RFP 24-02 PATRICK ES RETROFIT SCHEMATIC DESIGN.pdf

OWNER:

OWNER CONTACT: SPENCER DAVENPORT

PATRICK ELEMENTARY SCHOOL DISTRICT 6

1500 2ND AVENUE,

GOLD HILL, OR 97525

ARCHITECTURE:

STAMPING REGISTRANT: ZACH STOKES, P.E.

CONTACT: JESSI RUSSELL, AIA

ZCS ENGINEERING & ARCHITECTURE

524 MAIN ST., STE. 2

OREGON CITY, OR 97045

T 503.659.2205

STRUCTURAL ENGINEERING:

ENGINEER OF RECORD: MATT SMITH, P.E., S.E.

CONTACT: KEVIN HASSETT

ZCS ENGINEERING & ARCHITECTURE

524 MAIN ST., STE. 2

OREGON CITY, OR 97045

T 503.659.2205

CMGC:

TBD

PROJECT SCOPE

THE PURPOSE OF THIS PROJECT IS THE SEISMIC REHABILITATION OF PATRICK

ELEMENTARY SCHOOL CLASSROOMS AND GYMNASIUM. THE REHABILITATION

WILL BE ACCOMPLISHED BY MEANS OF ADDING LATERAL FORCE RESISTING

ELEMENTS WHERE NECESSARY, BY ENSURING PROPER LOAD PATH TO THE

FOUNDATION ELEMENTS. IN CONJUNCTION WITH THE LATERAL SYSTEM, SOME

DIAPHRAGMS WILL BE STRENGTHENED AND NEW STEEL POSTS WILL BE ADDED

TO ACCOMMODATE A SEISMIC ISOLATION GAP TO PREVENT POUNDING OF

NEARBY BUILDINGS. LIGHTING, HVAC AND INTEGRATED CEILINGS ARE TO BE

SEISMICALLY BRACED AND ANCHORED TO THE STRUCTURE.

SEISMIC REHABILITATION SCOPE

THE SEISMIC REHABILITATION PORTION OF THIS PROJECT IS FUNDED BY A GRANT

AWARDED TO CENTRAL POINT SCHOOL DISTRICT BY THE INFRASTRUCTURE

FINANCE AUTHORITY OREGON BUSINESS DEVELOPMENT DEPARTMENT TO MEET

THE BASIC PERFORMANCE OBJECTIVE FOR EXISTING BUILDING (BPOE) AS

OUTLINED IN THE AMERICAN SOCIETY OF CIVIL ENGINEERS "SEISMIC

REHABILITATION OF EXISTING BUILDINGS" (ASCE 41-17). THE REHABILITATION

OBJECTIVE IS DEFINED AS STRUCTURAL PERFORMANCE LEVEL, IMMEDIATE

OCCUPANCY, MEANS THE POST-EARTHQUAKE DAMAGE STATE IN WHICH ONLY

VERY LIMITED STRUCTURAL DAMAGE HAS OCCURRED. THE BASIC VERTICAL-,

AND LATERAL-FORCE-RESISTING SYSTEMS OF THE BUILDING RETAIN NEARLY ALL

OF THEIR PRE-EARTHQUAKE STRENGTH AND STIFFNESS. THE RISK OF LIFE

THREATENING INJURY AS A RESULT OF STRUCTURAL DAMAGE IS VERY LOW, AND

ALTHOUGH SOME MINOR STRUCTURAL PREPARES MAY BE APPROPRIATE, THESE

WOULD GENERALLY NOT BE REQUIRED PRIOR TO REOCCUPANCY.

HE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION

NECESSARY FOR THE COMPLETION OF ALL WORK INCIDENTAL TO THE WORK

ILLUSTRATED IN THIS PLAN SET.

PROJECT COMPONENTS

THE FOLLOWING LIST IS A BRIEF GENERAL DESCRIPTION OF WHAT THIS PROJECT

ENTAILS:

1. NEW CMU WALL INFILL.

2. IN-PLANE AND OUT-OF-PLANE CONNECTIONS FROM DIAPHRAGMS

TO LATERAL FORCE RESISTING SYSTEM.

3. NEW ROOF SHEATHING ON GYMNASIUM BUILDING AND CANOPIES.

4. EXISTING WOOD SHEAR WALLS TO RECEIVE NEW PLYWOOD

SHEATHING.

5. SEISMIC BRACING OF NON-STRUCTURAL SCOPE ITEMS.

INCIDENTAL TO SEISMIC REHABILITATION

1. REMOVAL AND REPLACEMENT OF CEILING

2. REMOVAL AND REPLACEMENT OF ROOFING

3. REMOVAL AND REPLACEMENT OF FASCIAS, GUTTERS, AND DOWNSPOUTS

4. REMOVAL AND REINSTALLATION OF ROOF-MOUNTED EQUIPMENT

5. REMOVAL AND REPLACEMENT OF CASEWORK

6. REMOVAL AND REPLACEMENT OF LIGHTING

G.C. AND SUBCONTRACTORS TO REVIEW PLANS AND PROVIDE CODE REQUIRED

MEP DESIGN IN COORDINATION WITH THE ARCHITECTURE PLANS. FURTHER

MODIFICATION MAY BE REQUIRED.

MECHANICAL:

1. REMOVE AND REINSTALL (E) DUCTWORK AS REQUIRED FOR

STRUCTURAL MODIFICATIONS

ELECTRICAL:

1. REMOVE (E) LIGHTS AS REQUIRED FOR STRUCTURAL MODIFICATIONS

AND REPLACE WITH (N)

PLUMBING:

1. TBD

A.B. ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

A.C.T. ACOUSTICAL CEILING

TILE

A.F.F. ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ARCH. ARCHITECT

ASCE AMERICAN SOCIETY OF

CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING

SOCIETY

BD. BOARD

BITUM. BITUMINOUS

BOT./B.O. BOTTOM/BOTTOM OF

B.O.D. BASIS OF DESIGN

CER. CERAMIC

C.G. CORNER GUARD

C.I. CONTINUOUS INSULATION

C.J. CONTROL JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTERLINE

CLR. CLEAR

CMU CONCRETE MASONRY

UNIT

C.O. CASED OPENING

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

CPT. CARPET

C.T. CERAMIC TILE

DBA DEFORMED BAR

ANCHOR

D.F. DRINKING FOUNTAIN

DIA., ⌀ DIAMETER

DR. DOOR

D.S. DOWNSPOUT

(E) EXISTING

ELEC. ELECTRICAL

EQ. EQUAL

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.O.F FACE OF FINISH

F.O.S. FACE OF STUDS

F.S.D. FIRE SEPARATION DISTANCE

FTG. FOOTING

Ga. GAUGE

GALV. GALVANIZED

GL GRID LINE

GLB GLULAM BEAM

G.B. GRAB BAR

GND. GROUND

GSM GALVANIZED SHEET METAL

GYP. GYPSUM

H.B. HOSE BIBB

H.C. HOLLOW CORE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HPC HIGH PERFORMANCE

COATING

HSS HOLLOW STRUCTURAL

STEEL

IBC INTERNATIONAL

BUILDING CODE

IN. INCH

INT. INTERIOR

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LAM. LAMINATE

LB. POUND

L.L. LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC. LOCATION

LONG. LONGITUDINAL

L.P. LOW POINT

LVF LOW VELOCITY FASTENER

MAX. MAXIMUM

MBMA METAL BUILDING

MANUFACTURERS

ASSOCIATION

M.E. MATCH EXISTING

MECH. MECHANICAL

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTD. MOUNTED

MUL. MULLION

(N) NEW

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

N.T.S. NOT TO SCALE

OBS. OBSCURE

o.c. ON CENTER

O.F.C.I. OWNER FURNISHED

CONTRACTOR

INSTALLED

O.F.D. OVERFLOW DRAIN

O.F.O.I. OWNER FURNISHED

OWNER INSTALLED

OH. OPPOSITE HAND

OHD OVERHEAD DOOR

OPP. OPPOSITE

OWJ OPEN WEB JOIST

PAF POWDER ACTUATED

FASTENER

P/C PRECAST (CONCRETE)

