HomeMy WebLinkAboutREVISED PLANS 2 - 23-00605 - Dutch Bros - New Commercial BldgDRAWING INDEX:
REVISION:1 2 3 4 5
GENERAL INFORMATION:
G0.0 COVER SHEET
G0.1
ACCESSIBILITY INDEX/
PREFERRED VENDOR LIST/
KITCHEN EQUIPMENT SUPPLIER LIST
G1.0 SPECIFICATIONS
G1.1 SPECIFICATIONS
G1.2 SPECIFICATONS
G1.3 SPECIFICATONS
G1.4 SPECIFICATONS
G1.5 SPECIFICATONS
CIVIL:
C1.0 COVER SHEET
1 OF 1 ALTA/ TOPO SURVEY
C1.1 DEMOLITION AND EROSION PLAN
C2.0 SITE PLAN
C2.1 HORIZONTAL CONTROL
C3.0 GRADING PLAN
C3.1 DRAINAGE PLAN
C4.0 UTILITY PLAN
C5.0 CIVIL DETAILS
LANDSCAPE:
LP-1 LANDSCAPE PLAN
LP-2 LANDSCAPE NOTES AND DETAILS
LI-1 IRRIGATION PLAN
LI-2 IRRIGATION NOTES AND DETAILS
LI-3 IRRIGATION SPECIFICATIONS
SITE PLAN:
SP1.0 SITE PLAN X
SP1.1 SITE SIGNAGE DETAILS
SP1.2 BUILDING SIGNAGE DETAILS
ARCHITECTURAL:
A1.0 EQUIPMENT/ ENLARGED COOLER/
FIRE LIFE SAFETY PLAN
A1.1 EQUIPMENT SCHEDULE
A1.2 IT/ LIGHTING/ PLUMBING/ TABLE
SCHEDULES
A2.0 PARTITION/ FINISH PLAN
A2.1 FLOOR TILE PLAN & DETAILS
A3.0 REFLECTED CEILING PLAN
A3.1 AWNING/ CANOPY DETAILS
A4.0 ROOF PLAN
A5.0 INTERIOR ELEVATIONS
A5.1 INTERIOR ELEVATIONS -
EQUIPMENT
A6.0 BUILDING ELEVATIONS
A7.0 BUILDING SECTIONS
A7.1 WALL SECTIONS
A7.2 WALL SECTIONS
A8.0 BUILDING DETAILS
A8.1 WINDOW AND DOOR DETAILS
A9.0 TRASH ENCLOSURE PLAN/
ELEVATIONS X
A9.1 TRASH ENCLOSURE DETAILS
REVISION:1 2 3 4 5
STRUCTURAL:
S0.1 STRUCTURAL - SIGNAGE
S0.2 STRUCTURAL - SIGNAGE
S0.3 STRUCTURAL - SIGNAGE
S1.1 GENERAL NOTES X
S1.2 GENERAL NOTES
S1.3 GENERAL NOTES
S1.4 TYPICAL DETAILS
S1.5 TYPICAL DETAILS
S1.6 TYPICAL DETAILS
S1.7 TYPICAL DETAILS
S2.0 STRUCTURAL SITE PLAN
S2.1 FOUNDATION PLAN
S2.2 FOUNDATION SECTIONS
S2.3 ROOF FRAMING PLAN
S2.4 FRAMING SECTIONS
ELECTRICAL:
E0.01 ELECTRICAL SITE PLAN
E1.01 LIGHTING PLAN
E2.01 POWER PLAN
E2.02 SPECIAL SYSTEMS FLOOR PLAN
E3.01 PANEL SCHEDULES X
E4.01 ELECTRICAL SPECIFICATIONS
MECHANICAL:
M1.0 MECHANICAL PLANS
M1.1 C02 ALARM PLAN
M2.0 MECHANICAL DETAILS
M3.0 MECHANICAL SPECIFICATIONS
PLUMBING:
P1.0 PLUMBING SCHEDULE &
SPECIFICATIONS X
P2.0 PLUMBING WASTE/ VENT FLOOR
PLAN
P3.0 PLUMBING SUPPLY FLOOR PLAN
P4.0 PLUMBING ISOMETRIC PLANS
P5.0 PLUMBING DETAILS
P6.0 PLUMBING SPECIFICATIONS &
FILTER SCHEMATICS
SEE PREFERRED VENDOR LIST ON SHEET G0.1
UTILITY REQUIREMENTS
FULL ELECTRIC
DESIGN (NO GAS)
600A, 120/208V, THREE PHASE, 4-WIRE,
GROUNDED ELECTRICAL SERVICE
DOMESTIC WATER
3/4" MINIMUM, OR AS REQUIRED PER
LOCAL CODE. 50-60 PSI MEASURED AFTER
METER.
IRRIGATION
WATER
3/4" MINIMUM, OR AS REQUIRED PER
LOCAL CODE
FIRE WATER 2" MINIMUM, OR AS REQUIRED BY LOCAL
CODE, IF APPLICABLE
SEWER 4" MINIMUM, OR AS REQUIRED PER LOCAL
CODE
STORM WATER AS REQUIRED PER LOCAL CODE
CABLE INTERNET 50 MBPS MINIMUM DOWNLOAD SPEED,
10 MBPS MINIMUM UPLOAD SPEED;
ELECTRICAL OPTION w/ GAS:
ELECTRICAL 400A, 120/208V, 3-PHASE, 4-WIRE,
GROUNDED ELECTRICAL SERVICE
GAS 630,000 BTUH HEATING CAPACITY
METERED SERVICE
COVER SHEET
G0.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
11.10.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
IMAGE FOR GENERAL ILLUSTRATIVE PURPOSES
ONLY - ACTUAL BUILDING DESIGN MAY DIFFER
DUTCH BROS COFFEE - ID0906
NEW FREESTANDING STORE
855 W. MAIN ST.
REXBURG, ID 83440
MADISON COUNTY
PROJECT STATISTICS:
SCOPE
NEW CONSTRUCTION FOR DUTCH BROS COFFEE LOCATED AT:
855 W. MAIN ST.
REXBURG, ID 83440
THE BUILDING CONSISTS OF (1) DRIVE-THRU SERVICE WINDOW AND (1)
WALK-UP SERVICE WINDOW; NO INDOOR OR OUTDOOR SEATING IS
PROVIDED. SITE DEVELOPMENT INCLUDES A SMALL PARKING AREA, (2)
DRIVE AISLES, AND A TRASH ENCLOSURE AREA. THE PARCEL IS
CURRENTLY VACANT AND IS LOCATED SOUTH OF MAIN STREET AND EAST
OF PIONEER ROAD.
PARCEL DATA:
PARCEL #; RPRXBCA0252421
AREA: 40,960SQ. FT. (.94 ACRES)
ZONING: CBC (COMMUNITY BUSINESS CENTER)
ZONING OVERLAY: N/A
CODE SUMMARY:
BUILDING CODE 2018 IBC
ELECTRICAL CODE 2018 NEC
MECHANICAL CODE 2018 IMC
PLUMBING CODE 2017 ISPC (IDAHO STATE PLUMBING CODE)
FIRE CODE 2018 IFC (IDAHO FIRE CODE)
ENERGY CODE 2018 IECC
CLIMATE ZONE: 6B
ACCESSIBILITY CODE ANSI 117.1
BUILDING CONSTRUCTION DATA:
CONSTRUCTION TYPE:V-B
AUTOMATIC SPRINKLER SYSTEM:NO
PROPOSED BUILDING HEIGHT:24'-0"
MAXIMUM ALLOWABLE HEIGHT:65'-0"
PROPOSED STORIES:1
MAXIMUM STORIES:N/A
BASEMENT:NO
TOTAL FLOOR AREA:950 S.F. GROSS
MAXIMUM ALLOWABLE AREA:N/A
FIRE-RESISTANCE RATING
FOR STRUCTURAL ELEMENTS:0 HOURS
(PER IBC TABLE 601)
BUILDING OCCUPANCY DATA:
OCCUPANCY CLASSIFICATION:GROUP B (BUSINESS)
GROSS AREA:950 S.F.
LOAD FACTOR: 1/150
OCCUPANT LOAD:6.33
TOTAL OCCUPANT LOAD:7
EXITS:
TOTAL EXITS:1
7 (OCCUPANT LOAD) X .2" / PERSON:1.40 INCHES
EXIT WIDTH PROVIDED:40 INCHES
MAXIMUM EXIT ACCESS
TRAVEL DISTANCE:75 FEET
TOILETS:
TOTAL NUMBER OF TOILET FACILITIES:1 PROVIDED
IBC 1104.1 SITE ARRIVAL POINTS.
AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE PROVIDED
FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING,
ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR
SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE SERVED.
IBC 1104.2 WITHIN A SITE.
AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE
BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND
ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
VICINITY MAP1
NOT TO SCALE
N
PROJECT DIRECTORY:
DEVELOPER
MILK CRATE DEVELOPMENT, LLC.
4828 E. 1250 S.
HERBER, UT 84032
DAN RICHARDSON
D.RICHARDSON@MILKCRATEDEV.COM
(530) 864-2148
TENANT
DUTCH BROS COFFEE
110 SW 4TH STREET
GRANTS PASS, OR 97526
ATTN: RUSS ORSI, CONSTRUCTION MANAGER
RUSS.ORSI@DUTCHBROS.COM
(916) 765-7270
ARCHITECT OF RECORD
GNICH ARCHITECTURE STUDIO, LLC
AN OREGON LIMITED LIABILITY COMPANY
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
ATTN: DUSTIN HENION, PROJECT MANAGER
DUSTINH@GNICHARCH.COM
(971) 346-2526
CIVIL ENGINEER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE S
KENT, WA 98032
ATTN:JOSHUA A. HARLAN, P.E., PRINCIPAL ENGINEER
JHARLAN@BARHAUSEN.COM
(425) 251-6222
STRUCTURAL ENGINEER
CASE ENGINEERING, INC.
796 MERUS COURT
ST. LOUIS, MO 63026
ATTN: STEPHEN J. SACCO, PRINCIPAL
SSACCO@CASEENGINEERINGINC.COM
(636) 349-1600
ELECTRICAL/ MECHANICAL/ PLUMBING
ENGINEER
CASE ENGINEERING, INC.
796 MERUS COURT
ST. LOUIS, MO 63026
ATTN: MATT CASE, MECHANICAL ENGINEER
MCASE@CASEENGINEERINGINC.COM
(636) 349-1600
GEOTECHNICAL ENGINEER
ATLAS TECHNICAL CONSULTANTS, LLC
484 EASTLAND DRIVE SOUTH, SUITE 103
TWINS FALLS, ID 83301
ATTN:ETHAN SALOVE, PE
(208) 733-5323
SYMBOL LEGEND
SUBMITTALS BY OTHERS:
EXTERIOR SIGNAGE
SIGN VENDOR SHALL BE RESPONSIBLE FOR PREPARING DRAWINGS AND
OBTAINING SEPARATE SIGNAGE PERMITS AS REQUIRED BY LOCAL
JURISDICTION.
FIRE ALARM SPRINKLER SYSTEM (IF APPLICABLE)
DESIGN TEAM/ ARCHITECT SHALL BE RESPONSIBLE FOR PREPARING
DRAWINGS AND OBTAINING ALL BUILDING PERMITS AS REQUIRED BY
LOCAL JURISDICTION.
NOTE: I/ WE UNDERSTAND THAT I/ WE WILL NOT BE AUTHORIZED FOR ANY
INSPECTION OF THE DEFERRED ITEMS PROPOSED PRIOR TO THE
SUBMITTAL AND APPROVAL OF PLANS AND/ OR CALCULATIONS FOR
THOSE DEFERRED ITEMS.
BULK CARBONATION (CO2) SYSTEM
VENDOR SHALL BE RESPONSIBLE FOR PREPARING DRAWINGS AND
OBTAINING SEPARATE CO2 SYSTEM PERMITS AS REQUIRED BY LOCAL
JURISDICTION.
GENERAL REQUIREMENTS:
1. ANY DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE DUTCH BROS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION, AND IF NOT CLARIFIED, THE
CONTRACTOR SHALL ASSUME THE MOST STRINGENT REQUIREMENTS INDICATED.
2. THE CONTRACTOR SHALL PROVIDE THE DUTCH BROS CONSTRUCTION MANAGER/ ARCHITECT WITH
SCHEDULING INFORMATION PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND WILL UPDATE THE
SCHEDULE AS NECESSARY TO REFLECT ANY CHANGES IN ACTIVITIES AND MILESTONES.
3. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ANY AND ALL APPLICABLE CODES,
RULES AND LAWS, AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ALL DIMENSIONS SHALL BE
FIELD VERIFIED. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK
AND VERIFY ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE DUTCH BROS
CONSTRUCTION MANAGER/ ARCHITECT.
4. SUBMIT FOR APPROVAL, PRIOR TO FABRICATION OR PURCHASE, SHOP DRAWINGS AND/OR
SAMPLES FOR ITEMS AS REQUESTED BY THE CONSTRUCTION MANAGER AND/OR ARCHITECT.
5. UNLESS NOTED, EXISTING CONSTRUCTION, MATERIALS AND FINISHES SHALL REMAIN. ANY DAMAGE
DONE TO THESE ITEMS SHALL BE REPAIRED TO THE ORIGINAL CONDITION BY A MEANS APPROVED BY
THE OWNER.
6. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL GOVERNMENTAL CODES, LAWS AND
REGULATIONS. ALL MATERIAL SHALL MEET FLAME SPREAD AND SMOKE CONTRIBUTION
REQUIREMENTS OF THE LOCALLY ADOPTED BUILDING CODE, AND AS NOTED IN THE CONTRACT
DOCUMENTS.
7. THE DRAWINGS SHALL SERVE AS WORKING DRAWINGS FOR THE GENERAL LAYOUT OF THE VARIOUS
ITEMS OF EQUIPMENT. HOWEVER, LAYOUT OF EQUIPMENT, ACCESSORIES, SPECIALTIES (INCLUDING
FURNITURE), AND CONDUIT SYSTEMS ARE DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. IF
ADDITIONAL JUNCTION BOX, PULL-BOX, OR OTHER DEVICES ARE REQUIRED TO COMPLETE AN
INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF THE ADDITIONAL
WORK AND COST PRIOR TO PROCEEDING.
8. ALL SHOP DRAWINGS PREPARED BY THE MANUFACTURER MUST BE REVIEWED BY THE
CONTRACTOR. THE CONTRACTOR'S STAMP OF APPROVAL AND DATE MUST BE INCLUDED ON ALL
SUBMITTED MATERIALS ALONG WITH THE PROJECT NAME. SUBMITTALS NOT CONTAINING THE ABOVE
INFORMATION WILL BE RETURNED WITHOUT ACTION. THE REVIEW OF SHOP DRAWINGS DOES NOT
RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR DEVIATIONS FROM
THE CONTRACT DOCUMENTS, UNLESS THEY ARE CALLED OUT IN WRITING AT THE TIME OF
SUBMISSION AND WRITTEN ACCEPTANCE. THE ENGINEER IS RESPONSIBLE FOR DETAILS, SIZE OF
MEMBERS AND QUANTITIES IN SHOP DRAWINGS, BASED ON INFORMATION PROVIDED ON THE
ENGINEERED PLANS; OMISSIONS OF COMPONENTS OR FITTINGS; AND FOR COORDINATING ITEMS
WITH ACTUAL BUILDING CONDITIONS AND ADJACENT WORK. ERRORS AND OMISSIONS DISCOVERED
AT A LATER TIME WILL BE CONSIDERED NON CONFORMING WORK.
9. THE CONTRACTOR SHALL MAINTAIN ON THE SITE AN UP-TO-DATE COMPLETE "RECORD" SET OF
PRINTS WHICH ARE CORRECTED DAILY WITH ALL CHANGES IN LAYOUT FROM THE ORIGINAL DRAWINGS
AND SPECIFICATIONS. CONTRACTOR SHALL DELIVER "RECORD" SET TO CONSTRUCTION MANAGER
PRIOR TO FINAL PAYMENT. "RECORD" SET SHALL INCLUDE: ONE FULL PERMIT SET AND ONE SET OF
CONSTRUCTION REDLINES.
10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS, DUTCH BROS
WILL BE RESPONSIBLE FOR FEES PAYMENT. CONTRACTOR SHALL PROVIDE THE OWNER A COPY OF
THE BUILDING PERMIT PRIOR TO COMMENCING ANY WORK. CONTRACTOR WILL NOTIFY THE
CONSTRUCTION MANAGER/ ARCHITECT OF ALL PERMIT AND CODE INSPECTIONS. CONTRACTOR SHALL
BE RESPONSIBLE FOR OF BUILDING PAD CERTIFICATION PER THE AUTHORITY HAVING JURISDICTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 3RD PARTY INSPECTIONS/ CERTIFICATIONS IN ORDER
TO OBTAIN THE CERTIFICATE OF OCCUPANCY.
11. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE WORK OF ALL
SUBCONTRACTORS, AND WORK RELATED DIRECTLY TO THE PROJECT BEING PERFORMED UNDER
SEPARATE CONTRACT. CONTRACTOR SHALL SUBMIT A LIST OF EACH SUBCONTRACTOR'S NAME,
CONTACT, ADDRESS AND TELEPHONE NUMBER AS WELL AS EMERGENCY CONTACT INFORMATION TO
CONSTRUCTION MANAGER PRIOR TO BEGINNING CONSTRUCTION.
12. CONTRACTOR SHALL MAKE EVERY EFFORT TO KEEP THE BUILDING AREAS CLEAN AND SAFE
DURING THE CONSTRUCTION PERIOD. CONTRACTOR SHALL USE WALK-OFF MATS TO PROTECT
FLOORING. CONTRACTOR AND ITS SUBCONTRACTORS SHALL PREVENT NOISE, DUST, SMOKE AND
ODORS FROM INTERFERING WITH THE NORMAL OPERATIONS OF NEIGHBORING AREAS, INCLUDING
WALKWAYS AND STREETS.
- CONSTRUCTION DEBRIS WILL BE REMOVED FROM THE SITE. THE SITE AREA SHALL BE KEPT CLEAN
AND ORGANIZED AT ALL TIMES.
- ALL WALL, FLOOR OR CEILING PENETRATIONS SHALL BE SLEEVED AND ADEQUATELY SEALED TO
PREVENT THE SPREAD OF SMOKE, FIRE AND RODENTS PER APPLICABLE CODES. THE CONTRACTOR
SHALL PROVIDE TEMPORARY PROTECTION WHEN WORK CANNOT BE COMPLETED IN ONE WORK SHIFT.
- THE CONTRACTOR SHALL PROVIDE AN ADEQUATE NUMBER OF FIRE EXTINGUISHERS IN THE WORK
AREA THROUGHOUT THE CONSTRUCTION PERIOD.
- THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO ANY ELECTRICAL SHUTDOWNS
WHICH MAY AFFECT EXISTING TENANTS OR NEIGHBORS.
- THE CONTRACTOR SHALL PROHIBIT SMOKING ON AND WITHIN 25 FEET OF THE BUILDING AREA.
13. CLEAN-UP - THE PROJECT SITE SHALL BE SWEPT UP AND TRASH SHALL BE REMOVED ON A DAILY
BASIS. CARE SHALL BE TAKEN TO KEEP ADJACENT OCCUPIED TENANT AREAS CLEAN DURING
CONSTRUCTION ON A DAILY BASIS WHERE WORK REQUIRED BY THIS PROJECT DISTURBS ADJACENT
AREAS.
- THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION DEBRIS. LOCATION OF LARGE
DUMPSTERS FOR CONTRACTORS MUST BE APPROVED AND PLACED AS DIRECTED BY THE
CONSTRUCTION MANAGER. THE CONTRACTOR WILL OBTAIN THE PERMIT FOR THE DUMPSTER.
- PRIOR TO OCCUPANCY, SPACE SHALL BE LEFT CLEAN OF ALL DEBRIS. WALL AND OTHER SURFACES
SHALL BE WIPED DOWN, GLASS WASHED, BLINDS DUSTED, FLOORS SWEPT AND/OR VACUUMED, TILE
CLEANED AND WOODWORK CLEANED.
- CONTRACTOR IS RESPONSIBLE FOR DELIVERING THE PREMISES AT COMPLETION IN A "MOVE-IN"
CONDITION.
- CONTRACTOR WILL BE REQUIRED TO LEAVE EXTRA MATERIALS IN THE WORKROOM: TWELVE TILES,
ONE BOX OF VINYL FACED CEILING TILE, ONE BOX OF QUARRY TILES, MINIMUM 1/2 GALLON OF EACH
PAINT AND BASE PAINT USED, TO BE LEFT IN BATHROOM OR MONOLITH ATTIC SPACE.
PROJECT LOCATION:
855 W. MAIN STREET.
REXBURG, ID 83440
CL
00
1
SECTION
REFERENCE
DOOR SCHEDULE
REFERENCE
CENTERLINE
MASTER MATERIAL
SCHEDULE REFERENCE
EQUIPMENT SCHEDULE
REFERENCE
WALL ASSEMBLY
TYPE REFERENCE
ELEVATION
MARKER
ENLARGED DETAIL
REFERENCE
REVISION TAG
REVISION CLOUD
XX-00
0
X
1 10.02.23 CITY COMMENTS
2 11.10.23 CITY COMMENTS
CLEARANCES
CLEAR WIDTH OF AN ACCESSIBLE ROUTE
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ANSI FIGURE 404.2.2
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BIFOLD DOOR
DOORWAYS WITHOUT DOORS
FORWARD REACH REQUIREMENTS ANSI FIGURE 308.2.1 AND FIGURE 308.2.2
SIDE REACH REQUIREMENTS ANSI FIGURE 308.3.1 AND FIGURE 308.3.2
UNOBSTRUCTED (A) OBSTRUCTED (B) OBSTRUCTED
X > 24"
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I
L
S
1/
1
2
M
A
X
W
/
R
A
I
L
S
RO
U
T
E
W
I
D
T
H
-
DO
U
B
L
E
C
H
A
I
R
CLEAR WIDTH OF DOORWAYS
HINGED DOOR
POCKET OR SLIDING DOOR
UNOBSTRUCTED (B) OBSTRUCTED(A) OBSTRUCTED
CLEAR FLOOR SPACES ANSI FIGURE 305.3 AND FIGURE 305.7
STANDARD CLEAR
FLOOR SPACE
X > 15"
CLEARANCE AT ALCOVES
LEVEL CHANGE ON ACCESSIBLE ROUTE ANSI FIGURE 303.2 AND FIGURE 303.3
CHANGE IN LEVEL - SQUARE CHANGE IN LEVEL - SLOPED
1
2
PAPER TOWEL
DISPENSER
SANITARY
NAPKIN
DISPENSER
FIRE ALARM
PULL STATION
SWITCH
HORN/
STROBE
STROBES
WALL MOUNTED DEVICES AND APPLIANCES
FINISHED FLOOR
MANEUVERING CLEARANCES AT SWINGING DOORS
AP
P
R
O
A
C
H
HINGE APPROACH
X = 36" MIN. WHEN Y = 60"
X = 42" MIN. WHEN Y = 54" TO 60"
AP
P
R
O
A
C
H
Y = 54" MIN. IF DOOR HAS CLOSER
PULL SIDE
AP
P
R
O
A
C
H
X=12" MIN WHEN DOOR
HAS CLOSER & LATCH
Y = 48" MIN. IF
DOOR HAS CLOSER
ANSI SECTION 404.2.3
DOORS
CLEARANCE AT WATER CLOSETS AND HEIGHT
AP
P
R
O
A
C
H
APPROACH
PLUMBING FIXTURES
GRAB BARS AT WATER CLOSETS
ANSI FIGURE C606.2(a) AND FIGURE 306.2
BLOCKING AT WATER CLOSET GRAB BARS
SEAT
COVER
DISPENSER
TOILET ROOM ACCESSORY MOUNTING HEIGHTS
THERMOSTAT/
SECURITY/
FIRE ALARM
CEILING
SOCKET ABOVE
COUNTER
FEC
APPROACH
FRONT APPROACH
PULL SIDE PUSH SIDE
PULL SIDE PUSH SIDE
LATCH APPROACH
PUSH SIDE
Y = 48", IF DOOR HAS
BOTH LATCH AND CLOSER
F.
O
.
D
O
O
R
ANSI FIGURE 604.3 AND FIGURE 604.4
ANSI FIGURE 604.5.1 AND FIGURE 604.5.2
CLEARANCE AT LAVATORIES AND SINKS
LAVATORY KNEE CLEARANCE
AND MIRROR MOUNTING LAVATORY CLEARANCE
AREA OF
BLOCKING AT
FRAMED WALL
MOUNTING HEIGHTS
ROOM
SIGNAGE
CL
CL
TOILET PAPER DISPENSER OUTLET LOCATION FIGURE 604.7
90°0'0""
ACCESSIBLE ROUTE
INDICATOR LINE
3" MAX.
PROJECTION
MA
X
H
E
I
G
H
T
T
O
A
L
L
OP
E
R
A
B
L
E
P
A
R
T
S
CL CL CL
F.
O
.
D
O
O
R
F.
O
.
D
O
O
R
F.
O
.
D
O
O
R
F.
O
.
D
O
O
R
MIRROR
PIPE WRAP,
TYP.
KNEE
CLEARANCE
AREA
TOILET PAPER
HOLDER
32" MIN.
32" MIN.
32" MIN.
36" MIN.
48"
48
"
M
A
X
.
30"24" MAX.30"
46
"
M
A
X
.
48
"
M
A
X
.
20" MAX.
34
"
M
A
X
.
44
"
M
A
X
.
>20"-25"
34
"
M
A
X
.
10" MAX.
34
"
M
A
X
.
X
X
60" MIN.
1/
4
"
M
A
X
.
32
"
MI
N
.
32
"
MI
N
.
24"
MAX.
10" MAX.
48
"
M
A
X
.
34
"
M
A
X
.
48"48"
30"
48
"
M
A
X
.
30" MIN.
48
"
M
I
N
.
36" MIN.
1/
2
"
M
A
X
.
48
"
M
I
N
.
30
"
M
I
N
.
48
"
T
O
T
O
P
O
F
OP
E
R
A
B
L
E
S
W
I
T
C
H
40
"
96
"
A
.
F
.
F
.
M
A
X
.
6"
M
I
N
.
48
"
M
A
X
.
T
O
TO
P
O
F
C
O
N
T
R
O
L
S
78
"
M
A
X
.
44
"
M
A
X
.
T
O
OF
T
O
P
S
O
C
K
E
T
48
"
M
A
X
.
48
"
M
A
X
.
T
O
OF
T
O
P
S
W
I
T
C
H
15
"
M
I
N
.
T
O
OF
B
O
T
T
O
M
S
O
C
K
E
T
48
"
M
A
X
.
T
O
OF
T
O
P
S
O
C
K
E
T
32"
MIN.
Y
24" MIN.
Y
48
"
M
I
N
.
24" MIN.
18"
27
"
M
I
N
.
34
"
M
A
X
.
TO
R
I
M
8" MIN. KNEE CLEARANCE
48" TYP.
60" TYP.
15
"
MI
N
.
63
"
T
Y
P
.
39
"
T
Y
P
.
6"
80
"
A
.
F
.
F
.
M
A
X
.
18" MIN.
24" PREFERRED
60
"
M
I
N
.
X
Y
42
"
M
I
N
.
54"
Y
42
"
M
I
N
.
6" MAX. TOE CLEARANCE
17" MIN. DEPTH
9"MI
N
.
30
"
M
I
N
.
48" MIN.
25" MAX.
17" MIN.
17
"
-
1
9
"
TO
P
O
F
S
E
A
T
6"
39
"
T
Y
P
.
43" TYP.
6"
48
"
M
I
N
.
48
"
M
I
N
.
60
"
M
A
X
.
60"
36
"
M
I
N
.
60
"
M
I
N
.
4"
24"
15
"
MI
N
.
32"
MIN.
32"
MIN.
32"
MIN.
32"
MIN.
40
"
M
A
X
.
T
O
B
O
T
T
O
M
O
F
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
15
"
MI
N
.
29
"
M
I
N
.
4" MAX.
PROJECTION
CL
7"- 9"
1
1
/
2
"
M
I
N
.
19
"
MI
N
.
CL
CL
33
"
-
3
6
"
TO
P
O
F
B
A
R
6" MAX.12"
MIN.
24" MIN.
36" MIN.39"- 41"
54" MIN.
39
"
-
4
1
"
33
"
-
3
6
"
TO
P
O
F
B
A
R
18
"
MI
N
.
42" MIN.
12"
MAX.
24" MIN.
1 12"1 14" MIN.
2" MAX.
NOTE:
1. SPACE BETWEEN GRAB
BAR AND PROJECTING
OBJECTS BELOW AND AT
ENDS SHALL BE 1 12" MIN.
F.
O
.
D
O
O
R
NOTE:
1. WALL MOUNTED DEVICES SHALL NOT EXTEND MORE THAN 4" BEYOND WALL SURFACE
WHEN LOCATED BELOW 6'-8"
2. OPERABLE PARTS OF SANITARY NAPKIN DISPENSER 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 POUNDS MAX.
APPROACH
32"
MIN.
X48
"
M
I
N
.
48
"
M
I
N
.
AT
R
A
M
P
S
TOP OF
CONTROLS
15
"
MI
N
.
RESTROOM
CL
1/4" THICK ROUND UNISEX
ROOM SIGN WITH EASED EDGES
CENTERLINE OF
DOOR AND SIGN
WHITE BACKGROUND OF ROUND
PORTION OF SIGN TO
CONTRAST WITH DOOR
DARK BACKGROUND OF
TRIANGLE PORTION OF SIGN
TO CONTRAST WITH ROUND
PORTION OF SIGN BACKGROUND
1/8" TO 1/4" RADIUS AT
TRIANGLE VERTICES
1.PROVIDE GEOMETRIC SYMBOLS ON RESTROOM DOORS CENTERED ON THE DOOR
AT 60” AND THEIR COLOR AND CONTRAST SHALL BE IDENTIFIED FROM THE COLOR
AND CONTRAST OF THE DOOR.
2.ALSO PROVIDE SIGNAGE WITH RAISED LETTERING AND BRAILLE SYMBOLS (RAISED
1/32”) BETWEEN 5/8”- 2” HIGH LOCATED ON THE WALL ADJACENT TO THE STRIKE
EDGE OF THE DOOR THAT IDENTIFIES THE RESTROOM.
3.RAISED CHARACTERS SHALL BE 48" MIN. MEASURED TO THE BASELINE OF THE
LOWEST RAISED CHARACTER AND 60" MAX MEASURED TO THE BASELINE OF THE
HIGHEST RAISED CHARACTER; ABOVE THE FLOOR.
1/4" THICK RAISED
12" DIAMETER CIRCLE
AND 1/4" THICK RAISED TRIANGLE
WITHIN 12" DIAMETER CIRCLE
RESTROOM DOOR SIGNAGE
NOTE:SIGNAGE COLORS AND LETTER SIZE SHALL COMPLY
WITH LOCAL CODE AND ACCESSIBILITY REQUIREMENTS
CENTERLINE OF SIGN
4'-0" MIN. - 5'-0" MAX. A.F.F.
B.O. SIGN/ BOTTOM LINE OF TEXT
4'-0" MIN. A.F.F.
60
"
A
.
F
.
F
.
12"
RE
F
E
R
T
O
P
L
A
N
9"
KITCHEN EQUIPMENT SUPPLIERS
REGION
AZ
,
C
A
,
H
I
,
I
D
,
NV
,
O
R
,
U
T
,
WA
CURTIS RESTAURANT EQUIPMENT
VARIOUS LOCATIONS
ATTN: JOSH RICKFORD
O: (541) 779-8335
M: (503) 744-1745
J.RICKFORD@CURTISRESTEQ.COM
REQUIRED VENDORS
ANY SUBSTITUTION TO THE REQUIRED VENDORS OR EQUIPMENT REQUIRES WRITTEN APPROVAL FROM DUTCH BROS COFFEE.
PRIOR SUBSTITUTION APPROVALS ARE NOT ALLOWED; EACH PROJECT REQUIRES WRITTEN APPROVAL FOR SUBSTITUTIONS.
RO
O
F
:
DURO-LAST, INC.
525 MORLEY DRIVE, SAGINAW, MI 48601
ATTN: MOLLY GEHRLS, MBA - NATIONAL ACCOUNTS
MGEHRLS@DURO-LAST.COM
O: (989) 758-6344 ME
T
A
L
S
I
D
I
N
G
WESTERN STATES METAL ROOFING
901 W. WATKINS ST., PHOENIX, AZ 85007
ATTN: FERNANDO ESTRADA
FERNANDO@WESTERNSTATESMETALROOFING.COM
O: (877) 787-5467
M: (602) 495-0048
SI
G
N
A
G
E
&
A
W
N
I
N
G
S
:
ES&A SIGN & AWNING CO.
89975 PRAIRIE RD.
EUGENE, OR 97402
ATTN: NICK JOHNSON
NJOHNSON@ESASIGNS.COM
O: (541) 485-5546
M: (541) 799-5160
SIGNAGE: COORDINATE w/ ARCHITECT
FOR ENTITLEMENTS PHASE.
PA
R
A
P
E
T
S
T
R
I
P
L
E
D
FI
X
T
U
R
E
:
LEKTRON
4111 S. 74TH EAST AVENUE, TULSA, OK 74145
ATTN: ADONIS BREWER
ABREWER@LECTRONINC.COM
ORDERS: DUTCHBROS@LEKTRONINC.COM
(918) 622-4178
LI
G
H
T
I
N
G
:
GRAYBAR
4601 CAMBRIDGE ROAD, FORT WORTH, TX 76155
ATTN: ANSON SAUCE - SENIOR OUTSIDE SALES REP.
ANSON.SAUCE@GRAYBAR.COM
M: (817) 475-0178
ORDERS: DUTCHBROS.NATIONAL@GRAYBAR.COM
SE
R
V
I
C
E
WI
N
D
O
W
S
&
AI
R
C
U
R
T
A
I
N
S
:
QUIK-SERV
11441 BRITTMOORE PARK DR., HOUSTON, TX 77041
ATTN: BRIAN MCCLOSKEY
BMCCLOSKEY@QUIKSERV.COM
O: (713) 849-5882
M: (832) 792-2646
RE
F
R
I
G
E
R
A
T
I
O
N
:
THE REFRIGERATION CONTRACTORS INC.
17246 NE SAN RAFAEL ST., PORTLAND, OR 97230
ATTN: GLENN FRAZIER
GLENN@REFCONINC.COM
(503) 257-8668
WA
T
E
R
FI
L
T
R
A
T
I
O
N
:
HEATHCO/ EVERPURE - R.O SYSTEM
4033 16TH AVENUE SW B, SEATTLE, WA 98106
ATTN: TOM RUGGLES
TOM@HEATHCO.COM
O: (800) 767-6970
M: (206) 910-9805
FI
B
E
R
RE
I
N
F
O
R
C
E
D
PA
N
E
L
(
F
R
P
)
:
MARLITE, INC.
1 MARLITE DRIVE, DOVER, OH 44622
ATTN: JAMIE MCEDWARD
SALES MANAGER/ SPECIFICATIONS
JMCEDWARD@MARLITE.COM
(330) 260-7627
HTTPS://MARLITE.COM/FIND-A-DISTRIBUTOR/
HV
A
C
:
NCA CONSULTANTS INC.
6510 125TH AVE. N., SUITE 1001, LARGO, FL 33773
ATTN: CHRISTOPHER WITTS - VICE PRESIDENT
CWITTS@NCACONSULTANTS.COM
(727) 530-0078
ORDERS:
MARKETING@NCACONSULTANTS.COM
CA
N
O
P
Y
S
O
F
F
I
T
MA
T
E
R
I
A
L
:
HEWN ELEMENTS, LLC.
21235 SW 108TH AVE. #13, TUALATIN, OR 97062
ATTN: TOM LEISMAN - SALES REPRESENTATIVE
TOM@HEWN.COM
O: (503) 612-0241
M: (971) 235-4408
GR
E
A
S
E
IN
T
E
R
C
E
P
T
O
R
:
SCHIER
ATTN: SEAN MOLEN
NATIONAL ACCOUNTS MANAGER
DUTCHBROS@SCHIERPRODUCTS.COM
(913) 951-3300
FI
B
E
R
CE
M
E
N
T
SI
D
I
N
G
:
NICHIHA
ATTN: MATT STEPHENSON
NATIONAL BRANDS MANAGER - RESTAURANTS
MSTEPHENSON@NICHIHA.COM
(770) 805-9466 FL
O
O
R
T
I
L
E
:
BEDROSIANS TILE & STONE
ATTN: TAMARA RAMSEY
TAMARA.RAMSEY@BEDROSIANS.COM
(469) 560-6133
ORDERS: DUTCHBROS@BEDROSIANS.COM
TE
L
E
C
O
M
M
U
N
I
CA
T
I
O
N
S
/
LO
W
V
O
L
T
A
G
E
:
LTCG - LEVALDS TECHNICAL
COORDINATION GROUP
6860 DALLAS PARKWAY, SUITE 460, PLANO, TX 75024
ATTN:GREGORY LEVALDS - OWNER
GREGORY@LTCG.COM
(972) 801-9950
PA
I
N
T
:
SHERWIN-WILLIAMS
5128 SE WOODSTOCK BLVD, PORTLAND, OR 97206
ATTN: ANNA ATCHISON - SALES REPRESENTATIVE
(971) 330-0728 ANNA.ATCHISON@SHERWIN.COM
DUTCH BROS COFFEE ACCOUNT #: 7887-2870-7
SA
F
E
IN
S
T
A
L
L
A
T
I
O
N
:
LOOMIS
2500 CITY WEST BLVD., STE. 2300
HOUSTON, TX 77042
ATTN: JAYME JIMEMEZ
JAYME.JIMENEZ@US.LOOMIS.COM
(909) 238-5227
CM
U
:
CONCRETE PRODUCTS GROUP
210 EUCLID AVE., DELAWARE, OH 43015
ATTN: CORY HUPP
DIRECTOR OF NATIONAL ACCOUNTS
CHUPP@CONCRETEPRODUCTSGROUP.COM
(740) 917-3826
SE
C
U
R
I
T
Y
SY
S
T
E
M
:
NAVCO
1008 LEGACY RANCH ROAD, WAXAHACHIE, TX 75165
MARIO SALAZAR - REGIONAL ACCOUNT MANAGER
MSALAZAR@NAVCO.COM - (510) 394-3082
MICHELLE COLTON - PROJECT MANAGER, LEVEL 1
MCOLTON@NAVCO.COM - (818) 906-2826 EXT. 4104 CO
N
S
T
R
U
C
T
I
O
N
CA
M
E
R
A
:
OXBLUE COPORATION
1777 ELLSWORTH INDUSTRIAL BLVD, NW
ATLANTA, GA 30318
ATTN: MELISSA WESSELSCHMIDT
- ENTERPRISE ACCOUNT MANAGER
MWESSELSCHMIDT@OXBLUE.COM
(404) 400-7616
INTERNET SERVICE PROVIDER
PROVIDE PROJECT'S ISP
CONTACT INFORMATION
STAINLESS STEEL PACKAGE
AIS INDUSTRIES, INC.
4300 S. STATION MASTER DRIVE
TUCSON, AZ 85714
ATTN: LARA GARCIA
O: (520) 882-0233
M: (520) 235-1123
LARA@AISINDUSTRIES.COM
ACCESSIBILITY
DETAILS
G0.1
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
“Th
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SPECIFICATIONS
G1.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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08.31.2023
SPECIFICATIONS
G1.1
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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08.31.2023
SPECIFICATIONS
G1.2
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SPECIFICATIONS
G1.3
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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08.31.2023
SPECIFICATIONS
G1.4
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SPECIFICATIONS
G1.5
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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2
5
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ISSUED FOR PERMIT:
08.31.2023
DU
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.
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C1
.
0
SCALE: 1"=20'
LEGEND
PROJECT DATA
PVC
HP HP
LP LP
GB GB
2.2%
302.35 TC
301.85 AC
HORIZONTAL CONTROL NOTE:
MONUMENT PROTECTION NOTE:
UTILITY CONFLICT NOTE:
EXISTING TOPOGRAPHY / SURVEY INFORMATION NOTE:
FLOOD ZONE:
DEVELOPER
ENGINEER SURVEYOR
BUILDING ARCHITECT
GEOTECHNICAL ENGINEER
BASIS OF BEARING & BENCH MARK:
DU
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95
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.
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.
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H
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2
0
HIGHWAY 33 / W. MAIN ST
PR
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A
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D
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W MAIN ST
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H
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W
A
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2
0
PIO
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Dial 811
Callbefore you dig.
below.Know what's
VICINITY MAP
SITE LOCATION
W MAIN ST
US
H
I
G
H
W
A
Y
2
0
Sheet Number Sheet Title
LOT 1
RPR4CCF0000010
(0.80 AC)
LOT 2
RPR4CCF0000020
(0.94 AC)
10/17/2023
D
D
DE
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1
SCALE: 1"=20'
US
H
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2
0
HIGHWAY 33 / W. MAIN ST
PR
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D
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“
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Dial 811
Callbefore you dig.
below.Know what's
EROSION AND SEDIMENT CONTROL NOTES:
GENERAL CLEARING NOTES:
EROSION CONTROL CALLOUTS:
EXPOSED SOILS NOTE:
SPECIAL PROTECTION NOTES:
DEMOLITION CONTROL NOTES:
TEMPORARY WORK EASEMENT NOTE:
UTILITY COORDINATION NOTE:
UTILITY PROTECTION NOTE:
UTILITY CONFLICT NOTE:
TESC LEGEND:
LOT 1
RPR4CCF0000010
(0.80 AC)
LOT 2
RPR4CCF0000020
(0.94 AC)
10/17/2023
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C
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95
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P
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.
0
SCALE: 1"=10'
“
“
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“
”
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Dial 811
Callbefore you dig.
below.Know what's
LOT 2
RPR4CCF0000020
(0.94 AC)
HIGHWAY 33 / W. MAIN ST
PR
I
V
A
T
E
D
R
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US
H
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W
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2
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95
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.
CONSTRUCTION NOTES:ACCESSIBLE ROUTE REQUIREMENTS:
10/17/2023
DU
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C2
.
1
SCALE: 1"=10'
“
“
”
“
”
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Dial 811
Callbefore you dig.
below.Know what's
HORIZONTAL CONTROL NOTES:
HORIZONTAL CONTROL NOTE:
SURVEY MONUMENTATION NOTE:
LOT 2
RPR4CCF0000020
(0.94 AC)
HIGHWAY 33 / W. MAIN ST
PR
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A
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D
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H
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10/17/2023
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SCALE: 1"=10'
“
“
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”
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Dial 811
Callbefore you dig.
below.Know what's
LOT 2
RPR4CCF0000020
(0.94 AC)
HIGHWAY 33 / W. MAIN ST
PR
I
V
A
T
E
D
R
I
V
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US
H
I
G
H
W
A
Y
2
0
DUTCH BROS
COFFEE
950 S.F.
FF=4856.10
GRADING NOTES:
UTILITY CONFLICT NOTE:
EXISTING DRAINAGE AND TOPOGRAPHY NOTE:
GRADING ABBREVIATIONS:
ACCESSIBLE ROUTE REQUIREMENTS:
10/17/2023
DU
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SDCO-1
SDCO-2
SDCB-2
SDCB-1
SDCO-3
SDCO-4
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I
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G
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P
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C3
.
1
SCALE: 1"=10'
“
“
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”
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Dial 811
Callbefore you dig.
below.Know what's
LOT 2
RPR4CCF0000020
(0.94 AC)
HIGHWAY 33 / W. MAIN ST
PR
I
V
A
T
E
D
R
I
V
E
US
H
I
G
H
W
A
Y
2
0
DUTCH BROS
COFFEE
950 S.F.
FF=4856.10
UTILITY CONFLICT NOTE:
STORM DRAIN CONSTRUCTION NOTES:
UTILITY CROSSING NOTE:
EXISTING UTILITY STRUCTURES:
STORM DRAIN GENERAL NOTES:
EXISTING DRAINAGE AND
TOPOGRAPHY NOTE:
10/17/2023
DU
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S
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SSCO-2 (GI OUT)
SSCO-3 (GI IN)
SSCO-4
SSCO-6
SSCO-1 (CONNECT TO EX)
SSCO-5
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P
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.
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US
H
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HIGHWAY 33 / W. MAIN ST
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Dial 811
Callbefore you dig.
below.Know what's
LOT 1
RPR4CCF0000010
(0.80 AC)
LOT 2
RPR4CCF0000020
(0.94 AC)
DU
T
C
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B
R
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CO
F
F
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95
0
S
.
F
.
UTILITY COORDINATION NOTE:
UTILITY PROTECTION NOTE:
WATER CONNECTION NOTE:
GENERAL UTILITY NOTES:
UTILITY CROSSING NOTE:
UTILITY LOCATION NOTE:
UTILITY POTHOLING NOTE:
UTILITY CONFLICT NOTE:
SCALE: 1"=20'
DRY UTILITIES CONSTRUCTION NOTES:
IRRIGATION CONSTRUCTION NOTES:
WATER CONSTRUCTION NOTES:
SEWER CONSTRUCTION NOTES:
10/17/2023
PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES:
ACCESSIBLE PARKING DETAILS - SHEET 1
DETAIL 1 - C5.0
RESERVED
PARKING
VAN
ACCESSIBLE
ACCESSIBLE PARKING DETAILS
ACCESSIBLE CURB RAMP DETAILS - SHEET 1
DETAIL 2 - C5.0
ACCESSIBLE CURB RAMP DETAILS
INTERNATIONAL SYMBOL OF ACCESSIBILITYSIGN POST DRAINAGE SWALE
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DETENTION POND
10/17/2023
1" R
NOTE:
ALL ASPHALTIC PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER
NOTE:
ALL PORTLAND CEMENT CONCRETE PAVEMENT (PCC)
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
CONTROL JOINT (SAWED)
EXPANSION JOINT (TYPICAL)
CONSTRUCTION JOINT
LANDSCAPE
LANDSCAPE
PRECAST CATCH BASIN
ASPHALT PAVING SECTION PCC PAVING SECTION ON-SITE CONCRETE SIDEWALK
CONCRETE JOINTING
CLEANOUTON-SITE CURB AND GUTTERON-SITE BARRIER CURB
TRAFFIC MARKINGS
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DETECTABLE WARNING RPBA (3/4" TO 2")
10/17/2023
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(8) AT
(8) EC
(10) TD
(4) TG (15) TD
(15) EC (2) GT2
(1) S
(1) X
NOTE:
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT
THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF
UTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THE
VICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAIN
EXACT MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALL
CONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK.
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE
LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR
"DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY
ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS.
UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT
COMPLETELY ENCIRCLE THE ROOTBALL.
ROOT BARRIERS
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2"
SHREDDED WOOD MULCH (1-1/2" RIVER ROCK AS AN ALTERNATIVE) IN ALL NEW OR DISTURBED
PLANTING AREAS (EXCEPT FOR TURF AREAS). TOP DRESS ALL EXISTING SHRUB PLANTING AREAS
WITH 1-1/2" LAYER OF SHREDDED WOOD MULCH WHERE EXISTING MULCH IS RETAINED.
CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER
FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT
SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED.
MULCHES
GENERAL GRADING AND PLANTING NOTES
1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE
HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.
2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO
REMAIN).
3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF
THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.
a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL
LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION
ON TURF AREA AND PLANTING BED PREPARATION.
b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN
SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE
DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING
PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES
AND ELIMINATE PONDING POTENTIAL.
c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED,
TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED
ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.
d.AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH,
ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW
FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE.
e.AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS
IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO
MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE.
f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT,
THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT
OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE
PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS,
ETC.).
a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN
ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN
THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR
CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.
b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE
LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL
NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS).
c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE
PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S
REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS.
5.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE
OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD,
AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.
6.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.
PLANTING AND IRRIGATION GUARANTEE
THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING
PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION
WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE
LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE
OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION.
Scale 1" = 20'
10'40'20'0'
LANDSCAPE PLANTING
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LANDSCAPE CALCULATIONS
TOTAL SITE AREA:22,374 SF
BUFFERS
W. MAIN STREET:161 LF
TREES REQUIRED:6 TREES (1 PER 30 LF OF FRONTAGE)
TREES PROVIDED:6 TREES
SHRUBS REQUIRED:33 SHRUBS (5 PER 30 LF OF FRONTAGE)
SHRUBS PROVIDED:33 SHRUBS
HWY 20 CORRIDOR:190 LF
TREES REQUIRED:10 TREES (1 PER 20 LF OF FRONTAGE)
TREES PROVIDED:10 TREES
SHRUBS REQUIRED:18 SHRUBS (2 BETWEEN TREES)
SHRUBS PROVIDED:18 SHRUBS
PARKING LOT
PARKING AREA 2,112 SF
LANDSCAPE AREA REQUIRED: 211 SF (10%)
LANDSCAPE AREA PROVIDED: 712 SF (33.7%)
TREES CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE
AT 8 Acer truncatum x platanoides `Warrenred` TM 2" Cal.B&B 8` HT MIN
Pacific Sunset Maple
GT2 4 Gleditsia triacanthos inermis `Skycole` TM 2" Cal.B&B 8` HT MIN
Skyline Thornless Honey Locust
TG 4 Tilia cordata `Greenspire`2" Cal.B&B 8` HT MIN
Greenspire Littleleaf Linden
EXISTING TREES CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE
S 1 Existing Tree EXISTING
Existing Tree to Remain
X 1 Existing Tree EXISTING
Existing Tree to Remove
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING SIZE
EC 23 Euonymus alatus `Compactus`5 gal.36" OC
Compact Burning Bush
TD 25 Taxus x media `Densiformis`5 gal.36" OC 18" Min.
Dense Yew
SOD/SEED CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE
TURF 1,782 sf Poa pratensis Sod
Kentucky Bluegrass
ROCK / STONE CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE
OG 4,697 sf 1" Decorative Gravel 3" depth
over weed filter fabric
RR 5,559 sf 2-3" River Rock 3" depth
River Rock mulch over weed filter fabric
PLANT SCHEDULE
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08-30-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
www.EvergreenDesignGroup.com
EVERGREEN
D E S I G N G R O U P
W. MAIN STREET
PROPERTY LINE
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RESTORE TO LIMITS
OF DISTURBANCE
STEEL EDGING BETWEEN
MULCH AREA AND TURF
STEEL EDGING BETWEEN
MULCH AREA AND TURF
COLOR BY OWNER
COLOR BY OWNER
PLANTING SPECIFICATIONS
GENERAL
A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM
SPECIALIZING IN LANDSCAPE PLANTING.
2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE
REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.
B.SCOPE OF WORK
1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS,
LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR
THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN
ON THE LANDSCAPE PLANS, NOTES, AND DETAILS.
2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND
REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL
INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY,
TRANSPORTATION AND INSTALLATION OF MATERIALS.
3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES
(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF
ANY WORK.
PRODUCTS
A.ALL MANUFACTURED PRODUCTS SHALL BE NEW.
B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS:
1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY
BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS
SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A
SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES
SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR
CLIMACTIC CONDITIONS.
2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE
FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS
J-SHAPED ROOTS).
3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE
IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE
TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY,
EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND
OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL.
4.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL
LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS
AFTER PLANTING.
5.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES
ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE
INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER.
6.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF
THE ROOT BALL.
7.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT
THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.
C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM
HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE
ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.
D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM
PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON
PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE
COMPOSITION OF THE SEED.
E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER,
PLANTS, ROOTS, AND SEEDS.
F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8;
MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE;
SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS
AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE
USED.
G.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER
NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A
QUALIFIED SOIL-TESTING AGENCY (SEE BELOW).
H.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A
TOP DRESSING OF TREES AND SHRUBS.
I.WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC
(OR APPROVED EQUAL).
J.TREE STAKING AND GUYING
1.STAKES: 6' LONG GREEN METAL T-POSTS.
2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH
DIAMETER.
3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH
GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE.
M.STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK
GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.
N.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED
FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES
SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.
METHODS
A.SOIL PREPARATION
1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL
LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE
OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST.
2.SOIL TESTING:
a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES
TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL
CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM
ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO
LESS THAN ONE QUART OF SOIL.
b.CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG
WITH THE SOIL SAMPLES.
c.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR
THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES,
PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT
SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR
LONG-TERM MAINTENANCE.
3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT
RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER
INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT.
4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:
a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF
ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000
S.F.
iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP
8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.
iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
iv.IRON SULPHATE - 2 LBS. PER CU. YD.
5.CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE
BEFORE INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE
INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL
NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12"
OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.
6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE
ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.
B.GENERAL PLANTING
1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES
AT THE MANUFACTURER'S RECOMMENDED RATE.
3.TRENCHING NEAR EXISTING TREES:
a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL
ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND
PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS
DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS
EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE
GRADE AT THE TRUNK).
b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE
EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE
TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER
SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST.
CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.
d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY.
DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.
C.TREE PLANTING
1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE
ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.
2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE.
REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.
3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT
DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE
ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS
OUT FROM THE ROOTBALL.
4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO
FOUR INCHES ABOVE THE SURROUNDING GRADE.
5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1"
DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD
ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR
IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED
TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL.
6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE
LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE
CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE
STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES:
a.1"-2" TREES TWO STAKES PER TREE
b.2-1/2"-4" TREES THREE STAKES PER TREE
c.TREES OVER 4" CALIPER GUY AS NEEDED
d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS
NEEDED TO STABILIZE THE TREE
7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE.
COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH
MULCH (TYPE AND DEPTH PER PLANS).
D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING
1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL
THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST
RECOMMENDATIONS.
2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP
THE WEED BARRIER CLOTH IN PLACE.
3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING
BEDS, COVERING THE ENTIRE PLANTING AREA.
E.SODDING
1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.
2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.
3.PROVIDE A STRAIGHT, CLEAN-CUT EDGE OF EXISTING TURF TO WHICH NEW SOD CAN BE ABUTTED.
4.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD
STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.
5.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL
UNDERNEATH.
6.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT
LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.
F.CLEAN UP
1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS
IN A NEAT, ORDERLY CONDITION.
2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
G.INSPECTION AND ACCEPTANCE
1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN,
FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR
SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE
LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S
SATISFACTION WITHIN 24 HOURS.
3.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS
BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN
NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND
GUARANTEE PERIODS WILL COMMENCE.
H.LANDSCAPE MAINTENANCE
1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN
ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE
OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING
ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT
HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT
GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF
LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND
THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN
THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON
TO MAXIMIZE WATER CONSERVATION.
2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM,
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING
A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
3.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING
CONDITIONS MUST OCCUR:
a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR
SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND
REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.
c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2
INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY
GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR
RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE
NEATLY MOWED.
I.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS
1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD,
SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE
DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL
REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE
IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.
2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE
CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH
CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS.
J.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A
RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE
DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.
TREE PLANTING
SCALE: NOT TO SCALEA
5
6
7
4
1
8
9
11
10
12
PREVAILING
WINDS
NOTES:
1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.
2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT
COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE
SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE
ROOT FLARE IS 2"-4" ABOVE FINISH GRADE.
3.FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE
PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES,
TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH
BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL.
4.REMOVE ALL NURSERY STAKES AFTER PLANTING.
5.FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR
DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE.
6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM
BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT
IN WIND.
1
2
3
TREE CANOPY.
CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR
12 GAUGE GALVANIZED WIRE WITH NYLON TREE
STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES
AND LARGER). SECURE TIES OR STRAPS TO TRUNK
JUST ABOVE LOWEST MAJOR BRANCHES.
GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO
UNDISTURBED SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMAN, TWO PER
TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND
18" MIN. INTO UNDISTURBED SOIL.
