bridger elementary school · 7910 se market st portland, or 97215 pps project no:...
TRANSCRIPT
SITE
SE
82N
D A
VE
SE DIVISION ST
SE STARK ST
NE GLISAN ST
NE SANDY B
LVD
84
26
SE
122 A
VE
SE
60T
H
AV
E
SE
CE
SA
R C
HA
VE
Z B
LV
D
SE FOSTER RD
205
SE POWELL BLVD
MT. TABOR PARK
SITE
SE MARKET ST
SE HAWTHORNE BLVD
SE
72N
D A
VE
SE
80T
H A
VE
SE DIVISION ST
SE
60T
H A
VE
MT. TABOR PARK
SE WASHINGTON ST
SE STARK ST
SE MILL ST
SE MARKET ST
SE
92N
D A
VE
SE
82N
D A
VE
205
PROPOSED PORTABLE CLASSROOM BUILDING RELOCATION
(E) PORTABLE CLASSROOM BUILDING
(E) SCHOOL
SE MARKET ST
SE STEPHENS ST
SE
77T
H A
VE
SE MILL ST
SE
76T
H A
VE
SE
80T
H A
VE
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
7910 SE Market St
Portland, OR 97215
PPS - Bridger
Elementary School
Modular Relocation
8/23/2018 3:46:39 PMC:\Users\mhb\Documents\Revit Projects\CURRENT PROJECTS\PPS Modulars\276-PPS_Modulars-L.rvt Asindicated
G0.01B
TITLE SHEET
AND DRAWING
INDEX
QNR
CCB
Portland Public
Schools
District #1J
2170276.00
Mechanical/Electrical
INTERFACE ENGINEERING, INC.100 SW MAIN ST, SUITE1600, PORTLAND, OR 97204PHONE: (503) 382-2266
2018
CONSTRUCTION SET 8/23/18
BRIDGER ELEMENTARY SCHOOL7910 SE MARKET STPORTLAND, OR 97215
PPS PROJECT NO: MULT-2018-4572-FY18
N.T.S.
VICINITY MAPN.T.S.
LOCATION MAP
PROJECT DIRECTORY
DRAWING INDEX
GENERAL
ARCHITECTURAL
SITE INFORMATION
PROJECT SCOPE
SPECIAL INSPECTIONS
G0.01B TITLE SHEET AND DRAWING INDEX
G0.02B PROJECT GENERAL NOTES, SYMOBLS, AND ABBREVIATIONS
A0.01B TYPICAL DETAILS / DOOR SCHEDULE
A1.10B FOUNDATION PLAN & DETAILS
A1.11B FLOOR PLAN & BUILDING ELEVATIONS
A1.12B ROOF PLAN
A4.10B ENLARGED PLANS AND ELEVATIONS
RELOCATION OF EXISTING PORTABLE CLASSROOM BUILDING FROM STORAGE FACILITY TO BRIDGER ELEMENTRY SCHOOL. SCOPE OF WORK FOR MODULARS TO INCLUDE SITE ELECTRICAL AND WASTE WATER CONNECTIONS, BUILDING FOUNDATIONS, ADA ACCESS RAMP, ADA UNISEX RESTROOMS WITHIN MODULAR, FINISH UPGRADES AND MEP UPGRADES.
1" = 50'-0"G0.01B
1 SITE PLAN - BRIDGERRevision Schedule
Revision Delta Issue Date
1 5/9/18
2 8/23/18
C0.01B CIVIL NOTES AND LEGEND
C1.10B SITE, GRADING, + UTILITY PLAN
C5.10B CITY OF PORTLAND STANDARD DETAILS
CIVIL
M0.01B SYMBOLS LIST AND GENERAL NOTES - MECHANICAL
M1.11B FLOOR PLAN - BUILDING B - MECHANICAL
P0.01B SYMBOLS LISTS AND GENERAL NOTES - PLUMBING
P1.11B LEVEL 1 FLOOR PLAN - BUILDING B - PLUMBING
MECHANICAL
PLUMBING
ELECTRICAL
E0.01B SYMBOLS LISTS AND GENERAL NOTES - ELECTRICAL
E1.01B SITE PLAN - BUILDING B - POWER & SIGNAL
E1.02B SITE PLAN - BUILDING B - PGE PLAN
E1.11B LEVEL 1 FLOOR PLAN - BUILDING B - ELECTRICAL
E5.10B SINGLE LINE DIAGRAM & SCHEDULES - BUILDING B - ELECTRICAL
OWNER
ARCHITECT
MECHANICAL / ELECTRICAL / PLUMBING
STRUCTURAL ENGINEERING
GENERAL CONTRACTOR CIVIL ENGINEER
PORTLAND PUBLIC SCHOOLS DISTRICT #1J
CONTACT: JERAD LILLEGARD501 N. DIXON ST.PORTLAND, OR 97227
EMAIL: [email protected]: (503) 916-3034
MACKENZIE
CONTACTS: CATHY BOWMAN, ARCHITECTRIVEREAST CENTER1515 SE WATER AVENUE, SUITE 100PORTLAND, OR 97214
EMAIL: [email protected]: (503) 224-9560FAX: (503) 228-1285
INTERFACE ENGINEERING
CONTACTS: STEVE DACUS, PROJECT MANAGER100 SW MAIN ST, SUITE 1600PORTLAND, OR 97204
EMAIL: [email protected]: (503) 382-2266
MACKENZIE
CONTACTS: MELINDA BENKO-WILLIAMSRIVEREAST CENTER1515 SE WATER AVENUE, SUITE 100PORTLAND, OR 97214
EMAIL: [email protected]: (503) 224-9560FAX: (503) 228-1285
MACKENZIE
CONTACTS: BREEZY RINEHART-YOUNG, CIVIL ENGINEER OF RECORDRIVEREAST CENTER1515 SE WATER AVENUE, SUITE 100PORTLAND, OR 97214
EMAIL: [email protected]: (503) 224-9560FAX: (503) 228-1285
TBD
CONTACTS: TBDEMAIL: TBDPHONE: TBD
SEE SHEET A1.10BLEGAL DESCRIPTION: 1S2E05DA 11300
ADDRESS: 7730 SE MARKET STPORTLAND, OR 97215
FIRE ALARM
FA0.01B SYMBOLS LISTS AND GENERAL NOTES - FIRE ALARM
FA1.01B SITE PLAN - BUILDING B - FIRE ALARM
FA1.11B LEVEL 1 FLOOR PLAN - BUILDING B - FIRE ALARM
ALTERNATES
1. NEW PAINT FOR ENTIRE MODULAR, A1.11B2. INSTALL WALL TILE AND BASE INSTEAD OF FRP AND
RUBBER BASE IN RESTROOMS3. ADD CHAIN LINK FENCING AT PLANTER
1
DEFERRED SUBMITTALS
PER SECTION 107.3.4.2 DEFERRED SUBMITTALS: DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE CONTRACTOR FOR DISTRIBUTION TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
• DESIGN BUILD FIRE SPRINKLERS
2
APPEALSRESP.
CIVIL DETAILS
0GRIDLINE
DETAIL REFERENCE MARK A1.10
1SIM
DETAIL #
CATEGORY
SUB-CATEGORY
SHEET #
OPT. NOTE
00-00KEYNOTE
DIVISION #
NOTE #
1
REVISION #
REVISION MARK
REVISION CLOUD
TRUE NORTH
PROJECT NORTH
NORTH ARROW
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
7910 SE Market St
Portland, OR 97215
PPS - Bridger
Elementary School
Modular Relocation
8/23/2018 3:46:40 PMC:\Users\mhb\Documents\Revit Projects\CURRENT PROJECTS\PPS Modulars\276-PPS_Modulars-L.rvt 12" = 1'-0"
G0.02B
PROJECT
GENERAL
NOTES,
SYMOBLS,
AND
ABBREVIATIONS
QNR, MHB
CCB
Portland Public
Schools
District #1J
2170276.00
Mechanical/Electrical
INTERFACE ENGINEERING, INC.100 SW MAIN ST, SUITE1600, PORTLAND, OR 97204PHONE: (503) 382-2266
2018
CONSTRUCTION SET 8/23/18
A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM.
B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES.
C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.
D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE.
E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED.
F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE.
G. THE TERMS “ABOVE FINISH FLOOR” (AFF) AND “FINISH FLOOR ELEVATION” (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR.
H. DO NOT SCALE DRAWINGS.I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN
PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD.J. FINISH FLOOR ELEVATION OF 0'-0” = 265.00' AS INDICATED ON CIVIL DRAWINGS. K. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING
MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF PORTLAND REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS.
L. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT.
M. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE.
N. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER
PROJECT GENERAL NOTES
R RADIUS
RAD RADIUL
RB RUBBER BASE
RBE ROOF BASE ELEVATION
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RECEPT RECEPTION(IST)
REF REFERENCE / REFRIGERATOR
REINF REINFORCING
REQ / REQ'D REQUIRED
REV REVISION
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
S STAIN
SAT SUSPENDED ACOUSTICAL TILE
SC SEALED CONCRETE / SOLID COREWOOD
SCHED SCHEDULE
SCM STRUCTURAL CLAY MASONRY
SF STORE FRONT / SQUARE FEET
SFRS SEISMIC FORCE RESISTING SYSTEM
SHTG / SHT'G SHEATHING
SIM SIMILAR
SLRS SEISMIC LOAD RESISTIVE SYSTEM
SLV SHORT LEG VERTICAL
SMS SHEET METAL SCREW
SOG SLAB ON GRADE
SP SPACE(D)(S)
SPEC(S) SPECIFICATION(S)
SQ SQUARE
SS STAINLESS STEEL / SOLID SURFACE
ST STONE
STA PT STATION POINT
STAGG STAGGERED
STD STANDARD
STIFF STIFFENER
STL STEEL
STRUCT STRUCTURAL
SUSP SUSPENDED
SV SHEET VINYL
T TEMPERED
T&B TOP AND BOTTOM
T/ TOP OF
TC TOP OF CURB
TEMP TEMPERATURE / TEMPORARY
THK THICK / THICKNESS
TL TOTAL LOAD
TN TOE NAIL
TO TOP OF
TOF TOP OF FOOTING
TOS TOP OF STEEL
TOW TOP OF WALL
TPO THERMOPLASTIC POLYOLEFIN
TRANS / TRANSV TRANSVERSE
TS TUBE STEEL
TYP TYPICAL
U/S UNDERSIDE
UC UNDER COUNTER
UL UNDER WRITERS LABORATORIES
UNO / UON UNLESS NOTED OTHERWISE
USG UNITED STATES GYPSUM
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VFY VERIFY
VIF VERIFY IN FIELD
VP VISION PANEL
W/ WITH
W/CRC COATING WITH CHEMICALRESISTANCE
W/O WITHOUT
WB WOOD BASE
WC WATER CLOSET / WALL COVERING
WD WOOD
WF WIDE FLANGE BEAM
WH WATER HEATER
WP WATER PROOF / WOOD PANELING /WORK POINT
WR WATER RESISTANT
WRGB WATER RESISTANT GYPSUM BOARD
WS WATER STOP / WELDED STUD
WWF WELDED WIRE FABRIC
WWR WELDED WIRE MESH
L ANGLE
LAM LAMINATE
LAV LAVATORY
LB LAG BOLT
LL LIVE LOAD
LLV LONG LEG VERTICAL
LONG / LONGIT LONGITUDINAL
LP LOWPOINT
LSL LAMINATED STRAND LUMBER
LVL LAMINATED VENEER LUMBER
LWC LIGHTWEIGHT CONCRETE
M MIRROR
M/E/P MECHANICAL/ ELECTRICAL/ PLUMBINGOR PROCESS
MANF MANUFACTURER
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MDF/MDO MEDIUM DENSITY FIBERBOARD /OVERLAY
MECH MECHANICAL
MFD MANUFACTURED
MFG MANUFACTURING
MFR MANUFACTURER
MGR MANAGER
MH MAN HOLE
MIN MINIMUM
MISC MISCELLANEOUS
MK MARK
MLP METAL LINEAR PANEL
MO MASONRY OPENING
MOD BIT MODIFIED BITUMINOUS
MP METAL PANEL
MTL METAL
(N) NEW
NFPA NATIONAL FIRE PROTECTION AGENCY
NIC NOT IN CONTRACT
NO. / # NUMBER
NOM NOMINAL
NR NON RATED
NS NEAR SIDE
NTE NOT TO EXCEED
NTS NOT TO SCALE
O/A OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED, CONTRACTORINSTALLED
OFOI OWNER FURNISHED, OWNERINSTALLED
OH OPPOSITE HAND
OHD OVERHEAD DOOR
OPNG OPENING
OPP OPPOSITE
OSF / O/FACE OUTSIDE FACE
OSSC OREGON STRUCTURAL SPECIALTYCODE
OTS OPEN TO STRUCTURE
P PAINT
P-LAM PLASTIC LAMINATE
P.E. PROFFESSIONAL ENGINEER
PB PARTICLE BOARD
PDA / PAF POWDER DRIVEN ANCHORS/POWDERACTUATED FASTENER
PJ PANEL JOINT
PL / PLATE
PLB PARALLAM BEAM
PLMB PLUMBING
PLY / PLYWD PLYWOOD
PNL PANEL
PR PAIR
PS POUR STRIP
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSL PARALLEL STRAND LUMBER
PT PRESSURE TREATED / PORCELAINTILE
PVC POLY VINYL CHLORIDE
PVMT PAVEMENT
EOP EDGE OF PANEL
EP EPOXY PAINT / EDGE OF PAVEMENT
EPDM ETHYLENE PROPYLENE DIENEMONOMER
EQ EQUAL
ES EACH SIDE
ETC EPOXY TRAFFIC COATING / ETCETERA
EW EACH WAY
EXP EXPOSED STRUCTURE
EXP JT / EJ EXPANSION JOINT
EXT EXTERIOR
F/ FACE OF
F/STUD FACE OF STUD
FB FLAT BAR
FC FACE OF CURB
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FE FIRE EXTINGUISHER
FF FACTORY FINISH / FINISHED FACE
FFE FINISH FLOOR ELEVATION
FIN FINISH(ED)
FL FLUSH
FLR FLOOR
FM FACTORY MUTUAL
FN FIELD NAILING
FND FOUNDATION
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOIC FURNISH BY OWNER INSTALL BYCONTRACTOR
FOM FACE OF MASONRY
FOS FACE OF STUD
FOW FACE OF WALL
FS FAR SIDE
FT FEET/FOOT FIRE TREATED
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GEN GENERAL
GLB GLULAM BEAM
GLZ GLAZING
GR GRADE
GRD GRID ONLY
GSA U.S. GENERAL SERVICESADMINISTRATION
GYP BD GYPSUM BOARD
HB HOSE BIB
HC HOLLOW CORE / HANDICAP
HCM HOLLOW CLAY MASONRY
HDPE HIGH DENSITY POLYETHELENE
HDR HEADER
HDWR HARDWARE
HGR HANGER
HL HALF LITE
HM HOLLOW METAL
HMK HOLLOW METAL KNOCKDOWN
HMW HOLLOW METAL WELDED
HORIZ HORIZONTAL
HR(S) HOUR(S)
HS HEADED STUD
HSB HIGH STRENGTH BOLT
HSS HOLLOW STRUCTURAL STEEL
HTG HEATING
HVAC HEATING, VENTILATION AND AIRCONDITIONING
HWS HEADED WELD STUD
IBC INTERNATIONAL BUILDING CODE
ID INSIDE DIAMETER
IE INVERT ELEVATION
IF INSIDE FACE
IFC INTERNATIONAL FIRE CODE
IMC INTERNATIONAL MECHANCIAL CODE
INFO INFORMATION
INSP INSPECTION / INSPECTOR
INSUL INSULATION
INT INTERIOR
IPC INTERNATIONAL PLUMBING CODE
JNT JOINT
JST JOIST
K KIPS
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
@ AT
AB ANCHOR BOLT
AC ASPHALTIC CONCRETE
ACI AMERICAN CONCRETE INSTITUTE
ADA AMERICANS WITH DISIBILITIES ACT
ADD'L ADDITIONAL
ADJ ADJACENT/ ADJUSTABLE
AESS ARCHITECTURALLY EXPOSEDSTRUCTURAL STEEL
AFF ABOVE FINISH FLOOR
AISC AMERICAN INSTITUTE OF STEELCONSTRUCTION
AL / ALUM ALUMINUM
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECT(URAL)
ATR ALL-THREAD ROD
B/ BOTTOM OF
BATT BATTEN INSULATION
BD BOARD
BLD / BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BENCHMARK / BEAM
BN BOUNDARY NAIL
BOT / BOTT BOTTOM
BRG BEARING
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT UP ROOFING
CAB CABINET
CB CATCH BASIN
CDF CONTROLLED DENSITY FILL
CIP CAST IRON
CJ CONTROL JOINT
CL / CENTERLINE
CLNG CEILING
CLR CLEAR
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CNTR CENTER
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONF CONFERENCE
CONN CONNECTION
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
COORD COORDINATE
CORR CORRUGAT(ED) (lON)
CPT CARPET
CRC CHEMICAL RESISTANT COATING
CSK COUNTERSINK
CSP CONCRETE SEWER PIPE
CTOP COUNTERTOP
CTR / CNTR CENTER
CW CONCRETE WALL
d PENNY(NAILS)
DBA DEFORMED BAR ANCHOR
DBL DOUBLE
DC DEMAND CRITICAL WELD
DET / DTL DETAIL
DET/DTL DETAIL
DF DRINKING FOUNTAIN / DOUGLAS FIR
DIA / ø DIAMETER
DIAPH DIAPHRAGM
DIM DIMENSION
DL DEAD LOAD
DN DOWN
DP DEEP
DR DOOR
DS DOWN SPOUT
DWG DRAWING
DWLS DOWELS
(E) / EXIST EXISTING
E/ EDGE OF
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION FINISHSYSTEM
ELECT ELECTRICAL
ELEV ELEVATION
EN EDGE NAIL
ENGR ENGINEER
STANDARD ABBREVIATIONS
SYMBOLS AND REFERENCESPROJECT SUMMARY
CODE SUMMARY
Revision Schedule
Revision Delta Issue Date
2 8/23/18
EXISTING BUILDLINGOCCUPANCY: ECONSTRUCTION TYPE: TYPE V-B
CHAPTER 3 USE AND OCCUPANCY CLASSIFICATIONBUILDING USES:
EDUCATIONAL
CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS503 BUILDING AREA: 1,660 SF504.2 BUILDING HEIGHT
ALLOWED: 40'-0"PROVIDED 13'-6"
CHAPTER 9 FIRE PROTECTION SYSTEMS AUTOMATIC FIRE SPRINKLERS THROUGHOUT - DESIGN BUILD
906.3.1 PORTABLE FIRE EXTINGUISHERS - CLASS A. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER SHALL BE 75'. PORTABLE FIRE EXTINGUISHER REQUIREMENTS SHALL BE DETERMINED BY THE FIRE DEPARTMENT IN ACCORDANCE WITH APPLICABLE CODES. ALL EXISTING FIRE EXTINGUISHERS ARE TO REMAIN AND BE RELOCATED AS REQUIRED.