PCF POUNDS PER CUBIC

FOOT

PL PLATE

P.LAM. PLASTIC LAMINATE

PLAS. PLASTER

PLY PLYWOOD

PJP PARTIAL JOINT

PENETRATION

PSF POUNDS PER FOOT

PSI POUNDS PER INCH

P/T POST-TENSIONED

P.T. PRESSURE TREATED

R.C.P. REFLECTED CEILING

PLAN

R.D. ROOF DRAIN

REF. REFERENCE

REINF. REINFORCING

REQ'D. REQUIRED

RL. RELOCATE

R.O. ROUGH OPENING

RWD. REDWOOD

REV. REVERSED

S.A.M. SELF-ADHERED MEMBRANE

S.C. SOLID CORE

SCHED. SCHEDULE

SIM. SIMILAR

SLRS SEISMIC LOAD RESISTING

SYSTEM

S.O.G. SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

S.S.D. SEE STRUCTURAL

DRAWINGS

S.S. STAINLESS STEEL

SSMA STEEL STUD

MANUFACTURERS

ASSOCIATION

STD. STANDARD

STRUCT. STRUCTURAL

S.T.S. SELF TAPPING SCREW

SYM. SYMMETRICAL

THRU THROUGH

TYP. TYPICAL

T & G TONGUE AND GROOVE

THK. THICK

TJ TRUSS JOIST

TRANS. TRANSVERSE

T.W. TOP OF WALL

U.N.O. UNLESS NOTED

OTHERWISE

U.T. ULTRASONIC TESTING

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

w/ WITH w/o WITHOUT

WF WIDE FLANGE

W.P. WORK POINT

1. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE

FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE PROJECT

TEAM OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS

SHOWN ON THE DRAWINGS.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CONSTRUCTION MEANS AND METHODS. RESPONSIBILITY SHALL

INCLUDE BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION

MEANS AND METHODS, TECHNIQUES, SEQUENCING, AND SAFETY

REQUIRED TO COMPLETE CONSTRUCTION.

3. BEFORE STARTING A SECTION OF WORK THE CONTRACTOR SHALL

CAREFULLY EXAMINE PREPARATORY WORK THAT HAS BEEN

EXECUTED. ENSURE THAT WORK AND ADJACENT RELATED WORK

WILL FINISH TO PROPER PLANES AND LEVELS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES.

5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT

DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY

AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE

PROCEEDING WITH THE CONSTRUCTION. IF THERE ARE ANY

QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A

CLARIFICATION FROM THE PROJECT TEAM BEFORE PROCEEDING

WITH THE WORK IN QUESTION OR RELATE WORK.

6. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN

DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR REQUIRING

DIMENSIONS NOT NOTED SHALL ALWAYS CONTACT THE PROJECT

TEAM FOR SUCH INFORMATION PRIOR TO PRECEDING WITH WORK

RELATED TO THOSE DIMENSIONS

7. THE CONTRACTOR SHALL PROTECT, PATCH, AND REPAIR TO MATCH

ANY WALLS, FLOORS, CEILINGS, AND/OR OTHER SURFACES WHICH

MAY BE DISTURBED DURING THE INSTALLATION OF MECHANICAL,

ELECTRICAL, PLUMBING OR OTHER OWNER WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND

PATCHING REQUIRED FOR PROPER INSTALLATION OF MATERIAL AND

EQUIPMENT. PROVIDE DEMOLITION AND PATCH/REPAIR IN ALL

AREAS (WHETHER SPECIFICALLY SHOWN OR NOT) TO

ACCOMMODATE ALL WORK.

9. IF THE CONTRACTOR ENCOUNTERS A CONDITION NOT COVERED IN

THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL

NOTIFY AND RESOLVE THE ISSUE WITH THE PROJECT TEAM BEFORE

COMMENCING ANY WORK.

10. ALL PERMITS ASSOCIATED WITH THE PROJECT SHALL BE PAID AND

OBTAINED BY THE CONTRACTOR.

11. GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY

RESPONSIBLE FOR JOB CONDITIONS OF THE JOB SITE, INCLUDING

SAFETY OF PERSONS AND PROPERTY AND COMPLIANCE WITH OSHA

SAFETY STANDARDS.

12. WHEN PORTIONS OF THE WORK ARE PERFORMED BY THE

CONTRACTOR ON A DESIGN-BUILD BASIS, THE CONTRACTOR SHALL

BE SOLELY RESPONSIBLE FOR THE DESIGN OF SUCH SYSTEMS AND

FOR THE SECURING OF ALL ASSOCIATED PERMITS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF

ALL DESIGN BUILD SUB CONTRACTORS .

13. CONTRACTOR SHALL AVOID INTERFERENCE AND CONFLICT WITH

THE BUILDING'S NORMAL OPERATION. CONTRACTOR TO COMPLY

WITH THE BUILDING RULES AND REGULATIONS REGARDING

SCHEDULING AND USE OF ELEVATORS AND LOADING DOCKS FOR

DELIVERY AND HANDLING OF MATERIALS, EQUIPMENT, AND DEBRIS.

14. ALL KEY NOTES INDICATE NEW ITEMS TYPICALLY UNLESS NOTED

OTHERWISE

15. CONTRACTOR SHALL BE RESPONSIBLE FOR ASHRAE COMPLIANCE

IN SCHOOL, RETAIL, AND OFFICE SPACES

Room name

150 SF

ROOM NUMBER

ROOM AREA

PROJECT NORTH

TRUE NORTH

101 DOOR NUMBER TAG

X WINDOW TAG

A101

1 Ref

R e f

1 Ref

R e f

ELEVATION TAG

VIEW REFERENCE

SHEET REFERENCE

ROOM TAG

A101

SIM

A101

SIM

SECTION TAG

DRAWING REFERENCE

SHEET REFERENCE

A101

SIM

DETAIL REFERENCE

DRAWING REFERENCE

SHEET REFERENCE

A101

SIM

ENLARGED PLAN

DRAWING REFERENCE

SHEET REFERENCE

REFERENCE AREA

Name Elevation

DETAIL CUT DIRECTION

LEVEL REFERENCE

View Name A1.1

1/4" = 1'-0"

VIEW TITLE

VIEW SCALE

VIEW REFERENCE

ACT

8'-0"

CEILING TAG

CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

? KEYNOTE TAG

W1 WALL/ROOF TAG

TR# FLOORING TRANSITION

TAG

CENTERLINE

REVISION CLOUD

AREA OF REVISION

REVISION DELTA TAG

FINISH TAG

WALL FINISH

A101

Ref

R e f

R e f

Ref

PHOTO REFERENCE

VIEW REFERENCE

SHEET REFERENCE

X FINISH TAG

X EQUIPMENT TAG

Remarks

EX#

EX#

ME#

ME#

XX#

XX#

Room name

BASE FINISH

FLOOR FINISH

ADDITIONAL NOTES

NORTH ARROW

Room name

OccType

# occs.

150 sf OLF /sf

# Exit(s)

ROOM OCCUPANCY TAG

ROOM NAME

ROOM NUMBER

OCC. TYPE

OCC. LOAD

REQ'D EXITS

ROOM AREA

# OF OCCS.

S

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45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

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G0.00

COVER SHEET

M-0379-24

PATRICK

ELEMENTRY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

1500 2ND AVE. GOLD HILL,

OR 97525

09-27-2024

TLB

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PATRICK ELEMENTRY SCHOOL SEISMIC RETROFIT

CENTRAL POINT SCHOOL DISTRICT 6

1500 2ND AVE. GOLD HILL, OR 97525

100% SCHEMATIC DESIGN | NOT FOR CONSTRUCTION

HATCH INDICATES

AREA OF WORK

N

-GENERAL-

G0.00 COVER SHEET

G1.00 CODE PLAN

-ARCHITECTURAL-

A1.10 FLOOR PLAN - AREA A

A1.11 FLOOR PLAN - AREA B

A1.20 ROOF PLAN - AREA A

A1.21 ROOF PLAN - AREA B

A2.10 REFLECTED CEILING PLAN - AREA A

A2.11 REFLECTED CEILING PLAN - AREA B

-STRUCTURAL-

S0.01 STRUCTURAL GENERAL NOTES

S0.02 SPECIAL INSPECTIONS AND TESTING

S1.10 FOUNDATION PLAN - AREA A

S1.11 FOUNDATION PLAN - AREA B

S2.10 ROOF FRAMING PLAN - AREA A

S2.11 ROOF FRAMING PLAN - AREA B

PROJECT ADDRESS:

1500 2ND AVE.