MULCH, TYPE AND DEPTH PER PLANS. DO NOT
PLACE MULCH WITHIN 6" OF TRUNK.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
4" HIGH EARTHEN WATERING BASIN.
TRUNK FLARE.
CONIFEROUS
TREE
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
2
4
6
7
8
9
10
11
1
4
3X ROOTBALL DIA.
5
2
3
5
12
NON-CONIFEROUS
TREE
13
13 FINISH GRADE.
ROOT BARRIER - PLAN VIEW
SCALE: NOT TO SCALEB
TYPICAL CURB AND GUTTER
TYPICAL PLANTING AREA
LINEAR ROOT BARRIER MATERIAL. SEE
PLANTING NOTES FOR TYPE AND
MANUFACTURER. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
TREE CANOPY
TREE TRUNK
TYPICAL WALKWAY OR PAVING1
2
3
4
5
6
1
4
2
3
5
6
5'
5'
5'
5'
OPEN LANDSCAPE
TO 10'
PARKWAY
OR ISLAND
NOTES:
1)INSTALL ROOT BARRIERS NEAR ALL
NEWLY-PLANTED TREES THAT ARE LOCATED
WITHIN FIVE (5) FEET OF PAVING OR CURBS.
2)BARRIERS SHALL BE LOCATED IMMEDIATELY
ADJACENT TO HARDSCAPE. UNDER NO
CIRCUMSTANCES SHALL THE CONTRACTOR
USE ROOT BARRIERS OF A TYPE THAT
COMPLETELY ENCIRCLE THE ROOTBALL.
LANDSCAPE DETAILS AND SPECIFICATIONS
LP
-
2
4
X
2X
3
2
1
5
6
7
4
1
2
3
SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.
MULCH, TYPE AND DEPTH PER PLANS. PLACE NO
MORE THAN 1" OF MULCH WITHIN 6" OF PLANT
CENTER.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
3" HIGH EARTHEN WATERING BASIN.
5
6
7
SHRUB AND PERENNIAL PLANTING
SCALE: NTSD
8 WEED FABRIC UNDER MULCH.
8
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4
3
2
1
NOTES:
1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.
2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.
3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.
MULCH, TYPE AND DEPTH PER PLANS.3
TAPERED STEEL STAKES.2
ROLLED-TOP STEEL EDGING PER PLANS.1
C SCALE: NOT TO SCALE
STEEL EDGING
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EVERGREEN
D E S I G N G R O U P
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7.0 1
1"
16.0 2 DRIP
TREE
1"
3 4.5
1"
7.0 4
1" BALL VALVE
1" R.P. ASSEMBLY
1" MASTER VALVE /
FLOW SENSOR
1 1/2
1 1/2
1 1/2
1 1/2
1 1/2
QC
QC
NOTE:
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT
THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF
UTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THE
VICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAIN
EXACT MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALL
CONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK.
Scale 1" = 20'
10'40'20'0'
IRRIGATION PLAN
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below.Know what's
08-31-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
www.EvergreenDesignGroup.com
EVERGREEN
D E S I G N G R O U P
W. MAIN STREET
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IRRIGATION DISCLAIMER
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR
OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING
AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL
VERIFY THE LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH
ITEMS AT HIS OWN COST.
IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS AND
SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY
AND SHALL NOT BE CONSIDERED ABSOLUTE.
IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION
CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRING
UNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO
MORE THAN 25 WIRES. FOR PLAN CLARITY, ONLY SOME REPRESENTATIVE SLEEVES ARE SHOWN; SOME SLEEVES
MAY NOT BE SHOWN.
SLEEVING / WIRING NOTES:
AUTOMATIC DRAIN VALVES AND AIR RELIEF VALVES
INSTALL AUTOMATIC DRAIN VALVES AT THE LOW POINTS OF EACH LATERAL LINE (MIN. 2
PER VALVE) AS PER DETAIL ON SHEET LI-2. INSTALL AIR RELIEF VALVES ON DRIP
SYSTEMS AT THE LCOATIONS SHOWN ON THE PLANS, AS AS PER DETAILS.
POINT OF CONNECTION
CONNECT MAINLINE DOWNSTREAM OF 1" WATER
METER (BY OTHERS). VERIFY LOCATION IN FIELD.
CONTROLLER NOTE
LOCATE CONTROLLER INSIDE OF ELECTRICAL ROOM. VERIFY LOCATION IN
FIELD WITH OWNER'S REPRESENTATIVE.
120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATION
CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS.
HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE
IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE
LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER
AND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS.
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
VALVE KEY
RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVE
RAIN BIRD R-VAN-STRIP 1806-SAM-P45 ,TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND
ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK
VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.
RAIN BIRD PEB SERIES
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.
SYMBOL MANUFACTURER/MODEL
LASCO "V" SERIES SCH. 80 PVC TRUE UNION BALL VALVE, MAINLINE SIZE
IRRIGATION LATERAL LINE: CLASS 200
IRRIGATION MAINLINE: SCHEDULE 40 PVC
RAINBIRD 1806-SAM-PRS SERIES POP UP SPRAY HEADS WITH ADAPTER AND RAINBIRD #1402 SERIES BUBBLER NOZZLES. (TWO PER TREE)
M IRRIGATION WATER METER AND TAP (BY OTHERS) SIZE AS NOTED ON THE PLAN
C RAINBIRD ESP12LXMEF2P SERIES AUTOMATIC WALL MOUNT CONTROLLER
RAINBIRD WR2-RFC RAIN / FREEZE SENSOR LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT
IRRIGATION SLEEVES, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED
AREA TO RECEIVE DRIPLINE
RAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH
RAINBIRD 33DLRC QUICK COUPLER, 3/4"QC
1" MASTER VALVE MODEL # 100-EFB-CP WITH RAINBIRD FLOW SENSOR MODEL #FS100B SERIES
RAINBIRD XCZ-100-PRB-COM / 150-PRB-COM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATOR
XCZ-100-PRB-COM - 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET
FILTER. 0.3GPM TO 20GPM.
R
IRRIGATION LEGEND
ZURN / WILKINS 375XLB SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODE
WITH HEATED / INSULATED ALUMINUM ENCLSOURE AND SAME SIZE BRONZE BALL VALVE INSTALLED ON THE UP-STREAM SIDE.
G.C. TO COORDINATE POWER TO BACKFLOW ENCLOSURE LOCATION PRIOR TO CONSTRUCTION
IRRIGATION DETAILS
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Dial 811
Call before you dig.
below.Know what's
08-31-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
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EVERGREEN
D E S I G N G R O U P
CONTROL ZONE KIT N.T.S.
DRIP TUBE N.T.S.
TREE BUBBLER N.T.S.
REMOTE CONTROL VALVE N.T.S.
DRIP END FEED LAYOUT
DRIP CENTER FEED LAYOUT
DRIP ISLAND LAYOUT
MANUAL LINE FLUSH VALVE N.T.S.
N.T.S.
N.T.S.
N.T.S.
FINISH GRADE
VALVE BOX
SEE SPECS.
BRICK SUPPORTS
(THREE)
SEE
SPECS
LINE FLUSHING
VALVE TLSOV
3/4" GRAVEL SUMP
(1 CUBIC FOOT)
1"
DRIP TUBE
JUNCTION BOX
AND FITTINGS
VALVES
WIRES TO REMOTE CONTROL
PVC SCH 40 CONDUIT
1-INCH PVC SCH 40 CONDUIT
AND FITTINGS TO POWER SUPPLY
CABINET
METAL CONTROLLER
INDOOR WALL
PVC LATERAL PIPE
3/4-INCH WASHED GRAVEL
3.0-INCH MINIMUM DEPTH OF
PVC SCH 40 TEE OR ELL
SCH 80 NIPPLE ( 2" LENGTH,
PVC SCH 80 NIPPLE
PVC SCH 40 MALE ADAPTER
HIDDEN) AND SCH 40 ELL
WATER PROOF CONNECTION
30-INCH LENGTH OF WIRE
PVC SCH 80 NIPPLE (CLOSE)
REMOTE CONTROL VALVE:
VALVE BOX WITH COVER:
FINISH GRADE/TOP OF MULCH
PVC MAINLINE PIPE
(LENGTH AS REQUIRED)
PVC SCH 40 ELL
BRICK (1 OF 4)
3" MIN.
10-INCH ROUND
(1 OF 2)
1/2" SLIP SCH. 40 PVC ELL.
1/2" FLEX PVC PIPE
MINIMUM 18" LENGTH
1/2-INCH MALE NPT X
PVC LATERAL PIPE
PVC SCH 40 TEE OR ELL
STREAM BUBBLER NOZZLE
TREE ROOT BALL
ON 6" POP-UP SPRAY
TREE WELL RIM
HEAD BODY, SET INSIDE
PLANTING "WELL"
SET TOP OF HEAD FLUSH
WITH GRADE AROUND
OUTSIDE OF TREE WELL
INCLUDE TWO BUBBLER HEADS, SET
ON OPPOSITE SIDES OF ROOT BALL
1/2" SLIP SCH. 40 PVC ELL.
1/2-INCH MALE NPT X
ADJUST STREAM BUBBLER
FOR OPTIMUM COVERAGE
BACKFILL
LF
2" TO 4" FROM EDGE
MANUAL LINE FLUSHING VALVE
PLUMBED TO PVC OR POLY
PERIMETER LATERALS
PVC OR POLY EXHAUST HEADER
AREA PERIMETER
CONNECTION
DRIP LINE START
MALE ADAPTER
PVC OR POLY SUPPLY HEADER
REMOTE CONTROL
FILTER AND PRV
VALVE WITH DISC
DRIP LINE
LF
LF
PVC OR POLY SUPPLY HEADER
PVC OR POLY EXHAUST HEADER
AREA PERIMETER
REMOTE CONTROL
FILTER AND PRV
VALVE WITH DISC
2" TO 4" FROM EDGE
PERIMETER LATERALS
CONNECTION
DRIP LINE START
MALE ADAPTER
CONNECTION
DRIP LINE START
PLUMBED TO PVC OR POLY
MANUAL LINE FLUSHING VALVE
DRIP LINE
LF
LF
LF
REMOTE CONTROL VALVE
PRV
WITH DISC FILTER AND
CONNECTION
MALE ADAPTER
DRIP LINE START
SUPPLY HEADER -
ISLAND PERIMETER
DRIP LINE TEE
DRIP LINE ELL
DRIP LINE
MANUAL LINE FLUSHING VALVE
PLUMBED TO DRIP TUBING® CV
SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC
PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE.
CLASS 200 PVC, SIZED
AS NOTED ON PLANS.
SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC
PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE.
USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
PVC SCH 40 COUPLING
PVC SCH 80 NIPPLE (CLOSE)
DRIP VALVE ASSEMBLY WITH
FILTER AND PSI REGULATOR
SERVICING ASSEMBLY
PVC SCH 80 UNION FOR
PVC SCH 40 ELL
3.0-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
PVC SCH 40 MALE ADAPTER
PVC SCH 40 TEE OR ELL
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (2-INCH
LENGTH, HIDDEN) AND
AS REQUIRED, 1 OF 2)
PVC SCH 80 NIPPLE (LENGTH
VALVE BOX WITH COVER:
WATER PROOF CONNECTION
30-INCH LINEAR LENGTH OF
BRICK (1 OF 4)
PVC MAINLINE
(1 OF 2)
FINISH GRADE
TOP OF MULCH
24-INCH SIZE
ID TAG
WIRE, COILED
TOP OF GRADE
TIE DOWN STAKE:
DRIP TUBE
17 MM COMPRESSION FITTING
2" BELOW GRADE IN SHRUB BED
OR 4" BELOW GRADE IN TURF
( SHRUB BED ONLY )
WALL MOUNT CONTROLLER N.T.S.
8
10
5
6
2
9
7
4
3
1 PAVEMENT SURFACE
TRENCH BACKFILL
SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE
SCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE
LOCATOR WIRE W/BURIED CAUTION TAPE
PVC IRRIGATION MAINLINE
SLEEVING
TRENCHING
2 3
5
1110
1 3
4
6
9 8 7
FINISH GRADE
PVC IRRIGATION LATERAL
SAND BACKFILL
SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA.
11 CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS
18
"
M
I
N
.
24
"
M
I
N
.
12
"
M
I
N
.
18
"
M
I
N
.
1
18" MIN.
24
"
M
I
N
.
2
24
"
M
A
X
18
"
M
I
N
.
24
"
M
A
X
9 8 7
12 PVC CAP, SOLVENT WELDED
4" MIN.
12 TYP.
2
12" SUMP
DEPTH
12" DIA.
GRAVEL FILL
SUMP PIT
1
2
NOTE:
AUTOMATIC VALVES ARE TO BE LOCATED
AT LOW POINTS OF LATERAL LINES.
LOCATE END DRAIN VALVE 12"
UPSTREAM FROM LAST HEAD.
PIPE TRENCH
1
FINISH GRADE
45d TO 30d GAP BELOW
HORIZONTAL
3
3 LATERAL LINE PIPE
4 AUTOMATIC DRAIN VALVE
4
AUTOMATIC DRAIN VALVE N.T.S.
N.T.S.PIPE AND SLEEVE INSTALLATION
WATER TAP DIAGRAM N.T.S.
CITY MAINLINE
ISOLATION VALVE (PER PLAN)5
WATER METER
SERVICE LINE
TAP2
3
4
1
BACKFLOW DEVICE (WHERE SHOWN)8
6
BLOW OFF VALVE (BOV)7
MANUAL DRAIN VALVE (BALL VALVE)
WINTERIZATION PROCEDURE:
1.TURN OFF EITHER THE METER AND ISOLATION
VALVE (DEDICATED IRRIGATION METER) OR
ISOLATION VALVE (DOMESTIC TAP).
2.OPEN ONE CONTROL VALVE TO RELIEVE
PRESSURE
3.SLOWLY OPEN MANUAL DRAIN VALVE.
4.REPEAT PROCEDURE FOR ALL MANUAL DRAIN
VALVES ALONG IRRIGATION MAINLINE.
5.CLOSE MANUAL DRAIN VALVES AND BLOW OUT
REMAINING WATER FROM THE BLOWOUT VALVE.
SLOWLY INCREASE AIR PRESSURE, NOT TO
EXCEED 80 PSI. DO NOT BLOWOUT SYSTEM
FROM BACKFLOW. BLOWOUT SYSTEM TWICE
BUT NOT TO EXCEED AT MORE THAN 2 MIN.
INTERVALS.
M
M
DEDICATED IRRIGATION TAP
IRRIGATION CONNECTION FROM DOMESTIC WATER
1
2
3 4
5
6
7
8
TO
IRRIGATION
SYSTEM
TO
DOMESTIC
SYSTEM
TO IRRIGATION
SYSTEM
1
2
3 4
876
5
BOV
BOV
POP-UP SPRAY HEAD N.T.S.
1/2" PVC 90, SOCKET X MIP
1/2" FLEX PVC, 12-INCH MIN.
1/2" PVC 90, SOCKET X MIP
PVC SCH 40 TEE OR ELL
POP-UP SPRAY SPRINKLER:
FINISH GRADE/TOP OF MULCH
PVC LATERAL PIPE
12" MIN. DEPTH
N.T.S.RP DEVICE
N.T.S.RP DEVICE WITH INSULATED COVERN.T.S.RAIN SENSOR, ROOF MOUNT
2
1
1
2
PARAPET OR EAVE
AUTOMATIC RAIN SENSOR -
INSTALL PER MANUFACTURER'S
INSTRUCTIONS
PVC MALE ADAPTER
COPPER 90° ELL
COPPER MALE ADAPTER
DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH
BACKFLOW PREVENTER
REDUCED PRESSURE
(1 OF 2)
COPPER UNION
(1 0F 2)
COPPER PIPE
FINISH GRADE
COPPER FEMALE ADAPTER
IRRIGATION MAINLINE PIPE
(1 0F 4)
NOTE: NOTE:
12"
(TYPICAL)
BRONZE BALL VALVE REQUIRED
BETWEEN METER AND R.P. DEVICE.
(TYPICAL)
(1 0F 4)
IRRIGATION MAINLINE
COPPER FEMALE
FINISH GRADE
COPPER PIPE
(1 0F 2)
COPPER UNION
ADAPTER (1 OF 2)
REDUCED PRESSURE
BACKFLOW PREVENTER
1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES.
VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
COPPER MALE
COPPER 90° ELL
PVC MALE ADAPTER
SET 1" ABOVE GRADE
3" THICK CONCRETE PAD
COPPER PIPE FROM POINT-OF-CONNECTION
NOTE: NOTE:
12"
STRONG BOX
ALUMINUM INSULATED COVER
ADAPTER
COPPER PIPE FROM POINT-OF-CONNECTION
DRIP ZONE INDICATOR N.T.S.
RAIN BIRD XP-1200X
DRIP TUBE
SNAP COLLAR
PLANT MATERIAL
FINISH GRADE
XERI-POP:
1/4-INCH BARBED INLET
PROTECTIVE FLANGE
1/4-INCH SELF-PIERCING BARB CONNECTOR
INSERT FITTING:
NOTE:
INTO 1/2-INCH POLYETHYLENE TUBING.
USE XERIMAN TOOL XM-TOOL TO INSERT BARB CONNECTOR DIRECTLY
RAIN BIRD SPB-025
OR
VINYL DISTRIBUTION TUBING
RAIN BIRD DT-025
RAIN BIRD PT-025
POLYETHYLENE DISTRIBUTION TUBING
1/4-INCH TUBING:
OR WITHIN LOW PLANTINGS FOR OPTIMUM VIEWING. WITH CLOSED SPRAY NOZZLE.
LOCATE AT FURTHEST DISTANCE FROM DRIP VALVE ASSEMPLY, ADJACENT TO EDGING
1" X 30" GALV. STEEL PIPE
SCH. 80 SWING JOINT ASSEMBLY
FINISH GRADE/TOP OF MULCH
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 TEE OR ELL
QUICK-COUPLING VALVE:
PVC MAINLINE - 18" DEPTH 3 INCH DEPTH CLEAN PEA GRAVEL
BRICK, 1 OF 4
BALL VALVE
N.T.S.
QUICK COUPLER VALVE WITH PVC BALL VALVE
12" x 17" RECTANGULAR
VALVE BOX
LANDSCAPE DETAILS AND SPECIFICATIONS
LI
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Dial 811
Call before you dig.
below.Know what's
08-31-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
www.EvergreenDesignGroup.com
EVERGREEN
D E S I G N G R O U P
IRRIGATION SPECIFICATIONS
GENERAL
A.QUALIFICATIONS OF IRRIGATION CONTRACTOR
1.ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION
CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FOR
SPECIFIC EQUIPMENT AND SYSTEM LAYOUT.
2.THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATION
INSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSED
IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS
IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR
PROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITE
AND SUPERVISING ALL IRRIGATION WORK.
3.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE
REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.
B.SCOPE OF WORK
1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL
MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMS
THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK,
SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS.
2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND
REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,
INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL
AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OF
CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALL
PREVAIL.
3.THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE
AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION
INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER,
BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED
EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS.
4.FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN
HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A
COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD
ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.
PRODUCTS
A.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE
THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF
ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE
OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED
EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR
AN 'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR
MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST.
B.BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS.
INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION
DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES.
C.PIPING
1.PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT-OF-CONNECTION:
a.SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS
b.CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2"
c.CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER
2.SLEEVING AND NON-PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200
PVC
3.FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE.
D.VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL
BEAR A PRE-MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER
CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE
OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS.
E.QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS.
F.VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING
BOLT-DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN
THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE
STATION NUMBER HEAT-BRANDED INTO THE LID WITH 2" HIGH LETTERS.
G.FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY
NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS.
H.INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH
INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE
TUBING ASSEMBLY.
I.AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL-PROOF ENCLOSURE
FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE-VOLTAGE DISCONNECT SWITCH WITH GROUND
FAULT PROTECTION.
J.24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL,
SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR
STATION AND COMMON WIRE.
1.STATION WIRE - ANY COLOR EXCEPT WHITE OR BLUE
2.COMMON WIRE - WHITE
3.EXTRA COMMON WIRES - BLUE
K.WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES
SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX.
L.RAIN SENSOR: TYPE AND MODEL PER PLANS.
METHODS
A.THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN
PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND
SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON
PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADE
IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO
INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN
COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO
PLACEMENT LOCATION IS CORRECT.
B.THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO
COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER
APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS
AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S
REPRESENTATIVE IMMEDIATELY.
C.THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN
ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES
OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH
OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION
DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS.
D.THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH
THE INSTALLATION OF THE IRRIGATION SYSTEM.
E.AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT
LEAST 65 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED RANGE, DO NOT PROCEED
WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN WRITING, AND OBTAINING
SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE IRRIGATION
CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, THE
IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO
ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN
SUCH CIRCUMSTANCES.
F.THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES
(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START
OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS
OF WALLS, STRUCTURES AND UTILITIES.
G.COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER
AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES.
H.TRENCHING NEAR EXISTING TREES:
1.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE
CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE
AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS
DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A
RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE
AVERAGE GRADE AT THE TRUNK).
2.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE
EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
3.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE
TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL
UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP
MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.
4.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO
AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.
I.BACKFILL
1.ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL
MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH,
SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE
DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH IN
ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVE
LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHES
OF ROCK-FREE SOIL, SAND, OR OTHER APPROVED MATERIAL.
2.IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE
UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY
AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL
CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE
OF DEBRIS.
J.BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING
WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL
MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE
CONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION
DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO
SERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTER
ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW).
K.PIPING:
1.PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF
SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE
APPROVED.
2.MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES (24"
FOR MAINLINE 3"-5", AND 30" FOR MAINLINE 6" AND GREATER). LATERAL PIPE SHALL BE
INSTALLED WITH A MINIMUM COVER OF 12 INCHES.
3.ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE
THREADS ONLY.
4.ALL SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT-WELD PRIMER
AND GLUE.
5.PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY
OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER.
L.VALVES
1.VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION
DETAILS.
2.VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL
LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24"
OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1" ABOVE FINISH GRADE IN
TURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH).
3.EACH VALVE BOX COVER SHALL BE HEAT-BRANDED WITH THE CONTROLLER STATION
NUMBER.
4.DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX.
M.DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE
IRRIGATION DETAILS.
1.SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE.
2.DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, AND
SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 24"-36" ON CENTER.
N.SPRAY, AND BUBBLER HEADS:
1.ALL SPRAY HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE CLEARLY
MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING SHALL BE
INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION.
2.ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 1
2 INCH FLEX
PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH
WELD-ON #795 SOLVENT AND #P-70 PRIMER.
3.ALL SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO FINISH
GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY
BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, WITH A CLEARANCE OF TWELVE INCHES
(MINIMUM) FROM BUILDINGS, UNLESS OTHERWISE SPECIFIED.
4.ALL SPRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOR
OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC.
O.AUTOMATIC CONTROLLER:
1.INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL
CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER.
2.THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO
CONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE
THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM
THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY.
3.ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO
SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY
BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL
SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE
CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL
SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH
CONNECTION.
4.PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES.
5.CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE
KIT" (UNLESS OTHERWISE SPECIFIED).
6.PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF
MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF
IRRIGATION CONTROLLERS.
7.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE
SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES.
P.INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION
WITH THE OWNER. PROVIDE MINIMUM 5' CLEARANCE FROM OTHER OUTDOOR EQUIPMENT, FREE
AND CLEAR OF ANY TREE CANOPY OR OTHER OVERHEAD OBSTRUCTIONS, AND ABOVE THE HEIGHT
OF THE SPRINKLER COVERAGE. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO
ENSURE THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE
RAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE
IRRIGATION CONTRACTOR MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE
OWNER.
Q.ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS
PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
R.QUALITY CONTROL
1.PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED, BUT PRIOR TO ANY
PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE
CONSTRUCTION MANAGER.
2.TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED
COMPLETELY AND UNIFORMLY.
3.MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING
REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES.
T.CLEAN UP
1.DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL
WORK AREAS IN A NEAT, ORDERLY CONDITION.
2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
U.INSPECTION AND ACCEPTANCE
1.UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE
CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION
CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL
ACCEPTABILITY.
2.WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S
SATISFACTION WITHIN 24 HOURS.
3.THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE-INSPECTED
BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE
PERIODS WILL COMMENCE.
4.CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11" X 17"
COLOR-CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE
CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS
COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE.
5.TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION:
a.QUICK COUPLER KEYS (2)
b.CONTROLLER MANUAL (1)
c.CONTROLLER KEYS (2)
d.A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD
OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED
THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING
MARKUPS.
V.REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE
AND START OF THE MAINTENANCE PERIOD.
W.WARRANTY
1.THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND
MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF
FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY
SETTLEMENT OF THE IRRIGATION TRENCHES.
2.BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER
NON-OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE
OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS
SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE
INSTALLED AS ORIGINALLY SPECIFIED.
3.IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE
OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY.
X.SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION
CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD-PARTY CERTIFIED LANDSCAPE IRRIGATION
AUDITOR, AT NO ADDITIONAL COST TO THE OWNER.
3. USE OF RAIN SENSOR SHUT OFF OVER-RIDE DEVICE
2. NO OVERSPRAY ONTO PAVEMENT PERMITTED
1. SEPARATE TURF / SHRUB ZONES FOR SCHEDULING ADJUSTMENT
IRRIGATION WATER CONSERVATION SHALL BE ACCOMPLISHED THROUGH THE FOLLOWING EFFORTS:
WATER CONSERVATION
IRRIGATION NOTE:
FOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS IS PERMITTED.
1. L.I.C. SHALL SELECT R-VAN SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE, ADJUSTED
2. ALL PIPE TO BE SIZED SUCH THAT FLOWS WILL NOT EXCEED VELOCITY OF 5 FPS
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
VALVE KEY
RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVE
RAIN BIRD R-VAN-STRIP 1806-SAM-P45 ,TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND
ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK
VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.
RAIN BIRD PEB SERIES
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.
SYMBOL MANUFACTURER/MODEL
LASCO "V" SERIES SCH. 80 PVC TRUE UNION BALL VALVE, MAINLINE SIZE
IRRIGATION LATERAL LINE: CLASS 200
IRRIGATION MAINLINE: SCHEDULE 40 PVC
RAINBIRD 1806-SAM-PRS SERIES POP UP SPRAY HEADS WITH ADAPTER AND RAINBIRD #1402 SERIES BUBBLER NOZZLES. (TWO PER TREE)
M IRRIGATION WATER METER AND TAP (BY OTHERS) SIZE AS NOTED ON THE PLAN
C RAINBIRD ESP12LXMEF2P SERIES AUTOMATIC WALL MOUNT CONTROLLER
RAINBIRD WR2-RFC RAIN / FREEZE SENSOR LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT
IRRIGATION SLEEVES, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED
AREA TO RECEIVE DRIPLINE
RAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH
RAINBIRD 33DLRC QUICK COUPLER, 3/4"QC
1" MASTER VALVE MODEL # 100-EFB-CP WITH RAINBIRD FLOW SENSOR MODEL #FS100B SERIES
RAINBIRD XCZ-100-PRB-COM / 150-PRB-COM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATOR
XCZ-100-PRB-COM - 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET
FILTER. 0.3GPM TO 20GPM.
R
IRRIGATION LEGEND
ZURN / WILKINS 375XLB SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODE
WITH HEATED / INSULATED ALUMINUM ENCLSOURE AND SAME SIZE BRONZE BALL VALVE INSTALLED ON THE UP-STREAM SIDE.
G.C. TO COORDINATE POWER TO BACKFLOW ENCLOSURE LOCATION PRIOR TO CONSTRUCTION
P.O.C. NUMBER: 01
Water Source Information:Irrigation Meter, By Others
FLOW AVAILABLE
Water Meter Size:1"
Flow Available:30 gpm
PRESSURE AVAILABLE
Static Pressure at POC (est.):68.00 psi
Elevation Change:NA
Service Line Size:NA
Length of Service Line:NA
Pressure Available:65.00 psi
DESIGN ANALYSIS
Maximum Station Flow:16.0 gpm
Flow Available at POC:30.0 gpm
Residual Flow Available:14.0 gpm
Critical Station: 1
Head Pressure Required: 35.00 psi
Friction Loss (Laterals):0.97 psi
Fittings Loss (Laterals):0.09 psi
Loss through Valve:1.80 psi
Pressure Req. at Critical Station:37.86 psi
Loss for Main Line:3.12 psi
Loss for Fittings 20%(Main Line):0.62 psi
Loss for Master Valve:1.80 psi
Loss for Backflow:11.00 psi
Loss for Water Meter:0.4 psi
Critical Station Pressure at POC:54.8 psi
Pressure Available:65.00 psi
Residual Pressure Available:10.2 psi
CRITICAL ANALYSIS
LATERAL PIPE SHALL BE SIZED TO ALLOW A MAXIMUM FLOW VELOCITY OF FIVE FEET
PER SECOND ACCORDING TO THE FOLLOWING CHART:
FLOW IN GPM
UP TO 5 GPM
6 - 10 GPM
11 - 15 GPM
16 - 28 GPM
29 - 35 GPM
36 - 54 GPM
55 - 81 GPM
82 - 120 GPM
LATERAL PIPE SIZE
3/4" CLASS 200
3/4" CLASS 200
1" CLASS 200
1 1/4" CLASS 200
1 1/2" CLASS 200
2" CLASS 200
2 1/2" CLASS 200
3" CLASS 200
LATERAL PIPE SIZE CHART
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SITE PLAN
SP1.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
10.02.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SCALE: 1/16" = 1'-0"
SITE PLAN1N
SITE PLAN KEYNOTES:
1.ACCESSIBLE VAN PARKING STALL W/ ACCESSIBLE PARKING ONLY SIGN
2.ACCESSIBLE HARDWARE AND CLEARANCES REQUIRED
3.PARKING STALL, TYPICAL (18' X 9') OR AS REQUIRED BY LOCAL JURISDICTION
4.DIRECTIONAL PAINT, AS REQUIRED
5.ACCESSIBLE ROUTE FROM PUBLIC ROW
6.NOT USED.
7.TRASH ENCLOSURE, 20'x12' MIN. OR AS REQUIRED BY LOCAL JURISDICTION,
W/ LOCKING GATES. REFER TO SHEETS A9.0-A9.1 FOR DETAILS; COORD. W/
LOCAL REFUSE SERVICE PROVIDER FOR MIN. REQUIREMENTS AND
CLEARANCES
8.TRASH LOADING ZONE, COORDINATE APPROACH AND ORIENTATION OF
TRASH ENCLOSURE W/ LOCAL REFUSE SERVICE PROVIDER
9.CONCRETE PAD AT DRIVE-THRU WINDOW; DRIVE-THRU CONC. PAD: MIN. 60'
IN LENGTH, UNLESS NOTED OTHERWISE
10.WALK-UP SERVICE WINDOW
11.6" BOLLARD W/ DB BOLLARD COVERS, BOLLARD LOCATIONS VARY FOR
INDIVIDUAL STORE DESIGNS; SEE FLOOR PLANS
12.RUNOFF POND LOCATION.
13.CONC. MEDIAN, 4' WIDE MIN.; 5' WIDE PREFERRED.
14.PREFERRED GREASE INTERCEPTOR LOCATION, IF REQUIRED BY LOCAL
JURISDICTION
15.PROVIDE 2" CONDUIT W/ PULL STRING TO CHRISTY BOX FOR FUTURE
DRIVE-THRU SENSORS.
16.MONUMENT, BY OTHERS, FACING MAIN STREET, REFERENCE SHEET SP1.1
17.POLE MOUNTED STATIC BACKLIT LED MENU BOARD, BY OTHERS, PROVIDE
POWER AND DATA IN WEATHERPROOF J-BOX, REFERENCE SHEET SP1.1
18.PROVIDE 2" CONDUIT W/ PULL STRING TO CHRISTY BOX, FOR FUTURE
DIGITAL MENU BOARD UPGRADE
19.POLE MOUNTED DIRECTIONAL SIGNAGE, BY OTHERS, REFERENCE SHEET
SP1.1
20.EXIT LANE W/ STRIPING, STRIPES 4" WIDE, 24" O.C., SAFETY WHITE.
21.CONCRETE APRON AT TRASH ENCLOSURE.
22.CENTRAL FEATURES AND COMMUNITY SPACES REQUIREMENTS.
1 10.02.23 CITY COMMENTS
1
1
SIGN SITE PLAN BY OTHERS - REFERENCE ONLY1
NOT TO SCALE
PYLON SIGN BY OTHERS - REFERENCE ONLY2
NOT TO SCALE
DIRECTIONAL SIGN BY OTHERS - REFERENCE ONLY6
NOT TO SCALE
DIRECTIONAL SIGN BY OTHERS - REFERENCE ONLY5
NOT TO SCALE
NOTES:
1.MONUMENT, MENU AND DIRECTIONAL
SIGNS BY OTHERS.
2.ALL SIGN FOOTINGS ARE TO BE
VERIFIED BY LICENSED STRUCTURAL
ENGINEER AND FOR LOCAL CODES SOIL
CONDITIONS.
3.ALL SIGN FOOTINGS BY GENERAL
CONTRACTOR. CONTRACTOR TO
COORDINATE WITH SIGN VENDOR FOR
HARDWARE.
48" MIN.
(VERIFY PER SITE)
1" MIN., CONDUIT "B":
FUTURE MENU BOARD DATA
PROVIDE (1) CHRISTY BOX AT EACH MENU BOARD LOCATION;
LOCATE BTWN. MENU BOARD AND DUTCH BROS BUILDING.
LOCATE IN HARDSCAPE OR LANDSCAPE DEPENDING ON SITE
NOT TO SCALE
1" MIN., CONDUIT "A":
PROVIDE (2) CIRCUITS;
- (1) SIGN CIRCUIT FOR SIGN LIGHTS
- (1) CIRCUIT ALWAS HOT FOR RECEPTACLES
MENU BOARD & CHRISTY BOX DETAIL - REFERENCE ONLY
MENU BOARD
3
TO DUTCH BROS
BUILDING
TO NEXT
MENU BOARD
FLUSH,
AT HARDSCAPELANDSCAPE,
PER SITE
1"
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MENU BOARD BY OTHERS- REFERENCE ONLY4
SITE SIGNAGE
DETAILS
SP1.1
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
BUILDING LOGO SIGN BY OTHERS - REFERENCE ONLY2
NOT TO SCALE
NAME BUILDING SIGN BY OTHERS - REFERENCE ONLY1
NOT TO SCALE
BUILDING MENU SIGN BY OTHERS - REFERENCE ONLY3
NOT TO SCALE
AWNING CLEARANCE SIGN BY OTHERS
AT DRIVE-THRU WINDOW - REFERENCE ONLY4
NOT TO SCALE
AWNING OVER "RUNNER" DOOR,
BY OTHERS - REFERENCE ONLY8
NOT TO SCALE
AWNING OVER DRIVE-THRU SERVICE WINDOW,
BY OTHERS - REFERENCE ONLY7
NOT TO SCALE
AWNING OVER REAR DOOR,
BY OTHERS - REFERENCE ONLY9
NOT TO SCALE
BUILDING SIGN, SNAP FRAMES,
BY OTHERS - REFERENCE ONLY5
NOT TO SCALE
BUILDING SIGN, SNAP FRAMES,
BY OTHERS - REFERENCE ONLY6
NOT TO SCALE
AWNING OVER NORTH DOOR,
BY OTHERS - REFERENCE ONLY9
NOT TO SCALE
BUILDING SIGNAGE
DETAILS
SP1.2
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
P-1
WALK-IN
COOLER
UNISEX
ACCESSIBLE
RESTROOM
PRODUCTION
A6.01
A6.0 3
A6.0
2
A6.0
4
PRE-FAB. METAL
AWNING, ABOVE
PRE-FAB. METAL
AWNING, ABOVE.
P-2
EQ15
EQ22
P-10
ELEC.
ROOM
T3
T4
A5.0
8
7
10
9
EQ28
1A5.0
A5.1
3
4
5
2"
A
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N
.
6
A5.0
2
A1.0
P-7
EQ1
T1
T2
EQ22PRE-FAB. METAL
AWNING, ABOVE
60"
CLR
AWNING
DOWNSPOUT
LOCATION
AWNING
DOWNSPOUT
LOCATION
AWNING
DOWNSPOUT
LOCATION
PR
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T
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A7.0
5
A7.0
1
A7.0
2
A7.0
3
A7.0
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IT-1
EQ30
EQ29
ABV.
EQ31
TA-1EQ8P-8
P-7
EQ9
EQ7
EQ6
P-4
P-5
EQ10 BLW.
P-9
EQ11BLW.EQ6
EQ10BLW.
EQ13(2) ABV.
IT-9A(2)
EQ2
EQ5
EQ1
EQ10
BLW.EQ4
P-5
EQ3EQ13
EQ12
(2) ABV.
EQ7
EQ7
EQ2
EQ3
EQ4
P-5
EQ5
EQ10BLW.
EQ13
EQ12
(2) ABV.
EQ20
@ TRANSOM
IT-9(2)
SA-1
IT-9(2)
SA-1
EQ20@ TRANSOM
EQ24ABV.
EQ20@ TRANSOM
EQ24ABV.
EQ1
EQ2
EQ3
EQ4
P-5
EQ5
EQ10BLW.
EQ13
EQ12
(2) ABV.
EQ15B
EQ
2
3
A
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3
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EQ25
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P-3
MECH.
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EQ27
P-6
EQ34
EQ13AEQ13A
EQ12(2) ABV.
1" AIR GAP MIN.
EQ21
EQ21EQ21BEQ21BEQ21A
EQ21A
EQ
8
B
EQ15C
EQ15C
EQ15C
SERVICE COUNTER
AT 34" A.F.F.
EQ13(2) ABV.
2A5.0
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EQ32
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8
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EQ12A
EQ12A
6
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AT 24" A.F.F.
P-15
AT 72" A.F.F.
EQ33
P-18
P-19
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EQ18
PRE-FAB. METAL
AWNING, ABOVE
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T5
TA-1
EQ17
EQ19
EQ19A
EQ13A
EQ13A
WALK-IN
COOLER
2"
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.
8'
-
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"
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-
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"
8'-1 1/4"3'-0"
11'-11"
MILK CRATES
BY OWNER
PRE-FAB
INSULATED
COOLER
BOX PANELS,
BY MFR.
3'-0" x 6''-8" DOOR
BY COOLER BOX
MANUFACTURER.
9 3/4"
VERIFY WALL DIMENSIONS
AT COOLER DOOR;
ADJUST FOR COOLER DOOR
HINGE LOCATION AND CLEARANCES.
1" AIR GAP, MIN.
2x6 WALL
AT HAND SINK
(3) 2'-0" x 6'-0"
GLASS DOORS,
SILL AT 8" A.F.F.,
BY COOLER
BOX MFR.
EQ15C
EQ15C
EQ15C
EQ15B
EVAP. COIL, ABV.
PREFERRED
DRAIN LOCATION,
ROUTE TO FLOOR SINK
UNDER T4, "PIT STATION"
LED FIXTURES,
ABV.
PRIMARY
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EXIT WIDTH = 40"
TRAVEL DISTANCE
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'
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"
A1.0
EQUIPMENT/ ENLARGED
COOLER/ FIRE-LIFE
SAFETY PLANS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SCALE: 1/2" = 1'-0"
ENLARGED COOLER PLAN2
SCALE: 3/8" = 1'-0"
EQUIPMENT PLAN1N
GENERAL NOTES:
1.THIS DRAWING IS FOR EQUIPMENT LAYOUT PURPOSES ONLY. PLEASE SEE FLOOR PLAN FOR FULLY DIMENSIONED PARTITION LOCATIONS AND ASSEMBLIES.
2.NOTE: PLEASE SEE SHEET G1.0, COVER SHEET, FOR CODE SUMMARY, BUILDING DATA AND EXIT ACCESS REQUIREMENTS.
3.G.C. TO VERIFY ALL DIMENSIONS IN THE FIELD BEFORE COMMENCING CONSTRUCTION.
4.ALL FIRE EXTINGUISHERS SHALL BE STATE OF IDAHO CERTIFIED. ALL FIRE EXTINGUISHERS SHALL BE BE PROPERLY MOUNTED AT THE HEIGHT REQUIREMENTS OF NO HIGHER
THAN 4'-6" A.F.F. TO THE TOP OF THE EXTINGUISHER AND AT LEAST 6" FROM FLOOR TO THE BOTTOM OF EXTINGUISHER. (NFPA 10: 6.1.3.8)
5.ALL PROPERLY MOUNTED FIRE EXTINGUISHERS SHALL NOT EXCEED 75' OF TRAVEL DISTANCE APART. (NFPA 1: 6.1)
6.FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED WHERE THEY ARE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF FIRE. (NFPA 10: 6.1.3)
7.FIRE EXTINGUISHERS SHALL BE LOCATED ALONG NORMAL PATHS OF TRAVEL, INCLUDING EXITS FROM AREAS. (NFPA 10: 6.1.3)
8.FIRE EXTINGUISHERS SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. (NFPA 10: 6.1.3.3)
9.TACTILE SIGNAGE SHALL BE PROVIDED AT ALL EXIT DOORS TO MEET THE FOLLOWING CRITERIA:
A. TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN;
B. TACTILE SIGNAGE SHALL READ AS FOLLOWS: “EXIT”;
C. TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1
COOLER GENERAL NOTES:
1.COOLER INSULATION VALUES FOR WALLS, CEILING, AND DOORS
SHALL BE MIN. R-25
2.AUTOMATIC DOOR CLOSERS SHALL BE PROVIDED THAT FULLY CLOSE
WALK-IN DOORS THAT HAVE BEEN CLOSED TO WITHIN 1 INCH OF
FULL CLOSURE
3.DOORWAYS SHALL HAVE STRIP DOORS, CURTAINS, SPRING-HINGED
DOORS OR OTHER METHOD OF MINIMIZING INFILTRATION WHEN
DOORS ARE OPEN
0'4'2'
SCALE: 1/8" = 1'-0"
FIRE/ LIFE SAFETY PLAN3
EQUIPMENT SCHEDULE - DB2550-A2
EQUIPMENT INFORMATION POWER REQUIREMENTS PLUMBING REQUIREMENTS NOTES
ID TAG EQUIPMENT
DESCRIPTION
PROVIDED
BY
INSTALLED
BY QUANTITY MANUFACTURER MODEL
NUMBER
COLOR/
OPTIONS VOLTS PHASE AMPS CONNECTION
TYPE
WATER
TYPE
WATER
TEMP
CONNECTION
TYPE
CONNECTION
SIZE PSI DRAIN
REQUIREMENTS
DBC: DUTCH BROS COFFEE PARTS GC: GENERAL CONTRACTOR
KES: KITCHEN EQUIPMENT SUPPLIER PC: PLUMBING CONTRACTOR
EC: ELECTRICAL CONTRACTOR MC: MECHANICAL CONTRACTOR
IT: IT TECHNICIAN
"W
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K
S
T
A
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"
EQ1 ESPRESSO MACHINE DBC KES/ EC/ PC 3 LA MARZOCCO LINEA PB STAINLESS 208-240 1 PH 50A
208-240V/ 1 PH/ WIRED
10-50P; NEMA 10-50R
PLUG - PLUG PROVIDE
BY DBC
FILTERED COLD MALE
COMPRESSION S/O 3/8" MIN.45 3/4" FLEX
DRAIN LINE
INSTALL PLUG END ON CORD & PLUG INTO OUTLET; INSTALL FILTERED COLD WATER LINE WITH BRAIDED
FLEX HOSE TO MACHINE; INSTALL FLEXIBLE DRAIN INTO RIGID DRAIN PROVIDED BY PC. THE "MIDDLE TOE"
OF THE OUTLET IS TO POINT DOWN.
EQ2 GRINDER DBC KES 5 MAZZER MAJOR DARK GRAY 120 5.4A NEMA 5-20 ------UNBOX, SET ON COUNTER AND PLUG INTO OUTLET
EQ3 HOT WATER DISPENSER DBC KES/ EC/ PC 3 BUNN 43600.0026-H5X STAINLESS/
BLACK 120V 1 PH 15.4A NEMA5-20 FILTERED COLD MALE 1/4"
EQ4 GLASS FILLER KES PC 3 FISHER 59099 STAINLESS ----FILTERED COLD MALE 1/2" NPT 60 PSI -MOUNT @ RAPID RINSE STATION WELL
EQ5 TRASH CAN DBC GC 3 RUBBERMAID SLIM JIM BLACK ----------TRASH CAN LOCATED UNDER KNOCK BOX CHUTE FOR COFFEE GROUND.
EQ6 BLENDER DBC GC 4 BLENDTEC STEALTH 885 BLACK 120 -15A NEMA 5-20 ------COUNTER TOP OPTON
EQ7 FROZEN BEVERAGE
MACHINE DBC 3RD PARTY 3 TAYLOR 342 STAINLESS (2) 208 -16A NEMA L6-20R ------TAYLOR TO PROVIDE INSTALL; GC/ EC TO COORDINATE. TWO (2) TWIST LOCK OUTLETS NEED FOR EACH
MACHINE
EQ7A FROZEN BEVERAGE
MACHINE - ALTERNATE DBC 3RD PARTY 3 SPACEMAN 6795-C STAINLESS 208-230 1 PH 30A NEMA L6-30 ------ALTERNATE SPEC - SPACEMAN TO PROVIDE INSTALL; GC/ EC TO COORDINATE SINGLE (1) TWIST LOCK
RECEPTACLES PER MACHINE
EQ8 ICE MACHINE KES KES/ PC/ EC 2 MANITOWOC IYF-2100C STAINLESS 120 1PH 1.1A NEMA 5-20 FILTERED COLD -3/8"3/4"
INSTALLATION BY APPROVED MANITOWOC CONTRACTOR TO BE HIRED BY GC. PLUMBER TO CONNECT
BRAIDED WATERLINE AND 3/4" DRAIN OFF OF ICE CUBER AND PIPE DOWN TO FLOOR SINK BELOW ICE BIN.
PLUG INTO 120V OUTLET. NOTE: PC AND EC TO PROVIDE ADDITIONAL OUTLET AND WATERLINE STOP FOR
FUTURE 2ND ICE MACHINE
EQ8A ICE MACHINE COND.KES KES/ EC 2 MANITOWOC CVDF2100 STAINLESS 208-230/
60 3PH 30.0A -------MOUNTED ON ROOF.
EQ8B ICE MACHINE WATER
FILTRATION DBC GC/ PC 1
EVERPURE COLDDRINK/
INSURICE TWIN MANIFOLD
w/ 20" PREFILTER
EV9293-22 ------COLD -3/4"--COORD. STUB OUT LOCATION w/ ICE MACHINE; REFERENCE INTERIOR ELEVATIONS
EQ9 ICE STORAGE BIN KES KES 1 FOLLET DEV1650SG-60-
ICS125
STAINLESS/
GRAY ----------PIPE DRAIN INTO NEAREST FLOOR SINK
EQ10 ICE CADDY KES KES 5 IRP ICE CADDY 100 BLACK ----------ICE CADDY SHALL DRAIN TO FLOOR SINK BELOW
EQ11 27" UNDER COUNTER
REFRIGERATOR KES KES 1 BEVERAGE-AIR UCR27HC STAINLESS 115 1PH 2.0A NEMA 5-15 ------FOR TABLES w/ 36" DEPTH. SEE TABLE 5. SPECIFY ON ORDER: 2-3/4" CASTERS, LOW PROFILE IN LIEU OF 6"
STANDARD.
EQ12 CUP DISPENSER DBC KES 25 DISPENSE RITE PL-CT-4BT BLACK ----------ATTACH TO BOTTOM OF HANGING SHELVES W/ SS BRACKET
EQ12A CUP DISPENSER DBC KES DISPENSE RITE PL-CT-5BT BLACK ----------ATTACH TO BOTTOM OF HANGING SHELVES W/ SS BRACKET
EQ13
UNITSTRUT & ALL-THREAD
(ABOVE ACT)GC GC --------------GC TO INSTALL UNISTRUT & ALL-THREAD, ABOVE ACT W/ ALL NECESSARY HARDWARE;
REFERENCE DETAIL 8/A3.0
UNISTRUT (BELOW ACT)GC GC --------------GC TO INSTALL UNISTRUT BELOW ACT; PAINTED TO MATCH SHELVING;
REFERENCE DETAIL 8/A3.0
CEILING MOUNTED
SHELVING (48"x24")KES KES 28 ULINE H-3187BL BLACK ----------
48"x24" & 36"x24" SHELVING - HUNG:
- KES TO INSTALL (2) SETS OF CEILING HUNG SHELVES OVER EACH STAINLESS COUNTER AND 3-COMP SINK
PER SHELVING PLAN.
- ATTACH TO PAINTED UNISTRUT AND HANG ALL-THREAD FROM TOP OF UNISTRUT THROUGH BOTTOM OF
SHELVING POST SECURED W/ FENDER WASHERS AND BOLTS. EXTRA ALL THREAD AT BOTTOM OF POST TO
BE CUT OFF AND FILED SMOOTH.
- REFERENCE DETAIL 8/A3.0
CEILING MOUNTED
SHELVING (36"x24")KES KES 6 ULINE H-3186 BLACK ----------
CEILING MOUNTED POSTS
(54")KES KES 48 ULINE H-6795BL BLACK ----------
CEILING MOUNTED SHELF
LINERS (48"x24")KES KES 28 ULINE H-2440 CLEAR ----------
CEILING MOUNTED SHELF
LINERS (36"x24")KES KES 6 ULINE H-2439 CLEAR -----------
CEILING MOUNTED
SHELVING DIVIDERS
(24"x8")
KES KES TBD BY
OWNER ULINE H-1761BL BLACK ----------
EQ13A
STANDING SHELVING
(24"x48")KES KES 2 CAMBRO ESU244884S5580 BRUSHED
GRAPHITE ----------
24"x48"x84" & 24"x36"x84" STANDING SHELVES; REFERENCE PLAN.
ADDITIONAL HARDWARE:
- (4) CAMBRO - EDS24H6580
- (8) CAMBRO - CSWF
- (1) CAMBRO - ECC10580
STANDING SHELVING
(24"x36")KES KES 1 CAMBRO ESU243684S5580 BRUSHED
GRAPHITE ----------
EQ14 WALL MOUNTED DRINK
SPEED RAILS OWNER OWNER 3 SAN JAMAR B5522 STAINLESS ----------STAINLESS STEEL SPEED RAIL (31-1/8"x4-1/8"x6")
EQ15 WALK-IN COOLER BOX KES GC/ PC/ EC 1 REFRIGERATION
CONTRACTORS CUSTOM WHITE ----------
CUSTOM WALK-IN BOX WITH GLASS DOORS AND ALUMINUM COVE BASE. GC'S REFRIGERATION
CONTRACTOR TO SET BOX IN URETHANE SEALANT ON TOP OF QUARRY TILE FLOOR AND INSTALL
ALUMINUM COVE BASE AROUND INSIDE AND OUTSIDE PERIMETER OF BOX AT FLOOR. REFRIGERATION SUB
ALSO TO INSTALL VERTICAL CLOSURE STRIPS BETWEEN THE WALK-IN COOLER AND THE ADJACENT WALLS
AND BETWEEN WALK-IN COOLER CEILING AND BUILDING WALLS IF REQUIRED BY LOCAL HEALTH
DEPARTMENT. PROVIDE WALK-IN COOLER (ANTHONY DOORS) DOOR CIRCUIT.
EQ15A WALK-IN COOLER COND.KES KES/ GC/
PC/ EC 1 HEATCRAFT MOZ015M63 PER MFR.208/230 3PH RLA-8.7A
LRA-58A -------INSTALLED ON ROOF.
EQ15B WALK-IN COOLER EVAP.
COIL KES KES/ GC/
PC/ EC 1 HEATCRAFT ULA132 PER MFR.115/ 60 1PH 3.6A -------INSTALLED IN WALK-IN COOLER, REFERENCE PLAN; VERIFY W/ OWNER
EQ15C WALK-IN COOLER
SHELVING KES GC 3 SETS ANTHONY ------------REFERENCE ENLARGED COOLER PLAN
EQ17 REBEL TAP SYSTEM KES KES/ GC/
PC/ EC 1 LANCER CED 400 GRAY 115/60 --NEMA 5-15 FILTERED COLD MALE 3/8"-3/4" FLEX
DRAIN LINE REQUIRES FILTERED WATER, BAG-IN-BOX, GAS REGULATORS AND TUBING CONNECTIONS
EQ18 BAG-IN-BOX RACK KES KES/ GC 1 APEX BEVERAGE
EQUIPMENT DISTRIBUTION 27" WIDE BLACK ----------BAG-IN-BOX RACK; LOCATED IN DRY STORAGE; PROVIDE ALL NECESSARY TUBING CONNECTIONS
EQ19 BULK TANK KES KES/ GC 1 CO2 TANK 550 LB.-----------PROVIDE WITH MONITORING SYSTEM AND SECURE TO WALL PER MFR. RECOMMENDATIONS
EQ19A BULT TANK FILL BOX KES KES/ GC 1 CO2 TANK FILL BOX FLUSH MOUNT PER MFR.----------6"x6"x2" FLUSH MOUNTED AT 48" A.F.F.; PROVIDE ALL NECESSARY TUBING CONNECTIONS
"H
O
U
S
E
"
EQ20 "OPEN" SIGN DBC GC 3 ES&A CO.TBD PER MFR.----------CENTER ON WINDOWS, ON SWITCHED OUTLET, REFERENCE ELEVATIONS
EQ21 MENU BOARDS DBC GC 5 ES&A CO.TBD PER MFR.----------COORD. W/ ARCHITECTURAL ELEVATIONS
EQ21A "GOODIES" MENU DBC GC 2 TBD TBD PER MFR.----------COORD. W/ ARCHITECTURAL ELEVATIONS
EQ21B SNAP FRAMES DBC GC 2 TBD TBD PER MFR.----------COORD. W/ ARCHITECTURAL ELEVATIONS
EQ22 BOLLARD COVER DBC GC 2 IDEAL SHIELD 7" COVER BLUE W/ LOGO ----------
EQ23 42" WALL MOUNTED AIR
CURTAIN GC GC 1 BERNER/ QUIKSERV
SANITATION
CERTIFIED
LOW PROFILE 7
- 42"
WHITE 120/1/60 1PH 3.4A -------QUIKSERV AIR CURTAIN, 42", MOUNT 2" ABOVE DOOR FRAME
EQ23A 48" WALL MOUNTED AIR
CURTAIN GC GC 1 BERNER/ QUIKSERV
SANITATION
CERTIFIED
LOW PROFILE 7
- 48"
WHITE 120/1/60 1PH 3.4A -------QUIKSERV AIR CURTAIN, 48", MOUNT 2" ABOVE DOOR FRAME
EQ24 25" AIR CURTAIN - SERVICE
WINDOW GC GC 2 BERNER/ QUIKSERV QSK1025AA-BK BLACK 120 1PH 3.4A -------QUIKSERV AIR CURTAIN, 25" MOUNT DIRECTLY ABOVE SERVICE WINDOW PER MRF. RECOMMENDATIONS
EQ25 SAFE MFR. TECH.MFR. TECH.1 LOOMIS TITAN
DUAL-STD BLACK 120 ---------PROVIDE DEDICATED RECEPTACLE; INSTALLED BY LOOMIS TECHNICIAN
EQ27 EMPLOYEE LOCKERS KES -2 ULINE H-6735AGR
(12x12x72")GRAY ----------
EQ28 FIRE EXTINGUISHER GC GC 1 ULINE S-9873 RED ----------UL RATING 2A:10B:C
EQ29 FIXED ROOF ACCESS
LADDER GC GC 1 TRI-ARC WLFS0116 GRAY ----------STEEL, 15' LADDER W/ 16 STEPS; TOP EXIT
EQ30 LADDER SAFETY POST GC GC 1 BILCO LU-1 YELLOW ----------YELLOW POWDER COATED STEEL LADDER SAFETY POST
EQ31 ROOF HATCH GC GC 1 BILCO
SINGLE LEAF
SCUTTLE TYPE
S-20
RED OXIDE
PRIME FINISH ----------
ROOF HATCH 3'-0"X2'-6" - PRE-ASSEMBLED SINGLE LEAF INSULATED PAINT BOND ROOF SCUTTLE EQUAL
TO BILCO TYPE S ROOF HATCH PROVIDE INTERIOR PADLOCK GIVE KEYS TO CONSTRUCTION PROJECT
MANAGER
EQ32 ATTIC ACCESS PANEL GC GC 1 BEST ACCESS DOORS BA-CTR-22x30 WHITE ----------ACCESS DOOR W/ HIDDEN FLANGE FOR ALL SURFACE TYPES; PROVIDE KEYED LATCH
EQ33 KEY LOCK BOX GC GC 1 KNOX KNOXBOX 3200 BLACK ----------SURFACE MOUNTED AT 72" A.F.F. AT REAR DOOR
EQ34 "HUG" FREEZER DBC GC 1 KELVINATOR 738089
(KCCF073WS)WHITE 115 1PH 1.0A NEMA 5-15 ------FREEZER FOR "HUG" VESTS; TO BE INCLUDED IN CLIMATE ZONES 1-5 A1.1
EQUIPMENT SCHEDULE
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
PLUMBING SCHEDULE
CONTRACTOR TO PROVIDE UNLESS NOTED OTHERWISE
ID
TAG FIXTURE DESCRIPTION MANUFACTURER MODEL REMARKS
RE
S
T
R
O
O
M
P-1 LAVATORY TOILET KOHLER K-3619 CIMARRON
PROVIDED & INSTALLED BY: GC
COLOR: WHITE
NOTE: FLUSH CONTROLS LOCATED ON
OPEN SIDE OF W.C.
