17-104211SPECIAL NOTE:
HEIGHTS SHOWN ARE BASED ON AN
ASSUMED EXISTING PLATE HEIGHT OF
101-0". PLATE HEIGHT TO BE VERIFIED
PRIOR TO CONSTRUCTION
1 REAR ELEVATION
A1.1 1/4 11-011
12 / ///
12// &
LL
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CC
s FRONT ELEVATION
A1.1 1/4 = 11-011
0
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2 SIDE ELEVATION
A1.1 1 /4 = 1 -0
4 SIDE ELEVATION
A1.1 1/4 1 0
0
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GENERAL NOTES
1. ALL STUCCO TO BE INTEGRAL COLOR, 3-COAT
APPLICATION OVER EXPANDED METAL LATHE OVER
(2) LAYERS GRADE "D" BUILDING PAPER OR
ASPHALT IMPREGNATED PAPER, APPLY STUCCO
PER MFR SPECS AND DETAILS.
2. STUCCO FINISH TO BE MEDIUM SAND FLOAT.
2
3. STUCCO ALTERNATIVE: IN SUBSTITUTION FOR THE
3-COAT INTEGRAL SYSTEM, HARDIE-PANEL
"STUCCO" SIDING MAY BE PROVIDED. INSTALL PER
MRF. RECOMMENDED DETAILS
KEYED NOTES
0 1x6 STUCCO TRIM, COLOR: WHITE
0 1x8 STUCCO TRIM, COLOR: WHITE
O3 STUCCO SYSTEM, COLOR: DUTCH BROS GREY
O4 STUCCO SYSTEM, COLOR: DUTCH BROS BLUE
O5 STANDING SEAM METAL ROOF VENTED RIDGE CAP, COLOR:
CUSTOM DUTCH BROS BLUE
O6 3" COMPENSATING GABLE, COLOR: CUSTOM DUTCH BROS BLUE
O7 12" STANDING SEAM ROOF PANEL, COLOR: CUSTOM DUTCH BROS
BLUE
O8 PRE -FINISHED PARAPET CAP FLASHING, COLOR: CUSTOM DUTCH
BROS BLUE
O9 LIGHTED SIGN, INSTALLED BY SIGN CONTRACTOR, COORDINATE
ELECTRICAL J-BOX AND BLOCKING REQUIREMENTS
10 STAINLESS STEEL SERVICE TRAY, OWNER FURNISHED,
CONTRACTOR INSTALLED
12 METAL SCUPPER, COLOR: MATCH ADJACENT WALL COLOR
13 3x2 METAL DOWNSPOUT, COLOR: MATCH ADJACENT WALL COLOR;
TAPER BOTTOM AWAY FROM BUILDING
14 EXTERIOR DOOR, FINISH DUTCH BROS GREY
15 CUSTOM FLAG, PROVIDED BY OWNER, INSTALLED BY CONTRACTOR
16 6" STEEL PIPE BOLLARD WITH PLASTIC SLEEVE, COLOR: DUTCH
BROS BLUE, RE: STRUCTURAL. SLEEVE PROVIDED BY OWNER
17 3" TALL STEEL "CLEARANCE" SIGN, COLOR: DUTCH BROS BLUE WITH
WHITE VINYL LETTERS
8 vv l vlvl PAINTEE) I HEIr J I LIYI.i ,
19 ADDRESS NUMBERS: HEIGHT AND LOCATION PER LOCAL
JURISDICTION
oA AEt-Iv4C Ehi BReS- He' IT- -FIXTURE
22 BACKLIT MENU BOARD, OWNER FURNISHED CONTRACTOR
INSTALLED (INCLUDING ELECTRICAL). APPROX 30"X42"H
23 EXISTING ACCESS RAMP TO REMAIN
24 11" WIDE STUCCO TRIM, COLOR: WHITE
25 WALL MOUNTED BLUE DOWN LIGHT. OWNER FURNISHED
CONTRACTOR INSTALLED
AppROVED
PLANNING (c�>
rity of Federal Way 6✓1
povewpmw
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permd
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IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH, THEN THE
DRAWING IS NOT TO SCALE
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PROJECT NO:
P-2099-16
DRAWN:
GJC
CHECKED:
RCC
DATE:
01-30-17
URT/SC
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AUG 2 9 2017
CfTy COM UNITY FEDERALLE PMEN?
5/8" TYPE 'X' GYPSUM BOARD APPLIED
HORIZONTALLY w/ 1 1/4" TYPE W
SCREWS @ 7" o.c. EACH WAY
(E) 2x STUDS @ 16" o.c.
R-21 BATT INSULATION
FIBERGLASS REINFORCED
PANELS (RFP) WITH PLASTIC
'J' AND 'H' TRIM PER MFR
CONFIRM MIN. 7/16" SHEATHING
PER STRUCTURAL PLANS
INTEGRAL COLOR
STUCCO SYSTEM
6 MIL VAPOR BARRIER
TO WARM SIDE
WA1 WOOD STUD EXTERIOR WALL
LOAD BEARING, NON -RATED
1 FIXTURE FLOOR PLAN
A2.1 1 /4" = 1'-0"
5/8" TYPE 'X' GYPSUM BOARD APPLIED
HORIZONTALLY w/ 1 1/4" TYPE W
SCREWS @ 7" o.c. EACH WAY
2x4 STUDS @ 16" o.c.
R-13 BATT INSULATION
FIBERGLASS REINFORCED
PANELS (RFP) WITH PLASTIC
'J' AND 'H' TRIM PER MFR
NOTE: PROVIDE ACRYLIC CAULK
SEALANT AT PERIMETER OF ALL WALLS
WA2 WOOD STUD INTERIOR WALL
NON -LOAD BEARING, NON -RATED
FIXTURE SCHEDULE
OIRP ICE CADDY 11 ON CASTERS BELOW COUNTER.
FLOOR SINK BELOW
2
O2 ESPRESSO MACHINE - LA MARZOCCO LINEA 3
GROUP SPECIAL NOTE:
ALL EXISTING DIMENSIONS SHOWN OR
0 MAZZER MAJOR AUTOMATIC COFFEE GRINDER IMPLIED ARE APPROXIMATE AND TO BE FIELD
VERIFIED BY CONTRACTOR PRIOR TO
O CASH DRAWER BELOW COUNTER ORDERING MATERIALS AND CONSTRUCTION
O5 HAND SINK - ADVANCE TABCO - DI-1-10 WITH FISHER
3515
O6 VITAMIX ADVANCE ON -COUNTER BLENDER, TYP.
O7 TAYLOR 340 FREEZE MACHINE. PROVIDE 6"
CLEARANCE ALL SIDES
8O 3-COMPARTMENT SINK - REGENCY MDL#
DI-3C-101410; FURNISH FAUCET w/ SPRAYER
OMOP SINK - ZURN Z1996-24 MOP SERVICE BASIN OR
FIAT MSB2424 WITH CHICAGO 897-RCF SERVICE
FAUCET
10 SHELVING - SEE PLANS AND ELEVATIONS
11 COOLER BOX, RE: REFRIGERATION CONTRACTORS,
INC.
12 NOT USED
13 6" x 28" DRAIN IN FRONT OF ESPRESSO STATIONS
14 WATER HEATER ON SHELF ABOVE MOP SINK - 20 GAL
w/100% RECOVERY
15 WATER SOFTENER ABOVE - ONLY WHERE REQUIRED
16 WATER SOFTENER BRINE TANK IN CABINET - ONLY
WHERE REQUIRED
17 BUNN WATER HEATER - MODEL H5X ELEMENT SST -
#43600.0026
1 g 5 7/8" x 5 7/8" KNOCK BOX, RE: HQ SUPPLIED
1 g 4" DIAMETER COUNTER GROMMET, TYP.
20 WATER FILTER - EVERPURE TWIN SERIES HEAD
(EV9272-24) USING AN MC2 FILTER (EV9612-56) AND
ESO SOFTENER CARTRIDGE (EV9607-25)
29 TRASH CAN BELOW
22 RECESSED FIRE EXTINGUISHER CABINET -
EXTINGUISHER TYPE 2A-10BC
23 STAND-UP ICE MACHINE - MANITOWOC IY-2176C
OVER F1300 ICE BIN (NO CASTERS); PROVIDE 8"
CLEARANCE AROUND SIDES AND TOP OF ICE MAKER
(TOP UNIT), 5" CLEARANCE AT REAR
24 DIPPER WELL AND FAUCET SUPPLIED BY DB HQ
25 6"x6" IN -COUNTER PITCHER RINSER SUPPLIED BY IDS
HQ
2g 6"x10"x2" DEEP DUMP SINK W/ PITCHER RINSER
IN -COUNTER
27 CUSTOM 14 GA. STAINLESS STEEL TABLES SIMILAR
TO ADVANCE TABCO WORK TABLES. OWNER
FURNISHED, CONTRACTOR INSTALLED
2
28 TAYLOR 342 FREEZE MACHINE. PROVIDE 3"
CLEARANCE ALL SIDES
29 STRONG SR-WMS-10U DATA RACK. MOUNT TOP OF
RACK 3" BELOW CEILING GRID. MAINTAIN
CLEARANCE TO SWING ENTIRE RACK COMPLETELY
OPEN (CLEAR SPACE SHOWN).
30 THERMOSTAT, RE: MECH PLANS
0
N
2'-6" x 6'-8" DOOR BY
COOLER BOX MFR
-
CONFIRM MIN. 7/16" SHEATHING
PER STRUCTURAL PLANS
I�
TUDS @ 16" o.c.
--— --
o
I
MILK CRATES - BY OTHERS 1
3ATT INSULATION
PROVIDE R-28
INSULATION UNDER
COOLER
H PER ROOM SCHEID
I
PRE-FAB INSULATED COOLER - —"
BOX PANELS, FINISH WHITE
I
WA3 WOOD STUD INTERIOR WALL
NON -LOAD BEARING, NON -RATED
3'-10 3/4" V-7 1/4'
6.-6„
2 COFFEE STAND FLOOR PLAN
A2.1 1/4" = 1'-0"
COOLER NOTES
COOLER INSULATION VALUES FOR WALLS, CEILING,
AND DOORS SHALL BE MIN. R-25
AUTOMATIC DOOR CLOSERS SHALL BE PROVIDED
THAT FULLY CLOSE WALK-IN DOORS THAT HAVE BEEN
CLOSED TO WITHIN 1 INCH OF FULL CLOSURE
DOORWAYS SHALL HAVE STRIP DOORS, CURTAINS,
-------------
SPRING -HINGED DOORS OR OTHER METHOD OF
MINIMIZING INFILTRATION WHEN DOORS ARE OPEN
G ----
COOLER BOX MFR F
d I
BILL ROGERS - - -'
REFRIGERATION CONTRACTORS, INC. H \ OE
17246 NE SAN RAFAEL ST.
PORTLAND, OR 97320 / N
(503)257-8668 A
A4.1
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1
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A4.1
(2) V-11" x 5'-7' GLASS DOORS
BY COOLER BOX MFR
2 WALL TYPES 4 PRE-FAB COOLER BOX
A4 1 1 /2" = 1'-0" A2.1 1 /2" = 1'-0"
1'-6" MIN. CLR
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5'-0"
M115 Y
GENERAL NOTES
1. GRAB BAR SPECIFICATION PER ICC
A117.1-2009 SECTIONS 604.5 AND 609; DESIGN
WITH BLOCKING TO WITHSTAND 250 Ib LOAD
APPLIED AT ANY POINT ON THE BAR.
