAN MAINLINE
NOTES: 0
1. SLEEVING ON PLANS IS SHOWN DIAGRAMATICALLY. SLEEVES ARE SIDE BY
SIDE IN SAME TRENCH AND MAY DIFFER IN ACTUAL FIELD CONDITIONS.
2. ALL SLEEVES TO EXTEND A MINIMUM OF 12" BEYOND PAVING OR CURB
INTO PLANTING BEDS.
3. INSTALL A 1/4" NYLON PULL CORD EXTENDING 5' BEYOND SLEEVE ENDS,
CAP ENDS AND MARK EACH SLEEVE WITH A METAL T -POST PRIOR TO
BACKFILLING.
4. INSTALL 1 PVC SLEEVE FOR MAINLINE AND 1 PVC SLEEVE FOR LATERAL
LINE(S),IF SLEEVES INSTALLED BY BORING, THE MAIN SLEEVE SHALL BE
LARGE ENOUGH TO CONTAIN MAINLINE AND 2 LATERAL LINES.
5. PERMANENTLY MARK CURB OR PAVEMENT BY SAWCUTTING OR SCORING
AN "X" IN THE CONCRETE AT THE LOCATION OF THE SLEEVE.
1. SLEEVE UNDER PAVEMENT
SCALE: NTS
11 x 17 VALVE BOX, INSTALL
FLUSH WITH FINISH GRADE
BALL VALVE, SEE LEGEND
FINISHED GRADE - FOR SPECIFICATION
FIR
MAIN LINE DEPTH
AS PER SPECS.
PVC MALE ADAPTER
INSTALL JUNCTION
BOXES WITHIN PAVED
SEATING AREAS FOR
IRRIGATION SYSTEM
CONNECTIONS
FINISH SHRUB BED GRADE
SPRAY HEADS
FINISH LAWN GRADE
SCHEDULE 40 P.V.C. STREET ELLS
FLEXIBLE'FUNNY' PIPE
(Length as Required)
`SCHEDULE 40 P.V.C. STREET ELLS
LATERAL PIPE
F CLASS 200 P.V.C.
2. POP-UP SPRAY SPRINKLER
IT, e\l1/= 0 7OY4
FINISH GRADE
SUPPORT VALVE BOX WITH
(4) FOUR BRICKS TYP. IYIIiClll I�Idt <�
GALV. UNION
NIPPLE
SECTION VIEW - N.T. --'
INSTALL 3" DEPTH MIN. OF 3/4" PVC BUSHING
DRAIN ROCK IN BOTTOM OF MAINLINE
VALVE BOX
MAIN LINE
VALVE BOX CONTROL WIRES
AND SPARE, TAPE
BALL VALVE (SIZE TO TO BOTTOM OF
PLAN VIEW - N.T.S. MATCH MAIN LINE SIZE) MAINLINE -TY .
NOTES: PVC S X TH ADP.
BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL 3" DEPTH MIN. OF 3/4" DRAIN
INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. ROCK IN BOTTOM OF VALVE BOX.
INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE NOTE:
INSTALLATION AT MAIN LINE DEPTH. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED.
3 ISOLATION VALVE 4. REMOTE CONTROL VALVE
SCALE: NTS SCALE: NTS
NOTE:
1. INSTALL AT LOWEST POINT ON
MAINLINE
2. USE RECTOR SEAL NO. 10OW PIPE
DOPE ON ALL THREADED
CONNECTIONS.
VALVE MARKER
FINISH GRADE
2" P.V.C. SLEEVE
MAINLINE
SCH. 40 GALV. NIPPLE
2 CU. FT. GRAVEL SUMP
5. MANUAL DRAIN VALVE
SCALE: NTS
AUTOMATIC
CONTROL VALVE
CONTROL WIRE & SPARES
w/2 I.f. COILED IN BOX IRRIGATION LATERALS SHOWN ON
I�IIYVI��I Illllt ADJACENT PROPERTY FOR VISUAL
CLARITY ONLY. INSTALL BEHIND TOP
!I
OF RETAINING WALL
SUPPORT VALVE BOX
WITH (4) BRICKS-TYP.
PVC UNION
BUSH DOWN TO VALVE
SIZE AT VALVE ONLY
RAINBIRD 5 SERIES MPR
;TREAM BUBBLER (5Q -B)
X 36" PERFORATED
LOLYETHYLENE PIPE
4" PVC PIPE
ELBOWS
6. TREE BUBBLER DETAIL
SCALE: NTS
O1
EASY FIT COMPRESSION
TEE:
/\//��//\/\�i\/\�j�\\//\\//i\//i\//i\//i\/\\
RAIN BIRD M DCFTEE
RAIN BIRD MDCFCOUP
O
SUB -SURFACE DRIPLINE:
OSUBTERRANEAN
EMITTER BOX:
30.9
0
4 -POTABLE: RAIN BIRD MDCFPCAP
RAIN BIRD SEB 7XB
O
Y" BLANK DRIPLINE TUBING:
RAIN BIRD XF SERIES
DRIPLINE
0180
RAIN BIRD XF SERIES
OFINISH
GRADE
O6
3 -INCH MINIMUM DEPTH OF
O4
POTABLE: XFS DRIPLINE
OBARB
X MALE THREAD CONNECTOR:
RAIN BIRD XFD-MA FITTING
RAIN BIRD ARV -12
6 180
NON -POTABLE: XFSP
DRIPLINE
O
PVC TEE CONNECTED TO PVC HEADER
0360
DRIP ZONE
O
INLINE DRIP EMITTER
Oy"
X Y4' PVC REDUCER BUSHING
1
2 3 4
O
TIE DOWN STAKE: RAIN BIRD
%" WASHED GRAVEL
TDS-050 WITH BEND
(TYPICAL)
O
TURF/FINISH GRADE OR
SHRUB
NOTES:
BED WITH MULCH
RAINBIRD U15 SERIES
1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET
IN LOAM,
AND FIVE FEET IN CLAY.
e 270
2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS
TEES OR
RAINBIRD 15 STRIP SERIES
ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.
a LCS
3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN
STAKES.