CHAPTER 10 MEANS OF EGRESS1004 OCCUPANT LOAD
OCCUPANCY TYPE: EGROUND FLOOR
AREA: 1,660 SF (1,490 SF NET)LOAD FACTOR: 20 NET
BUILDING TOTAL: 75 OCCUPANTSOCCUPANCY TYPE AND LOAD UNALTERED, THEREFORE CHAPTER 34 APPLIES
1021.2.4 NUMBER OF EXITS REQUIRED: 2NUMBER OF EXITS PROVIDED: 2MEANS OF EGRESS UNALTERED, THEREFORE CHAPTER 34 APPLIES
CHAPTER 29 PLUMBING SYSTEMSTABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES.
NUMBER OF REQUIRED WATER CLOSETS: 2NUMBER OF REQUIRED LAVATORIES: 2NUMBER OF REQUIRED WATER FOUNTAINS: 1NUMBER OF WATER CLOSETS PROVIDED: 2NUMBER OF LAVATORIES PROVIDED: 2NUMBER OF WATER FOUNTAINS PROVIDED: 2
OCCUPANCY TYPE AND LOAD UNALTERED, THEREFORE CHAPTER 34 APPLIES
LOCATION: 7730 SE MARKET STPORTLAND, OR 97215
ZONING: R5
BUILDING CODE:2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC)2014 OREGON MECHANICAL SPECIALTY CODE (OMSC)2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) W/ STATE AMENDMENTS2017 OREGON PLUMBING SPECIALTY (OPSC)2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)2014 OREGON FIRE CODE (OFC)2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72 (NATIONAL FIRE ALARM CODE)2009 ICC/ANSI A117.1-09, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, W/ STATEWIDE AMENDMENTS
CLIMATE ZONE: 9A
2
APPEALSRESP.
T
A1(E)HM VISION PANEL
A2HM FLUSH
H-1: EXTERIOR• PANIC HARDWARE W/ LEVER FUNCTION• SURFACE CLOSER• KICK STOP• HEAD DRIP• WEATHERSTRIPPING• THRESHOLD• SWEEP
H-2: RESTROOM• LATCHSET• DEADBOLT W/ OCCUPANCY INDICATOR AND EXTERIOR
OVERRIDE• BUTTS• SURFACE CLOSER• HEAD DRIP• WEATHERSTRIPPING• THRESHOLD• SWEEP
P1A :• 5/8" GYP BD• 4" WD STUDS• SOUND ATTENUATION BATT INSULATION• 5/8" GYP BD
NOTES: • ALL WALL EXTEND TO STRUCTURE
U.N.O.• PROVIDE ACOUSTIC SEALANT AT
BOTTOM AND TOP OF WALL THAT GO TO STRUCTURE.
• IN AREAS PRONE TO MOISTURE USE MOISTURE RESISTANT GYP BD.
• SEE STRUCTURAL DRAWINGS FOR EXACT STUD SIZE AND SPACING
P2A :• CERAMIC TILE ON ONE SIDE OR BOTH
AS OCCURS• 5/8" GYP BD OR GLASS MESH MORTAR
UNITS AS OCCURS, BOTH SIDES• 2x4 STUDS @ 24" ON EACH SIDE• 3" SOUND ATTENUATION BATT INSUL• PLUMBING CHASE BETWEEN STUDS• 1' - 6" TOTAL ASSEMBLY FROM FINISH
FACE TO FINISH FACE
NOTE: - SEE PARTITION NOTES - USE MOISTURE RESISTANT GYP BD
P2A = 1' - 6"
AL ALUMINUMFF FACTORY FINISHGL GLASSHDWR HARDWAREHM HOLLOW METALMFR MANUFACTUREROVHD OVERHEADP PAINTS STAINSF STOREFRONTSC SOLID CORESTL STEELT TEMPERED GLASS
A. ALL SIZES INDICATE ROUGH OPENING DIMENSIONSB. FIELD VERIFY ALL DIMENSIONS. C. SOLID GROUT ALL DOOR AND WINDOW MULLIONS AT EXTERIOR AND
INTERIOR LOCATIONS.D. ALL DOORS AND HARDWARE PER PPS STANDARDS.
ELEVATION KEY MARK
INTERIOR ELEVATION KEY MARK
A2.10
1
DETAIL #
SHEET #
A4.10
1 DETAIL #
SHEET #
FILLED ARROW
ANNOTATION SYMBOLS
Room name
101
SPACE #
SPACE NAME
ROOM/SPACE IDENTIFICATION
101DOOR NUMBER SYMBOL
MIN
60"
MIN
18"
MIN
48"
12" MIN
IF BOTH LATCH AND CLOSER
FRONT APPROACH
B: 5
4"
MIN
A: 6
0"
MIN
B: 42" MIN
A: 36" MIN
42"
MIN
12" MIN
IF BOTH LATCH AND CLOSER
HINGE SIDE APPROACH
48"
MIN
MIN
24"
42"
MIN
24" MIN
LATCH SIDE APPROACH
22"
48"
IF B
OT
H
LA
TC
H A
ND
C
LO
SE
R
54"
IF C
LO
SE
R
PR
OV
IDE
D
48"
IF C
LO
SE
R
PR
OV
IDE
D
OUTLETS
ADA SIGNAGE
SWITCHES AND ENVIRONMENTAL CONTROLS
SWITCHES AND OUTLETSA B
HC SIGNAGE
BRAILLE SIGNAGE
48
"- 6
0"
6"
18"
44"6
0"
NOTE: CONFIRM WITH ELECTRICAL DRAWINGS
FHC, FVC, OR FEC
FIRE HOSE CABINET / FIRE EXT. CABINET
C
HANDLE
HC
40"
ADA MOUNTING HEIGHT SCHEDULE
STANDARD MOUNTING HEIGHT SCHEDULE
TOILET ACCESSORY ABBREVIATIONS LEGEND
GENERAL NOTES:
TOILET ACCESSORIES
PTD
LAVATORYKNEE/TOE CLEARANCE DRINKING FOUNTAINB C
J
MIRROR
HC LAVATORY
PROVIDE INSULATION FOR DRAIN PIPE AT HC LAV PER ADA
BOTTOM OF MIRROR
HEIGHT OF OPERABLE PARTS, TYP
DLAVATORY - PLANCLEAR FLOOR SPACE
HANDICAP
PAPER TOWEL DISPENSER
SOAP DISPENSER
SEAT COVER DISPENSER
TOILET PAPER
WASTE RECEPTACLE
WATER CLOSET
HC
PTD
SD
SCD
TP
WR
WC
1. ALL STAINLESS STEEL ACCESSORIES TO BE SATIN FINISH UNLESS OTHERWISE NOTED.2. MOUNT ALL TOILET ROOM ACCESSORIES PER MANUFACTURER'S RECOMMENDED
MOUNTING HEIGHTS, WITHIN STATED ADA TOLERANCES.3. FLOOR DRAINS TO BE LOCATED OUTSIDE OF ADA CLEAR FLOOR AREAS, COORDINATE
WITH PLUMBING.4. WRAP ALL EXPOSED WASTE AND HOT WATER LINES PER ADA CODE.
FACE OFFO
MINIMUMMIN
TO TOP OF
TYPICALTYP
36"
MIN
48"
MA
X
34"
9"
CLR
27"
MIN
30"
MA
X
8" MIN
24
" C
LR
MAX5"
MIN
15"M
AX
36"
TOILET STALL - REAR WALLACCESSORIES
TOILET STALL - SIDE WALLGRAB BARS
TP
SCDALT.LOCATION
TOILET STALL - REAR WALLGRAB BARS
TOILET STALL - SIDE WALLDISPENSERS BELOW BARE F G H
42" GRAB BAR
F.O.WC
MAX
6" 36"
WC
28"
MAX
12"
MIN
42"
1 1/2"
1 1/4" -1 1/2"
17"
33
" -
36
"
T/BAR
39" - 41"
54" MIN
30
" -
32
"
25
" -
27
"
T/BAR
16"24" MIN.
SCD
MA
X
36"
INSTALL FLUSH HANDLE ATOPEN SIDE OF TOILET
17
"- 1
9"
18" VERTICALGRAB BAR
36" GRABBAR
CLEAR
60"
CLE
AR
60"
TOILET PLANCLEAR FLOOR SPACE
NEAREST OBSTRUCTION(SINK, PARTITION, ETC)
30"
EQ EQ
38
"- 4
3"
ACCESSIBLE FOUNTAIN
STANDINGFOUNTAIN6" MIN 11" MIN
A
7" - 9"
24"
MIN
SD SCD
4"
WALL AS OCCURS
STEEL FRAME
DBL WOOD STUD AT JAMB TYP
DBL WOOD STUD AT JAMB TYP
GYP BD
SOUND ATTENUATION AS OCCURS
GYP BD
SOUND ATTENUATION AS OCCURS
EXPANSION JOINT
SIDEWALK AS OCCURS
SEALANT & BACKER ROD
OVERLAP1/2" MIN
1"
'1/2" MAX SLOPE
FACE OF FINISH BEYOND AS OCCURS
DOOR PER SCHEDULE
FRAME PER SCHEDULE, SHIM AS REQ'D
FLOOR FINISH AS OCCURS
WEATHERSTRIP
ADA THRESHOLD SET IN FULL MASTIC BED
SE
E P
LA
NS
NOTE: PROVIDE PRESSURE TREATED WOOD MEMBERS IN CONTACT W/ MASONRY OR CONCRETE
SOUND ATTENUATION INSULATION, TYP
WOOD STUDS
STRUCTURE ABOVE
1"
MIN
CEILING AS OCCURS
SEALANT
WOOD JOIST
1/2
" M
AX
WOOD STUDS
GYP BD EA SIDE BASE PLATE
CONT. ACOUSTICAL SEALANT EACH SIDE AGAINST TRACK. NO SEALANT AT P1A AND P1B CONDITIONS. PROVIDE FIRE SEALANT BOTH SIDES AT FIRE RATED WALL PARTITIONS
FINISH FLOOR
DOORS
PORTABLE BUILDING DOOR HARDWARE
EXTERIOR (CLASSROOM)
EXTERIOR (RESTROOM)
HARDWARE
CLOSERS
CYLINDERS
PANIC HARDWARE
TWO (2) (E) 36" X 84" X 1 3/4" GALVANIZED SEAMLESS STEEL DOOR; INSULATE, REPLACE WEATHER STRIPPING AS NEEDED, PROVIDE ANSI STANDARD ALUMINUM THRESHOLD, CLOSER, AND PANIC HARDWARE; 6" X 27" TEMPERED RE-LITE; REPAINT
EXTERIOR: NORTON 7500SSINTERIOR: NORTON 7704 / 7500
EXTERIOR (CLASSROOM): VON DUPRIN RHODE LEVERS, BEST (IC) CYLINDERS HEAVY DUTY - ND94BD (CLASSROOM LOCK TYPE), KEY IN LEVER, 7-PIN 'J' KEYWAY. PROVIDE CONSTRUCTION CORE.EXTERIOR (RESTROOM): VON DUPRIN RHODE LEVERS, BEST (IC) CYLINDERS HEAVY DUTY - PRIVACY LOCK WITH "OCCUPIED" INDICATOR SCHLAGE MORTISE L9496 06 L283-722 L583-363, PROVIDE CONSTRUCTION CORE
VON DUPRIN 99 SERIES
TWO (2) 36" X 84" X 1 3/4" GALVANIZED SEAMLESS STEEL DOOR; 18 GAUGE DOOR WITH 16 GAUGE STEEL WELDED FRAME; PROVIDE ANSI STANDARD ALUMINUM THRESHOLD, AND CLOSER; PAINT
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
7910 SE Market St
Portland, OR 97215
PPS - Bridger
Elementary School
Modular Relocation
8/23/2018 3:46:22 PMC:\Users\mhb\Documents\Revit Projects\CURRENT PROJECTS\PPS Modulars\276-PPS_Modulars-L.rvt Asindicated
A0.01B
TYPICAL
DETAILS /
DOOR
SCHEDULE
MHB
CCB
Portland Public
Schools
District #1J
2170276.00
Mechanical/Electrical
INTERFACE ENGINEERING, INC.100 SW MAIN ST, SUITE1600, PORTLAND, OR 97204PHONE: (503) 382-2266
2018
CONSTRUCTION SET 8/23/18
DOOR TYPES
DOOR HARDWARE SCHEDULE
3" = 1'-0"A0.01B
P1 P1 - TYPICAL WALL
3" = 1'-0"A0.01B
P2 P2 - PLUMBING WALL
DOOR SCHEDULE ABBREVIATIONS
GENERAL NOTES
ARCHITECTURAL LEGEND
1/4" = 1'-0"A0.01B
1 ADA DOOR CLEARANCES
1/4" = 1'-0"A0.01B
6 ADA MOUNTING HEIGHTS
1/4" = 1'-0"A0.01B
16 ADA TOILET ROOM CLEARANCES AND MOUNTING HEIGHTS
DOOR SCHEDULE -- BRIDGER
Door
Door Frame Detail
HdwrGroup Rating CommentsWidth
Height Thk Type Mat'l
Finish Type Mat'l
Finish Head Jamb Sill
121A 3' - 0" 7' - 0" 1 3/4" A1 (E) (E) (E) HM STL P 4/A0.01A 4/A0.01A 9/A0.01B H-1 1
122A 3' - 0" 7' - 0" 1 3/4" A2 HM P (E) (E) (E) (E) (E) (E) H-2 2
123A 3' - 0" 7' - 0" 1 3/4" A1 (E) (E) (E) HM STL P 4/A0.01A 4/A0.01A 9/A0.01B H-1 1
124A 3' - 0" 7' - 0" 1 3/4" A2 HM P (E) (E) (E) (E) (E) (E) H-2 2
3" = 1'-0"A0.01B
3 TYPICAL DOOR JAMB DETAIL (HEAD SIM)
3" = 1'-0"A0.01B
8 HOLLOW METAL DOOR SILL 3/4" = 1'-0"A0.01B
9 TYPICAL INTERIOR PARTITION
3" = 1'-0"A0.01B
4A PARTITION HEAD
3" = 1'-0"A0.01B
4B PARTITION BASE
Revision Schedule
Revision Delta Issue Date
DOOR SCHEDULE COMMENTS1. RELOCATE (E) HM DOOR WITH VISION LITE, PROVIDE NEW
FRAME.2. INSTALL NEW HM FLUSH DOOR IN (E) FRAME.