GOLD HILL, OR 97525

SHEET INDEXPROJECT TEAMPROJECT NARRATIVEABBREVIATIONSPROJECT NOTES

VICINITY MAP

DESIGN BUILD SCOPE

AERIAL PHOTO

SYMBOL LEGEND

DEFERRED SUBMITTALS

ZCS SHALL PERFORM GENERAL REVIEW OF ANY DEFERRED SUBMITTAL DESIGNS

PRIOR TO SUBMITTING TO THE AHJ AND PRIOR TO CONSTRUCTION

IMPLEMENTATION FOR GENERAL CONFORMANCE TO THE DESIGN INTENT.

DEFERRED SUBMITTAL ITEMS SHALL NOT BE SPECIALLY FABRICATED OR

INSTALLED UNTIL APPROVED BY THE AHJ AND ZCS.

1. NONE

N

UP

(E) WALL MOUNTED ILLUMINATED EXIT SIGN

FIRE LIFE SAFETY LEGEND

FE

FE

(E) EXIT SIGN PLACARD

(E) EMERGENCY EXIT ROUTE

(E) FIRE EXTINGUISHER & CABINET

(E) WALL MOUNTED FIRE EXTINGUISHER

LIFE SAFTEY CODE SUMMARY

APPLICABLE CODES

BUILDING CODE 2022 OSSC

PLUMBING CODE 2023 OPSC

MECHANICAL CODE 2022 OMSC

ELECTRICAL CODE 2023 OESC

ENERGY CODE 2021 OEESC

FIRE CODE 2022 OFC

ACCESSIBILITY CODE ICC A117.1-2017

BUILDING DATA

ORIGINAL CONSTRUCTION DATE: AREA 'A' - 1955 ESTIMATED

AREA 'B' - 1960 ESTIMATED

OCCUPANCIES (NONSEPARATED): E

CONSTRUCTION TYPE: IIIB

(E) FIRE SPRINKLER: NO

(E) FIRE ALARM: YES

(E) BUILDING AREA (UNCHANGED): 33,962 ± SF

(E) BUILDING HEIGHT (UNCHANGED): 21'-7"±

(E) # OF STORIES (UNCHANGED): 1

INTERIOR FINISHES

TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

ROOMS AND ENCLOSED SPACES

GROUP E: C

CLASS C = FLAME SPREAD INDEX 76-200;

SMOKE DEVELOPED INDEX 0-450

MEANS OF EGRESS

TABLE 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE:

WITH LONGEST CONTROLLING

OCCUPANCY SPRINKLER SYSTEM DISTANCE PROPOSED EXIT PATH

E 75' MAX. TBD

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE:

WITH LONGEST CONTROLLING

OCCUPANCY SPRINKLER SYSTEM DISTANCE PROPOSED EXIT PATH

E 250' MAX. TBD

EXISTING BUILDINGS

3406.3 LEVEL 2 ALTERATIONS APPLY WHERE THE WORK AREA IS EQUAL TO OR LESS THAN

50% OF THE BUILDING AREA.

PROPOSED WORK AREA OF ALTERATION IS < 50% OF THE (E) BUILDING AREA

LIFE SAFETY NARRATIVE

THE SCOPE OF THIS PROJECT CONSISTS OF VOLUNTARY SEISMIC

REHABILITATION OF PATRICK ELEMENTARY SCHOOL. NO CHANGES TO

(E) OCCUPANCIES OR EGRESSING ARE PROPOSED.

HATCH INDICATES AREA

OUT OF SCOPE OF WORK

HATCH INDICATES AREA

OUT OF SCOPE OF WORK

HATCH INDICATES AREA

OUT OF SCOPE OF WORK

CLASSROOM

CLASSROOM

CLASSROOM

STORAGE

MAIN OFFICE

PRINCIPALS

OFFICE

BOILER ROOM

OFFICE

OFFICE

HEALTH

CENTER

COLD

STORAGE

GIRLS

RESTROOM

COLD

STORAGE

DRY

STORAGE

KITCHEN

BOYS

RESTROOM

MULTI-PURPOSE

PLATFORM

STORAGE

STORAGE

STORAGE

HALL

STORAGE

S

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45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

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C H

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F U

L L S

C A

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DESCRIPTION DATE:

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G1.00

CODE PLAN

M-0379-24

PATRICK

ELEMENTRY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

1500 2ND AVE. GOLD HILL,

OR 97525

09-27-2024

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G1.00 1/16" = 1'-0"

CODE PLAN1

A. VERIFY ALL DIMENSIONS AND NOTIFY PROJECT TEAM IF

DISCREPANCIES OCCUR.

B. G.C. TO PROVIDE FIRE BLOCKING AS REQUIRED PER

CODE.

C. G.C. SHALL PROVIDE ALL APPROPRIATE BACKING AS

REQUIRED FOR ACCESSORIES AND OTHER

MISCELLANEOUS ITEMS.

D. G.C. TO COORDINATE INSTALLATION OF ALL UTILITIES w/

RESPECTIVE SUPPLIERS/SUBCONTRACTORS PRIOR TO

CONSTRUCTION, TYPICAL.

E. ALL ELECTRICAL, MECHANICAL, PLUMBING, FIRE

SUPPRESSION AND LANDSCAPE TO BE DESIGN BUILD PER

APPLICABLE CODES.

F. ALL DIMENSION LINES TO THE FACE OF FRAMING, U.N.O.

FLOOR PLAN GENERAL NOTES

FLOOR PLAN LEGEND

(N) CMU WALL

(E) WALL TO REMAIN

(N) CONCRETE FOOTING AND SLAB SEE

STRUCTURAL

1 2 3 4 5 6 7 84.9

A

B

C

D

E

BOYS

RESTROOM

STORAGE

CLASSROOM

CLASSROOM

CLASSROOM

RESTROOM

4-A

RESTROOM

2-A

PRINCIPALS

OFFICE

MAIN OFFICE

RESTROOM

3-A

RESTROOM

1-A

BOILER ROOM

OFFICE

OFFICE

HEALTH

CENTER

KITCHEN

14 DRY

STORAGE

CUSTODIAN

/SEE 1 A1.11 /SEE 1 A1.11

1 1 1 1

3 3 3 3

MATCH LINE MATCH LINE

1. (N) COLUMN, SEE STRUCTURAL

2. (N) INFILL WALL

3. INSTALL (N) CASEWORK

# PLAN KEYNOTES

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45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

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U A

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F U

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C A

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KEY PLAN

AREA A

AREA B

DESCRIPTION DATE:

OUT OF SCOPE

OUT OF SCOPE

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FLOOR PLAN -

AREA A

M-0379-24

PATRICK

ELEMENTRY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

1500 2ND AVE. GOLD HILL,

OR 97525

09-27-2024

TLB

JRR

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A1.10 1/8" = 1'-0"

FLOOR PLAN - AREA A1

A. VERIFY ALL DIMENSIONS AND NOTIFY PROJECT TEAM IF

DISCREPANCIES OCCUR.

B. G.C. TO PROVIDE FIRE BLOCKING AS REQUIRED PER

CODE.

C. G.C. SHALL PROVIDE ALL APPROPRIATE BACKING AS

REQUIRED FOR ACCESSORIES AND OTHER

MISCELLANEOUS ITEMS.

D. G.C. TO COORDINATE INSTALLATION OF ALL UTILITIES w/

RESPECTIVE SUPPLIERS/SUBCONTRACTORS PRIOR TO

CONSTRUCTION, TYPICAL.

E. ALL ELECTRICAL, MECHANICAL, PLUMBING, FIRE

SUPPRESSION AND LANDSCAPE TO BE DESIGN BUILD PER

APPLICABLE CODES.