8. XFS SUB -SURFACE DRIPLINE BURIAL
RAINBIRD 5 SERIES MPR
30 PSI
NTS
STREAM BUBBLER - #5Q -B
" PVC IRRIGATION SLEEVE
:ONNECTS BACK TO LATERAL LINE
l4" PVC PIPE
ELBOWS
REE TRUNK
BLACK REMOVABLE PVC
AP (TYP.)
REE ROOT BALL
IRRIGA
SCALE: 1" = 20'
TION PI AN_ PAIL R
OPLANT
MATERIAL
O6
BARB X FEMALE THREAD CONNECTOR:
PRESSURE
RAIN BIRD MDCFCOUP
H CAP FOR EASY FIT
RAIN BIRD XFD-TFA FITTING
OSUBTERRANEAN
EMITTER BOX:
30.9
RAIN BIRD SEB 7XB
4 -POTABLE: RAIN BIRD MDCFPCAP
RAIN BIRD SEB 7XB
O
Y" BLANK DRIPLINE TUBING:
RAIN BIRD XF SERIES DRIPLINE
0180
RAIN BIRD XF SERIES
OFINISH
GRADE
O6
3 -INCH MINIMUM DEPTH OF
O4
Y2" AIR RELIEF VALVE:
OBARB
X MALE THREAD CONNECTOR:
RAIN BIRD XFD-MA FITTING
RAIN BIRD ARV -12
6 180
TO BE INSTALLED AT HIGH POINTS IN
O
PVC TEE CONNECTED TO PVC HEADER
0360
DRIP ZONE
PIPE
Oy"
X Y4' PVC REDUCER BUSHING
10
3" MINIMUM DEPTH OF
e 180
%" WASHED GRAVEL
270
1 1
BRICK (1 OF 2)
7. AIR RELIEF VALVE IN
XFS DRIPLINE
H GRADE3
OPTIMAL OPERATING
EASY FIT COUPLING:
DESCRIPTION
PRESSURE
RAIN BIRD MDCFCOUP
H CAP FOR EASY FIT
O
SUBTERRANEAN EMITTER BOX:
OPRESSION FITTINGS:
30.9
RAIN BIRD SEB 7XB
4 -POTABLE: RAIN BIRD MDCFPCAP
O
SUB -SURFACE DRIPLINE:
® 120
RAIN BIRD XF SERIES DRIPLINE
0180
NON -POTABLE: XFSP DRIPLINE
O 360
O6
3 -INCH MINIMUM DEPTH OF
G 90
RAINBIRD U10 SERIES
3/4 -INCH WASHED GRAVEL
6 120
NU I E: II -J/ or�wr� I yr c/
1. ALLOW A MINIMUM OF 6 -INCHES OF DRIPLINE TUBING IN VALVE BOX IN
ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX.
9. XFS SUB -SURFACE DRIPLINE FLUSH POINT WITH EASY FIT COMPRESSION FITTINGS
NTS
IRRIGATION LEGEND SPRAY HEAD LEGEND
® POINT OF CONNECTION
EXISTING CONTROLLER
❑ JUNCTION BOX
DRAIN VALVE
® GATE VALVE
D4 ISOLATION VALVE
RAINBIRD PESB-PRS-D, REMOTE CONTROL VALVE
SEE PLAN FOR SIZES
RAINBIRD XCZF-175-PRF, DRIP CONTROL ZONE KIT
O QUICK COUPLING VALVE (RAINBIRD or APPROVED EQUAL)
3" PVC SLEEVE
PVC TO 1/2" POLY TUBING CONNECTION
■ ■ 2" SCHEDULE 40 MAIN LINE
E3 3/4" CLASS 200 PVC LATERAL LINE
-� 1" CLASS 200 PVC LATERAL LINE
''f, 1 1/4" CLASS 200 PVC LATERAL LINE
755' 1 1/2" CLASS 200 PVC LATERAL LINE
el.STATION NUMBER
VALVE SIZE
GPM
IRRIGATION NOTES:
1. LOCATION OF PIPES, SLEEVES AND VALVES
ARE SHOWN DIAGRAMATICALLY FOR CLARITY.
LOCATE IN PLANTING BEDS UNLESS SLEEVING
IS SHOWN.
2. KEEP ROOT DISTURBANCE OF EXISTING TREE
TO A MINIMUM. HAND EXCAVATE IF
NECESSARY. DO NOT REMOVE ROOTS
LARGER THAN 1" DIA. WITHOUT CONSULTING
LANDSCAPE ARCHITECT.
3. CONNECT TO EXISTING SYSTEM AS INDICATED
ON PLANS. PLANS MAY VARY FROM ACTUAL
AS BUILT CONDITIONS, COORDINATE WITH GC
IN FIELD FOR EXACT LOCATION OF IRRIGATION
COMPONENTS.
