ATTACHMENT J Drawings~25.pdf

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SHEET #:

SHEET TITLE:

PROJECT INFORMATION:

PROJECT #:

DATE:

DRAWN BY:

CHECK BY:

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FULL SIZE PRINT: 24 x 36

REVISIONS:

OWNER

BEAVERTON SCHOOL DISTRICT

MAINTENANCE SERVICES

16550 SW MERLO ROAD

BEAVERTON, OREGON 97003

CONTACT: PAUL CARNEVALE

PAUL_CARNEVALE@BEAVERTON.K12.OR.US

971.727.4710

CONTRACTOR

TO BE DETERMINED

ARCHITECT

SOLARC ARCHITECTURE, INC.

3115 NE SANDY BLVD., SUITE 224

PORTLAND, OREGON 97232

CONTACT: NATE CARTER

NATE@SOLARC-A.COM

971.344.1919

CIVIL

N/A

STRUCTURAL

SOLARC ARCHITECTURE

MEP

N/A

DESIGN-BUILD TRADES

MECHANCIAL

ELECTRICAL

DRAWING INDEX

DRAWING INDEX

ISSUE LOG

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SHEET # SHEET TITLE

CS COVER SHEET •

G000 ABBREVIATIONS & LEGENDS •

A200 FLOOR PLAN •

A210 PARTIAL FLOOR PLAN & INTERIOR ELEVATIONS •

PROPERTY LOCATION

PROPERTY INFORMATION

ADDRESS: 18550 SW KINNAMAN RD, BEAVERTON, OR 97007

CLIENT: BEAVERTON SCHOOL DISTRICT

BUILDING AREA: ± 217,800 SF

SITE AREA: 16.84 AC

YEAR BUILT: UNKNOWN

JURISDICTION: UNINCORPORATED WASHINGTON COUNTY

ZONE: INSTITUTIONAL DISTRICT

N

PROJECT DESCRIPTION

BSD ALOHA LIFT

18550 SW KINNAMAN RD, BEAVERTON, OR 97007

GENERAL NOTES

1. DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS, AND MAJOR ELEMENTS OF STRUCTURAL SYSTEMS. AS SUCH, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF

THE WORK.

2. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. HE/SHE SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND SHALL NOTIFY THE ENGINEER THROUGH APPROVED CONTACT METHODS, OF ANY CONDITIONS REQUIRING MODIFICATION PRIOR TO

CONSTRUCTION.

3. THE CONTRACTOR SHALL COORDINATE ALL TRADES RELATED TO HIS OR HER WORK.

4. NO WORK SHALL BE PERFORMED OR PERMIT VALIDATED FOR ANY ITEM LISTED AS DEFERRED WITHOUT FIRST

BEING REVIEWED AND APPROVED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AND

SUBSEQUENTLY APPROVED BY THE BUILDING OFFICIAL.

5. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE, PLUMBING CODE, MECHANICAL CODE, ELECTRICAL CODE, FIRE CODE, ENERGY CODE AND ALL OTHER

APPLICABLE CODES.

6. ALL FIELD DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS ON DRAWINGS. USE DIMENSIONAL INFORMATION

GIVEN. DO NOT SCALE DRAWINGS.

7. ANY DAMAGE TO EXISTING MATERIALS AND/OR CONDITIONS THAT ARE TO REMAIN OR BE REUSED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE SUCH EXISTING MATERIALS AT NO ADDITIONAL

COST OR CONDITIONS TO THE OWNER.

8. CONTRACTOR TO COORDINATE SCHEDULING OF ALL RELATED WORK OCCURING IN ADJACENT SITES WITH

OWNERS.

9. FIRE SAFE/ SEAL ALL FLOOR/ WALL PENETRATIONS TO MEET APPLICABLE CODE REQUIREMENTS AS THEY

RELATE TO FIRE RATED ASSEMBLIES.

