WESD Drawings 2.20.23 FULL SET.pdf

PDF 18 MB Posted Feb 21, 2023

Attached to: Willamette ESD Yamhill Center Remodel
Solicitation number: S-P27003-00005880
Issued by: Washington County, Mcminnville City, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

The document provided is a set of drawings titled "WESD Drawings 2.20.23 FULL SET" related to the Willamette ESD Yamhill Center Remodel project in Yamhill County and the City of McMinnville, Oregon. The project involves a non-mandatory Subcontractor Open House to be held on March 2, 2023 and March 9, 2023 at the Yamhill Center located at 2045 SW Highway 18, Ste. 100, McMinnville, OR 97128.

The document does not provide any additional details about the scope of work, item quantities, response dates, due dates, award dates, or the term of the contract. There is also no information included about pricing terms, set asides, incumbents, funding requirements and sources, or other salient details.

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Other files

File	Type	Posted
WESD - Yamhill Center Addendum 1 02.27.23.pdf	PDF	Feb 21, 2023
7250_RFP_Rent Comparability Study Reviews_final~1.pdf	PDF	Feb 21, 2023
WESD Specifications 02.21.23.pdf	PDF	Feb 21, 2023
WESD - Yamhill Center - Addendum 2 - 03.10.23.pdf	PDF	Feb 21, 2023

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PROJECT DIRECTORY INDEX OF DRAWINGSSYMBOLS / LEGEND

WILLAMETTE EDUCATION SERVICE DISTRICT

YAMHILL CENTER REMODEL

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXP B EXPANSION BOLT

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHWS FLATHEAD WOOD SCREW

FIN FINISH, FINISHED

FIN FLR FINISHED FLOOR

FL FLOOR

FLASH FLASHING

FTG FOOTING

FOS FACE OF STUD

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GL GLASS

GLB GLU-LAM BEAM

GYP BD GYPSUM BOARD

HB HOSE BIBB

HCP HANDICAP

HDR HEADER

HDW HARDWARE

HC HOLLOW CORE

HORIZ HORIZONTAL

HS HOLLOW STEEL,

HIGH STRENGTH

HT HEIGHT

HVAC HEATING VENTILATING

AIR CONDITIONING

HW HOT WATER

AB ANCHOR BOLT

ACST ACOUSTIC

ADJ ADJUSTABLE, ADJUST

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATELY

ASPH ASPHALT

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK, BEAM

BOT BOTTOM

BUR BUILT-UP ROOFING

CAB CABINET

CB CATCH BASIN, CORNER BEAD

CG CORNER GUARD

CHBD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACTOR

CNTR COUNTER

CRS COURSE, COURSES

CSK COUNTERSINK, COUNTERSUNK

CW COLD WATER

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DIV DIVIDE, DIVIDED, DIVISION

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

ABBREVIATIONS

PAF POWDER ACTUATED

FASTENER

PBD PARTICLE BOARD

PL PROPERTY LINE, PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PRKG PARKING

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PT POINT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QUAL QUALITY

R RADIUS, RISER

RC RESILIENT CHANNEL

RD ROOF DRAIN

RECEP RECEPTACLE

REF REFERENCE, REFRIGERATOR

REINF REINFORCE,

REINFORCEMENT

REQD REQUIRED

REV REVISION, REVISED

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SC SOLID CORE

SCR SCREW

SD SOAP DISPENSER,

SMOKE DETECTOR,

STORM DRAIN

SF SQUARE FOOT

SHTHG SHEATHING

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION, SPECIFIED

SPKR S PEAKER

SQ SQUARE

SSK SERVICE SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURE, STRUCTURAL

SUSP SUSPENDED

(REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL ABBREVIATIONS)

METAL

PLYWOOD

CONCRETE

MASONRY UNITS

FINISH WOOD

DIMENSION WOOD

CERAMIC TILE

ACOUSTICAL TILE

GYPSUM WALLBOARD

RIGID INSULATION

LOOSE, BATT INSUL

GLASS

GRANULAR FILL

PLASTER, GROUT

BRICK

CONCRETE

EARTH

GENERAL

MATERIAL

G-001 TITLE SHEET

AC WALL TAG

STRUCTURAL

CODE SUMMARY

T TEMPERED, TREAD

TEL TELEPHONE

T&G TONGUE & GROOVE

THK THICK, THICKNESS, THICKENED

TOC TOP OF CURB

TPD TOILET PAPER DISPENSER

TYP TYPICAL

ULMT UNDERLAYMENT

UON UNLESS OTHERWISE NOTED

UR URINAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VNR VENEER

VTR VENT THROUGH ROOF

WAINS WAINSCOT

W WEST, WIDE, WIDTH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER

W/O WITHOUT

WP WATERPROOFING

WRB WEATHER RESISTIVE BARRIER

WT WEIGHT

WWF WELDED WIRE FABRIC

REFERENCE

DETAIL CUT BUBBLE

DETAIL NUMBER

DOOR MARK

NEW DOOR &

ITEM TO BE REMOVED

VIEW OF ELEVATION

INTERIOR ELEVATION

SHEET NO. WHERE DRAWN

SECTION CUT SYMBOL

VIEW OF SECTION

REVISION TAG &

REVISION CLOUD

SHEET NO. WHERE DRAWN

REMAIN

REMOVED

EXISTING DOOR TO

EXISTING DOOR TO BE

NAME

# ROOM NAME SYMBOL

ROOM FINISH SYMBOL

1 KEY NOTE SYMBOL

WINDOW MARK

FE FIRE EXTINGUISHER

NEW WOOD STUD WALL

NEW CMU WALL

EXISTING WALL TO REMAIN

NEW PARTIAL HEIGHT WALL

HB HOSE BIBB FEC FIRE EXTINGUISHER

CABINET

S-001

SD-101

S-101 S-201 S-501 S-801

CONSTRUCTION TYPE = V-B

T.I. = FULLY FIRE SPRINKLERED

= FULL FIRE ALARM

PLANNING ZONE =C-3

GOVERNING BUILDING CODE: OSSC 2019 (IBC 2018)

OCCUPANCY GROUP = E

THIS PROJECT IS COMPRISED OF THE INTERIOR REMODEL OF A PORTION OF THE BUILDING FOR NEW

CLASSROOM AND OFFICE SPACES, RESTROOMS AND SUPPORT SPACES.

ZONING CODE:

BUILDING CODE:

A-101 A-102 A-103 A-104 A-201 A-401 A-501 A-502 A-701

FLOOR PLAN - DEMOLITION

FLOOR PLAN

REFLECTED CEILING PLAN - DEMOLITION

REFLECTED CEILING PLAN

WINDOW SCHEDULE AND ELEVATIONS

LARGE SCALE PLANS AND ELEVATIONS

DETAILS

FINISH PLAN

ARCHITECTURAL

WESD

2611 PRINGLE RD SE

SALEM, OREGON 97302

PHONE: (503) 588-5330

MSC ENGINEERS, INC.