4. VERIFY EXISTANCE OF 5 COILED CONTROLLER
WIRES AT END OF MAINLINE INSTALLED IN
PREVIOUS PHASE OF WORK. EXTEND WIRES
TO NEW VALVES. CONSULT WITH LANDSCAPE
ARCHITECT FOR LOCATION OF NEW
CONTROLLER IF WIRES ARE NOT PRESENT, OR
IF THERE ARE LESS THAN 5 WIRES TO
SUPPORT EXPANSION FOR THIS PHASE OF
DEVELOPMENT.
5. INSTALL JUNCTION BOXES FLUSH WITH FINISH
GRADE IN LOCATIONS SHOWN. SEE CIVIL AND
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
5. FIELD ADJUST HEAD RADIUS AND ARC FOR
MAXIMUM COVERAGE WITHOUT
OVERSPRAYING PAVED SURFACES; INSTALL
VAN NOZZLES WHERE NECESSARY.
6. EXTEND SLEEVES A MINUMUM OF 12" BEYOND
PAVING OR CURB INTO PLANT BEDS.
7. REFER TO IRRIGATION SPECIFICATION FOR
ADDITIONAL REQUIREMENTS.
ZONE SUMMARY
ZONE NUMBER GPM VALVE SIZE
14
OPTIMAL OPERATING
MODEL #
DESCRIPTION
PRESSURE
ALL SPRAYHEADS TO BE INSERTED ONTO RAINBIRD 1806 POPUPS
090
RAINBIRD MPR 5 SERIES
30 PSI
e 180
30.9
1-1/2"
® 90
RAINBIRD U8 SERIES
30 PSI
® 120
0180
O 360
G 90
RAINBIRD U10 SERIES
30 PSI
6 120
6 180
9 270
0360
O 90
RAINBIRD U12 SERIES
30 PSI
0 120
e 180
270
360
O 90
RAINBIRD U15 SERIES
30 PSI
5 180
e 270
o RCS/
RAINBIRD 15 STRIP SERIES
30 PSI
a LCS
Q SST
•
RAINBIRD 5 SERIES MPR
30 PSI
STREAM BUBBLER - #5Q -B
SEE DETAIL 6
RAINBIRD XFS SERIES SUB -SURFACE DRIPLINE:
SPACING 12"; 0.9 GPH EMITTERS
5. INSTALL JUNCTION BOXES FLUSH WITH FINISH
GRADE IN LOCATIONS SHOWN. SEE CIVIL AND
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
5. FIELD ADJUST HEAD RADIUS AND ARC FOR
MAXIMUM COVERAGE WITHOUT
OVERSPRAYING PAVED SURFACES; INSTALL
VAN NOZZLES WHERE NECESSARY.
6. EXTEND SLEEVES A MINUMUM OF 12" BEYOND
PAVING OR CURB INTO PLANT BEDS.
7. REFER TO IRRIGATION SPECIFICATION FOR
ADDITIONAL REQUIREMENTS.
ZONE SUMMARY
ZONE NUMBER GPM VALVE SIZE
14
21.0
1-1/2"
15
39.2
1-1/2"
16
36.3
1-1/2"
17
30.9
1-1/2"
18
5.0
3/4"
ADO A D
ENVIRONMENTAL PLANN NG., PC
PORTLAND. OR 91223
P1i:103.224.1225 > YYW W.MEP-PC.GOM
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T:(503)239-7377
F:(503)239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BY LAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
PERMIT SET
Revisions:
3.25.15 FIELD ORDER 1
Date:
05.16.13
Scale:
AS SHOWN
Project No.:
AD 13108 / 323101
File Name:
Drawn By:
BR
Checked By:
LMB
Jurisdiction Approval:
REFERENCE ONLY
NOT APPROVED WITH THIS PERMIT
VIIGGl 11YG. 11\I\IVIl11V1� 1 V\I�-1 /1✓U
Sheet No.: LD 2.0
Al
PLANT NOTES:
1. REMOVE INVASIVE/ NON NATIVE SPECIES PLANTS AND
ROOTS PRIOR TO PLANTING. ADD 50% COMPOST AND
BLEND WITH 50% NATIVE SOIL LOCALLY FOR EACH PLANT
AND TREE PLANTED.
2. IN SOME AREAS OF THE SITE, SOILS MAY HAVE BEEN
DISTURBED BY PAST FILLING AND/OR GRADING ACTIVITIES
IN THESE AREAS SOILS MUST BE PREPARED
APPROPRIATELY FOR PLANTING. REMOVE FILL AND
OTHER NON -SOILS INCLUDING ASPHALT AND PACKED
GRAVEL.
3. NEW PLANTINGS SHOULD BE INSTALLED BETWEEN
FEBRUARY 1ST AND MAY 1ST OR BETWEEN OCTOBER 1ST
AND NOVEMBER 15TH. PLANTS INSTALLED AT OTHER
TIMES OF THE YEAR WILL NEED ADDITIONAL MEASURES
TO INSURE PLANT SURVIVAL.
4. PLANTINGS SHALL BE MULCHED TO A MINIMUM DEPTH
OF 3 INCHES AND 18 INCHES IN DIAMETER.
5. COMPLIANCE WITH TMC(s) 18.620, 18.745, AND 18.790
WILL BE REQUIRED AT THE TIME OF BUILDING PERMIT.