2. PROVIDE DOOR SIGNAGE PER ICC
A117.1-2009 SECTION 703; MOUNT SIGN 48" TO
60" A.F.F. MEASURED TO THE BASELINE OF
THE CHARACTERS; DOOR MOUNTED SIGNS
SHALL BE PERMITTED ON THE PUSH SIDE OF
DOORS WITH CLOSERS AND WITHOUT
HOLD -OPEN DEVICES.
3. RE:'A4.3' FOR INTERIOR FINISH MATERIALS.
4. OPERABLE PARTS SHALL BE OPERABLE WITH
ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE
WRIST. THE FORCE REQUIRED TO ACTIVATE
OPERABLE PARTS SHALL BE MAX 5 Ibs.
5. PROVIDE SOLID BLOCKING BEHIND ALL WALL
MOUNTED EQUIPMENT AND FIXTURES.
6. REFER TO DOOR AND WINDOW SCHEDULE ON
SHEET 'A4.3'.
FIXTURE SCHEDULE
OA 30" x 48" CLEAR FLOOR SPACE AT LAV
OB 60" x 66" CLEAR FLOOR SPACE AT TOILET
OC 60" 0 TURNING CIRCLE
OD ALLOWABLE ENCROACHMENT OF DOOR SWING
co INTO TURNING RADIUS
OE FLOOR -MOUNTED TOILET - KOHLER ADA K-3493
w/ VALVE TO APPROACH SIDE - SEE PLUMBING
DRAWINGS
OVE6
TOILET PAPER DISPENSER SHALL BE MOUNTED
3
BETWEEN 7" AND 9" IN FRONT OF WATER
CLOSET; OUTLET OF DISPENSER SHALL BE
LOCATED BETWEEN 15" AND 48" A.F.F.; THERE
TNNING AND 12" MIN. ABOVE THE GRAB AIR PER IOCC
.N.• A117.1-2009. OWNE F RN ED CONTRACTOR
.,Ity of Federal Way INSTALL �jt'7��f
f CotWunity Develo ent„ 36" MIRROR � ✓
H ULATED PIPE COVER PER ICC A117.1-2009
j RAB BARS PER ICC A117.1-2009 SECTIONS
604.5 AND 609
FtOeR SPAeE if! FRONT OF
ELECTRICAL PANEt
STORAGE eABINET
1 � d L
O MOP SINK - ZURN Z1996-24 MOP SERVICE BASIN
OR FIAT MSB2424 WITH CHICAGO 897-RCF
SERVICE FAUCET; RE: PLUMBING DRAWINGS
OM IRRIGATION CONTROL BOX, WHERE REQUIRED
n LL HUNG ADA COMPLIANT HAND SINK -
✓ANCE TABCO 7-PS-23 DIRECT CONNECT w/
\P IN WALL
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH, THEN THE
DRAWING IS NOT TO SCALE
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PROJECT NO: P-2099-16
DRAWN: GJC
CHECKED: RCC II
DATE: 01-30-17 II
FLOOR PLAN
A2.1
RESUBMITTED
AUG 2 9 2017
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GENERAL CIVIL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO WSDOT AND APWA, AS WELL AS ALL
APPLICABLE STATE, CITY, AND COUNTY REGULATIONS AND STANDARDS. CONTACT
ENGINEER FOR DIRECTIVE IN THE EVENT OF CONFLICTING STANDARDS.
2. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH THE
GOVERNING AGENCY'S INSPECTOR AND SHALL CONFORM TO THAT AGENCY'S
CURRENT ENGINEERING STANDARD SPECIFICATIONS AND DETAILS.
3. THE GENERAL CONTRACTOR AND ALL THEIR AFFILIATES SHALL VERIFY ALL
DIMENSIONS, ELEVATIONS, AND LOCATIONS PRIOR TO CONSTRUCTION. IMMEDIATELY
NOTIFY ENGINEER OF ANY DISCREPANCIES.
4. ALL CONSTRUCTION STAKING, GRADE SURVEYING, AND HORIZONTAL LAYOUT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED BY A
PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON;
COORDINATE WITH ENGINEER PRIOR TO CONSTRUCTION.
5. ALL EXISTING UTILITIES IDENTIFIED IN THIS PLAN SET ARE NOT INTENDED TO BE EXACT
OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY
ALL UTILITIES AND PROTECT AS REQUIRED DURING THE COURSE OF CONSTRUCTION.
CALL THE "WASHINGTON UTILITY NOTIFICATION CENTER" AT 1-800-424-5555 (OR 811) TO
LOCATE EXISTING UTILITIES, 48 HOURS BEFORE DIGGING.
6. CONTRACTOR SHALL NOTIFY ALL APPLICABLE REGULATORY AGENCIES AND UTILITY
COMPANIES 48 HOURS PRIOR TO BEGINNING WORK.
7. ALL BASE ROCK PLACED UNDER PAVEMENT AND IN UTILITY TRENCHES SHALL
CONFORM TO THE WSDOT STANDARDS FOR CONSTRUCTION.
8. ALL ASPHALT CONCRETE AND PORTLAND CEMENT CONCRETE PAVEMENT AND ITS
PLACEMENT SHALL CONFORM TO THE WSDOT STANDARDS FOR CONSTRUCTION.
9. ALL CONCRETE SHALL BE fc = 4000 psi @ 28 DAYS, 6% ENTRAINED AIR, 4" SLUMP
(UNLESS NOTED OTHERWISE).
10. ALL UTILITY SERVICES SHALL BE INSTALLED PER THE RESPECTIVE UTILITY CODES AND
STANDARDS.
11. ALL SERVICES SHALL BE ADEQUATELY MARKED AS TO IDENTIFY THE SIZE, TYPE, AND
DEPTH OF THE SERVICE. CONTRACTOR TO PROVIDE LOCATE WIRE/TAPE AS REQUIRED
BY THE APPLICABLE AGENCIES.
12. GAS, POWER, TELEPHONE, CABLE, AND FIBER OPTIC LINES SHALL BE INSTALLED BASED
ON THE PLANS AND SPECIFICATIONS PROVIDED BY THE APPLICABLE UTILITY
COMPANIES. APPROXIMATE UTILITY LOCATIONS HAVE BEEN PROVIDED ON THIS PLAN
SET AS A REFERENCE. CONTRACTOR SHALL COORDINATE TRENCH EXCAVATIONS,
CONDUIT INSTALLATIONS, BEDDING, BACKFILLING, AND INSPECTION REQUIREMENTS
WITH THE APPROPRIATE UTILITY REPRESENTATIVES.
13. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS -BUILT DRAWING OF ALL
UTILITY SERVICE INSTALLATIONS INCLUDING THE SERVICE SIZE, TYPE, DEPTH OF MAIN,
TYPE OF CONNECTION AT MAIN, INSTALLATION DATE, LOCATION, AND SKETCH (AS
APPLICABLE).
14. CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO COMMENCEMENT OF
ANY CONSTRUCTION ACTIVITIES.
15. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWING SUBMITTALS ON ALL
PERMANENTLY INSTALLED MANUFACTURED ITEMS.
16. HOLD SUB -GRADE ELEVATIONS DOWN 4" WITHIN LANDSCAPE AREAS RECEIVING
GROUND COVER AND/OR LAWN. REFER TO LANDSCAPE PLANS FOR ADDITIONAL
INFORMATION PERTAINING TO TOP SOIL REQUIREMENTS.
17. ALL PAINTED MARKINGS SHALL BE INSTALLED WITH FAST DRYING TRAFFIC LINE PAINT
APPLIED IN TWO SEPARATE APPLICATIONS PER WSDOT STANDARDS FOR
CONSTRUCTION.
18. SAND SEAL AND TACK ALL CUT ASPHALT EDGES WHEN PLACING NEW ASPHALT
ADJACENT TO EXISTING ASPHALT.
19. SEE PLAN SET FOR ADDITIONAL INFORMATION.
SITE PREPARATION NOTES:
CLEARING AND GRUBBING -
1 . ALL AREAS BELOW ROADWAYS, PARKING AREAS, AND WALKWAYS SHALL BE CLEARED
AND GRUBBED OF ALL PAVEMENT, FOREIGN MATTER, DEBRIS, ORGANIC AND
DISTURBED MATERIAL, (U.N.O.) STRIPPING DEPTHS WILL VARY DEPENDING ON
LOCATION AND PAVEMENT SECTION REQUIREMENTS. ALL EXPOSED MATERIAL SHALL
BE MOISTURE CONDITIONED TO WITHIN 2% OF OPTIMUM PRIOR TO PLACEMENT OF FILL
MATERIAL DESCRIBED BELOW.
2. ALL CLEARED AND GRUBBED MATERIAL NOT UTILIZED FOR THE PROJECT SHALL BE
REMOVED FROM THE CONSTRUCTION SITE. CONTRACTOR SHALL COORDINATE
APPROVED DISPOSAL LOCATION.
3. ALL HOLES, DEPRESSIONS, AND UNDISTURBED NATIVE MATERIAL SHALL BE CLEARED
OF ALL LOOSE AND ORGANIC MATERIAL PRIOR TO BACKFILLING WITH APPROVED
STRUCTURAL FILL.
4. AFTER CLEARING THE ABOVE MENTIONED AREAS, ALL EXPOSED SUB -GRADE SHALL BE
PROOF ROLLED WITH A LOADED DUMP TRUCK OR HEAVY NON -VIBRATORY ROLLER.
SOILS SHALL BE REMOVED AND RECOMPACTED OR REPLACED WITH APPROVED
IMPORTED STRUCTURAL FILL IF THEY DO NOT DEMONSTRATE A FIRM, UNYIELDING
CONDITION.
STRUCTURAL FILL PLACEMENT AND COMPACTION -
5. APPROVED STRUCTURAL FILL SHALL BE IMPORTED AND PLACED BENEATH AREAS
RECEIVING ASPHALT AND/OR CONCRETE PAVEMENT.
6. STRUCTURAL FILL MATERIALS SHALL BE APPROVED BY THE CIVIL ENGINEER OF
RECORD PRIOR TO IMPORTING. ALL FILL SHALL BE FREE OF ORGANIC AND EXPANSIVE
CLAY MATERIAL. ALL BASE ROCK SHALL CONFORM TO THE SPECIFICATIONS
IDENTIFIED IN THE PLAN SET.
7. STRUCTURAL FILL PLACEMENT LIFTS TO BE DETERMINED BY THE CIVIL ENGINEER OF
RECORD BASED ON MATERIAL PROPERTIES AND TYPE OF COMPACTION EQUIPMENT
USED. BASE ROCK PLACEMENT LIFTS SHALL NOT EXCEED 6". EACH LIFT SHALL BE
NEARLY EQUAL IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ASTM D698.
FILLS SHALL BE PLACED AT OR SLIGHTLY ABOVE THEIR OPTIMUM MOISTURE CONTENT.
UTILITY STATEMENT:
EXISTING UNDERGROUND UTILITIES ILLUSTRATED IN THESE PLANS ARE APPROXIMATED
BASED ON A FIELD SURVEY, OR HAVE BEEN LOCATED BY A UTILITY LOCATE COMPANY.
LAYOUT INDICATED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. ALL LINES
WITHIN PROJECTED WORK ZONE SHALL BE FIELD VERIFIED AS REQUIRED PRIOR TO
CONSTRUCTION.
SURVEY STATEMENT:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES, ALL
UTILITIES SHOWN WERE LOCATED FROM VISIBLE STRUCTURES AND PAINT IN THE FIELD.