3470 PIPEBEND PLACE NE, SUITE 120

SALEM, OREGON 97301

PHONE: (503) 399-1399

CARLSON VEIT JUNGE ARCHITECTS PC

3095 RIVER ROAD NORTH

SALEM, OREGON 97303

PHONE: (503) 390-0281

OWNER

ARCHITECT

STRUCTURAL ENGINEER

RACI ENGINEERING

38515 PIT ROAD

PHILOMATH, OREGON 97370

PHONE: (541) 929-4222

MECHANICAL ENGINEER

LANDIS CONSULTING

6446 FAIRWAY AVENUE SE, SUITE 220

SALEM, OREGON 97306

PHONE: (503) 584-1576

ELECTRICAL ENGINEER

WESTECH ENGINEERING

3841 FAIRVIEW INDUSTRIAL DRIVE SE

SALEM, OREGON 97302

PHONE: (503) 585-2474

CIVIL ENGINEER

ELECTRICAL

E-001 E-002 E-003 E-004

ED-101

ED-102

E-201 E-301 E-401 E-501 E-601 E-602

ELECTRICAL ABBREVIATIONS & SYMBOL LEGEND

ELECTRICAL DETAILS

ELECTRICAL SCHEDULES

POWER DISTRIBUTION ONE-LINE DIAGRAM

ELECTRICAL DEMOLITION FLOOR PLAN

ELECTRICAL DEMOLITION RCP

LIGHTING PLAN

POWER PLAN

LOW VOLTAGE PLAN

FIRE ALARM & SECURITY PLAN

PANEL SCHEDULES

MECHANICAL

MP-001

MP-002

P-101 P-102 P-201 P-202 P-501 M-101 M-201 M-202 M-501 M-601 M-701

COVER SHEET

MECHANICAL AND PLUMBING SYMBOLS,

ABBREVIATIONS, LEGEND, DETAILS, AND

SCHEDULES

WATER PLUMBING DEMOLITION PLAN

WASTE AND VENT PLUMBING DEMOLITION PLAN

PLUMBING REMODEL PLAN

WASTE AND VENT PLUMBING REMODEL PLAN

PLUMBING DETAILS AND SCHEDULES

MECHANICAL DEMOLITION PLAN

MECHANICAL PLAN

MECHANICAL REMODEL ROOF PLAN

MECHANICAL DETAILS, VRF, SCHEMATIC DIAGRAM

MECHANICAL SCHEDULES

MECHANICAL CONTROLS

GENERAL NOTES

EXISTING FLOOR / DEMOLITION PLAN

SEISMIC UPGRADE PLAN @ FOUNDATION

SEISMIC UPGRADE PLAN @ ROOF FRAMING

FOUNDATION DETAILS

ROOF FRAMING DETAILS

EXISTING SHEAR WALL

LOCATION

INSUL INSULATE, INSULATED,

INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

J-BOX JUNCTION BOX

JST JOIST

JT JOINT

KD KNOCKED DOWN

LAM LAMINATE

LAV LAVATORY

LS LANDSCAPING

LT LIGHT

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MT MOUNT

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NUMBER

NTS NOT TO SCALE

OA OVERALL OUTSIDE AIR

OBS OBSCURE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED-

CONTRACTOR INSTALLED

OH OVERHEAD

OPG OPENING

OFOI OWNER FURNISHED-

OWNER INSTALLED

OPP OPPOSITE

DIAMETER, ROUND

PERPENDICULAR

PLATE, PROPERTY LINE

SYMBOLS USED AS ABBREVIATIONS

CENTERLINELC

CHANNEL

PENNY

ANGLE

MEANS OF EGRESS

EXITS REQUIRED: = 3

EXITS PROVIDED: = 8

EXIT WIDTH REQUIRED: 0.2 x 547 = = 109.4 IN

EXIT WIDTH PROVIDED: 8 EXITS = 396 IN

NO CHANGE IN BUILDING AREA = 30079 SF

OCCUPANT LOADS:

BUSINESS AREAS: 6384 SF/150 = 43 OCC

CLASSROOMS: 5692 SF/20 = 285 OCC

UNCONCENTRATED: 2729 SF/15 = 182 OCC

INDOOR PLAY AREA: 1347 SF/50 = 27 OCC

STORAGE: 1961 SF/300 = 7 OCC

KITCHEN: 529 SF/200 = 3 OCC

TOTAL OCCUPANTS = 547 OCC

PLUMBING FIXTURE REQUIREMENTS (EDUCATION)

OCCUPANCY GROUP E:

WATER CLOSETS REQUIRED (547 OCC /50): = 11

WATER CLOSETS PROVIDED: = 23

LAVATORIES REQUIRED (547 OCC /50): = 11

LAVATORIES REQUIRED: = 16

DRINKING FOUNTAINS REQUIRED: = 1 HIGH-LOW

DRINKING FOUNTAINS PROVIDED: = 3 HIGH-LOW

W D

OFFICE

OPEN OFFICE

OFFICE

COATS

STORAGE

MECH

OFFICE

HALL

SENSORY

HALL

OFFICE

STAFF LOUNGE

HALL

OFFICE

CONFERENCE

OFFICE

HALL

OFFICE

WORKROOM

OFFICE

VESTIBULE

OFFICE

HALL

KITCHEN

FOOD STORAGE

MEN

WOMEN

HALL

STORAGE

MEETING

COFFEE

STORAGE

HALL

VESTIBULE

GALLERY

EQUIP STOR

106 SERVER

CLASSROOM

WOMEN

MEN

HALL

CLASSROOM 1

CLASSROOM 2

CLASSROOM 3

STORAGE

IT OFFICE

RESET

STORAGE

HALL

COATS

HALL

COACH OFFICE

CAFETERIA

MULTI-PURPOSE

STORAGE

OFFICE

196 OFFICE

OFFICE

JANITOR

199 OFFICE

OFFICE

HALL

CLEAR / MEETING

CLASSROOM 4

CLASSROOM 5

RESET

HALL

STORAGE

CLASSROOM 6

HALL

EXIST RR

ELEC

OFFICE

109 WORKROOM

AUD STOR

111A

AUDIOLOGY

STORAGE

109A

STORAGE

HALL

RESET

FIRE

LOBBY

FEC

EXIT

EXIT EXIT

EXIT

EXISTING TO

REMAIN

sheet:

of:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

02-20-23 03022 G-001-03022

TITLE SHEET

G-001

E D

U C

N S

C E

M H

O D

W H

M C

E, O

EGRESS PLAN

1" = 20'-0"

PROJECT AREA

VICINITY MAP

NTS

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OPEN

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

SALEM, OREGON

AutoCAD SHX Text

ANGELA M. FLORES

AutoCAD SHX Text I

AutoCAD SHX Text G

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MSC ENGINEERS INC.

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221131

CEM

DSM

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3470 P ipeb end Place

Suite 120 Salem

, OR

97301

503.39 9.1399 msc eng inee rsinc.co m

02-20-23

DIGITALLY SIGNED

GENERAL NOTES

S-001

GENERAL NOTES

GENERAL REQUIREMENTS:

A. IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND

NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO COMPLETE CONSTRUCTION.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO PROCEEDING WITH

CONSTRUCTION. ALL DISCREPANCIES SHALL BE APPROVED BY THE ARCHITECT OR ENGINEER OF

RECORD.

D. CONTRACTOR SHALL VERIFY ALL REQUIRED PENETRATIONS ON ARCHITECTURAL, MECHANICAL AND

ELECTRICAL PLANS. ALL DIMENSIONS SHALL BE FIELD VERIFIED AS EARLY AS POSSIBLE.

E. CONTRACTOR SHALL THOROUGHLY REVIEW AND REDLINE ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER AND ARCHITECT. SUBMIT SHOP DRAWINGS IN A TIMELY FASHION TO ALLOW 10 BUSINESS DAYS FOR REVIEW BY DESIGN TEAM. ALL MODIFICATIONS OR COMMENTS MADE DURING REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS OR

SPECIFICATIONS.

STRUCTURAL STEEL:

A. ALL STRUCTURAL STEEL WIDE FLANGE MEMBERS SHALL CONFORM TO STRUCTURAL STEEL DESIGNATION ASTM A992. ALL STEEL PLATES IN THE SPECIAL MOMENT-RESISTANT FRAMES SHALL CONFORM TO STRUCTURAL STEEL DESIGNATION ASTM A572 (50ksi). ALL OTHER STRUCTURAL STEEL PLATES, ANGLES

AND MISC. SHAPES SHALL CONFORM TO STRUCTURAL STEEL DESIGNATION ASTM A36.

B. ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B DESIGNATION HAVING A MINIMUM YIELD STRENGTH OF 46,000 psi FOR RECTANGULAR SHAPES AND HAVING A MINIMUM YIELD STRENGTH OF 42,000 psi FOR ROUND SHAPES.

C. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

D. FABRICATION AND ERECTION SHALL CONFORM TO THE SPECIFICATIONS SET FORTH IN AISC 360-10

"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS," 2010, AND AISC 303-10 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," 2010, AND THE "STANDARD CODE FOR ARC AND GAS

WELDING IN BUILDING CONSTRUCTION."

E. HIGH STRENGTH BOLTS SHALL BE ASTM A325-N, BEARING-TYPE CONNECTION DESIGNED WITH THREADS INCLUDED IN THE SHEAR PLANE. HIGH STRENGTH BOLTS ARE NOT 'SLIP CRITICAL,' AND THEREFORE

SHALL BE 'SNUG TIGHT.'

F. ALL OTHER BOLTS NOT DESIGNATED AS HIGH STRENGTH SHALL BE ASTM A307, GRADE A.

G. GALVANIZE ALL EXTERIOR BOLTS IN ACCORDANCE WITH ASTM A153.

H. LOCK NUTS SHALL BE 1F1 100, GRADE B PREVAILING TORQUE TYPE.

I. PLAIN HARDENED WASHERS SHALL BE ASTM F436.

J. BEVELED WASHERS SHALL BE ANSI B18.23.1.

K. WELDING SHALL CONFORM TO AWS D1.1-04 "STRUCTURAL WELDING CODE - STEEL." WELDING FILLER

METAL SHALL BE AWS A5.1 OR A5.5 E70XX ELECTRODES OR AWS A5.18 ER70S-X. ALL WELDING SHALL BE PERFORMED BY WELDERS AWS CERTIFIED WITHIN THE PAST 2 YEARS FOR THE TYPE OF WELDING PERFORMED. WELDER SHALL PRESENT EVIDENCE OF QUALIFICATION WITHIN THE PAST TWO YEARS.