6. PARKING SPACES AVAILABLE: 35
PARKING TREES REQUIRED: 5
PARKING TREES PROVIDED: 5
7. MITIGATED TREES:
NATIVES: 0 REMOVED/ 18 IN DESIGN
ORNAMENTALS: 0 REMOVED/ 23 IN DESIGN
8. CONTRACTOR SHALL SOURCE AND PROVIDE TWO (2)
MATCHING PLANTER POTS, COMPLETE WITH PLANTING
SOIL, DRIP IRRIGATION AND PLANTS AS SHOWN.
COORDINATE WITH LANDSCAPE ARCHITECT FOR FINAL
POT SELECTION.
• POTS TO BE HEAVY DUTY CERAMIC, WITH DRAINAGE
HOLES IN BOTTOM
• MANUFACTURER: CHAMPA (206) 762-8395 OR
APPROVED
• STYLE/ SIZE: "RUSTIC MYSTERY, LARGE", "CHAM
LOTUS PETAL, LARGE" OR APPROVED
• FINISH: "RUSTIC", BRONZE OR DARK BROWN.
• VERIFY AVAILABILITY AND PROVIDE PHOTOS TO
LANDSCAPE ARCHITECT FOR FINAL APPROVAL PRIOR
TO PURCHASE.
• RECOMMENDED LOCAL SOURCE FOR POTS:
TERRA CASA, (503) 577-8242
• PROVIDE IRRIGATION COMPONENT AND PLANTING
SOIL INFORMATION BASED ON POT SELECTION TO
LANDSCAPE ARCHITECT FOR APPROVAL.
RETAINING WALL,
SEE CIVIL DRAWINGS
"v
3/8" GRAVEL W/ FINES
COMPACTED TO 95%
PERMALOC PERMASTRIP
ALUMINUM EDGING, TOP OF
EDGING 1/4" MAX. ABOVE
PAVEMENT SURFACE
FILTER FABRIC
j1-12" ALUMINUM STAKES
a a // / \//\ 95% COMPACTED
SUBGRADE
NOTES:
1. SLOPES VARY - SEE CIVIL DRAWINGS
2. EDGE TREATMENTS VARY, SEE PLANS FOR WALL LOCATIONS, USE EDGING BOTH
SIDES OF WALKWAY WHEN RETAINING WALL IS NOT ADJACENT TO WALK.
3. STRUCTURAL SOIL TO BE INSTALLED IN AREAS INDICATED ON PLANS. SEE
DETAILS, CIVIL AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
GRAVEL WALKWAY
SCALE: 3/4"= V-0"
L11
LANDSCAPE PLANTING PLAN - PAD B
EQ NOTE: CHECK LEGEND
FOR SPACING REQ.
—LOCATION OF
/ \ F- GROUND COVER
PLANT TYPICAL.
GROUNDCOVER PLANTING DETAIL
SCALE: N.T.S.
REMOVE BURLAP FROM TOP
Y3 OF ROOTBALL
2" DEEP RAINWATER COLLECTION
BASIN MULCH TO GRADE.
2" BARK MULCH WHERE SPECIFIED
PREPARED PLANTING SOIL
EXISTING SOIL
COMPACTED PLANTING SOIL
ROOTBALL SIZE
SHRUB PLANTING DETAIL
SCALE: N.T.S.
SCALE: 1"= 20'-0"
PLANT LEGEND
TREES
SHRUBS
SYMBOL NAME QTy, SIZE TYPE
SYMBOL NAME OTY. SIZE TYPE
18
" EXISTING DECIDUOUS TREE W/ TREE PROTECTION BERBERIS THUNBERGII 34 3 GAL. CONTAINER
CRIMSON PYGMY BARBERRY
M EXISTING CONIFEROUS TREE ® BERBERIS THU NBERGI PATROPURPU REA' 6 3 GAL. CONTAINER
1/ RED BARBERRY
n
ACER CIRCINATUM 4 7'-8' HT. 3 TRUNK MIN. ® CORNUS SERICEA'kELSEYI' 24 3 GAL. CONTAINER
VINE MAPLE KELSEY RED OSIER DOGWOOD
ACER RUBRUM'BOWHALL' 1 3" CAL. B&B t GAULTHERIA SHALLON 7 3 GAL. CONTAINER
BOWHALL RED MAPLE O SALAL
16
ACER RUBRUM'SCARSEN' 8 3" CAL. B&B O ILEX CRENATA CONVEXA -2* 18"-21" CONTAINER
SCARLET SENTINEL MAPLE CONVEXA JAPANESE HOLLY
ALNUS RUBRA 3 2.5" CAL. B&B MAHONIA AQUIFOLIUM 54 5 GAL. CONTAINER
RED ALDER 0 OREGON GRAPE
CHAMAECYPARIS NOOTKATENSIS 2 7'-8' HT. B&B 6 MAHONIA AQUIFOLIUM COMPACTA 131 3 GAL. CONTAINER
ALASKA CEDAR DWARF MAHONIA
15
CORNUS KOUSA 4 3" CAL. B&B MISCANTHUS SIN ENSIS'PURPURASCENS' + 3 GAL. CONTAINER
KOUSA DOGWOOD 4' BRANCH HT. Q FLAME GRASS
FRAXINUS PENNSYVANICA'URBANITE' 7 4" CAL. B&B PHYSOCARPUS OPULIFOLIUS 19 5 GAL. CONTAINER
URBANITE ASH NINEBARK
PARROTIA PERSICA'VANESSA' 2 3" CAL. B&B PIERIS JAPONICA 44 21"-24" CONTAINER
VANESSA PERSIAN IRONWOOD SPECIMEN Y JAPANESE ANDROMEDA
TSUGA MERTENSIANA 9 6'-8' HT. B&B ® POLYSTICHUM MUNITUM 18 3 GAL. CONTAINER
MOUNTAIN HEMLOCK WESTERN SWORD FERN
PRUNUS LAUROSERASUS'SCHIPKAENSIS' 12 3 GAL. CONTAINER
GROUNDCOVERS & VINES �J SKIP CHERRY LAUREL
SYMBOL NAME OTY. SIZE SPACING ® RIBES SANGUINEUM 34 5 GAL. CONTAINER
RED FLOWERING CURRANT
37
AJUGA REPTANS EST 1 GAL 18"O.C. ® SPIREA BUMALDII'FLAME' 3P Al 3 GAL. CONTAINER
\\\: BUGLEWEED FLAME SPIREA
53
ARCTOSTAPYLOS UVA-URSI EST 1 GAL. 18"O.C. O VIBURNUM DAVIDII 69 zt 3 GAL. CONTAINER