1B 3B
AB
CB
BB
2B
(E)
(2)1
1/2
x 7
1/4
(E)
W1
2X
14
(E)
W1
2X
14
(E)
W1
2X
14
(E)
W1
2X
14
TY
P
6' -
0"
2' -
0"
2' - 9 1/4" 7' - 3 1/2" 1' - 0"
2' - 9 1/4" 2' - 9 1/4"
1' - 0" 7' - 3 1/2" 2' - 9 1/4"
3' -
0"
NOTES: PROVIDE #4 GROUND CLAMP TO CONTINUOUS FOOTING REINFORCEMENT. COORDINATE LOCATION W/ ELECTRICAL PANEL LOCATION.
4' -
0"
14
A1.10B
15
A1.10B
20
A1.10B
(2) 4x12 PT POSTS TO MATCH EXIST w/ SIMPSON CAP/BASE CONNECTIONS
ACCESS DOOR PER ARCH PROVIDE BLOCKOUT PER 8/A1.10B
1. GOVERNING BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE2. RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II3. LIVE
ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSFFLOOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 PSF
4. SNOWGROUND SNOW (Pg) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSFFLAT ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSFSLOPED ROOF SNOW (Ps) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSFIMPORTANCE FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0(SNOW BUILD-UP IN ACCORDANCE w/ IBC)
5. WINDBASIC WIND SPEED (3 SECOND GUST) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120 MPHEXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C
6. SEISMIC0.2 SEC. SPECTRAL RESPONSE ACCELERATION (Ss) . . . . . . . . . . . . . . . . . . . . . . . . . 0.9931.0 SEC. SPECTRAL RESPONSE ACCELERATION (S1) . . . . . . . . . . . . . . . . . . . . . . . . . 0.414DESIGN SPECTRAL ACCELERATION (SDS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.730DESIGN SPECTRAL ACCELERATION (SD1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.437SITE CLASSIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D
SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DIMPORTANCE FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0SEISMIC FORCE RESISTING SYSTEM (SFRS)
BUILDINGBEARING LIGHT-FRAMED (WOOD) SHEARWALLSR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.5DESIGN RESPONSE COEFFICIENT (Cs) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0.112
BASE SHEAR (V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V=Cs * WANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
DESIGN CRITERIA
1. THE PROJECT SPECIFICATIONS, DRAWINGS, STANDARD DETAILS, DETAILS IN THE DRAWINGS, AND THE STRUCTURAL NOTES ARE TO BE COMPLEMENTARY. IN THE CASE OF AN INCONSISTENCE NOT CLARIFIED BY THE DESIGNER OF RECORD THE MOST STRINGENT, HIGHEST QUALITY AND BEST QUALITY PROVISIONS SHALL BE PROVIDED.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
3. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE WITH AMENDMENTS.
4. SEE ARCHITECTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED.B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING WALLSC. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED
AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN.E. FLOOR AND ROOF FINISHES.F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN.G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
5. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT
AS SHOWN OR NOTED.B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.C. CONCRETE INSERTS FOR FIXTURES.D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR
MOUNTS.E. SEISMIC BRACING REQUIREMENTS.
6. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE ITEMS.
8. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
9. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH.
10. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE.
11. ANY REFERENCES TO THE RECOMMENDATIONS, GUIDELINES, OR REQUIREMENTS IN NATIONAL PUBLICATIONS, SUCH AS BUT NOT LIMITED TO ASCE, ASTM, IBC, ACI, AISC, NDS, OR AWS, IN THE CONSTRUCTION DOCUMENTS SHALL BE FOLLOWED AS IF THEY ARE SPECIFICALLY MANDATED.
GENERAL
1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND REVIEWED BY THE ENGINEER. MIX DESIGNS SHALL BE SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT.
2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND SHALL CONFORM TO ASTM C150. MINIMUM COARSE AGGREGATE SIZE IS 1/2 INCH (1 1/2" FOR S.O.G.).
3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER SEALING THE MIX DESIGN. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. CALCIUM CHLORIDE SHALL NOT BE USED.
4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS:FOOTINGS AND SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 PSI
5. CONCRETE SLUMP SHALL BE 4 INCHES +/- 1 INCH. EXCEPTION: MIX DESIGNED WITH PLASTICISER OR WATER REDUCER.
6. MAXIMUM WEIGHT OF NORMAL-WEIGHT CONCRETE SHALL BE 150 PCF AND MAXIMUM WEIGHT OF LIGHT-WEIGHT CONCRETE SHALL BE 115 PCF.
7. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF ACI 304R AND PROJECT SPECIFICATIONS. ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED SHALL BE THOROUGHLY CLEANED. LAITANCE AND STANDING WATER SHALL BE REMOVED.
8. ALL REINFORCING BARS, WELDED WIRE FABRIC, ANCHOR BOLTS, EMBEDDED PLATES AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. "PULLING-UP" WELDED WIRE FABRIC WITH HOOKS DURING CONCRETE PLACEMENT IS NOT PERMITTED.
9. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS:(SEE ACI 318 SECTION 7.7 FOR CONDITIONS NOT NOTED.)A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . 3"B. CONCRETE EXPOSED TO EARTH OR WEATHER:
BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"BARS #5 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:SLABS, WALLS, JOISTS - #11 BARS AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . 3/4"BEAMS, COLUMNS - TIES, STIRRUPS, SPIRALS . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2"
10. REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 OR GRADE 75 AS SPECIFIED AND SHALL CONFORM TO ASTM A615 OR A706 (GRADE 60 ONLY) FOR WELD TYPE REINFORCING STEEL. REINFORCING BARS SHALL NOT BE TACK WELDED, WELDED, HEATED, OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER.
11. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4, LATEST EDITION.E70XX ELECTRODES SHALL BE USED IN WELDING A706 REINFORCING BARS TO STRUCTURAL STEEL.
12. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST EDITION OF THE ACI 315 DETAILING MANUAL.
13. GROUT SHALL BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C1107 AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. PRE GROUTING OF BASE PLATES WILL NOT BE PERMITTED.
14. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE FOR THE REQUIRED CAMBERS/SLOPES. DO NOT REMOVE FORMS OR BRACING UNTIL CONCRETE HAS GAINED THE SPECIFIED 28 DAY STRENGTH OR SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT AND SUPERIMPOSED LOADS PER THE APPLICABLE PROVISIONS OF ACI 347.
15. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED.
16. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT WHERE SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.
17. CURE AND PROTECT CONCRETE IMMEDIATELY AFTER PLACEMENT IN ACCORDANCE WITH ACI 308, ACI 305, AND ACI 306. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT TILE FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE.
18. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS-ON-GRADE AS SHOWN IN TYPICAL DETAILS SO AS TO DIVIDE SLABS INTO APPROXIMATELY RECTANGULAR AREAS NOT OVER 225 SQUARE FEET WITH A RATIO OF LONG TO SHORT SIDES NOT OVER 1.5 AND SPACING NOT EXCEEDING 15'-0" ON CENTER. IN ADDITION, PROVIDE CONTROL JOINTS OFF OF ALL REENTRANT CORNERS TO INTERSECTION OF CONTROL JOINTS BEYOND. PROVIDE CONTROL JOINTS TO CONNECT OFFSET COLUMNS, PITS AND OTHER INTERRUPTIONS TO THE SLAB.
19. AN INDEPENDENT TESTING AGENCY TO PERFORM FIELD QUALITY CONTROL TEST. PROVIDE FREE ACCESS TO CONCRETE OPERATIONS AT PROJECT SITE AND COOPERATE WITH APPOINTED FIRM. SUBMIT PROPOSED MIX DESIGN OF EACH CLASS OF CONCRETE TO INSPECTION AND TESTING FIRM FOR REVIEW PRIOR TO COMMENCEMENT OF CONCRETE OPERATIONS. COMPRESSIVE STRENGTH TESTS: ASTM C39/C39M. FOR EACH TEST, MOLD, AND CURE THREE CONCRETE TEST CYLINDERS. OBTAIN TEST SAMPLES FOR EVERY 100 CU YD OR LESS OF EACH CLASS OF CONCRETE PLACED. TAKE ONE ADDITIONAL THREE TEST CYLINDERS DURING COLD & HOT WEATHER CONCRETING AS DEFINED BY ACI 305 AND ACI 306, CURED ON JOB SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. PERFORM ONE SLUMP TEST FOR EACH SET OF TEST CYLINDERS TAKEN, FOLLOWING PROCEDURES OF ASTM C143/C143M. PERFORM ONE AIR CONTENT TEST FOR EACH SET OF COMPRESSIVE STRENGTH SPECIMENS, COMPLYING ASTM C231.
20. WHERE INDICATED ON THE DRAWINGS, INTENTIONALLY ROUGHENED CONCRETE SHALL BE CLEAN AND FREE OF LAITANCE AND ROUGHENED TO A FULL AMPLITUDE OF 1/4".
CONCRETE
STRUCTURAL WOOD
1. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL CONFORM TO CHAPTER 23 OF THE IBC.
2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING SPECIFIED TABLES, UNLESS NOTED OTHERWISE:
FRAMING MEMBERS . . . . . . . . . . . . . . . . . . . . . DF-L PORTION OF TABLE 4A & 4B (NDS)QSHEATHING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TABLE 3 (APA PDS)
3. ALL STRUCTURAL SHEATHING SHALL BE FABRICATED WITH EXTERIOR GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIAL SHEATHING.
4. ALL FRAMING MEMBERS AND SHEATHING SHALL BE GRADE MARKED.5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES UNO ON PLANS:
STUDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DF-L, STUD OR BETTERJOISTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DF-L, #2 OR BETTERPLATES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DF-L, #2 OR BETTER
6. IBC TABLE 2304.9.1, NAILING SCHEDULE, SHALL GOVERN UNLESS MORE RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS.
7. WHERE LEDGER, SILL PLATES, POSTS, OR STUDS ARE BEARING DIRECTLY ON CONCRETE OR MASONRY, PROVIDE GRACE VYCOR PLUS BARRIER BETWEEN WOOD MEMBERS AND CONCRETE OR MASONRY.
8. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT, DEPENDING ON BOLT SIZE.
9. BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x DIA. FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE.
10. BOLTS USED IN WOOD SHALL BE A307.11. PRE-DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING.12. EACH GLU-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND
SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION CERTIFYING THAT THE MEMBERS MEET THE IBC REQUIREMENTS. SUCH CERTIFICATES MUST BE MADE BY AN APROVED AGENCY OF THE A.P.A.
13. GLU-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F-1.8E-V4 (DF-L) INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON PLAN.
14. ALL SUSPENDED LOADS FROM SUBPURLINS ARE PROHIBITED WITHOUT PRIOR APPROVAL FROM ENGINEER.
15. ALL HANGERS, POST CAPS AND BASES ARE BY SIMPSON OR APPROVED EQUIVALENT. PROVIDE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR BEAMS, JOISTS, POST BASES AND CAPS FOR COLUMNS UNLESS NOTED ON PLANS AND DETAILS.
16. WHERE DIAPHRAGM AND SHEARWALL SHEATHING NAILING IS LESS THAN 3" ON CENTER USE 3x FRAMING AND STAGGER NAILING PER SHEET S0.10 U.O.N.
TYP VERT BAR(AT WALLS)
OPTIONS
DE
T 1
8/A
1.1
0B
ST
D L
AP
PE
R
12d HOOK MIN
DE
T 1
8/A
1.1
0B
ST
D L
AP
PE
R
(4) TYP VERTBARS (AT WALLS)
OPTIONS
12d HOOK MIN
4 EXTRA TYP VERTBARS (AT WALLS)
AONE LAYER REINF
BTWO LAYERS REINF
NOTES:1. WHEN TWO BAR SIZES ARE SPLICED, USE LAP LENGTH FOR SMALLER BAR.2. TABLE IS FOR CLASS B SPLICES.3. TABLE DOES NOT APPLY TO SPLICES WITH EPOXY-COATED BARS.4. FOR LIGHTWEIGHT CONCRETE MULTIPLY VALUES BY 1.3.5. YIELD STRENGTH OF THE STEEL BARS IS ASSUMED TO BE 60,000 PSI.6. TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12
INCHES OF FRESH CONCRETE IS CAST BELOW THE BARS.7. SEE DRAWINGS FOR EXCEPTIONAL CASES.8. AT CONTRACTOR'S OPTION, USE MECHANICAL COUPLERS PER 13/S0.10 TO REDUCE
CONGESTION
(E) CHASSIS BEAM
REUSE (E) 6000# PREFAB METAL PIER OR REPLACE W/ NEW PIER
(E) ASPHALT
18" DIA. CONC. FTG.
6"
1' -
0"
TYP3" CLR
TY
P3
" C
LR
6"
1' -
6"
PT 4x PLATE W/ 1/2" DIA. AB @ 4'-0" O.C.
EMBED 5" MIN GRACE VYCOR PLUS FLASHING TYP @ CONC
(2) #4 x CONT TOP
(2) #4 x CONT
#4 W/ HOOK @ 4'-0" O.C., ALT HOOK
(E) ASPHALT
1' - 0"
1'-0" x CONT x 2'-0" FTG
1/2" APA SHTG W/ 8d @ 6" O.C. EDGE & 12" O.C. INTERIOR
2x DBL TOP PL
(E) RIM JOIST
(E) STRUCTURE BY OTHERS
SIMPSON A35 @ 2'-0" O.C. MAX
2x4 @ 24" O.C.
BLOCKOUT TOP OF FTG @ DRAINAGE CUTOUTS & ACCESS DOOR
3"
3"
1' -
6"
6"
SIMPSON BC POST CAP OR LC
SIMPSON CBSQ44 COLUMN BASE
4x4 PT POST
4x8 PT POST
#4 @ 18" O.C. MAX EA WAY
(E) ASPHALT
4' - 0"
1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON THE FOLLOWING GEOTECHNICAL REPORT:
REPORT PREPARED BY . . . . . . . . . . . . . . . . . . . . . . . . . . . . RHINOONE GEOTECHNICALDATED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APRIL 9, 2018
2. FOUNDATIONS FOR THE STRUCTURE HAVE BEEN DESIGNED USING THE FOLLOWING VALUES:
LONG-DURATION ALLOWABLE SOIL BEARING . . . . . . . . . . . . . . . . . . . . . . . . . 2500 PSFSHORT-DURATION ALLOWABLE SOIL BEARING . . . . . . . . . . . . . 4/3*(LONG DURATION)
3. THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION AND PREPARATION OF THE SUB GRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS.
4. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND/OR GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED.