DEMO - EXISTING CURB
NEW CURB
DEMO - UTILITY
UP EXISTING POWER - BURIED
SS EXISTING SANITARY SEWER
SD EXISTING STORM SEWER
TEL EXISTING TELEPHONE - BURIED
w EXISTING WATER
IRR NEW IRRIGATION
P NEW POWER - BURIED
TEL NEW TELEPHONE - BURIED /
DEMO EXISTING -CONCRETE
LOT t
DEMO EXISTING - ASPHALT
W LANDSCAPING _ W
CONCRETE - 321 Ts
'fs- - \ %
® RE -HEATED STAMPED ASPHALT
ASPHALT PAVING � I
6 ---
EXISTING POTHOLE \ 1 e �J /�¢ 1
Zi 3 _322 J/ / \ //
N ` 326
It
o / �
SYMBOLS(NEW):
❑-1 s
3 w u,
6
a WATER METER
a �
ON -SITE LIGHTING 41 / Jos
BICYCLE PARKING I / 60 / ti 5
(d; $zm PEDESTRIAN TRASH RECEPTACLE j � o � /
2 9 �\ `
g NEW POWER METER
8 10
SIGN
6
i
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SYMBOLS (EXISTING): G
EXISTING - HID TYPE ON SITE LIGHT I �'��i', i ; �` " f
EXISTING - LED TYPE ON SITE LIGHT I / / \ /
Y
® EXISTING - POWER HAND HOLE 6 UP UPUp I / /
® EXISTING - PARKING BUMPER I -� i ' i 1 .3�N 4 ❑5
� ( �4- .rim '/ / �
, �N
S EXISTING - TRAFFIC SIGNAL POLE / 7 F Frye
EXISTING POWER - TRANSFORMER/VAULT ❑ ❑ y / / �T� I co
ET EXISTING - TELEPHONE RISER / i / $tie- - - - e �3zs - _3za Q
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ABBREVIATIONS:
AC ASPHALT
CONC CONCRETE
DEMO DEMOLITION
(E) EXISTING
EG EXISTING GRADE DEMOLITION PLAN
FF FINISHED FLOOR C .O 1 = 20'
FG FINISHED GRADE
FL FLOW LINE
GB GRADE BREAK
GC GENERAL CONTRACTOR
IE INVERT ELEVATION A710ROVEDMUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PLANNING A
City of Federal (N) NEW DEMOLITION NOTES: l
l Way ,il
STD STANDARD 1❑ EXISTING ROOF OVERHANG AND ASSOCIATED COLUMNS TO BE REMOVED. Dept. of Comm Develop,
SW SIDEWALK ❑ EXISTING CONCRETE TO BE REMOVED AND RECYCLED. Permit #
T.O.C. TIME OF CONSTRUCTION 3❑ EXISTING ASPHALT TO BE REMOVED AND RECYCLED. By .�.
TYP TYPICAL ❑4 EXISTING BOLLARDS (19) UNDER OVERHANG TO BE REMOVED, TYPICAL. Date
�5 EXISTING PAVEMENT MARKINGS TO BE OBLITERATED WITH BLACK PAINT.
6] EXISTING CURB TO BE REMOVED AND RECYCLED.
❑7 EXISTING ATM, (4) ADJACENT BOLLARDS, AND RAISED CONCRETE ISLAND TO REMAIN AND
BE PROTECTED.
aEXISTING POWER METER TO BE RELOCATED TO REAR OF REMODELED BUILDING. SEE 20 0 10 20 40
SHEET C2.0 FOR ADDITIONAL INFORMATION.
❑ EXISTING POWER TO BE DISCONECTED AND TO BE ABANDONED IN PLACE.
( )
10 EXISTING TELEPHONE LINE POINT OF CONNECTION TO BE RELOCATED TO REAR OF FEET
REMODELED BUILDING. SEE SHEET C2.0 FOR ADDITIONAL INFORMATION. 1 INCH = 20 FT
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH, THEN THE
DRAWING IS NOT TO SCALE
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f-�j/f PROJECT NO: P-2099-16
N:
CHECKED
CCK 11
JDM II
I , DATE: 12-29-16 I)
CIVIL NOTES &
DEMOLITION PLAN
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EXISTING BUILDING
10 0 5 10 20
(FEET)
1 INCH = 10 FT
2 CIVIL SITE PLAN
C2.0 ill = 10'
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CONSTRUCTION NOTES:
EXISTING BUILDING FOOTPRINT, SEE BUILDING DESIGN SHEETS FOR ADDITIONAL
INFORMATION.
EXISTING ATM, (4) ADJACENT BOLLARDS, AND RAISED CONCRETE ISLAND TO REMAIN IN
PLACE AND BE PROTECTED DURING ALL PHASES OF CONSTRUCTION.
CONSTRUCT TRASH AND RECYCLING ENCLOSURE. 6'-0" TALL CMU WITH METAL GATES.
REFER TO BUILDING PLANS FOR ALL INFORMATION.
�4 CONSTRUCT 6" THICK CONCRETE (fc = 4,000 PSI,) W/ #5 REBAR @ 12" o.c. 3" CLEAR ALL
SIDE. PLACE OVER 12" 3/4 minus BASE ROCK.
5� CONSTRUCT 3" ASPHALT SECTION - 1/2" MIX W/ PG 64-28 BINDER (OR LOCAL
EQUIVALENT) ASPHALT PAVING OVER 12" OF 3/4" minus BASE ROCK OVER APPROVED
SUB -GRADE. ALL PLACEMENT AND COMPACTION SHALL CONFORM TO WSDOT
STANDARDS FOR CONSTRUCTION.
APPROXIMATE LOCATION OF SAW CUT LIMITS FOR EXISTING POTHOLES WITHIN
PARKING AND MANEUVERING AREA. CONSTRUCT PATCH - 1/2" MIX W/ PG 64-28 BINDER
(OR LOCAL EQUIVALENT) ASPHALT PAVING OVER 12" OF 3/4" minus BASE ROCK OVER
APPROVED SUB -GRADE. ALL PLACEMENT AND COMPACTION SHALL CONFORM TO
WSDOT STANDARDS FOR CONSTRUCTION. ALL VERTICAL FACES SHALL BE APPLIED
WITH TACK COAT PRIOR TO NEW AC PLACEMENT
�7 CONSTRUCT PEDESTRIAN PATH TO PUBLIC RIGHT-OF-WAY.
EXISTING ASPHALT PAVEMENT TO BE HEATED AND STAMPED USING A DIAGONAL
HERRINGBONE PATTERN, THEN COLORED USING ULTRA BOND 400 XP ASPHALT
COATING OR APPROVED EQUAL. GC TO COORDINATE ASPHALT COLORS AND SCHEME
WITH OWNER AND CITY OF FEDERAL WAY AT T.O.C.
CONSTRUCT CONCRETE ADA CURB RAMP TYPE "B" PER WSDOT STANDARD DRAWING
F-40.15-03. PROVIDE NEW TRUNCATED DOME DETECTABLE WARNING PER WSDOT
STANDARD DRAWING F45.10. COORDINATE WITH CITY INSPECTOR AT T.O.C. AS
REQUIRED.
CONSTRUCT EMBEDDED CURB PER DETAIL 1 ON SHEET C3.0. FIELD VERIFY SAWCUT
LIMITS OF ASPHALT PATCH AND COORDINATE WITH CITY INSPECTOR AT T.O.C.
10 CONSTRUCT LANDSCAPE WITHIN LIMITS SHOWN. SOIL TO BE HELD DOWN BEHIND
CURB PER DETAIL 1 ON SHEET C3.0. FIELD VERIFY SAWCUT LIMITS OF ASPHALT
PATCH AND COORDINATE WITH CITY INSPECTOR AT T.O.C.
11 CONSTRUCT SIDEWALK PER DETAIL 2 ON SHEET C3.0. WIDTH PER PLAN.
12 APPROXIMATE LOCATION OF 1"0 IRRIGATION SERVICE POINT OF CONNECTION.
PROVIDE 1" FEBCO MODEL 850 DOUBLE CHECK ASSEMBLY WITHIN OWNER APPROVED
BOX. GC TO COORDINATE WITH OWNER AT T.O.C. AS REQUIRED.
13 INSTALL "RAB BRAND" AREA LIGHT. POLE HEIGHT, SHAPE/COLOR AND FIXTURE SHOE
BOX TO MATCH EXISTING. LIGHT POLE BASE PER DETAIL 4 ON SHEET C2.0. FIXTURE TO
MEET ENERGY EFFICIENCY AND ALL REQUIREMENTS OF THE FEDERAL WAY REVISED
CODE. LIGHT WATTAGE AND PRODUCT NUMBER TO BE VERIFIED PRIOR TO ORDERING.
14 AREA LIGHT TO BE WIRED FROM EXISTING TYPE 1 LIGHTING CIRCUIT ON WEST SIDE OF
PROPOSED TRASH ENCLOSURE. IF EXISTING LIGHTING CIRCUIT DOES NOT MEET
CAPACITY TO POWER BOTH LIGHTS EXISTING TYPE 1 AREA LIGHT SHALL BE REMOVED,
AND REPLACED WITH NEW TYPE 2 "RAB BRAND" AREA LIGHT.
15 LOCATION OF NEW RELOCATED POWER METER. GC SHALL COORDINATE WITH
INSTALLATION WITH UTILITY COMPANY. GC SHALL COORDINATE ACTUAL LOCATION
WITH OWNER PRIOR TO INSTALLATION.
16 APPROXIMATE LOCATION OF RE-ROUTED POWER SUPPLY. GC SHALL COORDINATE
CONDUIT SIZE, DEPTH AND SEPARATION REQUIREMENTS PRIOR TO INSTALLATION.
17 APPROXIMATE LOCATION OF RE-ROUTED TELEPHONE SUPPLY. GC SHALL COORDINATE
CONDUIT SIZE, DEPTH AND SEPARATION REQUIREMENTS PRIOR TO INSTALLATION.
18 INSTALL PEDESTRIAN TRASH RECEPTACLE AT LOCATION SHOWN ON PLANS. PROVIDE
"WYDMAN 36 GALLON SLATTED STEEL RECEPTACLE W/DOME TOP, SILVER IN COLOR,
MODEL # - WC3600-DT-SLV" TRASH RECEPTACLE.
19 INSTALL BICYCLE PARKING AT LOCATION SHOWN ON PLANS. PROVIDE "HOOP RACK 2
BIKE RACK, SURFACE MOUNT, SILVER IN COLOR, MODEL # - HR-FT-EPX" BICYCLE RACK.
g20 NEW EXTRUDED CURB PER DETAIL 1/C3.0
21 NEW ADA COMPLIANT RAMP PER DETAIL 6/C3.0
22 NEW RAMP LANDING. LANDING TO BE LEVEL, MAX 2% CROSS SLOPE
23 NEW HANDRAIL PER DETAIL 6/C3.0. PROVIDE HANDRAIL ON BOTH SIDES OF RAMP
24 PROVIDE EXTRUDED CURB SIMILAR TO DETAIL VC3.0, WIDTH TO MATCH EXISTING.
PROVIDE 1/2" PRE -MOLDED JOINT FILLER. HOLD JOINT FILLER DOWN 1/2" USING "ZIP
STRIP" AS REQ'D. FILL W/ GRAY SONOLASTIC SL-2 FLEXIBLE JOINT COMPOUND. SEE
DETAIL 2/C3.0 FOR ADDITIONAL INFORMATION. SEE BUILDING PLANS FOR ADDITIONAL
WATER PROTECTION MEASURES
City of federal WayVW s
Dept. Of Cote, pity Development
per,rjii ��,A
STRIPING & SIGNAGE NOTES: Date
1❑ INSTALL NEW DUTCH BROS PREORDER MENU SIGN AT APPROXIMATE LOCATION
SHOWN. GC TO COORDINATE INSTALLATION WITH OWNER. SIGN TO BE PROVIDED
BY DUTCH BROS.