P-2
LAVATORY SINK KOHLER K-2032 INSTALL W/ ACCESSORIES TO MEET
ADA REQUIREMENTS
LAVATORY SINK FAUCET DELTA 501LF-HGMHDF
"W
O
R
K
S
T
A
T
I
O
N
"
P-3 WATER FILTRATION SYSTEM HEATHCO/ EVERPURE
PROJECT
LOCATION
SPECIFIC
CONTACT: TOM RUGGLES (714) 910-9805
FOR PROJECT SPECIFIC WATER
FILTRATION SYSTEM.
P-4 DIPPER WELL FISHER 3041
PROVIDED & INSTALLED BY KES;
INSTALLED IN STAINLESS STEEL TABLE;
PROVIDE NON-FILTERED COLD WATER,
DRAIN LINE TO FLOOR SINK BELOW
P-5 RAPID RINSE STATION BLENDTEC JRE-610
PROVIDED & INSTALLED BY KES;
PROVIDE NON-FILTERED COLD WATER
IN STAINLESS STEEL TABLE. GRAINGER
3MRL4 RUBBER GROMMET FOR SUPPLY
LINE.
P-6 WATER HEATER - TANK A.O. SMITH DEN-52
PROVIDED & INSTALLED BY GC;
ELECTRIC - 208V, 3PH, SIMULTANEOUS,
11 kW - HIGH RECOVERY RATE
P-7
HAND SINK BK RESOURCES BKHS-D-SS-SS PROVIDED BY KES; INSTALLED BY GC;
PROVIDED W/ SPLASH GUARDS BOTH
SIDES; PROVIDE NON-FILTERED WATER
CONNECTIONSHAND SINK FAUCET FISHER 53872
P-8
3-COMP SINK BK RESOURCES BKS-3-1416-12-12TS
PROVIDED BY KES; INSTALLED BY GC;
1.5" DRAIN; TIE ALL DRAINS TOGETHER
AND ROUTE TO NEAREST FLOOR SINK.
LEVEL FRONT TO BACK AND SIDE TO
SIDE AND CAULK TO WALL WITH CLEAR
SILICONE; PROVIDE STRAINERS AND
NON-FILTERED WATER CONNECTIONS
3-COMP SINK FAUCET FISHER 34371
LEVER WASTE DRAIN FISHER 24090
P-9 PULL-OUT SPRAYER HANDLE T&S MPZ-4DLN-06
PROVIDED BY KES; INSTALLED BY GC;
ON STAINLESS STEEL TABLE @ DUMP
SINK; 8" RISER & 6" SWING SPOUT;
PROVIDE NON-FILTERED WATER
CONNECTIONS
P-10
MOP SINK ZURN Z1996-24
PROVIDED & INSTALLED BY GC;
COLOR: WHITE 10" WALLS, 3" DRAIN.
MOP HANGER ABOVE.
MOP SINK FAUCET FIAT 830-AA
PROVIDED & INSTALLED BY GC:
SERVICE FAUCET WITH VACUUM
BREAKER, INTEGRAL STOPS AND HOSE
WITH HOSE BRACKET
MOP HANGER ULINE H-2841
PROVIDED & INTALLED BY KES;
MOUNT AT 60" A.F.F., AT SIDE OF MOP
SINK
P-11 FLOOR SINK ZURN (BASIS OF DESIGN)FD2375
PROVIDED & INSTALLED BY GC;
12"x12"x6" DEEP SQUARE, CAST IRON
BODY; WHITE ACID RESISTING
PORCELAIN ENAMEL INTERIOR COATING
W/ BASKET STRAINERS & HALF-GRATES
P-12 FLOOR DRAIN ZURN (BASIS OF DESIGN)EZ-5 PROVIDED & INSTALLED BY GC;
5" ROUND FLOOR DRAIN
P-13 GREASE INTERCEPTOR SCHIER (BASIS OF DESIGN)GB-50
PROVIDED & INSTALLED BY GC;
50 GPM, BELOW-GRADE AT EXTERIOR,
VENTED THROUGH BUILDING; PROVIDE
CAST-IRON COVER. FINAL SIZE TO BE
COORDINATED W/ SCHIER
(MANUFACTURER)
DUTCHBROS@SCHIERPRODUCTS.COM
P-14
ROOF DRAIN ZURN (BASIS OF DESIGN)Z165
PROVIDED & INSTALLED BY GC;
COMBINATION MAIN AND OVERFLOW
ROOF DRAIN.
DOWNSPOUT NOZZLE ZURN (BASIS OF DESIGN)Z199
PROVIDED & INSTALLED BY GC;
NO-HUB DOWNSPOUT NOZZLE, 18"
A.F.F., NICKEL BRONZE BODY
P-15 WALL HYDRANT - BLDG WATTS HY-420
PROVIDED & INSTALLED BY GC;
6" NON-FREEZE WALL HYDRANT, MOUNT
AT 24" A.F.F AT REAR ELEVATION.
P-16 YARD HYDRANT -
TRASH ENCLOSURE WATTS HY-800 PROVIDED & INSTALLED BY GC;
FROST PROOF, 2FT. BURY DEPTH MIN.
P-17 RECIRCULATION PUMP TACO 0010
PROVIDED & INSTALLED BY GC;
115V, 3,250 RPM, PROVIDE W/
AQUATSTAT AND/ OR TIMER
P-18 BOOSTER PUMP XYLEM e-AB3
2AB35HME05
PROVIDED & INSTALLED BY GC;
230V, 1PH, 30 GPM @ 35 PSI BOOST, 2
HP, VARIABLE SPEED CONTROLLER;
PROVIDE ALL NECESSARY VALVES AND
ACCESSORIES RECOMMENDED BY MFR.
FOR A COMPLETE SYSTEM.
P-19 BACKFLOW PREVENTER WATTS LF009
PROVIDED & INSTALLED BY GC;
MOUNT ABOVE MOP SINK; ROUTE
RELIEF PIPES TO DISCHARGE
INDIRECTLY TO MOP SINK
P-20 TRENCH DRAIN ZURN Z883-E1-RFSC-DB
PROVIDED & INSTALLED BY GC;
SLOTTED SS GRATE; BOT. OUTLET w/
BOT. DOME STRAINER;
LOCATED AT ICE MACHINE/ BIN
P-21 FILTRATION SYSTEM
THERMOSTATIC MIXING VALVE ACORN CONTROLS ET71-1 PROVIDE FOR WATER FILTRATIONS
SYSTEMS IN CLIMATE ZONES 4-8
RESTROOM ACCESSORIES
PA-51 ADA GRAB BAR BOBRICK B-5806
PROVIDED & INSTALLED BY GC;
SIZE DEPENDANT ON INSTALLATION
LOCATION
PA-52 MIRROR BOBRICK B-165-1836
PROVIDED & INSTALLED BY GC;
MOUNTED W/ BOTTOM OF REFLECTIVE
SURFACE AT 40" MAX A.F.F.
PA-61 SOAP DISPENSER TORK 466100
PROVIDED BY DBC PARTS;
INSTALLED BY KESPA-62 TOILET PAPER DISPENSER TORK 59TR
PA-63 PAPER TOWEL DISPENSER TORK 461002
PA-64 SANITARY NAPKIN DISPOSAL BOBRICK B-254 PROVIDED & INSTALLED BY G.C.
PA-65 TOILET SEAT COVER
DISPENSER BOBRICK B-221 PROVIDED BY DBC PARTS;
INSTALLED BY KES
LIGHTING SCHEDULE
CONTRACTOR TO PROVIDE UNLESS NOTED OTHERWISE
SUBSTITUTIONS ARE NOT ALLOWED AND VALUE ENGINEERING WILL NOT BE CONSIDERED. NO EXCEPTIONS
ID
TAG FIXTURE DESCRIPTION MFR MODEL REMARKS
L2 GRID LED, 2' x 2',
ACRYLIC LENS COOPER 22FP3240C 2x2 FLAT PANEL, LAY-IN GRID CEILING, FROSTED
LENS, LED 39.2W, 3333LM, 4000K
L2E GRID LED, 2' x 2',
ACRYLIC LENS COOPER 22FP3240C
2x2 FLAT PANEL, LAY-IN GRID CEILING, FROSTED
LENS, LED 39.2W, 3333LM, 4000K,
w/ 15W EMERGENCY BATTERY PACK
L3 LED ROUND @ RESTROOM
& MECHANICAL ROOM NUVO
62-1777 - 29W/ LED/ 15" RND/
FLUSH/ 3000K/ WH,
120V DIMMABLE
15" DIA SURFACE J-BOX MOUNTED LED
MILK-WHITE DIFFUSER, ROUND WHITE TRIM, 29W,
2200LM, 3000K
L4 EXTERIOR SCONCE
w/ BLUE FILTER LIGMAN UMT-31416-DBNA /
14/14W-N-W40-02-120/227V
14/14W; NARROW BEAM; 40W, 4000K, DARK GRAY,
120/227V; TO BE USED AT CANOPY COLUMNS
ONLY W/ BLUE FILTER. VERIFY BEAM DIRECTIONS
W/ OWNER. BOT. OF FIXTURE AT 8'-0" A.F.F.
L5 LED STRIP LIGHTING
@ PARAPET 2 LEKTRON
LASER, 120-277 VAC, 24 VDC
(PHILLIPS ADVANCE), 1.50W/
FT., DIMMABLE
BLUE LED STRIP LIGHTING AT PERIMETER OF
PARAPET 2, REMOTE DRIVER INDOOR/ OUTDOOR
RATED; LOCATE INSIDE OF BUILDING IN
ACCESSIBLE LOCATION. USE TRANSFORMER
SIZES PER RUNS/ WIRING GROUPS. MAX. RUN
LENGTH IS 48'-0"
L6 WALL PACK RAB WPLED-26-Y-/ESP, MV,
NON-DIM
EXTERIOR DECORATIVE WALLPACK. APPROX.
26W,3300LM, 3000K, W/ EMERGENCY BACK UP; NO
MOTION SENSOR OR PHOTOCELL
L7 LED STRIP LIGHTING
@ AWNINGS
SELF
ELECTRONICS
CROWN-7040K110-S-SSP
MV, 0-10V, DIM
6' WET LOCATION LINKABLE CUSTOM BATTEN
STRIP, LED, HIGH-OUTPUT, 60W, 6300LM, 4000K,
INTEGRAL DRIVER, AWNING MOUNTED AT 10'-6"; 1
ROW PER AWNING, ANGLED TO WASH WALL
L8 LIGHT FIXTURE @
ELECTRICAL ROOM NUVO 65-550, 20W, 120V, 5000K,
NOM-DIM
CEILING MOUNTED, VAPOR PROOF FIXTURE, w/
GUARD; GRAY, LED, 2000LM, 5000K, WET
LOCATION LISTED
L9 FRAMED CANOPY
SOFFIT LIGHTS DMF
DRD5S-4-R-07-9-30 /
DRDH-N-JO-KH MV, 120V, NON
DIM
USED ONLY FOR APPLICATIONS REQUIRING
SURFACE CEILING MOUNTED LIGHTS. RECESSED
OCTAGANAL 2" HT. J-BOX HOUSING W/ SURFACE
DOWNLIGHT; 4.75" DIAMETER, 9/16" DEEP, WHITE,
LED, 750LM, 3000K, WET LISTED
P POLE LIGHTING - SINGLE NLS
NV-1-T4-64LSP-1-40K-UNV-ASA-
BRZ
OR T4-48, IF 156W NEEDED.
ADD "FSIR-100" FOR
CALIFORNIA (<24') OR WHERE
MOTION SENSORS REQUIRED
PER CODE OR SIMPLY
DESIRED. ADD HSS IF HOUSE
SIDE SHIELD IS REQUIRED.
POLE IS NLS
SSP17-4S-11G-9BC-SGL-BRZ-34
30-CL, MV
SITE POLE HEAD, LED, 205W, 23000LM, (OR 156W,
19000LM, IF LOWER WATTAGE REQUIRED), 4000K,
DARK BRONZE, TYPE IV DISTRIBUTION, W/ 17'-6"
POLE (VERIFY FOR EACH SITE), 4" SQUARE
STRAIGHT 11GA STEEL, INCLUDES ANCHOR
BOLTS, DARK BRONZE, BOLTS 12" BOLT CIRCLE
3/4" DIA. x 30" LONG.
VERIFY PER LOCAL REQUIREMENTS PRIOR TO
ORDERING - POLE LENGTH, WATTAGE/LUMENS,
KELVIN LIGHT TEMPERATURE, TYPE
DISTRIBUTION, MOUNTING CONFIGURATION -
SINGLE/DOUBLE AND COLOR. HEAD BRACKET
HOLES ARE FACTORY PRE-DRILLED GIVEN
AVAILABLE LEAD TIME, CUT AND DRILL IN FIELD IF
REQUIRE SHORTENED, VERIFY HEIGHT AND
COLOR WHEN ORDERING
P2 POLE LIGHTING - DOUBLE NLS SAME AS TYPE P -
2 HEADS @ 180°
P4 POLE LIGHTING - QUAD NLS SAME AS TYPE P -
4 HEADS @ 90°
X EXIT SIGN BEST EZXTEU2RWEM
MV, NON DIM, 4W
EXIT, SELF POWERED, SINGLE/DOUBLE FACE,
UNIVERSAL MOUNT, LED, RED ON WHITE, VERIFY
COLORS
EXM EXIT SIGN W/ HEADS BEST
CXTEU-2-R-W
MV, NON DIM, 12W
(NOT USED ON EVERY
LOCATION)
UNIVERSAL, SELF-POWERED, WHITE EXIT, RED
ON WHITE/ EM COMBO W/ (2) 5.4W HEADS
EM EMERGENCY LIGHT BEST LEDRX-5HL
MV, NON DIM, 4W EMERGENCY LIGHT, WHITE, BRIGHT (2) 1.7 W LED
CONT SUPPLIED BY EC --
CONTROLS. PANEL BASED CIRCUITING WITH
TIMER CONTROL, PC CONTROL AND SENSORS
WHERE REQUIRED BY CODE
PURCHASING: THE ABOVE LIGHTING MATERIAL IS TO BE PURCHASED AS A "LIGHTING PACKAGE" FROM DUTCH BROS COFFEE'S NATIONAL ACCOUNTS
FROM THE REQUIRED LIGHTING VENDORS LISTED BELOW; MADE AVAILABLE TO FRANCHISEES AND THEIR CONTRACTORS AT ESTABLISHED
DISCOUNTED PRICING, USED FROM NEGOTIATED STOCK INVENTORIED PRODUCT COMMITTED TO, AND OBLIGATED FOR USE BY DUTCH BROS
COFFEE. FOR QUOTATION, ORDER PLACEMENT AND DELIVERY. IF ANYTHING OTHER THAT ABOVE IS INSTALLED WITHOUT EXPRESSED WRITTEN
CONSENT BY DUTCH BROS COFFEE CORPORATE OFFICE AND THE FRANCHISEE, CONTRACTOR WILL BE REQUIRED TO REMOVE IT AND REPLACE IT
WITH THE ABOVE.
REQUIRED LIGHTING VENDORS:
- IMPERIAL LIGHTING - KURT TOMASOVICH - 760-636-0762 - KURT@IMPERIAL-LIGHTING.COM
- GRAYBAR - ANSON SAUCE - 817-475-0178 - ANSON.SAUCE@GRAYBAR.COM
- CED - ROSS DEBOOM - 817-905-1983 - RDEBOOM@CEDMILLER.COM
- REGENCY LIGHTING - CHRIS MONTELEONE - 201-424-5847 - CHRIS.MONTELEONE@REGENCYLIGHTING.COM
- VILLA LIGHTING SUPPLY - NICK BECKER - 314-478-3141 - NICK.BECKER@VILLALIGHTING.COM
IT SCHEDULE
ID
TAG DESCRIPTION MANUFACTURER MODEL QTY REMARKS
IT-1
LOW VOLTAGE RACK STRONG SR-WMS-12U 1
PROVIDE BLOCKING & MOUNT TOP
OF UNIT 3" BELOW SUSP. CEILING;
REQUIRES TECH RACK FAN KIT
TECH RACK FAN KIT --1 -
BACK-UP BATTERY APC SC 450VA 1 PLACED INSIDE THE LOW VOLTAGE
RACK
RACK SHELF PANDUIT -2 -
SURGE PROTECTOR WATTBOX LIGHTED SURGE
PROTECTOR 1 -
IT-2 AUDIO EQUIPMENT TBD TBD -LOCATED IN LOW VOLTAGE RACK
IT-3 IT EQUIPMENT TBD TBD -LOCATED IN LOW VOLTAGE RACK
IT-4 AMP SONOS TBD 2 (1) AMP FOR INTERIOR SPEAKERS;
(1) AMP FOR EXTERIOR SPEAKERS
IT-5 SPEAKER - CEILING MOUNTED SONOS IN-CEILING BY SONANCE 2 SEE PLAN FOR LOCATION
IT-6 SPEAKER - EXTERIOR
MOUNTED SONOS OUTDOOR BY SONANCE 2 SEE PLAN FOR LOCATION
IT-7 NOT USED ----
IT-8 IPAD 10.2"APPLE IPAD 10.2"5 IPAD 10.2" REQUIRE SCREEN
PROTECTOR (2/PK)
IT-8A IPAD MINI APPLE IPAD MINI 11 -
IT-8B IPOD TOUCH APPLE IPOD TOUCH 1 REQUIRES OTTERBOX CASE
IT-9 IPAD ADJUSTABLE ARM WALL
MOUNT THE JOY FACTORY -5 -
IT-9A IPAD CLAMP MOUNT THE JOY FACTORY -2 -
IT-9B IPAD MAGNETIC MOUNT THE JOY FACTORY -3 -
IT-10 IPAD TABLET MOUNT MAGCONNECT UNIVERSAL TABLET
MODULE 5 -
IT-11 IPAD CHARGING CABINET LUXOR LTTMWV16-G 1
16 TABLET CHARGING LOCKER;
HORIZONTAL POWER CHARGING
STRIP W/ PADDED INTERIOR AND
RUBBER-COATED DIVIDERS AND 10'
CORD
IT-12 3.5MM TO 2-MALE RCA
ADAPTER --1 -
IT-13 POS SYSTEM --1 -
IT-14 CASH DRAWER PRINTER APG -2 WIRELESS
IT-15 5' CAT-5E CABLE --1 -
IT-16 PAYPAL READER BUNDLE --6 PAYPAL READER BUNDLE - CHIP &
TAP W/ CHARGING STATION
IT-17 SECURITY MONITOR TBD TBD 1 VERIFY LOCATION W/ DBC
IT-18 OUTDOOR AP CISCO - MERAKI MR74 1 VERIFY FINAL LOCATION W/ LOW
VOLTAGE VENDOR
STAINLESS STEEL PACKAGE - DB2550-A1
ID
TAG:DESCRIPTION:QTY:PROVIDED:INSTALLED:MFR:MODEL:REMARKS:
WORKSTATIONS
T1 90"Wx36"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
WALK-UP WINDOW TABLE; CASH DRAWER ON
LEFT SIDE; SECURE TO WALL & SEAL W/ GRAY
SILICONE. RAPID RINSE STATION SINK & KNOCK
BOX BUILT-IN
T2 122"Wx36"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
DRIVE-THRU WINDOW TABLE; CASH DRAWER ON
RIGHT SIDE; SECURE TO WALL & SEAL W/ GRAY
SILICONE. RAPID RISE STATION SINK & KNOCK
BOX BUILT-IN
T3 103"Wx32"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
WALK-UP WINDOW TABLE; NO CASH DRAWER;
SECURE TO WALL & SEAL W/ GRAY SILICONE.
RAPID RINSE STATION SINK & KNOCK BOX
BUILT-IN
T4 96"Wx32"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
"PIT STATION" TABLE; SECURE TO WALL & SEAL
W/ GRAY SILICONE. (2) 19"x14"x1
2" DRAIN PANS,
10"x18"x4" RAPID RINSE SINK w/ SPLASH GUARD &
DIPPER WELL BUILT-IN
WORKSTATION ACCESSORIES
TA-10 CASH DRAWER 2 KES KES APG VB320-
BL1616 PROVIDE w/ CASH DRAWER CHANNEL
TA-11 KNOCK BOX 4 KES KES KES CUSTOM
14 ga., STAINLESS, BUILT INTO WORKSTATION.
KNOCK BOX CROSS BAR - 7/16" DIA. THROUGH
BOLT w/ NYLOCK WINGNUT BAR 5/14"x1-1/2"
RUBBER INSERT ROUND.
PROVIDE TRASH CAN BELOW
TA-12 UTILITY CHASE 1 KES KES KES CUSTOM 4"x2" w/ 1" WINGS UTILITY CHASE; TO BE
PROVIDED w/ FLANGE AT T2
SHELVES
SA-1 SERVICE WINDOW
SHELVES 2 KES KES KES CUSTOM
14 ga., 48"x12"X4" (BRACKET HEIGHT PER
EXTERIOR FINISH); WALK-UP & DRIVE-THRU
VERSIONS; INSTALL AT 34" MAX. A.F.F.
SA-2 MANAGER'S DESK 1 KES KES KES CUSTOM 14 ga., 24"x20"x12", INSTALL AT 34" MAX. A.F.F.
STAINLESS STEEL PACKAGE - DB2550-A2
ID
TAG:DESCRIPTION:QTY:PROVIDED:INSTALLED:MFR:MODEL:REMARKS:
WORKSTATIONS:
T1 82"Wx36"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
WALK-UP WINDOW TABLE; SECURE TO WALL &
SEAL W/ GRAY SILICONE. RAPID RINSE STATION
SINK, KNOCK BOX & DIPPER WELL BUILT-IN.
T2 90"Wx36"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
DRIVE-THRU WINDOW TABLE; SECURE TO WALL &
SEAL W/ GRAY SILICONE. RAPID RISE STATION
SINK & KNOCK BOX BUILT-IN
T3 103"Wx32"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
WALK-UP WINDOW TABLE; CASH DRAWER FACING
T1; SECURE TO WALL & SEAL W/ GRAY SILICONE.
RAPID RINSE STATION SINK & KNOCK BOX
BUILT-IN
T4 96"Wx32"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
"PIT STATION" TABLE; SECURE TO WALL & SEAL
W/ GRAY SILICONE. (2) 19"x14"x1
2" DRAIN PANS,
10"x18"x4" RAPID RINSE SINK w/ SPLASH GUARD &
DIPPER WELL BUILT-IN
T5 60"Wx24"Lx34"H 1 KES KES KES
CUSTOM/
14 ga.
STAINLESS
STEEL
DRIVE-THRU WINDOW CASH DRAWER TABLE W/
SHELF; SECURE TO WALL & SEAL W/ GRAY
SILICONE
WORKSTATION ACCESSORIES
TA-10 CASH DRAWER 2 KES KES APG VB320-
BL1616 PROVIDE w/ CASH DRAWER CHANNEL
TA-11 KNOCK BOX 4 KES KES KES CUSTOM
14 ga., STAINLESS, BUILT INTO WORKSTATION.
KNOCK BOX CROSS BAR - 7/16" DIA. THROUGH
BOLT w/ NYLOCK WINGNUT BAR 5/14"x1-1/2"
RUBBER INSERT ROUND.
PROVIDE TRASH CAN BELOW
TA-12 UTILITY CHASE 1 KES KES KES CUSTOM 4"x2" w/ 1" WINGS UTILITY CHASE; TO BE
PROVIDED w/ FLANGE AT T2
SHELVES
SA-1 SERVICE WINDOW
SHELVES 2 KES KES KES CUSTOM
14 ga., 48"x12"X4" (BRACKET HEIGHT PER
EXTERIOR FINISH); WALK-UP & DRIVE-THRU
VERSIONS; INSTALL AT 34" MAX. A.F.F.
SA-2 MANAGER'S DESK 1 KES KES KES CUSTOM 14 ga., 24"x20"x12", INSTALL AT 34" MAX. A.F.F.
SA-3 SHELVES 2 DBC KES KES CUSTOM 14 ga., 24"x10"x8", INSTALL OVER 3-COMP SINK
SA-4 CUP DISPENSER
BRACKETS -KES KES KES CUSTOM 4-CUP & 5-CUP MODELS; INSTALLED PER PLAN &
ELEVATIONS
A1.2
IT/ LIGHTING/
PLUMBING/ TABLE
SCHEDULES
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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T
ISSUED FOR PERMIT:
08.31.2023
7'-0"12'-0"1'-6"4'-0" x 6'-0" R.O.
SILL AT 2'-10" A.F.F.
3'-6"7'-10"
7 1/2"
4'-0" x 6'-0" R.O.
SILL AT 2'-10" A.F.F.
14'-4"
44'-0"
9'
-
0
"
8'
-
0
"
x
5
'
-
8
"
R
.
O
.
SI
L
L
A
T
3
'
-
2
"
A
.
F
.
F
.
2'
-
1
"
2'
-
1
"
20
'
-
0
"
8"
3'
-
1
0
"
x
7
'
-
2
"
R
.
O
.
4'
-
0
"
4'-0"
CL
3'
-
4
"
13'-2"1'-6"
3'-8"6'-5 1/4"CL
CL
2'
-
3
"
3'-4"CL CL
CL
4'-4"
CL
1'-10"
CLCL
1'
-
0
"
BF-1
PRE-FAB. METAL
AWNING, ABOVE
PRE-FAB. METAL
AWNING, ABOVE.
3'-4" x 7'-2" R.O.
7'-6"
(COORD. W/ COOLER)
9'-0"
1'-0"
WF-1
BF-1
WF-1
BF-1
WF-1
WF-2
D
D
E
E
A
A
A
B
A
AA
2'-2"CL
FL
O
O
R
S
I
N
K
3-
C
O
M
P
.
S
I
N
K
CL
1'
-
7
"
2'
-
0
"
1'
-
2
"
5'
-
6
"
2"
T
O
C
L
O
F
BO
L
L
A
R
D
,
T
Y
P
.
10" TO CL OF
BOLLARD, TYP.
P-11 P-11
P-11
P-11
P-11
P-11
C
PRE-FAB. METAL
AWNING, ABOVE
AWNING
DOWNSPOUT
LOCATION
AWNING
DOWNSPOUT
LOCATION
AWNING
DOWNSPOUT
LOCATION
CG
WC
CG
24
'
-
6
"
4
A7.0
5
A7.0
1
A7.0
2
A7.0
3
A7.0
WC
49'-0"
4'-1"
3'
-
4
"
x
8
'
-
1
0
"
R
.
O
.
3" MIN. ROOF DRAIN
PIPE, VERIFY IN FIELD
3" MIN. ROOF
OVERFLOW
DRAIN PIPE,
VERIFY IN FIELD
3" MIN. ROOF
OVERFLOW
DRAIN PIPE, V.I.F.
2'-0"8'-2" x 5'-8" R.O.
SILL AT 3'-2" A.F.F.
10
'
-
0
"
CG
7'-0"
10"3'-4" x 7'-2" R.O.2'-10"
P-12
10
'
-
0
"
12'-0"3'-6"12'-0"
CLCLCL
CL
2'
-
0
"
(T
Y
P
.
)
P-3
P-15
AT 24" A.F.F.
CL
12'-0"
1'-2"
FLOOR PLAN NOTES:
- REFERENCE SHEET A2.1 FOR
FLOOR FINISH AND LAYOUT.
1 36" DIAMETER FOUNDATION
SONO TUBE (OR SIM.)
BLOCK OUT, (TYP.)
2 PAINT DOOR AND FRAME PT-2
3 PROVIDE 2x BLOCKING
AT HAND SINK
1
1
1
WG
WG
CG
BF-1
WF-1
CL
CL
2'
-
1
0
1
/
2
"
PROVIDE PLYWOOD
SHEATHING & WF-1
ABOVE COOLER
CG
P-11
CL
2'
-
0
"
CL
1'-1"
3
3
F
SIM.
ASIM.
AF
A
3'-6"
2
2
2
2
15
'
-
6
"
2"
11
'
-
6
"
8'
-
6
"
7'-4 1/2"28'-0"10'-0"
6"
A
B
02
AC
05
03
04
01
P-20CL
3'
-
9
"
3'-4"CL
2'
-
0
"
(T
Y
P
.
)
2'-0"
(TYP.)
2'-0"
(TYP.)
2'
-
0
"
(T
Y
P
.
)
2'-0"
(TYP.)
2x6 WALL
AT HAND SINK
4'
-
4
"
PRE-FAB. METAL
AWNING, ABOVE
AWNING
DOWNSPOUT
LOCATION
9'
-
6
1
/
2
"
(C
O
O
R
D
.
W
/
C
O
O
L
E
R
)
19
'
-
0
"
6"
3" MIN. ROOF
OVERFLOW
DRAIN PIPE,
VERIFY IN FIELD
3'-0" x 7'-2" R.O.
4 1/2"
FINISH SCHEDULE
TAG FIN. DESCRIPTION MFR.MODEL REMARKS
FLOOR
FF-1 FLOOR TILE - TEXTURED BEDROSIANS 6"x6" DOTTI DIAMOND - ANTHRACITE
R12 - MATTE PRODUCTION AREA FIELD TILE
FF-2 FLOOR TILE - SMOOTH BEDROSIANS 6"x6" DOTTI - ANTHRACITE R9 - MATTE UNDER EQUIPMENT TILE
TI
L
E
S
U
B
S
T
R
A
T
E
WATERPROOFING LATICRETE HYDRO BAN WATERPROOF/
ANTIFRACTURE AS NEEDED
BOND COAT LATICRETE 4-XLT GRAY
EPOXY GROUT LATICRETE IG 2000 IND. EPOXY GROUT #2 KIT
BLACK
CAULKING LATICRETE LATASIL CAULKING
FF-3 CONC. SLAB --LIGHT BROOM FINISH
BASE
BF-1 WALL BASE - COVE BEDROSIANS 4"x8" SMOOTH COVE - ANTHRACITE -
RADIUS: 29/64"
SANITARY COVE & OUTSIDE CORNERS
INSIDE CORNERS TO BE FIELD MITERED
WALL
WF-1 (FRP) FIBERGLASS
REINFORCED PANEL MARLITE S 100G - 4'x10' PANELS COLOR: WHITE; PROVIDE ALL NECESSARY
TRIM PIECES
WF-2 1/2" CDX --COLOR: PT-4
GUARDS
CG CORNER GUARD KES CUSTOM - STAINLESS STEEL 120" LONG W/ 2" WINGS, DRILLED, 90 DEGREE
SHARP CORNER, BRUSHED FINISH
WC WALL CAP KES CUSTOM - STAINLESS STEEL 120" LONG W/ 2" WINGS, DRILLED, 90 DEGREE
SHARP CORNER, BRUSHED FINISH
WG WALL GUARD KES CUSTOM - STAINLESS STEEL 48" WIDE, WRAP FROM SERVICE WINDOW SILL
TO TOP OF COVE BASE, BRUSHED FINISH
CEILING
CLG-1 VINYL FACED ACT USG 3260 - SHEETROCK BRAND LAY-IN
CEILING PANEL FLAT WHITE, SMOOTH
CLG-2 FRP OVER 1/2" CDX MARLITE S 100G - 4'x10' PANELS
COLOR: WHITE; PROVIDE ALL NECESSARY
TRIM PIECES; PROVIDE ADHESIVE AND
PAN HEAD SCREWS AT 24" O.C., E.W.
CLG-3 1/2" CDX --COLOR: PT-4
PAINT
PT-1 BLDG DB LIGHT GRAY SHERWIN-WILLIAMS PRODUCT: A89W00153 COLOR: 8656-12046-BLDG DB LIGHT GRAY
PT-2 BLDG DB DARK GRAY SHERWIN-WILLIAMS PRODUCT: A89T00154 COLOR: 8656-11295-BLDG DB DARK GRAY
PT-3 BLDG DB BLUE SHERWIN-WILLIAMS PRODUCT: A89T00154 COLOR: 8656-12045-BLDG DB BLUE
PT-4 -SHERWIN-WILLIAMS SW-7006 - EXTRA WHITE SEMI-GLOSS FINISH
A
1'
-
6
"
8'
-
1
0
"
2'-6"2'-6"3'-0"
2'
-
1
0
"
6'
-
0
"
8'
-
1
0
"
4'-0"
3'
-
8
"
1'
-
6
"
11'-4"
4'
-
0
"
1'
-
6
"
5'
-
8
"
8'
-
1
0
"
2'-6"2'-6"
3'
-
8
"
1'
-
6
"
8'-2"
7'
-
0
"
B
2'-6"
3'
-
2
"
C
2'-6"
3'
-
2
"
(TEMP.)
3'-8"
WINDOW SCHEDULE
NOTES:
- U-FACTOR - METAL w/ THERMAL BRAKE - FIXED: 0.38
- U-FACTOR - METAL w/ THERMAL BRAKE - OPERABLE: 0.48
- STOREFRONT SYSTEMS SHALL HAVE A CLEAR ANODIZED ALUMINUM FACTORY FINISH
- PROVIDE IMPACT GLASS (HURRICANE GLASS OR SIM.), SEE SPECS.
DOOR SCHEDULE
#
SIZE TYPE
GLASS
MATERIAL
HARDWARE NOTES:
WIDTH HEIGHT DR.FR.DR.FR.
01 3'-6"7'-0"A 1 TEMP.HM HMD GROUP 1 A,B,C,D,E,F
02 2'-8"7'-0"B 2 TEMP.STOREFRONT GROUP 2 A,C,D,E,F
03 3'-0"7'-0"C 2 -HM HMD GROUP 3 B,D,F
04 2'-8"7'-0"D 1 -HM HMD GROUP 4 B
05 3'-0"7'-0"E 2 -HM HMD GROUP 5 B
06 3'-0"3'-0"F MFR -MFR GROUP 6
SEE SHEET
A4.0 FOR
LOCATION
NOTES:
HM: HOLLOW METAL, 16 GA.
HMD: HOLLOW METAL WELDED & DIMPLED
A ENSURE EMERGENCY HARDWARE IS IN WORKING CONDITION.
B DOOR & FRAME SHALL BE PAINT GRADE & PAINTED PT-2
C DOOR TO HAVE SIGN POSTED ABOVE THAT STATES: "THIS DOOR TO REMAIN UNLOCKED
WHILE SPACE IS OCCUPIED."
D CLOSER SHALL BE BOLTED THROUGH DOOR LEAF & ARM MOUNTED USING HEAD-JAMB
MOUNT.
E PROVIDE ACCESSIBILITY COMPLIANT THRESHOLD SET IN SILICONE SEALANT.
F THE MAX PULL/ PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. w/ EFFORT
APPLIED TO RIGHT ANGLES TO HINGED DOORS.
HARDWARE GROUPS:
GROUP 1:
1 EA. HINGE - MARKAR, FM300, 84"
1 EA. LOCKSET - TRILOGY, T2 ETDL2700, WATERPROOF,
US26D
1 EA. PANIC PUSH HARDWARE - VON DUPRIN 99, 626
1 EA. DOOR CLOSER - SARGENT 1431 RUO EN, US26D
1 EA. THRESHOLD - PEMKO 2716A
1 EA. DOOR SHOE - PEMKO 211APK
1 EA. DOOR SEAL - PEMKO AM88BL
1 EA. FLOOR STOP & HOLDER - IVES FS43, US26D,
1 EA. KICK PLATE - HAGER 190S, 40"x30", INTERIOR,
US32D
GROUP 2:
1 EA. HINGE - MARKAR, FM300, 84"
1 EA. LOCKSET - TRILOGY, T2 ETDL2700, WATERPROOF,
US26D
1 EA. PANIC PUSH HARDWARE - VON DUPRIN 99, 626
1 EA. DOOR CLOSER - SARGENT 1431 RUO EN, US26D
1 EA. THRESHOLD - PEMKO 2716A
1 EA. DOOR SHOE - PEMKO 211APK
1 EA. DOOR SEAL - PEMKO AM88BL
1 EA. FLOOR STOP & HOLDER - IVES FS43, US26D
1 EA. KICK PLATE - HAGER 190S, 34"x8", INTERIOR,
US32D
GROUP 3:
3 EA. HINGES - McKINNEY T2714 4.5x4.5 NRP, US26D
1 EA. DOOR CLOSER - SARGENT 1431 RUO EN, US26D
1 EA. DEADBOLT - SCHLAGE B57 INDICATOR, 626
1 EA. PUSH PLATE - IVES, 8200, 6"x16" US26D
1 EA. PULL HANDLE - IVES, 8303, 6"x16", US26D
1 EA. KICK PLATE - HAGER 190S, 34"x12", US32D FINISH
1 EA. FLOOR STOP & HOLDER - IVES FS43, US26D
GROUP 4:
3 EA. HINGES - MCKINNEY T2714 4.5 X 4.5 NRP, US26D
1 EA. LOCKSET - SCHLAGE L9453 ENTRANCE LOCK
SCHLAGE 06 STANDARD HANDLE SATIN FINISH
FULL FACE, ESCUTCHEON L583-363 EZ TURN
1 EA. LATCH GUARD - STAINLESS STEEL, 7"
1 EA. THRESHOLD - PEMKO 175A-72
1 EA. DOOR SHOE - PEMKO 211APK
1 EA. DOOR SEAL - PEMKO AM88BL
1 EA. KICK DOWN - IVES FS555, 5", BLK FINISH
GROUP 5:
3 EA. HINGES - MCKINNEY T2714 4.5 X 4.5 NRP, US26D
1 EA. LOCKSET - SCHLAGE L9453 ENTRANCE LOCK
SCHLAGE 06 STANDARD HANDLE SATIN FINISH
FULL FACE, ESCUTCHLE0N L583-363 EZ TURN
1 EA. DOOR VENT - ROCKWOOD, LV-IY, 24"x12"
1 EA. KICK DOWN - IVES FS555 5" BLK FINISH
GROUP 6:
JL INDUSTRIES - EXTERIOR FLUSH ACCESS PANEL
-XPA-3636H4W-R
36"x36" ACCESS PANEL W/ REMOVABLE FLUSH LOCKING
HANDLE; WHITE; W/ RAINHOOD
NOTE: HAND-ACTIVATED DOOR-OPENING HARDWARE SHALL BE LOCATED 30 MIN. AND 44
MAX. INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE
HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A
SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR
OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO
GRASP THE OPENING HARDWARE.
2'
-
1
0
"
3'
-
7
"
M
A
X
.
A
.
F
.
F
.
3'-6"
6"
3'-0"
7'
-
0
"
7'
-
0
"
3'-0"
7'
-
0
"
10
"
2'-4"
4"4"
PUSH BAR
@ INTERIOR
34
"
-
4
8
"
PE
R
A
D
A
6"
2'-6"
2'-8"
7'
-
0
"
4"
3'-0"
7'
-
0
"
3'-0"
3'
-
0
"
F
1'
-
0
"
A
.
F
.
R
O
O
F
ED
A B C
6"6"2'-0"
1'
-
0
"
1'
-
0
"
DOOR NOTES
DOOR TYPE SCHEDULE
NOTES:
1 REFERENCE DOOR SCHEDULE FOR SIZES AND MATERIALS (TYP.)
2 DOOR HARDWARE, CLOSERS, KICKPLATES, PANIC HARDWARE AND THRESHOLDS
SHALL BE LOCATED AND INSTALLED PER ACCESSIBILITY AND LOCAL REQUIREMENTS.
DOOR FRAME TYPE SCHEDULE
NOTES:
1 REFERENCE DOOR SCHEDULE FOR SIZES AND MATERIALS (TYP.)
2"2"
2"
2"2"
2"
21
1.THIS PLAN IS ISSUED SO THAT THE CONTRACTOR CAN MAINTAIN FULL COMPLIANCE WITH THE
INTERNATIONAL BUILDING CODE FOR WHEELCHAIR MANEUVERABILITY AT DOORS. THIS DETAIL
INDICATES PARTIAL REQUIREMENTS OF THE CODE. IT IS ADVISED THAT THE CONTRACTOR OBTAIN A
COMPLETE COPY OF THESE CODES FOR REFERENCE.
2.THE DIMENSIONS SHOWN ARE CRITICAL FOR COMPLIANCE WITH THE CODES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO INSURE PROPER CLEARANCES FOR WHEELCHAIR
MANEUVERABILITY. IF CONFLICTS OCCUR, BRING TO DESIGNERS ATTENTION IMMEDIATELY.
3.FOR FULL SWING DOORS A MINIMUM 2'-10" WIDE DOOR IS REQUIRED FOR CLEARANCE. FOR 90°
SWING DOORS A MINIMUM 3'-0" WIDE DOOR IS REQUIRED FOR CLEARANCE.
4.IN ORDER TO ACHIEVE THE REQUIRED 12" OR 18" MINIMUM CLEARANCES AT DOOR AND A MINIMUM
PASSAGE WIDTH, THE DOOR FRAME AT HINGE SIDE MAY HAVE TO BE AGAINST THE ADJACENT WALL.
5.THE MAXIMUM EFFORT FOR BOTH INTERIOR AND EXTERIOR DOORS IS 5 LBS. CLOSING SPEED IS 5
SEC MIN. FROM 90° TO 12°.
6.1/2" MAXIMUM HIGH THRESHOLD (ABOVE FLOOR AND LANDING ON BOTH SIDES) AT BUILDING
ENTRANCES AND ALL DOORS.
7.DOOR HARDWARE AT ALL EXIT DOORS TO ALLOW DOORS TO BE OPENED FROM THE INSIDE WITHOUT
KEY, SPECIAL KNOWLEDGE OR EFFORT PER APPROPRIATE CODE.
8.SIGNAGE FOR ONLY MAIN ENTRY DOORS ALLOWED TO HAVE KEY LOCKING DEVICES TO STATE, "THIS
DOOR TO REMAIN UNLOCKED WHEN SPACE IS OCCUPIED", ON A HIGH CONTRAST BACKGROUND.
9.10" HIGH KICK PLATE AT BOTTOM OF GLAZED AND STOREFRONT DOORS.
10.ALL DOORS EQUIPPED WITH SINGLE-EFFORT, NON-GRASPING TYPE HARDWARE BETWEEN 34" MIN.
AND 44" MAX. ABOVE THE FINISHED FLOOR.
11.WIDTH OF DOORS TO BE A MINIMUM OF 36" TO PROVIDE REQUIRED 32" NET CLEARANCE WIDTH
BETWEEN THE FACE OF THE DOOR AND THE JAMB
12.ALL DOORS TO BE KEYED ALIKE; GC TO PROVIDE A TOTAL OF 6 KEYS.
5'
-
8
"
8'
-
1
0
"
2'-6"
3'
-
2
"
DOOR SCHEDULE
MATERIAL
HARDWARE NOTES:
FR.
HMD GROUP 1 A,B,C,D,E,F
HMD GROUP 2 A,B,C,D,E,F
HMD GROUP 3 B,D,F
HMD GROUP 4 B
HMD GROUP 5 B
MFR.GROUP 6
SEE SHEET
A4.0 FOR
LOCATION
ENSURE EMERGENCY HARDWARE IS IN WORKING CONDITION.
DOOR & FRAME SHALL BE PAINT GRADE & PAINTED PT-2
DOOR TO HAVE SIGN POSTED ABOVE THAT STATES: "THIS DOOR TO REMAIN UNLOCKED
CLOSER SHALL BE BOLTED THROUGH DOOR LEAF & ARM MOUNTED USING HEAD-JAMB
PROVIDE ACCESSIBILITY COMPLIANT THRESHOLD SET IN SILICONE SEALANT.
THE MAX PULL/ PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. w/ EFFORT
C D
A B
E
(2) 2x6 STUDS
@ 24" O.C.
1/2" SHEATHING,
COORD.
W/ STRUCTURAL,
BOTH SIDES
SMOOTH
FRP PANEL,
INTERIOR
WEATHER
RESISTIVE
BARRIER
(TYVEK OR SIM.)
EXTERIOR SIDING,
SEE EXTERIOR
ELEVATIONS
BATT
INSULATION,
R-21 MIN.
(2) 2x4 STUDS
@ 24" O.C.
1/2" SHEATHING,
COORD.
W/ STRUCTURAL,
BOTH SIDES
WEATHER
RESISTIVE
BARRIER
(TYVEK OR SIM.)
EXTERIOR SIDING,
SEE EXTERIOR
ELEVATIONS
BATT
INSULATION,
R-21 MIN.
2x4 STUDS
@ 24" O.C.
1/2" SHEATHING,
COORD.
W/ STRUCTURAL
WEATHER
RESISTIVE
BARRIER
(TYVEK OR SIM.)
EXTERIOR SIDING,
SEE EXTERIOR
ELEVATIONS
2x6 STUDS
@16" O.C.
1/2" SHEATHING,
COORD.
W/ STRUCTURAL,
BOTH SIDES
SMOOTH
FRP PANEL,
BOTH SIDES
2x4 STUDS
@16" O.C.
1/2"
SHEATHING,
COORD.
ONE SIDE
SMOOTH
FRP PANEL,
ONE SIDE
F
SMOOTH
FRP PANEL,
PER PLAN
WEATHER
RESISTIVE
BARRIER
(TYVEK OR SIM.)
EXTERIOR
SIDING,
SEE EXTERIOR
ELEVATIONS
1/2" SHEATHING,
COORD.
W/ STRUCTURAL
3
DRIVE-THRU WINDOW DETAIL
QUICKSERV IFSC-40404
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
TYPICAL DOOR PLAN
FOR WHEELCHAIR ACCESS
2
NO T TO SCALE
WALL ASSEMBLY TYPES
BATT INSULATION,
R-21 MIN.
2x6 STUDS
@ 24" O.C.
(2) 2x STUDS @ 24"
O.C., PER PLAN
3'-8 1/2"1 3/4"1 3/4"
4'
-
0
"
4'-0"
2
1
/
2
"
3'
-
5
"
4'
-
0
"
4 1/2"
4'-0"
3'-8 1/2"1 3/4"1 3/4"
4
1
/
2
"
QUIK-SERV - IFSC-4040
(LEFT & RIGHT - MANUAL OPEN; SELF-CLOSING)
NOTES:
-ROUGH OPENING:48-3/8"(W) x 48-3/8"(H)
-ACTUAL DIMENSIONS:48"(W) x 48"(H)
-SERVICE OPENING:20-1/4"(W) x 41"(H)
2'-8" MIN. CLEAR
FOR 90° SWING DOOR
MIN. 3'-0" DOOR
FOR 90° SWING DOOR
18" MIN. CLR.
PULL SIDE
12" MIN. CLR.
PUSH SIDE
4'-8" MIN CLR. FOR DOOR ON PULL SIDE
4'-2" MIN CLR. FOR DOOR ON PUSH SIDE
2'-10" MIN. DOOR
FOR FULL SWING DOOR
SEE PLAN
FOR WALL
LOCATION
FLOOR PLAN/ DETAILS/
SCHEDULES
A2.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SCALE: 1/4" = 1'-0"
FLOOR PLAN1N
0'4'2'6'
PARTITION KEY
NEW FULL HEIGHT INTERIOR PARTITION
NEW EXTERIOR WALL CONSTRUCTION
NEW PRE-FAB WALK-IN COOLER
GENERAL NOTES:
1.ALL DIMENSIONS TO FACE OF STUD UNLESS OTHERWISE NOTED.
2.G.C. TO VERIFY ALL DIMENSIONS IN THE FIELD BEFORE COMMENCING
CONSTRUCTION.
3.ALL INTERIOR FINISHES SHALL COMPLY WITH SECTION 803. INTERIOR
FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE
TESTED AS SPECIFIED IN SECTION 803.
FLAME SPREAD RATINGS:
WALL TILE - CLASS A - <25
WALL PAINT - CLASS A - <5
PLASTIC LAMINATE - CLASS A - <25
FRP PANELS - CLASS A - <25
STAINLESS STEEL CORNER GUARDS - CLASS A - <25
CEILING TILE - CLASS A - <25
4.FIRE BLOCKING MUST BE PROVED IN ACCORDANCE WITH SECTION
718.2 AT THE FOLLOWING LOCATIONS:
a.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS.
b.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE
LENGTH OF THE WALL.
c.AT THE INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP
CEILINGS AND COVE CEILINGS.
d.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP
AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN
LINE WITH THE RUN OF STAIRS IF THE WALL UNDER STAIRS IS
UNFINISHED.
e.IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS,
FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE
FOR FIRE AT CEILINGS AND FLOOR LEVELS, WITH
NONCOMBUSTIBLE MATERIALS.
FF-1
FF-1
FF-1
FF-1
FF-1
8'-0"
11'-0"4'-0"3'-0"
5'-0"
2'
-
8
"
3'
-
7
"
2'
-
8
"
5'-6"
1'
-
1
1
"
2'-0"2'-7"6'-5"
1'
-
0
"
2'
-
0
"
FF-2
FF-1 FF-2
FF-2 FF-2
FF-2
FF-2
1 1
11
1
1
1
2
FLOOR TILE PLAN NOTES:
1 FLOOR SINK, TYP.
2 FLOOR DRAIN
FF-2
FF-1 FF-2
FF-3
8'-6"
BF-1
7'
-
0
"
2'
-
0
"
3'-5 1/2"2'-0"2'-0"
FF-2
FINISH SCHEDULE
TAG FIN. DESCRIPTION MFR.MODEL REMARKS
FLOOR
FF-1 FLOOR TILE - TEXTURED BEDROSIANS 6"x6" DOTTI DIAMOND - ANTHRACITE
R12 - MATTE PRODUCTION AREA FIELD TILE
FF-2 FLOOR TILE - SMOOTH BEDROSIANS 6"x6" DOTTI - ANTHRACITE R9 - MATTE UNDER EQUIPMENT TILE
TI
L
E
S
U
B
S
T
R
A
T
E
WATERPROOFING LATICRETE HYDRO BAN WATERPROOF/
ANTIFRACTURE AS NEEDED
BOND COAT LATICRETE 4-XLT GRAY
EPOXY GROUT LATICRETE IG 2000 IND. EPOXY GROUT #2 KIT
BLACK
CAULKING LATICRETE LATASIL CAULKING
FF-3 CONC. SLAB --LIGHT BROOM FINISH
BASE
BF-1 WALL BASE - COVE BEDROSIANS 4"x8" SMOOTH COVE - ANTHRACITE -
RADIUS: 29/64"
SANITARY COVE & OUTSIDE CORNERS
INSIDE CORNERS TO BE FIELD MITERED
CAULKING -
LATICRETE - LATISIL
FRP FINISH EDGE
FLOOR TILE, PER PLAN
WATERPROOFING:
LATICRETE -
HYDRO BAN; AS-NEEDED
BOND COAT:
LATICRETE - 4-XLT GRAY
EPOXY GROUT:
LATICRETE - IG 2000 IND.
#2 KIT BLACK
CONCRETE SLAB
PER STRUCTURAL
EXPANSION
JOINT
COVE BASE TILE
TILE FLOOR SYSTEM @ BASE2
SCALE: 3" = 1'-0"
WALL, PER PLAN
CAULKING,
LATICRETE - LATISIL
FRP FINISH EDGE
WATERPROOFING:
LATICRETE -
HYDRO BAN; AS-NEEDED
BOND COAT:
LATICRETE - 4-XLT GRAY
COVE BASE TILE
WALL, PER PLAN
FLOOR TILE,
PER PLAN
TILE FLOOR SYSTEM @ BASE - INT. WALL3
SCALE: 3" = 1'-0"
4"
T
I
L
E
B
A
S
E
CONCRETE SLAB
PER STRUCTURAL
EPOXY GROUT:
LATICRETE - IG 2000 IND.
#2 KIT BLACK
6"
C
U
R
B
4"
T
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E
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FLOOR TILE PLAN
A2.1
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SCALE: 1/4" = 1'-0"
FLOOR TILE PLAN1N
0'4'2'6'
EX
I
T
CLG-1
EQ13
EQ13
EQ13
EQ13
6
1
/
2
"
6
1
/
2
"
CLG-2
EQ
2
3
A
8'-0" (AWNING)
24'-0" (AWNING)
14
'
-
0
"
(
A
W
N
I
N
G
)
6'
-
0
"
(
A
W
N
I
N
G
)
12'-0"12'-0"
L6
6 1/2"
6 1/2"
6
1
/
2
"
6
1
/
2
"
CLG. GRID
@ 10'-0" A.F.F.
CLG. @
8'-0" A.F.F.
EQ13EQ13
EQ13EQ13
EQ
2
3
EQ24
EQ13
EQ24
L3
4'-0" (AWNING)
4'
-
0
"
(
A
W
N
I
N
G
)
4'-0" (AWNING)
4'
-
0
"
(
A
W
N
I
N
G
)
4
A7.0
5
A7.0
1
A7.0
2
A7.0
3
A7.0
IT-1
EQ29
ABV.
EQ13
L7
TYP.
CLG-3
CLG. @
10'-0" A.F.F.CLG. @
10'-0" A.F.F.
CLG-2
1'-10 1/2"
L7
L7
L7
28'-0" CANOPY
12
'
-
0
"
C
A
N
O
P
Y
1'-6"
L4
L3
12'-0"± - L5 FIXTURE
AT PARAPET 2
20
'
-
0
"
±
-
L
5
F
I
X
T
U
R
E
AT
P
A
R
A
P
E
T
2
28'-0"± - L5 FIXTURE
AT PARAPET 2
32'-0"± - L5 FIXTURE
AT PARAPET 2
15
'
-
6
"
±
-
L
5
F
I
X
T
U
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E
AT
P
A
R
A
P
E
T
2
7'-0"± - L5 FIXTURE
AT PARAPET 2 1/2" CLEARANCE
FROM FINISH
OPEN
(COOLER BELOW)
DIRECTION OF SOFFIT
BOARD MATERIAL
L9
TYP.
5
SOFFIT MATERIAL,
COORD. W/ SHEET A6.0
5'-0"6'-0"6'-0"6'-0"5'-0"
3'
-
6
"
3'
-
6
"
CL CL CL CL
CL
CL
L9
TYP.
L9
TYP.
EQ32 EX
I
T
L6
3
A3.0
3
A3.0
8
A3.0 8
A3.0SIM.
WALK-IN
COOLER FIXTURES;
COORD. W/ ELEC.