WELD ELECTRODE E70T-4 IS PROHIBITED.

L. WELDING OF JOINTS AND SPLICES OF SPECIAL MOMENT RESISTANT FRAMES SHALL BE IN ACCORDANCE

WITH WELDING PROCEDURE SPECIFICATION AS REQUIRED IN AWS D1.1 AND APPROVED BY THE

ENGINEER OF RECORD. ALL WELDS SHALL BE MADE WITH FILLER MATERIAL THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT -20° F AS DETERMINED BY AWS CLASSIFICATION AND 40 FT-LB AT 70° F. WELD ELECTRODE E70T-4 IS PROHIBITED. ALL WELDING SHALL BE PERFORMED BY WELDERS AWS CERTIFIED WITHIN THE PAST 2 YEARS FOR THE TYPE OF WELDING PERFORMED. WELDER

SHALL PRESENT EVIDENCE OF QUALIFICATION WITHIN THE PAST 2 YEARS.

M. AFTER FABRICATION, BUT BEFORE INSTALLATION, REMOVE RUST SCALE, GREASE AND OIL BY WIRE

BRUSHING AND CHEMICAL TREATMENT.

N. SHOP PRIME STEEL ITEMS WITH ONE HEAVY COAT OF RUST INHIBITING METAL PRIMER, UNLESS STEEL

IS TO BE GALVANIZED.

O. GALVANIZING COAT ALL EXPOSED METAL PER ASTM A123, G60.

STRUCTURAL WOOD:

A. ALL STRUCTURAL WOOD MEMBERS SHALL BE COAST REGION DOUGLAS FIR NO.2 OR BETTER GRADE AS NOTED IN NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS, UNLESS NOTED OTHERWISE. ALL POSTS SHALL BE DOUGLAS FIR #1 OR BETTER.

B. ALL STUDS TO BE DOUGLAS FIR #2 OR BETTER AS NOTED IN NATIONAL DESIGN SPECIFICATIONS FOR

STRESS GRADE LUMBER.

C. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL BOLTS, AND PLATES AS REQUIRED TO COMPLETE

THE JOB.

D. WASHERS SHALL BE USED UNDER ALL BOLT HEADS AND NUTS BEARING ON WOOD.

E. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED.

F. UNLESS NOTED OTHERWISE HEADERS ARE TO BE 4X8 DF/L #2 OR BETTER.

G. ALL NAILING NOT SHOWN SHALL BE AS CALLED FOR IN OSSC TABLE 2304.10.1 FASTENING SCHEDULE.

H. ALL NAILING INTO TREATED LUMBER SHALL BE GALVANIZED.

I. LAMINATING 2X BENDING MEMBERS (BEAMS):

-MINIMUM OF 3 ROWS 10D (0.148"X3") NAILS @ 12" O.C.

-IF USING 16D COMMON NAILS, THE NUMBER OF NAILING ROWS MAY BE DECREASED BY ONE.

-SIDE LOADED BEAMS SHALL BE CONNECTED WITH SIMPSON SDS SCREWS

IN TWO ROWS WITH SPACING 16" O.C.

J. LAMINATING 2X COMPRESSION MEMBERS (COLUMNS):

-(2) 2X6 LAMINATIONS: (2) ROWS OF 10D COMMON NAILS @ 6" O.C.

-(3) 2X6 LAMINATIONS: (2) ROWS OF 30D COMMON NAILS @ 8" O.C.

SHEAR WALL SCHEDULE NOTES:

A. CONTRACTOR SHALL INSTALL SHEAR TRANSFER CONNECTIONS FROM DIAPHRAGM TO SHEARWALLS IN

ACCORDANCE TO DETAILS ATTACHED HEREIN.

B. THE ALLOWABLE SHEAR VALUES ARE APPLICABLE TO STUDS OF SPECIES GROUP II (DOUGLAS-FIR, SOUTHERN PINE).

C. USE SIMPSON A35 ANGLE TO ATTACH BLOCKING TO TOP PLATE AT FLOOR LINE. AT ROOF LINE USE

SIMPSON H-1 CLIPS @ EA. TRUSS (U.N.O.).

D. BLOCK ALL PANEL EDGES U.N.O.

E. ALL NAILS REFERENCED ARE COMMON NAILS (I.E. 6D=0.113", 8D=0.131", 10D=0.148", 12D=0.148" AND

16D=0.162"), UNLESS REFERENCED OTHERWISE. VALUES OF OTHER STANDARD CONSTRUCTION

FASTENERS WILL REQUIRE SPACING ADJUSTMENTS AND MUST BE APPROVED BY THE

ENGINEER-OF-RECORD.

F. DO NOT PENETRATE SURFACE PLY OF SHEATHING WITH HEAD OF FASTENER.

G. USE HOT DIPPED GALVANIZED NAILS AT ALL EXTERIOR APPLICATIONS.

H. A.B. - ANCHOR BOLTS

I. WHERE PANELS ARE APPLIED ON BOTH SIDES OF THE WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON

EITHER SIDE, PANEL EDGES SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING

SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EITHER SIDE SHALL BE STAGGERED.

J. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE 8D NAILS ARE SPACED 2" OR LESS O.C., OR WHERE 10D NAILS HAVING PENETRATION

INTO FRAMING OF MORE THAN 15

8" ARE SPACED 3" OR LESS O.C.

K. MINIMUM NAIL PENETRATIONS: 6D=114", 8D=11

2", AND 10D=15

8".

L. NAILS FOR GYPSUM WALLBOARD CAN BE COOLER OR WALLBOARD NAILS.

M. C-D, C-C SHEATHING, PLYWOOD PANEL SIDING, AND OTHER GRADES COVERED IN APA PLYWOOD DESIGN

SPECIFICATION.

N. SHEATHING FACE GRAIN CAN BE APPLIED PERPENDICULAR OR PARALLEL TO WALL STUDS, PROVIDED

STUDS ARE SPACED A MAXIMUM OF 16" O.C.

O. NOT ALL WALL TYPES SHOWN MAY BE USED ON PROJECT.

STRUCTURAL INSPECTION AND TESTING:

A. CONTRACTOR SHALL PROVIDE WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL

AND OWNER PRIOR TO COMMENCEMENT OF WORK AS REQUIRED BY OSSC SECTION 1704.2.3.

B. ALL CONSTRUCTION SHALL BE INSPECTED IN CONFORMANCE WITH THE OREGON STRUCTURAL

SPECIALTY CODE.

C. ALL ITEMS NOTED AS REQUIRING SPECIAL INSPECTION PER THE OREGON STRUCTURAL SPECIALTY CODE IN ACCORDANCE WITH SECTION 1705, SHALL BE PERFORMED BY A QUALIFIED PERSON WHO CAN DEMONSTRATE COMPETENCE FOR THE PARTICULAR TYPE OF CONSTRUCTION BEING INSPECTED. THE SPECIAL INSPECTIONS SHALL BE PERFORMED IN ADDITION TO THE INSPECTIONS REQUIRED BY THE OREGON STRUCTURAL SPECIALTY CODE, THE PLANS AND SPECIFICATIONS, THE ARCHITECT OF RECORD, AND THE BUILDING OFFICIALS.

DESIGN LOADS (ELECTIVE LATERAL UPGRADE) :

A. ROOF LOADS:

DEAD LOAD = 17 psf SNOW LOAD = 25 psf (ORIGINAL)

B. FLOOR LOADS:

DEAD LOAD = 40 psf (2" CONCRETE TOPPING) LIVE LOAD = 100 psf

C. WIND DESIGN DATA:

ULTIMATE WIND SPEED = 102 mph

EXPOSURE = "B"

RISK CATEGORY III

MWFRS - DIRECTIONAL PROCEDURE: (ASCE 7-16 CH. 27)

Kd = 0.85 G = 0.85 Kzt = 1.0

D. SEISMIC DESIGN DATA:

SS = 0.921 S1 = 0.462

SITE CLASS = D

SDS = 0.798 SD1 = 0.701

SEISMIC DESIGN CATEGORY D

BASIC SEISMIC FORCE RESISTING SYSTEM:

- PLYWOOD SHEARWALLS / BLDG FRAME R = 7.0

EQUIVALENT LATERAL FORCE ANALYSIS

RISK CATEGORY = III

E. IMPORTANCE FACTORS:

SNOW (Is) = 1.15 SEISMIC (Ie) = 1.25

1. THE ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH OSSC SECTION 1705 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL

SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING

SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE

TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS

DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY

MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT. ALL DISCREPANCIES SHALL BE BROUGHT TO

THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO

THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR

SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL

INSPECTION WAS TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE

APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED

COMPONENTS.

2. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR

PER OSSC SECTION 1704.2.5.1.

3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL

TIMES OBSERVING THE WORK REQUIRING THE SPECIAL INSPECTION. PERIODIC SPECIAL

INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT TIME INTERVALS

NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE.

4. POST INSTALLED ANCHORS REQUIRE PERIODIC INSPECTION (OSSC TABLE 1705.3) UNLESS A MORE

STRINGENT REQUIREMENT IS IMPOSED BY THE INDIVIDUAL ANCHOR'S RESEARCH REPORT.

D. OWNER OR OWNERS REPRESENTATIVE TO RETAIN AN APPROVED SPECIAL INSPECTOR TO OBSERVE AND

APPROVE ALL REQUIRED SPECIAL INSPECTION ITEMS.

E. SPECIAL INSPECTION REPORTS TO BE PROVIDED TO THE BUILDING OFFICIAL & DESIGN PROFESSIONALS

IN A TIMELY MANNER AND IN ACCORDANCE WITH OSSC SECTION 1704.2.4.

DESCRIPTION OF WORK

IBC SECTION 1704

INSPECTION FREQUENCY

CONTINUOUS3 PERIODIC3 COMMENTS

POST INSTALLED ANCHORS (1705.1.1 & TABLE 1705.3 (4))

ADHESIVE ANCHOR INSTALLATION

MECHANICAL ANCHOR INSTALLATION

REQUIRED SPECIAL INSPECTIONS

X X

ACCEPTABLE POST INSTALLED ANCHOR PRODUCTS:

A. THE FOLLOWING ANCHOR PRODUCTS HAVE BEEN APPROVED BY THE ICC FOR USE IN CRACKED

CONCRETE. THIS LIST IS PROVIDED FOR THE CONTRACTOR TO USE AS A RESOURCE FOR

ALTERNATE MANUFACTURERS AND ANCHOR TYPES. IF AN ALTERNATE IS DESIRED FROM THIS LIST, THE CONTRACTOR IS TO NOTIFY THE E.O.R. SO THAT PROPER SIZE AND EMBEDMENT MAY BE

SPECIFIED.

B. LISTED ANCHORS MAY NOT BE AN EQUIVALENT TO THOSE SPECIFIED IN THE PLANS.

ADHESIVE ANCHORS:

· HILTI HIT-HY 200

· HILTI HIT-RE 500-V3 EPOXY

· SIMPSON SET-3G EPOXY

· SIMPSON AT-XP ACRYLIC

· DEWALT AC200+ ACRYLIC

· DEWALT / POWERS PURE 110+ EPOXY

· ITW RED HEAD EPCON G5 EPOXY

· ITW RED HEAD EPCON S7 EPOXY

SCREW ANCHORS:

· HILTI KWIK HUS-EZ (KH-EZ) SCREW ANCHOR

· SIMPSON TITEN HD SCREW ANCHOR

· DEWALT SCREW-BOLT + SCREW ANCHOR

REF. NOTE 8

CODES AND STANDARDS:

A. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 OREGON

STRUCTURAL SPECIALTY CODE AND 2018 EDITION INTERNATIONAL BUILDING CODE INCLUDING

REFERENCE STANDARDS LISTED BELOW:

· AMERICAN NATIONAL STANDARDS INSTITUTE/AMERICAN SOCIETY OF CIVIL ENGINEERS -

(ANSI/ASCE 7-16)

· AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 15TH EDITION)

· SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS (AISI -

S100-16/S202-15)

· AMERICAN WELDING SOCIETY STANDARDS FOR WELDING AS MODIFIED BY AISC SPEC. (AWS D1.1 -

2015, AWS D1.4 - 2011)

· AMERICAN CONCRETE INSTITUTE (ACI 301 - 2016, ACI 318 - 2014)

· MASONRY STANDARDS JOINT COMMITTEE (MSJC/TMS 402 - 2016)

· NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS - 2018)

· AMERICAN NATIONAL STANDARDS INSTITUTE/TRUSS PLATE INSTITUTE (ANSI/TPI 1-2014)

· STEEL JOIST INSTITUTE (S.J.I.) CJ-15, JG-15, K-15, LH/DLH-15

PLYWOOD:

A. WALL SHEATHING:

16" OSB WALL SHEATHING APA RATED 24/0 EXPOSURE 1. LAY HORIZONTAL AND BLOCK ALL

EDGES. ATTACH WITH 8D GALVANIZED COMMON NAILS 6" O.C. EDGES & 12" O.C. FIELD, UNLESS

NOTED OTHERWISE IN SHEARWALL SCHEDULE.

B. FLOOR SHEATHING:

3 4" T&G PLYWOOD FLOOR SHEATHING APA RATED 48/24 EXTERIOR GLUE CD-X W/ 10D COMMON

NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD, UNLESS NOTED OTHERWISE ON PLANS. LAY

PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS.

C. ROOF SHEATHING:

4" PLYWOOD ROOF SHEATHING APA RATED 48/24 EXTERIOR GLUE EXPOSURE 1. W/ 10D

GALVANIZED COMMON NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD, UNLESS NOTED OTHERWISE ON PLANS. LAY PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS. (BLOCK AS REQUIRED ON

PLAN)

HOLDOWN SCHEDULE

SIMPSON HTT4 HOLDOWN PER DETAIL. SEE SHEET S-501

WALL

TYPE

STRUCTURAL PANEL

SHEATHING

EDGE

NAILING

FIELD

NAILING

VALUE (plf)

SEISMIC

SHEAR

VALUE (plf)

WIND

SHEAR

A 260 325

SILL PLATE

CONN. (A.B.)

16" OSB 1

4"∅ x4" TITEN

@ 32" OC

SHEAR WALL SCHEDULE1,2,3,4,6,7,8,9

(NOT ALL WALL TYPES SHOWN MAY BE USED ON PROJECT)

8d NAILS @ 6" O.C. 8d NAILS @ 12" O.C.

NOTES:

1. BLOCK ALL EDGES OF SHEATHING. U.O.N.

2. DO NOT BREAK SHEATHING SKIN BY OVER DRIVING NAILS.

3. PRE-DRILL AS REQUIRED TO AVOID SPLITTING SILLS, ETC.

4. NAILS SHOULD BE LOCATED 38" CLEAR OF PANEL EDGES.

5. USE SIMPSON A35 CLIPS TO ATTACH BLOCKING OR GABLE TO TOP PLATE AT FLOOR LINE. AT ROOF LINE USE

SIMPSON H1 CLIPS AT EACH TRUSS (U.O.N.)

6. VALUES OF OTHER STANDARD CONSTRUCTION FASTENERS WILL REQUIRE SPACING ADJUSTMENTS AND MUST BE

APPROVED BY THE ENGINEER-OF-RECORD.

7. USE HOT DIPPED GALVANIZED NAILS AT ALL EXTERIOR APPLICATIONS.

8. C-D, C-C SHEATHING, PLYWOOD PANEL SIDING, AND OTHER GRADES COVERED IN APA PLYWOOD DESIGN

SPECIFICATION.

9. SHEATHING FACE GRAIN CAN BE APPLIED PERPENDICULAR OR PARALLEL TO WALL STUDS, PROVIDED STUDS ARE

SPACED A MAXIMUM OF 16" OC.

10. 3"x3"x14" WASHER REQUIRED AT EACH A.B. PLACE WITHIN 12" OF STRUCTURAL PANEL SHEATHING.

N/A

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MEN

WOMEN

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EQUIP STOR

106 SERVER

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WOMEN

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CLASSROOM 2

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RESET

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CAFETERIA

MULTI-PURPOSE

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199 OFFICE

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CLASSROOM 4

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EXIST RR

ELEC

OFFICE

109 WORKROOM

AUD STOR

111A

AUDIOLOGY

STORAGE

109A

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HALL

RESET

FIRE

LOBBY

STAFF LOUNGE

HALL

EXISTING FLOOR / DEMOLITION PLAN

1/8" = 1'-0"

DEMO (E)

SHEARWALL

PER ARCH.

DEMO (E)

SHEARWALL

PER ARCH.

DEMO (E)

SHEARWALL

PER ARCH.

DEMO (E)

SHEARWALL

PER ARCH.