2❑ PAINT 4" SOLID WHITE STRIPING AS SHOWN.
3❑ PAINT NEW SYMBOLS AND STRIPING AS SHOWN, TYPICAL.
a PAINT NEW WORDS MINIMUM HEIGHT 24", TYPICAL.
�5 PAINT 4" SOLID WHITE LINES ROTATED AT 30' SPACED 2' O.C. TYPICAL AS SHOWN.
❑6 PAINT WHITE & BLUE DISABLED ACCESS SYMBOL IN PARKING SPACES AS SHOWN
PER CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN. SEE DETAIL 5 ON C2.0
FOR ADDITIONAL INFORMATION TYPICAL.
7❑ PROVIDE AND INSTALL DISABLED ACCESS PARKING SIGN W/ ASSOCIATED
WHEELCHAIR SIGN WHERE REQUIRED PER CURRENT ADA STANDARDS FOR
ACCESSIBLE DESIGN. SEE DETAIL 5 ON C5.0 FOR ADDITIONAL INFORMATION
TYPICAL.
❑8 REPAIR EXISTING STRIPING AS REQUIRED TO MATCH NEW STRIPING. MATCH
EXISTING, LOCATION, TYPE, SIZE. TYPICAL.
*ALL PAINT SHALL BE FAST DRYING 'TRAFFIC LINE PAINT' CONFORMING TO ODOT
STANDARD SPECIFICATIONS. ALL STRIPING PAINT SHALL BE APPLIED TWICE.
*ALL STRIPING, SIGNS, LETTERS & ARROWS SHALL CONFORM TO THE CURRENT
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR
STREETS & HIGHWAYS.
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH, THEN THE
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PROJECT NO: P-2099-16
DRAWN: CCK
CHECKED: JDM
DATE: 12-29-16
CIVIL SITE PLAN
C2.0
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RESUBMITTED
AUG 2 9 2017
CITY OF FEDERAL WAY
COMMUNfTY DEVELOPMENT
V. RADIUS TYP.
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_ BASE ROCK -
9r. SEE PLAN
EMBEDDED CURB
1-112" R (TYP. 2 PL) 10"
TYPE II EPDXY RESIN SYSTEM.
SUBMIT FOR ENGINEER'S APPROVAL I I
1" R (TYP. 2 PL) 2 1/2" MIN,
SAWCUT AND REMOVE (E) AC WITHIN
PLANTER WHERE APPLICABLE. PROTECT
EXISTING TRAFFIC CONTROL LOOPING ° °e
DURING ALL PHASES OF CONSTRUCTION
EXISTING PAVEMENT
EXTRUDED CURB
NOTES:
1. PROVIDE CONTRACTION JOINTS AT 15' MAXIMUM SPACING
AND AT ENDS OF EACH INLET AND RAMP.
2. PROVIDE 3/8" ISOLATION JOINT (HOLD JOINT FILLFR DOWN
1/2", TYPICAL) AT 100' MAXIMUM SPACING, AND A f POINTS
OF TANGENCY, AND AT EACH DRIVEWAYS END.
3. COORDINATE JOINT SPACING TO MATCH CONCRETE
SIDEWALK SCORING SPACING.
1 CURB DETAILS
C3.0 3/4" = 1'
ALL PAINT SHALL BE FAST DRYING 'TRAFFIC MARKING
PAINTCONFORMING TO ALL APPLICABLE STANDARDS.
ALL COLORS AND SYMBOL PROPORTIONS SHALL COMPLY
WITH CURRENT ADA STANDARDS FOR ACCESSIBLE
DESIGN. COORDINATE WITH ENGINEER IN THE EVENT OF
DISCREPANCIES.
4" SOLID WHITE STRIPING
INFILL FRAME WITH
BLUE PAINT TYP.
CENTER ANSI SYMBOL
WITHIN FRAME AS SHOWN
CENTER FRAME WITHIN
PARKING STALL TYP.
2" SOLID WHITE STRIPING
4'-0"
END OF PARKING STALL STRIPE
6% AIR -,
1/2" PRE-MOLDE
JOINT FILLE
PROVIDE CONTROL JOINTS ALL CONCRETE TO BE PLACED OVER 3' VIN. LAYER OF 3/4- MM1S
@'X' o.c. & COMPACTED CRUSHED ROCK OVER COMPACTED STRUCTURAL FILL
3/8" ISOLATION JOINTS @ 3x'X' o.c. AS REQ'D OVER FIRM, UNDISTURBED, NON -ORGANIC NATIVE MATERIAL_
(COORDINATE WITH PLAN) SEE SITE PREPARATION NOTES FOR ADDITIONAL INFORMATION
12"
112" R7-801
�2r �1
SIDEWALK
2 WITH LANDSCAPING
C3.0 1/2" = 1'
r;
12"
RESERVE[
PARKING
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2"0 DOME CAPPED STEEL POST.
COORDINATE FINISH AT T.O.C.
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12" 12„
MIN. MIN.
STANDARD HANDICAP SIGN VAN ACCESSIBLE SIGN
ACCESSIBILITY
5 SYMBOL & SINGAGE
C3.0 NTS
1/2" R7-8--'
1/2" R7-8."a
TOOLED JOINT-1' MINIMUM DEPTH
11r R TYP.
RERWORCING CONTINUOUS
THROUGH JOINT (IF APPLIOABLE)
TOOLED CONTROL JOINT
HOLD JOINT FILLER DOWN 1/2" USING
"ZIP STRIP"AS REQ'D. FILL WITH
GRAY SEALANT AS SHOWN TYP. 1? R TYP.
- .
— 31W PRE -MOLDED JOINT FILLER
ISOLATION JOINT
SIDEWALK
3 JOINTING DETAILS
C3.0
Y 1/2" = 1'
4
REFERENCE BUILDING PLANS FOR ADDITIONAL
WATER PROTECTION MEASURES. COORDINATE
WITH E.O.R. TO RESOLVE ANY DISCREPANCY. HOLD
JOINT FILLER DOWN 1/2" USING "ZIP STRIP" AS
REQ'D. FILL {KITH APPROVED GRAY SONOLASTIC
SL-2 FLEXIBLE JOINT COMPOUND TYP.
1-1/2"0 SCH. 40 STEEL PIPE
POST @ 4'E" O.C. MAX., TYP.
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1
1/2" PRE -MOLDED -
JOINT FILLER
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NOTE: ELIMINATE RAILING WHEN
FLUSH WITH ASHPALT
LIGHT POLE AND SHOE BOX
SHALL MATCH EXISTING
=A LIGHT SHALL MATCH EXISTING, DESIGN TYPE AND BULB
3E.
E SHALL MATCH EXISTING
3" CLEAR TYP. BETWEEN ALL
REBAR & LIMITS OF CONC. LIGHT POLE TO BE
CENTERED AS SHOWN
#3 TIES @ 12' o.c. TYP.
(6 Ea.) #5 VERTICAL BARS LIGHT POLE &BASE PLATE BY OTHERS -
:VENLY SPACED AS SHOWN ANCHOR BOLT LAYOUT & THREAD
PIRQJECTION PER POLE MFR.
TOP FLUSH W/ADJACENT
SIDEWALK OR CURB (4 Ea.) A307 OR A36 ANCHOR BOLTS (SIZE
V RADIUS _ IIIER MFG.) 30" LONG W/ STD. 4" HOOK AS
-E PLAN SHOWN (VERIFY W/ LIGHT MFG.)
f*l_
CONCRETE TO BE fc = 4,000 psi,
6%AIR, 4" SLUMP
PEDESTAL TYP.
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L— _ J 24" 0
24*0 DRILLED CONCRETE PIER INSTALLED AS
SHOWN. HOLE TO BE BORED INTO NATIVE
MATERIAL & CONCRETE CAST AGAINST
UNDISTURBED SOIL BELOW ORIGINAL GROUND LINE.
►ee
1-1/2" 0 SCH. 40 STEEL 36" TALL HANDRAI S) PER
CURRENT ICC A117.1-2009 SECTION 505. G SHALL
SUBMIT SHOP DRAWINGS TO ENGINEER R
REVIEW AND APPROVAL PRIOR TO FABRI ATION.
PROVIDE RAIL EXTENSIONS PER CODE
#4 CONT. TYP.
E=uurz uial_, VSTEEL PLATE TOP & BOTTOM
-OP & BOTTOKI EDGE DIST., & 3" EMBED. ANCHORED
WITH HIT-HY200 ANCH_ ADHESIVE WHEN
ATTACHING TO (E) CONCRETE
ALL CONCRETE TO BE PLACED OVER 4" MIN. LAYER OF 3/4" MINUS
COMPACTED STRUCTURAL FILL
AS REEQ'D OVER FIRM, UNPACTED CRUSHED DICSTUORB D, NON -ORGANIC; NONEPANSIVE
NATIVE MATERIAL
PROVIDE
CONTRACTION JOINTS @ TOOLED
1 OMB) � ND ROF(DRIVEWAYS & RAMPS
EXPANSION JOINTS @ 200' (MAX.), AT POINTS OF TANGENCY, & ENDS OF
DRIVEWAYS (MATCH CURB JOINTING)
TYPICAL CONCRETE RAMP SECTION
112" = 1'-0"
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City of Federal Way t1to it
Dept. Of Community Develop r ierSt &-�4
Permit #
By
Date
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GENERAL SPECIFICATIONS:
1. GENERAL REQUIREMENTS
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES AS APPLICABLE.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND
SAFETY REQUIRED TO COMPLETE CONSTRUCTION.
C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION.
D. CONTRACTOR SHALL CALL ENGINEER OF RECORD IF ANY CLARIFICATIONS OF THE PLANS ARE NEEDED, OR IF
ACTUAL CONDITIONS SIGNIFICANTLY VARY FROM WHAT IS SHOWN ON PLANS.
2. WELDING
A. WELDING SHALL CONFORM WITH AWS (LATEST EDITION) STRUCTURAL WELDING CODE - STEEL. WELDING FILL
METAL SHALL BE AWS A5.1 OR A5.5E70XX ELECTRODES OR AWS A5.18ER70S-X. ALL WELDING SHALL BE
PERFORMED BY WELDERS AWS CERTIFIED WITHIN THE PAST TWO YEARS FOR THE TYPE OF WELDING
PERFORMED.
B. AFTER FABRICATION, BUT BEFORE INSTALLATION, REMOVE RUST SCALE, GREASE, AND OIL BY WIRE BRUSHING
AND CHEMICAL TREATMENT.