L4 L4
L8
L8
DOWNROD,
VERIFY MOUNTING
REQMT'S FOR EACH,
PER MANUFACTURER.
UNISTRUT P5000HS,
SPACING VARIES; LOCATE
(1) UNISTRUT BELOW EACH
POINT LOAD LOCATION
FROM DOWNROD.
DOWNROD,
VERIFY MOUNTING
REQMT'S FOR EACH,
PER MANUFACTURER.
DECKING,
PER PLAN.DECKING,
PER PLAN.
TRUSS,
PER PLAN.
TRUSS,
PER PLAN.
SCALE: 1/2" = 1'-0"
TYP. HANGING SHELF DETAIL6
SCALE: 1/2" = 1'-0"
TYP. HANGING SHELF BRACING DETAIL7
SUSP. CEILING
+10'-0" A.F.F.
UNISTRUT P5000T,
PAINTED BLACK TO
MATCH SHELVING,
BELOW SUSPENDED CEILING,
CONNECT HUNG SHELVING LEGS
W/ 3/8" THREADED RODS,
CHANNEL SPRING NUTS AND
SQ. WASHERS
HUNG SHELVING, PER PLAN,
COORD. FINAL HEIGHT
AND SPACING IN THE FIELD.
CORNER
CONDITION
SIDE-BY-SIDE
CONDITION
BOT. OF SHELVING
5'-4"± A.F.F.
COORD. W/ EQUIP. BLW
BOT. OF SHELF, (V.I.F.)
6'-10"± A.F.F.
PROVIDE 3/8" WASHER AND
NUTS AT BOT. OF SHELF.
PROVIDE BLACK RUBBER CAPS
STORAGE WEIGHT PER ASCE TABLE 4-1,
DINING ROOMS & RESTAURANT = 100 PSF
BOT. OF SHELF, (V.I.F.)
8'-4"± A.F.F.
(BOT. SHELF OVER TALL EQUIP.)
PROVIDE U-LINE PART: H-1205
W/ LOCKING NUT OR DBL. NUT
AND BLACK RUBBER CAPS
PROVIDE MIN. 2 ANGLE BRACKET
PER SHELVING, (FOR STABILITY ONLY) ;
COORD. HEIGHT & LOCATION
IN THE FIELD.
VARIES VARIES
TRUSSES
SUSPENDED CEILING,
PER PLAN
WALK-IN COOLER PANELS,
PER PLAN
SCALE: 1/2" = 1'-0"
WALK-IN COOLER HEADER DETAIL3
SUSPENDED CEILING
+10'-0" A.F.F.
FIBER REINFORCED PANELS (FRP) & TRIM,
OVR. SHEATHING & FRAMING, PER PLAN
EXTEND OF SHEATHING
ABV. WALK-IN COOLER
±11'-0" A.F.F.
DBL. TOP PLATE
+12'-10-1/2" A.F.F.
P1458 FITTING EACH
SIDE OF UNISTRUT
W/ 1
2" THRU BOLT,
WASHER & HEX NUTS
-TYP.
ALIGN
SCALE: 1 1/2" = 1'-0"
HARD LID CEILING @ RESTROOM8
N. T. S.
TYP. FIXTURE HANGER WIRES9
NOTE:
LIGHT FIXTURES OR
DIFFUSERS IN EXCESS OF
56 LBS. REQUIRE (4)-12
GA. HANGERS
LIGHT FIXTURE:
w/ (2)-12 GA. HANGER WIRES AT
ALTERNATE CORNERS TO
STRUCTURES ABOVE
AIR-DIFFUSER w/ (2)-12 GA.
HANGER WIRES AT
ALTERNATE CORNERS TO
STRUCTURE ABOVE
FIN. CEILING, PER PLAN
5/8" PLYWOOD DECKING
ATOP CEILING ASSEMBLY
FOR STORAGE
CONTINUOUS SEALANT
BEAD @ PERIMETER EDGE
CONTINUOUS SEALANT
BEAD @ ALL SEAMS
BATT INSULATION,
PER ENERGY CODE
2x EXTERIOR WALL,
PER PLAN
EXTERIOR PLYWOOD
SHEATHING, PER PLAN
2x8 BLOCKING
2x8 WOOD LEDGER
SCALE: 3" = 1'-0"
SUSPENDED ACOUSTICAL PANEL
CEILING-TYP.2
SCALE: 3" = 1'-0"
TYP. SPLAY WIRE BRACING4
SCALE: 3" = 1'-0"
TYP. GRID BRACING5
A
HEAVY DUTY T-BAR GRID SYSTEM
3/4" MIN.
2" MIN.
8" MAX.
6
1
PERIMETER SUPPORT.
DO NOT ATTACH
RUNNER TO CLOSURE
WALL ANGLE, TYP.
SEISMIC CLIP ATTACHED
TO END WALL(S)
12 GA. PERIMETER
SUPPORT WIRE
+/- 10 DEGREES MAX.
SPACE BAR OR OTHER
COMPONENT TO
KEEP PERIMETER
COMPONENTS FROM
SPREADING OUT
CODE COMPLIANCE:
SEISMIC USE GROUP:
SEISMIC DESIGN CATEGORY:
INTERSECTION TEST STRENGTH:
2018 IBC 808 & 1613, ASCE 7-16, ASTM C635,
ASTM C636, ASTM E 580/ E 580M & CISCA
III
D - ADDITIONAL PROVISIONS ASTM E580
100 LBS. TENSION w/ 5' OFFSET
60 LBS. COMPRESSION
·INSTALL PER ASTM C635 & ASTM C636
·CEILING TO BE INSTALLED BY CISCA RECOMMENDATIONS
FOR CATEGORY "D"
·GRID MUST NOT BE ATTACHED TO WALL MOLDING
·ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED
TOGETHER TO PREVENT THEIR SPREADING
·MINIMUM 3/4" CLEARANCE ON ALL SIDES
·SAFETY WIRES REQUIRED ON LIGHT FIXTURES
48" O.C.E.W.
(2) 12 GA. COUNTERSLOPING
WIRES AT 45 DEGREES MIN.
TO HORIZONTAL,
IN LIEU OF SINGLE
VERTICAL SUPPORT WIRE
COMPRESSION STRUTS W/ (4) 12 GA. WIRES,
ATTACHED WITHIN 2" OF STRUTS AND TO STRUCTURE ABOVE;
SPLAY WIRES ARRAYED 90 DEGREES TO EACH OTHER
AND 45 DEGREES FROM HORIZONTAL
6'-0" FROM PERIMETER 12'-0" O.C.E.W
COMPRESSION STRUT
W/ (4) 12 GA. WIRES,
SECURELY ATTACHED TO GRID
AND STRUCTURE ABOVE
2"
CROSS
TEE
MAIN BEAM
#12 HANGER
WIRE
SEISMIC CLIP,
PER MFR.,
AT FIXED SIDE
MINIMUM WALL
MOULDING
45 °
O
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S
4
5
°
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4
5
°
O
R
LESS
45
°
O
R
LE
S
S
A3.0
REFLECTED CEILING
PLAN/ CEILING DETAILS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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DB
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ISSUED FOR PERMIT:
08.31.2023
REFLECTED CEILING PLAN
GENERAL NOTES:
1.REFER TO ELECTRICAL LIGHTING PLAN FOR FIXTURE
SPECIFICATIONS.
2.CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT.
NOTE:
PER IBC 1011.6.2 THE FACE OF AN EXIT SIGN ILLUMINATED FROM
AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS
THAN 5 FOOTCANDLES (54 LUX).
PER IBC 1011.6.3 EXIT SIGNS SHALL BE ILLUMINATED AT ALL
TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION
OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER
LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO
AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE
BATTERIES... THE INSTALLATION OF THE EMERGENCY POWER
SYSTEM SHALL BE IN ACCORDANCE WITH CBC CHAPTER 27.
NOTE: ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT
AND WORKMANLIKE MANNER.
SCALE: 1/4" = 1'-0"
1N
0'4'2'6'
SIDING SYSTEM,
SEE WALL TYPE
METAL FLASHING AND
CONT. SEALANT - TYP.
2x P.T. BLOCKING, AS REQUIRED
BY AWNING MANUF., WRAPPED
IN SELF-SEALING MEMBRANE
ROD & CLEVIS
BY AWNING MANUFAC.
SIDING SYSTEM,
SEE WALL TYPE
PREFAB AWNING
METAL FLASHING AND CONT.
BACKER ROD & SEALANT - TYP.
WEATHER RESISTIVE BARRIER
(TYVEK OR EQ.)
6x BLOCKING,
PER STRUCT.
2x P.T. BLOCKING, AS REQUIRED
BY AWNING MANUF., WRAPPED
IN SELF-SEALING MEMBRANE
6x BLOCKING,
PER STRUCT.
EXTERIOR SHEATHING,
PER STRUCTURAL
CANOPY FRAMING,
PER STRUCTURAL
T.O. FRAMED CANOPY
12'-3"± A.F.F
B.O. FIN. CANOPY
10'-6" A.F.F
SINGLE-PLY ROOFING
HEWN ELEMENTS
SIDING, PER PLAN
"C" CHANNEL TRIM,
PER MFR. SPECIFICATIONS
WRB (TYVEK OR EQUAL)
INSIDE CLOSURE, TYP.
(SEALED & SECURED w/ SEALANT)
15 LB.
FELT PAPER
VERTICAL RIBBED
METAL SIDING, PER PLAN
SCALE: 1 1/2" = 1'-0"
CANOPY FASCIA / SOFFIT DETAIL 16
SCALE: 1 1/2" = 1'-0"
CANOPY COLUMN LIGHT FIXTURE9
SCALE: 1 1/2" = 1'-0"
AWNING BLOCKING DETAIL2
SCALE: 1 1/2" = 1'-0"
CANOPY FASCIA / SOFFIT DETAIL 27
SCALE: 1 1/2" = 1'-0"
CANOPY SOFFIT LIGHT FIXTURE10
SCALE: 1 1/2" = 1'-0"
CANOPY LEDGER DETAIL8
SINGLE-PLY ROOFING
OVER PARAPET FRAMING
IN CONT. BED SEALANT
FRAMED CANOPY
METAL FASCIA
2x DOUBLE FASCIA,
PER STRUCTURAL
FLASHING TAPE
EXTERIOR SHEATHING,
PER STRUCTURAL
WEATHER BARRIER
(TYVEK OR EQUAL)
B.O. AWNING
10'-6" A.F.F
T.O. CANOPY
PARAPET
12'-3"± A.F.F
FRAMED CANOPY METAL FASCIA TERMINATION
FLASHING, PER MFR. SPECIFICATIONS;
FLASHING TO CONCEAL SOFFIT MATERIAL T&G EDGE
2x CANOPY
PARAPET FRAMING
24 GA. PRE-FINISHED
METAL COPING CAP W/
MFR. FASTENERS, TYP.
15 LB.
FELT PAPER
HEWN ELEMENTS
SIDING, PER PLAN
B.O. FIN. CANOPY
10'-6" A.F.F
T.O. CANOPY
PARAPET
12'-3"± A.F.F
15 LB.
FELT PAPER
HEWN ELEMENTS
SIDING, PER PLAN
FRAMED CANOPY METAL
FASCIA TERMINATION
FLASHING, PER MFR.
SPECIFICATIONS;
FLASHING TO CONCEAL
SOFFIT MATERIAL T&G EDGE
CONTINUOUS 24 GA.
PRE-FINISHED METAL COPING CAP
W/ DRIVE-LOCK JOINTS AND SEALANT
CANT STRIP
LAP & SEAL SINGLE-PLY ROOFING
MEMBRANE OVER SEAM PLATE
1/4" DENSDECK OVER RIGID
INSULATION OVER ROOF
SHEATHING, PER STRUCTURAL
SINGLE-PLY ROOFING
OVER PARAPET FRAMING
IN CONT. BED SEALANT
FRAMED CANOPY
METAL FASCIA
2x RIM JOIST,
PER STRUCTURAL
EXTERIOR SHEATHING,
PER STRUCTURAL
WEATHER BARRIER
(TYVEK OR EQUAL)
2x CANOPY
PARAPET FRAMING
BEAM,
PER STRUCTURAL
2x BLOCKING,
PER STRUCTURAL
CANOPY SOFFIT FINISH MATERIAL,
PER PLAN
L9 LIGHT FIXTURE AT
CANOPY SOFFIT,
PER PLAN
CONDUIT
MFR. JUNCTION
BOX W/ SUPPORTS
TO STRUCTURE
STRUCTURE,
PER PLAN
CANOPY ROOF DRAIN INSIDE
COLUMN, CONNECT TO STORM
SYSTEM UNDER SLAB
CANOPY COLUMN,
PER PLAN
JUNCTION BOX
IN COLUMN
L4 LIGHT FIXTURE,
B.O. FIXTURE AT 8'-0" A.F.F.
CONDUIT IN COLUMN
CONT. SEALANT AT
TOP AND SIDES OF
FIXTURE
1/4" CLEAR
CANOPY FRAMING,
PER STRUCTURAL
HANGER,
PER STRUCTURAL
HANGER,
PER STRUCTURAL
CANOPY LEDGER,
PER STRUCTURAL
4"
ALT. WALL TRIM
SINGLE-PLY ROOFING
CANT STRIP
LAP & SEAL SINGLE-PLY ROOFING
MEMBRANE OVER SEAM PLATE
1/4" DENSDECK
OVER RIGID INSULATION
OVER ROOF SHEATHING,
PER STRUCTURAL
4"
TERMINATION BAR & GASKETED FASTENER
AT 6" O.C. MAX
LAP WRB OVER FLASHING
DRIP FLASHING
VERTICAL RIBBED METAL SIDING, PER PLAN
1/4" DENSDECK
OVER RIGID INSULATION
OVER ROOF SHEATHING,
PER STRUCTURAL
CANT STRIP
LAP & SEAL SINGLE-PLY
ROOFING MEMBRANE
OVER SEAM PLATE
CONT. CLEAT, EACH SIDE
CONT. CLEAT, EACH SIDE
SIDEWALK
PER PLAN
BUILDING ROOF DRAIN,
SIZE AND LOCATION,
PER PLAN
ASPHALT,
PER CIVIL
BUILDING EXTERIOR WALL,
PER PLAN
SIDEWALK
PER PLAN
3"x2" SMOOTH RECTANGULAR
DOWNSPOUT, LOCATION PER PLAN,
PROVIDE ALL ADAPTOR AS NECESSARY.
PROVIDE VERTICAL CLEANOUT 18" A.F.F.
ASPHALT,
PER CIVIL
BUILDING EXTERIOR WALL,
PER PLAN
1'
-
6
"
SCALE: 1/2" = 1'-0"
DOWNSPOUT DISCHARGE DETAILS, TYP.5
CONNECT BUILDING ROOF DRAIN
TO STORM SYSTEM, COORD. w/ CIVIL;
PROVIDE CLEANOUT
CONNECT DOWNSPOUTS
TO STORM SYSTEM,
COORD. w/ CIVIL
PROVIDE CONT. SEALANT BEAD
TO MATCH CMU
B.O. CANOPY
+10'-6" A.F.F.
PRE-FINISHED
METAL FLASHING
CLEVIS PLATE,
PER MFR.
PRE-FINISHED
METAL FLASHING
LAG BOLT,
PER STRUCTURAL
PRE-FINISHED
METAL FLASHING
RAIN GUTTER, WHERE OCCURS OVER
ENTRY WALKS; SLOPE TO DOWNSPOUT;
REFERENCE PLANS FOR DOWNSPOUT LOCATIONS.
CLEVIS PLATE,
PER MFR.
ALUMINUM SHEET
DECK, PER MFR.
AWNING LIGHT FIXTURE,
PER PLAN, ANGLED
TO WASH BLDG.
SCALE: 1" = 1'-0"
AWNING DETAIL1
ALUMINUM "C" CHANNEL,
PRIME & PAINT FINISH,
PER MFR.
AWNING ROD,
PER MFR.
SLOPE 1
4" PER 1'-0"
FRAMED CANOPY
BLOCKING,
PER STRUCT.
FRAMED CANOPY
ROOF DRAIN, PER PLAN,
TO DOWNSPOUT
SOFFIT MATERIAL,
PER PLAN
FRAME CANOPY
ROOF OVERFLOW DRAIN,
TO DOWNSPOUT; OVERFLOW
DOWNSPOUT TO TERMINATE
1" PROUD OF SOFFIT MATERIAL
SINGLE-PLY
ROOFING MATERIAL
OVER 1/4" DENSDECK
OVER RIGID INSULATION,
FOR SLOPE
SCALE: 1" = 1'-0"
CANOPY DRAIN & OVERFLOW DETAIL11
FRAMED CANOPY
CMU COLUMNS,
PER STRUCT.
CANOPY DOWNSPOUT
4'-0" TYP.
PER MFR.
1"
2"
O
V
E
R
F
L
O
W
PAINT EXPOSED DOWNSPOUT PIPE
PT-2 (DB BLDG DARK GRAY)
NOTE: ROOF CONTRACTOR TO
WATERTEST CONCEALED ROOF
& OVERFLOW DRAINS
2
A3.1
2
A3.1
SCALE: 3" = 1'-0"
AWNING DOWNSPOUT DETAILS3
AWNING PERIMETER
AWNING
PERIMETER
C-CHANNEL,
PER AWNING MFR.
ALUMINUM RECTANGULAR
TUBE, PER AWNING MFR.
2" DIA. x 3" LONG,
DOWNSPOUT STUB-OUT
PIPE, PER AWNING MFR.
ALUMINUM CHANNEL,
"GUTTER", PER MFR.
ALUMINUM RECTANGULAR
TUBE, PER AWNING MFR.
2" DIA. x 3" LONG,
DOWNSPOUT STUB-OUT
PIPE, PER MFR.
AWNING DECK MATERIAL,
PER MFR.
ALUMINUM C-CHANNEL,
PER AWNING MFR.
CL
CL
SECTION PLAN
3"x2" SMOOTH RECTANGULAR
DOWNSPOUT, LOCATION PER PLAN,
PROVIDE ADAPTOR AS NECESSARY.
GC TO PROVIDE COLLECTOR BOX
AT DBL. AWNING AT RUNNER WALK
3"x2" SMOOTH
RECTANGULAR DOWNSPOUT,
LOCATION PER PLAN,
PROVIDE ADAPTOR
AS NECESSARY.
BUILDING
BUILDING
SECTION
5
1
/
2
"
VE
R
I
F
Y
W
/
M
F
R
.
3 1/2"
VERIFY W/ MFR.
6"
VE
R
I
F
Y
W
/
M
F
R
.
6"
VE
R
I
F
Y
W
/
M
F
R
.
AWNING & DECK,
PER AWNING MFR.
ALUMINUM C-CHANNEL,
PER MFR.
FACE OF
SIDING MATERIAL
1/2" CLEAR
FINISH,
PER PLAN
PROVIDE FLASHING,
DEPTH OF AWNING
SCALE: 3" = 1'-0"
AWNING FLASHING
AT TOWER DETAIL4
SCALE: 1" = 1'-0"
CANOPY DRAIN DISCHARGE12
CONNECT CANOPY DRAIN
TO STORM SYSTEM,
COORD. W/ CIVIL;
PROVIDE CLEANOUT
SITE SLAB
FRAMED CANOPY
CMU COLUMNS,
PER STRUCT.
CANOPY DOWNSPOUT
CANOPY COLUMN FOUNDATION,
PER STRUCTURAL
AWNING/ CANOPY
DETAILS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
A3.1
P-14
ROOF MOUNTED
HVAC EQUIP.;
COORD. W/
MECH.
BUILDING
PARAPET 2
14"
PER 1'-0"
14"
PER 1'-0"
CRICKET
14"
PE
R
1
'
-
0
"
EQ8A
COORD. W/ MECH;
(2ND UNIT IN CLIMATE
ZONES 1-4)
EQ15A
COORD. W/ MECH;
INSTALLED ON
SLEEPERS.
METAL
AWNING
BELOW
METAL
AWNING
BELOW
SLOPED RIGID
INSULATION VALLEY
BUILDING
PARAPET 1
BUILDING
PARAPET 2
14"
PE
R
1
'
-
0
"
6
A8.0
6
A8.0
8
A8.0
1
A3.1
3
A4.0
4
A4.0
7
A8.0
5
A4.0
5
A4.0
14"
PE
R
1
'
-
0
"
BUILDING
PARAPET 3
14"
PE
R
1
'
-
0
"
8
A8.0
8
A8.0
2
A3.1
8
A3.1
2
A3.1
1
A3.1
3
A4.0
CRICKET
CRICKET
EQ31
14"
PE
R
1
'
-
0
"
14"
PE
R
1
'
-
0
"
CANOPY ROOF OVERFLOW,
DAYLIGHT 1" PROUD
OF SOFFIT MATERIAL
CANOPY ROOF OVERFLOW,
DAYLIGHT 1" PROUD
OF SOFFIT MATERIAL
RIDGE
CRICKET CRICKET
P-14
3'-4"x3'-4" R.O.
SILL @ 12" A.F. ROOF
1'-0"
ROOFING MATERIAL :
DURO-LAST INC.
DURO-LAST - 50 MIL - WHITE
06
AWNING DRAIN TO DOWNSPOUTS;
CONNECT TO STORM SEWER
OR DAYLIGHT TO FACE OF CURB AT DRIVE AISLE
W/ TRENCH DRAIN
AWNING DRAIN TO DOWNSPOUTS;
CONNECT TO STORM SEWER
OR DAYLIGHT TO FACE OF CURB
OR DAYLIGHT TO LANDSCAPE
W/ TRENCH DRAIN
AWNING DRAIN TO DOWNSPOUTS;
CONNECT TO STORM SEWER
OR DAYLIGHT TO FACE OF CURB
OR DAYLIGHT TO LANDSCAPE
W/ TRENCH DRAIN
CANOPY ROOF DRAIN TO DOWNSPOUTS;
CONNECT TO STORM SEWER
OR DAYLIGHT TO FACE OF CURB
OR DAYLIGHT TO LANDSCAPE
W/ TRENCH DRAIN
CANOPY ROOF DRAIN TO DOWNSPOUTS;
CONNECT TO STORM SEWER
OR DAYLIGHT TO FACE OF CURB
OR DAYLIGHT TO LANDSCAPE
W/ TRENCH DRAIN
PARAPET 3 ROOF DRAIN
W/ OVERFLOW;
DRAIN AND DAYLIGHT ONTO
PARAPET 2 ROOF.
DAYLIGHT OVERFLOW
18" ABOVE GRADE.
ROOF MOUNTED
HVAC EQUIP.;
COORD. W/
MECH.
6
A3.1
7
A3.1
10
A4.0
P-14 P-14
8
A8.0
14"
PE
R
1
'
-
0
"
METAL AWNING,
BY OTHERS, BELOW
AWNING DRAIN TO DOWNSPOUTS;
CONNECT TO STORM SEWER
OR DAYLIGHT TO FACE OF
CURB AT DRIVE AISLE
1
/
4
"
PE
R
1
'
-
0
"
1/4"
PER 1'-0"
PARAPET 2 ROOF DRAIN W/ OVERFLOW;
CONNECT PARAPET 2 ROOF DRAIN TO
STORM SEWER OR DAYLIGHT THROUGH
FACE OF CURB AT DRIVE AISLE
W/ TRENCH DRAIN
DAYLIGHT OVERFLOW 18" ABOVE GRADE.
PARAPET 1 ROOF DRAIN W/ OVERFLOW;
CONNECT TO PARAPET 2 DRAIN.
DAYLIGHT OVERFLOW 18" ABOVE GRADE.
NOTE :
ROOF PARAPET IS GREATER THAN
42" ABOVE ROOF LEVEL; NO FALL
PROTECTION REQUIRED.
MECHANICAL EQUIPMENT IS
SCREENED BY PARAPET.
P-14
SINGLE-PLY ROOFING
MEMBRANE
CUSTOM-FABRICATED
CURB FLASHING
SINGLE-PLY APPROVED
PLATES/ FASTENERS
VAPOR BARRIER
1 1/4" ROOFING NAILS,
SPACED 6" O.C.
RECTANGULAR
PENETRATION
FIELD WELD,
MIN. 1 1/2" WIDE.
RIGID INSULATION, PER PLAN
DECK,
PER STRUCTURAL
MECHANICAL LINES
FIELD WELD,
MIN. 1 1/2" WIDE.
VINYL-COATED METAL
PITCH PAN
W/ SINGLE-PLY
MEMBRANE SKIRT
DECK,
PER STRUCTURAL
SINGLE-PLY ROOFING
MEMBRANE CURB FLASHING
SINGLE-PLY ROOFING
MEMBRANE APPROVED
CORROSION RESISTANT
PLATES/ FASTENERS
VAPOR BARRIER
ROOF HATCH,
PER PLAN
FIELD WELD,
MIN. 1 1/2" WIDE.
RIGID INSULATION,
PER PLAN
ENSURE APPROVED SINGLE-PLY SEALANT
IS LEVEL W/ TOP OF CURB AND COVER W/
APPROVED SINGLE-PLY CAULK, SLOPE TO
OUTSIDE OF PITCH PAN.
1/4" DENSDECK
ROOF BOARD
1/4" DENSDECK
ROOF BOARD
DECK, PER STRUCTURAL
ROOF ACCESS HATCH4
PARAPET DETAIL9
SCALE: 3" = 1'-0"
TYPICAL COMBINATION ROOF DRAIN W/ OVERFLOW DETAIL2
CURB DETAIL3
MECHANICAL LINES PENETRATION6SINGLE-PLY SYSTEM ASSEMBLY8
FIELD WELD,
MIN. 1 1/2" WIDE.
DURO-LAST
TWO-WAY
AIR VENT
DURO-LAST
MEMBRANE
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
TWO-WAY AIR VENT7
SCALE: 3" = 1'-0"
INTERMEDIATE SEAM PLATE,
LOCATE PER MFR'S.
INSTRUCTIONS
WRAP SINGLE-PLY ROOFING
OVER PARAPET CAP IN
CONTINUOUS BED SEALANT
SINGLE-PLY ROOF
MEMBRANE; FASTENED PER
MFR. RECOMMENDATIONS
LED LINEAR LIGHT
ALONG PERIMETER
OF PARAPET
EXTERIOR SHEATHING, PER
STRUCTURAL
2X WOOD FRAMING, PER
STRUCTURAL
2x4 @ EA STUD @ 48" O.C.
VERTICALLY, TYP.
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
SIDING SYSTEM,
SEE WALL TYPE
PARAPET CAP DETAIL - DOUBLE WALL10
SCALE: 3" = 1'-0"
SINGLE-PLY ROOFING
MEMBRANE, PER PLAN
MECHANICAL UNIT, PER PLAN;
ATTACH MECH. UNIT TO UNISTRUT,
TO HEF-T-FOOT (FLEXI-FOOT),
PROVIDE ALL NECESSARY HARDWARE.
SIDING SYSTEM,
SEE WALL TYPE
SINGLE-PLY ROOF MEMBRANE;
FASTENED PER MFR. RECOMMENDATIONS
4" MIN. LAP OVER SEAM PLATE.
FASTENER @ 12" O.C.
LAP & SEAL SINGLE-PLY ROOFING
MEMBRANE OVER SEAM PLATE
4" CANT STRIP
1/4" DENSDECK
ROOF BOARD
MECHANICAL UNIT SLEEPER (FLEXI-FOOT)5
SCALE: 3" = 1'-0"
INSULATION, PER PLAN
DECK, PER STRUCTURALVAPOR BARRIER
1/4" DENSDECK
ROOF BOARD
4" MIN. LAP OVER SEAM PLATE
FILLER (MINIMAL
EXPANDING SPRAY
FOAM OR SIMILAR)
RIGID INSULATION, PER PLAN
VAPOR BARRIER
SINGLE-PLY ROOFING
MEMBRANE PAD
SINGLE PLY ROOFING MEMBRANE,
OVER DENSDECK BOARD,
OVER 2 LAYERS OF INSULATION,
OVER SHEATHING, PER PLAN
ROOF DRAIN
W/ OVERFLOW,
PER PLAN,
IN SUMP
FILLER,
(MIN. EXPANDING FOAM
OR SIMILAR)
MAIN ROOF DRAIN PIPE
TO STORM SYSTEM,
OR TRENCH DRAIN,
PER PLAN
OVERFLOW ROOF DRAIN,
PIPE TO LAMB'S TONGUE, 18" A.F.F.;
REFERENCE SHEET A6.0
FOR LOCATIONS
CANT STRIP,
AS NECESSARY
8"
M
A
X
8"
M
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N
.
4"
M
I
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.
1/
2
"
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.
2"
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R
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L
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W
SU
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P
DI
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.
V
A
R
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S
TAPERED RIGID INSULATION,
PER PLAN
DECK, PER STRUCTURALVAPOR BARRIER
1/4" DENSDECK
ROOF BOARD
FASTENERS @ 12" O.C.
4"
PROVIDE NAILER FOR
CORNER SEAM PLATE
FIELD WELD,
MIN. 1 1/2" WIDE.
4"
FIELD WELD,
MIN. 1 1/2" WIDE.
LAP & SEAL SINGLE-PLY ROOFING
MEMBRANE OVER SEAM PLATE
1 1/4" ROOFING NAILS,
SPACED 12" O.C., MAX.
METAL CLEAT
2X WOOD FRAMING
DBL. TOP PLATE,
PER PLAN
EXTERIOR SHEATHING,
PER STRUCTURAL
SEALANT
1/4" DENSDECK
ROOF BOARD
TAPERED RIGID INSULATION,
PER PLAN
DECK,
PER STRUCTURALVAPOR BARRIER
RIGID INSULATION, PER PLAN
2X10 TOP PLATE
(2) 2X6 TOP PLATE
2 1/4" MIN.
FOR STRIP FIXTURE
6"
SEALANT
CONTINUOUS CLEAT
EACH SIDE
SELF-ADHERED
WATERPROOFING
TAPE, LAP OVER WRB
A4.0
ROOF PLAN/ ROOF
DETAILS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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DB
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T
ISSUED FOR PERMIT:
08.31.2023
SCALE: 1/4" = 1'-0"
ROOF PLAN1
GENERAL NOTES:
1.COORDINATE WITH PLUMBING, MECHANICAL, AND
ELECTRICAL DRAWINGS FOR LOCATION AND NUMBER OF
OTHER ROOF PENETRATIONS (IE: VENT STACKS VENT PIPES,
CONDUIT PENETRATIONS, ETC.). FLASH ALL PENETRATIONS
WEATHER TIGHT.
2.SLOPE ALL CRICKETS AS SHOWN AT A MINIMUM SLOPE OF
1/4" PER FOOT FROM HORIZ. PLANE, UNLESS NOTED
OTHERWISE.
3.PROVIDE BUILT-UP TAPERED INSULATION ROOF CRICKETS AT
ALL CURB LOCATIONS TO ALLOW POSITIVE DRAINAGE AND
PREVENT PONDING.
4.ALL METAL ROOF FLASHING DETAILS SHALL BE PER SMACNA
AND MANUFACTURERS RECOMMENDATIONS AND REVIEWED
BY THE ARCHITECT FOR DESIGN INTENT.
5.PROVIDE ROOF INSULATION SYSTEM BELOW ROOFING
MEMBRANE, PER THE ROOFING ASSEMBLIES SPECIFIED IN
DIVISION 07 SECTIONS "THERMOPLASTIC POLYOLEFIN
ROOFING" AND "APPLIED FIREPROOFING".
6.PROVIDE SUPPLEMENTAL INSULATION OVERBUILDS WHERE
INDICATED FOR ROOF SLOPE CONTINUATION.
N
0'4'2'6'
CL8'
-
0
"
3'
-
4
"
M
A
X
.
O
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T
O
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I
G
H
E
S
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OP
E
R
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B
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P
A
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T
8'
-
0
"
BF-1
WF-1
WF-1
BF-1
8'
-
0
"
3'
-
0
"
6"
1'
-
6
"
1'-0"
2'
-
1
0
"
M
A
X
.
3'
-
4
"
M
A
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.
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B
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P
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2'-0"
17"-18"1'-6" MIN.
CL
P-1
P-2
BF-1
WF-1
6"
CL
8'
-
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"
33
"
M
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.
-
3
6
"
M
A
X
.
TO
P
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1'
-
6
"
3'
-
6
"
CL
7"-9"
CL
WF-1
BF-1
1'-0"
MIN.3'-6"
3'-3"
19
"
A
.
F
.
F
.
1
12"
MI
N
.
SCALE: 1/2" = 1'-0"
RESTROOM FRONT ELEVATION7
SCALE: 1/2" = 1'-0"
RESTROOM RIGHT SIDE ELEVATION8
SCALE: 1/2" = 1'-0"
RESTROOM REAR ELEVATION9
SCALE: 1/2" = 1'-0"
RESTROOM LEFT SIDE ELEVATION10
SCALE: 1/2" = 1'-0"
ENLARGED RESTROOM PLAN6
11"
CL1'-2"
CL
TOILET PAPER
DISPENSER
PA-62
INSULATE
DRAIN AND
SUPPLY
DOOR,
PER PLAN
18" GRAB BAR
AT SIDE WALL,
ABLE TO
SUPPORT 250 LBS
PA-51
42" GRAB BAR
AT SIDE WALL,
ABLE TO
SUPPORT 250 LBS
PA-51
36" GRAB BAR
AT REAR WALL,
ABLE TO
SUPPORT 250 LBS
PA-51
TOILET PAPER
DISPENSER
PA-63
18"x36" MIRROR
w/ STAINLESS STEEL
FRAME & SHELF
PA-52
18" GRAB BAR
AT SIDE WALL,
ABLE TO
SUPPORT 250 LBS
PA-51
42" GRAB BAR
AT SIDE WALL,
ABLE TO
SUPPORT 250 LBS
PA-51
36" GRAB BAR
AT REAR WALL,
ABLE TO
SUPPORT 250 LBS
PA-51
SANITARY
NAPKIN
DISPENSER
PA-64
ACCESSIBLE
TOILET
P-1
TOILET SEAT
COVER DISPENSER
PA-65
18"x36" MIRROR
w/ STAINLESS STEEL
FRAME & SHELF
PA-52
PAPER TOWEL
DISPENSER
PA-63
SOAP
DISPENSER
PA-61
INSULATE
DRAIN AND
SUPPLY
CLG-2CLG-2CLG-2CLG-2
UNISEX
ACCESSIBLE
RESTROOM
PA-65 PA-62
PA-51
PA-64
P-1
PA-51
P-2
60"
CLR
1'
-
6
"
1'
-
6
"
CL
CL
PA-63
PA-52
PA-61
1'-6"2'-0"2'-6"
2'
-
3
"
TA
B
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Q
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.
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P
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CL
10
'
-
0
"
3'
-
2
"
5'
-
8
"
10
'
-
0
"
2'
-
0
"
PL
U
M
B
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CL
U
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U
F
CL
7'
-
6
"
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P
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S
F
U
FFF
U
FCL
3'
-
4
"
10
'
-
0
"
2'
-
1
0
"
6'
-
0
"
2'
-
0
"
PL
U
M
B
I
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G
ST
U
B
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S
2'
-
3
"
TA
B
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.
RE
C
E
P
T
A
C
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S
CL
10
'
-
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"
3'-0"
2'
-
2
"
2'
-
0
"
PL
U
M
B
I
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G
ST
U
B
O
U
T
S
2'-1"6"
4'
-
3
"
2'
-
1
0
"
6'
-
0
"
10
'
-
0
"
U
FH
U
F
U
F
3'
-
4
"
1'-6"2'-0"
2'-0"
4"
3'
-
4
"
1'-0"
2'
-
0
"
PL
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F F F F
U
F
CL
1'-6"2'-6"2'-6"2'-6"2'-6"
9'-8"1'-0"3'-6"2'-6"
SERVICE ELEVATION4
SERVICE ELEVATION1SERVICE ELEVATION2
SERVICE ELEVATION3
SCALE: 3/8" = 1'-0"
SERVICE ELEVATION5
SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"
SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"
WG
WG
BF-1
WF-1
CLG-1
SCALE: 3/8" = 1'-0"
6 MECH. ROOM ELEVATION
SCALE: 3/8" = 1'-0"
7 MECH. ROOM ELEVATION
SCALE: 3/8" = 1'-0"
8 MECH. ROOM ELEVATION
4'-0" MIN.
WATER FILTRATION
CLEAR AREA
2'-8"
P-11P-11
PROVIDE:
-SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN
PROVIDE:
-SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN
PROVIDE:
-SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN
BF-1
WF-1
CLG-1
BF-1
WF-1
CLG-1
WF-1
CLG-1
10
'
-
0
"
10
'
-
0
"
10
'
-
0
"
BF-1
WF-1
CLG-1
BF-1
WF-1
CLG-1
BF-1
WF-1
CLG-1
BF-1
WF-1
CLG-1
BF-1
WF-1
CLG-1
BF-1
WF-1
CLG-1
BF-1
BF-1
WF-1
CLG-1
2'
-
3
"
TA
B
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.
RE
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E
P
T
A
C
L
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S
EQ.EQ.
3"
1'
-
4
"
A5.0
INTERIOR ELEVATIONS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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DB
2
5
5
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2
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ISSUED FOR PERMIT:
08.31.2023
EQ13EQ23A
EQ5
10
'
-
0
"
EQ1
EQ10
EQ13 EQ13
EQ5
3'
-
2
"
5'
-
8
"
EQ4
P-5
10
'
-
0
"
EQ13 EQ13
EQ2
EQ7EQ7
EQ1
EQ2
EQ3
EQ13 EQ13
EQ3
EQ10
P-10
EQ2
EQ1
EQ13EQ13
EQ3
EQ4
P-5
EQ2
EQ5
P-7
10
'
-
0
"
2'
-
1
0
"
6'
-
0
"
EQ34
EQ27
EQ7
EQ4
P-5
10
'
-
0
"
P-7
EXITEXIT
EQ4
P-5
EQ6 EQ6EQ6EQ6
EQ13EQ13
2'
-
1
0
"
6'
-
0
"
10
'
-
0
"
EQ25
2'
-
1
0
"
EQ11 EQ10EQ10
EQ13EQ13
EQ23
EQ24
EQ24
IT-1
SA-2
IT-11
SERVICE ELEVATION4
SERVICE ELEVATION1SERVICE ELEVATION2
SERVICE ELEVATION3
SCALE: 3/8" = 1'-0"
SERVICE ELEVATION5
SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"
SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"
5'
-
0
"
EQ20
EQ20
EQ20
EQ12A EQ12EQ12A
EQ12A EQ12
EQ12
EQ13A
EQ13A
SCALE: 3/8" = 1'-0"
6 MECH. ROOM ELEVATION
SCALE: 3/8" = 1'-0"
7 MECH. ROOM ELEVATION
SCALE: 3/8" = 1'-0"
8 MECH. ROOM ELEVATION
4'-0" MIN.
WATER FILTRATION
CLEAR AREA
2'-8"
P-11P-11
PROVIDE:
-SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN
PROVIDE:
-SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN
PROVIDE:
-SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN
P-7
EQ10
P-6
P-8
SA-3SA-3
TA-10
10
'
-
0
"
10
'
-
0
"
10
'
-
0
"
EQ4
P-5
EQ4
P-5
T1
T3T4
T1
T3
T2
P9
P-5
T6
T4T3
T2
P-19
P-18
EQ29
EQ8
EQ9
EQ8
EQ13A
EQ13A EQ13A
EQ13EQ13
EQ13
T6
EQ19
A5.1
INTERIOR ELEVATIONS
- EQUIPMENT
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
1
A7.0
3
A7.0
2
A7.0 4
A7.0
5
A7.0
4
A7.0
5
A7.0
1
A7.0
2
A7.0
3
A7.0
XXXX
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
B.O. AWNING/
FIN. CANOPY
+10'-6"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
T.O. PARAPET 1
+12'-10-1/2"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
1A 1B
1B 1A
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
B.O. AWNING/
FIN. CANOPY
+10'-6"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
T.O. PARAPET 1
+12'-10-1/2"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
B.O. AWNING/
FIN. CANOPY
+10'-6"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
EQ21
PROPOSED
ELECTRICAL GEAR
LOCATION
(FINAL DIMENSIONS TBD)
LIGHTED SIGN,
INSTALLED BY SIGN CONTRACTOR,
COORD. W/ ELECTRICAL J-BOX
AND BLOCKING REQUIREMENTS
PRE-FAB.
METAL AWNING,
BY OTHERS
6" STEEL PIPE BOLLARD
W/ PLASTIC SLEEVE
SIDING SYSTEM
2
SIDING SYSTEM
3
SIDING SYSTEM
1A
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
1A
ADDRESS NUMBERS,
PROVIDED BY SIGN VENDOR;
COORD. W/ AHJ REQUIREMENTS.
PROVIDE HIGH CONTRAST
W/ BACKGROUND
DOWNSPOUTS TO
STORM DRAIN OR
TRENCH DRAIN
AWNING DOWNSPOUT,
DAYLIGHT TO DRIVE AISLE
PRE-FAB.
METAL AWNING,
BY OTHERS
LIGHTED SIGN, INSTALLED
BY SIGN CONTRACTOR,
COORD. W/ ELECTRICAL
J-BOX AND BLOCKING
REQUIREMENTS
CANOPY FASCIA
4
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
2
PRE-FAB.
METAL AWNING,
BY OTHERS
6" STEEL PIPE BOLLARD
W/ PLASTIC SLEEVE
AWNING DOWNSPOUT,
DAYLIGHT TO DRIVE AISLE
CANOPY FASCIA
4
LIGHTED SIGN, INSTALLED
BY SIGN CONTRACTOR,
COORD. W/ ELECTRICAL
J-BOX AND BLOCKING
REQUIREMENTS
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
2
SIDING SYSTEM
2
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
1B
SIDING SYSTEM
1B
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
1B
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
1B
LIGHTED SIGN, INSTALLED
BY SIGN CONTRACTOR,
COORD. W/ ELECTRICAL
J-BOX AND BLOCKING
REQUIREMENTS
SIDING SYSTEM
2
ROOF OVERFLOW
DOWNSPOUTS
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
1B
SIDING SYSTEM
1B
SIDING SYSTEM
3
STAINLESS STEEL
SERVICE TRAY
6" STEEL PIPE BOLLARD
W/ PLASTIC SLEEVES
PRE-FAB.
METAL AWNINGS,
BY OTHERS
AWNING DOWNSPOUT,
DAYLIGHT TO DRIVE AISLE
PRE-FAB. METAL AWNING, BY OTHERS;
DOWNSPOUTS TO STORM DRAIN
OR TRENCH DRAIN & DAYLIGHT
TO DRIVE AISLE
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
2
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
1B
SIDING
SYSTEM
1A
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
1A
LIGHTED SIGN,
INSTALLED BY SIGN CONTRACTOR,
COORD. W/ ELECTRICAL J-BOX
AND BLOCKING REQUIREMENTS
LIGHTED SIGN, INSTALLED
BY SIGN CONTRACTOR,
COORD. W/ ELECTRICAL
J-BOX AND BLOCKING
REQUIREMENTS
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
2
PRE-FAB.
METAL AWNING,
BY OTHERS
SIDING SYSTEM
1B
SIDING SYSTEM
3
DOWNSPOUTS TO
STORM DRAIN OR
TRENCH DRAINDOWNSPOUTS TO
STORM DRAIN OR
TRENCH DRAIN & DAYLIGHT
TO NEAREST LANDSCAPE
PRE-FAB. METAL AWNING,
BY OTHERS
SIDING SYSTEM
2
L4 LIGHT FIXTURE,
8'-0" B.O. FIXTURES
ROOF
OVERFLOW
DOWNSPOUT
EXTERIOR DOOR,
PAINTED PER PLAN
WALL HYDRANT
P-15
DOWNSPOUTS TO
STORM DRAIN OR
TRENCH DRAIN & DAYLIGHT
TO NEAREST LANDSCAPE
WP RECEPTACLE
CANOPY SOFFIT
5
CANOPY FASCIA
4
CANOPY COLUMNS
6
LIGHT FIXTURE
8'-0" B.O. FIXTURE
L6
CANOPY
SOFFIT
5
CANOPY
COLUMNS
6
KNOXBOX
AT 72" A.F.F.
CANOPY
SOFFIT
5
CANOPY
COLUMNS
6
EQ21
EQ21BEQ21B EQ21A
EQ21A
IT-18
VERIFY FINAL LOCATION
W/ LOW VOLTAGE VENDOR
VERTICAL METAL
SIDING SYSTEM
1A
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH
1A
MECHANICAL
UNITS
SCREENED
BY PARAPET
MECHANICAL
UNITS
SCREENED
BY PARAPET
EAST ELEVATION - WALK-UP WINDOW
SCALE: 1/4" = 1'-0"
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
WEST ELEVATION - DRIVE-THRU WINDOW
SCALE: 1/4" = 1'-0"
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
12
4 3
4
A3.1
5
A8.1
1
A8.1
8
A8.1
7
A8.1
11
A8.1
10
A8.1
EQ19A
3'
-
6
"
M
I
N
.
ROOF OVERFLOW
DOWNSPOUT
EXTERIOR FINISH SCHEDULE - ALTERNATE w/ CANOPY
ID TAG MATERIAL MANUFACTURER MODEL REMARKS
ZONE 1 (BODY)
1A STUCCO DRYVIT CCP-2 SYSTEM, SANDPEBBLE FINE
E FINISH; REVEALS AS SHOWN
PAINTED; COLOR: BLDG DB
DARK GRAY
1B STUCCO DRYVIT CCP-2 SYSTEM, SANDPEBBLE FINE
E FINISH; REVEALS AS SHOWN
PAINTED; COLOR: BLDG DB
LIGHT GRAY
ZONE 2 (TOWER)
2 FIBER CEMENT
SIDING NICHIHA ILLUMINATION, AWP 1818 w/
FACTORY PANEL CORNERS COLOR: BLDG DB BLUE
ZONE 3 (BASE)
3
STONE
VENEER ELDORADO STONE CLIFFSTONE, BANFF SPRINGS COLOR: PER MFR.
STONE SILL ELDORADO STONE SNAPPED EDGE WAINSCOT SILL COLOR: PEWTER
ZONE 4 (FRAMED CANOPY)
4 FASCIA WESTERN STATES
METAL ROOFING T-GROOVE, 10"3 SIDES; COLOR: BLDG DB
DARK GRAY
5 SOFFIT HEWN ELEMENTS NATURAL NORTHWESTERN
SPRUCE 1x8, T&G, 1/8" REVEAL
6 COLUMNS ELDORADO STONE CLIFFSTONE, BANFF SPRINGS COLOR: PER MFR.
NOTE: GC TO PROVIDE 3"x2" SMOOTH DOWNSPOUTS, AND ALL NECESSARY ADAPTORS, AT AWNING AND CANOPY LOCATIONS;
COLOR: BLDG DB DARK GRAY
A6.0
BUILDING ELEVATIONS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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5
5
0
-
A
2
-
T
ISSUED FOR PERMIT:
08.31.2023
6
A7.0
6
A7.0
6
A7.0
6
A7.0
7
A7.0
7
A7.0
8
A7.0
8
A7.0
8
A7.0
8
A7.0
7
A7.0
7
A7.0
10
A3.1
7
A7.0
SIM
PRE-FINISHED METAL COPING
W/ BLIND ATTACHMENT
PER MFR. SPECS., TYP.
SIDING SYSTEM,
PER PLAN
PARAPET
WALL BEYOND
CLG-1
AT 10'-0" A.F.F.
EPS CANT
STRIP, TYP.
EXTERIOR WALL
TYPE, PER PLAN
CONC. FOUNDATION,
COORD. W/ STRUCTURAL
SERVICE
COUNTER
CURB AND
SLAB,
PER CIVIL
SIDING SYSTEM
PER PLAN
2'
-
1
0
"
6'
-
0
"
COOLER
3'
-
2
"
5'
-
8
"
BLOCKING AT
48" O.C.SIM
WALL CLADDING,
PER PLAN
EXTERIOR WALL
TYPE, PER PLAN
R-10 RIGID
INSULATION, TYP.
STOREFRONT SYSTEM,
PER PLAN
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
B.O. AWNING/
FIN. CANOPY
+10'-6"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
T.O. CURB
+0-6"
FIN. CEILING
+10-0"
SERVICE
COUNTER
SITE SLAB,
COORD. W/ CIVIL
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
B.O. AWNING/
FIN. CANOPY
+10'-6"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
T.O. CURB
+0-6"
FIN. CEILING
+10-0"
R-10 RIGID
INSULATION
SLAB AND CURB,
PER CIVIL
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
B.O. AWNING/
FIN. CANOPY
+10'-6"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
T.O. CURB
+0-6"
FIN. CEILING
+10-0"
FIN. CEILING
RESTROOM
+8-0"
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
B.O. AWNING/
FIN. CANOPY
+10'-6"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
T.O. PARAPET 1
+12'-10-1/2"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
T.O. CURB
+0-6"
FIN. CEILING
+10-0"
FIN. CEILING
RESTROOM
+8-0"
PRE-FINISHED METAL COPING
W/ BLIND ATTACHMENT
PER MFR. SPECS.
2
A7.1
3
A7.1
2
A7.2
2
A8.0
9
A7.0
PRE-FINISHED METAL COPING
W/ BLIND ATTACHMENT
PER MFR. SPECS., TYP.
STOREFRONT SYSTEM,
PER PLAN
SIDING SYSTEM
PER PLAN
PRE-FAB
METAL AWNING,
BY OTHERS
CANOPY, PER PLAN,
COORD. W/ STRUCTURAL
CLG-1
AT 10'-0" A.F.F.
PRE-FINISHED METAL COPING
W/ BLIND ATTACHMENT
PER MFR. SPECS., TYP.
EPS CANT
STRIP, TYP.
CONC. FOUNDATION,
COORD. W/ STRUCTURAL
SIDING SYSTEM
PER PLAN
WALL CLADDING,
PER PLAN
EXTERIOR WALL
TYPE, PER PLAN
R-10 RIGID
INSULATION, TYP.
STOREFRONT SYSTEM,
PER PLAN
CANOPY, PER PLAN,
COORD. W/ STRUCTURAL
EPS CANT
STRIP, TYP.
CONC. FOUNDATION,
COORD. W/ STRUCTURAL
SIDING
SYSTEM
PER PLAN
EXTERIOR
WALL TYPE,
PER PLAN
R-10 RIGID
INSULATION, TYP.
SITE SLAB,
COORD.
W/ CIVIL
SIDING SYSTEM,
PER PLAN
EXTERIOR WALL
TYPE, PER PLAN
PRE-FAB
METAL AWNING,
BY OTHERS
SIDING SYSTEM,
PER PLAN
EXTERIOR WALL
TYPE, PER PLAN
PRE-FAB
METAL AWNING,
BY OTHERS
R-10 RIGID
INSULATION
SLAB AND CURB,
PER CIVIL
CANOPY,
BEYOND
CLG-1
AT 10'-0" A.F.F.
CLG-2
AT 8'-0" A.F.F.
PRE-FINISHED
METAL COPING
W/ BLIND ATTACHMENT
PER MFR. SPECS., TYP.
PRE-FINISHED METAL COPING
W/ BLIND ATTACHMENT
PER MFR. SPECS., TYP.
PRE-FINISHED METAL COPING
W/ BLIND ATTACHMENT
PER MFR. SPECS., TYP.
COOLER
CLG-1
AT 10'-0" A.F.F.
CLG-2
AT 8'-0" A.F.F.
SLOPE: 1/4" / 1'-0"SLOPE: 1/4" / 1'-0"SLOPE: 1/4" / 1'-0"SLOPE: 1/4" / 1'-0"SLOPE: 1/4" / 1'-0"
SIDING SYSTEM,
PER PLAN
EXTERIOR WALL
TYPE, PER PLAN
CONC. FOUNDATION,
COORD. W/ STRUCTURAL
SIDING
SYSTEM
PER PLAN
EXTERIOR
WALL TYPE,
PER PLAN
R-10 RIGID
INSULATION,
TYP.
SITE SLAB,
COORD.
W/ CIVIL
1
A7.1
SIM.
FINISH FLOOR,
PER PLAN
FINISH FLOOR,
PER PLAN
1
A7.2
3
A7.2
FINISH FLOOR,
PER PLAN
FINISH FLOOR,
PER PLAN
MIN. 2"
COORD. W/ COOLER MFR.
4
A7.1
PROVIDE BLOCKING
FOR ALL WALL
HUNG EQUIPMENT
6
A7.0
8
A7.0
FIN. CEILING
+10-0"
4
A7.2
3'
-
2
"
BLOCKING
AT 48" O.C.
T.O. SLAB
+0'-0"
SERVICE
WINDOW SILL +2'-10"
B.O. AWNING/
FIN. CANOPY
+10'-6"
T.O. PARAPET 2
+20'-10 1/2"
T.O. PARAPET 3
+24'-0"
T.O. PARAPET 1
+12'-10-1/2"
STOREFRONT SILL
+3'-2"
DRIVE AISLE
-0'-6"
T.O. CURB
+0-6"
FIN. CEILING
RESTROOM
+8-0"
7
A8.1
10
A8.1
TYP.
1
A3.1
FINISH FLOOR,
PER PLAN
5'
-
8
"
SITE SLAB,
COORD. W/ CIVIL
CLG-2 AT
10'-0" A.F.F.
11
A3.1
9
A3.1
10
A3.1
11
A3.1
9
A3.1
MIN. 4" CONC. SLAB,
w/ REINFORCEMENT,
PER STRUCTURAL
UNDERSLAB VAPOR BARRIER,
COORD. w/ GEOTECH REPORT
FLOOR FINISH,
SEE FINISH SCHEDULE
MIN. 4" COMPACTED GRAVEL,
PER STRUCTURAL
UNDISTURBED NATIVE
SOIL
MIN. R-30 RIGID
INSULATION, 2 LAYERS,
STAGGER JOINTS
TAPERED TOP CHORD
ROOF TRUSSES,
PER STRUCTURAL
MIN. R-30 RIGID
INSULATION, 2 LAYERS,
STAGGER JOINTS,
TAPERED TO DRAIN
CLCL
SCALE: 1 1/2" = 1'-0"
BUILDING CONCRETE SLAB8
SCALE: 1 1/2" = 1'-0"
ROOF ASSEMBLY - JOISTS7
SCALE: 1 1/2" = 1'-0"
ROOF ASSEMBLY - TRUSSES6
1/4" DENSDECK
ROOF BOARD
SINGLE PLY ROOFING
MEMBRANE
FRAMING,
PER STRUCTURAL
ROOF SHEATHING,
PER STRUCTURAL
1/4" DENSDECK
ROOF BOARD
SINGLE-PLY ROOFING
MEMBRANE
ROOF SHEATHING,
PER STRUCTURAL
CLCL
SPACING PER STRUCTURAL
SPACING PER STRUCTURAL
NOTE: TAPER FRAMING
TO DRAIN WHERE R-30
IS NOT REQUIRED
2X WALL, PER PLAN
END NAIL
(2) 10d NAILS @ T & B EACH KICKER
INTO (E) ROOF TRUSSES
ROOF TRUSSES
2X KICKERS @ 24 O.C.-
ALTERNATING
(2) 10d NAILS @ EACH END
OF HORIZONTAL BLOCKING
2X HORIZONTAL
BLOCKING; TYP.
CAULKING; LATICRETE - LATISIL
FRP FINISH EDGE
CONCRETE SLAB
COVE BASE TILE
WALL FINISH, PER PLAN
FLOOR TILE, PER PLAN
1
2" PLYWOOD SHEATHING
ROOF SHEATHING
SCALE: 3/4" = 1'-0"
TOP/ BOTTOM OF WALL BRACING9
SIMPSON PDPAWL; 250 SHOTPINS
STAGGERED @ 12" O.C.