(E)

5x 5x 1 4

(E)

4x 4x

1 4

(E)

4x 4x 3 16

(E)

4x 4x 3 16

(E) TS 4x4x 1 4 (E)

4x 1 4

(E)

4x 4x 3 16

(E)

4x 4x 3 16

(E)

5x 5x 1 4

(E)

5x 5x 1 4

(E)

5x 5x 1 4

(E)

5x 5x

5 16

(E)

4x 4x 5 16

(E)

5x 5x

5 16

(E)

4x 4x 3 16

(E)

5x 5x 5 16

(E)

5x 5x

3 8

(E)

4x 4x

3 16

(E)

4x 4x 3 16

(E)

5x 5x

1 4

(E) TS 5x5x 5

(E)

6x 6x 3 8

(E)

5x 5x 5 16

F eb

0, 3- 4:

:1 pm

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of:

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checked by:

drawn by:

dwg file:

project:

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3470 P ipeb end Place

Suite 120 Salem

, OR

97301

503.39 9.1399 msc eng inee rsinc.co m

02-20-23

DIGITALLY SIGNED

EXISTING FLOOR -

DEMOLITION PLAN

SD-101

INDEX

EXISTING WALLS PER ARCH.

EXISTING SHEARWALL PER ARCH.

DEMO EXISTING SHEARWALL PER ARCH.

EXISTING(E)

DEMO EXISTING NON-STRUCTURAL

WALLS PER ARCH.

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FOOD STORAGE

MEN

WOMEN

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MEETING

COFFEE

STORAGE

HALL

VESTIBULE

GALLERY

EQUIP STOR

106 SERVER

CLASSROOM

WOMEN

MEN

HALL

CLASSROOM 1

CLASSROOM 2

CLASSROOM 3

STORAGE

IT OFFICE

RESET

STORAGE

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CAFETERIA

MULTI-PURPOSE

STORAGE

OFFICE

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199 OFFICE

OFFICE

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CLASSROOM 4

CLASSROOM 5

RESET

HALL

STORAGE

CLASSROOM 6

HALL

EXIST RR

ELEC

OFFICE

109 WORKROOM

AUD STOR

111A

AUDIOLOGY

STORAGE

109A

STORAGE

HALL

RESET

FIRE

LOBBY

STAFF LOUNGE

HALL

PROPOSED SEISMIC UPGRADE PLAN @ FOUNDATION

1/8" = 1'-0"

D D

A A

C C

B B

B A A

(E) CONCRETE PAD

FOOTING, TYP.

(SEE ORIG. DOCUMENTS SHEET

S5.1 FOR ADDITIONAL INFO.)

(E) CONT. CONCRETE

STRIP FOOTING, TYP.

(SEE ORIG. DOCUMENTS SHEET

S5.1 FOR ADDITONAL INFO.)

(E) 4" CONCRETE SLAB

W/ #4 @16" OC EA. WAY

(E)

5x 5x 1 4

(E)

4x 4x

1 4

(E)

4x 4x 3 16

(E)

4x 4x 3 16

(E) TS 4x4x 1 4 (E)

4x 1 4

(E)

4x 4x 3 16

(E)

4x 4x 3 16

(E)

5x 5x 1 4

(E)

5x 5x 1 4

(E)

5x 5x 1 4

(E)

5x 5x

5 16

(E)

4x 4x 5 16

(E)

5x 5x

5 16

(E) TS 4x4x 3

(E)

5x 5x 5 16

(E)

5x 5x 3 8

(E) TS 5x5x 5

(E)

6x 6x 3 8

(E)

5x 5x 5 16

(E)

4x 4x

3 16

(E)

4x 4x 3 16

(E)

5x 5x

1 4

(E)

4x 4x 3 16

(BE

W) G

(E ) 2

8" T

O C

(E ) 2

8" T

O C

(E)

4x 4x 3 16

(BE

(E ) 8

3 4" x2

) 8

4" x3

) 8 3 4" x3

(E ) 8

4" x2 1G

A A

1 1

S-501TYP.

S-501

NEW 2x4 STUD

IFILL WALL

S-501

TYP.

S-801

F eb

0, 3- 4:

:1 pm

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drawn by:

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date:

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3470 P ipeb end Place

Suite 120 Salem

, OR

97301

503.39 9.1399 msc eng inee rsinc.co m

02-20-23

DIGITALLY SIGNED

SEISMIC

UPGRADE PLAN

@ FOUNDATION

S-101

INDEX

EXISTING WALLS PER ARCH.

NEW NON-STRUCTURAL WALL PER ARCH.

EXISTING(E)

EXISTING SHEARWALL PER ARCH.

# SEE ORIGINAL DOCUMENTS SHEET

S5.1 FOR PAD FOOTING SCHEDULE

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FOOD STORAGE

MEN

WOMEN

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MEETING

COFFEE

STORAGE

HALL

VESTIBULE

GALLERY

EQUIP STOR

106 SERVER

CLASSROOM

WOMEN

MEN

HALL

CLASSROOM 1

CLASSROOM 2

CLASSROOM 3

STORAGE

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RESET

STORAGE

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CAFETERIA

MULTI-PURPOSE

STORAGE

OFFICE

JANITOR

199 OFFICE

OFFICE

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CLASSROOM 4

CLASSROOM 5

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HALL

STORAGE

CLASSROOM 6

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EXIST RR

ELEC

OFFICE

109 WORKROOM

AUD STOR

111A

AUDIOLOGY

STORAGE

109A

STORAGE

HALL

RESET

FIRE

LOBBY

STAFF LOUNGE

HALL

PROPOSED SEISMIC UPGRADE PLAN @ ROOF FRAMING

1/8" = 1'-0"

(E)

5x 5x 1 4

(E)

4x 4x

1 4

(E)

4x 4x

3 16

(E)

4x 4x 3 16

(E)

4x 4x 3 16

(E) TS 4x4x 1 4 (E)

4x 1 4

(E)

4x 4x 3 16

(E)

4x 4x 3 16

(E)

5x 5x 1 4

(E)

5x 5x 1 4

(E)

5x 5x 1 4

(E)

5x 5x

1 4

(E)

5x 5x

5 16

(E)

4x 4x 5 16

(E)

5x 5x

5 16

(E) TS 4x4x 3

(E) 38" TJS @ 48" OC

(E ) 4

3" T

O C

(E ) 3

7" T

O C

(E) 20" TJI 60C @ 32" OC

(E) 20" TJI 60C @ 48" OC (E) 14

" TJI 5

5C @ 32 " O

(E ) 2 x1

4" O

(E ) 2 x1

4" O

(E)

5x 5x 5 16

(E)

5x 5x

3 8

(E) 20" TJI 55C @ 48" OC

(E) 20" TJI 60C @ 32" OC

(E)

4x 3 16

(E ) 6

3 4" x3

(E ) 3

1 8x

1 2

(E) 4x12

(E) 63 4"x18 GLB.(E) 31

8 x161

2 GLB.(E) 31

8 x131

2 GLB.(E) 31

8 x131

2 GLB. (E) 31

8 x131

2 GLB.

(E ) 4 x1

(E) 63 4"x251

2 GLB.

(E) 63 4"x21 GLB. (E) 63

4"x27 GLB. (E) 63 4"x27 GLB.

(E ) 5

1 8" x2

(E ) 5

1 8" x2

(E) 63 4"x18 GLB.

(E) 51 8"x21 GLB. (LOW)

(E ) 5

1 8" x1

(E) 51 8"x15 GLB. (LOW)

(E ) 5

1 8" x1

(E ) 6

3 4" x3

(E ) 6

3 4" x3

(E ) 3

1 8" x1

(E ) 3

1 8" x1

(E) 63 4"x221

2 GLB.

(E ) 3

1 8" x1

(E) TS 5x5x 5

(E)

6x 6x 3 8

(E)

5x 5x 5 16

(E ) 6

3 4" x3

) 6

4" x2

(E ) 6

3 4" x2

) 6 3 4" x2

(E ) 1

8" T

O C

(E ) 1

8" T

O C

(E) TS 4x4x 3

(E) 4x12 (E) 4x12 (E) 4x12 (E) 4x12 (E) 4x12 (E) 4x12

(E ) T

S 9x

5x 5 16

) T S

9x 5x

5 16

S-801

S-801 11

1 1

4x8

HDR.

4x8

HDR.

NEW 2x4 STUD

IFILL WALL, TYP.

F eb

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3470 P ipeb end Place

Suite 120 Salem

, OR

97301

503.39 9.1399 msc eng inee rsinc.co m

02-20-23

DIGITALLY SIGNED

S-201

INDEX

EXISTING WALLS PER ARCH.

NEW NON-STRUCTURAL WALL PER ARCH.

EXISTING(E)

EXISTING SHEARWALL PER ARCH.

1 HOLDOWN PER S-501

A SHEARWALL PER SCHEDULE

SEISMIC

UPGRADE PLAN

@ ROOF FRAMING

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NEW 716" OSB SHEATHING NEW 2x4 STUD

INFILL WALL

EXIST. 4" CONCRETE

SLAB ON GRADE

E.N.