3. ALL BOLTS SHALL BE AS FOLLOWS:
A. STEEL -to- STEEL CONN. - A325
B. STEEL -to- WOOD CONN. - A307
C. WOOD -to- WOOD CONN. - A307
D. WOOD -to- MASONRY CONN. - A307
E. ALL BOLT HOLES SHALL BE DRILLED OR PUNCHED 1/16" LARGER THAN SPECIFIED BOLT DIAMETER.
4. STRUCTURAL WOOD
A. ALL STRUCURAL WOOD MEMBERS SHALL BE DOUGLAS FIR NO. 2 OR BETTER, UNLESS OTHERWISE NOTED.
B. WASHERS SHALL BE USED UNDER ALL BOLT HEADS AND NUTS BEARING ON WOOD.
C. ALL WOOD SILL PLATES AND WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
D. PRE -MANUFACTURED METAL CONNECTORS (SIMPSON) SHALL BE USED FOR ALL WOOD TO WOOD
CONNECTIONS UNLESS OTHERWISE NOTED BY ENGINEER, AND SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
5. MANUFACTURED LUMBER
A. GLUE -LAMINATED BEAMS TO BE BUILT IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR STRUCTURAL
GLUE -LAMINATED MEMBERS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION", ARCHITECTURAL
GRADE.
B. GLUE -LAMINATED MEMBERS SHALL BE LAMINATED FROM DOUGLAS FIR LUMBER AND SHALL BE 24F-V4 FOR
SIMPLE SPAN MEMBERS, AND 24F-V8 FOR CONTINUOUS AND CANTILEVERED MEMBERS.
C. BEAMS NOTED AS PSL = PARALLAM - Fb = 2900psi & E = 2.0
BEAMS NOTED AS VL = VERSA LAM - Fb = 2800psi & E = 2.0
D. PRE -MANUFACTURED METAL CONNECTORS (SIMPSON) SHALL BE USED FOR ALL WOOD TO WOOD
CONNECTIONS UNLESS OTHERWISE NOTED BY ENGINEER, AND SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS,
E. TRUSS JOIST BEAMS AND JOISTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
F. ALL EXTERIOR MANUFACTURED LUMBER SHALL BE WEATHER PROOFED PER MANUFACTURER'S
SPECIFICATIONS.
6. WEATHER
A. NO CONCRETE OR MASONRY IS TO BE PLACED WHEN THE TEMPERATURE IS BELOW 40' FAHRENHEIT UNLESS
PROVISIONS ARE MADE TO PROTECT AGAINST FREEZING FOR A PERIOD OF TIME NOT LESS THAN SEVEN DAYS.
7. STRUCTURALSTEEL
A. ALL STRUCTURAL STEEL DETAILING, FABRICATION, ERECTION, AND IDENTIFICATION SHALL CONFORM TO THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECS.
B. STRUCTURAL STEEL PLATE AND BARS - ASTM A36
W SHAPES - ASTM A572 GRADE 50
CHANNEL AND ANGLES - ASTM A572 GRADE 50
STRUCTURAL STEEL TUBING - ASTM A500 GRADE B
(w/o COSMULINE Fy = 46 KSI)
C. SHOP DRAWINGS REQ'D FOR ALL STRUCTURAL STEEL.
D. SHOP PRIME STEEL ITEMS WITH A HEAVY COAT OF RUST INHIBITING METAL PRIMER.
(E) STEMWALL AND FOOTING TO
REMAIN AND BE PROTECTED.
1 G.C. TO VERIFY MIN. STRIP
DOTING WIDTH=16"
- -- - - T .._ _ I ----1.---- -T - T - F -1- 1
DRILL AND BOND FOOTING W/#4 REBAR, (2)
t jBARS FOR FTG 5" EMBED, (3) BARS FOR
2 STEM 4" EMBED. USE SET-XP EPDXY
I I I I I I I SHEAR PONY WALL 2x6 STUDS
(E) POST AND BEAM 18" x 12" CONT. FOOTING
TO REMAIN W/ (2) #4
(E) 3-112 X 9" GLB TO
REMAIN, TYP. r i FRP�gO Gl I _
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FOUNDATION AND FRAMING PLAN NOTES
1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY, CONFIRM W/ ARCHITECTURAL
PLAN & DETAILS.
2. BOTTOM OF FOOTINGS TO BE PLACED BELOW FROST DEPTH.
3. COORDINATE PENETRATIONS OF SITE UTILITIES, MECHANICAL DUCTS, PIPING, AND
ELECTRICAL CONDUIT/PANELS TO MINIMIZE IMPACT TO STRUCTURAL FRAMING.
PLUMBING FIXTURES SHOWN ON FLOOR FOR REFERENCE AND POSSIBLE FRAMING
CONFLICTS ONLY.
4. ALL FOOTINGS ARE TO BE CENTERED UNDER COLUMNS U.N.O. ALL WOOD POSTS TO
HAVE SIMPSON BASEPLATE, U.N.O.
5. ALL FOOTINGS TO BEAR OVER GRADE OVER FIRM, UNDISTURBED, NON -ORGANIC,
NON -EXPANSIVE NATIVE MATERIAL, OR STRUCTURAL FILL AS REQUIRED PER
GEOTECHNICAL REPORT.
SUBGRADE CONSTRUCTION NOTES:
1. THE EXISTING SITE SHALL BE CLEARED AND GRUBBED OF ALL ORGANIC AND/OR
UNCONTROLLED FILL MATERIAL PRIOR TO STRUCTURAL FILL IMPORT. EXCAVATE BELOW
BOTTOM OF FOOTING TO FIRM, UNDISTURBED, NON -ORGANIC MATERIAL.
2. STRUCTURAL FILL: PLACE 4" MINUS CRUSHED ROCK (AT OPTIMUM MOIST. CONTENT) IN
LOOSE LIFTS NOT EXCEEDING 12" IN THICKNESS. COMPACT LIFTS TO A FIRM AND
NON -YIELDING CONDITION OR 95% MODIFIED PROCTOR.
3. THE COMPLETED FILL SECTION SHOULD BE A FIRM NON -YIELDING SURFACE ABLE TO
WITHSTAND PROOF -ROLLING WITH A LOADED 8 YARD DUMP TRUCK WITHOUT SIGNIFICANT
DEFLECTION.
4. A QUALIFIED TESTING REPRESENTATIVE SHALL BE PRESENT DURING STRUCTURAL FILL
PLACEMENT TO PERFORM IN -PLACE DENSITY TESTS AND EVALUATE PROGRESS.
5. ALL FOOTINGS AND SLAB -ON -GRADE CONCRETE SHALL BE PLACED OVER 6" MINIMUM LAYER
OF APPROVED 3/4" MINUS (CAPILLARY BREAK) CRUSHED ROCK COMPACTED TO 95%
MODIFIED PROCTOR OVER APPROVED COMPACTED STRUCTURAL FILL.
FOUNDATION NOTES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES AND
ORDINANCES AS APPLICABLE.
2. GC SHALL VERIFY ALL DIMENSIONS AND ANCHOR BOLT LAYOUTS PRIOR TO CONSTRUCTION.
3. ALL STRUCTURAL CONCRETE SHALL BE fc = 3500 psi @ 28 DAYS, 4" SLUMP. PROVIDE 4% AIR
ENTRAINMENT FOR ALL INTERIOR CLIMATE CONTROLLED CONCRETE AND 6% AIR
ENTRAINMENT FOR ALL CONCRETE EXPOSED TO THE EXTERIOR.
DESIGN VALUE: 2500 psi, THEREFORE SPECIAL INSPECTION OF CONCRETE MIX IS NOT REQ'D.
4. ALL CONCRETE SHALL BE CURED PER CURRENT ACI 318 STANDARDS.
5. ALL REBAR SHALL BE ASTM A615 GRADE 60 U.N.O. LAP ALL BARS 48 DIAMETERS.
6. ALL TIE WIRE SHALL BE MIN. #16 ANNEALED STEEL.
7. ALL REINFORCING STEEL SHALL BE TIED 100% ALONG ALL PERIMETER EDGES AND 50%
FIELD.
8. ALL ANCHOR BOLTS SHALL BE A307 PER ASTM DESIGNATION U.N.O.
9. G.C. SHALL COORDINATE ALL SLAB PENETRATIONS WITH PLUMBING, ELECTRICAL, AND
MECHANICAL REQUIREMENTS.
10. CONCRETE TO BE PLACED ON 6" OF 3/4" MINUS CRUSHED ROCK COMPACTED TO 95%
MODIFIED PROCTOR OVER FIRM, NON -ORGANIC, NON -EXPANSIVE NATIVE MATERIAL OR
APPROVED STRUCTURAL FILL.
11. NO GEOTECH REPORT WAS MADE AVAILABLE.
ASSUMED ALLOWABLE SOIL BEARING = 1500 psf
G.C. MUST VERIFY SOIL BEARING CONDITIONS PRIOR TO FOUNDATION CONSTRUCTION.
1 GC TO VERIFY (E) FOOTING
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CONFIRMATION W/ E.O.R.
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WALL CONSTRUCTION NOTES:
1. ALL LOAD BEARING HEADERS TO BE SUPPORTED BY (1)
2x6 POST AND (1) KING STUD EACH END, TYPICAL U.N.O.
2. 2x6 STUDS (PER PLAN) 16" o.c. w/ 7/16" APA RATED C-D
GRADE SHEATHING w/ 8d COMMONS @ 6" o.c. PANEL
EDGES, 12" FIELD NAILING. BLOCK STUDS AT PANEL
EDGES, TYPICAL ALL STUD WALLS U.N.O. PER
SHEARWALL SCHEDULE.
3. PROVIDE NAILING REQUIREMENTS FOR EACH
SHEARWALL.
4. PROVIDE SIMPSON HOLDOWNS AT EACH END OF EACH
SHEARWALL AS INDICATED ON THE PLAN.
5. PROVIDE FASTENERS AT TOP AND BOTTOM OF EACH
SHEARWALL.
6. PROVIDE BOUNDARY MEMBERS AT EACH SHEARWALL
PER SHEARWALL SCHEDULE.
7. EDGE NAIL ROOF SHEATHING AT DRAG -STRUT
LOCATIONS.
SHEARWALL NOTES:
1. USE 8d COMMON NAILS @ 12" o.c. FIELD, TYPICAL U.N.O.
2. ALL WOOD MEMBERS TO BE DOUGLAS FIR NO, 2 OR
BETTER U.N.O.
3. ALL SHEATHING TO BE 7/16" MIN. THICKNESS APA RATED
PLYWOOD OR APA RATED OSB, BLOCK ALL PANEL EDGES.
4. ALL ANCHOR BOLTS TO BE A307 EMBEDDED 9" MIN. INTO
CONCRETE, SPACED AS SHOWN IN SCHEDULE AND
WITHIN 12" OF ENDS OF EACH SEGMENT, MIN. (2) BOLTS
PER SEGMENT. PROVIDE 1/4" x 3" SQ. STEEL PLATE
WASHERS, TYPICAL. DO NOT NOTCH OR SPLICE PLATE
AT BOLT LOCATIONS. SILL PLATE WASHER TO BE WITHIN
1/2" FROM EDGE OF SILL PLATE ON SHEATHING SIDE, TYP.
5. ALL CLIPS, STRAPS, HOLDOWNS, ETC. TO BE SIMPSON OR
EQUIVALENT. INSTALL PER MANUFACTURER'S
SPECIFICATIONS,
6. ALL SIMPSON SSTB HOLDOWN ANCHORS TO HAVE 1 3/4"
MIN. CONCRETE EDGE DISTANCE, 4 3/8" CONCRETE END
DISTANCE, AND ALL 7/8" 0 ANCHORS TO HAVE AN 8" WIDE
STEMWALL. USE SSTBL FOR (2) 2x SILL PLATES OR (1) 3x
SILL PLATE. NO COLD JOINTS ARE ALLOWED IN
EMBEDMENT LENGTH OF SSTB ANCHORS.