A34 FRAMING ANGLE
W/ (8) #9 X 1-1/2 SD
AT EACH BLOCKING
A7.0
BUILDING SECTIONS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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DB
2
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A
2
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T
ISSUED FOR PERMIT:
08.31.2023
1 BUILDING SECTION
SCALE: 1/4" = 1'-0"
2 BUILDING SECTION
SCALE: 1/4" = 1'-0"
4 BUILDING SECTION
SCALE: 1/4" = 1'-0"
5 BUILDING SECTION
SCALE: 1/4" = 1'-0"
GENERAL NOTES:
1.COORDINATE WITH STRUCTURAL DRAWINGS FOR SIZES,
CONNECTION DETAILS OF WOOD FRAMING, POSTS, JOISTS,
GIRDERS, WOOD DECKING AND OTHER STRUCTURAL
COMPONENTS.
2.COORDINATE WITH STRUCTURAL DRAWINGS FOR
REINFORCEMENT OF CONCRETE SLABS, FOOTINGS,
FOUNDATIONS, AND WALL TYPES.
3.COORDINATE WINDOW TYPES WITH FLOOR PLANS AND
FRAME TYPES. PROVIDE BITUMINOUS DAMPROOFING ON ALL
EXTERIOR WALLS BELOW GRADE LEVEL AS INDICATED IN THE
SPECIFICATIONS.
4.AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED,
INCLUDING SEALING TRANSITIONS IN PLACES AND CHANGES
IN MATERIALS. THE JOINTS AND SEALS SHALL BE SECURELY
INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO
AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS
ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM
WIND, STACK EFFECT AND MECHANICAL VENTILATION.
5.PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED,
GASKETED OR OTHERWISE SEALED IN A MANNER
COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND
LOCATION.
3 BUILDING SECTION
SCALE: 1/4" = 1'-0"
ROOF TRUSSES,
PER STRUCTURAL
6x BLOCKING,
FOR CANOPY,
PER STRUCTURAL
STOREFRONT SYSTEM,
PER PLAN
2x P.T. SILL PLATE W/ ANCHOR BOLTS,
PER STRUCTURAL
EXPANSION JOINT
FINISH FLOOR,
PER PLAN
PROVIDE STAINLESS STEEL
AT SERVICE WINDOW
SERVICE TRAY
SIDING SYSTEM,
PER PLAN
RIGID INSULATION
W/ PROTECTION BOARD
CANOPY,
COORD. W/ STRUCTURAL
SIDING SYSTEM,
PER PLAN
EXTERIOR WALL,
PER PLAN
EXTERIOR WALL,
PER PLAN
7
A7.0SIM.
DBL. TOP PLATE,
PER PLAN
7
A3.1
6
A7.0
STEM WALL AND FOOTING,
PER STRUCTURAL
PRE-FINISHED METAL CAP
W/ BLIND ATTACHMENT,
PER MFR.
SUSPENDED CEILING,
PER PLAN
COVE BASE, PER PLAN
8
A8.0
ROOF TRUSSES,
PER STRUCTURAL
6x BLOCKING,
FOR AWNINGS,
PER STRUCTURAL
6x HEADER,
PER STRUCTURAL
STOREFRONT SYSTEM,
PER PLAN
2x P.T. SILL PLATE W/ ANCHOR BOLTS,
PER STRUCTURAL
EXPANSION JOINT
FINISH FLOOR,
PER PLAN
PROVIDE STAINLESS STEEL
AT SERVICE WINDOW
T.O. SLAB
0'-0"
DRIVE AISLE
-0'-6"
STOREFRONT SILL
+2'-10"
STOREFRONT HEAD
+8'-10"
FINISHED CEILING
+10'-0"
DBL. TOP PLATE
+12'-10-1/2"
T.O. PARAPET 3
+24'-0"
B.O. AWNING
+10'-6"
SERVICE TRAY
SIDING SYSTEM,
PER PLAN
RIGID INSULATION
W/ PROTECTION BOARD
DRIVE AISLE CURB
AND SLAB,
COORD. W/ CIVIL
PRE-FAB.
METAL AWNING,
BY OTHERS
7
A7.0
SIDING SYSTEM,
PER PLAN
PRE-FINISHED METAL CAP
W/ BLIND ATTACHMENT,
PER MFR.
2
A3.1
EXTERIOR WALL,
PER PLAN
EXTERIOR WALL,
PER PLAN
DBL. TOP PLATE,
PER PLAN
STEM WALL AND FOOTING,
PER STRUCTURAL
SUSPENDED CEILING,
PER PLAN
COVE BASE, PER PLAN
6
A8.0
STOREFRONT SILL
+2'-10"
FINISHED CEILING
+10'-0"
DBL. TOP PLATE
+12'-10-1/2"
T.O. PARAPET 3
+24'-0"
B.O. AWNING
+10'-6"
SIDING SYSTEM,
PER PLAN
RIGID INSULATION
W/ PROTECTION BOARD
RUNNER SIDEWALK
AND DRIVE AISLE CURB,
COORD. W/ CIVIL
PRE-FAB.
METAL AWNING,
BY OTHERS
SIDING SYSTEM,
PER PLAN
PRE-FINISHED METAL CAP
W/ BLIND ATTACHMENT,
PER MFR.
EXTERIOR WALL,
PER PLAN
EXTERIOR WALL,
PER PLAN
DBL. TOP PLATE,
PER PLAN
T.O. SLAB
0'-0"
ROOF TRUSSES,
PER STRUCTURAL
6x BLOCKING,
FOR AWNINGS,
PER STRUCTURAL
COOLER BOX,
DETAILS BY MFR.
8
A7.0
2x P.T. SILL PLATE
W/ ANCHOR BOLTS,
PER STRUCTURAL
EXPANSION JOINT
FINISH FLOOR,
PER PLAN
T.O. PARAPET 2
+20'-10-1/2"
CANT STRIP
STEM WALL AND FOOTING,
PER STRUCTURAL
6
A7.0
COVE BASE, PER PLAN
8
A8.0
1
A3.1
ROOF TRUSSES,
PER STRUCTURAL
WALL FINISH,
PER PLAN
2x P.T. SILL PLATE
W/ ANCHOR BOLTS,
PER STRUCTURAL
EXPANSION JOINT
FINISH FLOOR,
PER PLAN
SIDING SYSTEM,
PER PLAN
RIGID INSULATION
W/ PROTECTION BOARD
CANOPY, BEYOND,
COORD. W/ STRUCTURAL
SIDING SYSTEM,
PER PLAN
EXTERIOR WALL,
PER PLAN
EXTERIOR WALL,
PER PLAN
DBL. TOP PLATE,
PER PLAN
6
A7.0
STEM WALL AND FOOTING,
PER STRUCTURAL
PRE-FINISHED METAL CAP
W/ BLIND ATTACHMENT,
PER MFR.
SUSPENDED CEILING,
PER PLAN
STOREFRONT SILL
+2'-10"
STOREFRONT HEAD
+8'-10"
FINISHED CEILING
+10'-0"
DBL. TOP PLATE
+12'-10-1/2"
T.O. PARAPET 2
+20'-10-1/2"
B.O. AWNING
+10'-6"
T.O. SLAB
0'-0"
8
A7.0
COVE BASE, PER PLAN
10
A4.0
A7.1
WALL SECTIONS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
1 WALL SECTION
SCALE: 1/2" = 1'-0"
3 WALL SECTION
SCALE: 1/2" = 1'-0"
2 WALL SECTION
SCALE: 1/2" = 1'-0"
4 WALL SECTION
SCALE: 1/2" = 1'-0"
STOREFRONT SILL
+2'-10"
FINISHED CEILING
+10'-0"
DBL. TOP PLATE
+12'-10-1/2"
T.O. PARAPET 3
+24'-0"
B.O. AWNING
+10'-6"
SIDING SYSTEM,
PER PLAN
RIGID INSULATION
W/ PROTECTION BOARD
RUNNER SIDEWALK
AND DRIVE AISLE CURB,
COORD. W/ CIVIL
PRE-FAB.
METAL AWNING,
BEYOND
SIDING SYSTEM,
PER PLAN
PRE-FINISHED METAL CAP
W/ BLIND ATTACHMENT,
PER MFR.
EXTERIOR WALL,
PER PLAN
EXTERIOR WALL,
PER PLAN
DBL. TOP PLATE,
PER PLAN
T.O. SLAB
0'-0"
ROOF TRUSSES,
PER STRUCTURAL
8
A7.0
2x P.T. SILL PLATE
W/ ANCHOR BOLTS,
PER STRUCTURAL
EXPANSION JOINT
FINISH FLOOR,
PER PLAN
T.O. PARAPET 2
+20'-10-1/2"
CANT STRIP
STEM WALL AND FOOTING,
PER STRUCTURAL
RESTROOM CEILING,
PER PLAN
WALL FINISH,
PER PLAN
6
A7.0
COVE BASE, PER PLAN
10
A4.0
STOREFRONT SILL
+2'-10"
STOREFRONT HEAD
+8'-10"
FINISHED CEILING
+10'-0"
DBL. TOP PLATE
+12'-10-1/2"
B.O. AWNING
+10'-6"
T.O. SLAB
0'-0"
ROOF TRUSSES,
PER STRUCTURAL
WALL FINISH,
PER PLAN
2x P.T. SILL PLATE
W/ ANCHOR BOLTS,
PER STRUCTURAL
EXPANSION JOINT
FINISH FLOOR,
PER PLAN
SIDING SYSTEM,
PER PLAN
RIGID INSULATION
W/ PROTECTION BOARD
SIDING SYSTEM,
PER PLAN
EXTERIOR WALL,
PER PLAN
EXTERIOR WALL,
PER PLAN
STEM WALL AND FOOTING,
PER STRUCTURAL
SUSPENDED CEILING,
PER PLAN
7
A7.0
PRE-FINISHED METAL CAP
W/ BLIND ATTACHMENT,
PER MFR.
T.O. PARAPET 2
20'-10-1/2"
T.O. PARAPET 3
24'-0"
COVE BASE, PER PLAN
6
A8.0
T.O. SLAB
0'-0"
STOREFRONT SILL
+2'-10"
FINISHED CEILING
RESTROOM
+8'-0"
FINISHED CEILING
+10'-0"
DBL. TOP PLATE
+12'-10-1/2"
B.O. AWNING
+10'-6"
T.O. PARAPET 2
+20'-10-1/2"
7
A7.0
SIDING SYSTEM,
PER PLAN
RIGID
INSULATION
SITE SLAB,
COORD. W/ CIVIL
2x BLOCKING
PRE-FINISHED METAL CAP
W/ BLIND ATTACHMENT,
PER MFR.
EXTERIOR WALL,
PER PLAN
EXTERIOR WALL,
PER PLAN
ROOF TRUSSES,
PER STRUCTURAL
8
A7.0
2x P.T. SILL PLATE
W/ ANCHOR BOLTS,
PER STRUCTURAL
EXPANSION JOINT
FINISH FLOOR,
PER PLAN
CANT STRIP
RESTROOM
EILING,
PER PLAN
WALL FINISH,
PER PLAN
6
A7.0
T.O. PARAPET 1
+12'-10-1/2"
EXTERIOR SIDING,
PER PLAN
COVE BASE, PER PLAN
8
A8.0
7
A8.0
STEM WALL AND FOOTING,
PER STRUCTURAL
T.O. PARAPET 2
20'-10-1/2"
T.O. PARAPET 3
24'-0"
STOREFRONT SILL
+2'-10"
STOREFRONT HEAD
+8'-10"
FINISHED CEILING
+10'-0"
DBL. TOP PLATE
+12'-10-1/2"
B.O. AWNING
+10'-6"
T.O. SLAB
0'-0"
ROOF TRUSSES,
PER STRUCTURAL
STOREFRONT
SYSTEM,
PER PLAN
2x P.T. SILL PLATE
/ ANCHOR BOLTS,
PER STRUCTURAL
EXPANSION JOINT
FINISH FLOOR,
PER PLAN
SIDING SYSTEM,
PER PLAN
RIGID INSULATION
W/ PROTECTION BOARD
SIDING SYSTEM,
PER PLAN
EXTERIOR WALL,
PER PLAN
EXTERIOR WALL,
PER PLAN
STEM WALL AND FOOTING,
PER STRUCTURAL
SUSPENDED CEILING,
PER PLAN
6
A7.0
PRE-FAB.
METAL AWNING,
BY OTHERS
PRE-FINISHED METAL CAP
W/ BLIND ATTACHMENT,
PER MFR.
6x BLOCKING,
FOR AWNING,
PER STRUCTURAL
COVE BASE, PER PLAN
8
A8.0
1
A3.1
A7.2
WALL SECTIONS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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48
2
8
E
1
2
5
0
S
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,
U
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8
4
0
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2
DB
2
5
5
0
-
A
2
-
T
ISSUED FOR PERMIT:
08.31.2023
1 WALL SECTION
SCALE: 1/2" = 1'-0"
3 WALL SECTION
SCALE: 1/2" = 1'-0"
2 WALL SECTION
SCALE: 1/2" = 1'-0"
4 WALL SECTION
SCALE: 1/2" = 1'-0"
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
EXTERIOR SHEATHING, PER
STRUCTURAL
NICHIHA CLIP FASTENED ON
STUD
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
1/2" PLYWOOD SHEATHING
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
NICHIHA ULTIMATE CLIP
W/ JOINT TAB ATTACHMENT
2X WALL W/ BATT
INSULATION, PER PLAN
1/2" PLYWOOD SHEATHING
NICHIHA PANEL W/ FACTORY VERTICAL
SHIPLAP JOINT W/ SEALANT GASKET
NICHIHA 5MM SPACER
NICHIHA PANEL
EXTERIOR SHEATHING,
PER STRUCTURAL
2X WOOD FRAMING PER
STRUCTURAL
WEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)
NICHIHA PANEL
NICHIHA SPACER
FACE FASTENER
SEALANT
NICHIHA STARTER TRACK
FASTENER LOCATED ON
STUD
DRIP FLASHING
1/2" PLYWOOD
SHEATHING
R-21 BATT INSULATION
WALL FINISH PER
SCHEDULE
CONT. 2X SILL PLATE
INSTALLED OVER SILL GASKET
AND AIR FLOW RETARDER
1/2" PLYWOOD
SHEATHING
R-21 BATT INSULATION
WALL FINISH PER
SCHEDULE
DRIP FLASHING
CASING BEAD
COMMERCIAL CEMENT
PLASTER BASE
STUCCO FINISH OVER PRIMER
SEALANT
1/4" GAP
NICHIHA ULTIMATE CLIP
NICHIHA PANEL
SEE DETAIL
2 / A2.1
SEE DETAIL
2 / A2.1
LED LINEAR LIGHT
ALONG PERIMETER
OF PARAPET
SCALE: 3" = 1'-0"
NICHIHA SIDING - BASE1STUCCO SIDING - BASE2
STUCCO SIDING @ STONE VENEER11
NICHIHA SIDING - HORIZONTAL JOINT3
STUCCO SIDING -
HORIZONTAL JOINT12
NICHIHA / STUCCO SIDING -
INSIDE CORNER13
NICHIHA SIDING - VERTICAL SHIPLAP JOINT4
STUCCO SIDING - VERTICAL JOINT9 STUCCO SIDING - PARAPET 2 W/ LED8STUCCO SIDING - OUTSIDE CORNER10 NICHIHA SIDING - PARAPET 36STUCCO SIDING - PARAPET 17
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
"J" TRIM, PER MFR.
MORTAR SETTING BED
MORTAR SCRATCH COAT
LATH
STONE VENEER
NICHIHA ULTIMATE CLIP
NICHIHA PANEL
"J" TRIM, PER MFR.
NICHIHA / STONE VENEER SIDING -
INSIDE CORNER14
SCALE: 3" = 1'-0"
3"
M
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2"
M
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3"
M
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2"
M
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TERMITE PROTECTION,
TYP. EXTEND 12" ABV.
T.O. STEMWALL AND 12"
BLW. T.O. STEMWALL
TERMITE PROTECTION,
TYP. EXTEND 12" ABV.
T.O. STEMWALL AND 12"
BLW. T.O. STEMWALL
NUDO GROUNDBREAKER,
12", PROTECTION BOARD
EXPANSION
JOINT
SITE SLAB
BY OTHERS
R-10 RIGID INSULATION;
24" BELOW ADJACENT GRADE
EXPANSION
JOINT
NUDO GROUNDBREAKER,
12", PROTECTION BOARD
SITE SLAB
BY OTHERS
R-10 RIGID INSULATION;
24" BELOW ADJACENT GRADE
CONC. STEM WALL,
PER STRUCTURAL
CONC. STEM WALL,
PER STRUCTURAL
CONT. SEALANT BEAD CONT. SEALANT BEAD
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
MORTAR SETTING BED
MORTAR SCRATCH COAT
LATH
STONE VENEER; TYP.
VENEER SUPPORT ANGLE
SPLIT-EDGE WAINSCOT SILL
METAL DRIP FLASHING
OVER BEDDING SEAL
BUILDING PAPER;
LAP OVER FLASHING
CASING BEAD WITH WEEPS
STUCCO FINISH OVER PRIMER
COMMERCIAL CEMENT PLASTER BASE
GALVANIZED SELF-FURRING LATH
WEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)
BUILDING PAPER;
LAP OVER FLASHING
STUCCO FINISH OVER PRIMER
COMMERCIAL CEMENT PLASTER BASE
GALVANIZED SELF-FURRING LATH
WEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)
CONTROL JOINT INSTALLED IN
ACCORDANCE WITH ASTM
C926 & ASTM 1063
1/2" PLYWOOD SHEATHING
2X WOOD FRAMING,
PER STRUCTURAL
BATT INSULATION
EXTERIOR SHEATHING,
PER STRUCTURAL
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
WALL FINISH, PER PLAN
COMMERCIAL CEMENT PLASTER BASE
STUCCO FINISH OVER PRIMER
GALVANIZED SELF-FURRING
LATH PER ASTM C1063
CASING BEAD
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
BUILDING PAPER; WRAP CORNER 4" MIN.
1/2" PLYWOOD SHEATHING
2X WOOD FRAMING,
PER STRUCTURAL
BATT INSULATION
EXTERIOR SHEATHING,
PER STRUCTURAL
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
WALL FINISH, PER PLAN
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
BUILDING PAPER;
LAP OVER FLASHING
GALVANIZED
SELF-FURRING LATH
BUILDING PAPER;
LAP OVER FLASHING
STUCCO FINISH OVER PRIMER
COMMERCIAL CEMENT
PLASTER BASE
GALVANIZED
SELF-FURRING LATH
WEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)
BUILDING PAPER
STUCCO FINISH OVER PRIMER
COMMERCIAL CEMENT
PLASTER BASE
GALVANIZED
SELF-FURRING LATH
WEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)
CORNER BEAD
EXTERIOR SHEATHING,
PER STRUCTURAL
2x WALL, PER PLAN
BUILDING PAPER;
LAP OVER FLASHING STUCCO FINISH OVER PRIMER
COMMERCIAL CEMENT PLASTER BASE
GALVANIZED SELF-FURRING LATHWEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)
CONTROL JOINT INSTALLED IN
ACCORDANCE WITH ASTM
C926 & ASTM 1063
BUILDING PAPER;
LAP OVER FLASHING
STUCCO FINISH
OVER PRIMER
COMMERCIAL CEMENT
PLASTER BASE
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SELF-FURRING LATH
WEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)
EXTERIOR SHEATHING, PER
STRUCTURAL
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
NICHIHA PANEL
CONT. 2X SILL PLATE
INSTALLED OVER SILL GASKET
AND AIR FLOW RETARDER
EXTERIOR SHEATHING,
PER STRUCTURAL
SELF-ADHERED
WATERPROOFING
TAPE, LAP OVER WRB
SELF-ADHERED
WATERPROOFING
TAPE, LAP OVER WRB
SELF-ADHERED
WATERPROOFING
TAPE, LAP OVER WRB
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
2X WOOD FRAMING,
PER STRUCTURAL
EXTERIOR SHEATHING,
PER STRUCTURAL
NICHIHA PANEL
NICHIHA PANEL CORNER
1/2" PLYWOOD
SHEATHING
NICHIHA ULTIMATE CLIP SYSTEM
NICHIHA SIDING - PANEL OUTSIDE CORNER5
SCALE: 3" = 1'-0"
1-1/2" CUT ULTIMATE CLIP
SEALANT OVER DOUBLE
FLANGE SEALANT BACKER
FLASHING TAPE OVER
WRB & METAL FLASHING
CASING BEAD
FLASHING TAPE OVER
WRB & METAL FLASHING
BUILDING PAPER
FLASHING TAPE OVER WRB & METAL FLASHING
2" MIN.
FOR STRIP FIXTURE
SEALANT, TYP.
EXTERIOR SHEATHING,
PER STRUCTURAL
SEALANT
INTERMEDIATE SEAM
PLATE, LOCATE PER MFR'S.
INSTRUCTIONS
WRAP SINGLE-PLY
ROOFING OVER PARAPET
CAP IN CONTINUOUS
BEAD SEALANT
SINGLE-PLY ROOF
MEMBRANE; FASTENED PER
MFR. RECOMMENDATIONS
2X DOUBLE TOP PLATE
SEALANT
INTERMEDIATE SEAM
PLATE, LOCATE PER MFR'S.
INSTRUCTIONS
WRAP SINGLE-PLY
ROOFING OVER PARAPET
CAP IN CONTINUOUS
BEAD SEALANT
SINGLE-PLY ROOF
MEMBRANE; FASTENED PER
MFR. RECOMMENDATIONS
2X DOUBLE TOP PLATE CONTINUOUS CLEAT
EACH SIDE
4"
CONTINUOUS CLEAT
EACH SIDE
4"
INTERMEDIATE SEAM PLATE,
LOCATE PER MFR'S.
INSTRUCTIONS
WRAP SINGLE-PLY
ROOFING OVER PARAPET
CAP IN CONTINUOUS BED
SEALANT
SINGLE-PLY ROOF
MEMBRANE; FASTENED PER
MFR. RECOMMENDATIONS
2X TOP PLATE
24 GA. PRE-FINISHED
METAL COPING CAP W/
MFR. FASTENERS, TYP.
2x10 TOP PLATE
6"
SEALANT
CONTINUOUS CLEAT
EACH SIDE
CASING BEAD
24 GA. PRE-FINISHED
METAL COPING CAP W/
MFR. FASTENERS, TYP.
24 GA. PRE-FINISHED
METAL COPING CAP W/
MFR. FASTENERS, TYP.
BUILDING DETAILS
A8.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
1/2" PLYWOOD SHEATHING
2X WOOD FRAMING W/
BATT INSULATION
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
EXTERIOR SHEATHING,
PER STRUCTURAL
NICHIHA SPACER
WEATHER RESISTIVE
BARRIER TYVEK OR EQUAL)
EXTERIOR SHEATHING, PER
STRUCTURAL
NICHIHA SPACER
FACE FASTENER
ALUMINUM STOREFRONT
WINDOW AS SCHEDULED
SEALANT
"Z" FLASHING
FACE FASTENER
"J" TRIM PAINTED TO MATCH
SIDING
NICHIHA PANEL
FLASHING
1/2" PLYWOOD SHEATHING
2X WOOD FRAMING, PER
STRUCTURAL
EXTERIOR SHEATHING,
PER STRUCTURAL
STOREFRONT FRAME &
WINDOW, PER SCHEDULE;
SHIM AS REQUIRED
1/2" PLYWOOD SHEATHING
2X WOOD FRAMING W/
BATT INSULATION
STOREFRONT FRAME &
WINDOW, PER SCHEDULE;
SHIM AS REQUIRED
SEALANT AND BACKER
(BOTH SIDES)
CASING BEAD
MORTAR SCRATCH COAT
MORTAR SETTING BED
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
STONE VENEER; TYP.
NICHIHA PANEL
SEALANT AND BACKER
(EACH SIDE)
UPPER WINDOW DRIP
FLASHING
BUILDING PAPER
MORTAR SETTING BED
MORTAR SCRATCH COAT
LATH
STONE VENEER; TYP.
VENEER SUPPORT ANGLE
SPLIT-EDGE WAINSCOT SILL
BEDDING SEAL
SEE DETAIL
2 / A2.1
DOOR SYSTEM,
PER PLAN
PROVIDE MFR'S DOOR
BOTTOM SWEEP, EACH
SIDE
DOOR,
AS SCHEDULED
NOTE:
COORDINATE THRESHOLD
TYPE WITH INTERIOR
FLOOR FINISH
INTERIOREXTERIOR
ALUMINUM THRESHOLD BY MFR.
SET IN BED OF SEALANT AND TO
EXTEND PAST JOINT FILLER
FINISH FLOOR,
SEE FINISH SCHEDULE
TRANSITION STRIP
JAMB @ STUCCO SIDING1
SILL @ STUCCO SIDING5
HEAD @ STUCCO SIDING8
H.M. DOOR JAMB @ NICHIHA SIDING13
JAMB @ NICHIHA SIDING2
SILL @ NICHIHA SIDING6
HEAD @ NICHIHA SIDING9
JAMB @ STONE VENEER3
H.M.DOOR THRESHOLD DETAIL7
H.M. DOOR HEAD @ STUCCO SIDING10
SERVICE COUNTER @ WALK-UP WINDOW -
STONE VENEER15
BASE & SILL @ STONE VENEER4
H.M. DOOR JAMB @ STUCCO SIDING11
INTERIOR H.M. DOOR HEAD DETAIL16
H.M. DOOR HEAD @ NICHIHA SIDING12
INTERIOR H.M. DOOR JAMB DETAIL17
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
SERVICE COUNTER @ DRIVE-THRU
WINDOW - NICHIHA SIDING14
SCALE: 3" = 1'-0"
SHIM AS REQUIRED
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
EXTERIOR SHEATHING,
PER STRUCTURAL
NICHIHA ULTIMATE CLIPNICHIHA PANEL
CONT. P.T. 2X W/ ANCHOR
BOLTS, PER STRUCTURAL
SILL PLATE INSTALLED
OVER SILL GASKET AND AIR
FLOW RETARDER
WEEP SCREED
DRIP FLASHING
W/ BEDDING SEAL
3"
2'
-
1
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"
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DOOR AS SCHED.
TERMITE PROTECTION,
TYP. EXTEND 12" ABV.
T.O. STEMWALL AND 12"
BLW. T.O. STEMWALL
R-10 RIGID INSULATION
PROTECTION BOARD
SITE SLAB, BY CIVIL
EXPANSION JOINT
2X WOOD FRAMING,
PER STRUCTURAL
DOOR AND FRAME,
PER DOOR SCHEDULE
DOOR AND FRAME, PER
DOOR SCHEDULE
WALL FINISH, PER PLAN
1/2" PLYWOOD
SHEATHING
2X WOOD FRAMING,
PER STRUCTURAL
1/2" PLYWOOD SHEATHING
WALL FINISH, PER PLAN
EXTERIOR SHEATHING, PER
STRUCTURAL
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
SEALANT
"J" TRIM
NICHIHA PANEL
NICHIHA ULTIMATE CLIP
BATT INSULATION
1/2" PLYWOOD SHEATHING
SOLID GROUT
DOOR & FRAME
SELF-ADHERED
WATERPROOFING TAPE, LAP
OVER WEATHER BARRIER AND
ROUGH FRAMING
1/2" PLYWOOD SHEATHING
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
DRIVE-THRU WINDOW
PER WINDOW SCHEDULE;
SHIM AS REQ.
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
WRAP STAINLESS STEEL PANEL
CONTINUOUS OVER SILL
EXTERIOR SHEATHING,
PER STRUCTURAL
BACKER ROD AND
SEALANT (EACH SIDE)
12" SERVICE COUNTER, BY KES
SELF-ADHERED
WATERPROOFING TAPE, LAP
OVER WEATHER BARRIER AND
ROUGH FRAMING
CONT. HORIZ. BLOCKING
PER SERVICE COUNTER
INSTALLATION GUIDE
SEALANT BETWEEN SERVICE
TRAY & WINDOW SYSTEM
NICHIHA PANEL
1/2" PLYWOOD SHEATHING
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
DRIVE-THRU WINDOW
PER WINDOW SCHEDULE;
SHIM AS REQ.
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
WRAP STAINLESS
STEEL PANEL
CONTINUOUS OVER SILL
EXTERIOR SHEATHING,
PER STRUCTURAL
BACKER ROD AND
SEALANT (EACH SIDE)
12" SERVICE COUNTER, BY KES
SELF-ADHERED
WATERPROOFING TAPE, LAP
OVER WEATHER BARRIER AND
ROUGH FRAMING
CONT. HORIZ. BLOCKING
PER SERVICE COUNTER
INSTALLATION GUIDE
SEALANT BETWEEN SERVICE
TRAY & WINDOW SYSTEM
FLASHING
BUILDING PAPER
MORTAR SETTING BED
MORTAR SCRATCH COAT
LATH
STONE VENEER; TYP.
HEADER,
PER STRUCTURAL
1/2" PLYWOOD SHEATHING
ALUMINUM STOREFRONT
WINDOW PER WINDOW
SCHEDULE; SHIM AS REQ.
WALL FINISH, PER PLANEXTERIOR SHEATHING,
PER STRUCTURAL
WEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
1/4" GAP
BUILDING PAPER;
LAP OVER FLASHING
CASING BEAD WITH WEEPS
STUCCO FINISH OVER PRIMER
COMMERCIAL CEMENT
PLASTER BASE
GALVANIZED
SELF-FURRING LATH
PRE-FINISHED
FLASHING
SEALANT AND BACKER ROD
(EACH SIDE)
HEADER,
PER STRUCTURAL
1/2" PLYWOOD SHEATHING
ALUMINUM STOREFRONT
WINDOW PER WINDOW
SCHEDULE; SHIM AS REQ.
WALL FINISH, PER PLAN
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
SEALANT AND BACKER ROD
(EACH SIDE)
1/4" GAP
HEADER,
PER STRUCTURAL
1/2" PLYWOOD SHEATHING
WALL FINISH, PER PLAN
EXTERIOR SHEATHING,
PER STRUCTURAL
WEATHER RESISTIVE
BARRIER (TYVEK OR EQUAL)
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
1/4" GAP
BUILDING PAPER;
LAP OVER FLASHING
CASING BEAD WITH WEEPS
STUCCO FINISH OVER PRIMER
COMMERCIAL CEMENT
PLASTER BASE
GALVANIZED
SELF-FURRING LATH
PRE-FINISHED
FLASHING
SEALANT AND BACKER ROD
(EACH SIDE)
DOOR & FRAME PER
DOOR SCHEDULE
COMMERCIAL CEMENT PLASTER BASE
STUCCO FINISH OVER PRIMER
GALVANIZED SELF-FURRING
LATH PER ASTM C1063
DOOR FRAME
CASING BEAD
SEALANT & BACKER ROD
SELF-ADHERED WATERPROOFING
TAPE, LAP OVER WEATHER
BARRIER AND ROUGH FRAMING
1/4"
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
BUILDING PAPER; LAP OVER FLASHING
2X WALL W/ BATT
INSULATION, PER PLAN
1/2" PLYWOOD SHEATHING
WEATHER RESISTIVE
BARRIER TYVEK OR EQUAL)
EXTERIOR SHEATHING, PER
STRUCTURAL
NICHIHA SPACER
FACE FASTENER
"Z" FLASHING
NICHIHA PANEL
HEADER,
PER STRUCTURAL
1/2" PLYWOOD SHEATHING
WALL FINISH, PER PLAN
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
SEALANT AND BACKER ROD
(EACH SIDE)
1/4" GAP
1/2" PLYWOOD SHEATHING
ALUMINUM STOREFRONT
WINDOW PER WINDOW
SCHEDULE; SHIM AS REQ.
WALL FINISH, PER PLAN
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
CASING BEAD
COMMERCIAL CEMENT
PLASTER BASE
STUCCO FINISH OVER PRIMER
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
BUILDING PAPER;
LAP OVER FLASHING
GALVANIZED
SELF-FURRING LATH
PRE-FINISHED
METAL FLASHING
1/2" PLYWOOD SHEATHING
ALUMINUM STOREFRONT
WINDOW PER WINDOW
SCHEDULE; SHIM AS REQ.
WALL FINISH, PER PLAN
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
COMMERCIAL CEMENT PLASTER BASE
STUCCO FINISH OVER PRIMER
GALVANIZED SELF-FURRING
LATH PER ASTM C1063CASING BEAD
SEALANT & BACKER
ROD, EACH SIDE
SELF-ADHERED WATERPROOFING
TAPE, LAP OVER WEATHER
BARRIER AND ROUGH FRAMING
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
BUILDING PAPER; LAP OVER FLASHING
SELF-ADHERED WATERPROOFING
TAPE, LAP OVER WEATHER
BARRIER AND ROUGH FRAMING
BUILDING PAPER
GALVANIZED SELF-FURRING
LATH PER ASTM C1063
WRAP STAINLESS STEEL
PANEL, CONTINUOUS
OVER SILL
ALUMINUM STOREFRONT
WINDOW PER WINDOW
SCHEDULE; SHIM AS REQ.
1/2" PLYWOOD SHEATHING
2X WOOD FRAMING W/ BATT
INSULATION, PER PLAN
EXTERIOR SHEATHING,
PER STRUCTURAL
SELF-ADHERED
WATERPROOFING TAPE, LAP
OVER WEATHER BARRIER
AND ROUGH FRAMING
WEATHER RESISTIVE BARRIER
(TYVEK OR EQUAL)
SELF-ADHERED
WATERPROOFING TAPE, LAP
OVER WEATHER BARRIER
AND ROUGH FRAMING
SELF-ADHERED
WATERPROOFING TAPE, LAP
OVER WEATHER BARRIER
AND ROUGH FRAMING
FLASHING TAPE OVER
WRB & METAL FLASHING
FLASHING TAPE OVER
WRB & METAL FLASHING
FLASHING TAPE OVER
WRB & METAL FLASHING
FLASHING TAPE OVER
WRB & METAL FLASHING
FLASHING TAPE OVER
WRB & METAL FLASHING
WINDOW AND DOOR
DETAILS
A8.1
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
DUMPSTER
BY REFUSE SERVICE
PROVIDER
DUMPSTER
BY REFUSE SERVICE
PROVIDER
TRASH ENCLOSURE PLAN
SCALE: 1/2" = 1'-0"
1TRASH ENCLOSURE FRONT ELEVATION
SCALE: 1/2" = 1'-0"
2
10
'
-
0
"
11
'
-
0
"
(
S
L
A
B
)
6"
20'-0"
21'-0" (SLAB)
6"
6"
20
'
-
0
"
(
A
P
R
O
N
)
1'
-
6
"
TY
P
.
1'-6"
TYP.
6'-0"
1'
-
6
"
4'-6"
CL
CL
6'-0"4'-6"
CLCL
4'
-
0
"
1'
-
6
"
5'
-
6
"
CL
CL
17'-6"
CLEARANCE BTWN. BOLLARDS
6" METAL BOLLARD
FILLED w/ CONC.
TYP. OF 7
4"
E
M
B
E
D
,
T
Y
P
.
(M
F
R
.
R
E
C
.
)
1/2" DIA. x 26"L CANE BOLT
LATCH RODS
3/4" PIPE CANE BOLT HOLDER,
SET INTO CONC. SLAB, 4" DEEP
CANE BOLT
"HOLD-OPEN" TABS
6'
-
0
"
T
.
O
.
W
A
L
L
GATE HARDWARE
PER MFR.
CORNER POST
w/ POST CAPS
PER MFR.
REFER. TO MFR.
FOR LOCK SPECS.
8"
C
L
E
A
R
M
I
N
.
AT
G
A
T
E
S
6'
-
0
"
T
.
O
.
W
A
L
L
KNOTWOOD
6" SLATS
KNOTWOOD
CORNER POST,
SLAB ATTACHMENT
PER MFR. RECOMMENDATIONS
TRASH ENCLOSURE SIDE ELEVATION
SCALE: 1/2" = 1'-0"
5
TRASH ENCLOSURE REAR ELEVATION
SCALE: 1/2" = 1'-0"
4
CONC. SLAB
W/ REINFORCEMENT,
PER STRUCTURAL
CONC. APRON SLAB
W/ REINFORCEMENT,
PER STRUCTURAL
KNOTWOOD
2-WAY POST,
SLAB ATTACHMENT
PER MFR. RECOMMENDATIONS
KNOTWOOD
GATE POST,
SLAB EMBEDMENT
PER MFR.
SCALE: 1/2" = 1'-0"
TRASH ENCLOSURE SIDE ELEVATION3
CURB,
PER CIVIL
CURB,
PER CIVIL,
6" MAX
CURB,
PER CIVIL,
6" MAX
CORNER GATE POST
EMBEDMENT PER MFR.
6'
-
0
"
T
.
O
.
W
A
L
L
KNOTWOOD
6" SLATS
CURB,
PER CIVIL
6'
-
0
"
T
.
O
.
W
A
L
L
KNOTWOOD
6" SLATS
CURB,
PER CIVIL, TYP.
KNOTWOOD
GATE PANELS,
PER MFR.
TRASH ENCLOSURE MATERIALS
ID MATERIAL MANUFACTURER COLOR NOTES
1
2"x2" CORNER
POST
w/ CAP
KNOTWOOD
POSTS:
BLDG DB BLUE
SLATS:
BLDG DB DARK
GRAY
CONTRACTOR TO COORD.
w/ MFR. FOR ALL
REQUIRED HARDWARE
6"x6" GATE POST
w/ CAP KNOTWOOD
6" SLATS KNOTWOOD
GATE FRAME KNOTWOOD
INTERMEDIATE
POST KNOTWOOD
KNOTWOOD
CORNER POST,
SLAB ATTACHMENT
PER MFR. RECOMMENDATIONS
KNOTWOOD
2-WAY POST,
SLAB ATTACHMENT
PER MFR. RECOMMENDATIONS
KNOTWOOD
8'-10"x5'-4" GATE FRAMES
w/ 6" SLATS, PER MFR.
TYP. OF 2
PROVIDE CANE BOLT
FOR HOLD OPEN/ CLOSE
KNOTWOOD
GATE POSTS
w/ EMBEDMENT, PER MFR.
TYP. OF 2
KNOTWOOD
2- WAY GATE POSTS
w/ ATTACHMENT PER MFR.
TYP. OF 4
KNOTWOOD
CORNER POSTS
w/ ATTACHMENT PER MFR.
TYP. OF 2
KNOTWOOD
CORNER POST,
SLAB ATTACHMENT
PER MFR. RECOMMENDATIONS
KNOTWOOD
2-WAY POST,
SLAB ATTACHMENT
PER MFR. RECOMMENDATIONS
5
A9.0
2
A9.0
4
A9.0
3
A9.0
TRASH ENCLOSURE
PLAN/ ELEVATIONS
A9.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
11.10.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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48
2
8
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1
2
5
0
S
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,
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8
4
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3
2
DB
2
5
5
0
-
A
2
-
T
ISSUED FOR PERMIT:
08.31.2023
TRASH ENCLOSURE GENERAL NOTES:
1.REFER TO STRUCTURAL FOR MASONRY, CONCRETE,
STRUCTURAL STEEL AND REINFORCING STEEL FOR
SPECIFICATIONS.
2.PROVIDE LOCKING MECHANISM ON GATES AND PEDESTRIAN
GATE
3.PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. MIN. 5 FOOT
CANDLE.
4.GATES TO BE BUILT WITH 3"x2" SQUARE STEEL TUBING WITH
ALL JOINTS FULLY WELDED TOGETHER AND 1 CROSS
MEMBER PER GATE. FRAME TO BE PRIMED AND PAINTED PER
PLAN.
2 11.10.23 CITY COMMENTS
2
2
FINISH GRADE
6'
-
0
"
T
.
O
.
W
A
L
L
POST CAPS
PER MANUF.
6" SLAT
(KES15016)
2 WAY POST
(KESP2W6525)
6"H x 6"W
CONC. CURB
7
4" STEEL GATE POST,
EMBED 36" INTO
CONC. FTG. COORDINATE W/
STRUCT.
4
A9.1
CONC. SLAB,
PER STRUCTURAL
BASEPLATE FASTENED TO
UNDERSIDE OF POST W/
#10 HOT-DIPPED
GALVANIZED FASTENERS
AND LAG BOLT INTO THE
CONCRETE SLAB PER
MANUF. SPECS.
4" SLAT
(KES10016)
3
3
6'
-
0
"
T
.
O
.
W
A
L
L
POST CAPS
PER MANUF.
BASEPLATE FASTENED TO
UNDERSIDE OF POST W/
#10 HOT-DIPPED
GALVANIZED FASTENERS
AND LAG BOLT INTO THE
CONCRETE SLAB PER
MANUF. SPECS.
2 WAY POST
(KESP2W6525)
CORNER POST
(KESP2C6525EF)
1
4x4 POST
(KEGS100100)
2
3
6" SLAT
(KES15016)
4" SLAT
(KES10016)
3
3'
-
0
"
E
M
B
E
D
,
T
Y
P
.
(4) 4'-7-1/2" x 5'-8" KNOTWOOD
SWINGING GATES,
W/ 4" STEEL GATE POST,
EMBED 36" INTO
CONC. FTG. REFER TO
STRUCTURAL
TRASH ENCLOSURE SECTION
SCALE: 1/2" = 1'-0"
1TRASH ENCLOSURE SECTION
SCALE: 1/2" = 1'-0"
2
CONC. SLAB,
PER STRUCTURAL
SLOPE: 1/8" PER FOOT
1'-6"
3'
-
0
"
M
I
N
.
1'
-
0
"
2'
-
0
"
2"
3'
-
0
"
CONCRETE CAP
6" DIA. STEEL
PIPE FILLED
w/ CONCRETE
SLOPED
CONCRETE
BASE
CONCRETE
FOOTING,
REFER TO
STRUC. FOR
REINFORCEMENT
INCREASE DEPTH WHERE
FROST DEPTH EXCEEDS 3'-0".
COORD. W/ STRUCTRUAL
FOR FROST DEPTH.
BOLLARD DETAIL
SCALE: 1/2" = 1'-0"
4 TRASH ENCLOSURE GATE JAMB DETAIL
SCALE: 1/2" = 1'-0"
3
CONC. TRASH ENCLOSURE SLAB
OVER GRAVEL, SLOPE TO DRAIN;
COORD. W/ STRUCT.
WITH 1/2" EXPANSION JOINT
1'-6"
6"
3'
-
0
"
6'
-
0
"
LARGE GATE
FRAME
(KESGF10050)
5
3
6" SLAT
(KES15016)
4" STEEL GATE POST,
EMBED 36" INTO
CONC. FTG. COORDINATE W/
STRUCT.
TRASH ENCLOSURE
DETAILS
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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48
2
8
E
1
2
5
0
S
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b
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,
U
T
8
4
0
3
2
DB
2
5
5
0
-
A
2
-
T
ISSUED FOR PERMIT:
08.31.2023
TRASH ENCLOSURE GENERAL NOTES:
1.REFER TO STRUCTURAL FOR MASONRY, CONCRETE,
STRUCTURAL STEEL AND REINFORCING STEEL FOR
SPECIFICATIONS.
2.PROVIDE LOCKING MECHANISM ON GATES AND PEDESTRIAN
GATE
3.PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. MIN. 5 FOOT
CANDLE.
4.GATES TO BE BUILT WITH 3"x2" SQUARE STEEL TUBING WITH
ALL JOINTS FULLY WELDED TOGETHER AND 1 CROSS
MEMBER PER GATE. FRAME TO BE PRIMED AND PAINTED PER
PLAN.
A9.1
SHOP DRAWING AND SUBMITTAL NOTES
1.SHOP DRAWINGS AND/OR SUBMITTALS SHALL BE FURNISHED FOR ALL
STRUCTURAL COMPONENTS. UNLESS OTHERWISE NOTED, THESE SHALL BE
SUBMITTED FOR REVIEW PRIOR TO FABRICATION IN ACCORDANCE WITH THESE
CONTRACT DRAWINGS, AND PROJECT SPECIFICATIONS (IF APPLICABLE).
CONTRACTOR SHALL ALLOW A MINIMUM OF 2 WEEKS FROM RECEIPT OF SHOP
DRAWINGS FOR ÆDIFICA CASE ENGINEERING TO PROVIDE RESPONSE.
2.PRIOR TO SUBMITTAL TO THE ENGINEER, THE CONTRACTOR AND ARCHITECT
SHALL HAVE REVIEWED THE SHOP DRAWINGS AND MADE ANY CORRECTIONS
REQUIRED. THE CONTRACTOR AND ARCHITECT SHALL STAMP AND SIGN THE
DRAWINGS, INDICATING THE SUBMITTAL HAS BEEN REVIEWED.
3.STRUCTURAL DRAWINGS ARE THE SOLE PROPERTY OF ÆDIFICA CASE
ENGINEERING. REPRODUCTION OF STRUCTURAL DRAWINGS FOR USE IN SHOP
DRAWING SUBMITTALS IS NOT ACCEPTABLE WITHOUT OUR WRITTEN
AGREEMENT.
BUILDING CODES AND STANDARDS USED FOR DESIGN
1.2018 INTERNATIONAL BUILDING CODE
OCCUPANCY CATEGORY: II
DESIGN LOADS
1.DESIGN LOADS
ROOF LIVE LOAD:20 psf
ROOF DEAD LOAD:20 psf
2.SNOW LOAD DESIGN CRITERIA
SNOW LOAD IMPORTANCE FACTOR, II:1.0
GROUND SNOW LOAD, Pg:50 psf
FLAT ROOF SNOW LOAD. Pf:35 psf
THERMAL FACTOR, Ct:1.0
EXPOSURE FACTOR, Ce:1.0
MINIMUM FROST DEPTH:3'-0"
3.WIND LOAD DESIGN CRITERIA
WIND IMPORTANCE FACTOR, II:1.0
BASIC WIND SPEED:115 MPH (3 SEC GUST)
WIND EXPOSURE CATEGORY:ENCLOSED
GCpi:+/-0.18
POSITIVE WIND ROOF PRESSURES (ASD VALUES):
-ZONE 1 10.0 psf
-ZONE 2 & 3 13.3 psf
NET UPLIFT VALUES (ASD VALUES):
-ZONE 1 21.0 psf
-ZONE 2 28.0 psf
-ZONE 3 28.0 psf
-'a' DIMENSION 3'-0"
4.SEISMIC LOAD DESIGN CRITERIA
SEISMIC IMPORTANCE FACTOR, II:1.0
SITE CLASS:D
SPECTRAL RESPONSE ACCELERATION:Ss=0.361g,S1=0.141g
SPECTRAL RESPONSE COEFFICIENTS:Sds=0.363g, Sd1=0.218g
SEISMIC DESIGN CATEGORY:D
BASIC SEISMIC-FORCE RESISTING SYSTEM:LIGHT FRAME WOOD WALLS
WITH STRUCTURAL WOOD
SHEAR PANELS
RESPONSE MODIFICATION FACTOR, R:6.5
SYSTEM OVER-STRENGTH FACTOR, OMEGAo:2.5
DEFLECTION AMPLIFICATION FACTOR, Cd:4.0
SEISMIC RESPONSE COEFFICIENT, Cs:0.056
ANALYSIS PROCEDURE USED:EQUIVALENT LATERAL FORCE
GENERAL STRUCTURAL NOTES
1.THIS DRAWING SET IS TO BE VIEWED AS A WHOLE AND COORDINATED WITH
ARCHITECTURAL, MECHANICAL, CIVIL, AND OTHER DISCIPLINES. ALL WORK
PERTAINING TO A SPECIFIC CONTRACTOR MAY OR MAY NOT BE SHOWN ON
SPECIFIC DRAWING SECTIONS. IT IS EACH SUBCONTRACTOR'S RESPONSIBILITY TO
PREPARE HIS BID FROM A COMPLETE SET OF PLANS.
2.THE CONTRACTOR SHALL FOLLOW WRITTEN DIMENSIONS ONLY. DO NOT SCALE
DRAWINGS. DIMENSIONS NOT SHOWN ON PLAN TO BE COORDINATED WITH
ARCHITECTURAL PLANS.
3.ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL APPLY AT ANY SIMILAR SITUATION ELSEWHERE ON THE JOB,
EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN.
4.THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING
ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS ARE
DESIGNED FOR "IN-PLACE" LOADS ONLY.
5.THE GENERAL CONTRACTOR SHALL VERIFY ALL OPENING SIZES, PAD SIZES, AND
LOCATIONS WITH THE RESPECTIVE CONTRACTORS.
6.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY
OF ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL
FIELD CONDITIONS.
7.THE VARIOUS SUBCONTRACTORS ARE RESPONSIBLE FOR PLACING SLEEVES,
OUTLET BOXES, ANCHORS, VENT OPENINGS, ETC. THAT MAY BE REQUIRED IN
FOUNDATION WALLS. CONSTRUCTION MANAGER SHALL COORDINATE ALL
PLACEMENT OF ITEMS IN FOUNDATION WALLS.
8.SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS AND INFORMATION.
9.ALL ELEVATIONS GIVEN ARE REFERENCED TO FINISHED FLOOR ELEVATIONS AT
100'-0", UNLESS SHOWN AS USGS ELEVATIONS.
10.WHERE GENERAL NOTES OR TYPICAL DETAILS CONTRADICT INFORMATION
PROVIDED IN BUILDING SECTIONS, THE BUILDING SECTIONS TAKE PRECEDENCE.
11.ALL HOLES THROUGH CONSTRUCTION SHALL BE CORE DRILLED OR SAWCUT.
12.ALL STAIR STRINGERS, LANDINGS, AND HANDRAILS TO BE DESIGNED AND
FABRICATED BY STAIR FABRICATOR.
13.WHERE INFORMATION PROVIDED IN THESE STRUCTURAL DRAWINGS
CONTRADICTS INFORMATION PROVIDED IN PROJECT SPECIFICATIONS, THE
SPECIFICATIONS SHALL TAKE PRECEDENCE.
14.FOR ARCHITECTURAL, MEP, & STRUCTURAL COORDINATION: MODELED ELEMENTS
SHOWN ON STRUCTURAL DRAWINGS SUCH AS TRUSSES, OPEN-WEB JOISTS, AND
JOIST GIRDERS, ARE NOT THE FINAL CONFIGURATION. ALL COORDINATION SHALL
BE PERFORMED BETWEEN THE VARIOUS TRADES AND THE SUPPLIERS OF THESE
ELEMENTS ON THE STRUCTURE, NOT WITH THE STRUCTURAL MODEL.
EXCAVATION AND EARTHWORK NOTES
1.THE BEARING VALUE AND LATERAL EARTH PRESSURES OF THE SOILS IS PER
REPORT BY: ATLAS TECHNICAL CONSULTANTS LLC, DATED AUGUST 7, 2023. THE
FOUNDATION DESIGN IS BASED ON THE FOLLOWING NET ALLOWABLE BEARING
AND LATERAL EARTH PRESSURES:
•SPREAD FOOTINGS 2,000 psf
•CONT. WALL FOOTINGS 2,000 psf
2.WATER LEVELS INDICATED ON THE BORING LOGS MAY BE SUBJECT TO SEASONAL
AND/OR ANNUAL VARIATIONS. A DEWATERING SYSTEM OF SUFFICIENT CAPACITY
SHALL BE INSTALLED AND OPERATED TO MAINTAIN THE CONSTRUCTION AREA
FREE OF WATER AT ALL TIMES.
3.ALL FOOTING EXCAVATIONS SHALL BE INSPECTED, PRIOR TO CONCRETE
PLACEMENT, BY A SOILS ENGINEER TO VERIFY SUITABLE BEARING MATERIAL OF
CAPACITY AS SPECIFIED.
4.NOTIFY THE OWNER'S REPRESENTATIVE WHEN ADDITIONAL EXCAVATION IS
REQUIRED TO REACH SUITABLE BEARING MATERIAL.
5.THE SOILS ENGINEER SHALL CERTIFY IN WRITING THAT ALL FOUNDATIONS WERE
PLACED ON SOIL WITH THE BEARING VALUE AS SPECIFIED.
6.WITHIN THE EXCAVATION AREA OF FOUNDATIONS, ALL VEGETATION, TOPSOIL,
PREVIOUSLY PLACED FILL AND UNSUITABLE SOILS SHALL BE REMOVED. ALL
FOOTINGS TO BEAR ON VIRGIN SOIL OR PROPERLY PLACED AND COMPACTED
ENGINEERED FILL.
7.FOUNDATION DESIGN DOES NOT ACCOUNT FOR WINTER CONSTRUCTION. ANY
UNENCLOSED / UNHEATED SPACES SHALL BE ADEQUATELY PROTECTED AGAINST
FROST DURING WINTER CONSTRUCTION BY THE CONTRACTOR.
8.IF ANY SOFT SPOTS, OR AREAS QUESTIONABLE FOR ANY REASONS ARE
ENCOUNTERED BY THE CONTRACTOR, ARCHITECT/ENGINEER SHALL BE NOTIFIED
IMMEDIATELY SO THAT ANY REQUIRED ACTION MAY BE TAKEN PRIOR TO
CONTINUATION OF CONSTRUCTION IN THAT AREA.
DEFERRED SUBMITTALS
THE FOLLOWING DESIGN ELEMENTS MUST BE SIGNED & SEALED BY A PROFESSIONAL
ENGINEER (PE/SE) REGISTERED IN THE STATE WHERE THIS PROJECT IS LOCATED, AND
SUBMITTED TO THE ENGINEER OF RECORD. DESIGNED DRAWINGS AND CALCULATIONS
SHALL BE SUBMITTED FOR REVIEW AND RECORD.
1.AWNING STEEL/ALUMINUM SHOP FABRICATION DRAWINGS.
2.PRE-FABRICATED WOOD TRUSS CALCULATIONS AND FABRICATION DRAWINGS
INCLUDING:
A.PLAN AND DETAILS FOR THE LOCATIONS OF ALL ERECTION/TEMPORARY AND
PERMANENT LATERAL AND DIAGONAL BRACING AND/OR BLOCKING.
B.FRAMING PLAN LAYOUT (DIMENSIONED AND TO SCALE).
C.EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED, OR OTHERWISE HAVE
PERMANENTLY AFFIXED THERE TO THE FOLLOWING INFORMATION LOCATED
WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM
CHORD.
a.IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS
b.DESIGN LOADS
c.TRUSS SPACING
CONCRETE NOTES
1.ALL CONCRETE WORK INCLUDING FORMING, REINFORCING, MIXING, PLACING, AND
CURING SHALL BE DONE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE
PRACTICE INCLUDING "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE", ACI 318, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI
301 LATEST EDITIONS.
2.IT SHALL BE THE RESPONSIBILITY OF THE MIX DESIGN SUPPLIER TO PROPORTION
MIXES APPROPRIATELY TO REACH THE REQUIRED DESIGN STRENGTH NOTED, AND
SHALL BE APPROPRIATE FOR THEIR INTENDED USE. ADMIXTURES ARE OPTIONAL.
HOWEVER, AIR-ENTRAINING ADMIXTURES SHALL BE USED FOR CONCRETE
EXPOSED TO THE EXTERIOR OR FREEZE-THAW CYCLES.
3.CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR EACH INTENDED USE
ON THE PROJECT FOR REVIEW AND APPROVAL BY THE ENGINEER OF RECORD.
CONTENTS OF THE MIX DESIGN SHALL COMPLY WITH, AND INCLUDE ALL
INFORMATION REQUIRED BY, ACI 318, CHAPTER 5 (FOR 2011 AND EARLIER CODE
EDITIONS), & CHAPTER 26 (FOR 2014 CODE EDITION). THIS INCLUDES, BUT IS NOT
LIMITED TO NUMBER OF TESTS AND AGE OF TESTS INCLUDED IN THE MIX DESIGN
REPORT.
4.ALL CONCRETE DENSITY SHALL BE NORMAL WEIGHT (145 pcf +/-5) UNLESS
OTHERWISE INDICATED. LIGHT WEIGHT CONCRETE SHALL BE 110 pcf +/-5, UNO.