F. ALL DIMENSION LINES TO THE FACE OF FRAMING, U.N.O.

FLOOR PLAN GENERAL NOTES

FLOOR PLAN LEGEND

(N) CMU WALL

(E) WALL TO REMAIN

(N) CONCRETE FOOTING AND SLAB SEE

STRUCTURAL

84.9

E

F

G

H

I

HATCH INDICATES AREA

OUT OF SCOPE OF WORK

H A

T C

H I N

D

IC

A T

E S

A R

E A

O

U T

O F

S C

O P

E O

F W

O R

K

MULTI-PURPOSE

STORAGE

PLATFORM

STORAGE

20-A

STORAGE

21-A

STORAGE

STORAGE

S T

O R

A G

E

/SEE 1 A1.10 /SEE 1 A1.10

MATCH LINE MATCH LINE

OUT DOOR PLAY

AREA

1. (N) COLUMN, SEE STRUCTURAL

# PLAN KEYNOTES

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45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L S

C A

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KEY PLAN

AREA A

AREA B

DESCRIPTION DATE:

OUT OF SCOPE

OUT OF SCOPE

/2

/2

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A1.11

FLOOR PLAN -

AREA B

M-0379-24

PATRICK

ELEMENTRY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

1500 2ND AVE. GOLD HILL,

OR 97525

09-27-2024

TLB

JRR

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A1.11 1/8" = 1'-0"

FLOOR PLAN - AREA B1

A. ALL WORK AND MATERIALS SHALL CONFORM TO ALL

APPLICABLE STATE AND LOCAL REGULATIONS,

STANDARDS AND MFR. SPECIFICATIONS AND THE OSSC.

CONTACT PROJECT TEAM FOR DIRECTIVE IN THE EVENT

OF CONFLICTING STANDARDS AND SPECS.

B. VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS

PRIOR TO CONSTRUCTION. NOTIFY PROJECT TEAM OF ANY

DISCREPANCIES. DIMENSIONS ON THIS PLAN ARE NOT

SUITABLE FOR MATERIAL ORDERING USE. CONTRACTOR

MUST FIELD VERIFY ALL DIMENSIONS PRIOR TO BIDDING

AND ORDERING.

C. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN,

INSTALLATION, AND MAINTENANCE OF ALL TEMPORARY

ROOF ACCESS SYSTEMS. ALL SYSTEMS MUST COMPLY

WITH OSHA.

D. COORDINATE STAGING AND MATERIALS STORAGE AREA

WITH ANY APPLICABLE PARTIES.

E. SECURITY OF STORED MATERIAL IS THE RESPONSIBILITY

OF THE CONTRACTOR.

F. NO PORTION OF THE ROOF SHALL BE LEFT UNPROTECTED

AGAINST THE ELEMENTS BETWEEN CONTRACTOR SHIFTS.

G. SEE PLAN SET AND/OR SPECIFICATIONS FOR MORE

INFORMATION.

ROOF PLAN GENERAL NOTES

ROOF PLAN LEGEND

DS

(E) ROOFING TO REMAIN

(N) ROOFING ON (N) SHEATHING OVER (E)

DECKING

INDICATES ROOF STEP

DOWN SPOUT

ROOF SLOPE (ALWAYS INDICATES DOWN)

(N) SEISMIC JOINT

1 2 3 4 5 6 7 8

A

B

C

D

E

RIDGE

(E

S L O

P E

(E

S L O

P E

TYP

TYP

MATCH LINE MATCH LINE

/SEE 1 A1.21 /SEE 1 A1.21

1. REINSTALL (E) EXHAUST FAN

2. REINSTALL (E) CONDENSING UNIT

# ROOF KEYNOTES

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45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L S

C A

L E

KEY PLAN

AREA A

AREA B

DESCRIPTION DATE:

OUT OF SCOPE

OUT OF SCOPE

/2

/2

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S c h o o l R e tr o fi t/ M

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A1.20

ROOF PLAN - AREA

A

M-0379-24

PATRICK

ELEMENTRY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

1500 2ND AVE. GOLD HILL,

OR 97525

09-27-2024

TLB

JRR

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A1.20 1/8" = 1'-0"

ROOF PLAN - AREA A1

A. ALL WORK AND MATERIALS SHALL CONFORM TO ALL

APPLICABLE STATE AND LOCAL REGULATIONS,

STANDARDS AND MFR. SPECIFICATIONS AND THE OSSC.

CONTACT PROJECT TEAM FOR DIRECTIVE IN THE EVENT

OF CONFLICTING STANDARDS AND SPECS.

B. VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS

PRIOR TO CONSTRUCTION. NOTIFY PROJECT TEAM OF ANY

DISCREPANCIES. DIMENSIONS ON THIS PLAN ARE NOT

SUITABLE FOR MATERIAL ORDERING USE. CONTRACTOR

MUST FIELD VERIFY ALL DIMENSIONS PRIOR TO BIDDING

AND ORDERING.

C. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN,

INSTALLATION, AND MAINTENANCE OF ALL TEMPORARY

ROOF ACCESS SYSTEMS. ALL SYSTEMS MUST COMPLY

WITH OSHA.

D. COORDINATE STAGING AND MATERIALS STORAGE AREA

WITH ANY APPLICABLE PARTIES.

E. SECURITY OF STORED MATERIAL IS THE RESPONSIBILITY

OF THE CONTRACTOR.

F. NO PORTION OF THE ROOF SHALL BE LEFT UNPROTECTED

AGAINST THE ELEMENTS BETWEEN CONTRACTOR SHIFTS.

G. SEE PLAN SET AND/OR SPECIFICATIONS FOR MORE

INFORMATION.

ROOF PLAN GENERAL NOTES

ROOF PLAN LEGEND

DS

(E) ROOFING TO REMAIN

(N) ROOFING ON (N) SHEATHING OVER (E)

DECKING

INDICATES ROOF STEP

DOWN SPOUT

ROOF SLOPE (ALWAYS INDICATES DOWN)

(N) SEISMIC JOINT

84.9

E

F

G

H

I

(E) SLOPE

H

IP

H A

T C

H I N

D

IC

A T

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A R

T

O F

S C

O P

E O

F W

O R

K H

A T

C H

I N

D

IC

A T

E S

A R

T

O F

S C

O P

E O

F W

O R

K

MATCH LINE MATCH LINE

/SEE 1 A1.20 /SEE 1 A1.20

1. REINSTALL (E) EXHAUST FAN

2. REINSTALL (E) CONDENSING UNIT

3. (N) SEISMIC SEPARATION, B.O.D. CONSTRUCTION

SPECIALITIES EXPANSION JOINT COVER

# ROOF KEYNOTES

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45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L S

C A

L E

KEY PLAN

AREA A

AREA B

DESCRIPTION DATE:

OUT OF SCOPE

OUT OF SCOPE

/2

/2

:1

:3

P

M A u to d e s k D o c s /M

.P a tr ic k E le m e n ta ry

S c h o o l R e tr o fi t/ M

A

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H R

.r v t

A1.21

ROOF PLAN - AREA

B

M-0379-24

PATRICK

ELEMENTRY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

1500 2ND AVE. GOLD HILL,

OR 97525

09-27-2024

TLB

JRR

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A1.21 1/8" = 1'-0"

ROOF PLAN - AREA B1

RCP GENERAL NOTES

A. REFER TO ARCHITECTURAL FLOOR PLAN FOR ADDITIONAL

DIMENSIONS.

B. ALL DIMENSIONS ARE REFERENCED TO FACE OF FRAMING

U.N.O.

C. ALL HEIGHT REFERENCES ARE TAKEN FROM DATUM-T.O.S.

FOR AREA INDICATED.

D. PROVIDE WALL BACKING FOR REINFORCEMENT AS

REQUIRED.

E. PROVIDE SOLID BLOCKING FOR ALL 'J' BOXES SUSPENDED

LIGHT AND CEILING FAN FIXTURES, TELEVISION SUPPORT,

ARTIFACT SHELVES AND ANY OTHER CEILING MOUNTED

EQUIPMENT.

F. ANY LIGHT NOT DIMENSIONALLY LOCATED TO BE

CENTERED IN THE CEILING AREA OR ROOM AS

APPLICABLE. ALL "CAN" TYPE FIXTURES TO BE MOUNTED

IN THE CENTER OF THE CEILING TILES U.N.O.

G. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL BE

NOT LESS THAN 1 FOOT CANDLE AT THE WALKING

SURFACE. ALONG EXIT ACCESS STAIRWAYS, EXIT

STAIRWAYS AND AT THEIR REQUIRED LANDINGS, THE

ILLUMINATION LEVEL SHALL NOT BE LESS THAN 10 FOOT

CANDLES AT THE WALKING SURFACE WHEN THE

STAIRWAY IS IN USE.

H. PROVIDE OCCUPANCY SENSORS AND EMERGENCY

BATTERY BACKUP IN ALL SPACES RECEIVING NEW

LIGHTING.

I. ALL EXPOSED CONDUITS AND 'J' BOXES SHALL BE PAINTED

TO MATCH THE ADJACENT FINISH U.N.O.

J. ALL ROOMS THAT ARE TO RECEIVE A CEILING PATCH

SHALL BE PAINTED PTX IN ITS ENTIRETY U.N.O.

RCP LEGEND

(E) GYP CEILING

CEILING FINISHES

GYP GYPSUM WALL BOARD

ACT 2X4 ACOUSTICAL LAY-IN PANEL

ACT2 12X12 ACOUSTICAL DIRECT ATTACHED

CEILING HEIGHT

VAR VARIES

M.E. MATCH EXISTING

ADDITIONAL NOTES

1. NONE

(E) ACT CEILING

(N) CEILING PER PLAN

(N) LIGHTING

LUMINAIRE LEGEND :

(N) RETURN AND SUPPLY REGISTER

MECHANICAL LEGEND :

(N) SOFFIT / DECKING

(E) SOFFIT / DECKING

(N) ACT CEILING

(E) CONDUIT

(N) SEISMIC JOINT

(N) 12X12 ACT CEILING

ACT

8'-0"

CEILING TAG CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

(E) 12X12 ACT CEILING

1 2 3 4 5 6 7 84.9

A

B

C

D

E

CLASSROOM

CLASSROOM

CLASSROOM

STORAGE

MAIN OFFICE

PRINCIPALS

OFFICE

BOILER ROOM

OFFICE

CUSTODIAN

OFFICE

GIRLS

RESTROOM

BOYS

RESTROOM

KITCHEN

COLD

STORAGE

DRY

STORAGE

/SEE 1 A2.11 /SEE 1 A2.11

MATCH LINE MATCH LINE

TYP

TYP

TYP

HEALTH

CENTER

ACT2

7' - 9"

ACT2

8' - 0"

ACT2

8' - 0"

ACT2

8' - 0"

ACT2

12' - 7"

ACT2

12' - 7"

ACT2

12' - 7"

ACT2

12' - 7"

1. REINSTALL (E) DUCTWORK

2. INSTALL (N) LIGHT FIXTURE

3. INSTALL (N) ATTIC ACCESS HATCH

# RCP KEYNOTES

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45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L S

C A

L E

KEY PLAN

AREA A

AREA B

DESCRIPTION DATE:

OUT OF SCOPE

OUT OF SCOPE

/2

/2

:1

:4

P

M A u to d e s k D o c s /M

.P a tr ic k E le m e n ta ry

S c h o o l R e tr o fi t/ M

A

R C

H R

.r v t

A2.10

REFLECTED

CEILING PLAN -

AREA A

M-0379-24

PATRICK

ELEMENTRY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

1500 2ND AVE. GOLD HILL,

OR 97525

09-27-2024

TLB

JRR

S C

H E

M A

T

IC

D E

S

IG

N N

O T

F O

R C

O N

S T

R U

C T

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A2.10 1/8" = 1'-0"

REFLECTED CEILING PLAN - AREA A1

RCP GENERAL NOTES

A. REFER TO ARCHITECTURAL FLOOR PLAN FOR ADDITIONAL

DIMENSIONS.

B. ALL DIMENSIONS ARE REFERENCED TO FACE OF FRAMING

U.N.O.

C. ALL HEIGHT REFERENCES ARE TAKEN FROM DATUM-T.O.S.

FOR AREA INDICATED.

D. PROVIDE WALL BACKING FOR REINFORCEMENT AS

REQUIRED.

E. PROVIDE SOLID BLOCKING FOR ALL 'J' BOXES SUSPENDED

LIGHT AND CEILING FAN FIXTURES, TELEVISION SUPPORT,

ARTIFACT SHELVES AND ANY OTHER CEILING MOUNTED

EQUIPMENT.

F. ANY LIGHT NOT DIMENSIONALLY LOCATED TO BE

CENTERED IN THE CEILING AREA OR ROOM AS

APPLICABLE. ALL "CAN" TYPE FIXTURES TO BE MOUNTED

IN THE CENTER OF THE CEILING TILES U.N.O.

G. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL BE

NOT LESS THAN 1 FOOT CANDLE AT THE WALKING

SURFACE. ALONG EXIT ACCESS STAIRWAYS, EXIT

STAIRWAYS AND AT THEIR REQUIRED LANDINGS, THE

ILLUMINATION LEVEL SHALL NOT BE LESS THAN 10 FOOT

CANDLES AT THE WALKING SURFACE WHEN THE

STAIRWAY IS IN USE.

H. PROVIDE OCCUPANCY SENSORS AND EMERGENCY

BATTERY BACKUP IN ALL SPACES RECEIVING NEW

LIGHTING.

I. ALL EXPOSED CONDUITS AND 'J' BOXES SHALL BE PAINTED

TO MATCH THE ADJACENT FINISH U.N.O.

J. ALL ROOMS THAT ARE TO RECEIVE A CEILING PATCH

SHALL BE PAINTED PTX IN ITS ENTIRETY U.N.O.

RCP LEGEND

(E) GYP CEILING

CEILING FINISHES

GYP GYPSUM WALL BOARD

ACT 2X4 ACOUSTICAL LAY-IN PANEL

ACT2 12X12 ACOUSTICAL DIRECT ATTACHED

CEILING HEIGHT

VAR VARIES

M.E. MATCH EXISTING

ADDITIONAL NOTES

1. NONE

(E) ACT CEILING

(N) CEILING PER PLAN

(N) LIGHTING

LUMINAIRE LEGEND :

(N) RETURN AND SUPPLY REGISTER

MECHANICAL LEGEND :

(N) SOFFIT / DECKING

(E) SOFFIT / DECKING

(N) ACT CEILING

(E) CONDUIT

(N) SEISMIC JOINT

(N) 12X12 ACT CEILING

ACT

8'-0"

CEILING TAG CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

(E) 12X12 ACT CEILING

84.9

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OUT OF SCOPE OF WORK

H A

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H I N

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A R

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F W

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MULTI-PURPOSE

PLATFORM

STORAGE

STORAGE

20-A

STORAGE

STORAGE

STORAGE

21-A

STORAGE

/SEE 1 A2.10 /SEE 1 A2.10

HALL

MATCH LINE MATCH LINE

STORAGE

OUT DOOR PLAY

AREA

1. REINSTALL (E) DUCT WORK

# RCP KEYNOTES

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O N S T R U C T

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45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L S

C A

L E

KEY PLAN

AREA A

AREA B

DESCRIPTION DATE:

OUT OF SCOPE

OUT OF SCOPE

/2

/2

:1

:4

P

M A u to d e s k D o c s /M

.P a tr ic k E le m e n ta ry

S c h o o l R e tr o fi t/ M

A

R C

H R

.r v t

A2.11

REFLECTED

CEILING PLAN -

AREA B

M-0379-24

PATRICK

ELEMENTRY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

1500 2ND AVE. GOLD HILL,

OR 97525

09-27-2024

TLB

JRR

S C

H E

M A

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IC

D E

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N N

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F O

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O N

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C T

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A2.11 1/8" = 1'-0"

REFLECTED CEILING PLAN - AREA B1

S

EXPIRES: 06-30-26

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70888

OREGON

E RNG

I NE E

4u l y 08, 20

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I T-P R E L

IM

IN

A R Y

N O

T F

O R C

O N S T R U C T

IO

N

45 Hawthorne Street Medford, OR 97504

541.500.8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E

IN

C H

E Q

U A

L S

F U

L L S

C A

L E

DESCRIPTION DATE:

/1

/2

:3

:2

A

M A u to d e s k D o c s /M

.P a tr ic k E le m e n ta ry

S c h o o l R e tr o fi t/ M

S

T R

U C

T R

.r v t

S0.01

STRUCTURAL

GENERAL NOTES

M-0379-24

PATRICK

ELEMENTARY

SCHOOL SEISMIC

RETROFIT

CENTRAL POINT SCHOOL

DISTRICT 6

300 ASH STREET, CENTRAL

POINT, OR

9-27-2024

MEG

SKN

S C

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GENERAL INFORMATION:

1. STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS

RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR

SHOP DRAWINGS AND WORK. THESE GENERAL NOTES SUPPLEMENT THE PROJECT

SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE

GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL

BE AS SHOWN FOR SIMILAR WORK.

2. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS

RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE

REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR

SEQUENCES.

3. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM

CONDITIONS SHOWN ON THE DRAWINGS.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND

METHODS. RESPONSIBILITY SHALL INCLUDE BUT NOT LIMITED TO DEMOLITION AND

CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO

COMPLETE CONSTRUCTION.

5. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL BE

THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE SPECIFICATIONS OR CODE MOST

RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. THESE STRUCTURAL NOTES ARE TO BE

USED AS A SUPPLEMENT TO THE SPECIFICATIONS.

6. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RESISTING SYSTEMS HAVE

BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE

STABILITY OF THE STRUCTURE AND ITS PARTS HAVE BEEN MADE.

7. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND

CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ARCHITECT AND

STRUCTURAL ENGINEER OF RECORD.

8. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED,

ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

9. ALL KEYNOTES INDICATE NEW ITEMS TYPICALLY UNLESS NOTED OTHERWISE.

CODE REQUIREMENT:

1. CONFORM TO THE 2022 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2021

INTERNATIONAL BUILDING CODE (IBC). NOTE: THIS APPLIES TO ALL REFERENCES TO OSSC.

DESIGN CRITERIA:

1. THE WORK UNDER THE FOLLOWING SPECIFICATION SECTIONS IS SUBJECT TO SPECIAL

INSPECTIONS AS DESCRIBED IN SECTION 1704 OF THE OSSC.

2. DESIGN IS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO

THE DEAD LOADS, THE FOLLOWING LOADING AND ALLOWABLE LOAD IS USED FOR DESIGN:

A. LIVE LOADS:

ASSEMBLY 100 PSF

ROOF 20 PSF

CLASSROOM 40 PSF

OFFICE SPACE 50 PSF

B. GROUND SNOW LOAD: 22 PSF

EXPOSURE FACTOR 1.0

THERMAL FACTOR 1.0

FLAT ROOF SNOW LOAD 22 PSF

C. WIND LOAD:

BASIC WIND SPEED (3-SECOND GUST) 100 MPH

WIND EXPOSURE B

WIND IMPORTANCE FACTOR 1.0

INTERNAL PRESSURE COEFFICIENT 0.18

TOPOGRAPHIC FACTOR 1.0

D. EARTHQUAKE DESIGN DATA:

BSE-1E

SS 0.137g S1 0.072g SXS 0.178g

BSE-2E

SS 0.48g S1 0.271g SXS 0.624g

SITE CLASS C

SEISMIC DESIGN CATEGORY D

STRUCTURAL OBSERVATION:

THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS.

FOOTNOTES:

1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SER IN ADVANCE.

2. AOR - ARCHITECT OF RECORD

SER - STRUCTURAL ENGINEER OF RECORD.

3. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE

VISIT.

4. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL

DRAWINGS, SPECIAL INSPECTION IS STILL REQUIRED.

5. AFTER REINFORCING STEEL HAS BEEN INSTALLED.

SPECIAL INSPECTION:

1. SEE SHEETS S0.02 FOR SPECIAL INSPECTION REQUIREMENTS.

SUBMITTALS:

1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND

CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING:

A. CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCEMENT (INCLUDING MILL

TEST REPORTS), STRUCTURAL STEEL (INCLUDING MILL TEST REPORTS)

B. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT

AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER OF

RECORD.

C. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING,

AND ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE

STRUCTURE. ANY CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO OSSC AND

SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION.

PROJECT STRUCTURAL NOTES (GOLD HILL, JACKSON COUNTY, OR 97525) DIVISION 03 - CONCRETE

CONCRETE:

1. CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:

2. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS

WITH MOISTURE SENSITIVE FLOOR COVERINGS, AND VERIFY COORDINATE WITH PROJECT

SPECIFICATIONS.

3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS:

• f'c=4,000 psi: 550 lbs.

4. FLY ASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST

DATA.

5. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA COMPLIANT WITH OSSC SECTION 1905, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE

CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN.

6. A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH

THE MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN

MIXES. A HIGH-RANGE WATER-REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 8". AN

AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR

EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL

BE 5% +/- 1% BY VOLUME.

CONCRETE CAST IN PLACE:

1. STRUCTURAL CALCULATIONS ARE BASED ON 2,500 psi CONCRETE STRENGTH, THEREFORE SPECIAL

INSPECTION IS NOT REQUIRED PER OSSC 1705.3.

2. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" WITHOUT THE USE OF ADMIXTURES AS NOTED.

3. A MINIMUM OF THREE (3) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH ONE

HUNDRED (100) CU. YARDS, OR EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH. CYLINDERS

SHALL BE TESTED AS FOLLOWS:

A. ONE (1) AT SEVEN (7) DAYS, AND

B. TWO (2) AT TWENTY-EIGHT (28) DAYS

4. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS.

ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE PROVISIONS OF ACI 318-19 "BUILDING

CODE REQUIREMENTS FOR REINFORCED CONCRETE". TWO (2) SETS OF MIX DESIGNS, WITH

COMPLETE STATISTICAL BACKUP, SHALL BE SUBMITTED FOR REVIEW.

5. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL CONFORM WITH THE

SPECIFICATIONS CONTAINED IN THE ACI "MANUAL OF CONCRETE PRACTICE".

6. CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND.

7. BOND NEW CONCRETE TO EXISTING CONCRETE WITH "WELD-CRETE", AS MANUFACTURED BY

LARSON PRODUCTS CORPORATION, OR APPROVED. AS A MINIMUM, EXISTING CONCRETE SURFACES

SHALL BE ROUGHENED BY CHIPPING TO A MINIMUM 1/4" AMPLITUDE TO EXPOSE COARSE

AGGREGATE. PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

8. ALL EXPOSED CORNERS SHALL HAVE 3/4" CHAMFER, UNLESS NOTES OTHERWISE.

CONCRETE REINFORCING STEEL:

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN

PLACE WITH #16 ANNEALED IRON WIRE.

2. BARS IN SLABS SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STRANDED PRACTICE, MSP-1. REINFORCING STEEL

SHALL BE DETAINED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE, MSP-1

REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULE, EXCEPT AS NOTED. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON BAR-GRIP SPLICES OR APPROVED WITH A CURRENT ICC

APPROVAL REPORT.

NOTES:

A. DIMENSIONS ARE IN INCHES.

B. CASES 1 AND 2 ARE DEFINED AS FOLLOWS: (db = BAR DIAMETER)

a. BEAMS OR COLUMNS:

• CASE 1: COVER ≥ db AND c-c SPACING ≥ 2db

• CASE 2: COVER < db OR c-c SPACING < 2db

b. ALL OTHERS:

• CASE 1: COVER ≥ db AND c-c SPACING ≥ 3db

• CASE 2: COVER < db OR c-c SPACING < 3db

C. FOR TOP BARS, MULTIPLY LAP LENGTH ABOVE BY 1.3. TOP BARS ARE HORIZONTAL BARS

WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS.

3. REINFORCEMENT SHALL BE SECURED IN FORMS WITH TIES AND ANCHORAGE TO PREVENT

DISPLACEMENT. ALL TIE WIRE SHALL BE MIN. #16 ANNEALED STEEL.

4. ALL REINFORCING STEEL SHALL BE TIED 100% ALONG ALL PERIMETER EDGES AND 50%FIELD.

5. REINFORCING (MINIMUM UNLESS NOTED OTHERWISE ON PLANS)

A. PLACE TWO (2) NO. 4 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS OF ALL

FOUNDATIONS.