5. CONTRACTOR WILL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER SURFACE, GROUND, OR SEEPAGE WATER.
6. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED.
7. SITE PREPARATION, OVER-EXCAVATION / RECOMPACTION OF SOILS, AND THE INSTALLATION OF FOUNDATION AND WALL DRAINS AS REQ'D SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE SOILS REPORT REFERENCED ABOVE.
8. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS.
FOUNDATION
TYP
8"
6"EXTERIOR GRADE
REINF PER 15/A1.10A
BLOCKOUT FTG @ 6'-0" O.C. MATCH EXTERIOR GRADE, FOR DRAINAGE BELOW MODULAR
BOT OF SHTG/SIDING
WOOD PLATE
(2) #4 TRIM BARS, EXTEND 2'-0" BEYOND OPENING
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
7910 SE Market St
Portland, OR 97215
PPS - Bridger
Elementary School
Modular Relocation
8/27/2018 4:45:34 PMC:\Users\mhb\Documents\Revit Projects\CURRENT PROJECTS\PPS Modulars\276-PPS_Modulars-L.rvt Asindicated
A1.10B
FOUNDATION
PLAN &
DETAILS
MHB, MGB
RRB
Portland Public
Schools
District #1J
2170276.00
Mechanical/Electrical
INTERFACE ENGINEERING, INC.100 SW MAIN ST, SUITE1600, PORTLAND, OR 97204PHONE: (503) 382-2266
2018
CONSTRUCTION SET 8/23/18
1/8" = 1'-0"A1.10B
9 FOUNDATION PLAN
GENERAL STRUCTURAL NOTES
2. CONTINUOUS INSPECTION REQUIRED FOR WELDING OF REINFORCING STEEL RESISTINGFLEXURAL & AXIAL FORCES IN INTERMEDIATE & SPECIAL MOMENT FRAMES, BOUNDARYELEMENTS OF SPECIAL STRUCTURAL WALL OF CONCRETE, & SHEAR REINFORCEMENT.PERIODIC INSPECTION IS ACCEPTABLE FOR WELDING OF OTHER REINFORCING STEEL.
1. SPECIAL INSPECTION OF SHOP FABRICATION AND SHOP WELDING SHALL MATCH THEREQUIREMENTS FOR FIELD FABRICATION AND FIELD WELDING UNLESS SHOPCERTIFICATION DOCUMENTS ARE REVIEWED AND ACCEPTED BY THE OWNER. IFAPPROVED BY THE OWNER, SPECIAL INSPECTION OF SHOP FABRICATION AND SHOPWELDING SHALL NOT BE REQUIRED FOR CERTIFIED FABRICATORS AS REQUIRED BY THESTRUCTURAL STEEL SECTION OF THE GENERAL STRUCTURAL NOTES. EXCEPTIONS: ALLCOMPLETE-PENETRATION WELDS ARE REQUIRED TO BE ULTRASONICALLY TESTED BY ANINDEPENDENT TESTING LAB.
NOTES:
NAILING, BOLTING,ANCHORING, & FASTENINGOF OTHER ELEMENTS
- INSP SPECIAL INSPECTOR
NAILING < 4" OC &STRAPPING OFSHEARWALLS,DIAPHRAGMS, & TOPCHORDS
- INSP SPECIAL INSPECTOR
LATERAL FORCE RESISTINGMEMBERS
STRUCTURAL WOODFRAMING
ALL SUB-PURLIN HANGERS - INSP SPECIAL INSPECTOR
CONCRETE MATERIALS - TEST TESTING LAB
SPECIFIED CURING TECHNIQUES - INSP SPECIAL INSPECTOR
EXPANSION ANCHORS - INSP SPECIAL INSPECTOR
ADHESIVE ANCHORS INSP - SPECIAL INSPECTOR
REINFORCED CONCRETEPLACEMENT
INSP - SPECIAL INSPECTOR
BOLTS INSTALLED IN CONCRETE INSP - SPECIAL INSPECTOR
SHAPE, LOCATION, & DIMENSIONSOF CONCRETE MEMBER
- INSP SPECIAL INSPECTOR
USE OF REQUIRED CONCRETEDESIGN MIX
- INSP SPECIAL INSPECTOR
CAST-IN-PLACECONCRETE
REINFORCING STEEL, INCLUDINGPRESTRESSING STEEL, ANDPLACEMENT
- INSP SPECIAL INSPECTOR
SOIL COMPACTION - TEST GEOTECH OF RECORD
FILL MATERIAL - TEST GEOTECH OF RECORDEARTHWORK
GRADING, EXCAVATING, & FILL INSP - GEOTECH OF RECORD
CO
NT
INU
OU
S
PE
RIO
DIC
MATERIAL TASK
FREQUENCY
RESPONSIBLE FIRM
IN ACCORDANCE WITH IBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE SPECIALINSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL REQUIREMENTS FORINSPECTION AND TESTING. SPECIAL INSPECTION SHALL BE PAID FOR AND PROVIDED BY THEOWNER.
SPECIAL INSPECTION
1. FOUNDATION REINFORCING STEEL
ITEM DESCRIPTION
IN ACCORDANCE W/ IBC CH 17 & AT THE DIRECTION OF THE ENGINEER OF RECORD, THEFOLLOWING ITEMS REQUIRE PERIODIC STRUCTURAL OBSERVATION. NOTIFY ENGINEER OFRECORD AT LEAST 48 HOURS BEFORE A DESIGNATED WORK IS TO BE COVERED.
STRUCTURAL OBSERVATIONS
*NOTE: CONCRETE MIX DESIGN(S) REQUIRE AN ENGINEER'S STAMP
1. CONCRETE MIX DESIGN*
ITEM
CONTRACTOR TO SUBMIT THE FOLLOWING BEARING THE SEAL OF A PROFESSIONALENGINEER LICENSED IN THE STATE OF THE PROJECT TO ARCHITECT / ENGINEER.SUBMISSION TO THE CITY/JURISDICTION IS NOT REQUIRED.
ENGINEER OF RECORD REVIEWED DOCUMENTS
1 1/2" = 1'-0"A1.10B
13 REINF AT CONC WALL & FTG INTERSECTIONS
1 1/2" = 1'-0"A1.10B
18 TYPICAL LAP SPLICE - CONCRETE
#9 137 81 120 71 107 63
#8 122 72 105 62 93 55
#7 107 63 93 55 83 49
#6 73 43 63 37 56 33
#5 61 36 55 32 48 28
#4 50 29 43 25 39 23
#3 36 21 33 19 29 17
TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS
F'c = 3000 PSI F'c = 4000 PSI F'c = 5000 PSIBAR
LENGTH (U.O.N.) IN INCHES
CONCRETE LAP SPLICES
1" = 1'-0"A1.10B
14 INTERIOR FOOTING 1" = 1'-0"A1.10B
15 PERIMETER FOOTING
1" = 1'-0"A1.10B
20 ENDWALL COLUMN FTG
1 1/2" = 1'-0"A1.10B
8 DRAINAGE BLOCKOUT
Revision Schedule
Revision Delta Issue Date
1 5/9/18
2 8/23/18
1
1
1
1
1
1
1
1
2
2
21
DN
DN
A. SEE ARCHITECTURAL GENERAL NOTES ON A0.01 FOR ADDITIONAL INFORMATION
B. SEE A0.01A FOR WALL TYPESC. SEE FINISH PLAN FOR CASEWORK AND RELATED FINISH
INFORMATIOND. REPAIR/PATCH/REPLACE ALL DAMAGED EXTERIOR BUILDING
COMPONENTS INCLUDING BUT NOT LIMITED TO: GUTTERS, SIDING, DOORS, DOOR FRAMES, WINDOWS, WINDOW FRAMES, ROOFING, AND LIGHTING.
E. REPLACE ALL DAMAGED ACOUSTICAL CEILING TILES.
FINISH FLOOR0' - 0"
ROOF8' - 0"
GROUND LEVEL-2' - 6"
ABCB BB
121A122A124A123A
TYP02-04
TYP02-05
09-04
02-06
09-07
IMPROVEMENTS TO MODULAR TO BE PERMITTED BY STATE OF OREGON PREFABRICATED STRUCTURE SERVICES
1
A4.11B
FINISH FLOOR0' - 0"
ROOF8' - 0"
GROUND LEVEL-2' - 6"
1B3B 2B
02-06
09-04
02-03
23-01
09-07
07-02
02-09
07-02
23-02
FINISH FLOOR0' - 0"
ROOF8' - 0"
GROUND LEVEL-2' - 6"
1B 3B2B
06-03
42"
02-06
09-04
23-01
09-07
FINISH FLOOR0' - 0"
ROOF8' - 0"
GROUND LEVEL-2' - 6"
AB CBBB
TYP02-05
02-06
09-04
09-07
8' - 6" 2' - 0" 08-01
A1.11B 4
A1.11B
2
A1.11B
3
A1.11B1
1B 3B
AB
CB
BB
2B
EXISTING PORTABLE CLASSROOM
(NO MODIFICATIONS)
14' - 6"
CLASSROOM BA
121
CLASSROOM BB
123
RR
124
RR
122
123A
124A
122A
121A
A4.10B
1
A4.10B
5
6
7
8
16
' -
0"
09-01
27' - 8"
06-03
A4.10B
10
02-03
06-02PB
VCTP
RBVCTP
RBT1
P/FRP
RBT1
P/FRP CG
CG
DS
DS
07-03
7' - 4 1/2"
IMPROVEMENTS TO MODULAR TO BE PERMITTED BY STATE OF OREGON PREFABRICATED STRUCTURE SERVICES
4' - 0"
1
A4.11B
2
8' -
0"
MIN
5' - 0"
24' - 10"
5' - 2"
1B 3B
AB
CB
BB
2B
CLASSROOM BA
121
CLASSROOM BB
123
124A
122A
02-02
02-02
02-01
IMPROVEMENTS TO MODULAR TO BE PERMITTED BY STATE OF OREGON PREFABRICATED STRUCTURE SERVICES
1
A4.11B
CG CORNER GUARDS
-/--
-INTERIOR ELEVATION SYMBOL
RBCPTP
FLOOR FINISH
BASE FINISH
WALL FINISH
FLOOR TILE (T)
WINDOW SHADES
2' - 6"
4' -
0"
R 2' - 6"
ADA ACCESSIBLE TURNING RADIUS AND CLEAR FLOOR SPACE
VINYL COMPOSITE TILE (VCT)
1 HR RATED WALL
(E) WALL AND FLOOR ASSEMBLY
SHEATHING PER STRUCT
(E) SIDING, PATCH AND REPAIR AS NEEDED AND REPAINT
SIDING TO MATCH (E), REPAINT ALL SIDING
Z-FLASHING
LAP WRB OVER FLASHING
METAL FLASHING
STARTER STRIP
MIN2"
6"
(E) GRADE
SECTION 09 30 13 - CERAMIC TILING
T1 (RESTROOM FLOOR TILE): DALTILE, PLAZA NOVA, 12"x12", GRAY FOG PN98
T2 (RESTROOM WALL TILE): SEMI-GLOSS, GLAZED TILE, 6"x6". 0147 PEPPER WHITE - ADD ALTERNATE #2
GROUT COLOR: LATICRETE PERMACOLOR 90 LIGHT PEWTERMETAL TRANSITION STRIP: TBD
SECTION 09 51 00 - SUSPENDED ACOUSTICAL CEILINGS
ACT (ACOUSTICAL TILE): REPLACED DAMAGED TILES AS NEEDED TO MATCH (E)
SECTION 09 65 00 - RESILIENT FLOORING
RB (RUBBER BASE): FLEXCO WALLFLOWERS 4" H COVE RUBBER BASE, TS-01 BLACK DAHLIA
VCT (VINYL COMPOSITE TILE): ARMSTRONG, STANDARD EXCELON, IMPERIAL TEXTURE, 51904 STERLING
SECTION 09 77 33 - GLASS FIBER REINFORCED PLASTIC PANELS
FRP (FIBER REINFORCED PLASTIC): PANOLAM FRP, SMOOTH WHITE
SECTION 09 91 23 43 - INTERIOR PAINTING
P1 (GENERAL PAINT) OC-65 CHANTILLY LACE, GLOSS LEVEL 5
P2 (INTERIOR HOLLOW METAL DOOR FRAMES) T/M TIMELY SC103 BLACK
P3 (EXTERIOR HOLLOW METAL DOOR AND FRAMES) MATCH DOOR COLOR OF (E) MODULAR, GLOSS LEVEL 5
SECTION 21 26 01 - WALL AND CORNER GUARDS
CG (CORNER GUARDS) CS ACROVYN, FS-20N, STAINLESS STEEL
SECTION 12 21 13 - WINDOW SHADES
SW MECHOSHADE, ECOVEIL 1550 SERIES, 3% OPENNESS, COLOR: 1563 GREY
2x DBL TOP PL
(E) RIM JOIST
(E) STRUCTURE BY OTHERS
2' -
6" PT 2X JAMB EA SIDE
OF OPENING
FTG BEYOND
ACCESS COVER PER 7/A1.11B
1' -
6"
CLR
MIN
3/16" DIA/ HOLE W/ (4) #8 SCREWS
PL 1/8" x 1" x REQ'D
1/2" x 12 GA. EXPANDED METAL W/ 1/4" GALV. SCREEN
TACK WELDBACK SIDE
1' -
6"
2' - 2"
2x6 P.T. TOP RAIL
2x4 P.T. TOP RAIL SUPPORT
2x6 P.T. WOOD RAIL
2x6 P.T. WOOD RAIL
2x2 P.T. WOOD STANDARD DECK PICKETS @ 4" O.C.
2x P.T. DECKING
4x4 P.T. WOOD POST
3' -
6"
P.T. 2x12 STAIR STRINGER CUT TO SUPPORT TREAD @ 16" O.C. MAX
P.T. 2X RIPPED TO TREAD WIDTH
5/8" P.T. PLYWOOD STAIR CLOSURE
ENSURE THAT EDGE IS EASED
SLIP RESISTANT NOSING
P.T. 2x4 W/ (1) 1/2" DIA EXP. BOLT NEAR EACH STRINGER TO PLATE CONNECTION
TYP
11"
7"
MA
X
P.T. 2x6 EA SIDE OF CENTER STRINGERS OR ONE SIDE OF EDGE STRINGERS AND SUPPORT
4"
P.T. WOOD DECKING PER 9/A4.10B
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
7910 SE Market St
Portland, OR 97215
PPS - Bridger
Elementary School
Modular Relocation
8/23/2018 3:46:32 PMC:\Users\mhb\Documents\Revit Projects\CURRENT PROJECTS\PPS Modulars\276-PPS_Modulars-L.rvt Asindicated
A1.11B
FLOOR PLAN &
BUILDING
ELEVATIONS
QNR, MHB
CCB
Portland Public
Schools
District #1J
2170276.00ADDENDUM NO. 1 - 5/14/18
Mechanical/Electrical
INTERFACE ENGINEERING, INC.100 SW MAIN ST, SUITE1600, PORTLAND, OR 97204PHONE: (503) 382-2266
2018
CONSTRUCTION SET 8/23/18
1/8" = 1'-0"A1.11B
1 PORTABLE B - EAST ELEVATION
1/8" = 1'-0"A1.11B
2 PORTABLE B - NORTH ELEVATION
1/8" = 1'-0"A1.11B
3 PORTABLE B - SOUTH ELEVATION
1/8" = 1'-0"A1.11B
4 PORTABLE B - WEST ELEVATION
1/8" = 1'-0"A1.11B
9 FLOOR PLAN - NEW
Revision Schedule
Revision Delta Issue Date
1 5/9/18
2 8/23/18
1/8" = 1'-0"A1.11B
8 FLOOR PLAN - EXISTING
GENERAL NOTES
0 217027600 PPS MODULAR RELOCATIONS
02-01 REMOVE PORTION OF EXISTING WALL. COORDINATE LOCATIONAND EXTENT WITH ARCHITECTURAL PLAN. PATCH ADJACENTWALL SURFACES AS REQUIRED.
02-02 REMOVE EXISTING WINDOW AND PREP WALL FOR NEW DOOR.