KINNICKINNICK DAVID VIBURNUM
FRAGARIA VESCA EST 1 GAL. 18"O.C.VIBURNUM TINUS 44 5 GAL. CONTAINER
(Il
WILD STRAWBERRY LAURESTINUS VIBURNUM
39
HEMEROCALLIS� EST 1 GAL. 18"O.C. 0 PENNISETUM ALOPEDUROIDES'HAMELNS' 83 3 GAL. CONTAINER
DAYLILY DWARF FOUNTAIN GRASS
PARTHENOCISSUS A. 'TROKI' PPAF #8152 8 1 GAL. 8' O.C.
RED WALL VIRGINIA CREEPER
® LONICERA PERICLYMENUM'INOV 86' #21839 2 2 GAL. STAKE
Al Peaches and Cream Honeysuckle TO POSTS
MACDONALD
ENVtROMMENTAL. PLANNING.: PC
PORTLAND. OR 97223
PH: S03-224-1225 " W W w. N EP4w-=M
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T: 503 239-7377
F: 503 239-7327
www.ADarchitects.com
ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF
SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR
ARRANGEMENTS WITHOUT THE WRI TEN PERMISSION
OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS
PROHIBITED BY LAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
PERMIT SET
Revisions:
zt 3.25.15 FIELD ORDER 1
Date:
05.16.13
Scale:
1" = 20'-0"
Project No.:
AD 13108 / 323101
File Name:
Drawn By:
BR
Checked By:
LMB
Jurisdiction Approval:
REFERENCE ONLY
NOT APPROVED WITH THIS PERMIT
Sheet No.: LD 3.1
0
4
52
GENERAL STRUCTURAL NOTES
SICxN / CONSTRUCTION
The structural design and documentation are based on the 2010 Oregon Structural
Specialty Code (055C). The structural documents are to be used in conjunction with
the architectural drawings, mechanical drawings, and the project specifications. The
contractor Is responsible for coordination of all documentation and is to bring
discrepancies to the attentiong
document
of the architect / engineer for clarification /
direction.
The stability of the structure is dependent on the completed condition. The
contractor Is reponsible for temporary bracing during construction.
DESIGN LOADS
in addition to the structural dead loads, the following live loads and design criteria
were used:
Roof:_ 25 per + snow drift / mechanical
Floors:. ..... ............. 100 psf
Retaining Walls
Restrained Retaining Wall ......... ------_55 pcf (equivalent fluid pressure)
Non-Restralned Retaining Wall .......... ..35 pcf (equivalent fluid pressure)
Soil Bearing Pressure ........ _.__--_---_--- 2000 psf (Total Load)
0 Geocon Northwest report / recommendation dated February 16, 2001
Wind ......
................. 95
sec mph (3 gust)
Exposure B
Iw 1.0
Seismic_----- .................... .... . Occupancy Catagory II
Site Class - D
Seisimic Design Category - D
Ss = 0.951 Si = 0340
SDs = 0.110 SDI = 0390
SPECIAL INSPECTIONS
1. Special inspections are to be performed by a qualified independent special
inspector and shall conform to Section 109 and Chapter 11 of the 2010 Oregon
Structural Specialty Code (OSSC).
2. Inspections are to be continuous or periodic as defined by IBC Chapter 11:
Steel (OSSC table 11043)
a. During the welding of all members or connections except as noted In IBC
Table 11043.
Concrete (OSSC table 1104.4)
a. Periodic inspection of reinforcing steel.
b. Periodic inspection during the placing of reinforcing steel.
c. Periodic verification of the use of the required design mix.
Special Cases
a. During grouting of adhesive anchors and reinforcing bars, Simpson 'SET -XP'
(ESR -2508), Powers 'PE1000+' (ESR -2583), or HIM 'HIT-HY-150' (ESR -2262).
The special inspection shall comply with section 1104 of the code.
3. The special Inspection requirements are equally applicable to prefabricated as
well as bidder designed construction.
4. Any items failing to meet the project specifications shall be Immediately brought
to the attention of the architect and structural engineer.