5.FLY ASH ALLOWANCES:
•20% MAXIMUM BY WEIGHT IN FOOTINGS
•15% MAXIMUM BY WEIGHT IN SLABS
6.COORDINATE CONCRETE WORK WITH THAT OF OTHER TRADES TO ALLOW FOR
SETTING OF SLEEVES, ACCESSORIES, ETC.
7.ALL REINFORCING STEEL, ANCHOR RODS, DOWELS, AND INSERTS SHALL BE WELL-
SECURED IN POSITION PRIOR TO PLACING CONCRETE.
8.TEST CYLINDERS WILL BE REQUIRED (4 MINIMUM FOR 6"x12"), AND RECORDS OF
RESULTS SHALL BE SUBMITTED TO ENGINEER OF RECORD (1 AT 7 DAYS, 2 AT 28
DAYS, ONE SPARE). ALTERNATIVELY, PROVIDE 5 MINIMUM 4"x8" CYLINDERS (1 AT 7
DAYS, 3 AT 28 DAYS, ONE SPARE). SLUMP TESTS ARE RECOMMENDED.
9.CONSTRUCTION JOINTS IN CONCRETE INDICATED WITH A ROUGH, CLEAN SURFACE
SHALL HAVE A 1/4" AVERAGE AMPLITUDE.
10.ALL COLD JOINTS SHALL BE ROUGHENED AND CLEANED PRIOR TO PLACING
CONCRETE.
11.ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH IN
ACCORDANCE WITH THE FOLLOWING:
•(A) TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED
AIR +/-1 1/2%. "N" IN COLUMN INDICATES THE ADDITION OF ENTRAINED AIR IS
NOT REQUIRED, BUT IS PERMITTED. AIR ENTRAINMENT IS NOT
RECOMMENDED FOR SURFACES TO BE GIVEN A SMOOTH, DENSE, HARD-
TROWELED FINISH. COORDINATE FINISH REQUIREMENTS WITH
ARCHITECTURAL DRAWINGS AND/ OR SPECIFICATIONS.
DEVELOPMENT LENGTH OF STANDARD HOOKS IN CONCRETE NOTES
1.VALUES IN TABLE ARE BASED ON 60ksi REBAR. FOR OTHER REBAR YIELD
STRENGTHS, MULTIPLY VALUES IN THE TABLE BY THE SPECIFIED YIELD STRENGTH
DIVIDED BY 60.
2.SEE ACI 318 SECTION 12.5 FOR ALLOWABLE REDUCTIONS IN DEVELOPMENT
LENGTH. IT SHALL NOT BE LESS THAN 8 BAR DIAMETERS OR 6 INCHES.
3.VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.2 FOR EPOXY COATED BARS.
4.VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.33 WHERE LIGHT WEIGHT
CONCRETE IS USED.
5.HOOKED BARS ARE NOT CONSIDERED EFFECTIVE IN DEVELOPING BARS IN
COMPRESSION.
TENSION LAP SPLICE LENGTH IN CONCRETE NOTES
1.FOR HORIZONTAL BARS, VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.3
WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE BAR.
2.VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.5 FOR EPOXY COATED BARS
WITH CLEAR COVER LESS THAN 3 BAR DIAMETERS OR CLEAR SPACING LESS THAN
6 BAR DIAMETERS. MULTIPLY VALUES IN TABLE BY 1.2 FOR ALL OTHER EPOXY
COATED BARS.
3.VALUES IN TABLE NEED NOT TO BE MULTIPLIED BY MORE THAN 1.7 DUE TO THE
INCREASE FROM NOTES 1 AND 2.
4.VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.33 WHERE LIGHT WEIGHT
CONCRETE IS USED.
5.LAP SPLICES IN TENSION ARE NOT PERMITTED FOR BAR LARGER THAN #11. A FULL
MECHANICAL OR FULL WELDED SPLICE SHALL DEVELOP AT LEAST 1.25fy OF THE
BAR.
6.WHERE CLEAR SPACING OF BARS BEING SPLICED IS AT LEAST 2 BAR DIAMETERS
AND CLEAR COVER AT LEAST 1 BAR DIAMETER, USE CASE 1. FOR ALL OTHER BAR
ARRANGEMENTS, USE CASE 2.
7.VALUES IN THE TABLE ARE BASED ON 60ksi REBAR. FOR OTHER REBAR YIELD
STRENGTHS, MULTIPLY VALUES IN THE TABLE BY THE SPECIFIED YIELD STRENGTH
DIVIDED BY 60.
8.WHERE BARS OF DIFFERENT SIZES ARE SPLICED, PROVIDED THE LAP LENGTH OF
THE LARGER BAR.
9.WELDED WIRE REINFORCEMENT (DEFORMED OR PLAIN WIRE) SHALL BE LAPPED
ONE FULL MESH SQUARE PLUS 2 INCHES MINIMUM, BUT NOT LESS THAN 12
INCHES.
10.REBAR IN ALL CONCRETE MEMBERS SHALL BE SPLICED IN ACCORDANCE WITH
"TENSION LAP SPLICE LENGTH" TABLE, UNLESS SPECIFICALLY NOTED OTHERWISE
ON THE DRAWINGS.
REINFORCING STEEL NOTES
1.NON-WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE
60. WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A706.
2.WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY AWS QUALIFIED
WELDERS IN CONFORMANCE WITH AWS D1.1 USING E90 ELECTRODES FOR ASTM
A615 REBAR, AND E80 ELECTRODES FOR ASTM A706 REBAR UNLESS OTHERWISE
NOTED ON THE DRAWINGS.
3.WELDED WIRE REINFORCEMENT (WWR) SHALL BE SMOOTH WIRE PER ASTM A185
WITH MINIMUM YIELD STRENGTH, fy = 65 ksi, OR DEFORMED WIRE PER ASTM A497
WITH MINIMUM YIELD STRENGTH, fy = 70 ksi, UNLESS NOTED OTHERWISE.
4.MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST-IN-PLACE (NON-
PRESTRESSED) CONCRETE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED
ON THE DRAWINGS:
A.CONCRETE CAST AGAINST EARTH = 3"
B.CONCRETE EXPOSED TO WEATHER:
•#6 BAR AND LARGER = 2"
•#5 BAR AND SMALLER = 1 1/2"
C.CONCRETE NOT EXPOSED TO EARTH OR WEATHER (SLABS, WALLS, &
JOISTS):
•#14 BARS AND LARGER = 1 1/2"
•#11 BARS AND SMALLER = 3/4"
D.CONCRETE NOT EXPOSED TO EARTH OR WEATHER (BEAMS & COLUMNS):
•PRIMARY REINFORCEMENT, TIES, STIRRUPS, & SPIRALS = 1 1/2"
5.ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL
CONFORM TO THE LATEST EDITION OF ACI 315 (SP-66), DETAILS AND DETAILING OF
CONCRETE REINFORCEMENT.
6.LAP SPLICE LENGTHS FOR BARS INSTALLED IN CONCRETE AND CMU SHALL BE IN
ACCORDANCE WITH THE TABLE.
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2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
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PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
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CITY COMMENTS10.02.231
GENERAL NOTES
S1.1
STRUCTURAL ABBREVIATIONS
# POUND(S), NUMBER
&AND
(E) EXISTING
@ AT
AB ANCHOR BOLT
ADDL ADDITIONAL
ALT ALTERNATE
APPROX APPROXIMATE(LY)
ARCH ARCHITECT(URAL)
B/FTG BOTTOM OF FOOTING
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BMD BOTTOM OF METAL DECK
BOT BOTTOM
BP BASE PLATE
BRG BEARING
BTWN BETWEEN
C-C CENTER TO CENTER
CANT CANTILEVER(ED)
CFS COLD-FORMED STEEL
CIP CAST-IN-PLACE
CJ CONTROL OR CONST JOINT
CL CENTER LINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CTR CENTER
DBL DOUBLE
deg DEGREE
DF (L) DOUGLAS FIR (LARCH)
dia DIAMETER
DIM DIMENSION
do / DO DITTO
DWG DRAWING
DWL DOWEL
EA EACH
EF EACH FACE
EL ELEVATION
EMB EMBEDMENT
EQ EQUAL
ETC ET CETERA
EW EACH WAY
EXP EXPANSION
EXT EXTERIOR
FDN FOUNDATION
FF FINISH FLOOR
FIN FINISH
FLR FLOOR
FRMG FRAMING
FTG FOOTING
CONCRETE TABLE
INTENDED USE
MINIMUM 28
DAY
STRENGTH f'c
MAX
WATER-CEMENT
RATIO
TOTAL AIR
LIMITS (MAX %
RATIO) (A)
INTERIOR SLAB ON GRADE 4 ksi 0.48 3
FOOTINGS/FOUNDATION
WALLS 4 ksi 0.48
6 (WHERE
EXPOSED TO
EXT.)
CONCRETE EXPOSED TO
DE-ICERS 4.5 ksi 0.40 6
ALL CONCRETE NOT
OTHERWISE SPECIFIED 4 ksi 0.40 6
IN CONCRETE (INCHES) - 60 ksi REBAR TABLE
DEVELOPMENT LENGTH OF STANDARD HOOKS
BAR SIZE f'c = 3,000 psi f'c = 3,500 psi f'c = 4,000 psi f'c = 5,000 psi
#3 9 8 8 7
#4 11 11 10 9
#5 14 13 12 11
#6 17 16 15 13
#7 20 18 17 15
#8 22 21 19 17
#9 25 23 22 20
#10 28 26 25 22
#11 31 29 27 24
TENSION LAP SPLICE LENGTH IN CONCRETE (INCHES) - 60 KSI REBAR TABLE
f'c = 3,000psi 3,000psi 3,500psi 3,500psi 4,000psi 4,000psi 5,000psi 5,000psi
BAR SIZE CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2
#3 22 33 20 30 19 28 17 25
#4 29 43 27 40 25 37 23 34
#5 36 54 33 50 31 47 28 42
#6 43 65 40 60 37 56 34 50
#7 63 94 58 87 54 81 49 73
#8 72 107 66 99 62 93 56 83
#9 81 121 75 112 70 105 63 94
#10 91 136 84 126 79 118 71 106
#11 101 151 93 140 87 131 78 117
STRUCTURAL ABBREVIATIONS
FV FIELD VERIFY
ga GAUGE
GALV GALVANIZE(D)
HGR HANGER
HK HOOK
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL
SECTION
INT INTERIOR
JST JOIST
JT JOINT
kip 1,000 POUNDS
ksi kips PER SQUARE INCH
LB POUND
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTL METAL
NTS NOT TO SCALE
oc ON CENTER
OPNG OPENING
PAF POWER-ACTUATED
FASTENER
PARA PARAPET
PL PLATE
PLYWD PLYWOOD
psf POUNDS PER SQUARE FOOT
REINF REINFORCED, REINFORCING
REQD REQUIRED
SCHED SCHEDULE
SHTG SHEATHING
SIM SIMILAR
SPF SPRUCE PINE FIR
STD STANDARD
STL STEEL
STRUC STRUCTURAL
SYP SOUTHERN YELLOW PINE
T&B TOP AND BOTTOM
T/BRG TRUSS BEARING
T/CONC TOP OF CONCRETE
T/FTG TOP OF FOOTING
T/PARA TOP OF PARAPET
T/S TOP OF SLAB
T/STL TOP OF STEEL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
USGS US GEOLOGICAL SURVEY
VAR VARIES
VERT VERTICAL
w/ WITH
WWR WELDED WIRE
REINFORCEMENT
1
09/29/23
MASONRY LAP SPLICE LENGTH NOTES
1.CONTRACTOR SHALL PROVIDE DEVELOPMENT AND REBAR SPLICE LENGTHS
SHOWN IN THE TABLES AS A MINIMUM UNLESS INDICATED OTHERWISE IN
STRUCTURAL DETAILS OR NOTES.
2."SINGLE" INDICATES ONE BAR PER CELL. "DOUBLE" INDICATES TWO BARS PER
CELL. SEE PLAN.
3.VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.5 FOR EPOXY COATED BARS.
4.VALUES IN THE TABLE SHALL MULTIPLIED BY 1.33 WHEN USING LIGHT WEIGHT
GROUT.
REINFORCED MASONRY NOTES
1.MASONRY CONSTRUCTION SHALL CONFORM TO THE APPLICABLE PORTIONS OF
TMS 602, "SPECIFICATIONS FOR MASONRY STRUCTURES". CONCRETE MASONRY
UNITS SHALL BE CLASSIFIED AS [NORMAL WEIGHT] DENSITY AND CONFORM TO
ASTM C90. THE MASONRY ASSEMBLY SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH, [ (f'm) = 1,500 psi].
2.GROUT IN ACCORDANCE WITH ASTM C476 MAY BE FINE OR COARSE, SELF-
CONSOLIDATING OR CONVENTIONAL (AT CONTRACTOR'S OPTION), AND SHALL BE
PROPORTIONED TO ACHIEVE THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH
OF MASONRY. GROUT SHALL HAVE A DRY DENSITY OF [135] +/-3pcf. [NORMAL
WEIGHT AGGREGATES IN GROUT SHALL COMPLY WITH ASTM C404/LIGHTWEIGHT
AGGREGATES IN GROUT SHALL COMPLY WITH ASTM 330.
MORTAR SHALL COMPLY WITH PROPORTION SPECIFICATION REQUIREMENTS OF
ASTM C270.
3.ALL MASONRY WALLS SHALL HAVE CONTINUOUS HORIZONTAL BOND BEAMS WITH
SIZE AND SPACING PER MASONRY WALL ELEVATIONS. VERTICAL REINFORCEMENT
IS PER FOUNDATION DETAILS.
4.SUPPLY VERTICAL REINFORCING IN MINIMUM LENGTHS EQUAL TO 4'-0" PLUS LAP
SPLICE LENGTH PER TABLE.
5.WALL CONSTRUCTION LIFTS FOR REINFORCING BARS AND INSULATION FILL SHALL
BE PER ACI 530.
6.TYPE "S" MORTAR IS REQUIRED FOR ALL WALLS UNLESS NOTED OTHERWISE.
7.SEE ARCHITECTURAL PLANS FOR LOCATION AND DETAIL OF CONTROL JOINTS AND
EXPANSION JOINTS. SEE TYPICAL CONTROL JOINT DETAIL FOR GUIDANCE.
8.ALL STEEL BEAMS BEARING ON MASONRY SHALL HAVE MINIMUM 3 CORES WIDE
(24") AND FULL HEIGHT FILLED WITH GROUT DIRECTLY BELOW THE BEARING POINT
EXCEPT AS NOTED ON THE PLANS. REINFORCE EACH CELL WITH VERTICAL STEEL
BAR MATCHING ADJACENT WALL REBAR SIZE.
9.VERTICAL REINFORCING IS TO BE CONTINUOUS ABOVE LINTELS TO TOP OF WALL.
WELD REBAR OR WHS PER SECTIONS TO TOP OF STEEL LINTEL, GROUT CELLS
SOLID AROUND REINFORCING AS NOTED ON PLANS.
10.REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DETAILS OF DOOR
AND WINDOW OPENINGS FOR SPECIAL COURSING AND OTHER MASONRY DETAILS.
THE INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS IS INTENDED TO
DEFINE THE STRUCTURAL REQUIREMENTS ONLY.
11.ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS SHALL BE GROUTED SOLID
INTO POSITION WITH MINIMUM EDGE DISTANCE FROM ANCHOR TO EDGE OF
GROUTED PORTION OF CMU IN ALL DIRECTIONS AS NOTED ON DRAWINGS.
12.REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED ON
DRAWINGS. REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A706.
13.WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE,
IT SHALL NOT BE SLOPED MORE THAN (ONE HORIZONTAL IN 6 VERTICAL), OR 10
DEGREES. DOWEL MAY BE GROUTED INTO CELL IN VERTICAL ALIGNMENT, EVEN
THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING, AS
LONG AS THE CENTER-TO-CENTER SPACE BETWEEN THE WALL REINFORCING AND
THE DOWEL DOES NOT EXCEED 8 INCHES. DOWELS SHALL NOT BE BENT INTO
ALIGNMENT AFTER CONCRETE HAS BEEN CAST.
14.SPLICED REINFORCING SHALL BE LAPPED ACCORDING TO "MASONRY LAP SPLICE
LENGTH" TABLE. SPLICED BARS SHALL BE WIRED TOGETHER. CONTRACTOR MAY
OPT TO STAGGER SPLICES.
15.VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT
INTERVALS NOT EXCEEDING 192 DIAMETERS OF THE REINFORCING OR 10'-0"
16.REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE AND INSPECTED BEFORE
GROUTING STARTS.
17.VERTICAL GROUTING MAY BE EITHER "LOW LIFT" OR "HIGH LIFT" AT THE
CONTRACTOR'S OPTION.
18.VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE VERTICAL ALIGNMENT TO
MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 2"x3".
19.GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE
CONTINUOUS OPERATION.
20.VERTICAL REINFORCING BARS SHALL MAINTAIN MINIMUM CLEARANCES AS
FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS:
1.INSIDE FACE OF MASONRY = 3/4"
2.ADJACENT BARS NOT SPLICED = 1" OR 1 BAR DIAMETER, WHICHEVER IS
GREATER.
21.INSULATION INSERTS ARE NOT PERMITTED IN GROUTED CELLS.
22.PRISM TESTS IN ACCORDANCE WITH ASTM C1314 AND ASTM C140 SHALL BE
PERFORMED WITH TEST REPORTS SENT TO ARCHITECT AND EOR FOR RECORD.
REFER TO SPECIAL INSPECTIONS TABLE ITEM "EVALUATION OF STRENGTH" FOR
ADDITIONAL INFORMATION.
WOOD FRAMING NOTES
1.WOOD FRAMING SHALL CONFORM TO THE "LUMBER TABLE" UNLESS NOTED
OTHERWISE.
2.FOR WOOD FASTENING REQUIREMENTS, REFER TO TABLE 2304.9.1 FOR IBC 2012
AND OLDER, OR TABLE 2304.10.1 FOR IBC 2015 AND NEWER.
3.ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE NOTED (HOT-
DIPPED GALVANIZED NAILS ARE REQUIRED WHEN IN CONTACT WITH
PRESERVATIVE TREATED OR FIRE-RETARDANT TREATED WOOD). SEE "WOOD
FASTENER TYPES SCHEDULE" FOR MINIMUM FASTENER DIMENSIONS. NAILS IN
CONTACT WITH FIRE RETARDANT TREATED OR PRESSURE TREATED WOOD SHALL
BE HOT-DIP GALVANIZED (ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316).
WHEN REQUIRED TO PREVENT SPLITTING, PRE-DRILL FOR NAILS WITH 1/8"
DIAMETER DRILL BIT.
4.BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A307 AND ANSI/ASME
STANDARD B18.2.1-1981, AND SHALL BE GALVANIZED. BOLTS AND LAG SCREWS IN
CONTACT WITH FIRE RETARDANT TREATED OR PRESSURE TREATED WOOD SHALL
BE HOT-DIP GALVANIZED (ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316).
STANDARD WASHERS SHALL BE PROVIDED UNDER HEAD AND NUT OF ALL BOLTS
IN WOOD FRAMING. BOLT THREADS SHALL NOT BEAR ON WOOD. DRILLED HOLES
FOR BOLTS SHALL BE 1/16" LARGER IN DIAMETER THAN BOLT.
5.ALL BOLTS SHALL BE RETIGHTENED IMMEDIATELY PRIOR TO CLOSING IN FRAMING.
6.METAL FRAMING CONNECTORS SHALL BE "SIMPSON" BRAND OR ENGINEERED
APPROVED EQUIVALENT AND SHALL BE GALVANIZED. METAL FRAMING
CONNECTORS IN CONTACT WITH FIRE RETARDANT TREATED OR PRESSURE
TREATED WOOD SHALL BE HOT-DIP GALVANIZED (ASTM A123) OR STAINLESS
STEEL (TYPE 316L). METAL FRAMING CONNECTORS SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S LATEST PUBLISHED INSTALLATION
INSTRUCTIONS USING THE LARGER SIZE AND QUANTITY OF FASTENERS
INDICATED, UNLESS OTHERWISE NOTED.
7.WASHERS USED IN SHEAR WALLS AND ANCHOR HOLD DOWNS SHALL BE SQUARE
WASHERS OF SIZE AND THICKNESS INDICATED IN "TYPICAL WALL SHEATHING AND
FASTENER SCHEDULE". ROUND WASHERS ARE NOT ACCEPTABLE FOR SHEAR
WALL APPLICATIONS.
8.ALL BOLTS, WASHERS, NAILS, METAL FRAMING CONNECTORS AND OTHER
FASTENERS IN CONTACT WITH PRESERVATIVE OR FIRE RETARDANT TREATED
LUMBER SHALL BE HOT-DIPPED GALVANIZED (ASTM A153) OR STAINLESS STEEL
(TYPE 304 OR 316).
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT WOOD USED FOR
STRUCTURAL PURPOSES IS KEPT AS DRY AS POSSIBLE BEFORE AND DURING
CONSTRUCTION. A MAXIMUM MOISTURE CONTENT SHALL BE MAINTAINED UNTIL
THE BUILDING ENVELOPE IS CLOSED IN AND WATER-PROOFED AS FOLLOWS:
A.KILN-DRIED LUMBER: 19%
B.TIMBERS: 19%
C.LVL & PSL: 12%
D.PLYWOOD: 8%
E.OSB: 4%
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2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
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1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
GENERAL NOTES
S1.2
LUMBER TABLE
MEMBER SPECIES GRADE
2x PLATES,
STRIPPING,
MISC
CONCEALE
D
FRAMING,
BLKG, &
FIRE
STOPPING
[DOUGLAS FIR-LARCH]NO 2
SILLS ON
CONCRETE
OR
MASONRY
PRESSURE TREATED [DOUGLAS
FIR-LARCH]NO 2
2x LUMBER [DOUGLAS FIR-LARCH]NO 2
TIMBER 5x5
AND
LARGER
[DOUGLAS FIR-LARCH]NO 1
LAMINATED
VENEER
LUMBER
(LVL)
HEADERS,
BEAMS,
STRINGERS
AND POSTS
PER MANUFACTURER
ICC ESR-1254. GRADE 1.9E; OR ICC
ESR-1307, GRADE 1.9E; OR ICC
ESR-1618, GRADE 1.9E; OR ICC
ESR-1994, GRADE 2.0E
SHEAR
WALL
SHEATHING
PER MANUFACTURER APA RATED [SHEATHING],
EXPOSURE 1 (PS 1 OR PS 2)
ROOF
SHEATHING PER MANUFACTURER APA RATED [SHEATHING],
EXPOSURE 1 (PS 1 OR PS 2)
f'm = 1,500 psi - MASONRY LAP SPLICE LENGTH (INCHES) TABLE
CMU SIZE 8" 10" 10" 12" 12"
BAR SIZE
STD HOOK
DEVELOPMENT
LENGTH (IN)
SINGLE DOUBLE SINGLE DOUBLE
#3 5 12 12 13 12 13
#4 6 15 12 23 12 23
#5 8 23 18 36 15 36
#6 9 43 34 70 28 70
#7 10 60 46 84 38 84
#8 12 92 71 96 57 96
CONNECTION FASTENING LOCATION
WOOD FRAMING FASTENING SCHEDULE (IBC TABLE 2304.9.1 OR 2304.10.1)
JOIST TO SILL OR GIRDER
(4) 8d COMMON (2 1/2" x 0.131")
(4) 3" x 0.131" NAILS
(4) 3" 14ga STAPLES
TOENAIL
BRIDGING TO JOIST
(2) 8d COMMON (2 1/2" x 0.131")
(2) 3" x 0.131" NAILS
(2) 3" 14ga STAPLES
TOENAIL EACH END
1" x 6" SUBFLOOR OR LESS TO
EACH JOIST (2) 8d COMMON (2 1/2" x0.131") FACE NAIL
WIDER THAN 1" x 6" SUBFLOOR TO
EA JOIST (3) 8d COMMON (2 1/2" x 0.131") FACE NAIL
2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2" x 0.162") BLIND AND FACE NAIL
SOLE PLATE TO JOIST OR
BLOCKING
16d (3 1/2" x 0.135") @ 16"oc
3" x 0.131" NAILS @ 8"oc
3" 14ga STAPLES @ 12"oc
TYPICAL FACE NAIL
SOLE PLATE TO JOIST OR
BLOCKING AT BRACED WALL
PANEL
(3) 16d (3 1/2" x 0.135") @ 16"oc
(4) 3" x 0.131" NAILS @ 16"oc
(4) 3" 14ga STAPLES @ 12"oc
BRACED WALL PANELS
TOP PLATE TO STUD
(2) 16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
END NAIL
DOUBLE STUDS
16d (3 1/2" x 0.135") @ 24"oc
3" x 0.131" NAILS @ 8"oc
3" 14ga STAPLES @8"oc
FACE NAIL
DOUBLE TOP PLATES
16d (3 1/2" x 0.135") @ 16"oc
3" x 0.131" NAILS @ 12"oc
3" 14ga STAPLES @ 12"oc
TYPICAL FACE NAIL
DOUBLE TOP PLATE LAP SPLICES
(8) 16d COMMON (3 1/2" x 0.162")
(12) 3" x 0.131" NAILS
(12) 3" 14ga STAPLES
LAP SPLICES
BLOCKING BETWEEN JOISTS OR
RAFTERS TO TOP PLATE
(3) 8d COMMON (2 1/2" x 0.131")
(3) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
TOENAIL
RIM JOIST TO TOP PLATE
8d (3 1/2" x 0.135") @ 6"oc
3" x 0.131" NAILS @ 6"oc
3" 14ga STAPLES @ 6"oc
TOENAIL
TOP PLATES, LAPS AND
INTERSECTIONS
16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS
(3) 3" 14gaSTAPLES
FACE NAIL
CONTINUOUS HEADER, TWO
PIECES (2) 16d COMMON (3 1/2" x 0.162") 16"oc ALONG EDGE
CEILING JOISTS TO PLATE
(3) 8d COMMON (2 1/2" x 0.131")
(5) 3" x 0.131" NAILS
(5) 3" 14ga STAPLES
TOENAIL
CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 1/2" x 0.131") TOENAIL
CEILING JOISTS, LAPS OVER
PARTITIONS (SEE CBC SECTION
2308.10.4.1 TABLE 2308.10.4.1)
(3) 16d COMMON (3 1/2" x 0.162")
(4) 3" x 0.131" NAILS
(4) 3" 14ga STAPLES
FACE NAIL
CEILING JOISTS TO PARALLEL
RAFTERS
(3) 16d COMMON (3 1/2" x 0.162")
(4) 3" x 0.131" NAILS
(4) 3" 14ga STAPLES
FACE NAIL
RAFTER TO PLATE
(3) 8d COMMON (2 1/2" x 0.131")
(3) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
TOENAIL
1" DIAGONAL BRACE TO EACH
STUD AND PLATE
(2) 8d COMMON (2 1/2" x 0.131")
(2) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
FACE NAIL
1" x 8" SHEATHING TO EACH
BEARING (3) 8d COMMON (2 1/2" x 0.131") FACE NAIL
WIDER THAN 1" x 8" SHTG TO EA
BEARING (2) 8d COMMON (2 1/2" x0.131") FACE NAIL
BUILT-UP CORNER STUDS
16d COMMON (3 1/2" x 0.162")
3" x 0.131" NAILS
3" 14ga STAPLES
24"oc, 16"oc, 16"oc
2" PLANKS 16d COMMON (3 1/2" x 0.162")AT EACH BEARING
LEDGER STRIP
(3) 16d COMMON (3 1/2" x 0.162")
(4) 3" x 0.131" NAILS
(4) 3" 14ga STAPLES
FACE NAIL
STUD TO SOLE PLATE
(4) 8d COMMON (2 1/2" x 0.131")
(4) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
TOENAIL
STUD TO SOLE PLATE
(2) 16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
ENDWALL
BUILT-UP GIRDERS AND BEAMS
20d COMMON (4" x 0.192") @ 32"oc
3" x 0.131" NAIL @ 24"oc
3" 14ga STAPLES @ 24"oc
FACE NAIL @ TOP AND
BOTTOM
BUILT-UP GIRDERS AND BEAMS
(2) 20d COMMON (4" x 0.192")
(3) 3" x 0.131" NAILS
(3) 3" x 14ga STAPLES
FACE NAIL @ ENDS AND @
EACH SPLICE
JACK RAFTER TO HIP
(3) 10d COMMON (3" x 0.148")
(4) 3" x 0.131" NAILS
(4) 3" 14ga STAPLES
TOENAIL
JACK RAFTER TO HIP
(2) 16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
FACE NAIL
ROOF RAFTER TO 2x RIDGE BEAM
(2) 16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
TOENAIL
ROOF RAFTER TO 2x RIDGE BEAM
(2) 16d COMMON (3 1/2" x 0.162")
(3) 3" x 0.131" NAILS
(3) 3" 14ga STAPLES
FACE NAIL
WOOD STRUCTURAL PANELS AND
PARTICLEBOARD
1/2" THICK AND LESS:
8d COMMON (2 1/2" x 0131")
19/32" THICK AND GREATER:
10d COMMON (3" x 0.148")
6"oc AT PANEL EDGES AND
12"oc FIELD, UNLESS
OTHERWISE NOTED
FLOOR, ROOF AND WALL
SHEATHING (TO FRAMING)
1/2" THICK AND LESS:
8d COMMON (2 1/2" x 0131")
19/32" THICK AND GREATER:
10d COMMON (3" x 0.148")
6"oc AT PANEL EDGES AND
12"oc FIELD, UNLESS
OTHERWISE NOTED
09/29/23
STRUCTURAL STEEL NOTES
1.FABRICATION AND ERECTION OF STRUCTURAL STEEL MEMBERS IS TO BE IN
ACCORDANCE WITH "AISC CODE OF STANDARD PRACTICE", LATEST EDITION.
2.IT IS THE RESPONSIBILITY OF THE STEEL FABRICATOR TO DESIGN THE
CONNECTIONS (FOR TRASH ENCLOSURE STRUCTURAL STEEL). CONNECTIONS ARE
TO BE IN ACCORDANCE WITH CURRENT AISC STANDARDS AND APPLICABLE
GOVERNMENT CODES. ALL CONNECTIONS SHALL BE BOLTED OR WELDED AND
SHALL DEVELOP 60% OF THE ALLOWABLE UNIFORM LOAD TABULATED IN THE AISC
"MANUAL OF STEEL CONSTRUCTION" FOR ALLOWABLE STRESS DESIGN, 10k (ASD),
OR SHEAR REACTION SHOWN ON THE DRAWINGS, WHICHEVER IS GREATER.
3.ANCHOR RODS TO BE ASTM F1554, GRADE 36 FULLY-THREADED RODS WITH PLATE
WASHERS AND NUTS ON THE BOTTOM UNLESS NOTED OTHERWISE.
4.BOLT HOLES SHALL BE 1/16" OVERSIZE UNLESS OTHERWISE NOTED ON THE
DRAWINGS. FIELD BURNING OF BOLT HOLES SHALL NOT BE PERMITTED.
5.WELDING SHALL BE PERFORMED BY AWS QUALIFIED WELDERS IN CONFORMANCE
WITH AWS D1.1, USING E70 SERIES ELECTRODES, UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
6.ALL STEEL SHALL BE SHOP PAINTED WITH A STANDARD ALKYD PRIMER (GRAY).
FOR HARSH ENVIROMENTS USE A GRAY ZINC ORGANIC OR INORGANIC PRIMER.
7.FABRICATE ALL BEAMS WITH THE MILL CAMBER UP.
8.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS
AND GRADES:
•ANGLES, CHANNELS, PLATES, BARS, AND RODS = A36, fy = 36ksi
•RECTANGULAR HSS = A500 GRADE B, fy = 46ksi
•ROUND HSS = A500 GRADE B, fy = 42ksi
•STRUCTURAL PIPE = A53 GRADE B, fy = 35ksi
POST-INSTALLED ANCHOR NOTES
POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE
CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE
ENGINEER OF RECORD PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF
MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING
POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL
BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
INSTRUCTIONS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE
SPECIFIED ON THESE DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY
A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE
THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING, AT A MINIMUM, THE
PERTINENT EQUIVALENT PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USING
THE BUILDING CODE.
1.TYPICAL POST-INSTALLED ANCHORS IN CONCRETE AND CMU SHALL COMPLY WITH
THE LATEST OF THEIR RESPECTIVE ICC EVALUATION REPORTS.
2.WHEN INSTALLING ANCHORS IN CONCRETE AND CMU, CONTRACTOR SHALL
LOCATE EXISTING REINFORCING STEEL, CONDUITS, ETC, PRIOR TO DRILLING FOR
ANCHORS. CONTRACTOR SHALL USE CARE AND CAUTION TO PREVENT DAMAGE
TO EXISTING REINFORCING BARS.
3.CONTRACTOR SHALL PROVIDE 1" MINIMUM CLEARANCE BETWEEN EDGES OF ANY
HOLES FOR POST-INSTALLED ANCHORS AND EXISTING REINFORCING STEEL.
4.CONTRACTOR SHALL PROVIDE INSPECTION AND TESTING AS REQUIRED PER THE
"SPECIAL INSPECTIONS" SECTION OF THESE GENERAL STRUCTURAL NOTES.
PRE-FABRICATED WOOD TRUSS NOTES
1.DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WITH THE TRUSS PLATE
INSTITUTE PUBLICATION "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED
WOOD TRUSSES", LATEST EDITION.
2.PROVIDE ALL PERMANENT TRUSS BRACING INDICATED ON DRAWINGS OR
SPECIFIED BY TRUSS MANUFACTURER. IN ADDITION, PROVIDE TEMPORARY
BRACING AS INDICATED IN THE TRUSS PLATE INSTITUTE BOOKLET "BRACING
WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS BWT-76".
3.NO FIELD MODIFICATIONS OF TRUSSES ARE PERMITTED UNLESS FABRICATOR
PROVIDES CALCULATIONS AND DRAWINGS SHALL BE SIGNED AND SEALED BY A
REGISTERED ENGINEER (REGISTERED IN THE STATE WHERE THE PROJECT IS
LOCATED).
4.REFER TO "DEFERRED SUBMITTALS" FOR ADDITIONAL REQUIREMENTS.
SPECIAL INSPECTIONS
1.REFER TO THE SPECIAL INSPECTION TABLES FOR THE LIST OF ELEMENTS OF
CONSTRUCTION THAT SHALL REQUIRE SPECIAL INSPECTION. THIS SHALL BE
CONSIDERED A GUIDE, AND THE CONTRACTOR AND INSPECTOR SHALL REFER TO
THE IBC FOR COMPLETE REQUIREMENTS, QUALIFICATIONS, EXCEPTIONS, AND
SUBMITTALS. REFER TO IBC SECTION 1704 FOR 2003-2009 CODES, AND SECTION
1705 FOR 2012-2015 CODES. THE OWNER SHALL BE RESPONSIBLE FOR EMPLOYING
THE SPECIAL INSPECTION AGENCY. ANY "OBSERVATIONS" BY THE EOR WILL NOT
BE TO PERFORM SPECIAL INSPECTIONS AND SHALL NOT BE INTERPRETED AS
SUCH.
2.COPIES OF ALL INSPECTION REPORTS THAT REPORT COMPLIANCE SHALL BE
SUBMITTED TO THE ARCHITECT OF RECORD, STRUCTURAL ENGINEER OF RECORD,
AND BUILDING INSPECTOR WITHIN 7 CALENDAR DAYS OF COMPLETION OF THAT
PORTION OF WORK. A MINIMUM OF ONE (1) PROGRESS REPORT PER MONTH FOR
EACH TYPE OF CONSTRUCTION REQUIRING SPECIAL INSPECTION SHALL BE
SUBMITTED TO THE STRUCTUAL ENGINEER OF RECORD.
3.SPECIAL INSPECTOR SHALL INFORM ENGINEER OF RECORD IMMEDIATELY OF NON-
COMPLIANCE WITH CONSTRUCTION DOCUMENTS OR APPROVED SUBMITTALS.
CONTACT ENGINEER OF RECORD THE SAME DAY NON-COMPLIANCE IS
DISCOVERED AND FOLLOW UP WITH AN OFFICIAL REPORT WITHIN 2 BUSINESS
DAYS.
4.THE SPECIAL INSPECTIONS IDENTIFIED ON THE PLANS ARE IN ADDITION TO, AND
NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A
BUILDING INSPECTOR.
5.SPECIAL INSPECTIONS ARE NOTED AS EITHER "CONTINUOUS" OR "PERIODIC". A
"CONTINUOUS" INSPECTION REQUIRES THE PRESENCE OF A QUALIFIED
INSPECTOR IN THE VICINITY OF THE WORK BEING PERFORMED FOR 100% OF THAT
WORK. A "PERIODIC" INSPECTION REQUIRES PART-TIME OBSERVATION OF THE
WORK BEING PERFORMED. THE INSPECTOR SHALL ALSO OBSERVE THE FINAL
CONDITION OF THE WORK BEFORE IT IS CLOSED FROM VIEW.
6.WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL
INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC
LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED,
IT SHALL BE THE RESPONSIBILITY OF THE AGENT TO EMPLOY A SUFFICIENT
NUMBER OF SPECIAL INSPECTORS TO ASSURE THAT ALL WORK IS CONTINUOUSLY
INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS.
CE
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
GENERAL NOTES
S1.3
PRE-FABRICATED WOOD ROOF TRUSSES - DESIGN CRITERIA TABLE
TOP CHORD 20 psf LIVE LOAD
10 psf DEAD LOAD
SNOW LOAD AND WIND LOAD PER ROOF PLAN AND NOTES
BOTTOM CHORD 10 psf LIVE LOAD (NOT CONCURRENT WITH TOP CHORD LIVE LOAD)
10 psf DEAD LOAD
WIND UPLIFT PER "DESIGN LOADS" ON THESE GENERAL NOTES
LOAD DURATION
FACTOR
AS REQUIRED
TRUSS SPACING PER PLAN
DEFLECTION
LIMITS
L/240 MAXIMUM TOTAL LOAD
L/360 MAXIMUM LIVE LOAD
CAMBER 75 PERCENT OF DEAD LOAD
NOTE: "SD" AND "SDS" SCREWS ARE MANUFACTURED BY SIMPSON
STRONG-TIE.
WOOD FASTENER TYPES SCHEDULE
TYPE DIAMETER LENGTH
16d COMMON 0.162"3 1/2"
16d SINKER 0.148"3 1/4"
10d COMMON 0.148"3"
8d COMMON 0.131"2 1/2"
#9 SD SCREW 0.131"1 1/2" OR 2 1/2"
#10 SD SCREW 0.161"1 1/2" OR 2 1/2"
SDS SCREW 0.25"VARIES 1 1/2"-8"
SPECIAL INSPECTIONS - SOILS AND FOUNDATIONS TABLE
ITEM INSPECTION
FREQUENCY SCOPE
SOILS PERIODIC
VERIFY MATERIALS BELOW SHALLOW
FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE
DESIGN BEARING CAPACITY; VERIFY
EXCAVATIONS ARE EXTENDED TO PROPER
DEPTH AND HAVE REACHED PROPER MATERIAL;
PERFORM CLASSIFICATION AND TESTING OF
COMPACTED FILL MATERIALS; PRIOR TO
PLACEMENT OF COMPACTED FILL, INSPECT
SUBGRADE AND VERIFY THAT SITE HAS BEEN
PREPARED PROPERLY
SOILS CONTINUOUS
VERIFY USE OF PROPER MATERIALS, DENSITIES,
LIFT THICKNESSES, AND COMPACTION OF FILL;
VERIFY MATERIALS AND PROCEDURES COMPLY
WITH THE GEOTECHNICAL REPORT
SPECIAL INSPECTIONS - CONCRETE TABLE
ITEM INSPECTION
FREQUENCY SCOPE
REINFORCEMENT PERIODIC
INSPECT REINFORCEMENT (INCLUDING
PRESTRESSING TENDONS) AND PLACEMENT;
VERIFY CONFORMANCE WITH CONSTRUCTION
DOCUMENTS, AND THAT BARS ARE FREE
FROM MATERIALS THAT COULD PREVENT
BOND, ARE ADEQUATELY LAPPED, SPLICED,
TIED, AND SUPPORTED
ANCHOR
INSTALLATION PERIODIC INSPECT CAST-IN-PLACE ANCHORS AND
BOLTS
ANCHOR
INSTALLATION PERIODIC
INSPECT POST-INSTALLED MECHANICAL AND
ADHESIVE ANCHORS NOT OTHERWISE
SPECIFIED
ANCHOR
INSTALLATION CONTINUOUS
INSPECT POST-INSTALLED MECHANICAL AND
ADHESIVE ANCHORS PER THE
REQUIREMENTS IN THEIR RESPECTIVE ICC-ES
REPORTS
MIX DESIGN PERIODIC VERIFY USE OF APPROVED MIX DESIGN
SAMPLING AND
TESTING CONTINUOUS
PRIOR TO CONCRETE PLACEMENT,
FABRICATE SPECIMENS FOR STRENGTH
TESTING; PERFORM SLUMP AND AIR
CONTENT TESTS, AND DETERMINE
TEMPERATURE OF THE CONCRETE
CONCRETE
PLACEMENT PERIODIC
INSPECT FORMWORK FOR SHAPE, LOCATION,
AND DIMENSIONS OF CONCRETE MEMBER
BEING FORMED
CONCRETE
PLACEMENT CONTINUOUS CONCRETE PLACEMENT
FOR OCCUPANCY CATEGORY I, II, III STRUCTURES
(LEVEL B QUALITY ASSURANCE)
SPECIAL INSPECTIONS - MASONRY - LEVEL 1 INSPECTION
ITEM INSPECTION
FREQUENCY SCOPE
REINFORCEMENT PERIODIC
LAPPING AND SPLICING OF REBAR; LOCATION,
PLACEMENT, GRADE, SIZE, AND TYPE OF
REINFORCEMENT AND CONNECTORS
REINFORCEMENT CONTINUOUS WELDING OF REINFORCING BARS
INSTALLATION OF
MASONRY,
GROUT, AND
MORTAR
PERIODIC
CONSTRUCTION OF MORTAR JOINTS; SIZE
AND LOCATION OF STRUCTURAL ELEMENTS;
PROTECTION OF MASONRY IN COLD
WEATHER (BELOW 40˚F) OR HOT WEATHER
(ABOVE 90˚F); CLEAN GROUT SPACE
INSTALLATION OF
MASONRY,
GROUT, AND
MORTAR
CONTINUOUS GROUT PLACEMENT IN CELLS WITH STEEL
REINFORCEMENT
MIXING OF
MORTAR AND
GROUT
PERIODIC PROPORTIONS OF SITE-PREPARED MORTAR
AND GROUT
ANCHORS PERIODIC
GROUT PLACEMENT IN CELLS WITH STEEL
REINFORCEMENT OR PRESTRESSING
BONDED TENDONS
ANCHORS PERIODIC
INSPECT POST-INSTALLED MECHANICAL AND
ADHESIVE ANCHORS PER THE
REQUIREMENTS IN THEIR RESPECTIVE ICC-ES
REPORTS
EVALUATION OF
STRENGTH CONTINUOUS
PREPARATION OF GROUT SPECIMENS,
MORTAR SPECIMENS, AND/ OR PRISMS;
VERIFY f'm PRIOR TO CONSTRUCTION. A "SET"
IS HEREBY DEFINED AS A MINIMUM OF 4
PRISM SPECIMENS. A MINIMUM OF 1 SET
SHALL BE PREPARED AND TESTED FOR EACH
DAY MASONRY IS INSTALLED. TEST 1 PRISM
AT 7 DAYS, 2 AT 28 DAYS, AND THE 4th PRISM
AT THE EOR'S DIRECTION, IF REQUIRED.
REPORT ALL TEST RESULTS TO THE
ARCHITECT AND EOR WITHIN 3 WORKING
DAYS OF TESTING.
MISCELLANEOUS PERIODIC
COMPLIANCE WITH REQUIRED INSPECTION
PROVISIONS OF THE CONSTRUCTION
DOCUMENTS AND THE APPROVED
SUBMITTALS SHALL BE VERIFIED
SPECIAL INSPECTIONS - STEEL TABLE
ITEM INSPECTION
FREQUENCY SCOPE
MATERIAL
VERIFICATION PERIODIC
HIGH STRENGTH BOLTS, NUTS, AND
WASHERS: REVIEW MANUFACTURER'S
CERTIFICATE OF COMPLIANCE;
IDENTIFICATION MARKINGS TO CONFORM
TO ASTM STANDARDS SPECIFIED IN THE
CONSTRUCTION DOCUMENTS
MATERIAL
VERIFICATION PERIODIC
STRUCTURAL STEEL: REVIEW
MANUFACTURER'S CERTIFIED MILL TEST
REPORTS; IDENTIFICATION MARKINGS ON
STEEL SHAPES TO CONFORM TO AISC
STANDARDS SPECIFIED IN THE
CONSTRUCTION DOCUMENTS
MATERIAL
VERIFICATION PERIODIC
WELD FILLER MATERIALS: REVIEW
MANUFACTURER'S CERTIFICATE OF
COMPLIANCE; IDENTIFICATION MARKINGS
TO CONFORM WITH AWS SPECIFICATIONS
IN THE CONSTRUCTION DOCUMENTS
MATERIAL
VERIFICATION PERIODIC
COLD-FORMED STEEL DECK: REVIEW
MANUFACTURER'S CERTIFIED TEST
REPORTS; IDENTIFICATION MARKINGS TO
CONFORM TO ASTM STANDARDS
SPECIFIED IN THE CONSTRUCTION
DOCUMENTS
WELDING PERIODIC SINGLE PASS FILLET WELDS NOT GREATER
THAN 5/16"
STRUCTURAL
DETAILS PERIODIC
INSPECT STEEL FRAME FOR COMPLIANCE
WITH CONSTRUCTION DOCUMENTS FOR
MEMBER SIZES AND LOCATIONS, BRACING,
AND CONNECTIONS
METAL DECK PERIODIC
INSPECT PUDDLE WELDING, SCREW
ATTACHMENTS, AND SIDELAP FASTENING
OF ROOF AND FLOOR DECK
SPECIAL INSPECTIONS - WOOD TABLE
ITEM INSPECTION
FREQUENCY SCOPE
PREMANUFACTURED
WOOD STRUCTURAL
ELEMENTS AND
ASSEMBLIES
-SEE "OFF-SITE FABRICATION" SPECIAL
INSPECTION TABLE
DIAPHRAGM AND
SHEAR WALL PERIODIC
WOOD SHEAR WALLS, SHEAR PANELS, AND
DIAPHRAGMS, INCLUDING NAILING, BOLTING,
ANCHORING, AND OTHER FASTENING TO
COMPONENTS OF THE MAIN LATERAL
SYSTEM WHEN THE FASTENER SPACING IS
LESS THAN OR EQUAL TO 4 INCHES ON
CENTER
ELEMENTS AND ASSEMBLIES, AND STEEL FABRICATING)
(INCLUDING PRE-MANUFACTURED WOOD STRUCTURAL
SPECIAL INSPECTIONS - OFF-SITE FABRICATION
ITEM INSPECTION
FREQUENCY SCOPE
FABRICATION
AND
IMPLEMENTATIO
N PROCEDURES
PERIODIC
VERIFY THAT FABRICATOR MAINTAINS
DETAILED FABRICATION AND QUALITY
CONTROL PROCEDURES THAT PROVIDE A
BASIS FOR INSPECTION CONTROL OF THE
WORKMANSHIP AND THE FABRICATOR'S
ABILITY TO CONFORM TO APPROVED
CONSTRUCTION DOCUMENTS AND
REFERENCED STANDARDS; REVIEW
PROCEDURES FOR COMPLETENESS AND
ADEQUACY RELATIVE TO THE CODE
REQUIREMENTS FOR THE FABRICATOR'S
SCOPE OF WORK
NOTE -
SPECIAL INSPECTION FOR OFF-SITE
FABRICATION IS NOT REQUIRED FOR
FABRICATORS APPROVED BY THE BUILDING
OFFICIAL IN ACCORDANCE WITH THE CODE
09/29/23
CONT BEVELED
2" BY t/2 KEYWAY
SAWCUT 1/8"x t/4 DEEP SLAB REINF CONTINUITY
SHALL BE MAINTAINED
VAPOR BARRIER COMPACTED
GRANULAR FILL
SAWCUT 1/8"x t/4 DEEP
NOTES:
1. SAW-CUT CONTROL JOINTS TO BE CUT AS SOON AS SURFACE WILL NOT BE TORN, ABRADED, OR
OTHERWISE DAMAGED BY CUTTING ACTION. (WITHIN 8 TO 10 HR. OF BURNISHING)
2. SPACE CONTROL JOINTS AT 10'-0" MAX. FOR INTERIOR SLABS UNO ON PLANS.
VAPOR BARRIER COMPACTED
GRANULAR FILL
CONTROL JOINTCONSTRUCTION JOINT
t/
2
SLAB REINF CONTINUITY
SHALL BE MAINTAINED
3. CONSTRUCTION JOINTS TO BE USED AT END OF EACH POUR.
PL
A
N
PE
R
PLAN
PE
R
t
2'-0" MIN
48 dia
0"
T
Y
P
0" TYP
2'-0" MIN
48 dia
2'-0" MIN
48
d
i
a
2'-0" MIN
48
d
i
a
2'-0" MIN
48 dia
#5 MIN VERT -TYP
PLAN OF ALT CORNER PLAN OF INTERSECTION PLAN OF TYPICAL CORNER
NOTES:
1. WHERE SINGLE CURTAIN OF REINFORCING OCCURS, BEND BARS AS SHOWN FOR
OUTSIDE BARS.
2. FOR MORE THAN 2 BARS PER LAYER, EXTEND INNER BARS 12" INTO
PERPENDICULAR FOOTING. OUTER BARS SHALL BE PLACED AS INDICATED.
3. CORNER BARS TO MATCH WALL REINFORCEMENT.
2"
3'
-
0
"
M
I
N
1' - 6"
1'
-
0
"
2'
-
0
"
3'
-
0
"
CONCRETE CAP
6"dia STD GALV STL
PIPE FILLED w/
CONCRETE
SLOPED CONCRETE
BASE
CONC
FOOTER
NOTE:
INCREASE DEPTH TO FROST
DEPTH WHERE FROST IS
GREATER THAN 3' -0".
#3 TIES @
9"oc MAX
(4)-#5 VERT
BARS
1
1
TOP OF FTG
BOTTOM OF FTG
ENGINEERED
BACKFILL
PIPE, CONDUIT
DUCT BANK. ETC.
BELOW BOTTOM OF FOOTING
PIPE DIAMETER +12"
(MIN. 24" WIDE)
TOP OF FTG BOTTOM BAR
CONCRETE
OUTLINE
CLOSE TO BOTTOM OF FOOTING
PIPE SLEEVE
PIPE
NOTE:
PIPE SLEEVE I.D. 2" LARGER THAN O.D. OF PIPE TYPICAL
UNLESS NOTED OTHERWISE. CAULK OR PROVIDE
FLOWABLE GROUT w/COMPRESSIBLE WRAP AROUND
PIPE.
TOP OF FTG
PIPE SLEEVE
BOTTOM BAR BOTTOM OF
FOOTING
CLEAR OF TOP & BOTTOM BAR IN FOOTING OR
FOUNDATION WALL (OR TRENCH
FOOTING/GRADE BM.)
TOP BAR (AS APPLICABLE)
2' - 0"
6"
(M
I
N
)
1'
-
0
"
6"6"(M
I
N
)
2"
C
L
R
(M
I
N
)
2"
C
L
R
BOTTOM OF FTG
FIELD DETERMINE
TRENCH WIDTH
2 -#4 CONT
(E) CONC
SLAB
#4 DOWEL x TRENCH WIDTH SPACED @
18"oc, DRILL & EPOXY w/ HILTI HIT-RE 500-
SD OR HIT-HY 200 w/ 6" MIN EMBED
CONC SLAB OVER 1" SAND,
REINSTATE MOISTURE
BARRIER
NOTES:
1. NEW SLAB TO BE 4,000 PSI
2. MATCH EXISTING SLAB DEPTH
3. COORD w/ARCH & PLUMBING DRAWINGS EQ2" CLRSLAB INTERIOR CORNER
#4 x 5'-0" @ MID-DEPTH OF
SLAB (WHERE 2'-6" CANNOT
BE OBTAINED, EXTEND AS
FAR AS POSSIBLE AND
HOOK) EQNOTE:
ALL FIXTURES, POLES,
BASEPLATES, ANCHORS, AND
ANY ITEMS NOTED HERE OR
REQUIRED FOR PROPER
FUNCTION OF LIGHT POLE
ASSEMBLY SHALL BE
INSTALLED PER
MANUFACTURER INSTALLATION
INSTRUCTIONS AND/OR
ELECTRICAL DRAWINGS.
2' - 0"
4'
-
6
"
M
I
N
BOLT PATTERN PER
MANUFACTURER INSTALLATION
INSTRUCTIONS
POST ANCHOR BOLTS &
TEMPLATE PER
MANUFACTURER (VERIFY w/
MANUFACTURER &
ELECTRICAL DRAWINGS)
NOTE:
IF MANUFACTURER
SPECIFICATIONS FOR LIGHT POLE
BASES & POSTS ARE DIFFERENT
THAN THOSE REPRESENTED HERE,
THE GREATER REQUIREMENT IS TO
BE FURNISHED.
3'
-
0
"
4 -#7 x 8' (MIN) LONG
BARS EQUALLY
SPACED
#3 TIES @ 9"oc MAX
SKIM COAT FINISH
#3 TIES @ 9"oc MAX
(PROVIDE #3 TIES @
3"oc WITHIN TOP 1'-6"
HEIGHT OF FOOTING)
TOP OF FTG
3" CLR -TYP
CONT BAR -TYP
DOWELS TO MATCH
FOOTING
REINFORCEMENT
DIAG LAP
48 BAR
1'
-
6
"
M
A
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T
MIN STEP LENGTH
2 x HEIGHT
SLOPE SLOPE
TRENCH DRAIN
1
1
(2) #5 CONT
#4 @ 8"oc
24 24
1
1
GRATING BY OTHERS
CONT L3x3x1/4 GALV w/ 3/8"dia x
4" LG WHS @ 12"oc -TYP ALL
SIDES OF TRENCH OPNG
CONT 1/4" PL -EQ HGT OF
GRATING -COORD w/ SUPPLIER
3/16"2-12
2-12
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
TYPICAL DETAILS
S1.4
N.T.S.S1.4
B TYPICAL CONSTRUCTION & CONTROL JOINT DETAILS
N.T.S.S1.4
C TYP CONCRETE WALL REINFORCEMENT
3/4" = 1'-0"S1.4
A BOLLARD DETAIL
N.T.S.S1.4
F TYPICAL FOUNDATION PIPE PENETRATION DETAILS
N.T.S.S1.4
D TYP TRENCH REPAIR DETAIL
N.T.S.S1.4
E REINF @ INTERIOR CORNERS
N.T.S.S1.4
H LIGHT POLE BASE DETAIL
N.T.S.S1.4
G TYP FOOTING STEP
N.T.S.S1.4
J TYP TRENCH DRAIN DETAIL
09/29/23
PLAN SECTION AT 8" AND 10" CMU
2-#4 VERTICAL JAMB BARS FULL
HEIGHT OF WALL -UNO
#3 HAIRPIN TIE SAME SPACING AS
HORIZONTAL REINFORCEMENT (16"oc
MAX) -MAY OMIT IF HORIZ REINF IS
HOOKED AROUND VERT BAR
2"
T
Y
P
1' - 6"2"
ADDITIONAL VERTICAL BARS @ JAMBS PER "MASONRY WALL
ELEVATION DETAIL". NOT REQUIRED @ END OF WALL
PLAN VIEW AT 8" AND 10"CMU
HOOK HORIZ BARS IF
SHOWN IN MASONRY
WALL EL -TYP
FILL JT w/CONT SEALANT EA SIDE,
COLOR TO MATCH MORTAR
KEY COLD JT FULL HEIGHT
2-#5 EA SIDE OF JT WALL REINF
AS SPECIFIED
B
B
A
A
A
A
A
B
A
CONTROL JOINT
KEY AS SPECIFIED LEGEND:
A = 16" LONG BLOCK
B = 8" LONG BLOCK
MORTAR
SHELL MORTAR BEDDINGSTRETCHER BLOCK
CONTROL JOINT
CAULKING @ EXTERIOR FACE
OF WALL & INTERIOR @
EXPOSED FACE
NOTES:
1. FIGURE ABOVE IS APPLICABLE TO THE CONSTRUCTION OF ALL CONTROL JOINTS IN
THE 8" & 10" HOLLOW BLOCK WALLS EXCEPT WHERE STEEL OR CONCRETE
COLUMNS OCCUR.