10. CONTRACTOR SHALL NOT PERFORM ANY CONSTRUCTION ACTIVITY OR INSTALL ANY OBJECTS WITHIN THE PUBLIC RIGHTS-OF-WAY OR EASEMENTS OF THE MUNICIPALITY WITHOUT A VALID CONSTRUCTION PERMIT AND / OR A STREET OPENING PERMIT OR AN ENCROACHMENT PERMIT ISSUED BY THE CITY'S PUBLIC WORKS

DEPARTMENT.

11. CONTRACTOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS AND STATE DEPARTMENT OF INDUSTRIAL RELATIONS. DIVISION OF INDUSTRIAL SAFETY (O.S.H.A) REGULATIONS AND REQUIREMENTS.

12. CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS AND DIMENSIONS OF THE PROJECT AND SHALL NOTIFY ARCHITECT/ ENGINEER ABOUT ANY CONDITION REQUIRING MODIFICATIONS OR

CHANGE BEFORE PROCEEDING WITH THE WORK.

13. CONTRACTOR SHALL REFER TO AND CROSS-CHECK DETAILS, DIMENSIONS, NOTES, AND ALL REQUIREMENTS SHOWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE CIVIL, LANDSCAPE, STRUCTURAL, PLUMBING, MECHANICAL AND/OR ELECTRICAL DRAWINGS.

14. REFERENCE OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT APPLICATION OF ANY DRAWINGS

OR DETAILS.

15. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY BRACING AS REQUIRED OR PORTION THEREOF DURING

CONSTRUCTION.

16. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT GENERAL LIABILITY, WORKERS COMPENSATION INSURANCE AND BONDING COVERAGE IN COMPLIANCE WITH

STATE OF OREGON ORDINANCE.

17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, AND SLEEVES FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, A/C EQUIPMENT, COUNTERS, HANDRAILS, RAILINGS, AND ALL OTHER ITEMS

REQUIRING SAME.

18. THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIELD INSPECTOR DURING CONSTRUCTION. PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING NOT LESS THAN 10BC AS REQUIRED

BY FIRE MARSHAL FIELD INSPECTOR.

THE PROJECT CONSISTS OF THE REPLACEMENT OF AN EXISTING ADA CHAIR LIFT AT ALOHA HIGH SCHOOL

PROJECT SITE

COVER

SHEET

CS

PROPERTY LOCATION

AutoCAD SHX Text 3115 NE Sandy Boulevard, Suite 224 Portland, Oregon 97232 971.344.1919 www.SOLARCarchitecture.com

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SHEET #:

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PROJECT INFORMATION:

PROJECT #:

DATE:

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FULL SIZE PRINT: 24 x 36

REVISIONS:

ABBR'S &

LEGENDS

G

SYMBOL LEGEND

ELECTRICAL PENETRATION

PIPE PENETRATION

SUPPORT PENETRATION

WATER LINE PENETRATION

FALL PROTECTION ANCHOR

ELECTRICAL JUNCTION BOX

WALL PIPE PENETRATION

FIRE ALARM

KEY FOB ACCESS

SECURITY CAMERA

EXISTING ROOF DRAIN

CHAIN LINK FENCE

WATER VALVE

WATER METER

IRRIGATION SPRINKLER VALVE

FLOOD LIGHT FIX

INDICATES DIRECTION OF ROOF SLOPE

S

FP

SC

WM

W

W

E

P

E

KA

FA

P

SYMBOLS BELOW (WHEN USED IN ADJUNCTION WITH WORDS) MAY BE FOUND IN THIS DRAWING SET:

& AND

∠ ANGLE

@ AT

Ø DIAMETER, ROUND

x'-x" FEET & INCHES

: IS, SHALL B

┴ PERPENDICULAR

/ PER

% PERCENT

# POUND, NUMBER

X BY (AS IN 2 BY 4)

ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ASPHALTIC CONCRETE

ACT ACOUSTICAL TILE

AD AREA DRAIN

ADD ADDENDUM

ADD'L ADDITIONAL

ADH ADHESIVE

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AL ALUMINUM

ALLOW ALLOWABLE

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS PANEL

APPRX APPROXIMATE

ARCH ARCHITECT(URAL)

ASPH ASPHALT

AUTO AUTOMATIC

AVE AVENUE

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK, BEAM(S)

BOT BOTTOM

BRZ BRONZE

BS BOTH SIDE

CB CATCH BASIN

CEM CEMENT

CF CUBIC FOOT

CFOI CONTRACTOR FURNISHED OWNER

INSTALLED

CG CORNER GUARD

CH CEILING HEIGHT

CI CAST IRON

CJ CONTROL JOINT

CKBD CHALKBOARD

CL CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CM CONSTRUCTION MANAGER

CMT CERAMIC MOSAIC (TILE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMUNICATIONS

CONC CONCRETE

CONN CONNECT(ION)

CONST CONSTRUCTION

CONT CONTINUOUS OR CONTINUE

CONTR CONTRACT(OR)

CPT CARPET

CRS COURSE(S)

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CTR CENTER

CVG CLEAR VERTICAL GRAIN

CW COLD WATER

CWT CERAMIC WALL TILE

CY CUBIC YARD

D DEPTH

DEMO DEMOLISH, DEMOLITION

DEP DEPRESSED

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DP DAMPPROOFING

DR DOOR

DS DOWNSPOUT

DT DRAIN TILE

DTL DETAIL

DW DUMBWAITER

DWG DRAWING(S)

DWR DRAWER

EA EACH

EB EXPANSION BOLT

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

EMBED EMBEDMENT

EMER EMERGENCY

ENCL ENCLOSE(URE)

EP ELECTRICAL PANEL BOARD

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EVT EQUIVISCIOUS TEMPERATURE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EX.EXIT EXISTING

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FAF FLUID APPLIED FLOORING

FARF FLUID APPLIED RESILIENT FLOOR

FAS FASTEN, FASTENER

FBD FIBERBOARD

FBT FINISHED BLOWING TEMPERATURE

FD FLOOR DRAIN, FIRE DAMPER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FHMS FLATHEAD MACHINE SCREW

FHWS FLATHEAD WOOD SCREW

FIN FINISH(ED)

FLCO FLOOR CLEANOUT

FLR FLOOR(ING)

FLUR FLUORESCENT

FND FOUNDATION

FOC FACE OF CONCRETE

FOIC FURNISHED BY OWNER/INSTALLED BY

CONTRACTOR

FOIO FURNISHED BY OWNER/INSTALLED BY

OWNER

FOM FACE OF MASONRY

FP FIREPROOFING, FLASH POINT

FPHB FREEZE-PROOF HOSE BIB

FR FIRE RESISTIVE, FIRE RATED

FRM FRAME(D), (ING)

FS FULL SIZE

FSS FINISHED STRUCTURAL SLAB

FT FOOT

FTG FOOTING

FTS FINISHED TOPPING SLAB

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR OR GYPSUM BOARD

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS, GLAZING

GLS GLASS RESIN WALL SURFACING

GP GYPSUM

HB HOSE BIB

HBD HARDBOARD

HC HOLLOW CORE

HD HEAVY DUTY

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AIR CONDITIONING

HWD HARDWOOD

HWH HOT WATER HEATER

ID INSIDE DIAMETER, IDENTIFICATION

IN INCH

INCIN INCINERATOR

INCL INCLUDE(D), ION)

INT INTERIOR

INV INVERT

JB JUNCTION BOX

JC JANITOR'S CLOSET

JT JOINT

KD KILN DRIED

KCP KEENE'S CEMENT PLASTER

KO KNOCKOUT

KP KICK PLATE

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LBS POUNDS

LH LEFT HAND

LL LIVE LOAD

LONGIT LONGITUDINAL

LP LOW POINT

LW LIGHTWEIGHT

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANIC(AL)