02-03 REINSTALL EXISTING PREMANUFACTURED RAMP AND STAIR, TOMEET ALL FEDERAL ADA REQUIREMENTS AND PROVIDE TWOHANDRAILS EACH SIDE TO MEET PORTLAND PUBLIC SCHOOLSELEMENTARY SCHOOL ADA STANDARDS
02-04 EXISTING LIGHT FIXTURE TO REMAIN
02-05 EXISTING GUTTER TO REMAIN - PATCH AND REPLACE ASNEEDED
02-06 PATCH AND REPAIR EXISTING SIDING AS NEEDED, PATCH PAINTAS NEEDED
02-09 EXISTING DOWNSPOUT TO REMAIN - PATCH AND REPLACE ASNEEDED
06-02 WOOD STAIR PER 10/A1.11B
06-03 WOOD RAILING PER 11/A1.11B
07-02 NEW 4" DOWNSPOUT -- TERMINATE PER CIVIL
07-03 ENSURE (2) LAYERS OF TYPE X GYPSUM BOARD TO ACHIEVE1-HR FIRE RATING
08-01 1'-6" H X 2'-0" W ACCESS COVER
09-01 NEW PAINT THROUGHOUT, COLOR PER FINISH SCHEDULE.
09-04 SIDING TO MATCH (E), PAINT TO MATCH (E) -- SEE DETAIL 5/A1.11
09-07 ALTERNATE: REPAINT ENTIRE MODULAR
23-01 HEAT PUMP - SEE MECHANICAL. PAINT TO MATCH ADJACENTSIDING -- REQUIRED FOR LAND USE APPROVAL
23-02 INSTALL SOUND INSULATION BLANKET AROUND COMPRESSOR --REQUIRED FOR LAND USE APPROVAL
KEYNOTES
SCHEDULE OF INTERIOR FINISHESLEGEND
1 1/2" = 1'-0"A1.11B
5 WALL DETAIL
1
1
1
1
1
1 1/2" = 1'-0"A1.11B
6 ACCESS DOOR SECTION 3/4" = 1'-0"A1.11B
7 ACCESS COVER
1
1
1
2
2
2
2
2
1" = 1'-0"A1.11B
11 WOOD RAILING
2
1 1/2" = 1'-0"A1.11B
10 WOOD STAIR DETAIL
2
2
LIFESAFETY
#2
2
LIFESAFETY
#2
2
LIFESAFETY
#2
1B 3B
AB
CB
BB
2B
02-08
02-09
07-02
07-01
02-05
02-0807-02
02-09
07-01
DS
DS
07-02
(E) SCHOOL
SE MARKET ST
SE STEPHENS ST
SE
77T
H A
VE
SE MILL ST
SE
76T
H A
VE
SE
80T
H A
VE
INSTALL (2) SETS OF 3 BIKE RACKS TO EITHER SIDE OF EXISTING RACKS
INSTALL (1) SET OF 6 BIKE RACKS
NOTES:• CONTRACTOR TO COORDINATE EXACT LOCATIONS WITH ARCHITECT AND
OWNER.• FINISH TO MATCH COLOR OF EXISTING BIKE RACKS.• PROVIDE SPORTWORKS TOFINO NO SCRATCH BIKE RACK. ANCHOR TO
CONCRETE SIDEWALK INDIVIDUALLY PER MANUFACTURER'S INSTRUCTIONS.
• 12 BIKE RACKS TOTAL REQUIRED PER ZONING / LAND USE REVIEW
A1.12B
1
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
7910 SE Market St
Portland, OR 97215
PPS - Bridger
Elementary School
Modular Relocation
8/23/2018 3:46:34 PMC:\Users\mhb\Documents\Revit Projects\CURRENT PROJECTS\PPS Modulars\276-PPS_Modulars-L.rvt Asindicated
A1.12B
ROOF PLAN
MHB
CCB
Portland Public
Schools
District #1J
2170276.00
Mechanical/Electrical
INTERFACE ENGINEERING, INC.100 SW MAIN ST, SUITE1600, PORTLAND, OR 97204PHONE: (503) 382-2266
2018
CONSTRUCTION SET 8/23/18
Revision Schedule
Revision Delta Issue Date
2 8/23/18
1/8" = 1'-0"A1.12B
1 ROOF PLAN
02-05 EXISTING GUTTER TO REMAIN - PATCH AND REPLACE ASNEEDED
02-08 REMOVE EXISTING DOWNSPOUT
02-09 EXISTING DOWNSPOUT TO REMAIN - PATCH AND REPLACEAS NEEDED
07-01 NEW GUTTER -- CONNECT WITH EXISTING AT CORNER
07-02 NEW 4" DOWNSPOUT -- TERMINATE PER CIVIL
KEYNOTES
1" = 80'-0"A1.12B
2 SITE PLAN - BRIDGER
2
3B
BB
A4.10B
4
3
2
P2A P2A
RR
122
RR
124
124A
122A
8' -
6"
8' -
6"
9' - 0"
7' -
9"
TYP22-01
TYP10-03
TYP10-01
TYP10-02
TYP10-05
TYP09-03
7' -
9"
FINISH FLOOR0' - 0"
ROOF8' - 0"
4"
30"
24"6"
36"
10-01
10-03
10-06
09-0572"
FINISH FLOOR0' - 0"
ROOF8' - 0"
10-05
10-04
10-02
09-05
FINISH FLOOR0' - 0"
ROOF8' - 0"
10-04
09-05
FINISH FLOOR0' - 0"
ROOF8' - 0"
2B
10-07
4' -
0"
2' -
6"
8' - 0"12' - 4"
FINISH FLOOR0' - 0"
ROOF8' - 0"
22-01
FINISH FLOOR0' - 0"
ROOF8' - 0"
2B
10-08
2' -
6"
4' -
0"
5' - 8"6' - 0"1' - 6"
FINISH FLOOR0' - 0"
ROOF8' - 0"
3B
AB
BB
9
A4.10B
12
A4.10B
6' - 3" 6' - 3"
2x6 @ 16" O.C. TYP
TY
P
TY
P
18" DIA x 1'-6" FOOTING, TYP
12" DIA. x 1'-6" @ OUTSIDE ROW, TYP
4x4 P.T. POST W/ SIMPSON POST CAP & BASE, TYP
FOOTING PER FOUNDATION PLAN
8' -
0"
TY
P
2x BLOCKING OR RIM @ PERIMETER
4x10
4x10
2x4 DIAGONAL BRACE; (4) SIDES W/ (4) 10d EA POST, TYP
2x P.T. DECKING
11
A4.10B
2x10
4x10
2x10
2x10
2x P.T. DECKING13
A4.10B
4x10
TY
P
2x10
FINISH FLOOR0' - 0"
ROOF8' - 0"
GROUND LEVEL-2' - 6"
3B
FOOTING PER FOUNDATION PLAN
4x10 BEAMS PER 8/A1.11B
2x6 @ 16" O.C. TYP
2x P.T. DECKING
2x BLOCKING OR RIM BOARD AT PERIMETER, TYP
FOOTINGS PER 8/A1.11B
2x6 @ 16" O.C. TYP
2x DECKING
14' - 6"
4x4 P.T. POST PER 10/A4.10B, TYP
6"
FOOTING PER 10/A4.10B
(E) GRADE
2' -
6"
2x6 FRAMING PER 10/A4.10B
2x P.T. DECKING
2x RIM BOARD OR BLOCKING
4x4 P.T. POST PER 10/A4.10B
FINISH FLOOR0' - 0"
GROUND LEVEL-2' - 6"
AB
2x10 STRINGER @ EA SIDE AND MID SPAN, 24" O.C. MAX
2x PT DECKING
13
A4.10B
TAPERED 2x12 EDGE PROTECTION BEYOND
HANDRAIL TO MEET PPS STANDARDS
4"
3' -
0"
2x PT DECKING
TAPERED 2x12 EDGE PROTECTION
HANDRAIL TO MEET PPS STANDARDS
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
7910 SE Market St
Portland, OR 97215
PPS - Bridger
Elementary School
Modular Relocation
8/23/2018 3:46:36 PMC:\Users\mhb\Documents\Revit Projects\CURRENT PROJECTS\PPS Modulars\276-PPS_Modulars-L.rvt Asindicated
A4.10B
ENLARGED
PLANS AND
ELEVATIONS
MHB
CCB
Portland Public
Schools
District #1J
2170276.00ADDENDUM NO. 1 - 5/14/18
Mechanical/Electrical
INTERFACE ENGINEERING, INC.100 SW MAIN ST, SUITE1600, PORTLAND, OR 97204PHONE: (503) 382-2266
2018
CONSTRUCTION SET 8/23/18
1/4" = 1'-0"A4.10B
1 ENLARGED FLOOR PLAN 1/4" = 1'-0"A4.10B
2 RESTROOM 1/4" = 1'-0"A4.10B
3 RESTROOM 1/4" = 1'-0"A4.10B
4 RESTROOM
1/4" = 1'-0"A4.10B
5 CLASSROOM
1/4" = 1'-0"A4.10B
6 CLASSROOM
1/4" = 1'-0"A4.10B
7 CLASSROOM
1/4" = 1'-0"A4.10B
8 CLASSROOM
09-03 CERAMIC FLOOR TILE (T1)
09-05 FRP TO 6'-0" AFF
10-01 PAPER TOWEL DISPENSER -- SEE DETAILJ/16/A0.01
10-02 TOILET PAPER DISPENSER -- SEE DETAILH/16/A0.01
10-03 SOAP DISPENSER -- SEE DETAIL J/16/A0.01
10-04 SEAT COVER DISPENSER -- SEE DETAILJ/16/A0.01
10-05 GRAB BARS -- SEE DETAILS G AND H/16/A0.01
10-06 MIRROR, SEE DETAIL C/16/A0.01
10-07 MARKER BOARD, MAGNETIC, ENSURE ADEQUATEBACKING IS PROVIDED -- SEE SPECS
10-08 CORK TACK BOARD, ENSURE ADEQUATEBACKING IS PROVIDED -- SEE SPECS
22-01 ACCESSIBLE DRINKING FOUNTAIN
KEYNOTES
Revision Schedule
Revision Delta Issue Date
1 5/9/18
1/4" = 1'-0"A4.10B
10 DECK FRAMING PLAN
3/8" = 1'-0"A4.10B
9 DECK SECTION
1" = 1'-0"A4.10B
12 DECK CONNECTION DETAIL
3/8" = 1'-0"A4.10B
11 RAMP SECTION
1" = 1'-0"A4.10B
13 RAMP DETAIL
1
1
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
50530PE
JULY 21, 1998
S
TEV EN E. DA CUS
E
N G INEER
REG
IS
TERED PROFESSION
AL
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Steve Dacus
2018-0051
8/27/2018 4:46:04 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt
M0.01B
SYMBOLS LIST
AND GENERAL
NOTES -
MECHANICAL
SED
SED
Portland Public
Schools
District #1J
2170276.00
CONSTRUCTION SET - 8/23/18
AbbreviationsAFF ABOVE FINISHED FLOOR
AD ACCESS DOOR
A/C AIR CONDITION(ED)
BDD BACKDRAFT DAMPER
BFP BACKFLOW PREVENTER
BFF BELOW FINISHED FLOOR
BHP BRAKE HORSEPOWER
CD CEILING DIFFUSER
COP COEFFICIENT OF PERFORMANCE
CD CONDENSATE DRAIN
CONT. CONTINUATION
CFM CUBIC FEET PER MINUTE
DIA DIAMETER
DX DIRECT EXPANSION
D DROP
DB DRY BULB
EFF EFFICIENT
ELECT ELECTRICAL
EER ENERGY EFFICIENCY RATING
EAT ENTERING AIR TEMPERATURE
EXH EXHAUST
EF EXHAUST FAN
F FAHRENHEIT
FT FEET
FD FIRE DAMPER
FLA FULL LOAD AMPS
HP HEAT PUMP
HTR HEATER
HTG HEATING
HP HORSEPOWER
HWC HOT WATER COIL
IN INCHES
ID INSIDE DIAMETER
IE INVERT ELEVATION
KW KILOWATT
MAX MAXIMUM
MIN MINIMUM
MA MIXED AIR
MD MOTORIZED DAMPER
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NO. NUMBER
OC ON CENTER
OBD OPPOSED BLADE DAMPER
OA OUTSIDE AIR
OD OUTSIDE DIAMETER
PH PHASE
LBS. POUNDS
PSI POUNDS PER SQUARE INCH
PD PRESSURE DROP
PRV PRESSURE REDUCING VALVE
QTY QUANTITY
RET RETURN
RA RETURN AIR
RPM REVOLUTIONS PER MINUTE
R RISE
SEER SEASONAL ENERGY EFFICIENCY RATING
SH SENSIBLE HEAT
SOV SHUT OFF VALVE
SF SQUARE FEET
SP STATIC PRESSURE
SA SUPPLY AIR
T, TEMP TEMPERATURE
TD TEMPERATURE DIFFERENCE
MBH THOUSAND BTU'S PER HOUR
TH TOTAL HEAT
TP TOTAL PRESSURE
V VOLT
WC WATER COLUMN
W WATT
W/ WITH
W/O WITHOUT
Dampers
VOLUME DAMPER
Diffusers and Grilles
DIFFUSER OR GRILLE IDENTIFICATION
EXHAUST AIR
RETURN AIR
SUPPLY AIR
Ductwork Fittings
ACOUSTICALLY LINED DUCT (SIZES SHOWN ARE NET INSIDE)
CONCENTRIC SQUARE TO ROUND
CONCENTRIC TRANSITION, RECTANGULAR OR ROUND
ECCENTRIC TRANSITION, RECTANGULAR OR ROUND
FLEX DUCT
MITERED ELBOW WITH TURNING VANES
NON-SYMMETRICAL WYE
RECTANGULAR MAIN WITH RECTANGULAR BRANCH
RECTANGULAR MAIN WITH ROUND BRANCH
RECTANGULAR OFFSET LESS THAN 15%%d
RECTANGULAR OFFSET MORE THAN 15%%d
ROUND DUCT DROP
ROUND DUCT RISER
ROUND DUCT WITH ROUND BRANCH
ROUND WYE
SYMMETRICAL WYE
MECHANICAL ABBREVIATIONS AND SYMBOLS LIST
SHEET INDEXM0.01B SYMBOLS LIST AND GENERAL NOTES - MECHANICAL
M1.11B FLOOR PLAN - BUILDING B - MECHANICAL
FAN SCHEDULE-BRIDGER ES
SYMBOL LOCATIONAREA
SERVED
BASIS OF DESIGN
TYPE DRIVEAIR FLOW
(CFM)ESP
(IN H20)MAXRPM
SOUNDSSONES
ELECTRICAL
CONTROLSREF
MAXWT
(LBS) COMMENTSMFR MODEL VOLTS PHMHP(W)
CEF-1B BRIDGER RR BRIDGER RR GREENHECK SP CEILING DIRECT 75 0.375 700 1.5 115 1 128 OCC. SENSOR 20 ROUND DISCHARGE, OCC. SENSOR
CEF-2B BRIDGER RR BRIDGER RR GREENHECK SP CEILING DIRECT 75 0.375 700 .1.5 115 1 128 OCC. SENSOR 20 ROUND DISCHARGE, OCC. SENSOR
Revision Schedule
Revision Delta Issue Date
DN
DN
CO2
S
S
CO2
S
S
1B 3B
AB
CB
BB
2B
LINED 30x10 SUPPLY DUCT
LINED 30x10 SUPPLY DUCT
HP-2B(E)
1100
30x14 EXIST
220
EXISTTYP. 5
10"ø
1100
30x14 EXIST
HP-1B(E)
PROVIDE NEW FLEXIBLE DUCT CONNECTION FROM MAIN SUPPLY DUCT TO EXISITNG CEILING SUPPLY DIFFUSER, TYP.5
PROVIDE NEW FLEXIBLE DUCT CONNECTION FROM MAIN SUPPLY DUCT TO EXISITNG CEILING SUPPLY DIFFUSER, TYP.5
CEF-1B
CEF-2B
4
1
1
4
2
3
5
5
220
EXISTTYP. 5
10"ø
xx2
3
SHEET KEYNOTES1 RELOCATE EXISTING THERMOSTAT AND CARBON DIOXIDE SENSORS TO
LOCATION SHOWN. PROVIDE NECESSARY WIRING AND PROGRAMMING.