5. The special Inspector shall provide a copy of their report to the owner,
architect, structural engineer, contractor, and building official as each test Is
completed.
STRUCTURAL OBSERVATIONS
1. Structural observations by the englneer of record or his representative shall be
required at the following approximate times during construction:
a. During foundation construction, after reinforcement is In place, prior to
concrete pour.
b. Final observation after primary structural work complete, prior to cover by
finish materails.
2. The contractor shall notify the engineer of record four (4) calendar days in
advance of completion point requiring site observation.
GENERAL
I. These notes set minimum standards For construction. The drawings govern over the
General Notes to extent shown.
2. Contractor shall verify all dimensions and conditions on drawings and in the field.
Coordinate locations of openings through floors, roof and walls with architectural,
mechanical and electrical plans. Notify design agency of any discrepancies.
3. Mechanical equipment, mechanical and sprinkler piping larger than 2' diameter or
other items producing a hanger load over 500 shall be hung by a system
approved by the design agency. Any hanger producing a load over 2000 shall
have additional framing min Installed to transfer these loads to the main structural
beams or walls unless otherwise approved.
4. Shop drawings shall be required on reinforcing steel, structural steel, bidder and
designed window glazing systems and shall be reviewed prior to Fabrication.
CONCRETE - CAST IN PLACE
1. Average concrete strength as determined by job cast lab cured cylinders at 28
days (plus increase depending upon the plant's standard deviation as specified
1n AGI 318) shall be 3,000 psi for all uses.
2. Minimum Mix Requirements:
a. Maximum water -to -cement ratio: 0.50 for non -air entrained concrete, 0.46 for
air -entrained concrete, 0.42 for interior slabs.
b. Slump: 4 Inches. Deviation from design slump +1/2• to -i'. When concrete is to
be pumped, add plasticizers and provide a new mix design to Increase slump
to a pumpable mix. Do not add water.
c. Air Entrainment: Per AGI at all exterior slabs.
d. Admix: Water reducing admix (Pozzolith or equal) for all slabs.
e. Aggregate to be crushed rock
f. Sand Equivalent to be void of organic anic materials. 9
3. Place and cure all
concrete er ACI codes and standards.
4. Provide control Joints in all slabs on grade at 20'-0' o/c each way maximum unless
otherwise shown on plans. Provide control Joints In all exterior walks and slabs
per architectural requirements -
5. Sleeves, pipes or condults of aluminum shall not be embedded in structural
concrete unless effectively coated,
REINFORCING
1. All reinforcing steel for concrete to be grade 60 (grade 40 for ties) and shall
conform to OSSC standards and ASTM A615.
2. All welded reinforcing steel shall conform to ASTM A106.
3. Fabricate and Install reinforcing steel according to the 'Manual of Standard
Practice for Detailing Reinforced Concrete Structures' AGI Standard 315.
4. Provide 2'-0' x 2'-0' corner bars to match horizontal reinforcing in walls and
Footings at all corners and Intersections.
5. Lap all bars in intersecting Footings 2'-0' or 30 diameters, whichever is greater.
6. Splices in wall reinforcing shall be lapped 40 diameters.
1. Provide two 04 continuous bare at top and bottom of all walls unless noted
otherwise on plan.
8. All welded wire fabric shall conform to ASTM specification A-185.
a. All wire fabric shall be supplied and laid in Flat sheets and shall be chaired
to proper position in slabs.
9. Reinforcing shall not be bent or displaced for the convenience of other trades
unless approved by the structural engineer.
10. Minimum cover from concrete surfaces to reinforcing steel shall meet AGI
requirements.
Il. Electrical conduit shall be placed near center of slab.
WOOD FRAMING
1. All laminated beams to be 24F -V4 DF/DF (at simple span beams) and 24F -V8
DF/DF (at cantilever beams) per AITC specification. Appearance grade to be
Industrial.
2. All glue laminated members shall be notched, shaped and finished as per plans
and specifications and shall be fabricated with waterproof glues.
3. Erection of members shall conform to AITC specifications.
4. All lumber species and grades to be as follows:
a. Joists, beams and stringers ---------------- -------_Douglas Fir -Larch No. 2 (DF -L-2)
Fir -Larch No. 1 (DF -L -1)
< stringers 6x 4 rester ............. -DouglasL
IV. Beams
9 9
-..........._.. ... _.Dou las Fir -Larch arch No. 2 (DF -L -2)
c. 4x posts g
d. Posts 4 timbers 6x 4 greater ___--------------------- Douglas Fir -Larch No. 1 (DF -L M)
e. 2x4 etude....--- _._.........Douglas Fir -Larch No. 2 (DF -L-2)
f. Studs 2x6 4 greater ------ ............------------------ Douglas Fir -Larch No. 2 (DF -L-2)
g. Top and Bottom Plates_ .... ......................._Douglas Fir -Larch / Any Grade
h. Sills, ledgers, plates, etc. embedded In or
in contact with concrete ........... ------------- -----Press treated DF -L 02
1. Bucks, blocking , bridging 4 misc-.. ---- -_ _DF -L 03 or Hem Fir S
5. Block solid between Joist and rafters at bearing lines. Crossbridge Joists 2x12
and deepter at V-0' maximum on center.
6. Framing anchors, joist hanger, post caps, etc. to be 'Simpson' or approved equal.
1. All bolt heads and nuts bearing on wood to be provided with an oversized
we sher.