NEW P.T. 2x4 PLATE W/ 1 4"∅ x4" SIMPSON TITEN

CONCRETE SCREW ANCHOR

@ 32" OC

FINISH

PER ARCH.

EXIST. 4" CONCRETE

SLAB ON GRADE

E.N.

FINISH

PER ARCH.

NEW SIMPSON HTT4 HOLDOWN

W/ (10) 0.148"∅ x11

2" NAILS TO STUD

W/ 5 8"∅ THREADED ROD

DRILL & EPOXY (EMBED =7")

EXIST. THICKENED

SLAB FOOTING

EXIST. PLYWOOD

SHEATHING

EXIST. 2x4 STUD

BEARING WALL

EXIST. P.T. 2x6 PLATE

EXIST. CONCRETE

FOOTING

NEW INTERIOR INFILL / SHEARWALL

1 1/2" = 1'-0"

S-501

NEW HOLDOWN @ EXISTING INTERIOR WALL

1 1/2" = 1'-0"

S-501

NEW HOLDOWN @ EXISTING EXTERIOR WALL

1 1/2" = 1'-0"

S-501

NEW SIMPSON HTT4 HOLDOWN

W/ (12) 0.148"∅ x11

2" NAILS TO STUD

W/ 5 8"∅ THREADED ROD

DRILL & EPOXY (EMBED =12")

EXIST. CONCRETE

STEM WALL

& FOOTING

EXIST. FINISH GRADE

EXIST. 4" CONCRETE

SLAB ON GRADE

EXIST. 2x6 STUD

WALL

EXIST. PLYWOOD

SHEATHING

EXIST. P.T. 2x PLATE

FINISH

PER ARCH. EXIST. CMU VENEER

F eb

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3470 P ipeb end Place

Suite 120 Salem

, OR

97301

503.39 9.1399 msc eng inee rsinc.co m

02-20-23

DIGITALLY SIGNED

S-501

FOUNDATION

DETAILS

AutoCAD SHX Text

OREGON

AutoCAD SHX Text 15,905

NEW SHEARWALL @ CRAWL SPACE

1 1/2" = 1'-0"

S-801

EXIST. FINISH

EXIST. 2x4 PARTITION

WALL

EXIST. 2x4 SILL PLATE

ADD SIMPSON TITEN

CONCRETE SCREW ANCHORS

4"∅ x4" @ 32" OC

EXIST. 2" CONCRETE

TOPPING SLABE.N.

EXIST. 3 4" T&G PLYWOOD

SUBFLOOR

EXIST. 28" TJW FLOOR

TRUSSES @ 16" OC

NEW FINISH PER ARCH.

NEW 716" OSB SHEARWALL

PER PLAN

EXIST. 3 4" PLYWOOD

ROOF SHEATHING

E.N.

+10"-0" ± A.F.F.

NEW SHEARWALL / CRIPPLE WALL

1 1/2" = 1'-0"

S-801

E.N.

EXIST. FINISH

NEW FINISH

PER ARCH.

NEW 2x4 SOLE PLATE W/ (2) 10d @ 16" OC

NEW SIMPSON Z2 CLIP

@ FLAT BLOCKING

TYP.

NEW 2x4 FLAT BLOCKING

@ 48" OC EA. FACE

EXIST. 18" TJI/55C

ROOF TRUSSES

@ 48" OC

NEW SIMPSON

A35 CLIP @ 24" OC

ALTERNATE FACE OF WALL

W/ (6) PH6121 #6 x12" SCREWS

TO EXIST. PLYWOOD

W/ (6) 0.131"∅ x11

2" SCREWS

TO NEW PLATE

NEW SIMPSON

H2A TIE

@ 48" OC

NEW 716" OSB SHEARWALL

PER PLAN

F eb

0, 3- 4:

:2 pm

-2

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L sheet:

of:

MSC ENGINEERS INC.

checked by:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

221131

CEM

DSM

E D

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W H

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E, O R

E N G

I N E E

R S

SIN

ULT

ING

STR

TUR

GIN

EER

3470 P ipeb end Place

Suite 120 Salem

, OR

97301

503.39 9.1399 msc eng inee rsinc.co m

02-20-23

DIGITALLY SIGNED

S-801

ROOF FRAMING

DETAILS

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OREGON

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FEC

A D

C A

A A

F F

B A

A C

BB BA A

BBB

TYP

2' -9

N N

N N N

N N

N N N

N A

EXIST

EXIST EXIST

EXIST

P R

P P P

P PA A

DEMOLITION NOTES

GENERAL NOTES

1. PROTECT ALL EXISTING SURFACES TO REMAIN.

2. REPAIR GYP BD & FINISH TO MATCH ADJACENT SURFACES AS REQD,

AFTER DEMOLITION WORK.

3. WHERE PLUMBING IS REMOVED, CAP PIPING IN WALL OR ABV CLG AT

NEAREST FIXTURE. CAP WASTE IN SLAB.

4. EXISTING FLOOR IS CONCRETE SLAB ON GRADE, UON. WHERE

FLOORING IS REMOVED, GRIND SLAB TO REMOVE EXCESS ADHESIVE

AND PREP SLAB AS REQ'D FOR NEW FLG.

5. SEE SHEET A-103 FOR ADDITIONAL DEMOLITION.

REMOVE EXISTING WALL OR PORTION OF EXISTING WALL

REMOVE EXIST DOOR / FRAME ASSEMBLY, SALVAGE DOORS FOR

RELOCATION

REMOVE EXISTING CASEWORK

RELOCATE KITCHEN EQUIP TO NEW FOOD PREP AREA

REMOVE FIRE EXTINGUISHER/FEC & SALVAGE FOR REUSE

REMOVE PORTION OF EXISTING SHEAR WALL

REMOVE EXISTING DOOR AND FRAME, DISCARD FRAMME & SALVAGE

DOORS TO OWNER

CAREFULLY REMOVE WALL AROUND EXISTING ELEC PANEL. MAINTAIN

SUPPORT FOR PANEL DURING WORK. ELEC PANEL TO BE REUSED.

DISASSEMBLE SOUND BOOTH AND DISCARD

REMOVE COILING GRILLE AND DISCARD

REMOVE COILING DOOR AND DISCARD

WELD DOOR SHUT. REMOVE EXIST HDW AND PROVIDE BLANK PLATE

SEAL AROUND DOOR ON EXT SIDE.

REMOVE EXIST FLOORING AND WALL BASE, THIS ROOM

REMOVE GYP BD AS REQ'D FOR NEW WORK

REMOVE TOILET ACCESSORIES & SALVAGE FOR REINSTALLATION

R sheet:

of:

drawn by:

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project:

date:

revisions:

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co ns ul ta nt s:

02-20-23 03022 A-101-X-03022

AMF

FLOOR PLAN -

DEMOLITION

A-101

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E, O R

FLOOR PLAN - DEMOLITION

1/8" = 1'-0"

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SALEM, OREGON

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ANGELA M. FLORES

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CONSTRUCTION NOTES

GENERAL NOTES

3'-0" X 7'-0" OPENING, WRAP W/ GYP BD AND PROVIDE U-SHAPE CORNER GUARDS,

FULL HT

NEW CASEWORK

INFILL EXIST OPENING W/ STUDS TO MATCH EXIST WIDTH AND GYP BD' TO MATCH

EXIST WIDTH, AND FINISH TO MATCH ADJ SURFACES

ALIGN NEW FACE OF FINISH W/ EXIST FACE OF FINISH

INFILL EXIST OPENING W/ STUDS, GYP BD, PLYWD AS REQ'D FOR SHEAR WALL &

FINISH TO MATCH ADJ SURFACES

PROVIDE WP-1 FULL HT, THIS ROOM

FREEZER, OFOI

REFRIGERATOR, OFOI

FOOD WARMER, OFOI

MOP SINK. PROVIDE 4'-0" x 4'-0" FRP AT ADJ WALLS

PROVIDE WP-1 UP TO 5'-0" AFF, THIS ROOM

2x6 WD STUD WALL

PROVIDE NEW GYP BD AND FINISH TO MATCH ADJ SURFACES. PAINT WALL

CORNER TO CORNER

THIS ROOM TO RECEIVE 6" RUBBER BASE

INFILL EXIST OPENING W/ 2x6 STUDS, R-21 BATT INSUL, WRB & CMU VENEER TO

MATCH EXISTING

REINSTALL EXISTING TOILET ACCESSORIES

1. ALL DIMENSIONS ARE TO FACE OF STUDS, UON

2. PATCH / REPAIR ALL WALLS AFFECTED BY DEMO

3. 48" CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS

4. PROVIDE TEMP FLOOR PROTECTION AT MULTI-PURPOSE 194 & MEETING 126,

SUCH AS RAMBOARD, OR SIMILAR. INSTALL IN ACCORDANCE W/

MANUFACTURER'S INSTRUCTIONS.