2 BALANCE EXISTING WALL-MOUNTED HEAT PUMP TO AIRLFOWS SHOWN.
3 REPLACE FILTER IN EXISTING WALL-MOUNTED RETURN AIR GRILLE.
4 PROVIDE CEILING FAN MANUFACTURER'S WALL-MOUNTED OCCUPANCY SENSOR.PROVIDE WIRING FROM OCCUPANCY SENSOR TO EXHAUST FAN. COORDINATEWITH DIVISION 26.
5 RELOCATE EXISTING CEILING SUPPLY DIFFUSER TO LOCATION SHOWN.
6 MAINTAIN CODE REQUIRED 3 FEET BETWEEN ENVIRONMENTAL EXHAUSTTERMINATION AND OPERABLE OPENING INTO BUILDING.
6
6
1
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
50530PE
JULY 21, 1998
S
TEV EN E. DA CUS
E
N G INEER
REG
IS
TERED PROFESSION
AL
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Steve Dacus
2018-0051
8/27/2018 4:46:05 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt 1/4" = 1'-0"
M1.11B
FLOOR PLAN -
BUILDING B -
MECHANICAL
SED
SED
Portland Public
Schools
District #1J
2170276.00ADDENDUM NO. 1 - 5/14/18
CONSTRUCTION SET - 8/23/18
0' 2' 4' 8'
1/4" = 1'-0"
1 FLOOR PLAN - BUILDING B - MECHANICAL NORTH
Revision Schedule
Revision Delta Issue Date
1 5/14/2018
SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTESEWC-1 ELECTRIC WATER
COOLERWATER COOLER, WALL MOUNTED,SINGLE BOWL, STAINLESS STEELBASIN, VANDAL RESISTANTBUBBLER, FRONT/SIDEBUSHBUTTONS, SENSOR-OPERATEDBOTTLE FILLER
ELKAY LZS8WSLP 1-1/2" 1-1/2" 1/2" -- 120V, 1 PH.,370 WATTS
FD-1 FLOOR DRAIN (VINYLFLOOR COVERING)
CAST IRON BODY, FLASHINGCOLLAR, 5-INCH ADJUSTABLE NICKELBRONZE STRAINER HEAD, TRAPPRIMER, 4" WIDE FLANGE
JR SMITH DX2005 2"* 1-1/2"* --
L-1 LAVATORY WALL MOUNTED, ENAMELED CASTIRON, SINGLE HOLE, OVERFLOW
KOHLER K-2812 FAUCET: MOEN 8884, 0.5 GPM, VANDALRESISTANT, LEAD FREE, SINGLETEMPERATURE, METERING
1-1/2" 1-1/2" 1/2" 1/2" FLOORMOUNTEDCARRIER
WC-1 WATER CLOSET TANK TYPE, VITREOUS CHINA,BARRIER FREE HEIGHT, ELONGATED,1.28 GPF, TANK COVER LOCKS
KOHLER K-3999-T SEAT: OLSONITE, BLACK, OPEN FRONT, SELFSUSTAINING HINGE
3" 2" 1/2" --
NOTES:
1
*
PLUMBING FIXTURE SCHEDULEBASIS OF DESIGN CONNECTION
SEE ARCHITECTURAL DRAWINGS FOR ALL FIXTURE MOUNTING HEIGHTS AND LOCATIONS.
UNLESS NOTED OTHERWISE ON DRAWINGS
GAS DATA
ETWH-1 ELECTRIC TANKLESS WATERHEATER
TOILET ROOM EEMAX EX4208T N/A N/A 208 1 20 4.1 56 DEGREES FAHRENHEIT TEMPERATURE RISE,THERMOSTATICALLY CONTROLLED OUTLETTEMPERATURE SET AT 110 DEGREES FAHRENHEIT, 0.3GPM MINIMUM FLOW, LEAD FREE, REPLACEABLE FILTER,1/2" COMPRESSION FITTINGS.
ETWH-2 ELECTRIC TANKLESS WATERHEATER
TOILET ROOM EEMAX EX4208T N/A N/A 208 1 20 4.1 56 DEGREES FAHRENHEIT TEMPERATURE RISE,THERMOSTATICALLY CONTROLLED OUTLETTEMPERATURE SET AT 110 DEGREES FAHRENHEIT, 0.3GPM MINIMUM FLOW, LEAD FREE, REPLACEABLE FILTER,1/2" COMPRESSION FITTINGS.
NOTES:
WATER HEATER SCHEDULE
SYMBOL EQUIPMENT TYPE LOCATION / SERVING
BASIS OF DESIGN TANKCAPACITY(GALLONS)
ELECTRICAL
COMMENTSMFR MODEL
INPUT(MBH) VOLTS PH AMPS KW
GAS DATA
TP-1 TRAP PRIMER TOILET ROOMS PRECISION PLUMBINGPRODUCTS
MP-500 120 1 2 6.3 --- CONTROLLER INCLUDES CIRCUIT BREAKER, MANUALSWITCH, AND TIME CLOCK. SERVES 1 TO 4 DRAINS.
NOTES:
MISCELLANEOUS EQUIPMENT SCHEDULE
SYMBOL EQUIPMENT TYPE LOCATION / SERVING
BASIS OF DESIGN
CAPACITY
ELECTRICAL
COMMENTSMFR MODEL
INPUT(MBH) VOLTS PH AMPS WATTS HP
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
50530PE
JULY 21, 1998
S
TEV EN E. DA CUS
E
N G INEER
REG
IS
TERED PROFESSION
AL
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Dave Brown
2018-0051
8/27/2018 4:47:18 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt
P0.01B
SYMBOLS
LISTS AND
GENERAL
NOTES -
PLUMBING
DB
SED
Portland Public
Schools
District #1J
2170276.00
CONSTRUCTION SET - 8/23/18
GENERAL PLUMBING NOTES
SHEET INDEX
PLUMBING SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.
SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHEDFLOOR
SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHEDFLOOR
STORM DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR
STORM DRAIN PIPING BELOW GRADE OR FINISHED FLOOR
TRAP PRIMER PIPING
Valves
BACKFLOW PREVENTER
CHECK VALVE
SHUTOFF VALVE, GENERAL
General
CONTINUATION
EQUIPMENT IDENTIFICATION
EXTENT OF DEMOLITION
FIXTURE TAG (LEVEL BELOW FIXTURE)
KEYED NOTE
POINT OF CONNECTION
DEMOLISH
EXISTING WORK
NEW WORK
PIPE OR CONDUIT BELOW GRADE
Piping Fittings
ACCESS PANEL
AQUASTAT
BLIND FLANGE
CAP
CLEANOUT TO GRADE
CONCENTRIC REDUCER
DOWNSPOUT NOZZLE
ECCENTRIC REDUCER
FLOOR CLEANOUT
FLOOR DRAIN
FLOOR SINK
FLOW DIRECTION
HOSE BIBB / WALL HYDRANT
OVERFLOW ROOF DRAIN
PIPE DROP
PIPE RISE
PUMP
ROOF DRAIN
SHOCK ABSORBER / WATER HAMMER ARRESTOR
STRAINER
T&P RELIEF VALVE WITH PIPE TO DRAIN
TEE DOWN ON PIPE
TEE UP ON PIPE
VENT THROUGH ROOF
WALL CLEANOUT
Piping Systems
COLD WATER PIPING
CONDENSATE / INDIRECT DRAIN PIPING
HOT WATER PIPING
HOT WATER RETURN PIPING
NATURAL GAS PIPING, 2 LB
NATURAL GAS PIPING, 7" WC PRESSURE
OVERFLOW DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR
SANITARY VENT PIPING
Abbreviations(A) ABANDON IN PLACE
AFF ABOVE FINISHED FLOOR
AP ACCESS PANEL
& AND
A AQUASTAT, ARCHITECT, ANCHOR, AMPHERE
@ AT
BFP BACKFLOW PREVENTER
BFF BELOW FINISHED FLOOR
BTUH BRITISH THERMAL UNITS PER HOUR
BLDG BUILDING
CV CHECK VALVE
CO CLEANOUT
CW COLD WATER
CD CONDENSATE DRAIN
CONT. CONTINUATION
CFH CUBIC FEET PER HOUR
CFS CUBIC FEET PER SECOND
(X) DEMOLISH
DW DISHWASHER, DOMESTIC WATER
DET DOMESTIC EXPANSION TANK
DCVA DOUBLE CHECK VALVE ASSEMBLY
DN DOWN
DS DOWNSPOUT
DSN DOWNSPOUT NOZZLE
D DRAIN
DFU DRAINAGE FIXTURE UNIT
DWV DRAINAGE, WASTE AND VENT
DF DRINKING FOUNTAIN
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
(E) EXISTING
FT FEET
FFE FINISHED FLOOR ELEVATION
F FIRE, FAHRENHEIT
FL FLOOR
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FV FLUSH VALVE
' FOOT, FEET
(F) FUTURE
GPM GALLONS PER MINUTE
GWH GAS WATER HEATER
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HZ HERTZ
HB HOSE BIBB
HW HOT WATER
HWFU HOT WATER FIXTURE UNIT
HWR HOT WATER RETURN
IN, " INCHES
IW INDIRECT WASTE
INV INVERT ELEVATION
L LAVATORY
MIN MINIMUM
MX MIXING VALVE
MS MOP SINK
(N) NEW
N NORTH
NIC NOT IN CONTRACT
NTS NOT TO SCALE
# NUMBER
NO. NUMBER
OD OVERFLOW DRAIN, OUTSIDE DIAMETER
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
OFOI OWNER FURNISHED, OWNER INSTALLED
PLBG PLUMBING
P PLUMBING, PUMP
POC POINT OF CONNECTION
PSI POUNDS PER SQUARE INCH
PD PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGE
PRV PRESSURE REDUCING VALVE
QTY QUANTITY
RWL RAINWATER LEADER
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
(R) RELOCATE / RELOCATED LOCATION
RD ROOF DRAIN
SAN SANITARY
SB SERVICE BOX
SHT SHEET
SA SHOCK ARRESTOR
SOV SHUT OFF VALVE
S, SK SINK
SF SQUARE FEET
SD STORM DRAIN
SP SUMP PUMP, STATIC PRESSURE
TEMP TEMPERATURE
TP TRAP PRIMER, TOTAL PRESSURE
TYP TYPICAL
U, UR URINAL
V VACUUM, VENT, VOLT
VTR VENT THRU ROOF
WCO WALL CLEANOUT
W WASTE
WC WATER COLUMN, WATER CLOSET
WHA WATER HAMMER ARRESTOR
WH WATER HEATER, WALL HYDRANT
WSFU WATER SUPPLY FIXTURE UNIT
W/ WITH
A. CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL PLUMBING FIXTURES WITH ARCHITECT.
P0.01B SYMBOLS LISTS AND GENERAL NOTES - PLUMBING
P1.11B LEVEL 1 FLOOR PLAN - BUILDING B - PLUMBING
Revision Schedule
Revision Delta Issue Date
DN
DN
1B 3B
AB
CB
BB
2B
1-1/4"CW
3"W
WC-1
L-1
WC-1
L-1
CO
ETWH-1
ETWH-2
TP-1
1 1
/2"
1 1
/2"
3"VTR
UNDER FLOOR
2"
2"
CO
1
CO
CO
EWC-1
CO
EWC-1
FD-1
FD-1
3/4
"
1
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
50530PE
JULY 21, 1998
S
TEV EN E. DA CUS
E
N G INEER
REG
IS
TERED PROFESSION
AL
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Dave Brown
2018-0051
8/27/2018 4:47:19 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt 1/4" = 1'-0"
P1.11B
LEVEL 1
FLOOR PLAN -
BUILDING B -
PLUMBING
DB
SED
Portland Public
Schools
District #1J
2170276.00ADDENDUM NO. 1 - 5/14/18
CONSTRUCTION SET - 8/23/18
0' 2' 4' 8'
1/4" = 1'-0"
1 LEVEL 1 FLOOR PLAN - BUILDING B - PLUMBING NORTH
SHEET KEYNOTES1 SHUT-OFF VALVE IN VALVE BOX.
Revision Schedule
Revision Delta Issue Date
1 5/14/2018
FIRE ALARM WIRE LIST (POWER LIMITED)
SLC - 1 PAIR 16 AWG SOLIDAPATHWAY CLASS DESIGNATION: CLASS B/ STYLE 4
PATHWAY SURVIVABILITY: LEVEL 0
NOTIFICATION CIRCUIT - 1 PAIR 14 AWG SHIELDEDB ** FPLP, FPLR,FPLPATHWAY CLASS DESIGNATION: CLASS B/ STYLE Y
PATHWAY SURVIVABILITY: LEVEL 0
* 40% FILL 2011 N.E.C.
CONTACT PORTLAND PUBLIC SCHOOLS
FOR ANY CABLE SUBSTITUTIONS
CONDUIT SIZE
3/4"
1/2"
1"
CONDUCTOR AREA
0.21 SQ INCH*
0.12 SQ INCH*
0.34 SQ INCH*
CONDUIT SIZE
1-1/4"
2"
1-1/2"
CONDUCTOR AREA
1.34 SQ INCH*
0.60 SQ INCH*
0.82 SQ INCH*
** FPLP, FPLR,FPL
** FPLP FOR PLENUM, FPLR FOR RISER AND FPL FOR ALL OTHER USES.
GENERAL FIRE ALARM NOTESA. THE SCOPE OF THIS PROJECT IS TO PROVIDE NOTIFICATION AND
DETECTION IN NEW PORTABLE BUILDING.
B. REPROGRAM THE EXISTING FIRE ALARM PANEL TO INCLUDE THE ADDEDPORTABLE BUILDING.
C. PROVIDE ACTUAL ROUTING OF FIRE ALARM CIRCUITS ON AS-BUILTS.
P-LINK CIRCUIT - 2 PAIR 16 AWG TWISTEDP ** FPLP, FPLR,FPLPATHWAY CLASS DESIGNATION: CLASS B/ STYLE 4
PATHWAY SURVIVABILITY: LEVEL 0
FIRE
NAC PANEL
3' (MIN)
TO EXIT DOOR 5' (MAX)
48" MAX42" MIN TO TOPOF OPERATING
LEVER
80" MIN AFFTO BOTTOM
OF LENS
96" MAX AFFTO TOP OF
LENS
72"
CEILING MOUNTED
SMOKE/HEAT DETECTOR
A/C SUPPLYOR
RETURNDIFFUSER
FINISHED WALL
WALL MOUNT AUDIO/VISUAL AND
VISUAL ONLY DEVICES
FINISHED FLOOR
NOTE: REFER TO THE PROPERDEVICE INSTALLATIONINSTRUCTIONS FOR BACKBOXMOUNTING HEIGHT.
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
52190PE
E
NGINEER
RE
GIS
TERED PROFESSION
AL
JULY 14 , 19 98
DA
V
IDNORMA N CHES
LE
Y
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Jarod Myrick
2018-0051
8/27/2018 4:43:02 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt NO SCALE
FA0.01B
SYMBOLS
LISTS AND
GENERAL
NOTES - FIRE
ALARM
Author
Checker
Portland Public
Schools
District #1J
2170276.00
CONSTRUCTION SET - 8/23/18
SHEET INDEX
FIRE ALARM SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.