S. All nailing to be per table 2304.9.1 of the OSSC. Nails called for on the drawings
are to be common. WOOD SCREW ALTEWATES
ad 0.1314, x 2111/2' 06 x 211/2' 0.13e'0
10d 0.1484, x 3' 08 x 3' 0.164'0
16d 0.162'4 x 31/2' 08 x 31/2' 0.164.0
9. Cutting and notching of Joists not allowed. I' diameter hole may be drilled in the
center I/3 of the member depth
All other holes to be approved.
p pp
10. Studs may be notched in the lower I/5 of the height of stud for electric and
plumbing pipes, but no part of notch is to be deeper than 25% of width of stud.
Holes of diameters up to 1/3 of width or stud may be drilled In studs but not In
center 1/3 of their height.
11. Sheathing to be APA rated with exterior glue, nominal size as noted on the
drawings. Install roof and floor sheathing with face grain perpendicular to
supports and stagger end joints. Install wall sheathing either horizontal or
vertical and block all edges of sheathing with 2x4 or thicker blocking.
SHEAR WALL SCHEDULE
MA
SHEATHING
NAILING
FDN ANCHORS
❑A/2'
APA RATED SHEATHING
8d 64' o/c EDGES
Sd 612' o/c FIELD
5/B'4 x 10' A. BOLTS
e48' o/c
I. 1/2' (nominal) sheathing to be either 316' APA rated or 1b/32' APA rated sheathing.
2. Block all edges of sheathing panels w/ 2x4 (min) flat blocking.
3. Install anchor bolt within P-0' of each and of shear panel per IBC.
4. Shear panel framing Is to 16' o/c, unless otherwise noted.
5. All nails to be common.
6. Anchor bolts shall have a 1/4 x 3 x 0'-3' iE washer (Simpson 'BPS' or sim) between the sill E and the
nut, center anchor bolt on sill E. fE washer to be 1/2' min from face of wall sheathtnq.
HOLDOWN SCHEDULE
MARK
TYPE
COLUMN
ATTACHMENT
ANCHOR
REMARKS
OI
SIMPSON 'HDU2-5DS2B'
DOUBLE STUD
(MINIMUM)
(6) SIMPSON
'SDS1/4x21/2' SCREWS
SIMPSON
'SSTB16'
IS
S3
la
SIMPSON 'HDU4-SDS2.5'
DOUBLE STUD
(MINIMUM)
(10) SIMPSON
'SDS'/4x21/2' SCREWS
SIMPSON
'58T516'
IS
153
O
SIMPSON 'HDUiI-SD52B'
6x6 POST
(MINIMUM)
(30) SIMP50N
'SDS1/4x21/2' SCREWS
I'4 THR'D ROD
11
S3
OSIMPSON
'CMSTCI6' STRAP W/ 8d e3' o/c. LAP BEAM / HEADER 2'-0' MINIMUM. LAP WALL STUDS
4'-0', PROVIDE 4x BLOCKING BETWEEN STUDS.
PREFABRICATED ROOF JOISTS
1. All roof members shall be manufactured by RedBUILT (formerly the commercial
division of Trus Joist).
2. All Joists shall conform to all provisions of the 2010 Oregon Structural Specialty
Code.
3. Joist shall not exceed a live load deflection of L/360 or the working stresses as
shown In the 2010 OSSC standards for appropriate materials For the loads
indicated on the drawings.
4. Joist manufacturer shall furnish complete engineering shop drawings with
substantiating calculations sealed b an Oregon registered professional.
9 y 9 9
5. a. RED -1 series:
Manufacturer shall furnish all hangers, end and intermediate stiffeners,
blocking and/or shear panels, and metal bridging assemblies as required
to provide a complete floor or roof structural system.
b. Parallel strand lumber (PSL), Laminated veneer lumber (LVL), and Laminated Strand
Lumber (LSL) to be manufactured from Western Species Lumber per manufacturer's
specifications with the following stress ratings:
1. Parallam (PSL) Fi, = 2900 psi
F„ = 290 psi
E = 2,000,000 psi
If. Microllam (LVL) Fh = 2600 psi
F„ = 285 psi
E = 1000000 psi
III. Timber Strand (LSL) Fb = 2250 psi
F„ = 285 psi
E = 1,100,000 psi
6. Manufacturer shall coordinate location, size and weight of mechanical equipment
with mechanical engineer and contractor. Verify location and size of duct
9 y
openings. Provide additional Joists as necessary.
1. All bridging, bearing hardware, blocking, hangers, etc. that connect to the Joists
shall be per Red Built standard details.
8. Erector shall exercise extreme care during erection of Joists to prevent them
from buckling laterally. Provide lateral bracing as necessary.
STRUCTURAL AND MISCELLANEOUS STEEL
1. Detailing, fabrication and erection shall conform to the Steel Construction Manual
of AISC.
2. All structural steel columns / beams to be grade 50, all other steel to be A36.
3. All welds to be made by Certified Welders to AWS Standards with E10XX
electrodes.
4. Bolts to be A301 unless noted otherwise.
5. All structural tubing to be ASTM A500 Grade B fy = 46 ksi.
6. All pipe to be ASTM A53, Type E or S, Grade B.
1. Do not oversize drilled or punched holes with burning torch.
COLUMN SCHEDULE
MARK
COLUMN
BASE PLATE / A. BOLTS
SI
HSS 5 x 5 x 025
fE 5j9 x II x 0'-11' W/ (4) Ns'4 M. BOLTS, UN -O.