2. SEE ARCHITECTURAL DRAWINGS FOR JOINT SPACING/LOCATIONS
VERT BARS EA SIDE
OF CONTROL JOINT
TYPICAL CMU WALL COURSE BETWEEN BOND BEAM COURSES
TYPICAL CMU WALL BOND BEAM COURSE
HORIZ REINF PER
PLAN/DETAIL
CMU BLOCKS THROUGHOUT LAID
IN RUNNING BOND -UNO
GROUT REINFORCED CELLS SOLID -TYP
CMU BLOCKS THROUGHOUT LAID
IN RUNNING BOND -UNO
GROUT ALL CELLS SOLID
LOCATE VERTICAL REINF AT WALL CENTERLINE -UNO
SECTION
SPCG
PER
DWLS TO MATCH SIZE &
SPACING OF VERT REINF
VERT REINF -TYP
[CMU BOND BEAMS w/2-#4 CONT
@ 48"oc MAX -HK END OF BARS
AROUND VERTS @ ENDS OF
WALL, OPNGs & CJs -TYP]
WA
L
L
H
E
I
G
H
T
CJ LOCATIONS
PER ARCH
VERT REINF PER
FOUNDATION
SECTION -TYP
180deg STD HOOKS
AROUND VERT REINF -TYP
BOND BEAM w/2-#4 NEAR
THE TOP OF THE WALL
180deg STD HKS
AROUND VERT
REINF -TYP
END OF WALL REINF = 2
VERT FULL HEIGHT
REBAR -SIZE TO MATCH
VERT WALL REINF
SPACING
PER SECTION
SPACING
PER SECTION
CORNER INTERSECTION
STD LAP -TYP
BENT BAR SAME SIZE & SPCG AS
HORIZONTAL REINF w/ STD LAP
2 ADDL #4 VERT EA CORNER &
INTERSECTION -UNO
8x8x16 AT CORNER
CE
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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Pr
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
TYPICAL DETAILS
S1.5
N.T.S.S1.5
C TRASH ENCLOSURE - TYPICAL CMU JAMB DETAILS
N.T.S.S1.5
B TRASH ENCLOSURE - TYPICAL CMU WALL CONTROL JOINT DETAIL
N.T.S.S1.5
E TRASH ENCLOSURE - TYPICAL CMU WALL COURSES
N.T.S.S1.5
D TRASH ENCLOSURE - TYPICAL SPECIAL REINFORCED MASONRY SHEAR WALL ELEVATION (FOR SEISMIC DESIGN CATEGORY D,E,F ONLY)
N.T.S.S1.5
A TRASH ENCLOSURE - TYPICAL CMU WALL CORNERS & INTERSECTIONS
09/29/23
1/4" STAGGER, TYP
EN
PANEL JT
EDGE NAILING
JOINT STUD / BLKG /
TRUSS OR JOIST
MARK NAILS
8 -16d
10 -16d
12 -16d
SCREWED SPLICE SCHEDULE
MARK SDS 1/4 SCREWS
6 -1/4" SCREWS
12 -1/4" SCREWS
24 -1/4" SCREWSF
UPPER & LOWER PLATE
4'-0" MIN LAP BETWEEN
UPPER & LOWER PLATE
4'-0" MIN LAP BETWEEN
7-SCREW DIA
MIN END DIST
(TYP)4-SCREW DIA MIN SPACING (TYP)
TIGHT FIT (TYP)
NAILED SPLICE SCHEDULE
NOTES:
1.SPLICE 2x DOUBLE TOP PLATES PER MARK "A" AND 3x DOUBLE TOP PLATES PER
MARK "D" OF THE ABOVE SCHEDULE, UNLESS OTHERWISE INDICATED.
2.SCREWS SHALL BE 3" LONG FOR 2x PLATES AND 5" LONG FOR 3x PLATES.
3.JOINTS IN UPPER AND LOWER PLATE SHALL BE CENTERED OVER STUD OR MULLION.
4.ALL NAILS SHALL BE COMMON WIRE NAILS.
5.SCHEDULE INDICATES NUMBER OF NAILS OR SCREWS ON EACH SIDE OF EACH
JOINT.
E
D
C
B
A
TOP PLATE SPLICE
2x TRIM STUD
2x SILL
16d @ 12" OC, TYP
(2)-2x TRIM
STUD/WOOD POST
PER PLAN
HEADER PER
SCHEDULE
4'-0" MIN DBL
SILL PL AB PER
TYPICAL DETAIL
A34 METAL FRAMING
CONNECTOR (OMIT FOR
INTERIOR NON-BEARING
WALLS)
DBL 2x STUDS @ 24"oc -UNO
2x DBL TOP PL
NAIL PL TO STUDS PER IBC TABLE
2304.X.X (SEE WOOD FRAMING
GENERAL NOTES)
CENTER DBL TOP PL
JT OVER STUD, TYPSPLICE DBL TOP PL PER
TYP DETAIL
(4) 30d END NAILED TO
HDR, EA END
DBL KING STUD EA SIDE
OF OPNG (SINGLE KING
STUD @ INTERIOR NON-
BEARING WALLS)
16d @ 12" OC, TYP
2x PT SILL PL UNO, SEE
TYP DETAIL
WHERE WALL HEIGHT
EXCEEDS 10'-0", CONT ROW
OF BLK MID-HEIGHT OF WALL
AND AT 8'-0"oc
NOTES:
1.POWDER-ACTUATED
FASTENERS (SHOT PINS)
AND EXPANSION ANCHORS
SHALL NOT BE USED TO
ANCHOR WALLS ON CURBS
OR AT SLAB EDGES.
2.HOLDOWN ANCHOR BOLTS
SHALL NOT REPLACE SILL
PLATE ANCHOR BOLTS.
HOLDOWN
PER PLAN
POST PER PLAN
TOP OF SILL PL
TOP OF FND WALL
HOLDOWN ANCHOR BOLT DIA SSTB EDGE DIST
FOR AB'S
NOTE:
INCREASE DEPTH OF FOOTING AT ROD TO GET MIN 3" COVER.
* (PROVIDE 9" MIN EMBED INTO FOOTING)
HDU 2
HDU 4
HDU 5
HDU 8
HDU 11
HDU 14
5/8"
5/8"
7/8"
USE 7/8"dia (MIN 18" LONG*) ALL
THREAD ROD w/ DOUBLE HEX NUT &
3"x3"x0.229" PL WASHER @ BOTT
USE 1"dia (42" LONG*) ALL THREAD
ROD w/ DOUBLE HEX NUT &
3"x3"x0.229" PL WASHER @ BOTT
USE 1"dia (42" LONG*) ALL THREAD
ROD w/ DOUBLE HEX NUT &
3"x3"x0.229" PL WASHER @ BOTT
SSTB16
SSTB20
SSTB24
N/A
N/A
N/A
3" -TYP
ROD AB PER
TABLE
UNDER ROD
8" SQ
3"
M
I
N
INCREASE DEPTH
AS REQD TO GET
3" COVER
FOOTING
PER PLAN
REINF PER
SECTIONS
SCREWS PER
HOLDOWN SPECS
NOTES:
1.HOLDOWN ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED (ASTM A153). CONTRACTOR SHALL USE
CAST-IN-PLACE ANCHORS PER TABLE. POST-INSTALLED OPTION IS NOT ALLOWED.
2.ALL FASTENERS INSTALLED IN FIRE-RETARDANT TREATED WOOD SHALL BE HOT-DIP GALVANIZED
(ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316).
3.STEP DOWN FOOTING PER TYPICAL DETAIL WHERE REQUIRED TO ACHIEVE MINIMUM ANCHOR BOLT
EMBEDMENT.
4.HOLDOWN ANCHOR BOLTS SHALL BE HELD IN PLACE DURING CONCRETE PLACEMENT USING ABS AND
ANCHORMATE ANCHOR BOLT HOLDERS, OR EQUIVALENT.
*SEE SCHEDULE ON TYPICAL SHEAR WALL DETAIL FOR SHEATHING EDGE NAILING.
** WHERE HOLDOWN OCCURS ADJACENT TO A POST ON THE PLAN, USE THE LARGER OF
THE INDICATED POST OR THE SCHEDULE END STUDS.
MARK
A
B
C
D
E
F
FOUNDATION WALL
PER SECTIONS
2"x2"x5/8"
WASHER & NUT
TACK WELD
WASHER &
NUT
AA
SECTION A-A
DIAPHRAGM SHEATHING & NAILING SCHEDULE
MARK SHT'G
SPEC
NAILS
SIZE
BN
SPC'G
EN
SPC'G
FN
SPC'G
TRANSV
BLK'G
EDGE
MEMBER
THICK
R1 19/32"***10d 6"6"12"NO 2"
R2 10d 6"6"12"YES 2"
BOUNDARY OF
DIAPHRAGM (SHTG MAY
EXTEND BEYOND
DIAPHRAGM BOUNDARY)
BOUNDARY
NAILING (BN)
BLKG @ TRANSVERSE
JOINTS IF REQD (SEE
SCHED)
FIELD NAILING (FN)
AT INTERMEDIATE
SUPPORTS
CENTER EDGES OF
SHT'G ON FRMG
EDGE NAILING (EN),
STAGGER PER TYPICAL
DETAIL
3/8" MIN EDGE
DIST FOR NAILS
PROVIDE 1/8" GAP
BTWN ALL PANEL
ENDS & EDGES -TYP
WOOD TRUSS OR JST
SIZE & SPCG
PER FRMG PLAN
TRANSVERSE JOINT
EDGE NAILING (EN)
SHTG PER SCHED
2x4 FLAT BLKG WHERE REQD,
TOENAIL 2 -8d EA END
NOTE:
1.DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE
SURFACE OF THE SHEATHING.
2.TRANSVERSE BLOCKING MAY BE OMITTED IF TONGUE AND GROOVE SHEATHING IS PROVIDED
19/32"***
WOOD TRUSS OR JST
"X' INDICATES
ROOF PANEL
(NOT STRAP
BRACING)*** RATING (SHTG/STRUCT. 1) PER LUMBER TABLE (WOOD FRAMING
GENERAL NOTES)
AB & WASHER
(TYP)
2X PT SILL
NOTCHED OR
DRILLED HOLE
NOTES:
1.TYPICAL ANCHOR BOLT END DISTANCE L = 4 1/2" MIN, 12" MAX.
2.ANCHOR BOLTS SHALL BE INSTALLED AT 12" MAXIMUM FROM EACH END OF EACH SILL PLATE PIECE,
AND SHALL BE SPACED AT 48" ON CENTER MAXIMUM. SEE TYPICAL SHEAR WALL DETAIL FOR
ANCHOR BOLT SPACING AT SHEAR WALLS.
3.WHERE SILL PLATE IS NOTCHED, DRILLED OR CUT MORE THAN ONE THIRD OF ITS WIDTH, INSTALL
ANCHOR BOLT EACH SIDE AS SHOWN. NOTCHES, CUTS AND HOLES SHALL BE TREATED WITH A
PRESERVATIVE SOLUTION CONFORMING TO AWPA STANDARD M4.
4.ANCHOR BOLTS SHALL BE 5/8" DIAMETER FULLY THREADED WITH 3"x3" x 0.229" PLATE WASHERS,
UNLESS OTHERWISE NOTED.
5.MINIMUM ANCHOR BOLT EMBEDMENT SHALL BE 7", MEASURED FROM TOP OF THE CONCRETE SLAB.
FOR ANCHOR BOLTS EMBEDED IN CONCRETE CURBS NOT POURED MONOLITHICALLY WITH THE
FOUNDATION (NON-INTEGRAL CURBS), THE LENGTH OF ANCHOR BOLT IN CONCRETE CURBS SHALL
NOT APPLY TO THIS MINIMUM EMBEDMENT.
6.ANCHOR BOLTS WITH DAMAGED THREADS SHALL NOT BE USED.
7.WHERE SILL PLATE ANCHORS MUST BE POST-INSTALLED, PROVIDE 3/4"dia x 8 1/2" SIMPSON TITEN HD
STAINLESS STEEL SCREW ANCHORS (INTEGRAL CURBS ONLY, OR NO CURB), OR 5/8"dia x (8 1/2" +
CURB HEIGHT) STAINLESS STEEL THREADED ROD ANCHORS INSTALL w/ HILTI HIT-HY 200 ADHESIVE
OR EQUIVALENT. POST-INSTALLED ANCHORS SHALL NOT REPLACE HOLDOWN ANCHOR BOLTS
UNLESS ALLOWED IN THE HOLDOWN SCHEDULE.
L
L L L L L
EN, TYP
EN, TYP
WALL SHEATHING AND NAILING SCHEDULE
3
4
6
SHTG
SPECMARK NAIL
SIZE
EN
SPCG
"E"
JST
STUD
SILL PL AND
JT STUD
* 3x WHERE WALL IS SHEATHED BOTH SIDES
**DOUBLE 2x MAYBE USED IN LIEU OF 3x.
FACE NAIL w/16d @ 12"oc STAGGERD FULL HEIGHT
***RATING (SHTG/STRUCT. 1) PER LUMBER TABLE
(WOOD FRAMING GENERAL NOTES)
SILL PL BOLTS & SOLE PL SCREWS SCHEDULE
"X" INDICATES WALL
PANEL (NOT STRAP
BRACING)
WALL SIDES
SHEATHEDMARK
1
FASTENER
SPACING "B"
BOLT SCREW
14"48"
2 9"32"
1 12"44"
2 6"22"
1 8"34"
2 4"16"
15/32"***
10d
10d
10d
3"
4"
6"
3x**
2x*
2x*
3x**
3x**
2x*
6
4
3
LOCATION WHERE SHTG
EXTENDS PAST TOP PL
DBL 2x END STUD OR
POST PER PLAN (WHERE
NO HOLDOWN OCCURS)
CENTER SHTG ON STUD
STAGGER EDGE NAILING
@ JT STUD PER TYP EDGE
NAILING DETAIL
TRANSVERSE BLKG AT PANEL
EDGES -STAGGER EDGE
NAILING (EN) PER TYP DETAIL
JT STUD PER SCHED
5/8" AB SPACING PER
SCHED W/ 3"x3"x0.229"
PL WASHER @ GROUND
LEVEL/SOLE PL SCREWS @
ELEVATED LEVELS
SILL PL @ GROUND
LEVEL/SOLE PL @ ELEVATED
LEVELS
2x INT STUDS -UNO
2x DBL TOP PL-SPLICE
PER PLAN AND TYP TOP
PL SPLICE DETAIL
EDGE NAILING (EN)
SPCG -PER SCHED
EDGE STUDS
HOLDOWN WHERE
INDICATED ON PLAN &
PER TYP HOLDDOWN
SCHED & DETAILS
E E
SOLE PL SCREW SPCG, "B"
SILL PLATE BOLT /
EE
NOTES:
1.FIELD NAILING (FN): 10d @ 12"oc.
2.ALL NAILS SHALL BE COMMON WIRE NAILS.
3.MINIMUM DIMENSION OF ANY SHEATHING SHEET EQUALS 16" OR STUD SPACING, WHICHEVER IS GREATER.
4.SOLE PLATES SHALL BE FASTENED WITH SDS25412 SCREWS (SDS25600 @ 3x SOLE PLATES) PER THE SCHEDULE ABOVE. FOR SPACING LESS THAN 8", PRE-DRILL HOLES 3/16"dia.
5.ALL SHEAR WALL SHEATHING PANEL EDGES SHALL BE FULLY BLOCKED WITH FULL DEPTH 2x OR 3x STUD BLOCKING -TYP -UNO.
EN,
TYP
E
E
3x OR DBL 2x WHERE SHEAR
WALL SHTG REQD ON BOTH
SIDES (SINGLE 2x WHERE
SHEATHED ONE SIDE ONLY)
PANEL EDGE-TYP
15/32"***
15/32"***
HOLDOWN AT FLR WHERE INDICATED ON PLAN &
PER TYP HOLDDOWN SCHED & DETAILS
FULL-DEPTH BLKG @
PANEL EDGES -TYP
FN,TYP
STAGGER EDGE
NAILING @ JT STUD
PER TYP EDGE
NAILING DETAIL
CE
:
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
TYPICAL DETAILS
S1.6
N.T.S.S1.6
E TYP STAGGERED EDGE NAILING DETAIL
N.T.S.S1.6
G TYPICAL TOP PLATE SPLICE DETAIL
N.T.S.S1.6
F TYPICAL STRUCTURAL WALL PANEL FRAMING ELEVATION
N.T.S.S1.6
C TYPICAL HOLDOWN SCHEDULE & DETAILS
N.T.S.S1.6
B TYPICAL ROOF SHEATHING DETAIL
N.T.S.S1.6
D SILL PLATE ANCHOR BOLT DETAIL
N.T.S.S1.6
A TYPICAL SHEAR WALL SHEATHING AND FASTENER SCHEDULE
09/29/23
2x6 BLKG w/ LUS26 HGR
EA END
2x6 BKLG w/ LUS26 WHERE
THERE IS NOT A TRUSS
BELOW CURB WITHIN 2" OF
CURB CENTERLINE
TRUSS
PER PLAN
TRUSS PER PLAN
FIELD VERIFY
SEE TYPICAL TRUSS
STRUT DETAIL
RTU BY OTHERS#10 TEK SCREW
(4 PER SIDE MIN)
CURB BY OTHERS
DECK
#10 WOOD SCREW (4
PER SIDE MIN)
BLKG AS REQD FOR
CURB FLASHING
HANGING LOAD
LOAD
TRUSS PER PLAN
WHERE DIM "A" IS EQUAL TO
OR GREATER THAN 6" FIELD
INSTALL 2x8 EA SIDE OF
JOIST AS SHOWN
NOTE:
DETAIL APPLIES TO ALL CONCENTRATED
LOADS WHICH EXCEED 100# AND ARE
LOCATED MORE THAN 6" ("A" DIMENSION)
OFF PANEL POINTS (TOP OR BOTTOM
CHORDS)
TYPICAL TRUSS STRUT DETAIL
PANEL POINT TOP & BOTTOM
CHORD
WEB
2x8 STRUT EA SIDE
16d NAILS
TYP (12 TOTAL)
A -A
A
A"A"
"A"
WALL SHTG PER SCHED
ALUMINUM PL 6" x 6" x 3/8" w/
(4) 3/8"dia x 7" LAG BOLTS w/
2 1/2" MIN EDGE DISTANCE
TO ALL SIDES OF BLKG
5/8"dia STAINLESS STEEL
ROD @ 48"oc MAX
#2 STAINLESS STEEL CLEVIS w/ 5/8"dia
BOLT EA END (PER MANUFACTURER)
3/16"
3/16"
1/8"
TYP
AACS6 x 2.83 ALUMINUM
CHANNEL (FRONT & SIDES)
PARA FRMG
6x8 BLKG w/ HGA10 EA END OF BLG AT BOTTOM
ONLY (@ CONDITION WHERE BLKG THRUSS
OCCURS DRILL LAG SCREW THROUGH BLKG
TRUSS AND INSTALL 4x8 BLKG w/ HUC48 HGR
EA END) -SEE ARCH SECTIONS FOR
ADDITIONAL INFO
WOOD STUD WALL SEE PLAN
PROVIDE DOUBLE STUD EA
END OF BLKG
1/8"1-6
TYP
L2x2x3/16 ALUMINUM CONT ANGLE SHOP
WELD TO CHANNEL FOR DECK EDGE
SUPPORT (VERIFY w/ MANUFACTURER)
6x8 BLKG
SIMPSON A35 EA END OF BLKG T&B
VERIFY SLOPE DIRECTION
w/ ARCH DWGS
0.090" ALUMINUM SHEET DECK
BEYOND -WELD TO EA ANGLE
NOTE:AWNING MANUFACTURER TO PROVIDE AWNING
SHOP DRAWINGS TO EOR FOR REVIEW.
10' - 6"
B.O. AWNING
.
VERIFY
DIMENSIONS
w/ ARCH
DWGS
3/8" ALUMINUM CLEVIS PLATE
A35 CLIPS @ EA STUD
HDR PER PLAN (WHERE OCCURS)
.
NOTE:ALL ALUMINUM SHALL BE 6061-T6 (FTY=35 KSI),
EXCEPT ALUMINUM DECK SHALL BE 3004-H14 (FTY = 17 KSI)
PER ARCH
T/PARA
1'
-
6"
PER PLAN
TRUSS BRG
HGA10 EA END OF
BLG AT BOTTOM
ONLY
3/8"dia x 7" LAG BOLT AT TOP ONLY
INSTALL THRU BOLT DBL TOP PL INTO
BLKG (3" MIN FROM EA END OF BLKG)
4' -0"
1/8"2"
ALUMINUM
GUTTER TO
ALUMINUM
CHANNEL
1/8"1-6
ALUMINUM
GUTTER TO
TUBE
1/8" 2"
1/8" 2"TUBE TO
CHANNEL
3/4"dia x 7" LAG
BOLTS @ 32"oc MAX
3" x 2" x 3/16" ALUMINUM
CHANNEL (GUTTER) -
VERIFY w/ ARCH DWGS
6" x 2" x 1/4"
RECTANGULAR
ALUMINUM TUBE
L2x2x3/16" CONT
ANGLE
WALL SHTG
PER SCHED
WOOD STUD WALL
BEYOND
CE
:
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
TYPICAL DETAILS
S1.7
N.T.S.S1.7
A CURB - TRUSS
N.T.S.S1.7
B TAPERED TRUSS STRUT
3/4" = 1'-0"S1.7
C TYPICAL AWNING SUPPORT FRAMING
N.T.S.S1.7
D ENLARGED AWNING ATTACHMENT DETAIL
09/29/23
DUTCH BROS COFFEE
950 SQ. FT.EXITLANEEXIT
LANE
EX
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T
LA
N
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DO NOT
ENTER
H
S1.4
TYP @ LIGHT
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LIGHT POLE -TYP
M
S2.2
STRUCTURAL SITE PLAN
SCALE: 1/16" = 1'-0"
CE
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2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
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1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
STRUCTURAL SITE
PLAN
S2.0
09/29/23
24
'
-
6
"
O
U
T
T
O
O
U
T
O
F
S
T
U
D
10' - 0"35' - 0"
SHEARWALL
4' - 0"
11
'
-
6
"
S
H
E
A
R
W
A
L
L
8'
-
0
"
6"
44' - 0"
1' - 0"
C1
C1
C1
CRTL/CONST JT
PER TYP DETAIL
4" CONC SLAB REINF w/ ONE LAYER OF
#3 REBAR @ 18"oc, EW ON 10 MIL POLY
VAPOR BARRIER OVER 4" MIN
COMPACTED FREE-DRAINING
GRANULAR MATERIAL -REINF TO BE
LOCATED IN MIDDLE OF SLAB (REFER
TO SOILS REPORT FOR ADDITIONAL
SOIL PREPARATION REQUIREMENTS)
100'-0"
FF
EDGE OF SLAB
EDGE OF
SLAB
C1
C1
T/FTG =
97' -4"
2x4 @ 16"oc -
TYP -UNO
2x6 @ 24"oc
TYP -UNO
C1
SH
E
A
R
W
A
L
L
10
'
-
0
"
C1
T/FTG = 97' -4"
TYP -UNO
COORDINATE EXACT
DIMENSIONS w/ COOLER
MANUFACTURER
6
3
9'
-
0
"
15
'
-
6
"
F
A
C
E
O
F
S
T
U
D
10
'
-
0
"
DBL 2x6 TRIM
STUD -TYP
SLAB CORNER
REINF PER TYP
DTL
COORD w/ ARCH & PLUMBING
DRAWINGS FOR EXACT FLOOR
SINK/DRAIN LOCATIONS &
DIMENSIONS. PROVIDE 3' -0"
dia SONOTUBE BLOCKOUTS IN
SLAB AS REQUIRED.
3' - 4"6' - 5"1' - 5"4' - 1"
3'
-
4
"
3'
-
3
"
4' - 4"
4'
-
4
"
15' - 2"10' - 7"
F
A
F
1'
-
7
"
4" CONC SLAB REINF w/ ONE
LAYER OF #3 REBAR @ 18"oc,
EW ON 10 MIL POLY VAPOR
BARRIER OVER 4" MIN
COMPACTED FREE-DRAINING
GRANULAR MATERIAL -REINF
TO BE LOCATED IN MIDDLE OF
SLAB (REFER TO SOILS REPORT
FOR ADDITIONAL SOIL
PREPARATION REQUIREMENTS)
3
6
6
A
A
C2
C2
F
C2
A
A
J
S2.2
12' - 0"12' - 0"
A
S2.2
B
S2.2
B
S2.2
B
S2.2
G
S2.2
H
S2.2
B
S2.2
C
S2.2
B
S2.2
K
S2.2
B
S2.2
T/FTG =
96' -8"
FOOTING
STEP PER
TYP DETAIL
T/FTG =
97' -4"
ADDITIONAL #3 BARS @
EA SONOTUBE -TYP
LAP w/ SLAB REINF PER
LAP SPLICE TABLE
C16A
F
FTG STEP PER
TYP DTL
C1
DBL 2x6 @ 24"oc
CENTER UNDER
TRUSS BEARING
POINT
A
A
NOTE:
HATCH INDICATES
SHEARWALL.
F
S2.2
B
S2.2
K
S2.2
DBL 2x6 TRIM
STUD -TYP
2x4 TRIM
STUD -TYP
4'
-
4
"
24' - 0" SHEARWALL
2'
-
0
"
2' - 0"
3' - 0"
2' - 0"
2'
-
0
"
2'
-
0
"
2' - 0"
2' - 0"
18' - 0"
11
'
-
8
"
S
H
E
A
R
W
A
L
L
C
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2'
-
0
"
2'
-
0
"
2'
-
0
"
2'
-
0
"
C1
EDGE OF
SLAB
4'
-
4
"
F1, C3 F1, C3 F1, C3
T/FTG = 97' -4" -
TYP -UNO
J
S1.4
C1
FOUNDATION PLAN
PLAN NOTES SCALE: 1/2" = 1'-0"
1.SEE SHEETS S1.1 -S1.7 FOR GENERAL NOTES AND TYPICAL DETAILS.
2.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, SECTIONS, AND
ELEVATIONS NOT SHOWN HEREON.
3.COORDINATE SIZE AND LOCATION OF ROUGH OPENINGS IN FLOOR OR
WALLS WITH ARCHITECTURAL DRAWINGS.
4.ALL ELEVATIONS ARE REFERENCED FROM FINISHED MAIN FLOOR = 100'-0"
•T/FTG = TOP OF FOOTING = PER PLAN
•T/CONC = TOP OF CONCRETE = PER PLAN
5.ALL EXTERIOR WALL SHEATHING NOT SPECIFIED AS "SHEAR WALL
SHEATHING" IS TO BE 1/2" OSB SHEATHING AND ATTACHED PER IBC TABLE
2304.X.X (SEE WOOD FRAMING GENERAL NOTES) UNLESS OTHERWISE
INDICATED BY ARCHITECT.
X
X
LEGEND -
FOUNDATION PLAN
INDICATES
STRUCTURAL WALL
FRAMED WITH 2xX
STUDS @ X"oc
INDICATES HOLDOWN
PER TYPICAL DETAIL
INDICATES WOOD SHEAR
WALL SHEATHING PER
TYPICAL DETAIL
INDICATES POST OR
COLUMN PER
SCHEDULE (NOTE THAT
SOME POSTS REQUIRE
HOLDOWNS)
INDICATES EDGE
OF FOOTING
INDICATES EDGE
OF SLAB AT DOOR
OPENINGC1CE
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
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1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
FOUNDATION PLAN
S2.1
WOOD POST SCHEDULE
MARK SIZE
C1 6x6 WOOD POST
C2 4x4 WOOD POST
COLUMN SCHEDULE
MARK SIZE
C3 24" x 24" CMU COL (FOUR BLOCKS
f'm=1500psi) GROUT SOLID
FULL-HEIGHT
FOOTING SCHEDULE
MARK SIZE REINFORCING
F1 4'-0" x 4'-0" x 1'-0" (3) - #5 EW TOP &
BOT
09/29/23
PER CIVIL/ARCH
T/GRADE BM/SLAB
8"
CMU COL PER PLAN
#5 BAR IN EA CELL
(8 TOTAL)
#4 DOWELS IN EACH
CELL-LAP w/ VERT
CMU COL REINF PER
MASONRY LAP SPLICE
LENGTH TABLE
SLAB PER CIVIL
FINISHED/NATURAL
GRADE PER CIVIL
#3 HORIZ BAR
LOOPS @ 8"oc
DOWNSPOUT PER ARCH -
CONNECT TO STORM WATER
SYSTEM PER CIVIL
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
1'
-
0
"
FTG SIZE & REINF
PER PLAN & SCHED
#3 HORIZ BAR
LOOPS @ 8"oc
PER PLAN
T/FTG
SLAB PER PLAN
PER PLAN
FF
PER PLAN
T/FTG
GRANULAR FILL
#4 CONT @ 12"oc
#4 DWLS @ 18"oc
w/ ALT HKS
2x CONT w/ AB
PER TYP DETAIL
SHTG -TYP
DBL STUD PER PLAN
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
PER PLANRIGID INSULATION
PER ARCH
CURB PER CIVIL
PER ARCH
T/DRIVE
1'
-
0
"
#4 CONT @ 12"oc
6"
SLAB PER CIVIL
FINISHED/NATURAL
GRADE PER CIVIL
8"
1/2" EXPANSION JT MATERIAL
#4 @ 12"oc
#4 DWLS @ 18"oc
w/ATL HKS
#4 @ 12"oc
PER PLAN
FF
SHTG -TYP
2x CONT w/ AB
PER TYP DETAIL
STUD PER PLAN
PROVIDE 6" CURB AT
SHED WALL
SLAB PER
PLAN
SLAB PER CIVIL
FINISHED/NATURAL
GRADE PER CIVIL
8"
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
#4 CONT @ 12"oc
#4 @ 12"oc#4 DWLS @ 18"oc
w/ATL HKS
GRANULAR
FILL
#4 @ 12"oc
PER PLAN
T/FTG
PER PLAN
1/2" EXPANSION JT MATERIAL
1'
-
0
"
RIGID
INSULATION
PER ARCH
STOREFRONT/DOOR
PER ARCH
SLAB PER PLAN
PER PLAN
FF
PER PLAN
T/FTG
GRANULAR
FILL
#4 CONT @ 12"oc
#4 @ 12"oc
#4 DWLS @ 18"oc
w/ATL HKS
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
PER PLANRIGID INSULATION
PER ARCH
SLAB PER CIVIL
FINISHED/NATURAL
GRADE PER CIVIL
#4 @ 12"oc
1'
-
0
"
8"
SLAB PER PLAN
PER PLAN
FF
PER PLAN
T/FTG
GRANULAR FILL
#4 CONT @ 12"oc
#4 @ 12"oc
#4 DWLS @ 18"oc
2x CONT w/ AB
PER TYP DETAIL
SHTG -TYP
DBL STUD PER PLAN DBL STUD PER PLAN
1'
-
0
"
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
PER PLANRIGID INSULATION
PER ARCH
#4 CONT @
12"oc
#4 DWLS @ 18"oc
1' - 6"
SLAB PER CIVIL
FINISHED/NATURAL
GRADE PER CIVIL
6"
8"
1/2" EXPANSION JT MATERIAL
FINISHED/NATURAL
GRADE PER CIVIL SLAB PER PLAN
PER PLAN
FF
PER PLAN
T/FTG
GRANULAR
FILL
2x CONT w/ AB
PER TYP DETAIL
SHTG -TYP
DBL STUD PER PLAN
SLAB PER CIVIL
#4 CONT @ 12"oc
#4 @ 12"oc
#4 DWLS @ 18"oc
w/ATL HKS
1'
-
0
"
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
PER PLANRIGID INSULATION
PER ARCH
#4 @ 12"oc
1/2" EXPANSION JT MATERIAL
8"
PER PLAN
FF
PER PLAN
T/FTG
GRANULAR FILL
#4 CONT @ 12"oc
#4 @ 12"oc
SHTG -
TYP
#4 DWLS @
18"oc ALT
SIDES
RIGID
INSULATION
PER ARCH
SLAB PER
PLAN
SLAB PER CIVIL
FINISHED/NATURAL
GRADE PER CIVIL
8"
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
#4 CONT @
12"oc
#4 @ 12"oc
#4 DWLS @ 18"oc
w/ATL HKS
#4 @ 12"oc
STOREFRONT/DOOR
PER ARCH
PER PLAN PER PLAN
1'
-
0
"
1/2" EXPANSION
JT MATERIAL
SLAB PER PLAN
2x CONT w/ AB
PER TYP DETAIL
DBL STUD PER PLAN
#4 CONT @ 12"oc
1/2" EXPANSION JT MATERIAL
SLAB PER PLAN
PER PLAN
FF
PER PLAN
T/FTG
GRANULAR FILL
#4 CONT @ 12"oc
#4 @ 12"oc
2x CONT w/ AB
PER TYP DETAIL
SHTG -
TYP DBL STUD PER PLAN
2x CONT w/ AB
PER TYP DETAIL
STUD PER PLAN
SHTG -TYP
#4 DWLS @
18"oc ALT
SIDES
RIGID
INSULATION
PER ARCH
6"
#4 CONT @ 12"oc
PROVIDE 6" CURB
AT SHED WALL
SLAB PER
PLAN
SLAB PER CIVIL
FINISHED/NATURAL
GRADE PER CIVIL
8"
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
#4 CONT @
12"oc
#4 @ 12"oc
#4 DWLS @ 18"oc
w/ATL HKS
#4 @ 12"oc
PER PLAN PER PLAN
1/2" EXPANSION JT MATERIAL
#4 @ 12"oc
1/2" EXPANSION
JT MATERIAL
SLAB PER PLAN
PER PLAN
FF
PER PLAN
T/FTG
GRANULAR FILL
#4 CONT @ 12"oc
#4 @ 12"oc
2x CONT w/ AB
PER TYP DETAIL
SHTG -TYP
DBL STUD PER PLAN
1'
-
0
"
PER PLANRIGID INSULATION
PER ARCH
#4 CONT @
12"oc
1' - 0"
#4 DWLS @ 18"oc
PROVIDE 6"
CURBSLAB PER CIVIL
FINISHED/NATURAL
GRADE PER CIVIL
8"
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
1/2" EXPANSION JT MATERIAL
STOREFRONT/DOOR
PER ARCH
SLAB PER PLAN
PER PLAN
FF
PER PLAN
T/FTG
PER PLAN
SLAB PER CIVIL
1'
-
0
"
BE
L
O
W
G
R
A
D
E
3'
-
0
"
M
I
N
8"
/A S2.2
EQ 6"EQ
#4 BARS @ 12"oc T&B
FINISH GRADE PER
CIVIL
1' - 0"
BE
L
O
W
G
R
A
D
E
1'
-
6
"
M
I
N
24"
30"
#4 DOWELS
@ 24"oc
GRANULAR FILL
(2) #4 CONT BARS
T&B
6" CONC SLAB REINF w/ ONE LAYER OF #4 REBAR @ 24"oc, EW,
OVER 4" MIN COMPACTED FREE-DRAINING GRANULAR MATERIAL-
REINF TO BE LOCATED IN MIDDLE OF SLAB (REFER TO SOILS
REPORT FOR ADDITIONAL SOILS PREPARATION REQUIREMENTS)
NOTE:
PROVIDE NEW 20ft x 12ft CONCRETE
APRON SLAB IN FRONT OF TRASH
ENCLOSURE GATE. APRON SLAB
CONSTRUCTION SHALL BE: 8" CONCRETE
SLAB REINF w/ TWO LAYERS OF #4 REBAR
@ 12"oc EW, OVER 4" MIN COMPACTED
FREE-DRAINAGE GRANULAR MATERIAL
CURB PER CIVIL
CE
:
G
A
S
-
I
D
-
0
4
-
2
3
-
J
S
S
20
2
3
-
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-
2
2
P
R
O
G
R
E
S
S
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I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
FOUNDATION
SECTIONS
S2.2FOUNDATION SECTION
3/4" = 1'-0"S2.2
J
FOUNDATION SECTION
3/4" = 1'-0"S2.2
D
FOUNDATION SECTION
3/4" = 1'-0"S2.2
H
FOUNDATION SECTION
3/4" = 1'-0"S2.2
CFOUNDATION SECTION
3/4" = 1'-0"S2.2
A FOUNDATION SECTION
3/4" = 1'-0"S2.2
B
FOUNDATION DETAIL
3/4" = 1'-0"S2.2
E FOUNDATION DETAIL
3/4" = 1'-0"S2.2
F
FOUNDATION SECTION
3/4" = 1'-0"S2.2
K
FOUNDATION SECTION
3/4" = 1'-0"S2.2
G
N.T.S.S2.2
M TRASH ENCLOSURE DETAIL
09/29/23
ROOF FRAMING PLAN
PLAN NOTES SCALE: 1/2" = 1'-0"
1.SEE SHEETS S1.1 -S1.7 FOR GENERAL NOTES AND TYPICAL
DETAILS.
2.ROOF CONSTRUCTION: PER TYPICAL ROOF SHEATHING DETAIL.
3.TRUSS MANUFACTURER TO COORDINATE WITH CONTRACTORS
TO DETERMINE RTU LAYOUTS, WEIGHTS, AND FOOTPRINTS.
MANUFACTURER TO COORDINATE WITH ROOF HATCH SUPPLIER
FOR SIZE AND LOCATION. RTU LOADS ARE TO BE IN ADDITION
TO OTHER DESIGN LOADS. PROVIDE DOUBLE TRUSSES IF
REQUIRED TO SUPPORT TOWER WALL OR EQUIPMENT LOADS.
4.MAXIMUM TRUSS SPACING = PER PLAN
5.ALL ELEVATIONS ARE REFERENCED FROM FINISHED MAIN
FLOOR = 100'-0"
•T/STL = TOP OF STEEL ELEVATION = PER PLAN
•T/BRG = TRUSS BEARING ELEVATION = PER PLAN
S2.3
C
2x
8
@
2
4
"
o
c
H1
H4
H2
H2
H3
CONDENSER
210#
CONDENSER
300#
RTU -2
650#
RTU -1
650#
A
S1.7
TYP
MARK R2
4' - 0"
ROOF SHTG
MARK R1 ROOF SHTG
27' - 1"
MARK R2
4' - 0"
ROOF SHTG
BLKG TRUSS
@ 48"oc
BLKG TRUSS
@ 48"oc
MARK R1
3' - 8"
ROOF SHTG
M
S2.4
A
S2.4
B
S2.4
B
S2.4
J
S2.4
K
S2.4
A
S2.4
T/BRG =
112' -10 1/2" -TYP
A
E
A
SIM
NOTE TO TRUSS
DESIGNER:
DESIGN EACH OF
THESE TRUSSES
FOR FULL TOWER
WALL LOAD AS
FOLLOWS:
D = 160 PLF
Lr = 100 PLF
S = 225 PLF
COORDINATE DUCT
OPENINGS w/ MECHANICAL
DRAWINGS & PROVIDE
BLOCKING PER TYP DETAIL
AS REQUIRED
DBL BLKG TRUSS
THESE
BAYS ONLY
2x6 BLKG BELOW
WALL @ 24"oc
MAX w/ LUS26
HGR EA END
E
AWNING ATTACHMENT
PER TYP DETAIL -TYP
PROVIDE DBL
TRUSS IF
REQUIRED
A
S2.3
1' - 3 13/16"12' - 0"13' - 4 3/8"1' - 3 13/16"
28' - 0"
TO CL OF COL
10
'
-
0
"
F
A
C
E
O
F
F
D
N
/
S
T
U
D
2'
-
0
"
E
S2.4
ROOF HATCH
PER MANUF
TRUSS PER
TRUSS MANUF
T/BRG =
112' -10 1/2" -TYP
T/BRG =
112' -10 1/2" -TYP
TRUSS/BLKG
TRUSS HGR/TIE-
DOWN CLIPS PER
SECTIONS -TYP
PROVIDE LUS24
HGR TOP & BOTT
OF TRUSS
PROVIDE LUS24
HGR TOP & BOTT
OF TRUSS
LUS24 HGR @
BOTT OF TRUSS -
TYP -UNO
5'
-
3
"
7' - 4"
5'
-
3
"
7' - 4"
NOTE:
HATCH INDICATES
SNOW DRIFT
2x12 LEDGER
2x12 BLKG
DBL 2x12
DBL 2x6 @ 24"oc -
CENTER UNDER
TRUSS BEARING
POINT
SHEATHE CANOPY ROOF PER
MARK R1-TYPICAL ROOF
SHEATHING DETAIL
H2
6x
1
2
B
M
(B
/
B
M
=
1
1
0
'
-
6
3
/
4
"
±
)
6x
1
2
B
M
(B
/
B
M
=
1
1
0
'
-
6
3
/
4
"
±
)
6x
1
2
B
M
(B
/
B
M
=
1
1
0
'
-
6
3
/
4
"
±
)
2x
1
2
R
I
M
J
O
I
S
T
2x
1
2
R
I
M
J
O
I
S
T
LUC210Z @ END
JOISTS JST HGR -
TYP @ EA END
L
S2.4
H
S2.4
H
S2.4
G
S2.4
7' - 4"
5'
-
3
"
w/ BUILT-IN PARAPETS EA END - UNO
TAPERED TOP CHORD PREMANUFACTURED
WOOD TRUSSES @ 2' - 0"oc MAX
2x12 @ 24"oc MAX - UNO 2x12 @ 24"oc MAX - UNO
2x12 BLKG
DBL 2x12
A
S2.3
F
S2.4 PROVIDE HUC212-2
HGR THIS END -
TYP
H1
10' - 1" OUT TO OUT SHEATHING
9'
-
1
"
O
U
T
T
O
O
U
T
O
F
S
H
T
G
DBL STUD PER
FDN PLAN -
FULL-HEIGHT
DBL 2x6 @
24"oc TYP -
UNO
MARK R1
9' - 3" ROOF SHTG
2x
1
0
@
2
4
"
o
c
M
A
X
C
S2.4
D
S2.4
MARK SIZE & TYPE
HEADER SCHEDULE
H1
H2
H3
6x10
6x6
6x12
H4 4x6
LEGEND -
FRAMING PLAN
X
HX
INDICATES WINDOW
OPENING PER
ARCHITECTURAL
DRAWINGS
INDICATES
HEADER PER
DETAIL/SCHEDULE
INDICATES
DOUBLE TOP
PLATE SPLICE PER
TYPICAL DETAIL
INDICATES
STRUCTURAL WALL
FRAMED WITH 2xX
STUDS @ X"oc
SL (MAX) = PER SCHED
SL (MIN) =
35 PSF
W DEAD =
PER GEN
NOTES
BU
I
L
D
I
N
G
E
X
T
E
R
I
O
R
PER PLAN (VARIES)
MAX SNOW LOAD SCHEDULE
5' -3"
7' -4"
62.0 psf
72.4 psf
DISTANCE LOAD
ROOF DECK
PER PLAN
BN -
TYP
2x BLKG
PER PLAN
BEAM PER PLAN
2x BLKG PER PLAN w/
LUS210 HGR EA END
CE
:
G
A
S
-
I
D
-
0
4
-
2
3
-
J
S
S
20
2
3
-
0
8
-
2
2
P
R
O
G
R
E
S
S
R
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V
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E
W
-
N
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T
F
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C
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N
S
T
R
U
C
T
I
O
N
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
Th
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
ROOF FRAMING
PLAN
S2.3
3/8" = 1'-0"S2.3
C HIGH ROOF FRAMING PLAN
N.T.S.S2.3
B TYPICAL SNOW DRIFT LOAD DIAGRAM
FRAMING SECTION
3/4" = 1'-0"S2.3
A
09/29/23
TRUSS PER PLAN
DBL TOP PL
DBL STUDS PER PLAN -CENTER
UNDER TRUSS BEARING POINT
SHTG PER PLAN
BN -TYP
BLKG TRUSS
2x TOP PL
PER ARCH
T/PARA
PER PLAN
T/BRG
SIMPSON A34
@ 24"oc
2x8 FLAT BLKG
TOENAIL TO EA
TRUSS
NOTE:@ SIM
CONDITION TRUSS
SLOPES TOWARD
PARA WALL
SHTG
SIMPSON H10A @ EA
SINGLE TRUSS (H10A-2
@ DBL TRUSSES)
BN-TYP
BLKG TRUSS PER PLAN
SHTG PER
PLAN
BN
2x TOP PL
TRUSS PER PLAN
PER ARCH
T/PARA
2x6 @ 16"oc
BLKG
EN
BLKG TRUSS TO
TRUSS HGR PER
TRUSS DESIGNER -
TYP
LUS24 HGR EA END @
SINGLE BLKG TRUSS
(LUS24-2 HGR @ DBL
BLKG TRUSS)
#10 x 3" WOOD
SCREW T&B
INTO EA STUD
SHTG
DBL STUD
PER PLAN
SIMPZON H8 @ EA
DBL STUD TO
BLKG TRUSS
REFER TO HIGH ROOF
FRAMING SECTIONS FOR
ADDITIONAL INFORMATIONPER ARCH
T/HI PARA
DBL STUD PER
PLAN -FULL
HEIGHT
SHTG
DBL STUD
PER PLAN
10d NAILS -
TYP
2x4 @ EA
STUD @ 48"oc
VERTICALLY-
TYP
SHTG PER PLAN
BLKG TRUSS
BN
TRUSS
PER PLAN
SIMPSON LUS
HGR EA SIDE
2x JST PER
PLAN
2x DBL TOP PL SHTG PER
PLAN
SHTG -
TYP
DBL STUD
PER PLAN
2x DBL
TOP PL
EN
2x6 BLKG
BTWN EA
STUD
2x6 BLKG
BTWN EA
STUD
EN
BN
BLKG TRUSS TO
TRUSS HGR PER
TRUSS DESIGNER -
TYP
BN
EN
2x4 @ EA
STUD
EN
2x6 BLKG
BTWN EA
STUD
BN
2x4 BLKG
BTWN EA STUD
#10 x 3" WOOD
SCREW T&B INTO
EA STUD
SIMPSON H3
@ EA STUD
SIMPSON H3
@ EA STUD
SIMPSON H3 @
EA STUD
SIMPZON H8 @ EA
DBL STUD TO
BLKG TRUSS
REFER TO HIGH ROOF
FRAMING SECTIONS FOR
ADDITIONAL INFORMATION
PER ARCH
T/HI PAR
BN
2x DBL TOP PL
DBL STUD
PER PLAN
DBL STUD
PER PLAN
CONT 2x SILL
PL -TYP
(2)-16d @ EA
BLKG
SHTG -TYP
SHTG PER
PLAN
2x DBL TOP PL
(2)-16d NAILS
@ 16"oc
TRUSS PER
PLAN
DBL TOP PL
DBL STUD PER PLAN CENTER DBL STUD
UNDER TRUSS BEARING POINT -TYP
SHTG PER
PLAN
BN
PER PLAN
T/BRG
SIMPSON A34
@ 24"oc
BLKG TRUSS
DBL BLKG
TRUSS PER
PLAN
SIMPSON H10A @ EA
SINGLE TRUSS (H10A-2
@ DBL TRUSSES)
SIMPSON LUS
HGR EA SIDE
LUS24-2 HGR EA END @
DBL BLKG TRUSS
SIMPSON A34 @ EA STUD
EN
2x6 BLKG
BTWN EA
STUD
BN
EN
2x6 BLKG
BTWN EA
STUD
BN
SIMPSON H3
@ EA STUD
SIMPSON H3
@ EA STUD
SHTG
LUS24 HGR
EA END @
BLKG TRUSS
BLKG
TRUSS PER
PLAN
PER PLAN
BN
PER ARCH
T/HI PARA
SHTG -TYP
CONT 2x10
LEDGER w/ 2-16d
@ EA STUD -
TYP
2x JST PER
PLAN
2x DBL
TOP PL
DBL STUD PER
PLAN
2x DBL
TOP PL
SHTG PER
PLAN
2x6 @ 16"oc w/ LUS
HGR EA END
10d
NAILS -
TYP
2x4 @ EA STUD
EN
2x6 BLKG
BTWN EA
STUD
BN
EN
2x6 BLKG
BTWN EA
STUD
PER ARCH
T/PARA
2x DBL TOP PL
BN
SHTG PER
PLAN -TYP
2x DBL TOP PLBN
STUD PER PLAN
PER PLAN
PER ARCH
T/HI PARA
SHTG PER
PLAN
BN
2x JST
PER PLAN
SIMPSON
LUS HGR
EA SIDE
10d NAILS -
TYP
CONT 2x10
LEDGER w/ 2-16d
@ EA STUD -
TYP
2x4 @ EA
STUD
SHTG
EN
2x6 BLKG BTWN
EA STUD
BN
EN
2x4 BLKG
BTWN EA
STUD
2x4 BLKG BTWN
EA STUD
SHTG PER PLANBN -TYP
2x JST PER
PLANSIMPSON LUS
HGR EA SIDE
PER ARCH
T/PARA
SHTG
2x DBL
TOP PL
CONT 2x10 LEDGER
w/ (2)-#10 x 3" WOOD
SCREWS @ EA
STUD -TYP
EN
2x4 BLKG BTWN
EA STUD
EN
2x6 BLKG
BTWN EA
STUD
BN
STUD PER
PLAN
SIMPSON H3
@ EA STUD SIMPSON H3
@ EA STUD
CONT 2x SILL
PL -TYP
(2)-16d @ EA
BLKG
SHTG -TYP
BLKG PER PLAN w/
LUS26 HGR EA END
TRUSS STRUT
PER TYP DTL
SHTG PER PLAN
DBL STUD PER PLAN
TRUSS PER PLAN
DBL TOP PL
PROVIDE ADDITIONAL STUD UNDER EA
TRUSS (CENTER DBL STUDS UNDER EA
TRUSS) -TYP
SHTG PER PLAN
BN -TYP
BLKG TRUSS
2x TOP PL
PER ARCH
T/PARA
PER PLAN
T/BRG
SIMPSON A34
@ 24"oc
2x8 FLAT BLKG TOENAIL
TO EA TRUSS
NOTE:@ SIM
CONDITION TRUSS
SLOPES TOWARD
PARA WALL
SHTG
SIMPSON H10A @ EA
SINGLE TRUSS (H10A-2
@ DBL TRUSSES)
BN-TYP
STUD PER PLAN
2x4 @ EA STUD @ 48"oc
VERTICALLY-TYP
DBL 2x PER
PLAN
ROOF DECK
PER PLAN
= 110' - 6"
B/CANOPY FINISH
WINDOW PER
ARCH
STUDS PER
PLAN
SHTG PER
ARCH
6x6 BLKG @
32"oc w/ HGA10
T&B EA END
CONT 2x6 T&B OF
HDR w/ 10d NAILS
@ 12"oc
STAGGERED INTO
PLIES OF LVL HDR
2x LEDGER
PER PLAN
LVL HDR PER
PLAN
1/2" x 5" LAG
SCREW @ 32"oc
INTO BLKG
BN
#10 x 4" MIN WOOD
SCREWS INTO JOISTS
@ 24"oc
2x6 FRAMING
PER ARCH
HU612 -TYP -
THIS END
#10 x 3" WOOD
SCREWS T&B INTO
EA STUD
2x6 BLKG BTWN
STUDS @
CANOPY EXTENT
BM PER
PLAN CANOPY
FINISH PER
ARCH
= 110' - 6 1/2"+/-
T/CMU
= PER PLAN
B/BM
HGR PER PLAN
1/4"x8"x12" STL PL W/ (4) #4 x 12" LONG
SHOP WELDED REBAR TO BOTTOM OF
PLATE-CAST PLATE AND BARS AS SINGLE
ASSEMBLY INTO CMU COL
COL PER
PLAN
WELD SIMPSON CAP TO PL
w/ 3/16" WELDS EA SIDE
CANOPY FINISH
PER ARCH
CMU SHALL BE CUT
DOWN AS REQD TO
MAINTAIN B/CANOPY
FINISH ELEV AS NOTED
CC06 SIMPSON
COL CAP
DBL 2x PER
PLAN
= 110' - 6"
B/CANOPY FINISH
#10 x 4" MIN WOOD
SCREWS INTO JOISTS
@ 24"oc
2x6 FRAMING
PER ARCH
INVERTED
HU612 -TYP -
THIS END
= 110' - 6 1/2"+/-
T/CMU
= PER PLAN
B/BM
SIMPSON LSTA24
STRAP TIE @ 24"oc
PER ARCH
T/PARA
STUD PER
PLAN
SHTG PER PLAN BN TYP
2x JST PER PLAN
2x DBL
TOP PL
SHTG -TYP
2x DBL
TOP PL
STUD PER PLAN
CONT 2x10 LEDGER
w/ (2) #10 x 3" WOOD
SCREWS @ EA STUD TYP
EN
2x6 BLKG BTWN
EA STUD
EN
EN
2x4 BLKG BTWN
EA STUD
SIMPSON H3
@ EA STUD SIMPSON H3
@ EA STUD
SHTG PER PLAN
CE
:
G
A
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-
I
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2
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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ISSUED FOR PERMIT:
08.31.2023
CITY COMMENTS10.02.231
FRAMING SECTIONS
S2.4
FRAMING SECTION
3/4" = 1'-0"S2.4
A FRAMING SECTION
3/4" = 1'-0"S2.4
B
FRAMING SECTION
3/4" = 1'-0"S2.4
J FRAMING SECTION
3/4" = 1'-0"S2.4
K
FRAMING SECTION
3/4" = 1'-0"S2.4
DFRAMING SECTION
3/4" = 1'-0"S2.4
C
FRAMING SECTION
3/4" = 1'-0"S2.4
M
FRAMING SECTION
3/4" = 1'-0"S2.4
E FRAMING SECTION
3/4" = 1'-0"S2.4
HFRAMING SECTION
3/4" = 1'-0"S2.4
GFRAMING SECTION
3/4" = 1'-0"S2.4
F
FRAMING SECTION
3/4" = 1'-0"S2.4
L
09/29/23
GENERAL NOTES
8"
3"
36"
32'16'8'0
1/16" = 1'-0"
32'16'8'0
1/16" = 1'-0"
NORTH
PLAN
ELECTRICAL SITE PLAN1
SITE NOTES
CONC. FOOTING,
PER STRUCTURAL
CO
N
C
.
F
O
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T
I
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G
,
PE
R
S
T
R
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T
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A
L
CONC. FOOTING,
PER STRUCTURAL
3'
-
0
"
EX
P
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S
E
D
C
O
N
C
.