B. PLACE BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN

SIZE AND NUMBER TO HORIZONTAL REINFORCING WITH LEGS THAT SATISFY THE REQUIRED

LAP SPLICE LENGTH PER SCHEDULE ABOVE.

C. PLACE TWO (2) NO. 4x OPENING DIMENSIONS PLUS 4'-0" EACH SIDE OF ALL OPENINGS AND TWO (2) NO. 4x4'-0" DIAGONAL BARS AT EACH CORNER OF ALL SLAB OPENINGS GREATER

THAN 1'-6" IN DIMENSION.

6. ALL WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. ALL WIRE FABRIC SHALL BE SUPPLIED, LAID IN FLAT SHEETS AND CHAIRED TO PROPER POSITION IN SLABS. LAP ONE (1) FULL

MESH PLUS 2" ON SIDES AND ENDS.

7. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI

DETAILING MANUAL 315.

A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED.

B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER

TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER.

C. SPLAY REINFORCING STEEL AROUND OPENINGS WITH 1" IN 10" SPLAY, UNLESS NOTED

OTHERWISE.

D. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE:

• 3" TO BOTTOM OF FOOTING

• 2" TO EARTH FACE OF WALL

• 3/4" TO INSIDE FACE OF WALL

• 1 1/2" TO MAIN STEEL BEAMS AND COLUMNS

• 3/4" SLAB TO TOP AND BOTTOM SURFACES, CENTER OF SLAB ON GRADE

8. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT, UNLESS INDICATED

ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

9. REINFORCEMENT COUPLERS SHALL BE LENTON, FOX-HOWLETT OR APPROVED, CAPABLE OF

DEVELOPING ONE HUNDRED TWENTY-FIVE PERCENT (125%) OF THE SPECIFIED YIELD STRENGTH OF

THE REINFORCEMENT.

CONCRETE ACCESSORIES:

1. EPOXY ADHESIVE SHALL BE SIMPSON SET-3G OR APPROVED WITH EQUIVALENT ICC ALLOWABLE

TENSION AND SHEAR VALUES. EPOXY ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE

WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING

CONCRETE DURING INSTALLATION.

2. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED, GALVANIZED

AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON

EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING.

3. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER

(AAI) AS CERTIFIED THROUGH ACI/CRSI, OR AN APPROVED ALTERNATE WHEN SUBMITTED AND

APPROVED BY THE EOR (ACI 318-19 D.9.2.2)/(ACI 318-19 17.8.2.2). PROOF OF CURRENT CERTIFICATION

SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF

INSTALLATION.

4. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS (ACI 318-19 17.2.2).

DIVISION 04 - MASONRY

CONCRETE MASONRY:

1. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, SAMPLED AND TESTED IN

ACCORDANCE WITH ASTM C140 WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2,800 psi.

LINEAR SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'm = 2,000 psi AS VERIFIED BY PRISM TESTS BEFORE AND DURING

CONSTRUCTION. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS

AND DETAILS AND, IF NOT SHOWN, SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL".

MORTAR:

1. MORTAR SHALL BE TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1,800 psi, AND

SHALL CONFORM TO OSSC SECTION 2103.

MASONRY GROUT:

1. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS AND SHALL

CONFORM TO OSSC SECTION 2103. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS

MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE

MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. ALL CELLS CONTAINING

VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. FULLY GROUT WALLS WHERE

INDICATED.

MASONRY REINFORCING STEEL:

1. REINFORCING SHALL CONFORM TO OSSC SECTION 2103. DEFORMED BARS SHALL BE ASTM A615 GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH TMS 602 SECTION 3.4. UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS:

2. BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES.

PROVIDE A BOND BEAM WITH TWO #5 BARS HORIZONTALLY ABOVE AND BELOW ALL OPENINGS, AND

EXTEND THESE BARS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING

VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR

HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL

INTERSECTIONS. LAP ALL BARS AT SPLICES 48 DIAMETERS, WITH A MINIMUM LAP OF 18", EXCEPT AS

NOTED.

DIVISION 05 - METALS

STRUCTURAL STEEL AND MISCELLANEOUS IRON:

STRUCTURAL STEEL SHALL BE:

1. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" WITH

"COMMENTARY" AND THE "CODE OF STANDARD PRACTICE", WITH EXCEPTIONS NOTED IN

SPECIFICATIONS.

2. DRAWINGS ARE DIMENSIONED FOR LAYOUT AND NOT DIMENSIONED PER AISC STANDARDS. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE BETWEEN ALL DRAWINGS AND

DEVELOP SHOP DRAWINGS WITH DETAIL AND DIMENSIONING PER AISC.

3. ALL FABRICATION, ERECTION, IDENTIFICATION, AND PAINTING SHALL CONFORM TO AISC

SPECIFICATIONS.

4. ALL STEEL EXPOSED TO WEATHER, SOIL, MOISTURE, OR AS DENOTED ON PLANS SHALL BE HOT DIP

GALVANIZED PER ASTM A-123, OR OTHER APPROVED PROTECTIVE COATING.

5. ALL WELDING SHALL CONFORM TO AWS (LATES EDITION) SPECIFICATIONS.

A. ALL WELDERS TO BE QUALIFIED UNDER AWS SPECIFICATIONS WITHIN THE PAST TWO YEARS

FOR THE TYPE OF WELDING PERFORMED.

B. ALL WELDS SHALL BE PERFORMED USING PRE-QUALIFIED WELDING PROCEDURES.

C. WELDS FILLER METAL SHALL BE AWS A5.1 OR A5.5 E70XX ELECTRODES OR AWS A5.18 ER70S-X

OR A5.2 E7XT-X.

D. AFTER FABRICATION, BUT BEFORE INSTALLATION, REMOVE RUST, SCALE, GREASE, AND OIL

BY WIRE BRUSHING AND CHEMICAL TREATMENT.

E. WELDING OF REINFORCING STEEL SHALL BE AS SPECIFIED IN THESE STRUCTURAL NOTES

UNDER "CONCRETE REINFORCING STEEL".

F. WELDS TO METAL DECK, METAL STUDS OR OTHER LIGHT GAUGE METALS SHALL CONFORM

WITH AWS D1.3.

6. ALL MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS, UNLESS NOTED

OTHERWISE ON PLANS. MACHINE BOLTS SHALL CONFORM TO ASTM A 307, GRADE A.

7. STRUCTURAL STEEL AND MISCELLANEOUS IRON:

A. ADHESIVE ANCHORS SHALL BE I.C.B.O. APPROVED AND SHALL CONSIST OF ALL-THREAD

ANCHOR ROD, NUT, WASHER AND EPOXY INJECTION GEL SYSTEM. ANCHOR RODS SHALL BE

MANUFACTURED FROM:

a. A-36 MATERIAL (ZINC PLATED IN ACCORDANCE WITH ASTM B 633, HOT-DIPPED

GALVANIZED IN ACCORDANCE WITH ASTM A 153).

b. ASTM A 193, GRADE B-7 MATERIAL (ZINC PLATED IN ACCORDANCE WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153).

c. A.I.S.I. 304 OR 316 STAINLESS STEEL, IN ACCORDANCE WITH ASTM F 593. ANCHOR

RODS SHALL HAVE ROLLED THREADS. NUTS SHALL CONFORM WITH ASTM A 194.

ACCEPTABLE ADHESIVE INJECTION GEL SYSTEMS ARE THE SIMPSON SET-3G.

ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

8. ANCHOR BOLT SHALL CONFORM WITH ASTM A 307, GRADE A, AND SHALL BE PROVIDED WITH

STANDARD WASHERS AND NUTS. GALVANIZE EXTERIOR BOLTS. GALVANIZING SHALL BE IN

ACCORDANCE WITH ASTM A 153, CLASS C. NUTS SHALL BE OVER-TAPPED TO CLASS 2A FIT BEFORE

GALVANIZING, IN ACCORDANCE WITH ASTM A 563.

9. ERECTION AIDS (SUCH AS BOLTS, CLIPS, SHIMS, SEATS OR ANY OTHERS REQUIRED TO FACILITATE

CONSTRUCTION) ARE THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE.