5. ALL NEW WALLS ARE 2X4 WD STUDS W/ (1) LAYER OF GYP BD EA SIDE, UON.

REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS ASSEMBLY.

RELOCATED FE/FEC

OFOI COPIER

NEW WALL UP TO EXIST SOFFIT, SEE DETAIL 4/A-501

OFOI DOUBLE MICROWAVE CART

W D

OFFICE

OPEN OFFICE

OFFICE

COATS

STORAGE

MECH

OFFICE

HALL

SENSORY

HALL

OFFICE

STAFF LOUNGE

HALL

OFFICE

CONFERENCE

OFFICE

HALL

OFFICE

WORKROOM

OFFICE

VESTIBULE

OFFICE

HALL

KITCHEN

FOOD STORAGE

MEN

WOMEN

HALL

STORAGE

MEETING

COFFEE

STORAGE

HALL

VESTIBULE

GALLERY

EQUIP STOR

106 SERVER

CLASSROOM

WOMEN

MEN

HALL

CLASSROOM 1

CLASSROOM 2

CLASSROOM 3

STORAGE

IT OFFICE

RESET

STORAGE

HALL

COATS

HALL

COACH OFFICE

CAFETERIA

MULTI-PURPOSE

STORAGE

OFFICE

196 OFFICE

OFFICE

JANITOR

199 OFFICE

OFFICE

HALL

CLEAR / MEETING

CLASSROOM 4

CLASSROOM 5

RESET

HALL

STORAGE

CLASSROOM 6

HALL

EXIST RR

ELEC

OFFICE

109 WORKROOM

AUD STOR

111A

AUDIOLOGY

STORAGE

109A

STORAGE

HALL

RESET

FIRE

LOBBY

FEC

AC1

102B

111B

163A

205A

195A

195B

215A

184A

182E

182D

182C

182B

182A

A-201

2 2 2

A-401

1 1

33 3

3 3

5' -0

15'-4" 10'-2"

6' -7

5'-6"

8' -0

5'-3" 6'-10"

27'-6" 30'-7"

'-8

'-1

8'-3"

1' -1

3' -0

1'-5"

6'-0"

3' -1

-3

9'-11" 9'-11" 9'-11" 2'-0"

5' -0

13'-4" 9'-10"

'-6

6' -5

4' -4

9'-7"

'-0

27'-11" 27'-7" 6'-7"

9' -6

5'-6"

3' -0

5'-7" 6'-2"

6'-0"

6' -0

A-201L N

A-201

2'-7"

2'-7"2'-0"

2'-7" 2'-0" 2'-7"

A-201

EXIST

EXIST EXIST

EXIST

9'-10"

5' -0

5' -4

A-201

11 11 11

111111

1111 11

3' -5

-2

193A

203A

A-401

13 13 13

13 13

AC1

AC1AC1

AC1 AC1AC1

AC1

AC2AC2

AC2

AC2AC2

AC2

AC1AC1

AC1

AC1 AC1 AC1

AC1

AC1 AC1

DOOR SCHEDULE

DOOR

MARK SIZE W X H X THK

DOOR FRAME

D W

REMARKS (9)

C O

E D

102A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 1 NOTE 1, 2

102B 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 1 NOTE 1, 2, 3

109A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 2 NOTE 1, 2

109B 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 2 NOTE 1, 2, 3

109C 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 3 NOTE 1, 2

111A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2

111B 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 3 NOTE 1, 2

135A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 2 NOTE 1, 2

163A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 3 NOTE 1, 2

178A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2

179A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2

180A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2

181A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 3 NOTE 1, 2

182A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 6 NOTE 4

182B 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 6 NOTE 4

182C 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 6 NOTE 4

182D 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 6 NOTE 4

182E 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 6 NOTE 4

184A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 6 NOTE 1, 4

186A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2

187A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 3 NOTE 1, 2

193A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 7 NOTE 1, 3

195A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 3 NOTE 1, 2

195B 3'-6" X 7'-0" X 1-3/4" B SC WT EX HS ME - 7 NOTE 1

196A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 4 NOTE 1, 2, 3

197A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 4 NOTE 1, 2, 3

198A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 4 NOTE 1, 2

200A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 3 NOTE 1, 2

201A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 4 NOTE 1, 2, 3

202A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 4 NOTE 1, 2

203A 6'-0" X 7'-0" X 1-3/4" BB HS ME 1" T/N HS ME - 5 NOTE 5

205A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2

206A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2

207A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2, 3

208A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME - 4 NOTE 1, 2

214A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME - 3 NOTE 1, 2

215A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME - 4 NOTE 1, 2

7 RATING

6 ELEVATION2 TYPE

SEE DOOR TYPES

3 CONSTRUCTION

EX = EXISTING DOOR

HS = HOLLOW STEEL

SC = SOLID CORE WOOD

4 FINISH

FF = FACTORY FINISH

ME = METAL ENAMEL

WT = WOOD TRANSPARENT

5 GLASS

T = TEMPERED

T/IN = TEMPERED/INSULATING

SEE FRAME ELEVATIONS

20, 45, 60, 90 INDICATES

FIRE RATING IN MINUTES

8 HARDWARE

NUMBER REFERS TO

HARDWARE GROUP IN

HARDWARE SCHEDULE IN

SPECIFICATIONS

1. EXIST DOOR & HDW TO BE

REUSED, UON. PROVIDE NEW

DOOR FRAME

2. PROVIDE SALVAGED LOCKSET PER

SECTION 087100.

3. AT EXIST DOOR, MODIFY DOOR TO

PROVIDE NEW RELITE GLAZING

KIT. PROVIDE GLAZING PER

SCHEDULE.

4. 1" UNDERCUT

5. CARD READER

9 REMARKS

DOOR TYPES

6" 6"

8" 6"

A C DB 10

sheet:

of:

drawn by:

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project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

02-20-2023 03022 A-101-X-03022

AMF

FLOOR PLAN

A-102

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M H

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W H

M C

E, O R

FLOOR PLAN

1/8" = 1'-0"

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SALEM, OREGON

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ANGELA M. FLORES

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DEMOLITION LEGEND

EXIST CLG GRID TO BE REMOVED

EXIST CLG GRID TO REMAIN

EXIST GYP BD CLG TO BE REMOVED

EXIST GYP BD CLG TO REMAIN

EXIST EMERGENCY EGRESS SIGN TO BE REMOVED,

RELOCATED

EXIST EMERGENCY EGRESS SIGN

EXIST 2X4 LIGHT FIXTURE TO BE REMOVED

EXIST 2X4 LIGHT FIXTURE TO REMAIN

NEW 2X4 LED LIGHT FIXTURE CENTERED IN ROOM

EXIST 1X4 LIGHT TO REMAIN

EXIST 1X4 LIGHT TO BE REMOVED

EXIST LIGHT TO REMAIN

EXIST LIGHT TO BE REMOVED

EXIST TRACK LIGHT TO REMAIN

EXIST TRACK LIGHT TO BE REMOVED

EXIST 2X2 LED LIGHT FIXTURE TO REMAIN

EXIST 2X2 LED LIGHT FIXTURE TO BE REMOVED

EXIST RECESSED DOWN LIGHT TO REMAIN

EXIST RECESSED DOWN LIGHT TO BE REMOVED

EXIST WALL MOUNT LIGHT FIXTURE

EXIST SUPPLY TO REMAIN

EXIST SUPPLY TO BE REMOVED

EXIST RETURN TO REMAIN

EXIST RETURN TO BE REMOVED

EXIST EXHAUST TO REMAIN

EXIST EXHAUST TO BE REMOVED

DEMO

A REMOVE EXISTING EXHAUST DUCT, DISCARD

REMOVE CEILING MOUNTED UNIT HEATER, SALVAGE

TO OWNER

REMOVE EXISTING SUSP CLG GRID & TILES, THIS RM

REMOVE EXISTING GYP BD CLG, THIS RM

REMOVE EXIST GYP BD SOFFIT

REMOVE PORTION OF SUSP ACOUS CLG AS REQ'D

FOR NEW WORK

REMOVE PORTION OF GYP BD CLG AS REQ'D FOR

NEW WORK

DEMOLITION NOTES

1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY

LOCATION OF ALL HVAC EQUIPMENT

2. REMOVE CEILING TILES AS REQ'D FOR DUCT

ACCESS/CLEANING

GENERAL NOTES

FEC

10'-0"

9'-0"

10'-0"

10'-0" 10'-0"

9'-0" 9'-0"

9'-0"

9'-0" 10'-0"

9'-0"

10'-0"

9"-0"

8'-0"

9'-4"