ROOF CONSTRUCTION NOTES:
1. RAFTERS OR TRUSSES (PER PLAN) @ 24" o.c. w/ 19/32"
APA RATED C-D GRADE SHEATHING (STAGGERED PANEL
EDGES) w/ 8d COMMONS @ 6" o.c. PANEL EDGES, 12" FIELD
NAILING, TYPICAL (UNBLOCKED) PROVIDE (1) PANEL CLIP
PER SPAN AT UNSUPPORTED EDGES.
NOTES TO CONTRACTOR:
1. G.C. TO SUBMIT TRUSS SHOP DRAWINGS FOR ENGINEER REVIEW /
APPROVAL.
2. G.C. TO COORDINATE ADDITIONAL MECHANICAL EQUIPMENT LOADS AS
REQUIRED.
3. REFERENCE ARCHITECTURAL SHEETS FOR ALL CONSTRUCTION
DIMENSIONS.
4. G.C. SHALL COORDINATE STRUCTURAL DETAILING, SEQUENCING, AND
SHORING INCIDENTAL TO ERECTION OF THE PRIMARY STRUCTURAL
SYSTEMS DEPICTED IN THE DRAWINGS.
5. G.C. IS RESPONSIBLE FOR IMPLEMENTING AN ACCEPTED MOISTURE
PROTECTION PROGRAM FOR THE ENTIRE STRUCTURE TYPICALLY USED
IN THE LOCATION OF CONSTRUCTION.
SPECIAL NOTES:
1. NO GEOTECHNICAL REPORT WAS MADE AVAILABLE FOR THIS PROJECT.
2. GROUNDWATER ELEVATION IS ASSUMED TO BE BELOW FOOTING LEVEL.
3. ALL DAMP -PROOFING, WATER -PROOFING, DRAINAGE COLLECTION, AND
DRAINAGE DISCHARGE IS THE RESPONSIBILITY OF THE
CONTRACTOR/OWNER.
DESIGN CRITERIA SUMMARY:
ROOF SL:
25 psf
ROOF DL:
15 psf
WALL DL:
10 psf
FLOOR LL:
40 psf
SEISMIC ZONE:
D
WIND SPEED:
85 mph
EXPOSURE:
C
SHEARWALL SCHEDULE
X
SHEATHING
SHEAR (PLF)
NAIL SIZE
EDGE NAILS
(O.C.)
FIELD NAILS
(O.C.)
STUD
SPACING
PANEL EDGE
STUD DIMENSION
BOTTOM PLATE
DIMENSION
MUDSILL
DIMENSION
TOP PLATE
CLIP (O.C.)
5/8"x6" TITEN HD
IN STEM (O.C.)
BOTTOM PLATE
NAILING
REMARKS
A
7/16" APA RATED, ONE SIDE
395
8d
4"
12"
16"
3x
2x
3x
A35 @ 16"
4'-0"
16d @ 4"
STAGGER EDGE NAILING
B
7/16" APA RATED, EACH SIDE
1010
8d
3"
12"
16"
3x
3x
3x
HGA10 @ 16"
2'-0"
1 (2) 16D @ 4"
STAGGER PANEL EDGES & NAILING
1. ALL PLYWOOD TO BE APA RATED EXTERIOR SHEATHING
2. ALL NAILS TO BE COMMON OR GALVANIZED BOX TYPE.
3. FLOOR AND ROOF DIAPHRAGMS TO BE NAILED WITH 10d NAILS @ 6" O.C. EDGE NAILING AND 12" ON CENTER FIELD NAILING. USE PLYWOOD THICKNESS AS INDICATED ON PLAN.
4. ALL WALL SHEATHING TO EXTEND FULL HEIGHT OF WALL, TOP PLATE TO BOTTOM PLATE.
5. ALL SHEARWALLS AND HOLDOWNS MUST HAVE CONTINUOUS LOAD PATH TO FOUNDATION.
6. USE 3" x 3" x 1/4" PLATE WASHER TYPICAL AT ALL ANCHOR BOLTS.
7. ALL SHEAR WALLS TO BE FULLY BLOCKED U.N.O. BLOCKING TO MATCH REQUIREMENTS FOR PANEL EDGE STUDS.
8. 2x MUDSILL MAY BE SUBSTITUTED FOR 3x IF ANCHOR BOLTS ARE INSTALLED @ 1/2 SPECIFIED SPACING WHERE THE
SHEAR LOAD IS LESS THAN 600 PLF. NO SUBSTITUTIONS ALLOWED FOR WALLS RESISTING SHEAR LOADS OVER 600 PLF.
HOLDOWN SCHEDULE
ALLOWABLE
MINIMUM
O
SIMPSON MODEL
LOAD (LBS.)
POST
FASTENERS
ANCHORS
THICKNESS
1
HDU4-SDS2.5
1325
(2) 2x STUDS
10-SDS 1/4" x 2 1/2"
POST -INSTALLED: 5/8" 0 THREADED
ROD W/ SET-XP, 7-1/2" EMBED.
CIP: SIMPSON %" 0 PAB, EMBED TO
REBAR BOTTOM MAT
1. INAILS AKt I U tit UUMMUN WIKE NAILS, U.N.U.
2. HARDWARE IS TO BE SIMPSON, U.N.O.
3. HOLDOWN HARDWARE CAN BE EXTENDED WITH A307 THRD ROD AND COUPLER.
4. ALL HARDWARE TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS.
5. HOLDOWN ANCHOR BOLTS ARE IN ADDITION TO TYPICAL SILL PLATE ANCHOR BOLTS.
6. EXTEND THREADED ROD TO WITHIN 3" CLEAR OF BOTTOM OF FOOTING.
7
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ROOF FRAMING NOTES
1.
COORDINATE ALL DIMENSIONS & FEATURES NOT SHOWN WITH ARCHITECT.
2. 0
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3.
INDICATES BEARING & SHEARWALL LOCATION BELOW FRAMING. SEE
SCHEDULE.
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INDICATES NON -BEARING SHEARWALL LOCATION BELOW. SEE SCHEDULE
5.
U.N.O. TYPICAL HEADER IS (2) 2x6 DF NO.2 MIN. USE 1 KING STUD & 1
TRIMMER UNLESS NOTED OTHERWISE.
6.
TRUSS SUPPLIER TO PROVIDE TYPICAL TRUSS CLIP AT EACH TRUSS,
ADDITIONAL UPLIFT CLIPS SHOWN ARE BASED ON TRUSS ENGINEERING AS
SUBMITTED BY TRUSS SUPPLIER.
7.
TRUSS SUPPLIER TO PROVIDE NECESSARY STUDS FOR GIRDER TRUSS
SUPPORT & ALL REQUIRED ADDITIONAL HANGERS FOR TRUSS SUPPORT,
INCLUDING UPLIFT STRAPPING.
8.
TRUSS LAYOUT IS FOR REFERENCE ONLY. PLEASE CONFIRM LAYOUT &
BEARING CONDITIONS WITH TRUSS SUPPLIER'S LAYOUT PLAN.
9.
INSTALL HEADERS TO THE INSIDE FACE OF STUD WALL TO ALLOW FOR
INSTALLATION OF REQ'D INSULATION; SEE ARCHITECTURAL PLANS.
10.
FOR IDENTIFIED BEAMS PROVIDE SIMPSON HANGERS & CONNECTIONS
(SIZE PER SIMPSON CATALOG TABLE) WHEN NOT DETAILED. SUBMIT
CONNECTION SIZES/SHOP DRAWING TO ENGINEER FOR REVIEW.
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IF THIS BAR DOES NOT MEASURE
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CHECKED: RCC
DATE: 01-30-17
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COMMUNfTYDEV OPME.'NT
REPLACEMENT
STUD WALL PER PLAN WALL SHEATHING PER PLAN 2 FLOOR JOIST REPLACEMENT FLOOR SHEATHING
EXTERIOR FINISHES PER ARCH (N) FLOOR JOIST
INTERIOR FINISHES PER ARCH PER PLAN
BOUNDARY EDGE NAILING PER PLAN, - - - -- --- "- -
FASTEN BOTTOM PLATE TO CONT. RIM DID 0 A RE UI D �1
REPLACEMENT FLOOR SHEATHING PER REPLACEMENT RIM -BOARD
STR. PLAN
(N) ANCHOR PER S.W. SCHEDULE JOIST BLOCKING, TYPICAL
! SIMPSON ECC66 POST CAP OR EQUIV.
Q PLAN
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2 2 POST PER PLAN PLAN �
SIMPSON PBS POST BASE OR EQUIV
REPLACEMENT FLOOR •' °
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WALL PER PLAN — —
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X
PLAN. PROVIDE 3" CLEARANCE ON
ALL SIDES, TYP.
PER PLAN
EXISTING
COOLER FRAMING
TYP. FOOTING & STEMWALL r2� TYP. POST TO BEAM DETAIL
ROOF SHEATHING
FASTENED TO FRAMING PER PLAN
8d BOUNDARY EDGE
NAILING @ 6" O.C.
WALL SHEATHING PER PLAN
8d BOUNDARY EDGED/
NAILING @ 6" O.C.
EDGE NAILING TYP.
PER SHEAR WALL TABLE
CLIP PER SHEAR WALL SCHEDULE -�
EXTERIOR FINISHES
PER ARCHITECT
1 /2" = 1'-0"
2x6 OUTRIGGERS @ 24" O.C.
(ON EDGE)
SIMPSON LU26 HANGER, TYP.
GABLE END TRUSS W/ VERTICAL
2x4 FRAMING AT 24" O.C.
SIMPSON LU26 HANGER
(INVERTED), TYP.
H1 EVERY BLOCK (TYP.)
°
° (2) 16d NAILS @ 16" O.C.
-- -
2x6 BLOCKING
@ 24" O.C., TYP.
SIMPSON LU26 HANGER
(3) 16d NAILS PER STUD (INVERTED), TYP.
INTERIOR FINISHES
PER OWNER
WALL FRAMING PER
PLAN
ROOF FRAMING Cad END WALL
ROOFING PER ARCHITECT
SIMPSON LU26 HANGER, TYP.
1 /2" = 1'-0"
- FASTEN END OF BRACE W/ (3) 16d
NAILS & (1) HGA10 CLIP w/ SDS25112
SCREWS TO BRACE AND TRUSS
PRE -MANUFACTURED TRUSSES
BY OTHERS @ 24" O.C.
2x6 DIAGONAL BRACE @ 4' O.C.
(APPROX. 45 DEG. ANGLE);
FASTEN TO 2x6 BLKG @ WALL
w/ (3) SDS25300 SCREWS
GABLE END TRUSS W/ VERTICAL
2x4 FRAMING AT 16" O.C.
WALL SHEATHING TO BE 15/32" STRUCTURAL PANEL
/- W/ 8d NAILS @ 6" O.C. PANEL EDGES & 12" O.C.
@ INTERMEDIATE SUPPORTS,
EDGE NAIL SHEATHING ALONG BLKG.
c ROOF SHEATHING PER PLANS
TJI JOISTS PER PLAN
�- PROVIDE 2x6 LEDGER FASTENED TO TRUSS
W/ (3) 16d NAILS @ 16" O.C. AND EDGE NAIL
ROOF SHEATHING @ 6" O.C.
ROOF / LEDGER CONNECTION
-0"
1"
SIMPSON DTC
FASTEN PER MFR
& SPACED @ 48" O.C.