10. ALL BRACING SHALL HAVE TWO (2) BOLT CONNECTIONS, UNLESS NOTED OTHERWISE. ALL CROSS BRACING SHALL BE BOLTED AT INTERSECTIONS WITH TWO (2) BOLT MINIMUM FOR ST AND ONE (1)

BOLT FOR ANGLES. PROVIDE FILLER PLATE BETWEEN CROSS BRACES, AS REQUIRED.

11. ALL FIELD WELDS TO GALVANIZED STEEL AND AREAS DAMAGED BY WELDING, FLAME CUTTING OR

HANDLING, SHALL BE REPAIRED WITH AN ORGANIC COLD GALVANIZING COMPOUND HAVING A

MINIMUM OF NINETY-FOUR PERCENT (94%) ZINC DUST IN THE DRY FILM. APPLY IN MULTIPLE COATS, UNTIL AN 8 MIL THICKNESS HAS BEEN ACHIEVED. SURFACES TO RECEIVE ZINC-RICH PAINT SHALL BE

CLEAN, DRY AND FREE OF OIL, GREASE, SALT AND CORROSION PRODUCTS.

12. ALL EMBEDDED STEEL SHALL BE FABRICATED FROM MATERIAL CONFORMING WITH THE

REQUIREMENTS OF ASTM A 36. HOT-DIP GALVANIZE IN ACCORDANCE WITH ASTM A 123, UNLESS

NOTED OTHERWISE.

4,000 0.45 N/A SPREAD FOOTINGS

4,000 0.50 N/A INTERIOR SLABS ON GRADE

3,500 0.42 N/A

EXPOSED SLABS ON GRADE OR METAL

DECK

f'c (PSI) NON AIR-ENTRAINED AIR-ENTRAINED USE

ABSOLUTE WATER-CEMENT RATIO BY WEIGHT

#6 43 64 37 56 33 50 31 46

#5 36 54 31 47 28 42 25 38

#4 29 43 25 37 22 33 20 31

#3 22 32 19 28 17 25 16 23

CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2

BAR SIZE

3,000 psi 4,000 psi 5,000 psi 6,000 psi

TYPICAL LAP SPLICE LENGTH SCHEDULE

8" #5 @ 24" o.c. (2) #5 @ 24" o.c.

STACK BOND

WALL THICKNESS VERTICAL BARS

HORIZONTAL BARS

TYPICAL MASONRY WALL REINFORCING

ASTM A53, GRADE B (Fy = 35 KSI) PIPES

ASTM A500, GRADE B (Fy = 46 KSI) HOLLOW STRUCTURAL SECTIONS (TUBES)

ASTM A36 CHANNELS, PLATES, AND ANGLES, U.N.O.

ASTM A572, GRADE 50 PLATES WHERE NOTED

STRUCTURAL STEEL

AS REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF. NOTES 1, 3, 4

DURING INITIAL STEEL ERECTION X REF. NOTES 1, 3, 4

PRIOR TO FIRST CONCRETE POUR X REF. NOTES 1, 3, 4, 5

AOR SER

ITEM

OBSERVED BY (2)

COMMENTS

STRUCTURAL OBSERVATION

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

FRAMING LUMBER:

1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH AND SHALL BE GRADED UNDER THE MOST

RECENTLY ADOPTED RULES OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB).

2. ALL BEAMS AND JOISTS SHALL BE NO. 2 MINIMUM, UNLESS INDICATED OTHERWISE ON THE PLANS.

3. ALL STUDS AND BLOCKING SHALL BE NO. 2.

4. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED SHALL BE PRESSURE TREATED IN

ACCORDANCE WITH AWPA STANDARD C-2 AND SHALL BEAR THE AWPA QUALITY MARK.

5. DOUBLE ALL JOISTS UNDER WALL PARTITIONS, AND PROVIDE BLOCKING BETWEEN JOISTS WHERE

BEARING WALLS ARE PERPENDICULAR TO JOISTS.

6. ALL GLULAM BEAMS TO BE 24F-V4 TYPICAL. 24F-V8 FOR CANTILEVERED OR CONTINUOUS SPAN.

7. ALL LVL LUMBER TO BE MICROLAM LVL OR APPROVED EQUAL.

PLYWOOD SHEATHING:

1. ALL PLYWOOD SHALL BE C-D GRADE WITH EXTERIOR GLUE MANUFACTURED IN ACCORDANCE WITH

THE UNITED STATES PRODUCT STANDARDS PS 1-83/ANSI A199.1 "FOR CONSTRUCTION AND

INDUSTRIAL PLYWOOD" AND SHALL CONFORM TO OSSC SECTION 2303 AND SHALL BEAR THE APA

TRADEMARK OF THE APA.

2. PLYWOOD SHALL BE LAID WITH END JOINTS STAGGERED.

3. BLOCK ALL SHEAR WALL SHEATHING WITH 2x BLOCKING AT ALL EDGES.

4. ROOF SHEATHING TO BE UNBLOCKED 5/8" C-D 24/0 PLY, UNLESS NOTED OTHERWISE ON PLANS.

5. EXTERIOR WALLS TO BE 7/16" EXPOSURE I, C-D PLY. OR OSB SHEATHING U.N.O. SEE PLANS FOR

SHEAR WALL TYPE AND CORRESPONDENCE SHEAR WALL SCHEDULE FOR REQUIREMENTS.

6. OSB MAY BE SUBSTITUTED FOR PLYWOOD WITH SAME SPAN RATING.

NAILING AND FASTENERS:

1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO OSSC TABLE 2304.10.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS.

SUBSTITUTION OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL.

2. POWER DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF DATA IS SUBMITTED AND

APPROVED PRIOR TO USE.

3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (M.B.) CONFORMING TO ASTM A307.

ALL BOLTS AND LAGS SHALL BE INSTALLED WITH STANDARD WASHERS, UNLESS NOTED.

4. JOIST HANGERS, HOLDOWNS AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE AS MANUFACTURED BY SIMPSON COMPANY, SAN LEANDRO, CA. ALL HARDWARE IS

TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, U.N.O.

5. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE.

6. PRE-DRILL HOLES FOR LAG BOLTS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLATION.

7. EPOXY ANCHOR BOLTS AND ADHESIVE INDICATED ON DRAWINGS MAY BE SUBSTITUTED UPON

CONTRACTORS REQUEST WITH E.O.R. APPROVED EQUAL. DEPTH OF EMBEDMENT SHALL BE AS PER MANUFACTURER SPECIFICATIONS, UNLESS NOTED OTHERWISE. INSTALL ALL EPOXY FASTENERS IN

STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.

8. SILL AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER x 10" LONG ANCHOR BOLTS AT 4'-0" o.c. MAXIMUM AND WITHIN 1'-0" OF SILL PLATE ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. STEEL PLATE WASHERS SHALL BE INSTALLED AT ALL ANCHOR BOLTS IN SHEAR WALLS, WITH MINIMUM DIMENSIONS OF 3" x 3" x 3/16" THICK, AND SHALL BE INSTALLED WITHIN 1/2" OF

SHEATHING FACE. SIMPSON BPS BEARING PLATE OR APPROVED EQUAL MAY BE USED.

EQ. EQ.

SHEAR PARALLEL TO WALL

TOP OF MASONRY WALL FACE OF MASONRY WALL

VERTICAL SHEAR

SHEAR PARALLEL TO WALL

FACE OF MASONRY WALL

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SEISMIC ISOLATION SYSTEMS IN

SEISMICALLY ISOLATED STRUCTURES

1705.13.8 X

REQUIRED DURING FABRICATION AND

INSTALLATION OF ISOLATOR UNITS AND

ENERGY DISSIPATING DEVICES.

SEISMIC ISOLATION SYSTEMS

DESIGNATED SEISMIC SYSTEM

VERIFICATION

1705.13.4 X

VERIFY THAT THE LABEL, ANCHORAGE OR

MOUNTING CONFORMS TO THE CERTIFICATE

OF COMPLIANCE. DESIGNATED SEISMIC

SYSTEMS SHALL BE QUALIFIED IN

ACCORDANCE WITH ASCE 7-16 13.2.2

DESIGNATED…