AbbreviationsAFF ABOVE FINISHED FLOOR
AWG AMERICAN WIRE GAUGE
AHJ AUTHORITY HAVING JURISDICTION
C CONDUIT, CLOSE, CONTROL
DIA DIAMETER
DIV DIVISION
EA EACH
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FT FOOT, FEET
G, GND GROUND
HH HANDHOLE
IN INCH, INCHES
MIN MINIMUM
MISC MISCELLANEOUS
NTS NOT TO SCALE
PG PROGECTIVE GUARD
QTY QUANTITY
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
WP WEATHERPROOF
WG WIRE GUARD
FA0.01B SYMBOLS LISTS AND GENERAL NOTES - FIRE ALARM
FA1.01B SITE PLAN - BUILDING B - FIRE ALARM
FA1.11B LEVEL 1 FLOOR PLAN - BUILDING B - FIRE ALARM
Fire Alarm
NOTIFICATION APPLIANCE CIRCUIT PANELEXISTING SILENT KNIGHT
PULL STATION WITH PROTECTIVE GUARDPOTTER APS-DA WITH STI-1130
SMOKE DETECTORPOTTER PSA
SPRINKLER FLOW SWITCH WITH INPUT MODULE
SPRINKLER TAMPER SWITCH WITH INPUT MODULE
HORN/STROBE COMBINATION (# INDICATES MINIMUM CANDELA RATING)SYSTEM SENSOR P2RLSYSTEM SENSOR P2RK (WEATHERPROOF)
STROBE, WALL MOUNTED (# INDICATES MINIMUM CANDELA RATING)SYSTEM SENSOR SRL
ADDRESSABLE INPUT MODULEPOTTER SCM-4
NO SCALE
1 DEVICE MOUNTING HEIGHTS
Revision Schedule
Revision Delta Issue Date
DN
DN
D
EM
EM
D
EXISTING MODULAR
EXISTING MODULAR
PROPOSED MODULAR BUILDING
SE
80T
H A
VE
NU
E
1
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
52190PE
E
NGINEER
RE
GIS
TERED PROFESSION
AL
JULY 14 , 19 98
DA
V
IDNORMA N CHES
LE
Y
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Jarod Myrick
2018-0051
8/27/2018 4:43:02 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt 1" = 10'-0"
FA1.01B
SITE PLAN -
BUILDING B -
FIRE ALARM
Author
Checker
Portland Public
Schools
District #1J
2170276.00ADDENDUM NO. 1 - 5/14/18
CONSTRUCTION SET - 8/23/18
0' 10' 20'
1" = 10'-0"
1 SITE PLAN - BUILDING B - FIRE ALARM NORTH
Revision Schedule
Revision Delta Issue Date
1 5/14/2018
DN
DN
P
P
P
P
24
2018-0051 5
JAROD MYRICK 1.2
Date: 4/4/2018
10
Panel ID: Model: 3.0 Amps
Location: Volts: 24 VDC 6.0 Amps
Wire AWG Ohms Per Length(ft) Actual Volts @
Standby Alarm & Type 1000 Ft. One-Way Ohms EOL
54951 0.075 0.205
NAC #1 #### 0.000 0.528 #14 Solid 2.52 100 0.50 20.13 1.30%
NAC #2 #### 0.000 0.484 #14 Solid 2.52 200 1.01 19.91 2.39%
NAC #3 #### 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00%
NAC #4 #### 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00%
Aux #### 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00%
0.075 1.217
24 0.083 (5 Mins)
1.800 0.101
EXISTING Power Expander Calculations
Project Name: PPS BRIDGER ES PORTABLE Standby Hours:
Project ID: Alarm Mins:
Prepared By: Derating Factor:
Voltage Drop WarningThreshold % :
NAC 5495 Power Expander Max NAC Current:
EXISTING PORTABLE Max Panel Current:
Ckt.# Circuit NameCurrent Draw
%Drop
5495 Pwr Module
5495 Circuit 1
5495 Circuit 2
5495 Circuit 3
5495 Circuit 4
5495 Aux Power Out
Total Standby Current (Amps) Total Alarm Current (Amps)
Standby Time In Hours Alarm Time In Minutes / 60
Total Standby AH Required Total Alarm AH Required
Total Combined AH Required 1.90
Multiply By The Derating Factor 1.20
Minimum Battery AmpHours Required 2.28
1B 3B
AB
CB
BB
2B
EXISTING MODULAR
EXISTING MODULAR
75
15
15
75
EXTEND TO ACCESSIBLE CEILNG SPACE
12" x 12" x 4" PULLBOX
2"C
2"C; INSTALL UNDER MODULARS AND DECKING BETWEEN MODULARS
(E) (E) (E)
(E) (E)
(E) NAC
EXTEND TO (E) NAC
NA2-1
NA2-2
NA2-3
NA2-4EOL
A,B
A,B
A,B
A,B
A,B
A,B
A
A
PG
PG
2.0012.002
2.0032.004
WF
VS 2.005
2.0061
1
(E) NACSILENT KNIGHT
EOL
FIRST FLOOR
(E) PORTABLE
(E) 120VAC DEDICATED CIRCUIT
NA2-1NA2-2NA2-3NA2-4
PP
(E) CONNECTION TO MAIN BUILDING
FIRST FLOOR
NEW PORTABLE
(E) NOTIFICATION APPLIANCES
(E) DETECTION DEVICES
2.0012.0022.0032.004
VS
2.005
WF
2.006
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
52190PE
E
NGINEER
RE
GIS
TERED PROFESSION
AL
JULY 14 , 19 98
DA
V
IDNORMA N CHES
LE
Y
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Jarod Myrick
2018-0051
8/27/2018 4:43:03 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt Asindicated
FA1.11B
LEVEL 1
FLOOR PLAN -
BUILDING B -
FIRE ALARM
Author
Checker
Portland Public
Schools
District #1J
2170276.00ADDENDUM NO. 1 - 5/14/18
CONSTRUCTION SET - 8/23/18
0' 2' 4' 8'
1/4" = 1'-0"
1 LEVEL 1 FIRE ALARM PLAN - BUILDING B NORTH
No Scale
2 FIRE ALARM ONE-LINE DIAGRAM
GENERAL SHEET NOTESA. CONFIRM NEW SLC LOOP NUMBER AND ADJUST DEVICE ADDRESSES AS
NEEDED. PROVIDE ON AS-BUILT DRAWINGS.
SHEET KEYNOTES1 PROVIDE ADDRESSABLE INPUT MODULES TO MONITOR THE FIRE
SPRINKLER SYSTEM. COORDINATE EXACT LOCATIONS ANDCONNECTIONS WITH FIRE SPRINKLER DESIGN.
Revision Schedule
Revision Delta Issue Date
1 5/14/2018
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
52190PE
E
NGINEER
RE
GIS
TERED PROFESSION
AL
JULY 14 , 19 98
DA
V
IDNORMA N CHES
LE
Y
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Jessica Kaplan
2018-0051
8/27/2018 4:44:32 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt
E0.01B
SYMBOLS
LISTS AND
GENERAL
NOTES -
ELECTRICAL
Author
Checker
Portland Public
Schools
District #1J
2170276.00
CONSTRUCTION SET - 8/23/18
AbbreviationsAFF ABOVE FINISHED FLOOR
AC ALTERNATING CURRENT, AIR CONDITIONER
AWG AMERICAN WIRE GAUGE
A AMPERES, AMBER
AV AUDIO VISUAL
AHJ AUTHORITY HAVING JURISDICTION
AIC AVAILABLE INTERRUPTING CAPACITY
BC BARE COPPER
BAS BUILDING AUTOMATION SYSTEM
CA CABLE
CAT CATEGORY
CLG CEILING
CB CIRCUIT BREAKER
C CONDUIT, CLOSE, CONTROL
COORD COORDINATE
CU COPPER
CT CURRENT TRANSFORMER
(X) DEMOLISH
DTL DETAIL
DIA DIAMETER
DIM DIMENSION
DIV DIVISION
DN DOWN
DWG DRAWING
EA EACH
EMT ELECTRICAL METALLIC TUBING
EL ELEVATION
E EMERGENCY
EF EXHAUST FAN
(E) EXISTING
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FMC FLEXIBLE METAL CONDUIT
FT FOOT, FEET
F FUSE
G, GND GROUND
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFI GROUND FAULT INTERRUPTER
GFP GROUND FAULT PROTECTION
HH HANDHOLE
HT HEIGHT
IN INCH, INCHES
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS
IG ISOLATED GROUND
KV KILOVOLT
KVA KILOVOLT AMPERES
KW KILOWATT
LED LIGHT EMITTING DIODE
LNC LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT
LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT
LV LOW VOLTAGE
MDB MAIN DISTRIBUTION BOARD
MOCP MAXIMUM OVERCURRENT PROTECTION
MIN MINIMUM
MCA MINIMUM CIRCUIT AMPS
MISC MISCELLANEOUS
M MOTOR
MCC MOTOR CONTROL CENTER
NEC NATIONAL ELECTRIC CODE
NESC NATIONAL ELECTRIC SAFETY CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
N NEUTRAL
(N) NEW
NC NORMALLY CLOSED
NO NORMALLY OPEN
N/A NOT APPLICABLE
N.I.C. NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
OFOI OWNER FURNISHED, OWNER INSTALLED
PNL PANEL
PH PHASE
PVC POLY-VINYL-CHLORIDE
PWR POWER
QTY QUANTITY
(R) RELOCATE
RFI REQUEST FOR INFORMATION
REQD REQUIRED
RMC RIGID METAL CONDUIT
RM ROOM
SHT SHEET
SPKR SPEAKER
STD STANDARD
SPD SURGE PROTECTION DEVICE
SWBD SWITCHBOARD
TGB TELECOMMUNICATIONS GROUNDING BUS BAR
TTB TELEPHONE TERMINAL BOARD
TBD TO BE DETERMINED
XFMR TRANSFORMER
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
TP TRANSITION POINT
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
UPS UNINTERRUPTIBLE POWER SUPPLY
UON UNLESS OTHERWISE NOTED
VRFY VERIFY
V VOLTS, VOLTAGE
WP WEATHERPROOF
W WIRE, WHITE
W/ WITH
W/O WITHOUT
GROUND BAR
GROUNDING POINT
POWER UTILITY POLE
Raceways
EXISTING CONDUIT CONCEALED IN WALL OR CEILING SPACE
EXISTING CONDUIT ROUTED BELOW FLOOR / GRADE
OVERHEAD PRIMARY SERVICE
OVERHEAD SECONDARY SERVICE
OVERHEAD TELEPHONE SERVICE
CONDUIT CONCEALED IN WALL OR CEILING SPACE
CONDUIT ROUTED BELOW FLOOR / GRADE
CONDUIT ELLED DOWN
CONDUIT ELLED UP
CONDUIT/WIRING CONTINUATION
CONDUIT/WIRING STUBBED OUT WITH END CAP OR INSULATEDPLASTIC BUSHING
Switches and Receptacles
COMBINATION COMMUNICATIONS OUTLET AND DUPLEXRECEPTACLE, FLUSH FLOOR
DUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLEOPTIONS) A = ABOVE COUNTER B = CLOCK HANGER C = FLUSH CEILING MOUNTED E = EMERGENCY F = ARC FAULT PROTECTED BY BREAKER IN PANEL G = GROUND FAULT CIRCUIT INTERRUPTER H = HOSPITAL GRADE K = CHILD RESISTANT COVER L = ISOLATED GROUND P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY PENDANTLENGTH R1 = HALF SWITCHED BY OCCUPANCY SENSOR RELAY R2 = FULLY SWITCHED BY OCCUPANCY SENSOR RELAY S = SPLIT WIRED T = TAMPER RESISTANT SHUTTERED RECEPTACLE U = USB PORT(S) W = WEATHERPROOF CONTINUOUS USE COVER, GFCI PROTECTED,WITH WEATHER-RESISTANT RECEPTACLE
DUPLEX RECEPTACLE, FLUSH FLOOR
EQUIPMENT ELECTRICAL CONNECTION
CEILING MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED D = DUAL TECHNOLOGY U = ULTRASONIC, 360 DEG RANGE H = ULTRASONIC, HALLWAY PATTERN v (LOWERCASE) = VACANCY CONTROL DESIGNATION
WALL MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED D = DUAL TECHNOLOGY v (LOWERCASE) = VACANCY CONTROL DESIGNATION
WALL MOUNTED OCCUPANCY SENSOR/SWITCH S = PASSIVE INFRARED WITH INTEGRAL "OFF" SWITCH T = DUAL RELAY PASSIVE INFRARED WITH TWO INTEGRAL "OFF"SWITCHES D = PASSIVE INFRARED WITH INTEGRAL DIMMER TO OFF. v (LOWERCASE) = VACANCY CONTROL DESIGNATION
PHOTO ELECTRIC SWITCH D = CONTINUOUS DIMMING PHOTOCELL S = SWITCHED PHOTOCELL
SINGLE POLE SWITCH 2 = DOUBLE POLE SWITCH 3 = THREE-WAY SWITCH 4 = FOUR-WAY SWITCH a THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION D = DIMMER F = FAN SPEED CONTROL K = KEY OPERATED SWITCH L = LIGHTED HANDLE M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD P = SWITCH WITH PILOT LIGHT S = SENTRY SWITCH T = INTERVAL TIMER W = WEATHERPROOF SWITCH V = LOW VOLTAGE SWITCH
Connections / Equipment
BASEBOARD ELECTRIC HEATER
ELECTRIC RADIANT HEATER
ELECTRIC RECESSED WALL MOUNTED HEATER FAN FORCED
HEAVY DUTY FUSED DISCONNECT SWITCH
JUNCTION BOX
MOTOR CONNECTION
NON-FUSED DISCONNECT SWITCH
WALL-MOUNTED JUNCTION BOX
Fire Alarm
REMOTE TEST SWITCH
FIRE ALARM CONTROL PANEL
NOTIFICATION APPLIANCE CIRCUIT PANEL
FIRE ALARM ANNUNCIATOR PANEL
General
DETAIL NUMBER AND SHEET LOCATION
KEYED NOTE
SECTION NUMBER AND SHEET LOCATION
DEMOLISH
EXISTING WORK
NEW WORK
Lighting
COMBINATION EXIT SIGN CEILING MOUNTED AND DUAL HEADEMERGENCY EGRESS LIGHTING WITH BATTERY PACK. ARRROW(S)INDICATES DIRECTION IF SHOWN
COMBINATION EXIT SIGN WALL MOUNTED AND DUAL HEADEMERGENCY EGRESS LIGHTING WITH BATTERY PACK. ARRROW(S)INDICATES DIRECTION IF SHOWN
EMERGENCY LUMINAIRE WITH BATTERY PACK
EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES DIRECTION IFSHOWN
EXIT SIGN WALL MOUNTED, ARROW(S) INDICATES DIRECTION IFSHOWN
RECESSED 2' X 4' LUMINAIRE
RECESSED LUMINAIRE
WALL MOUNTED LUMINAIRE
MiscellaneousBRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TOPANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG MINIMUMUNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASECONDUCTORS. LONG TICK MARKS INDICATE NEUTRALCONDUCTORS. A SINGLE CURVED TICK MARK INDICATESINSULATED GREEN GROUND CONDUCTOR. SECOND CURVED TICKMARK INDICATES "ISOLATED GROUND" (GREEN INSULATION WITHYELLOW STRIPE) CONDUCTOR.
BRANCH PANEL
CIRCUIT BREAKER
FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTED
FLUSH WALL MOUNTED BRANCH PANEL
ELECTRICAL SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.
Raceways
CABLE RUNWAY, WIDTH AS INDICATED
CONDUIT AND CONDUCTORS ABOVE GRADE
CONDUIT AND CONDUCTORS BELOW GRADE OR SLAB
CONDUIT DOWN
CONDUIT SLEEVE
CONDUIT UP
CONDUIT/WIRING CONTINUATION
FLEXIBLE CONDUIT
HANDHOLE
PULL BOX
TELECOMMUNICATIONS VAULT
TELEPHONE BACKBOARD
Reference Symbols
DETAIL NUMBER AND SHEET LOCATION
KEYED NOTES
SECTION NUMBER AND SHEET LOCATION
TelecommunicationsALTERNATE COMMUNICATIONS OUTLET (X): W= LOCATION FOR FLUSH MOUNT WIRELESS ACCESS POINTOUTLET WITH (2) CAT6A CABLES TO NEAREST MDF/IDF AND1"C. ACCESSIBLE CEILING SPACE, UON.
