bridger elementary school · 7910 se market st portland, or 97215 pps project no:...

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


MACKENZIE

CONTACTS: BREEZY RINEHART-YOUNG, CIVIL ENGINEER OF RECORDRIVEREAST CENTER1515 SE WATER AVENUE, SUITE 100PORTLAND, OR 97214


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





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



2018


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


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client

7910 SE Market St

Portland, OR 97215

PPS - Bridger

Elementary School

Modular Relocation


A0.01B

TYPICAL

DETAILS /

DOOR

SCHEDULE

MHB

CCB

Portland Public

Schools

District #1J

2170276.00



2018


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


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client

7910 SE Market St

Portland, OR 97215

PPS - Bridger

Elementary School

Modular Relocation


A1.10B

FOUNDATION

PLAN &

DETAILS

MHB, MGB

RRB

Portland Public

Schools

District #1J

2170276.00



2018


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


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


USE OF REQUIRED CONCRETEDESIGN MIX


CAST-IN-PLACECONCRETE

REINFORCING STEEL, INCLUDINGPRESTRESSING STEEL, ANDPLACEMENT


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


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"


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"


1B 3B2B

06-03

42"

02-06

09-04

23-01

09-07

FINISH FLOOR0' - 0"

ROOF8' - 0"


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"


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


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client

7910 SE Market St

Portland, OR 97215

PPS - Bridger

Elementary School

Modular Relocation


A1.11B

FLOOR PLAN &

BUILDING

ELEVATIONS

QNR, MHB

CCB

Portland Public

Schools

District #1J

2170276.00ADDENDUM NO. 1 - 5/14/18



2018


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


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client

7910 SE Market St

Portland, OR 97215

PPS - Bridger

Elementary School

Modular Relocation


A1.12B

ROOF PLAN

MHB

CCB

Portland Public

Schools

District #1J

2170276.00



2018


Revision Schedule


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"


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"


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client

7910 SE Market St

Portland, OR 97215

PPS - Bridger

Elementary School

Modular Relocation


A4.10B

ENLARGED

PLANS AND

ELEVATIONS

MHB

CCB

Portland Public

Schools

District #1J

2170276.00ADDENDUM NO. 1 - 5/14/18



2018


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


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





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


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


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


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


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


0' 2' 4' 8'

1/4" = 1'-0"

1 FLOOR PLAN - BUILDING B - MECHANICAL NORTH

Revision Schedule


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


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


7910 SE Market St

Portland, OR 97215

Dave Brown

2018-0051


P0.01B

SYMBOLS

LISTS AND

GENERAL

NOTES -

PLUMBING

DB

SED

Portland Public

Schools

District #1J

2170276.00


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


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


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


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


7910 SE Market St

Portland, OR 97215

Dave Brown

2018-0051


P1.11B

LEVEL 1

FLOOR PLAN -

BUILDING B -

PLUMBING

DB

SED

Portland Public

Schools

District #1J

2170276.00ADDENDUM NO. 1 - 5/14/18


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


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


* 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


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.


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


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


SHEET INDEX

FIRE ALARM SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.


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


DN

DN

D

EM

EM

D

EXISTING MODULAR

EXISTING MODULAR

PROPOSED MODULAR BUILDING

SE

80T

H A

VE

NU

E

1


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


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


0' 10' 20'

1" = 10'-0"

1 SITE PLAN - BUILDING B - FIRE ALARM NORTH

Revision Schedule


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


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


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


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


1 5/14/2018


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


7910 SE Market St

Portland, OR 97215

Jessica Kaplan

2018-0051


E0.01B

SYMBOLS

LISTS AND

GENERAL

NOTES -

ELECTRICAL

Author

Checker

Portland Public

Schools

District #1J

2170276.00



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


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


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


7910 SE Market St

Portland, OR 97215

Jessica Kaplan

2018-0051


E1.01B

SITE PLAN -

BUILDING B -

POWER &

SIGNAL

Author

Checker

Portland Public

Schools

District #1J

2170276.00ADDENDUM NO. 1 - 5/14/18


0' 10' 20'

1" = 10'-0"

1 SITE PLAN - BUILDING B - POWER & SIGNAL NORTH

Revision Schedule


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


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


7910 SE Market St

Portland, OR 97215

Jessica Kaplan

2018-0051


E1.11B

LEVEL 1

FLOOR PLAN -

BUILDING B -

ELECTRICAL

Author

Checker

Portland Public

Schools

District #1J

2170276.00ADDENDUM NO. 1 - 5/14/18


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


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







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


TEL

FAX

PROJECT

CONTACT


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





SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client


7910 SE Market St

Portland, OR 97215

Jessica Kaplan

2018-0051


E5.10B

SINGLE LINE

DIAGRAM &

SCHEDULES -

BUILDING B -

ELECTRICAL

Author

Checker

Portland Public

Schools

District #1J

2170276.00


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