SLAB PER PLAN
WALL SHEATHING TO BE 15/32' APA
RATED SHEATHING w/ 8d NAILS @
6" o.c. PANEL EDGES & 12" o.c. @
INTERMEDIATE SUPPORTS
WALL SHEATHING TO BE 15/32" APA
RATED SHEATHING w/ 8d NAILS @
6" o.c. PANEL EDGES & 12" o.c. @
INTERMEDIATE SUPPORTS
(2) 16d�
(3) 16d
(2)16d NAILS -
CLIP ALONG TOP OF
WALL AS REQ'D.
EDGE NAILING TYP.
PER SHEAR WALL TABLE
WALL SHEATHING PER PLAN
ROOF FRAMING OR 2x BLOCKING
BETWEEN FRAMING AT 48" O.C.
W/ (2) 16d NAILS EACH END
RAMSET #3330
DRIVE PINS @
24" O.C. TYP.
INTERIOR NON -BEARING WALL
TYP. CONNECTION DETAIL
1" = 1'-0"
WALL SHEATHING TO BE 7/16" APA RATED
SHEATHING w/ 8d NAILS @ 6" o.c. PANEL EDGES
& 12' o.c. @ INTERMEDIATE SUPPORTS
EDGE NAIL SHEATHING EDGE NAILING PER PLAN
ALONG 2x BLKG. TYP. ROOF SHEATHING PER PLAN
TRUSS PER PLAN BY OTHERS
EDGE NAIL SHEATHING H1 CLIP EVERY TRUSS, TYP.
EDGE NAILING TO MATCH EXTG. TYP.
WALL FRAMING PER PLAN
3 TRUSS TO WALL CONN.
1'-0"
LAP SPLICE DOUBLE TOP PLATE 4' MIN.
(LAP CORNERS)
2x6 DF-L #2 STUD WALL SPACED @ 24" O.C.
2x6 BOTTOM PLATE. DOUBLE 2x6 TOP PLATE.
PROVIDE (1) CONT. 2x4 @ 6' O.C. FASTENED
TO ROOF PURLINS W/ (2) 16d NAILS (TOP & BOTTOM)
FASTEN TO TOP PLATES W/ (1) A35 CLIP.
EDGE NAIL SHEATHING ALONG BLKG.
ROOF SHEATHING PER PLAN
TJI JOISTS BLOCKING PER MFR
(2) 16d NAILS @ 16" O.C.
'I' JOIST W/ STIFFENER PER PLAN J
-(3) 16d NAILS PER STUD
_ 2x6 DF-L #2 STUD WALL SPACED @ 24" O.C.
2x6 BOTTOM PLATE. DOUBLE 2x6 TOP PLATE
ROOF TO EXT. BEARING WALL
BOUNDARY NAILING
ROOFING PER PLAN
SHEATHING PER STR. NOTES -�
PANEL EDGE NAILING PER PLAN -�
SIMPSON A35 PER SHEAR WALL
SCHEDULE
WALL SHEATHING PER PLAN
2X6 @ 16" O.C. NON -LOAD BEARING WALL W/
DOUBLE TOP PLATES AND SINGLE BOTTOM PLATE
—0"
DRAG STRUT PER PLAN
ROOF JOIST PER PLAN
2x BLOCKING @ 24" O.C.
(1ST BAY OF WALL)
INTERIOR FINISHES PER ARCH
ROOF JOIST PARALLEL TO SHEARWALL
3/4" = 1'-0"
INTERIOR FINISHES PER ARCH
FASTEN BOTTOM PLATE TO WALL TOP
PLATES PER SHEAR WALL SCHEDULE
EDGE NAIL SHEATHING ALONG 2x BLKG.
SHEAR BLKG. PER TRUSS MFG.
A35 CLIP @ 24" o.c. TYP.
(2) 2x TOP PLATES
CORNER LAP 2x6 TOP PLATE & FASTEN
TO HEADER W/ (2) 16d NAILS @ 12" O.C.
SIMPSON COIL STRAP
CONT. AROUND COLUMN
EXTEND STRAP FROM OUTSIDE FACE
TO INSIDE FACE
PLAN VIEW FULL HEIGH'
SECTION THRU END COLUMN
ROOF FRAMING PER PLAN
ASSEMBLE PER DETAILS
�- CONT. HEADER PER PLAN
2x6 PLATE FASTENED TO HEADER /
w/ (2) 16d NAILS @ 12" o.c.
i
5 1/4" x 5 1/4" PSL
ANCHOR BOLTS
PER PLAN
11
DOUBLE 2x6 BOTTOM PLATE FASTENED
TOGETHER W/ (2) 16d NAILS @ 12" O.C.
INTERIOR WALL W/ DOUBLE TOP
PLATES AND SINGLE BOTTOM PLATE
PER PLAN
WALL SHEATHING
PER PLAN
PANEL EDGE NAILING PER PLAN
�- (E) FLOOR SHEATHING
X FLOOR JOIST PER PLAN WALL TYPE TO MATCH ABOVE
ANCHOR BOLT PER I WALL SHEATHING TO MATCH ABOVE
SHEARWALL SCHED �
Z PANEL EDGE NAILING PER PLAN
VAPOR BARRIER PER CODE G a °
� as
41 a
FOOTING REINFORCEMENT PER PER PLAN
PLAN. PROVIDE 3" CLEARANCE ON
ALL SIDES, TYP.
11 INT. SHEAR WALL TO PARALLEL JOISTS
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lit = 1'-0"
ECCQ5-6SDS2.5 COLUMN CAP
(ROTATE STRAPS 90°)
CS 16 STRAP CONT. AROUND
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ON EACH SIDE (EXTEND STRAP
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FULL -HEIGHT COLUMN PER PLAN
4
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1 /2" = 1'-0"
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De,ot of `,ornmun{+y Development
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Date TYPICAL AT SW
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PLAN
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3/4" = 1'4"
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STRUCTURAL DETAILS
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AUG 2 9 2017
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
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G /
FLOOR SHEATHING
REPLACEMENT FLOOR" PER PLAN
JOIST � -� NOTE: AT RAMP LOCATION, FLASHING DOES NOT
NEED TO EMBED INTO RAMP CONCRETE. REPLACEMENT
(E) RIM -BOARD n I WITOH SELF ADHERING FLASHVIDE GALV. FLASHING I NG EMBRANH HEMMED DEE BLOCKING
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DATE: 01-30-17
STRUCTURAL DETAILS
S2.3
RESUBMITTED
AUG 2 9 2017
CITY OF FEDERAL WAY
COMMUN" DEVELOPMEN7
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PIPE SLEEVE
1 RR REAR ELEV.
A4.1 1 /2" = 1'-0"
SWITCH FOR AV CIRCUIT. SEE
8/A4.1 FOR OUTLET LOCATION.
CONFIRM 6'-0" HEIGHT A.F.F.
WITH OWNER
6 LEFT WALL ELEVATION
A4.1 1 /2" = 1'-0"
OPTIONAL CADET STAINLESS STEEL
HEATER WALL PANEL
a RIGHT WALL ELEVATION
PAPER TOWEL DISPENSER
3'-0" 6"
24" x 36"
MIRROR
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TABLES PER A2.1
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OPEN STORAGE
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STAINLESS STEEL WALL PANEL OPTIONAL CADET
OWNER FURNISHED STEEL HEATER
TABLES PER A2.1'
DATA RACK
DATA RACK, LOCATED
PER PLAN AND PLAN
NOTES. OUTLETS TO BE
CENTERED IN OPENING
MEN
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Dept. of Community Development-,-, n
SWITCHED SO AMP AV DUPLEX OUTLET Permit A _) ( %
FIXED 20AMP DOUBLE DUPLEX By
OUTLET FOR IT/SECURITY Lhi3'
Date
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INTERIOR
ELEVATIONS
A4.1
RESUBMITTED
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ROOM
WALLS
CEILINGS
NUMBER
ROOM NAME
FLOOR
BASE
REMARKS
FRONT
LEFT
REAR
RIGHT
MAT'L
HEIGHT
101
STORAGE
COMMERCIAL
PVC COVE
N/A
GYP/FRP
GYP/FRP
GYP/FRP
VFT
8'-3"
FRP FLOOR -TO -CEILING
VINYL
BASE
102
BATH
COMMERCIAL
PVC COVE
GYP/FRP
GYP/FRP
GYP/FRP
GYP/FRP
VFT
8'-3"
FRP FLOOR -TO -CEILING
VINYL
BASE
103
OFFICE
COMMERCIAL
PVC COVE
GYP
GYP
GYP
GYP
VFT
8'-3"
VINYL
BASE
104
COOLER
COMMERCIAL
N/A
CLR BOX
CLR BOX
CLR BOX
CLR BOX
CLR BOX
7'-0"
BY COOLER BOX MFR
VINYL
105
SERVICE
COMMERCIAL
PVC COVE
GYP/FRP
GYP/FRP
GYP/FRP
GYP/FRP
VFT
8'-3"
FRP FLOOR -TO -CEILING
VINYL
BASE
FINISH SCHEDULE NOTES
FRP "KEMLITE" 0.90 WHITE FIBERGLASS REINFORCED PANEL
GYP 1/2" GYPSUM BOARD AT WALLS
5/8" GYPSUM BOARD AT CEILING
VFT VINYL -FACED CEILING TILE, GRIDSTONE VINYL GYP #12 VG
CLR BOX INSULATED ALUMINUM COOLER BOX PANEL, WHITE
MATERIAL SPECS/GENERAL NOTES
FRP (FIBERGLASS REINFORCED PANEL):
WRAP ALL WINDOW SURROUNDINGS (EXCEPT FRONT WINDOW SILLS) WITH FRP
FRP SHALL EXTEND FROM COVED BASE TO CEILING
SUSPENDED CEILING:
GRID TYPE TO BE ARMSTRONG "PRELUDE" ML, 15/16" EXPOSED TEE
FIRE PERFORMANCE = 0
CHEMICAL RESISTANCE = 0
SEISMIC CATEGORY RATING = D, E & F
DUTY LOAD = HEAVY DUTY - ASTM C 635
DOOR SCHEDULE
DOOR
FRAME
HRDWR
GROUP
REMARKS
0
SIZE
THICK
MAT'L
FINISH
GLAZING
TYPE
MAT'L
THICK
FINISH
30 X 68
U-1 3/4"
HM
PAINT
TEMPERED
A
HM
7 3/4"
PAINT
1
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MINIMUM U=0.37
2
30 X 68
0'-1 3/4"
WD
PAINT
N/A
B
HM
5 3/4"
PAINT
2
16 GAGE FRAME
DOOR HARDWAF;E GROUPS
GROUP 1: 3 EA. HINGES McKINNEY T2714 4.5x4.5 NRP, FINISH 652
1 EA. LOCKSET SCHLAGE MORTISE L9453 ENTRANCE LOCK,
SCHLAGE 06 STANDARD HANDLE SATIN FINISH, FULL FACE
ESCUTCHEON, L583-363 EZ TURN
1 EA. THRESHOLD 272A-3", ALUMINUM
1 EA. DOOR SHOE 216 AV, ALUMINUM
1 EA. DOOR SEAL PS074, BLACK
1 EA. FLOOR STOP
1 EA. DOOR CLOSER SARGENT 1431 RUO EN
GROUP 2: 3 EA. HINGES McKINNEY T2714 4.5x4.5 NRP, FINISH 652
1 EA. DEADBOLT SCHLAGE B571 INDICATOR, 626 SATIN FINISH
1 EA. PUSH PULL, 626 SATIN FINISH
1 EA, DOOR CLOSER SARGENT 1431 RUO EN
WINDOW TYPES
WINDOW MFR: JELD-WEN WINDOWS (OR APPROVED EQUAL)
FINISH - PREMIUM VINYL (V-4500)
COLOR - WHITE
GLAZING - DOUBLE PANE, LOW-E 366, ARGON FILLED, TEMPERED INSULATED GLASS
(FIELD VERIFY SOLAR COATINGS PER LOCATION)
FIXED: U = 0.26, SHGC = 0.24
SLIDER: U = 0.29, SHGC = 0.22
DOOR TYPES
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TYPE A
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GENERAL NOTES
1. DOOR CLOSERS SHALL BE ADJUSTED SUCH THAT FROM
AN OPEN DOOR POSITION OF 90°, THE TIME NEEDED TO
MOVE THE DOOR TO AN OPEN POSITION OF 12' SHALL BE
5 SECONDS.
2. DOOR SURFACES WITHIN 10" OF THE FLOOR SHALL BE
SMOOTH SURFACES ON THE PUSH SIDE EXTENDING THE
FULL WIDTH OF THE DOOR. PARTS CREATED BY HORIZ.