STANDARD COMMUNICATIONS OUTLET WITH (3) CAT6CABLE(S) TO NEAREST MDF/IDF AND 1"C. TO ACCESSIBLECEILING SPACE.
Audio/VideoAUDIO-VIDEO OUTLET WITH 5-SQUARE RANDL BOX,SINGLE-GANG ADAPTER PLATE AND 1-1/4" CONDUIT TOACCESSIBLE CEILING SPACE UON. INSTALL HDMI CABLE FROMOUTLET TO SHORT THROW PROJECTOR.
Electronic Security
CEILING MOUNTED MOTION DETECTION SENSOR
WALL MOUNTED KEYPAD
Equipment
2-POST EQUIPMENT RACK
DOUBLE-SIDED VERTICAL WIRE MANAGEMENT
MAJOR EQUIPMENT, CABINETS OR PANELS
Paging/Intercom
CEILING SPEAKER
TECHNOLOGY SYMBOL LIST
E0.01B SYMBOLS LISTS AND GENERAL NOTES - ELECTRICAL
E1.01B SITE PLAN - BUILDING B - POWER & SIGNAL
E1.02B SITE PLAN - BUILDING B - PGE PLAN
E1.11B LEVEL 1 FLOOR PLAN - BUILDING B - ELECTRICAL
E5.10B SINGLE LINE DIAGRAM & SCHEDULES - BUILDING B - ELECTRICAL
SHEET INDEX
Revision Schedule
Revision Delta Issue Date
DN
DN
D
FF
Contractor Utility Contacts:
Primary Conduit X
Primary Conductors X
Trenching and Backfill X
Transformer X
Transformer Pad / Vault X
Bollards X
Transformer Connections X
Secondary Conduit X
Secondary Conductors X
C/T Enclosure X
C/T's X
Meter Base X
Meter X
Electric Room Door Lock Box X
(obtain from power company)
Reported AFC at Terminal Cabinet:
Notes:
Incoming Electrical Service
Division of Responsibility
Power Utility:Bryan HangartnerPortland General ElectricPhone: (503) 936-6988E-mail: [email protected]
12,550A
1. Contact and coordinate all requirements and responsibilities with serving utility companies prior to submitting bid.
2. All service installation work shall be in strict compliance with the requirements of the serving utilities.
EXISTING MODULAR
EXISTING MODULAR
PROPOSED MODULAR BUILDING
SE
80T
H A
VE
NU
E
EXISTING OVERHEAD WIRE TO EXISTING MODULAR BUILDING TO REMAIN
PGE TO DEMO EXISTING OVERHEAD WIRE TO EXISTING MODULAR BUILDING
(N) UNDERGROUND CONDUIT TO NEW CT/TERMINAL CABINET
2
E5.10B
(1) 2" C.
(N) CT/TERMINAL CABINET
(N) METER SOCKET
4' -
0"
7' - 0"
EXTEND TO ACCESSIBLE CEILNG SPACE
12" x 12" x 4" PULLBOX
2"C
2"C; INSTALL UNDER MODULARS AND DECKING BETWEEN MODULARS
STUB BEHIND EXISTING IDF CABINET
(N) SERVICE DISCONNECTS
1
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
52190PE
E
NGINEER
RE
GIS
TERED PROFESSION
AL
JULY 14 , 19 98
DA
V
IDNORMA N CHES
LE
Y
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Jessica Kaplan
2018-0051
8/27/2018 4:44:33 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt Asindicated
E1.01B
SITE PLAN -
BUILDING B -
POWER &
SIGNAL
Author
Checker
Portland Public
Schools
District #1J
2170276.00ADDENDUM NO. 1 - 5/14/18
CONSTRUCTION SET - 8/23/18
0' 10' 20'
1" = 10'-0"
1 SITE PLAN - BUILDING B - POWER & SIGNAL NORTH
Revision Schedule
Revision Delta Issue Date
1 5/14/2018
SS
SS
OS
OS
DN
DN
J
J MD
MD
1B 3B
AB
CB
BB
2B
EXISTING MODULAR
EXISTING MODULAR
S
S
(R) (R)
(R) (R)
'B1'
'B1'
'B1'
'B1'
(E) (E)
(E)(E)
(E) (E)
(E) (E)
(E) (E)
(E)(E)
(E)
(E)
(E)
5
5
5
5
6
6
7
7
(E)
(E)
1
1B 3B
AB
CB
BB
2B
EXISTING MODULAR
EXISTING MODULAR
G
G
+72"
+72"
+72"
WW
(E) PANEL 'B'
CEF-1B
CEF-2B
HP-2B(E)
HP-1B(E)
ETWH-2
ETWH-1
M
M
1
(E) PANEL PORTABLE 'A'
2
2
W
W
2
3
3
2
2
2
2
2
2
2
(E) IDF CABINET
4
4
B-22.
B-22.
B-26.
B-26.
B-26.
1
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
52190PE
E
NGINEER
RE
GIS
TERED PROFESSION
AL
JULY 14 , 19 98
DA
V
IDNORMA N CHES
LE
Y
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Jessica Kaplan
2018-0051
8/27/2018 4:44:34 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt 1/4" = 1'-0"
E1.11B
LEVEL 1
FLOOR PLAN -
BUILDING B -
ELECTRICAL
Author
Checker
Portland Public
Schools
District #1J
2170276.00ADDENDUM NO. 1 - 5/14/18
CONSTRUCTION SET - 8/23/18
0' 2' 4' 8'
1/4" = 1'-0"
1 LEVEL 1 LIGHTING PLAN - BUILDING B0' 2' 4' 8'
1/4" = 1'-0"
2 LEVEL 1 POWER PLAN - BUILDING B
SHEET KEYNOTES1 PROVIDE CONNECTION TO ELECTRONIC TRAP PRIMER. COORDINATE WITH
PLUMBING CONTRACTOR.
NORTH
NORTH
GENERAL SHEET NOTES
B. COMMUNICATION DEVICES ORIGINATE FROM THE (E) IDF IN THE ADJACENTMODULAR BUILDING.
C. SECURITY DEVICES ORIGINATE FROM THE EXISTING MDF IN THE BUILDING.UTILIZE EXISTING PATHWAY FROM THE ADJACENT MODULAR BUILDING TO THEMDF.
2 EXISTING LOCATION TO BE DEMOLISHED. PROVIDE BLANK COVER.
3 INSTALL ABOVE WHITE BOARD FOR OWNER FURNISHED CONTRACTORINSTALLED SHORT THROW PROJECTOR.
4 PROVIDE POWER FOR WATER-COOLED DRINKING FOUNTAIN, COORDINATERECEPTACLE LOCATION WITH PLUMBING CONTRACTOR PRIOR TO ROUGH-IN.PROVIDE GFCI BREAKER.
5 EXTENDING EXISTING LIGHTING CIRCUIT TO NEW LUMINAIRES.A. DEVICE LOCATIONS AND CIRCUITING BASED ON EXISTING DRAWINGS. FIELDVERIFY ALL CIRCUITS AND LOCATIONS.
6 OCCUPANCY SENSOR/SWITCH TO CONTROL BOTH LIGHTS AND CEILING EXHAUSTFAN. COORDINATE WITH DIVISION 23.
7 RELOCATE SWITCHES TO NEW LOCATION AND RECONNECT.
Revision Schedule
Revision Delta Issue Date
1 5/14/2018
CEF-1B EXHAUST FAN REST ROOM 120/1 128 W 15 202 B-24.
CEF-2B EXHAUST FAN REST ROOM 120/1 128 W 15 202 B-24.
ETWH-1 WATER HEATER REST ROOM 240/1 20 A 25 302 B-17,19.
ETWH-2 WATER HEATER REST ROOM 240/1 20 A 25 302 B-21,23.
GENERAL MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES
A.
B. MOCP = MAXIMUM OVER CURRENT PROTECTION
MCA = MINIMUM CIRCUIT AMPACITY
C.
WIRE / CONDUIT SCHEDULE
202 2 #12 CU, 1 #12 CU GND., IN 3/4" C.
302 2 #10 CU, 1 #10 CU GND., IN 3/4" C.
BUILDING B MECHANICAL EQUIPMENT CONNECTION SCHEDULE
ITEM DESCRIPTION LOCATIONVOLTS /PHASE LOAD MCA MOCP
WIRE /CONDUIT CIRCUIT NOTES
THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. ACTUAL MANUFACTURER FOR EQUIPMENT MAY BEDIFFERENT. COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR LOADS AND OVER CURRENT PROTECTIONREQUIREMENTS PRIOR TO INSTALLATION OF WIRING.
PROVIDE DISCONNECTING MEANS FOR EACH ITEM OF EQUIPMENT LISTED IN THE SCHEDULE ABOVE, EXCEPT ASSPECIFICALLY NOTED OTHERWISE IN SCHEDULE NOTES, BELOW.
UL/IP
RATING LAMP(S) MFG/CATALOG # NOTES
B1 4" LED DOWNLIGHT STEEL WHITE REFLECTOR RECESSED WHITE DAMPINTEGRAL 0-10V
DIMMING575 LUMENS, 4000K, 90+ CRI 9.5
CREE CR4 575L 40K 12 E26 RC4 OR APPROVEDEQUIVALENT
1
2
3
4
5
6
LUMINAIRE SCHEDULE
TYPE DESCRIPTION HOUSING SHIELDING MOUNTING FINISHDRIVER/POWER
SUPPLYINPUTWATTS
NOTES:
THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS.
DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN ON DRAWINGS.
COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN.
SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED.
PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND BALLAST INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD.
REMOTE BALLASTS/DRIVERS: UL LISTED FOR THEIR APPLICATION. BALLASTS/DRIVERS MARKED AS UL RECOGNIZED COMPONENT BUT NOT UL LISTED ARE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO OWNER.
2018-0051
Ckt. C.B. C.B. Ckt.
No. Description / Location A/Pole Note Ph. Note A/Pole Description / Location No.
1 (E) LIGHTS 743 L 20/1 A 60/2 5,720 M (E) MECHANICAL UNIT A 2
3 (E) LIGHTS 704 L 20/1 C - 5,720 M --- 4
5 (E) RECEPTACLES 1,080 R 20/1 A 3 30/2 M --- 6
7 (E) RECEPTACLES 1,080 R 20/1 C 3 - M --- 8
9 (E) RECEPTACLES 1,080 R 20/1 A 60/2 5,720 M (E) MECHANICAL UNIT B 10
11 (E) RECEPTACLES 1,080 R 20/1 C - 5,720 M --- 12
13 (E) RECEPTACLES 360 R 20/1 A 3 30/2 M --- 14
15 (E) RECEPTACLES 360 R 20/1 C 3 - M --- 16
17 (N) ETWH-1 2,400 H 25/2 1 A 20/1 500 G (E) DEDICATED RECEPTACLE 18
19 --- 2,400 H - C 20/1 500 G (E) DEDICATED RECEPTACLE 20
21 (N) ETWH-2 2,400 H 25/2 1 A 1,2 20/1 1,200 G DRINKING FOUNTAINS 22
23 --- 2,400 H - C 1 15/1 284 M CEF-1B, CEF-2B 24
25 (E) SPACE A 1 20/1 360 R R - RESTROOM RECEPTACLES 26
27 (E) SPACE C (E) SPACE 28
29 (E) SPACE A (E) SPACE 30
31 (E) SPACE C (E) SPACE 32
33 (E) SPACE A (E) SPACE 34
35 (E) SPACE C (E) SPACE 36
37 (E) SPACE A (E) SPACE 38
39 (E) SPACE C (E) SPACE 40
41 (E) SPACE A (E) SPACE 42
Connected Load: Ph. A 21,563 VA 180 Amps Panel Connected Load: 41.8 KVA 174.2 Amps
Sub-Fed Connected Load: 0.0 KVA 0.0 Amps
Connected Load: Ph. C 20,248 VA 169 Amps Total Demand Load: 45.0 KVA 187.6 Amps
Notes: Accessories:
1. PROVIDE NEW BREAKER, MATCH EXISTING BREAKER'S MANUFACTURER AND AIC RATING.
2. PROVIDE 6mA GFCI CIRCUIT BREAKER
3. MECHANICAL UNIT HEATING LOAD NOT INCLUDED IN LOAD SUMMARY IN ACCORDANCE WITH
NEC ARTICLE 220.60
4.
(E) Panel 'B'-BLDG B 120/240V, 1Ph, 3W.; 225A Bus with 200A Main Circuit Breaker Flush Mounted Load Center
Load Load
(VA)|Type (VA)|Type
(E) UTILITY POLE
(N) POLE MOUNTEDPGE TRASFORMER
METER BASE PER PGE REQUIREMENTS (E)PANEL
'A'
400C
2003
TERMINATE CONDUIT ABOVE GRADE PER UTILITY COMPANY REQUIREMENTS
240/120 VOLT, 1 PHASE, 3 WIREAVAILABLE FAULT CURRENT: 12,550A
(E) UTILITY POLE
(E) POLE MOUNTEDPGE TRASFORMER TO BE REPLACED
(X) EXISTING METER BASE
(E)PANEL
'A'
M
240/120 VOLT, 1 PHASE, 3 WIRE
(E) OVERHEAD POWER LINES TO BE REMOVED BY PGE
(X) EXISTING CONDUCTORS FROM METER TO (E) PANEL IN (E) MODULAR BUILDING
M
2003
400A CURRENT TRANSF./TERMINAL CABINET
(E)PANEL
'B'
240/120 VOLT, 1 PHASE, 3 WIREAVAILABLE FAULT CURRENT: 8,015A
1-1/4" C. WITH PULL WIRE
NEMA 3R 400ASPLITTER TROUGH
2003
2003
400S
NEMA 3RSERVICE RATED DISCONNECT SWITCH200AS, 200AF
NEMA 3RSERVICE RATED DISCONNECT SWITCH200AS, 200AF
1 1
NEUT. TERMINAL
1/0 AWG BARE COPPERCONNECT TO EXISTING GROUNDING ELECTRODE SYSTEM
GROUND TERMINAL 1/0 AWG
DISCONNECT PANEL FROM EXISTING GROUNDING ELECTRODE SYSTEM
1
ROOF8' - 0"
5' -
8"
7' -
0"
(N) CT/TERMINAL CABINET
(N) METER SOCKET
(N) SERVICE DISCONNECTS
E N G I N E E R I N GI N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
100 SW Main St.
Suite 1600
Portland, OR 97204
503.382.2266
503.382.2262
OREGONOREGONOREGON
12/31/19EXPIRES:
52190PE
E
NGINEER
RE
GIS
TERED PROFESSION
AL
JULY 14 , 19 98
DA
V
IDNORMA N CHES
LE
Y
MACKENZIE
ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,
WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
PPS - Bridger Elementary School Modular Relocation
7910 SE Market St
Portland, OR 97215
Jessica Kaplan
2018-0051
8/27/2018 4:44:34 PMC:\Users\jessicak.IEICE\Documents\PPS_Modulars MEP Central v17_jessicak.rvt Asindicated
E5.10B
SINGLE LINE
DIAGRAM &
SCHEDULES -
BUILDING B -
ELECTRICAL
Author
Checker
Portland Public
Schools
District #1J
2170276.00
CONSTRUCTION SET - 8/23/18
NO SCALE
1 ONE-LINE POWER DISTRIBUTION DIAGRAM
SHEET KEYNOTES
FEEDER SCHEDULEA,C,S,X A=Aluminum
C-Conduit onlyS=Service secondaryX=Separately derived system
0' 4' 8' 16'
1/8" = 1'-0"
2 EXISTING MODULAR NORTH ELEVATION
1 VERIFY AIC RATING OF EXISTING PANEL. REPLACE PANEL AND BREAKERSWITH NEW IF EXISTING PANEL IS NOT RATED FOR NEW AVAILABLE FAULTCURRENT.
200S 3 #3/0 CU IN 2" C.
400C TWO 3" DIAMETER EMPTY CONDUIT WITH PULL CORD
400S 2 SETS OF (4 #3/O CU IN 2" C.)
2003 3 #3/0 CU, 1 #6 CU GND., IN 2" C.
Revision Schedule
Revision Delta Issue Date