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MO# MODEL NUMBER

MOD MODULAR

MPH MILES PER HOUR

MS MACHINE SCREW

MTL METAL

MULL MULLION

MWP MEMBRANE WATERPROOFING

NAT NATURAL, NATURAL FINISH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER(S)

OD OUTSIDE DIAMETER

OF OVERFLOW

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPG OPENING

OPP OPPOSITE

OZ OUNCE(S)

P PAINT(ED)

PB PUSH BUTTON

PCF POUNDS PER CUBIC FOOT

PCP PUTTING COAT PLASTER

PERF PERFORATE(D)

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PNL PANEL

PP PUSH PLATE

PR PAIR

PREP PREPARE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PRESSURE TREATED

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWD PLYWOOD

QT QUARRY TILE

R RISE

RA RETURN AIR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCE(ING)

REQ REQUIRED

RET'G RETAINING

REV REVISION(S), REVISED

RH RIGHT HAD

RM ROOM

RO ROUGH OPENING

RSF RESILIENT SHEET FLOORING

SC SOLID CORE

SCHED SCHEDULE

SEC SECTION

SF SQUARE FEET (FOOT)

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SL SLEEVE

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STORM SEWER

S4S FINISHED 4 SIDES

SD STORM DRAIN

ST STEEL, STREET

ST ST STAINLESS STEEL

STD STANDARD

STR STRUCTURAL

SUPP SUPPLEMENT

SUPT SUPPORT

SUSP SUSPENDED

SV SHEET VINYL

T TREAD

TBM TOP BENCH MARK

T&G TONGUE AND GROOVE

TB TOWEL BAR

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERED

THK THICKNESS

TKBD TACKBOARD

TO TOP OF

TP TOP OF PAVING

TRANS TRANSVERSE

TS TOP OF SLAB

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VAT VINYL ASBESTOS TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W WIDTH, WIDE, WATER

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD, WOOD FINISH

WP WATERPROOF(ING)

WNS WAINSCOT

WR WATER RESISTANT

WS WATERSTOP

WW WINDOW WALL

WWC WOOD WALL COVERING

WWF WOVEN WIRE FABRIC

ABBREVIATIONS OF WORDS BELOW MAY BE FOUND IN THIS DRAWING SET:

GROUT (SECTION)

GRAVEL

EARTH

MASONRY (SECTION)

CONCRETE

RIGID INSULATION (SECTION)

BATT INSULATION (SECTION)

METAL (SECTION)

GWB IN SECTION (SECTION)

INTERMITTENT BLOCKING (SECTION)

CONTINOUS LUMBER (SECTION)

FINISH LUMBER (SECTION)

PLYWOOD (SECTION)

A

C

B DA000

A000

A000

SECTION ID

SHEET NUMBER

DETAIL ID

SHEET NUMBER

EXT. ELEVATION ID

SHEET NUMBER

INT. ELEVATION ID

SHEET NUMBER

XXXX

0'-0"

BUILDING ELEMENT

DISTANCE ABOVE GRADE

X WALL TYPE ID

WINDOW ID

DOOR ID

XXXXX

ROOM NUMBER

ROOM NAME

X-# FLOOR FINISH ID

X-# WALL FINISH ID

KEY NOTE ID

REVISION ID

MATERIAL SYMBOLS DRAWING SYMBOLS

LANDSCAPE

ASPHALT PAVING

CONCRETE / MASONRY PAVERS

LINE TYPES (UNLESS OTHERWISE NOTED)

DEMOLITION

(N) FRAMED WALL

(E) FRAMED WALL

(E) CONCRETE / MASONRY WALL

(N) CONCRETE / MASONRY WALL

PRE-MANUFACTURER TRUSS

JOIST / RAFTER

DOMESTIC WATER

E ELECTRICAL

NATURAL GAS / PROPANE

SANITARY SEWER

STORMWATER

ELECTRICAL - OVERHEAD

ELECTRICAL - UNDERGROUND

CW DOMESTIC WATER - COLD

HW DOMESTIC WATER - HOT

IV

A000

10'-6"