9'-0"

10'-0"

9'-0"

DEMO

10'-0"

9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

10'-0"

9'-0"

9'-0" 9'-0" 9'-0"

9'-0"9'-0"

9'-0" 9'-0"

9'-0"

9'-0"9'-0"

9'-0"

10'-0" 10'-0"

10'-0"

9'-0"

16'-8"

GABLE

10'-0"

8'-10"

9'-0"9'-0"9'-0" 9'-0"9'-0"

10'-0"

9'-0"

10'-0"

9'-0"

STRUCT

9"-0"

9'-0"

10'-0"

9'-0"9'-0"9'-0"

9'-0"

9'-0" 9'-0"

9'-0"9'-0"

9'-0"

9'-4"8'-10"

9'-4"9'-4"

9'-4"

9'-0"

9'-0" 9'-0"

9'-0"

8'-10"

9'-0"

8'-10"

9'-0"

10'-0"

D C C C

C C

C C C C C

DEMO

G G

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pr oj ec t:

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02-20-23 03022 A-101-X-03022

AMF

REFLECTED CEILING

PLAN - DEMOLITION

A-103

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REFLECTED CEILING PLAN - DEMOLITION

1/8" = 1'-0"

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1 EXIST SKYLIGHT TO REMAIN

PROVIDE NEW SUSP CLG GRID & TILES TO MATCH

LAYOUT OF ADJ SPACE

EXIST ACCESS DOOR ABOVE SUSP CLG @ GYP BD

CLG OR WALL TO REMAIN

OPEN TO STRUCTURE ABOVE

PATCH/REPAIR GYP BD CLG & FINISH TO MATCH ADJ

SURFACES

PROVIDE NEW SUSP CLG GRID & TILES, THIS RM

PROVIDE NEW GYP BD CEILING, THIS RM

CONSTRUCTION NOTES

1. NEW CEILING GRIDS TO BE CENTERED IN ROOMS, UON

2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY

LOCATION OF ALL HVAC EQUIPMENT

GENERAL NOTES

10'-0"

9'-0"

10'-0"

10'-0"10'-0"

10'-0"

9'-0" 9'-0" 9'-0"

10'-0"

9'-0" 9'-0"

9'-0"

10'-0" 10'-0"

10'-0"

9'-0" 9'-0"

9'-0"

8'-10"

9'-0"

9'-4"

9'-0"

10'-0"

9'-0"

9'-0" 9'-0"

1 1

10'-0"

9'-0"

OFFICE

OPEN OFFICE

OFFICE

COATS

STORAGE

MECH

OFFICE

HALL

SENSORY

HALL

OFFICE

STAFF LOUNGE

HALL

OFFICE

CONFERENCE

OFFICE

HALL

OFFICE

WORKROOM

OFFICE

VESTIBULE

OFFICE

HALL

KITCHEN

FOOD STORAGE

MEN

WOMEN

HALL

STORAGE

MEETING

COFFEE

STORAGE

HALL

VESTIBULE

GALLERY

EQUIP STOR

106 SERVER

CLASSROOM

WOMEN

MEN

HALL

CLASSROOM 1

CLASSROOM 2

CLASSROOM 3

STORAGE

IT OFFICE

RESET

STORAGE

HALL

COATS

HALL

COACH OFFICE

CAFETERIA

MULTI-PURPOSE

STORAGE

OFFICE

196 OFFICE

OFFICE

JANITOR

199 OFFICE

OFFICE

HALL

CLEAR / MEETING

CLASSROOM 4

CLASSROOM 5

RESET

HALL

STORAGE

CLASSROOM 6

HALL

EXIST RR

ELEC

OFFICE

109 WORKROOM

AUD STOR

111A

AUDIOLOGY

STORAGE

109A

STORAGE

HALL

RESET

FIRE

LOBBY

10'-0"

9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

10'-0"

9'-0"

9'-0" 9'-0" 9'-0"

9'-0"9'-0"

9'-0" 9'-0"

9'-0"

9'-0"9'-0"

9'-0"

10'-0" 10'-0"

10'-0"

9'-0"

16'-8"

GABLE

10'-0"

9'-0"

8'-0"

9'-4"

8'-10"

8'-10" 8'-10"

9'-0"

8'-10"

8'-10"9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"

8'-10"

9'-0"

9'-0"9'-0"9'-0" 9'-0"9'-0"

10'-0"

9'-4"

10-0"

9-0"

9'-0"

10'-0"

A A

A A A

A A

A A A

C C

A A A

AAA

A A

AAAAAAA

C C C

A A A A

AAAAA

A A

AA A

B B

A A

A C

10'-0"

A A

10'-0"

A A

AA B

5 5

6 6 6

6 6 6 6 6

6 6

6 6 6

LEGEND

NEW CLG GRID

EXIST CLG GRID TO REMAIN

EXIST GYP BD CLG TO REMAIN

NEW GYP BD CLG

EXIST EMERGENCY EGRESS SIGN TO REMAIN

NEW EMERGENCY EGRESS SIGN

EXIST 2X4 LIGHT FIXTURE TO REMAIN

NEW 2X4 LED LIGHT FIXTURE CENTERED IN ROOM

EXIST 1X4 LIGHT TO REMAIN

EXIST LIGHT TO REMAIN

EXIST TRACK LIGHT TO REMAIN

EXIST 2X2 LED LIGHT FIXTURE

NEW 2X2 LED LIGHT FIXTURE

EXIST RECESSED DOWN LIGHT

NEW RECESSED DOWN LIGHT

EXIST WALL MOUNT LIGHT FIXTURE TO REMAIN

NEW WALL MOUNT LED LIGHT FIXTURE

EXIST SUPPLY TO REMAIN

NEW SUPPLY

EXIST RETURN TO REMAIN

NEW RETURN

EXIST EXHAUST TO REMAIN

NEW EXHAUST

MAX

TRAPEZE TYPE HANGER @ DUCTWORK OR

OTHER LARGE OBSTRUCTIONS

ACOUSTIC LAY-IN TILE

(4) HEAVY DUTY MAIN RUNNERS @ 4'-0" OC

ATTACHED TO (2) ADJACENT WALLS

MIN 12 GA WIRE LATERAL BRACING PERPENDICULAR

TO EACH OTHER, SECURE TO STRUCTURE WITH

EXPANSION ANCHOR RATED FOR 200# LATERAL LOAD

MIN 12 GA

SUPPORT WIRE 100

LBS CAPACITY TYP

@ MAX 4'-0" OC

45 M

AX.

BERC CLIP @ NON-ATTACHED WALLS.

PERIMETER SUPPORT WIRE 8" MAX FROM

WALL MAX 6:1 OUT OF PLUMB AT ALL

TERMINATING MEMBERS

COUNTERSLOPE HANGERS IF MORE THAN

6:1 OUT OF PLUMB

NOTE:

1. HEAVY DUTY CROSS TEES @ ALL LIGHT FIXTURES & MECHANICAL SERVICES PER

CISCA 3-4 STANDARDS.

2. NOT ALL REQUIREMENTS ARE SHOWN. CONTRACTOR TO VERIFY WITH SITE

CONDITIONS AND CODE REFERENCES.

3. ATTACH CEILING GRID TO TWO ADJACENT WALLS. DO NOT ATTACH OPPOSITE

WALLS.

4. PROVIDE SEISMIC JOINTS ACCOMODATING 3 4" MOVEMENT AT CEILING AREAS

GREATER THAN 2,500 SQ FT.

VERTICAL STRUT @ MAX 12'-0" OC FROM

MAIN RUNNER TO STRUCTURE MAX 2" FROM

NEAREST CROSS MEMBER MAIN RUNNER/

CROSS TEE INTERSECTIONS. MUST LIMIT

MOVEMENT TO LESS THAN 1/4" @ POINT OF

ATTACHMENT. LATERAL FORCE BRACING

REQUIRED FOR CEILING AREAS OVER 1,000

SQ FT.

STRUCTURAL

FRAMING

CONSTRUCT SUSPENDED CEILINGS IN ACCORDANCE WITH NORTHWEST WALL & CEILING

BUREAU - TECHNICAL BULLETIN 401.

6'-0" MAX

MIN 12 GA

SLACK SUPPORT

WIRE @ FIXT <10

LBS - (2) WIRES

@ FIXT >10 LBS

1 SUSPENDED CEILING DETAIL

1/2" = 1'-0" sheet:

of:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

02-20-23 03022 A-101-X-03022

AMF

REFLECTED CEILING

PLAN

A-104

E D

U C

N S

C E

M H

O D

W H

M C

E, O R

REFLECTED CEILING PLAN

1/8" = 1'-0"

AutoCAD SHX Text

OPEN

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text C

Au…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 3, 2024.