OR VERT. JOINTS IN SUCH SURFACE SHALL BE WITHIN
1/16" OF THE SAME PLANE AS THE OTHER. CAVITIES
CREATED BY ADDED KICK PLATES SHALL BE CAPPED.
3. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING
OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO
ACTIVATE OPERABLE PARTS SHALL BE 5 LBS MAX.
APpROVED
City of Federal Way
Dept. of Community Development
Permit #
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DATE: 01-30-17
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XMMU N� DEVELOWAy
G
10 0 5 10 20
(FEET)
1 INCH = 10 FT
EXISTING BUILDING
CIVIL SITE PLAN
1"=109
WNL
CONSTRUCTION NOTES.
EXISTING BUILDING FOOTPRINT, SEE BUILDING DESIGN SHEETS FOR ADDITIONAL_
INFORMATION.
EXISTING ATM, (4) ADJACENT BOLLARDS, AND RAISED CONCRETE ISLAND TO REMAIN IN
PLACE AND BE PROTECTED DURING ALL PHASES OF CONSTRUCTION.
CONSTRUCT TRASH AND RECYCLING ENCLOSURE. 6-0" TALL CMU WITH METAL GATES.
RI=FFR TO BUILDING PLANS FOR ALL INFORMATION.
QCONSTRUCT 6" THICK CONCRETE (fc = 4,000 PSI,) W/ #5 REBAR @ 12" o.c. 3" CLEAR ALL
SIDE. PLACE OVER 12" 3/4 minus BASE ROCK.
CO NIS RUCT 3" ASPHALT SECTION -1/2" MIX W/ PG 64-28 BINDER (OR LOCAL
EQUIVALENT) ASPHALT PAVING OVER 12" OF 3/4" minus BASE ROCK OVER APPROVED
SUB -GRADE. ALL PLACEMENT AND COMPACTION SHALL CONFORM TO WSDOT
STANDARDS FOR CONSTRUCTION.
0 APPROXIMATE LOCATION OF SAW CUT LIMITS FOR EXISTING POTHOLES WITHIN
PARKING AND MANEUVERING AREA. CONSTRUCT PATCH - 1/2" MIX W/ PG 64-28 BINDER
(OR LOCAL EQUIVALENT) ASPHALT PAVING OVER 12" OF 3/4" minus BASE ROCK OVER
APPROVED SUB -GRADE. ALL PLACEMENT AND COMPACTION SHALL CONFORM TO
WSDOT STANDARDS FOR CONSTRUCTION. ALL VERTICAL FACES SHALL BE APPLIED
WITH TACK COAT PRIOR TO NEW AC PLACEMENT
CONSTRUCT PEDESTRIAN PATH TO PUBLIC; RIGHT-OF-WAY.
EXISTING ASPHALT PAVEMENT TO BE HEATED AND STAMPED USING A DIAGONAL
HERRINGBONE PATTERN, THEN COLORED USING ULTRA BOND 400 XP ASPHALT
COATING OR APPROVED EQUAL. GC TO COORDINATE ASPHALT COLORS AND SCHEME
WITH OWNER AND CITY OF FEDERAL WAY AT T.O.C.
8� CONSTRUCT CONCRETE ADA CURB RAMP TYPE "B" PER WSDOT STANDARD DRAWING
F-40.15-03. PROVIDE NEW TRUNCATED DOME DETECTABLE WARNING PER WSDOT
STANDARD DRAWING F45.10. COORDINATE WITH CITY INSPECTOR AT T.O.C. AS
REQUIRED.
CONSTRUCT EMBEDDED CURB PER DETAIL 1 ON SHEET C3.0. FIELD VERIFY SAWCUT
LIMITS OF ASPHALT PATCH AND COORDINATE WITH CITY INSPECTOR AT T.O.C.
10 CONSTRUCT LANDSCAPE WITHIN LIMITS SHOWN. SOIL TO BE HELD DOWN BEHIND
CURB PER DETAIL 1 ON SHEET C3.0. FIELD VERIFY SAWCUT LIMITS OF ASPHALT
PATCH AND COORDINATE WITH CITY INSPECTOR AT T.O.C.
11 CONSTRUCT SIDEWALK PER DETAIL 2 ON SHEET C3.0. WIDTH PER PLAN.
12 APPROXIMATE LOCATION OF 1"0 IRRIGATION SERVICE POINT OF CONNECTION.
PROVIDE 1" FEBCO MODEL 850 DOUBLE CHECK ASSEMBLY WITHIN OWNER APPROVED
BOX. GC TO COORDINATE WITH OWNER AT T.O.C. AS REQUIRED,
13 INS i ALL "RAB BRAND" AREA LIGHT. POLE HEIGHT, SHAPE/COLOR AND FIXTURE SHOE
BOX TO MATCH EXISTING, LIGHT POLE BASE PER DETAIL 4 ON SHEET C2.0. FIXTURE TO
MEET ENERGY EFFICIENCY AND ALL REQUIREMENTS OF THE FEDERAL WAY REVISED
CODE. LIGHT WATTAGE AND PRODUCT NUMBER TO BE VERIFIED PRIOR TO ORDERING.
14 AREA LIGHT TO BE WIRED FROM EXISTING TYPE 1 LIGHTING CIRCUIT ON WEST SIDE OF
PROPOSED TRASH ENCLOSURE. IF EXISTING LIGHTING CIRCUIT DOES NOT MEET
CAPACITY TO POWER BOTH LIGHTS EXISTING TYPE 1 AREA LIGHT SHALL BE REMOVED,
AND REPLACED WITH NEW TYPE 2 "RAB BRAND" AREA LIGHT.
15 LO iTION OF NEW RELOCATED POWER METER. GC SHALL COORDINATE WITH
IN:' I ALLATION WITH UTILITY COMPANY. GC SHALL COORDINATE ACTUAL LOCATION
WI I 1 i 'WNER PRIOR TO INSTALLATION.
16 AP ROXIMATE LOCATION OF RE-ROUTED POWER -SUPPLY. GC SHALL COORDINATE
CCNDU!T SIZE, DEP-T II ANn SEPARATION REQUIF =NTS PRIOR TO !NSTALLATION.
17 APPROXIMATE LOCATION OF RE-ROUTED TELEPHONE SUPPLY. GC SHALL COORDINATE
CC T SIZE, DEPTH AND SEPARATION REQUIREMENTS PRIOR TO INSTALLATION.
18 IN L L OLDESTRIAN TRASH RECEPTACLE AT LOCAT ION SHOWN ON PLANS. PROVIDE
"W'DkV. l 36 GALLON SLATTED STEEL. RECEPTACLE W/DOME TOP, SILVER IN COLOR,
MODEL. # - WC3600-DT-SLV" TRASH RECEPTACLE
19 IN _ FAT. _ BICYCLE PARKING AT LOCATION SHOWN ON PLANS. PROVIDE "HOOP RACK 2
Bl�.E RACK, SURFACE MOUNT, SILVER IN COLOR, MODEL # - HR-FT-EPX" BICYCLE RACK.
20 NE!V c`<TRUDED CURB PER DETAIL 1/C3.0
21 NF;rV ADA COMPLIANT RAMP PER DETAIL. 5/C3.0
22 NE4 RAMP LANDING. LANDING TO BE LEVEL., MAX 2% CROSS SLOPE
23 NE4 HANDRAIL PER DETAIL 6/C3.0. PROVIDE HANDRAIL ON BOTH SIDES OF RAMP
?4 PROVIDE EXTRUDED CURB SIMILAR TO DETAIL 1/C3.0, WIDTH TO MATCH EXISTING.
PROVIDE 1/2" PRE -MOLDED JOINT FILLER. HOLD JOINT FILLER DOWN 1/2" USING "ZIP
STRIP" AS REQ'D. FILL W/ GRAY SONOLASTIC SL-2 FLEXIBLE JOINT COMPOUND. SEF
DE:"AIL. 2/C3.0 FOR ADDITIONAL INFORMATION. SEE BUILDING PLANS FOR ADDITIONAL
WF;TER PROTECTION MEASURES
S I"i2IPMG & SIGNAGE NOTES:
it INS iA!..I.. NEW DUTCH BROS PREORDER MENU SIGN AT APPROXINIATE LOCATION
SHOWN. GC TO COORDINATE INSTALLATION WITH OWNER. SIGN TO BE PROVIDED
BY DUTCH BROS.
u PAINT:," SOLID WHITE STRIPING AS SHOWN.
E PAIN I NEW SYMBOLS AND STRIPING AS SHOWN, TYPICAL.
I ' I PAINT NEW WORDS MINIMUM HEIGHT 24", TYPICAL.
C PAINT 4" SOLID WHITE LINES ROTATED Al 3W SPACED 2' O.C. TYPICAL AS SHOWN.
El PANT WHITE & BLUE DISABLED ACCESS S"MBOL IN PARKING SPACES AS SHOWN
PL:R CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN. SEE DETAIL 5 ON 02.0
FOR ADDITIONAL INFORMATION TYPICAL.
17 l PROVIDE AND INSTALL DISABLED ACCESS PARKING SIGN W/ ASSOCIATED
WHEELCHAIR SIGN WHERE REQUIRED PER CURRENT ADA STANDARDS FOR
ACCESSIBLE DESIGN, SEE DETAIL 5 ON C5.0 FOR ADDITIONAL INFORMATION
TYPICAL.
F81 REPAIR EXISTING STRIPING AS REQUIRED -10 MATCH NEW STRIPING. MATCH
EXISTING, LOCATION, TYPE, SIZE TYPICAL.
"ALL PAINT SHALL BE FAST DRYING 'TRAFFIC LINE PAINT' CONFORMING TO ODOT
STANDARD SPECIFICATIONS. ALL STRIPING PAINT SHALL BE APPLIED TWICE.
`ALL STRIPING, SIGNS, LETTERS & ARROWS SHALL CONFORM TO THE CURRENT
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR
STREETS & HIGHWAYS.
RECEIVED
AUG 2 9 2017
CITY OF FEDERAL WAY
COMMUNfTY DEVELOPMENT
IF "f HIS BAR DOES NOT MEASURE.
'I -INCH IN LENGTH, INEN THE
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PROJECT NO:
P-2099-16
DRAWN:
CCK
CHECKED:
JDM
DATE:
12-29-16
CIVIL SITE PLAN
2
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