OCCUPANT LOAD

DISTANCE TO EXTERIOR EXIT

PATH OF EGRESS

1-HR RATING

2-HR RATING

3-HR RATING

4-HR RATING

EMERGENCY LIGHTING WITH BATTERY PACK

EXIT SIGN

SD SMOKE DETECTOR

FIRE ALARM BELL

2-HR RATED FIRE PARTITION w/ 20-MIN DOORS, MAINTAIN STC RATING OF 50

COMMON PATH OF EGRESS

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PROJECT #:

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FULL SIZE PRINT: 24 x 36

REVISIONS:

FLOOR PLAN

A

SCALE: 1/32" = 1'-0"

MAIN FLOOR PLAN1

N

SCALE: 1/32" = 1'-0"

LOWER LEVEL2

N

A210

AREA OF WORK

ENLARGED

AREA OF WORK

LOCATION OF ELECTRICAL PANEL

CONNECTED TO CHAIR LIFT

AutoCAD SHX Text T

AutoCAD SHX Text

OPEN BELOW

AutoCAD SHX Text

OPEN BELOW

AutoCAD SHX Text

OPEN BELOW

AutoCAD SHX Text

OPEN BELOW

AutoCAD SHX Text

OPEN BELOW

AutoCAD SHX Text

OPEN BELOW

AutoCAD SHX Text

REF

AutoCAD SHX Text

ICE

DOWN

DOWN

CS

CS FEA/S

CS A/S

(E) METAL HOOD

TO REMAIN

DOWN

DOWN

CS

CS FEA/S

CS A/S

4"

4"

4"

STEEL PLATE & POST

PER MANUFACTURER

1"

TYP

1" TY

P

8" A36 5x5 PLATE

16" Ø HOLE (TYP)

w/ SIMPSON

STRONG BOLT 21/4TYP

HANDRAIL BASE PLATE LIFT POST BASE PLATE

5"

5"

1" 3" 1"

BASE PLATE

7/

8"

8" SIMPSON

STRONG BOLT 2

1/

2"

SIMPSON STRONG BOLT 2

PER HANDRAIL DETAILS

C

C

C

C

CC

C

1 12" STD PIPE;

CENTERED ON

BASE PLATE

HANDRAIL BASE PLATE

T.O. SLAB

20'-7"

T.O. SLAB

0'-00"

T.O. SLAB

5'-11 1/2"

T.O. SLAB

16'-3"

4' -0

M

AX

2'-0"

MIN

CALL STATION

EXISTING CONCRETE STEPS

4' -0

M

AX

2'-0"

MIN

CALL STATION

6' -8

6' -8

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PROJECT INFORMATION:

PROJECT #:

DATE:

DRAWN BY:

CHECK BY:

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FULL SIZE PRINT: 24 x 36

REVISIONS:

PARTIAL

FLOOR PLAN

& INTERIOR

ELEVATIONS

A

SCALE: 1/4" = 1'-0"

EXISTING ENLARGED FLOOR PLAN1 N

SCALE: 1/4" = 1'-0"

NEW ENLARGED FLOOR PLAN2 N

REQUIRED SPECIAL INSPECTIONS (TABLE 1705.2)