B
A
S
E
17
'
-
0
"
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-
0
"
KEYED NOTES
32'16'8'0
1/16" = 1'-0"
32'16'8'0
1/16" = 1'-0"
NORTH
PLAN
SITE PHOTOMETRIC2
0.7
0.7
0.7
0.7
0.6
0.5
1.2
1.1
1.2
1.2
1.0
0.8
0.5
0.3
0.1
0.1
1.7
1.7
1.7
1.6
1.4
1.1
0.7
0.4
0.2
0.1
2.2
2.3
2.3
2.1
1.7
1.3
0.8
0.5
0.2
0.1
2.7
3.3
0.9
0.5
0.2
0.1
3.0
4.0
0.1
2.6
0.2
1.0
0.6
0.2
0.1
3.1
3.5
3.4
2.9
2.5
2.0
1.4
0.7
0.2
0.1
3.6
3.3
3.4
3.6
3.2
2.5
1.5
0.7
0.3
0.1
0.1
0.1
4.1
3.6
3.7
4.1
3.2
2.4
1.5
0.8
0.4
0.2
0.2
0.1
0.1
0.1
0.1
4.1
3.5
3.7
4.1
3.3
2.5
1.7
0.9
0.5
0.4
0.4
0.3
0.3
0.2
0.1
4.5
4.9
5.3
4.6
3.6
2.8
1.9
1.2
0.8
0.7
0.7
0.6
0.5
0.3
0.2
4.3
5.2
5.5
4.6
3.6
3.0
2.2
1.6
1.2
1.2
1.2
1.0
0.8
0.5
0.3
3.5
3.1
3.4
3.9
3.4
3.2
2.8
2.2
1.8
1.7
1.6
1.4
1.1
0.7
0.4
3.5
2.7
3.0
4.0
3.8
3.6
3.2
2.7
2.4
2.3
2.1
1.7
1.3
0.9
0.5
3.9
3.0
3.3
4.5
4.4
4.2
3.5
3.2
3.4
3.1
2.4
1.9
1.4
0.9
0.5
3.4
2.7
2.9
3.9
3.7
3.7
3.5
3.4
4.1
0.1
2.6
1.9
1.3
0.8
0.5
3.5
3.2
3.4
4.0
3.6
3.5
3.4
3.2
3.4
3.3
2.5
2.0
1.4
0.9
0.5
4.0
4.9
5.2
4.5
3.8
3.5
3.0
2.7
2.6
2.5
2.2
1.8
1.3
0.9
0.5
3.7
4.2
4.4
4.3
3.6
3.3
2.9
2.6
2.3
2.0
1.8
1.5
1.1
0.8
0.4
2.9
2.4
2.6
3.4
3.1
3.5
3.7
4.2
3.1
1.8
1.4
1.1
0.9
0.6
0.3
2.5
2.0
2.2
3.0
3.8
7.4
9.7
13.5
7.9
1.9
1.1
0.8
0.6
0.4
0.2
1.5
1.4
1.2
2.0
4.5
15.1
2.0
1.9
0.8
0.5
0.3
0.2
0.1
0.6
1.0
3.1
10.5
4.0
0.8
0.3
0.2
0.1
0.1
0.3
0.8
3.1
9.6
7.7
2.9
0.7
0.2
0.1
0.1
0.1
0.2
0.4
1.1
1.5
1.2
6.3
9.3
8.0
3.2
1.0
0.3
0.1
0.1
0.1
0.2
0.3
0.3
0.5
1.5
2.0
1.8
1.0
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
15.2
P5 @ 20'
P5 @ 20'
P4 @ 20'
P4 @ 20'
P4 @ 20'
P4 @ 20'
L9 @ 10'L9 @ 10'
L9 @ 10'L9 @ 10'
L9 @ 10'L9 @ 10'
L9 @ 10'L9 @ 10'
L7 @ 10'
L7 @ 10'
L7 @ 10'
L7 @ 10'
L6 @ 10'
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Site 1.9 fc 15.2 fc 0.0 fc N/A N/A
Schedule
Symbol Label Image Quantity Manufacturer Catalog Number Description Lumens Per Lamp Wattage
P4 4 NLS Lighting NV-1-T4-48L-1-40K-UNV-HSS T4 OPTICS WITH BLACK HSS 9674 156
P5 2 NLS Lighting, LLC NV-1-T5-48L-1-40K T5 silicone optics 19335 156
L7 4 Self NV-1-T5-48L-1-40K CROWN-L90-277V 830_BA110 4200 40
L6
1 RAB LIGHTING
INC.
WPLED26-WPLED26/D10
(WALLPACK) - ALED26-
ALED26/D10 (AREA LIGHTER)
CAST FINNED METAL HOUSING, MACHINED
METAL HEAT SINK, 1 CIRCUIT BOARD WITH 1
LED, MOLDED PLASTIC REFLECTOR WITH SEMI-
SPECULAR FINISH, CLEAR FLAT GLASS LENS IN
CAST BROWN PAINTED METAL FRAME.
3474 30
L9 8 DMF LIGHTING DRD5S-4R-10930 DRD5S-4R-10930 1015 11.
8
E0.01
ELECTRICAL
SITE & PHOTOMETRIC
PLAN
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V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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CERTIFICATE OF AUTHORITY NO. 3800
ELECTRICAL SYMBOLS
LIGHTING GENERAL NOTES
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NORTH
PLAN
ELECTRICAL LIGHTING PLAN1
KEYED NOTES
N H
BLK-120V
ORN-277V
CAP BLUE
WIRES
PERIMETER LIGHT NOTE:
P-14
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LIGHTING
PLAN
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PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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CERTIFICATE OF AUTHORITY NO. 3800
8'4'2'0 8'4'2'0
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NORTH
PLAN
ELECTRICAL POWER PLAN1
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1/4" = 1'-0"
NORTH
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ELECTRICAL HVAC PLAN3
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NORTH
PLAN
KITCHEN EQ PLAN2
SHEET NOTES
HVAC NOTES
KEYED NOTES
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POWER
PLAN
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08.31.23
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PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
KEYED NOTES
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PORTLAND, OR 97214
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F. 503.241.7055
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796 Merus Court
St. Louis, MO 63026
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CERTIFICATE OF AUTHORITY NO. 3800
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CERTIFICATE OF AUTHORITY NO. 3800
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T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
M1.0
MECHANICAL PLAN
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SEQUENCE OF OPERATIONS
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08.31.23
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1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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796 Merus Court
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F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
FIELD
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PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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08.31.2023
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
M3.0
MECHANICAL
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F. 503.241.7055
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ISSUED FOR PERMIT:
08.31.2023
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
CO
EWF
GCO
CD
AFF
VTR
SAN
CLEAN OUT
PRESSURE REGULATING VALVE (PRV) (50 PSI)
GRADE CLEAN OUT
ELECTRIC WATER FOUNTAIN
BALL VALVE
CONDENSATE DRAIN PIPING
ABOVE FINISHED FLOOR
UNION
PIPE TURNING UP
PIPE TURNING DOWN
VENT THROUGH ROOF
140° WATER PIPING
PLUMBING TRAP
SANITARY WASTE PIPING
COLD WATER PIPING
HOT WATER PIPING (140°)
POINT OF CONNECTI0N
PLUMBING SYMBOLS LEGEND
CIRCUIT SETTER BALANCE VALVE
FW FILTERED WATER PIPING
G GAS PIPING
CHECK VALVE
GREASE WASTE PIPING
SANITARY VENT PIPING
140°
GW
BALANCE VALVE
HOT WATER RECIRCULATING PIPING
BELOW FLOOR
ABOVE CEILING
F
C
PD PUMP DISCHARGE
16"14"14"13.6231/XX =X .75 Fill Factor
Discharge from 3-Compartment Sink
Compartment Deminsions:
X 3 Compartments =31 Gal
Total GPM Retention Time/
31 Gal /1 Min =31 GPM GREASE WASTE SIZE:4"
FORMULA FOR SIZING GREASE INTERCEPTORS
Length X Width X Depth/231= Gallons X .75 Fill Factor X Number of Compartments= Size of Grease Interceptor (GPM)
INTERIOR/EXTERIOR IN-FLOOR GREASE INTERCEPTORS
FIXTURE NUMBER OF
FIXTURES
FIXTURE
VALUE UNIT
TOTAL FIXTURES
UNITS
2 DFU
PER GPMxx=
FLOOR FIXTURES 6 3 18 2xx=
/=FLOW RATING GPM
9/=
43.5=TOTAL REQUIRED FLOW RATING GPM
HAND SINKS 2 2 4 2xx=2.0/=
SERVICE BASIN 1 3 2xx=/=3 1.5
*
*
FLOOR SINKS RECEIVING DISCHARGE FROM COMPARTMENT SINK(S), NOT COUNTED. REFER TO VOLUME CALCULATION FOR SINKS IN
THIS TABLE.
GENERAL NOTES:
1.EXACT LOCATION OF PLUMBING FIXTURES SHALL BE
DETERMINED FROM ARCHITECTURAL DRAWINGS.
2.BEFORE SUBMITTING BID, THE PLUMBING CONTRACTOR
SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND
INCLUDE IN HIS BID AN AMOUNT TO FURNISH AND INSTALL
ANY FIXTURES WHICH ARE SHOWN IN ADDITION TO
FIXTURES SHOWN ON THE PLUMBING DRAWINGS.
3.CONTRACTOR SHALL VERIFY INVERT ELEVATION OF
SEWERS TO WHICH NEW WASTE LINES ARE TO BE
CONNECTED BEFORE MAKING UP OR INSTALLATION OF NEW
WASTE SYSTEM.
4.CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION
OF ALL PLUMBING LINES WITH DUCTWORK AND ELECTRICAL
SERVICES.
5.THE INSTALLATION OF ALL VALVES, UNIONS,
THERMOMETERS, GAUGES, OR OTHER INDICATING OR
RECORDING EQUIPMENT, OR SPECIALTIES REQUIRING
FREQUENT READING, REPAIRS, ADJUSTMENT, INSPECTION,
REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY AND
ACCESSIBLY LOCATED WITH REFERENCE TO THE FINISHED
BUILDING.
6.WHERE POSSIBLE, THE VENTS TOGETHER SO THAT A
MINIMUM NUMBER TERMINATE THROUGH THE ROOF.
7.WATER CLOSETS IN PUBLIC TOILET ROOMS SHALL CENTER
ON THE FINAL LAYOUT OF TOILET PARTITIONS.
8.ALL VENTS THROUGH ROOF SHALL BE AT LEAST 10'
REMOVED FROM ALL AIR INTAKES, EVAP. COOLERS.
9.CONTRACTOR SHALL NOT CUT HOLES IN STRUCTURAL
MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL
FROM ARCHITECT.
10.CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT
CONNECTION OF DISSIMILAR METALS.
11.CONTRACTOR SHALL ROUGH-IN ALL WASTE AND SUPPLIES
TO SPECIAL EQUIP. ACCORDING TO MANUFACTURERS SHOP
DRAWINGS AND MAKE FINAL CONNECTIONS ALL SUPPLIES
SHALL BE VALVED.
12.ASSUMED WATER PRESSURE-CONTRACTOR SHALL VERIFY
ACTUAL WATER PRESSURES PRIOR TO CONSTRUCTION. IF
PRESSURE IS LESS THAN 60 PSI, CONTRACTOR SHALL
CONTACT THE ENGINEER FOR PIPE SIZING EVALUATION. IF
PRESSURE EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE
SHALL BE PROVIDED. PIPING VELOCITY SHALL NOT EXCEED
8 FPS AND HOT WATER VELOCITY SHALL NOT EXCEED 5FPS.
FIELD VERIFICATION NOTES:
1.THE PLUMBING CONTRACTOR SHALL VISIT THE SITE PRIOR TO
BID TO FIELD VERIFY ALL EXISTING CONDITIONS WHICH MAY
AFFECT HIS BID. THE FOLLOWING ITEMS SHALL BE VERIFIED.
1.A.EXACT PLACEMENT SIZE CAPACITY MANUFACTURER AND
CONDITION OF ALL EXISTING PLUMBING EQUIPMENT WITHIN
SCOPE OF WORK, WHETHER SPECIFICALLY SHOWN OR NOT.
1.B.SIZE AND LOCATION OF ALL EXISTING WASTE, GREASE
WASTE, VENT AND WATER PIPING.
2.ALL REFERENCES ON THESE DRAWINGS TO EXISTING
EQUIPMENT, WATER IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL THESE ITEMS PRIOR TO BID AND
INCLUDE IN HIS BID ANY AND ALL AMOUNTS REQUIRED TO
ACCOMMODATE EXISTING CONDITIONS.
3.NO ALLOWANCES WILL BE MADE AFTER THE PROJECT HAS
BEEN AWARDED FOR FAILURE TO VERIFY EXISTING
CONDITIONS.
4.ANY DISCREPANCIES WHICH MAY AFFECT THE CONTRACTOR
BID SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
AND ARCHITECT FOR DIRECTION.
5.PLUMBING ROUTINGS BASED ON OWNER'S SCHEMATICS OF
LOCATION OF EXISTING FIXTURES AND SHELL DRAWINGS.
CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ACTUAL
LOCATION OF SUPPLY LINES AND MAKING APPROPRIATE
ADJUSTMENTS TO ACTUAL CONDITIONS IN THE FIELD.
6.PRIOR TO CONSTRUCTION, VERIFY THE LOCATION OF THE
HVAC/WALK-IN CONDENSATE FLOOR SINK. IF SLOPE AND
DISTANCE OR IF IT IS INFEASIBLE TO DISPOSE OF WALK-IN
COOLER CONDENSATE. USE A CONDENSATE PUMP.
SANITARY SIZING CALCULATION
FIXTURE DESIGNATION DFU
WASTE QUANTITY TOTAL
WATER CLOSET P-1 4 1 4
LAVATORY P-2 1 1 1
FLOOR DRAIN P-12 3 1 3
3 COMP SINK P-8 4 1 4
FLOOR SINK P-11 3 6 18
TRENCH DRAIN P-20 3 1 3
HAND SINK P-7 2 2 4
MOP SINK P-10 3 1 3
TOTAL (DFU)40
GENERAL NOTES:
1.PLUMBING CONTRACTOR SHALL STRAP UP ALL SUPPLY LINES TIGHT TO
STAINLESS TABLES WITH ZIPTIES SO THAT UNDER COUNTER EQUIPMENT CAN
BE REMOVED WITHOUT GETTING CAUGHT IN THE BRAIDED STAINLESS SUPPLY
LINES.
2.PLUMBING CONTRACTOR SHALL RUN DRAINS OFF OF STAINLESS TABLES AND
DRINK EQUIPMENT IN RIGID COPPER PIPE. DRAINS ARE TO BE RUN TOWARD
THE CENTER OF THE FLOOR SINK BENEATH EACH TABLE. DRAINS WILL FIT
BETWEEN THE WHEELS OF THE ROLLING ICE BINS. PC TO STRAP DRAINS TO
FLOOR WITH UNISTRUT OR SIMILAR.
3.ALL EXPOSED WATER LINES ARE TO BE RIGID COPPER.
4.ALL SHUT OFF VALVES ARE TO BE COLORED BALL VALVES (DOMESTIC-BLUE,
HOT-RED, FILTERED-WHITE) AND LABELED FOR EACH PIECE OF EQUIPMENT
THAT IT SUPPLIES. NO ANGLE STOPS.
PLUMBING FIXTURE SCHEDULE
DESIGNATION MODEL NUMBER MFR.COLD
WATER
HOT
WATER WASTE VENT
SIZE REMARKS
P-1
WATER CLOSET
K-3619
ADA COMPLIANT ELONGATED
BOWL
KOHLER 12"-4"2"
18" HIGH BOWL CSEAT AND CAP BOLTS. 1.28 GAL PER
FLUSH INSTALL WITH ANGLE STOP. PROVIDE "WHITE"
COLOR SELECTION FOR CHINA.
P-2
LAVATORY SINK
K-2032
ADA COMPLIANT
KOHLER 12"12"2"2"
DELTA FAUCET 501LF-HGMHDF SINGLE LEVER WITH 0.5
GPM VANDAL RESISTANT AERATOR, GRID STRAINER
TAILPIECE, OFFSET WHEELCHAIR TRAP LOOSE KEY STOP.
INSTALL HANDLE LIMIT STOP KIT WITHIN SINGLE LEVEL
MIXING FAUCET TO LIMIT OUTLET HOT WATER SUPPLY TO
110°F.
P-3 WATER FILTER
BY OWNER EVERPURE 114"---
PLUMBING CONTRACTOR SHALL INSTALL WATER FILTER
SUPPLIED BY OWNER. PROVIDE WITH BALL ISOLATION
VALVE AND UNION ON BOTH ENDS OF ALL CONNECTIONS.
PROVIDE RPZ WITH DRAIN CUP IF REQUIRED BY CODE.
P-6 WATER HEATER - TANK
DEN-52 AO SMITH 1"1"--ELECTRIC - 9KW, 36 GPH RECOVERY @ 100°F RISE
P-7 HAND SINK
BKHS-D-SS-SS
BK
RESOURCES
12"12"2"2"PROVIDED BY DBC, INSTALLED BY GC.
P-8 3 COMPARTMENT SINK
BKS-3-1416-12-12TS
BK
RESOURCES
12"12"(3)2"-
PLUMBING CONTRACTOR TO PROVIDE 1
2" CW AND 1
2" HW
SUPPLY LINES WITH ANGLE VALVE SHUOFF AND SUPPLY
STOPS TO SINK FAUCET. PLUMBING CONTRACTOR TO
PROVIDE (3) 2" WASTE LINES FROM EACH BAY AND
INDIRECT WASTE TO FLOOR SINK BELOW. PROVIDE
FISHER 34271 FAUCET AND 24090 WASTE DRAIN WITH
STRAINERS, INSTALLED BY PC.
P-9 PULL-OUT SPRAYER HANDLE
MPZ-4DLN-06
T&S
(T&SBRASS.
COM)
----TO BE INSTALLED IN DB PROVIDED STAINLESS STEEL
TABLE BY PC.
P-10 MOP SINK
Z1996-24 ZURN 3 4"3 4"3"2"
MOP SERVICE BASIN WITH 10" HIGH WALLS 3" DRAIN , FIAT
830-AA SERVICE FAUCETS WITH VACUUM BREAKER,
INTEGRAL STOPS AND HOSE WITH HOSE BRACKET.
P-11 FLOOR SINK
FD2375 ZURN --3"2"12" X 12" X 6" DEEP CAST IRON BODY WITH WHITE
PORCELAIN ENAMEL
P-12 FLOOR DRAIN
EZ-5 ZURN --2"2"
POLISHED BRASS STRAINER, AND TRAP PRIMER. LOCATE
PRIMER WITH SHUT-OFF VALVE AND ACCESS PANEL IN
WALL. COORDINATE WITH GENERAL CONTRACTOR.
P-13A GREASE INTERCEPTOR
GB-50 SCHIER --4"2"
SCHIER GB-50 50GPM BELOW-GRADE AT EXTERIOR
VENTED THROUGH BUILDING, PROVIDE HI TRAFFIC
COVER AND ACCESS. FINAL SIZE TO BE COORDINATED
WITH LOCAL AUTHORITY.
P-13B SAMPLING WELL
SV24 SCHIER --4"-
BELOW-GRADE AT EXTERIOR, PROVIDE HI TRAFFIC
COVER AND ACCESS. FINAL SIZE TO BE COORDINATED
WITH LOCAL AUTHORITY. PROVIDE RISER EXTENSION
P-14 ROOF DRAIN
Z165 ZURN --3"-REFER TO ARCHITECTURAL SHEET A4.0 FOR ROOF DRAIN
LOCATIONS AND DETAILS.
P-15 WALL HYDRANT
HY-420-8 WATTS 3/4"---6" NON-FREEZE WALL HYDRANT, MOUNT AT 24"A.F.F. AT
REAR ELEVATION.
P-16 YARD HYDRANT
HY-800 WATTS 3/4"---FROST PROOF 4FT. BURY DEPTH
P-17 RECIRCULATION PUMP
0010 TACO ----115V, 3,250RPM, PROVIDE W/ AQUASTAT AND/OR TIMER
P-18
BOOSTER PUMP (AS REQUIRED)
AQUAVAR BAQUABII
1151AB25HM03
AQUAVAR 1-1/4" IN
1" OUT ---
2 HP VARIABLE SPEED CONTROLLER, 208-230V INPUT, 30
GPM @ 35 PSI BOOST. PROVIDE ALL NECESSARY VALVES
AND ACCESSORIES RECOMMENDED BY MANUFACTURER
FOR A COMPLETE SYSTEM.
P-19 BACKFLOW PREVENTER
LF-009 WATTS 1-1/4"----
P-20 TRENCH DRAIN
Z883-E1-RFSC-DB ZURN --3"2"SLOTTED SS GRATE; BOTTOM OUTLET WITH BOTTOM
DOME STRAINER
P-21
FILTRATION SYSTEM
THERMOSTATIC MIXING VALVE
EXL-300-LF
LEONARD 1/2"1/2"--
VALVE TO PROVIDE TEMPERED, SOFTENED WATER AT
70°F TO INLET OF REVERSE OSMOSIS FILTRATION
SYSTEM, NOT TO EXCEED 100°F. PROVIDE FOR CLIMATE
ZONES 4-8.
FIXTURES NOTE: NOT ALL COMPONENTS AND ACCESSORIES FOR FIXTURES ARE LISTED IN THE SCHEDULE. PLUMBING CONTRACTOR SHALL PROVIDE ALL
ACCESSORIES RECOMMENDED BY THE MANUFACTURER TO PROVIDE A COMPLETE SYSTEM. PLUMBING CONTRACTOR SHALL REVIEW AND INSTALL ALL
FIXTURES, COMPONENTS, AND ACCESSORIES AS DIRECTED BY THE MANUFACTURERS INSTALLATION MANUALS.
KITCHEN FIXTURE SCHEDULE
DESIGNATION MFR. AND MODEL NUMBER COLD
WATER
FILTERED
COLD
WATER
HOT
WATER WASTE VENT
SIZE REMARKS
P-4 DIPPERWELL FAUCET &
SINK ASSEMBLY
12"--12"-
SET INTO PRE-CUT HOLE IN COUNTER. CONNECT CW BRAIDED STAINLESS TO
FAUCET AND PVC DRAIN TO WELL. PIPE DRAIN STRAIGHT BACK TO WALL, DOWN
WALL, THEN FORWARD BETWEEN WHEELS OF ICE BIN BRACED TO FLOOR WITH
UNISTRUT AND A 1" AIR GAP OVER FLOOR SINK
P-5 RAPID RINSE STATION
BY OWNER ---2"-
PLUMBING CONTRACTOR TO PROVIDE 1
2" CW LINE WITH BALL VALVE SHUT-OFF.
PROVIDE FINAL COLD WATER CONNECTION TO RAPID RINSE STATION. PROVIDE 2"
INDIRECT WASTE LINE TO FLOOR SINK BELOW. (PROVIDE RPZ IF REQUIRED BY
LOCAL CODE)
EQ-1
ESPRESSO MACHINE
(3 MACHINE GROUP+1
OPTIONAL)
BY OWNER
-(4)12"-(3)3 4"-
CONTRACTOR TO PROVIDE 1
2" FW LINE WITH BRAIDED FLEX HOSE AND BALL
VALVE SHUT-OFF. PROVIDE 3
4" INDIRECT WASTE LINE TO FLOOR SINK BELOW.
TYPICAL OF 3 MACHINES IN GROUP.
EQ-3 BUNN WATER DISPENSER
BY OWNER -(4)12"---CONTRACTOR TO PROVIDE 1
2" FW WITH BALL VALVE SHUT-OFF. SUPPLIED WITH
ASSE 1022 INLINE CARTRIDGE BACKFLOW.
EQ-4 GLASS FILLER
BY OWNER -(4)12"---1
2 " FILTER WATER SUPPLY - NO DRAIN REQUIRED
EQ-8 ICE MACHINE
BY OWNER 1/2"--3 4"-
PROVIDE FINAL COLD WATER CONNECTION TO ICE MACHINE FILTER EQ-8B.
PROVIDE 3
4" INDIRECT WASTE LINE TO FLOOR SINK BELOW. BACKFLOW ON FILTER
ASSEMBLY IF REQUIRED. NOTE: PC AND EC TO PROVIDE ADDITIONAL OUTLET
AND WATERLINE STOP FOR FUTURE 2ND ICE MACHINE.
EQ-8A
ICE MACHINE WATER
FILTER
PENTAIR EVERPURE
EV9293-22
1/2"----PROVIDE 1/2" COLD WATER TO ICE MACHINE FILTER.
EQ-9 ICE STORAGE BIN
BY OWNER ---3 4"-PROVIDE 3
4" INDIRECT WASTE LINE TO FLOOR SINK BELOW.
EQ-17
REBEL TAP SYSTEM
LANCER
CED 400
-1
2"-3 4"-PROVIDE 3
4" INDIRECT WASTE LINE TO FLOOR SINK BELOW.
FIXTURES NOTE: NOT ALL COMPONENTS AND ACCESSORIES FOR FIXTURES ARE LISTED IN THE SCHEDULE. PLUMBING CONTRACTOR SHALL PROVIDE ALL ACCESSORIES
RECOMMENDED BY THE MANUFACTURER TO PROVIDE A COMPLETE SYSTEM. PLUMBING CONTRACTOR SHALL REVIEW AND INSTALL ALL FIXTURES, COMPONENTS, AND
ACCESSORIES AS DIRECTED BY THE MANUFACTURERS INSTALLATION MANUALS.
STATIC PRESSURE 60.0
PRESSURE DROP THRU FRICTION LOSS FROM MAIN
TO METER (12" WATER LINE)0.0
PRESSURE DROP THRU METER 5.0
PRESSURE DROP THRU FRICTION LOSS FROM
METER TO BACKFLOW 5.2
PRESSURE DROP THRU BACKFLOW AND STRAINER 15.0
PRESSURE DROP DUE TO ELEVATION TO PUMP 4.3
PRESSURE AVAILABLE @ PUMP 22.5
PRESSURE AVAILABLE AFTER PUMP 57.5
PRESSURE NEEDED AT FIXTURES 35.0
PRESSURE DROP DUE TO ELEVATION 4.0
REMAINING PRESSURE 26.5
SYSTEM LENGTH 150
EQUIVALENT PIPE LENGTH 187.50 FT
ALLOWABLE LOSS PER 100FT OF PIPE:26.5PSI X 100FT
187.50 FT 14.1
FIXTURE UNITS DOMESTIC WATER
FIXTURES QUANTITY COLD WATER HOT
WATER
HAND SINK 2 2 2
LAVATORIES 1 1 1
WATER CLOSETS 1 2.5 0.0
KITCHEN SINK 2 6 6
MOP SINK 1 2 2
WATER DISPENSER 3 3 0
ESPRESSO MACHINE
(3 MACHINE GROUP)3 9 0.0
ICE MAKER 2 2 0.0
RAPID RINSE 4 4.0 0.0
NITRO SYSTEM 1 1.0 0.0
TAP SYSTEM 1 1.0 0
TOTAL 38.5 8
GPM 25.0 8
1
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
10.02.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
CITY COMMENTS10.02.231
P1.0
PLUMBING
SPECIFICATIONS &
SCHEDULES
PLUMBING KEYED NOTES
ROUTE TO CONNECT TO SITE SANITARY SEWER PIPING. VERIFY INVERT
ELEVATION, LOCATION AND SIZE PRIOR TO ANY WORK. CONTACT ENGINEER IF
ANY DISCREPANCIES ARE DISCOVERED. COORDINATE WITH LOCAL UTILITY
COMPANY.
NEW SCHIER GB-50 50GPM BELOW-GRADE GREASE INTERCEPTOR. COORDINATE
EXACT LOCATION WITH OWNER AND LOCAL AUTHORITIES IN FIELD PRIOR TO
WORK. VERIFY EXACT LOCATION OF EXISTING SANITARY SEWER PIPING AND
UTILITIES PRIOR TO ANY WORK. CONTACT ENGINEER IF ANY DISCREPANCIES
ARE DISCOVERED.
VENT PIPING BELOW GRADE.
NEW SCHIER SV24 BELOW-GRADE SAMPLING WELL. COORDINATE EXACT
LOCATION WITH OWNER AND LOCAL AUTHORITIES IN FIELD PRIOR TO WORK.
VERIFY EXACT LOCATION OF EXISTING SANITARY SEWER PIPING AND UTILITIES
PRIOR TO ANY WORK. CONTACT ENGINEER IF ANY DISCREPANCIES ARE
DISCOVERED.
4" VENT THROUGH ROOF LOCATION. MAINTAIN MINIMUM 10'-0" SEPARATION
FROM OUTSIDE AIR INTAKE.
3/4" CONDENSATE LINE FROM WALK IN COOLER TO DISCHARGE INDIRECTLY INTO
NEARBY FLOOR DRAIN.
FCO
P-10
P-1
P-2
FCO
P-7
P-8
EQ-8
P-7
P-12
P-5
EQ-4
P-5
EQ-4
P-5
EQ-4
SANITARY FLOOR PLAN1
P2.0 SCALE: 1/2" = 1'-0"
EQ-3
EQ-1 EQ-3
EQ-1
EQ-1
EQ-3
GCO
GCO
P-13A
P-11
P-11
P-11
P-11
FCO
NOTE:
REFER TO ARCHITECTURAL SHEET A4.0 FOR ROOF DRAIN LOCATIONS AND DETAILS.
COOLER/FREEZER CONDENSATE PIPING
CONDENSATE DRAIN PIPING IN FREEZER, PROVIDE TYPE "L" COPPER CONDENSATE DRAIN PIPING
WITH 1-1/2" THICK FIBERGLASS INSULATION OVER ELECTRICAL HEAT TRACE (SUPPLIED AND
INSTALLED BY ELECTRICAL CONTRACTOR). SEE ELECTRICAL DRAWINGS. ALL SURFACE MOUNTED
PIPING SHALL BE INSTALLED ON 1" SPACER TO ALLOW FOR CLEANING.
CONDENSATE DRAIN DOWN TIGHT TO EXTERIOR WALL, DRAIN INDIRECTLY TO HD-1.
PVC CONDENSATE DRAINS INSIDE COOLERS AND COPPER CONDENSATE DRAIN IN FREEZER, FROM
EVAPORATOR COILS, SLOPE 2% AND HOLD TIGHT TO COOLER WALL. ALL SURFACE MOUNTED
PIPING SHALL BE INSTALLED ON 1" SPACER TO ALLOW FOR CLEANING.
FCO
P-11P-11
P-11
GW GW
SAN
GW
P-20
EQ-9
EQ-8
GW
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SHEET NAME:
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2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
P2.0
PLUMBING WASTE/VENT
FLOOR PLAN
P-7 P-5
P-5
EQ-4
EQ-4
EQ-3
EQ-3
P-7
P-5
WATER FLOOR PLAN1
P3.0 SCALE: 1/2" = 1'-0"
FW
FW
CW
CW
CW
FW
EQ-1
FW
EQ-1
EQ-4
FW
EQ-1
P-3
CW
SW
P-1
P-12
P-2
EQ-3
P-18
P-6
PLUMBING KEYED NOTES
ROUTE NEW 1-1/4" WATER PIPING TO CONNECT TO WATER METER AND MAIN. VERIFY EXACT SIZE AND LOCATION IN FIELD. VERIFY WITH
WATER COMPANY AND LANDLORD EXACT CONNECTION, DELIVERY PRESSURE AND METER REQUIREMENTS PRIOR TO WORK. WATER PIPING
SIZE BASED ON 52 PSI INCOMING STATIC WATER PRESSURE. PROVIDE PRESSURE REDUCING VALVE IF PRESSURE IS OVER 80 PSI. CONTACT
ENGINEER IMMEDIATELY IF LOW PRESSURE (BELOW 60 PSI) OR DISCREPANCIES ARE FOUND FOR PIPING CHANGES.
PROVIDE WATTS LF009 BACKFLOW PREVENTER ABOVE MOP SINK. ROUTE RELIEF PIPES TO DISCHARGE INDIRECTLY TO MOP SINK.
WATER FILTRATION SYSTEM TO BE PROVIDED AND INSTALLED BY SELECTED WATER FILTRATION MANUFACTURER. PLUMBING CONTRACTOR
TO INSTALL BYPASS PIPING TO WATER FILTRATION SYSTEM.
DROP 1/2" CW AND 1/2" FW LINES DOWN IN WALL ON WARM SIDE OF INSULATION TO BE RAN UNDER COUNTER TO SERVE FIXTURES.
PROVIDE FULL SIZED BYPASS VALVES FOR THE MAIN CW LINE SERVING THE WATER FILTRATION SYSTEM.
INSTALL BOOSTER PUMP SYSTEM AS REQUIRED ON PLATFORM ABOVE MOP SINK. INSTALL PER MANUFACTURERS GUIDELINES, PROVIDE WITH
ALL NECESSARY VALVES AND ACCESSORIES FOR A COMPLETE SYSTEM. COORDINATE EXACT INSTALLATION OF ALL SYSTEM COMPONENTS IN
FIELD PRIOR TO ANY WORK AS DRAWING IS SHOWN DIAGRAMMATICALLY ONLY.
3/4" COLD WATER DOWN TO FREEZE PROOF WALL HYDRANT.
COLD WATER DOWN FROM TRAP PRIMER TO FLOOR DRAIN. SEE DETAIL ON DRAWING P5.0 FOR MORE INFORMATION.
PIPING TO BE RAN LOW IN WALL BELOW WINDOW.
3/4" COLD WATER LINE TO YARD HYDRANT. VERIFY LOCATION IN FIELD.
PROVIDE NIBCO SERIES 585-70 BALL VALVE (TYP.)
PROVIDE COLD WATER STUBOUT AT 72" AFF ABOVE FOR ICE MAKER WATER FILTER. SEE WATER FILTER SCHEMATIC FOR MORE DETAILS.
PROVIDE WATTS LFMMV MIXING VALVE FOR LAVATORY/HAND SINK. SET OUTLET TEMPERATURE TO 110°.
CIRCULATION PUMP LOCATION IS DIAGRAMMATIC ONLY AND SHALL BE LOCATED WITHIN 5'-0" OF WATER HEATERS.
PROVIDE FILTERED WATER CONNECTION AT BAG-IN-BOX SYSTEM WHERE REQUIRED. VERIFY WITH EQUIPMENT SUPPLIER PRIOR TO WORK.
EQ
-
8
B
EQ-8
FW
P-10
P-8
CW HW
P-5
P-4
P-9
CW
HW
P-17
CW HW
P-15
P-19
HW
HW
CW
HW
HWR
FW
CW
HW
FW
CW
HW
HW
CW
CW
CW
EQ-17
NOTE:
AN APPROVED BACKFLOW PREVENTION DEVICE IS REQUIRED FOR
BEVERAGE MACHINES CONNECTED TO THE WATER SUPPLY PER 2018
IDAHO SPC. BACKFLOW PREVENTERS SERVING CARBONATED
EQUIPMENT SHALL BE DESIGNED AND CERTIFIED FOR SUCH USE,
WHERE REQUIRED.
STUB-OUTS FOR COFFEE EQUIPMENT AT TABLE SHALL BE 24"A.F.F.
EQ-8
4'-0"
WATER FILTRATION
SYSTEM CLEAR AREA
6"
MA
X
.
7"
1"
1"7"
7"
2'-1"
3'
-
2
"
2'-8"
TY
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'
-
0
"
FILTERED WATER
STUB-OUT W/ VALVE,
TO WORKSTATIONS
ICE MACHINE WATER
STUB-OUT W/ VALVE
6"
MA
X
.
NOTES:
1.INDIRECT DRAIN LINE TO MOP/ FLOOR SINK.
REFER TO "INDIRECT DRAIN" DETAIL.
2.COORDINATE LOCATION OF GFCI QUAD
RECEPTACLE W/ EQUIPMENT REQUIREMENTS;
MIN. 60" A.F.F.
3.G.C. TO COORDINATE NEED FOR TEMPERING
VALVE PER PROJECT LOCATION. TEMPERING
VALVE IS ONLY REQUIRED IN CLIMATE ZONES
4-8. IF TEMPERING VALVE IS REQUIRED, PROVIDE
3/4" FNPT BALL VALVE ON EFFLUENT SIDE OF
TEMPERING VALVE FOR CONNECTION.
4.PROVIDE STUB-OUT IN ZONES 1-3 TO SUPPLY
R.O. SYSTEM (WHERE P-21 MIXING VALVE NOT
REQUIRED)
5.TO WATER HEATER
DOMESTIC WATER
STUB-OUT W/ VALVE
5'
-
9
"
4"
2
QUAD GFCI
RECEPTACLE
1
LEGEND:
3/4" BALL VALVE, FNPT;
DIRECT DOWN AND KEEP TIGHT TO WALL
3/4" BYPASS VALVE, U.N.O.
CITY WATER
COLD SOFT WATER
HOT SOFT WATER
7"
7"
9'
-
1
0
"
6'
-
0
"
5'
-
1
"
SCALE: 1/2" = 1'-0"
FILTRATION SYSTEM 3 - DB2550-A2
WATER FILTRATION
EVERPURE 1 HEATHCO
TOM RUGGLES
(206)910-9805
TOM@HEATHCO.COM
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
P3.0
PLUMBING SUPPLY
FLOOR PLAN AND
DETAILS
P-10
P-12
P-2
P-1
P-7
P-11
3"
4"
4"
4"
3"
3"
4"
3"
G
W
SANITARY ISOMETRIC PLAN
SCALE: NONE
2"
2"
2"
2"
2"
2"
4"
2"
2"
4"VTR
4"
FCO
GW
4"
4"3"
3"
P-7
2"
VENT PIPING
BELOW GRADE
P-11
P-13
GCO
GCO
2"
2"
FCO
4"
4"
2"
FCO
P-11
2"
2"2"
2"
P-11
4"
3"
P-3
P-10
P-8
P-7
P-5
P-5
P-5
DOMESTIC WATER ISOMETRIC PLAN
SCALE: NONE
P-15
TMV(TYP.)
1"
1"
3/4"
3/4"
1"
3/4"
3/4"
3/4"
1"
3/4"
3/4"
3/4"
SEE WATER FILTER
ISOMETRIC
FOR CONTINUATION
TO YARD
HYDRANT
H
W
R
H
W
C
W
H
W
C
W
P-7
1"
1"
3/4"
P-2
P-1
S
W
1" SW & HW DOWN
TO WATER HEATER
(P-6)
1"
1"
1"
3/4"
3/4"
1"
1"
1"
P-5
P-5
P-4
P-9
NOTE:
-1/2" STUBOUTS AT ALL ESPRESSO
EQUIPMENT, TYP.
-1/2" ESPRESSO EQUIPMENT STUBOUTS
AT 24" A.F.F.
-NO EXPOSED PEX LINES.
1"
1"
1/2"
1/2"
1"
1"1"
1"
1"
1"
3/4"
3/4"
3/4"
P-17
P-11
H
W
P-19RPZB
F
P
BOO
S
T
E
R
P-18
1-1/4"
1"
1-1/4"
1"
1"
P-20
3"
P-11
2"
2"
2"
2"
2"
4"
G
W
4"
4"
DOMESTIC FILTERED WATER ISOMETRIC PLAN - SYSTEM 3
SCALE: NONE
EQ-3
EQ-4
EQ-1
1"
1"
1"1"
1"
1"
3/4"
3/4"
F
W
F
W
FW
P-3
NOTE:
-1/2" STUBOUTS AT ALL ESPRESSO
EQUIPMENT, TYP.
-1/2" ESPRESSO EQUIPMENT STUBOUTS
AT 24" A.F.F.
-NO EXPOSED PEX LINES.
EQ-8B
EQ-8
F
W
1"
1"
3/4"
EQ-4EQ-1
EQ-3
EQ-17
EQ-4
EQ-3
EQ-1
3/4"
3/4"
3/4"
1"
P-11
EQ-8
1"
3/4"
SA
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2"
2"4"
4"
4"
GW
SAN
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
P4.0
PLUMBING ISOMETRICS
VENT STACK
ROOF CONSTRUCTION
FIRE RESISTANT PACKING
"3M" OR EQUAL
SLEEVE
AS REQUIRED
ROOFING
SHEET METAL
FLASHING,
MOP W/ ROOFING
MATERIAL
TURN FLASHING DOWN
1" INTO VENT STACK
VENT TO ROOF DETAIL
NOTE:
ANCHOR FLANGES
GASKETED ABS
CONCRETE
SLAB
SURFACE
EXTRA DEEP ACCESS HEAVY-DUTY SECURED
COVER
THREADED COUNTERSUNK
CLEANOUT PLUG
COVER
CLEANOUT PLUG
PIPE SIZE
PIPE SIZE
COUNTERSUNK SCREW
ACCESS COVER WITH CLEANOUT
CLEANOUT TEE & ACCESS COVER
SANITARY STACK
VENT PIPE
CLEANOUT
CLEAN-OUT DETAILS
TRAP PRIMER PIPING DETAIL
FLOOR DRAIN W/TRAP PRIMERWALL CLEAN-OUT DETAILFLOOR CLEAN-OUT DETAIL
NOTE:
1.INSTALL CLEAN OUTS SO BOTTOM IS AT LEAST 7” ABOVE
FINISHED FLOOR.
DOMESTIC WATER AND VENT PIPES
SUPPORTS DETAIL
PIPE CLAMP FOR PIPE 2-1/2" &
SMALLER
FOR PIPE 2 1/2" AND SMALLER
INSULATION
PIPE
HANGER ROD
PROVIDE A SECTION OF
HIGH COMPRESSION
STRENGTH INSULATION
AT EACH HANGER POINT.
INSULATION TO BE FULL
ROUND AND EXTEND 2"
BEYOND GALV. SHIELD
EACH WAY.
GALVANIZED IRON SHEET
SHIELD
CLEVIS HANGER FOR
SINGLE PIPE RUNS
INSULATION (TYP.)
PIPE (TYP.)
UNISTRUT CHANNEL
SHIELD FOR PIPE
3" AND LARGER
WH3/4" x 24 GUAGE PERFORATED
PLUMBERS TAPE
BOLT STRAPS TO SOLID BLOCKING IN WALL WITH
3/8"Ø X 2-1/2" LAG BOLTS, TYPICAL OF FOUR (4)
8" MINIMUM, 24" MAXIMUM
2'-6" MAX.
1/2" DIAMETER
THINWALL (EMT)
CONDUIT WITH ENDS
FLATTENED
PROVIDE A 210° F ASME APPROVED TEMPERATURE
AND 150 PSI PRESSURE RELIEF VALVE WITH TEST
LEVER, SIZED WITH CAPACITY PER WATER HEATER
MANUFACTURER'S RECOMMENDATIONS.
PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE
LINE FULL SIZE OF VALVE OUTLET TO END OVER
MECH. ROOM FLOOR SINK P-11 WITH 6" AIR GAP.
COLD WATER SUPPLY
TO WATER HEATER.PIPING SHOWN IS SCHEMATIC.
PROVIDE CLEARANCES
RECOMMENDED BY MANUF.,
SEISMIC STRAPPING. SET
THERMOSTAT AT 140°F.
ELECTRIC WATER HEATER
PER SPECS AND SCHEDULE.
PROVIDE PIPE UNIONS,
DIELECTRIC IF REQUIRED
FOR DISSIMILAR METALS.
PROVIDE FULL PORT
BALL SHUT-OFF VALVES
HOT WATER TO FIXTURES
AS SHOWN ON PLANS
1/2" DIAMETER THINWALL (EMT)
CONDUIT WITH ENDS FLATTENED
THERMOMETER
DRAIN VALVE BY HEATER MANUFACT.
PROVIDE DRAIN PAN FOR
WATER HEATER WITH
DRAINAGE HOSE TO ROUTE
TO DRAIN INDIRECTLY TO
MECH. ROOM FLOOR SINK
P-11
3/4" x 24 GAUGE PERFORATED
PLUMBERS TAPE
EXPANSION TANK
VACUUM RELIEF
HEAT TRAP
HOT WATER
CIRCULATION RETURN
TO WATER HEATER.
CHECK VALVE
T&P VALVE TO MECH. ROOM FLOOR SINK P-11
ELECTRIC WATER HEATER DETAIL
FLOOR SINK DETAIL
HUB OUTLET
MOUNT FLUSH
DRAIN LINE
WITH FINISHED
FLOOR
FLOOR GRATE TO BE
FLUSH WITH
FINISHED FLOOR
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SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
P5.0
PLUMBING DETAILS
A.GENERAL NOTES
1.DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY
CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO ALL SECTIONS OF DIVISION 15000.
2.THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND
REVIEW THE DRAWINGS FOR ALL DIVISIONS OF WORK PRIOR TO BEGINNING WORK AND IS RESPONSIBLE
FOR THE COORDINATION OF HIS/HER WORK AND THE WORK OF HIS/HER SUBCONTRACTORS WITH ALL
DIVISIONS OF WORK TO AVOID INTERFERENCE AND CONFLICTS. IT IS THIS CONTRACTOR'S
RESPONSIBILITY TO PROVIDE HIS/HER SUBCONTRACTORS WITH COMPLETE SETS OF BID DOCUMENTS.
3.THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF HIS/HER
WORK AND THE WORK OF HIS/HER SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE.
4.THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS
AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY
PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID.
SUBMITTAL OF A BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY
MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS
SHALL BE INCLUDED. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF HIS/HER
RESPONSIBILITY IN PERFORMANCE OF WORK
B.GENERAL REQUIREMENTS:
1.THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS,
TRANSPORTATION, AND FACILITIES NECESSARY TO PROVIDE A COMPLETE HVAC, PLUMBING, FIRE
PROTECTION SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS AND AS
REQUIRED BY JOB CONDITIONS. ALL WORK NECESSARY AND NOT SPECIFICALLY NOTED TO BE
PROVIDED BY OTHERS SHALL BE PROVIDED BY THIS CONTRACTOR.
2.ALL WORK SHALL BE PERFORMED IN A NEAT, PROFESSIONAL MANNER USING GOOD CONSTRUCTION
PRACTICES.
3.UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL
COMPONENTS THEREOF, SHALL BE NEW, TESTED, LISTED AND SIZED IN CONFORMITY WITH
REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT.
4.ALL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING,
MAINTAINING AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT
SERVICE ACCESS TO ALL EQUIPMENT.
5.FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXACT DIMENSION'S. OFFSETS AND ADDITIONAL
ELBOWS REQUIRED TO SUIT SITE CONDITIONS ARE CONSIDERED PART OF THE SCOPE.
C.CODES
1.ALL WORK SHALL COMPLY WITH 2018 IDAHO STATE PLUMBING CODE ORDINANCES AND OTHER STATE,
COUNTY, CITY AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES,
ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL
INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS
CONTRACTOR SHALL INCLUDE IN THE BID ANY CHANGES REQUIRED BY CODES AND IF THESE CHANGES
ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER
CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED TO THE
CONTRACTOR.
D.LICENSES PERMITS AND INSPECTION FEES
1.THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES
REQUIRED OR RELATED TO DIVISION 15000 WORK.
2.FURNISH TO THE (OWNER) ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT
COMPLETION OF PROJECT.
E.GUARANTEE
1.THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS/HER
CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS/HER OWN EXPENSE, ANY DEFECTIVE
WORK, MATERIAL OR EQUIPMENT DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF
ACCEPTANCE (IN WRITING) OF THE INSTALLATION. EXTENDED WARRANTIES ARE AS SPECIFIED WITH
INDIVIDUAL EQUIPMENT.
2.THE HOT WATER HEATERS SHALL BE FURNISHED WITH A 5 YEAR HEAT EXCHANGER WARRANTY.
F.P+ASING RE4UIREMENTS IF APPLICABLE
1.THIS CONTRACTOR SHALL INCLUDE IN THE BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE
OPERATING PORTION OF THE BUILDING'S (HVAC, PLUMBING AND SPRINKLER) SERVICES IN OPERATION.
CONTRACTOR MUST SCHEDULE IN WRITING ONE WEEK PRIOR TO ANY SHUT DOWN OF (THE HVAC,
PLUMBING OR FIRE PROTECTION) SYSTEMS
2.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING
WORK AND THE RENOVATION WORK. COORDINATE WITH THE OTHER CONTRACTORS ANY EXISTING
EQUIPMENT REQUIRED TO BE LEFT INTACT. THIS CONTRACTOR SHALL INCLUDE AND WILL BE HELD
RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING (FIRE PROTECTION SYSTEMS, PLUMBING FIXTURES,
PIPING SYSTEMS, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS). AND ASSOCIATED ROOF
CURBS OR RAILS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE.
CONTRACTOR SHALL VERIFY ALL PRESUMED ABANDONED (EQUIPMENT, PIPES, DUCTWORK AND
EQUIPMENT) PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL
EXTRANEOUS ITEMS IN THE SPACE, ASSOCIATED WITH THE SPACE, OR ON THE ROOF NOT APPLICABLE
TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH
EXISTING SURROUNDINGS. EXISTING ABANDONED (PIPES, DUCTS OR EQUIPMENT) IN THE FLOOR,
EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR
WITHIN THE FLOOR OR WALL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY
CODES, ABANDONED (PIPING AND/OR DUCTWORK) MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM
THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL.
G.SLEE9E
1.THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE
INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL OR PARTITION
AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH
SHALL EXTEND 2" ABOVE THE FLOOR.
2.CONTRACTOR SHALL COORDINATE ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY
FLOORS OR WALLS.
3.ALL SLEEVES AND OPENINGS THROUGH FIRE-RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED
WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN
THEIR FIRE RATING.SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE
STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY
PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL
BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM.
+.+ANGERS
1.PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK, AND EQUIPMENT IN ACCORDANCE
WITH SMACNA, MSS, ASME, AND ASHRAE STANDARDS.
2.HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH
RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK.
3.HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY. HANGING FROM METAL
DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORDS OF BAR JOISTS. WHERE
INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT (DUCTWORK OR PIPING) THE CONTRACTOR SHALL
INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT
INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT.
4.HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF
INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE
INSULATION. PROVIDE HIGH DENSITY INSULATION INSERT BETWEEN THE SADDLE AND THE PIPE.
5.HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED.
I.DIRT AND DUST CONTROL
1.SCREEN OFF ALL AREAS WHERE CONSTRUCTION IS TO TAKE PLACE FROM THE AREAS TO REMAIN
INHABITED. INHABITED AREAS SHALL REMAIN DUST AND DEBRIS FREE DURING CONSTRUCTION.
2.CLEAN ANY AREAS OUTSIDE DESIGNATED CONSTRUCTION AREA WHICH MAY HAVE BECOME SOILED DUE
TO CONSTRUCTION.
-.E4UIPMENT PIPING AND INSTALLATION
1.REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND
CRANE ARE CONSIDERED ACCEPTABLE AS EQUALS.
2.MAINTAIN A MINIMUM CLEARANCE OF 6" BETWEEN PLUMBING PIPING AND EQUIPMENT AND ALL
FIRE/SMOKE RATED WALLS.
3.INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL UNITS
LEVEL AND PLUMB, FIRMLY ANCHORED IN LOCATIONS INDICATED.
4.POTABLE WATER PIPING SHALL BE AS FOLLOWS:
a.BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND
SMALLER. BRAZE ALL JOINTS.
b.ALL OTHER: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TIN-ANTIMONY
SOLDER.
5.DRAINAGE, WASTE, AND VENT PIPING SHALL BE AS FOLLOWS:
a. SERVICE WEIGHT CAST IRON WITH NO-HUB COUPLINGS
b. IF APPROVED BY THE LOCAL CODES, SCHEDULE 40 PVC PIPE WITH DWV FITTINGS MAY BE USED FOR
THE WASTE AND VENT SYSTEM. PVC PIPE AND FITTINGS SHALL BE INSTALLED IN STRICT ACCORDANCE
WITH ALL CODES. ENCASEMENT OF PVC PIPES WITHIN RATED SHAFTS SHALL BE THE COST OF THIS
CONTRACTOR. SCHEDULE 40 PVC SHALL NOT BE INSTALLED WITHIN A PLENUM.
c. ABS AND FOAM CORE PIPING SHALL NOT BE USED.
d. SDR 35 IS NOT ACCEPTABLE FOR UNDER BUILDING USE.
6.PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED.
7.FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY ENGINEER IF
CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR
SHALL VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE-IN AS FOLLOWS:
c.SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE.
d.TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING EQUIPMENT SUPPLIED.
8.INSULATE ALL HOT AND COLD WATER PIPING WITH 1" THICK (K=0.23 @ 75°F) FIBERGLASS PIPE INSULATION
WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED
RATING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
9.INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORIES WITH TRUEBRO MODEL 102W
"HANDI LAV GUARD" INSULATION KIT OR EQUAL.
10.INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING
AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF
5 FEET.
11.FLUSH STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES.
12.TEST ENTIRE PLUMBING SYSTEM IN ACCORDANCE WITH 2018 IDAHO STATE PLUMBING CODE.
13.PROVIDE WATER METER AND REMOTE READER PER LOCAL UTILITIES REQUIREMENT, IF APPLICABLE.
14.CONDENSATE DRAIN: PROVIDE POLYVINYL CHLORINE (PVC) SCHEDULE 40 PLASTIC PIPE (TYPE (DWV) IN
CONFORMANCE WITH STANDARD ASTM D2665.
15.VALVES: PROVIDE BALL VALVE NIBCO SERIES 585-70 FOR SHUT-OFF
16.PROVIDE ACCESS PANELS WHERE REQUIRED FOR OPERATION, MAINTENANCE AND BALANCING OR
PLUMBING EQUIPMENT.
17.PROVIDE WATER HAMMER ARRESTORS AT EACH BRANCH LINE.
H.GAS PIPING
1.FURNISH AND INSTALL A COMPLETE GAS PIPING SYSTEM.
2.GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-53, WITH MALLEABLE THREADED FITTINGS FOR
2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER.
3.FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION AT EACH PIECE OF EQUIPMENT.
4.PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING
EVERY 5 FEET, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE
STRINGENT.
5.GAS PIPING EXPOSED ON ROOF SHALL BE PAINTED WITH RUST-INHIBITING PAINT.
6.GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR WELDED IN
ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE AND APPLICABLE NFPA 54 CODES.
7.TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS
COMPANY, LOCAL CODES AND APPLICABLE NFPA CODES.
8.CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL
GAS COMPANY PRIOR TO BID. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID.
I.LABELSPIPE MARKERS
1.FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS EVERY 5 FEET ON ALL PIPES INSTALLED UNDER
THIS CONTRACT. MARKERS SHALL BE A MINIMUM OF 1-1/2" X 8" AND IDENTIFIED IN ACCORDANCE WITH
THE BACKGROUND AND LETTER COLORS ISSUED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE
(ANSI). MARKERS SHALL BE MANUFACTURED BY CHAMPION AMERICA INC., BRADY, SETON, OR EQUAL.
2.PIPING SHALL BE IDENTIFIED AS FOLLOWS: CONDENSATE, REFRIGERANT LIQUID, REFRIGERANT SUCTION,
AND DIRECTIONAL ARROWS. ALL IDENTIFICATIONS MUST BE VISIBLE AT EQUIPMENT.
3.VALVES SHALL BE TAGGED IN ACCORDANCE TO VALVE OPERATION SCHEMATIC.
4.LABEL ALL FILTERED SUPPLY STOPS.
-.STEEL FRAMING FOR SUPPORT
1.PROVIDE ALL NECESSARY STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED
OR IMPLIED ON THE DRAWINGS. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE AT THIS
CONTRACTOR'S EXPENSE
K.SYSTEM START-UP
1.THIS CONTRACTOR SHALL INCLUDE AS A BASE, 2-HOURS OF START-UP TIME PLUS AN ADDITIONAL
2-HOURS OF START-UP TIME PER HVAC UNIT SHOWN ON DRAWINGS.
L.FINAL INSPECTIONS
1.ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE ENGINEER SHALL BE NOTIFIED (IN
WRITING) TO INSPECT THE FINISHED INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE
PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE TO BRING
ALL ITEMS REPORTED BY THE ENGINEER INTO COMPLIANCE
GREASE INTERCEPTOR DETAIL
SAMPLING WELL DETAIL
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SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
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1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
796 Merus Court
St. Louis, MO 63026
T 636.349.1600
F 636.349.1730
CERTIFICATE OF AUTHORITY NO. 3800
P6.0
PLUMBING
SPECIFICATIONS &
FILTER SCHEMATICS