OI
DF -L 01 6x6
51MP50N 'BC60'
O2
DF -L 02 4x6
SIMPSON '5C460'
rOT(4)Zro
POSTS
SEE DETAIL 2053
FOOTING SCHEDULE
MARK
SIZE
REINFORCING
REMARKS
OA
P-6' x 10' CONT
(2) 04 CONT
14
S3
O
5'-6' x 5'-6' x 12'
(8) 05 EACH WAY
16
53
C
4'-0' x 4'-0' x 10'
(5) 05 EACH WAY
INDICATES SHEAR WALL MARK
OD
2'-6' x 2'-6' x 10'
(3) 05 EACH WAY
20
S3
C�
n �
ROOF FRAMING PLAN
is'=1'-0'
E
DRAWING
NOTES
1.
O
INDICATES FOOTING MARK
2.
O
INDICATES COLUMN MARK
3.
O
INDICATES HOLDOWN MARK
4.
QA
INDICATES SHEAR WALL MARK
5.
GJ.
CONTROL JOINT. SEE PLANS DETAILS, AND ARCHITECTURAL
DRAWINGS FOR ADDITIONAL INFORMATION.
6. FT77 INDICATES 2x6 616' o/c (UNLESS NOTED OTHERWISE) STUD WALL.
KEY NOTES
�j No' APA RATED (48/20) SHEATHING. ATTACH SHEATHING W/
10d 66' EDGES, 10d 612' FIELD.
❑2 UNLESS NOTED OTHERWISE,
ALL BEAMS / HEADERS IN BEARING WALLS TO BE 4x12:
PROVIDE 2x TRIM STUD AND FULL HEIGHT KING STUD. NAIL BEAM TO TRIM STUD W/
10d TOE NAIL EACH SIDE. NAIL KING STUD TO BEAM W/ (4) 16d.
❑3 HEADERS IN CURVED BEARING WALL TO BE (2) 2x10:
PROVIDE 2x TRIM STUD AND FULL HEIGHT KING STUD. NAIL BEAM TO TRIM STUD W/
10d TOE NAIL EACH SIDE. NAIL KING STUD TO BEAM W/ (4) 16d.
® FABRIC COVERED AWNING (BY OTHERS). COORDINATE BACKING REQUIREMENTS
WITH AWNING MANUFACTURER
CANOPY. SEE DETAIL (10/53) 4 ARCHITECTURAL DRAWINGS.
® 4' SLAB ON GRADE. PROVIDE 03 (or 04) 632' o/c EACH WAY (11/4' CLEAR TOP).
04 x 4'-0' 645- AT ALL CORNERS.
® BRACE PARAPET, SEE (2/52) FOR BRACING REQUIREMENTS.
I9I BRACE PARAPET AT CURVED WALL PER (2/62).
DRILL 4 EPDXY 04 x 2'-0' REINFORCING BAR INTO EXISTING FOUNDATION WALL PER
Q10 SIMPSON 'SET -XP' or 'AT -XP' REQUIREMENTS (4' EMBED, SPECIAL INSPECTION NOT
REQUIRED). PROVIDE (2) 04 BARS eFOOTING 4 (2) 04 BARS eSTEM WALL (MATCH -
HORIZONTAL
HORIZONTAL REINFORCING).
Ii SIMPSON 'HDU4-SDS2B' HOLDOWN, SEE SCHEDULE FOR ADDITIONAL INFORMATION.
ATTACH TO FOUNDATION W/ 4/01 THREADED ROD. DRILL 4 EPDXY ROD PER
SIMP50N 'SET -XP' REQUIREMENTS (10' EMBED, SPECIAL INSPECTION REQUIRED).
R� 13'-I1' 13'-3' 16'-8' 15'-11' \Zi �, 12'-3' 14'-5' I V-1' 24'-10'
FOUNDATION PLAN
1/a'=1'-0'
NGINEE
12,187
-o
�N E. NO? -o;/
EXPIRES. 12/31/14
NORDLING
STRUCTURAL
ENGINEERS, LLC
6775 S4 :11th. S:r.te 200 Beaverton OR. 97003
503.921.5901
ANDERSON
DABROWSKI
ARCH ITECTS
LLC
Portland Office:
1430 SE 3rd Ave, Ste 200
Portland, OR 97214
T:(503)239-7377
F: (503) 239-7327
www.ADarchitects.com
ALL IDEAS,DESIGNS, ARRANGEMENTS, DRAWINGS, AND
PLANS SET FORTH ON THESE SHEETS ARE OWNED BY
AND ARE THE PROPERTY OF ANDERSON DABROWSKI
ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE
OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS,
AND/OR ARRANGEMENTS WITHOUT THE WRITTEN
PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,
LLC. IS PROHIBITED BY LAW.
RED ROCK CENTER
BUILDING B
SW 72ND AVE AT SW DARTMOUTH ST
TIGARD, OR
CONSTRUCTION DOCUMENTS
Revisions:
A25 March 2015
FIELD ORDER 01
Date: 05.16.13
Scale: varies
Project No.: 12-403 (AD 12109)
File Name: Sl Plans 4 Notes
Drawn By: JHW
Checked By: JEN
Jurisdiction Approval
Sheet Title:
GENERAL NOTES
FOUNDATION & FRAMING
PLANS
Sheet No.: S1