VERIFICATION & INSPECTION CONTINUOUS PEDIODIC REFERENCED STANDARD

INSPECTION OF HIGH-STRENGTH BOLTING

PRETENSION & SLIP-CRITICAL JOINTS USING

TURN0OF0NUT WITHOUT MATCHMAKING OR

CALIBRATED WRENCH METHODS OF

INSTALLATION

X AISC 360, SECTION M2.5

GENERAL SPECIFICATIONS

MECHANICAL ANCHORS

1. INSTALL ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS & RECOMMENDATIONS.

2. INSTALL ACCORDING TO SPECIAL INSPECTION PROGRAM.

3. EXPANSION ANCHORS (CONCRETE):

A. ICC / ICBO APPROVED; CONFIRM w/ FF-S-325, GROUP II, TYPE 4, CLASS 1.

B. MATERIAL: CARBON STEEL, ZINC PLATED, HOT-DIPPED GALVANIZED ACCORDING TO ASTM A 153.

C. ACCEPTABLE ANCHORS: STRONG BOLT 2 BY SIMPSON STRONG TIE COMPANY, INC. OR APPROVED EQUAL.

4. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON & SHIFT HOLE LOCATION TO AVOID REINFORCEMENT.

PROVIDE MINIMUM 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEER IS LARGER, OF SOUND CONCRETE BETWEEN ANCHOR & ABANDONED HOLE. FILL ABANDON HOLE WITH NON-SHIRNK GROUT. IF ANCHOR MAY NOT BE SHIFTED AS NOTED ABOVE, CONTACT ENGINEER TO DETERMINE COURSE OF ACTION.

SPECIAL INSPECTIONS

1. AN INDEPENDENT TESTING AGENCY & SPECIAL INSPECTORS WILL BE RETAINED BY THE OWNER TO PERFORM THE

FOLLOWING TESTS AND INSPECTIONS. PROVIDE ACCESS & FURNISH SAMPLES TO THE AGENCY AS REQUIRED.

2. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEL ANY PORTION OF THE WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, & NECESSARY REPAIRS WILL BE MADE AT

CONTRACTOR'S EXPENSE.

ELECTRICAL

1. ELECTRICAL EQUIPMENT AND WIRING TO COMPLY w/ NEC ANSI / NFPA 70.

2. ELECTRICAL CONTRACTOR TO CONFIRM LOCATION & CAPACITY OF LOCAL POWER SUPPLY.

3. PROVIDE SINGLE-PHASE, DEDICATED CIRCUIT THROUGH A FUSED DISCONNECT. SIZE ACCORDING TO MANUFACTURER'S

SPECIFICATIONS.

4. LOCATE ELECTRICAL CONNECTION BOX PER MANUFACTURER'S RECOMMENDATION.

LIGHTING

1. CONTRACTOR TO ENSURE A MINIMUM OF 10 FOOT-CANDLES AT PLATFORM & LANDINGS DURING NORMAL HOURS OF

OPERATION; AND 1 FOOT-CANDLE FOR EMERGENCY LIGHTING.

EQUIPMENT

1. PLATFORM LIFTS REQUIRE STAIRS, FLOORS, & LANDINGS TO BE LEVEL, PLUMBING, & SQUARE; AND IN ACCORDANCE WITH

THE SITE-SPECIFRIC SHOP DRAWINGS.

2. CONTRACTOR TO ENSURE ALL MINIMUM & MAXIMUM CLEARANCE AS SPECIFIED BY MANUFACTURER ARE MET.

3. EQUIPMENT MUST INSTALLED BY A QUALIFIED TECHNICIAN IN COMPLIANCE w/ THE MANUFACTURER REQUIREMENTS.

4. EQUIPMENT INSTALLATION IS TO CONFIRM w/ STANDARDS SET BY THE CONTRACT DOCUMENTS. REPORT ANY

DISCREPANCIES TO OWNER'S REPRESENTATIVE AND/OR ARCHITECT.

CODE SUMMARY

GENERAL NOTES

1. EXISTING PATH OF TRAVEL AND OVERALL AREA IS NOT

EFFECTED BY THIS PROJECT.

2. THE EXISTING MEANS OF EGRESS WIDTH FOR

CORRIDOR HAS NOT CHANGED AND IS STILL IN

COMPLIANCE WITH CURRENT CODE. SEE SUMMARY

BELOW FOR MORE INFORMATION.

3. BUILDING IS NOT EQUIPPED WITH AN AUTOMATIC FIRE

SPRINKLER SYSTEM.

APPLICABLE CODES

ALL WORK TO COMPLY WITH CURRENT FEDERAL, STATE,

COUNTY, CITY BUILDING & ADA CODES & REGULATIONS.

CHAPTER 3 - USE & OCCUPANCY CLASSIFICATION

SECTION 305: E - EDUCATION

CHAPTER 6 - TYPES OF CONSTRUCTION

TYPE - VB

CHAPTER 10 - MEANS OF EGRESS

TABLE 1004.1.5: OCCUPANT LOAD

REMAINS UNCHANGED.

SECTION 1005.3.1: EGRESS WIDTH STAIRWAYS

REMAINS UNCHANGED.

TABLE 1020.2: MINIMUM CORRIDOR WIDTH

GROUP E w/ OCCUPANT LOAD 100 OR MORE = 72"

EXISTING CORRIDOR WIDTH = 138"

CHAPTER 11 - ACCESSIBILITY

THIS INSTALLATION IS TO COMPLY WITH THE AMERICANS

WITH DISABILITIES ACT AND THIS CHAPTER OF THE 2019

OSSC.

KEY NOTES

LOCATIONS OF ELECTRICAL PANELS. ELECTRICIAN TO

VERIFY PANELS HAVE CAPACITY FOR NEW CHAIR LIFT

EQUIPMENT.

REMOVE EXISTING HANDRAILS & PLATFORM AS

INDICATED BY DASHED LINES. PATCH WALL OR FLOOR

FOR LIKE NEW APPEARANCE.

INSTALL NEW THREE-STOP STRAIGHT INCLINED

PLATFORM LIFT w/ INTEGRATED HANDRAIL MOUNTED

TO MANUFACTURER'S SUPPORT POST. VERIFY POST

HEIGHT AND SPACING IN FIELD PER MANUFACTURER

REQUIREMENTS. ATTACH BASE PLATES TO CONCRETE

DECK w/ (3) 3 8" Ø SIMPSON STRPNGBOL2 w/ 2 12"

EFFECTIVE EMBEDDMENT. 6" DISTANCE FROM CENTER

OF BOLT TO CONCRETE EDGE IS REQUIRED. SUPPLY

WASHERS AS NEEDED.

EXISTING ANNUNCIATOR AND STROBE DEVICE &

SIGNAGE TO REMAIN. RECONNECT TO PLATFORM LIFT.

ENSURE PROPER WORKING ORDER.

SHEET NOTES

A. REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO

ORDERING AND / OR INSTALLATION.

B. 3rd PARTY SPECIAL INSPECTION IS REQUIRED FOR POST

INSTALLED ANCHORS. REFERENCE ESR 3037.

C. PIPE A53 GRADE B; FY = 35 KSI

D. PLATES A36; FY = 36 KSI

E. WELDS SHALL UTILIZE FEXX 70 KSI ELECTRODES.

F. SHOP WELDS SHALL BE DONE AT A WELD SHOP

CERTIFIED PER AWS D1.1 STANDARDS. IF SHOP

CERTIFICATION CANNOT BE PROVIDED, WELDS MUST BE

3rd PARTY SPECIALLY INSPECTED. ALL FIELD WELDING SHALL BE 3rd PARTY SPECIALLT INSPECTED PER AWS

D1.1 STANDARDS.

SPECIAL INSPECTION IS REQUIRED, PER GENERAL SPECIFICATIONS ABOVE.

SCALE: 3" = 1'-0"

BASE PLATE DETAIL4

SCALE: 1/4" = 1'-0"

INTERIOR ELEVATION - CHAIR LIFT3

A210

2 TYP

2 TYP

4 TYP

4 TYP

4 TYP

4 TYP