B08_Attachment_2_PINN_331043_Drawings.pdf

BEAR VALLEY SCHOOL, CA. 1905 (PROVIDED BY NPS)

BEAR VALLEY SCHOOL, 2025 (ANDERSON HALLAS ARCHITECTS)

PACIFIC WEST

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

OF

SHEET

DEPARTMENT OF THE INTERIOR

UNITED STATES

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

PMIS/PKG NO.

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with design Development (Title I)

Drawing No.

Variance from Design Development (Title I) Approved by Superintendent on

Date

OR

Construction Drawing Not Preceded by Design Development (Title I)

OR

Project Manager Date

InitialDateREVISIONSheetMark

BEAR VALLEY SCHOOL

PINNACLES NATIONAL PARK

CAPACIFIC WEST SAN BENITO

100% CD

CALIFORNIA

ANDERSON HALLAS ARCHITECTS, PC

STRUCTURAL:

JVA CONSULTING ENGINEERS

BOULDER, CO

80302

CIVIL:

OTAK

PORTLAND, OR

97204

PRIME / ARCH:

ANDERSON HALLAS, PC

GOLDEN, CO

80401

140P2021D0014

PMIS

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BEAR VALLEY SCHOOL REHABILITATION

1 12

331043

XXX

XXXXX

331043

PINNACLES NATIONAL PARK

BEAR VALLEY SCHOOL REHABILITATION PHASE 1

PROJECT LOCATION

PINNACLES NATIONAL PARK

PROJECT LOCATION

BEAR VALLEY SCHOOL AT

PINNACLES NATIONAL PARK

BEAR VALLEY SCHOOL

CA-25

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY C.O.

IN WRITING OF ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS AND REQUEST CLARIFICATION PRIOR

TO PROCEEDING WITH CONSTRUCTION.

SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM

THE C.O. PRIOR TO PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE PROJECT SCOPE OF WORK, SCHEDULE, AND DEADLINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADVISING THE C.O. OF ALL ITEMS REQUIRING A LONG LEAD TIME UPON NOTICE TO PROCEED THAT WILL AFFECT THE SCHEDULE.

ORDER CONFIRMATIONS AND DELIVERY DATES FOR THE ITEMS IN QUESTION SHALL BE INCLUDED IN THE

CONSTRUCTION SCHEDULE AND SUBMITTED TO THE C.O.

ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES (SEE CODE SUMMARY THIS SHEET FOR LIST

OF APPLICABLE CODES).

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LAYOUT AND COORDINATION OF DIMENSIONS IN

THE FIELD THAT ESTABLISH WORK POINTS FOR THEIR WORK AND VARIOUS TRADES.

“ALIGN” AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME

PLANE.

DIMENSIONS ARE TO FACE OF <N> STUD WHERE INTERFACING WITH <N> FRAMING AND TO FACE OF FINISH

WHERE INTERFACING WITH <E> WALLS, UON.

TYPICAL (TYP) OR SIMILAR (SIM) NOTATION USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS ARE THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. ACTUAL CONDITIONS MAY VARY, BUT DO NOT REVOKE THE INTENT OF THE CONFIGURATION INDICATED. DETAILS ARE USUALLY KEYED AND NOTED “TYPICAL” OR “SIMILAR” ONLY ONCE WITH THE FIRST OCCURRENCE AND ARE

REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS NOTED OTHERWISE.

INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE CONTRACT DOCUMENTS ARE

MORE STRINGENT.

ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED BUT REQUIRED FOR PROPER

INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR.

THE CONTRACTOR SHALL FURNISH TO THE C.O. ALL WARRANTIES AND GUARANTEES REQUIRED AT THE

CONCLUSION OF THE PROJECT.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HOOK UPS / UTILITY CONNECTIONS, ETC. TO TEMPORARY

TRAILERS.

IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, NOTIFY THE C.O. FOR RESOLUTION.

THE CONSTRUCTION SITE IS TO BE KEPT CLEAN AND FREE OF DEBRIS. THE CONTRACTOR IS RESPONSIBLE

FOR ALL PHASES OF SECURING, HANDLING, TRANSPORTING AND DISPOSING OF DEBRIS.

THE CONTRACTOR SHALL NOT SHUT OFF OR INTERRUPT ANY SYSTEMS OR SERVICES WITHOUT FIRST

COORDINATING WITH THE C.O.

THE CONTRACTOR SHALL COORDINATE WITH THE C.O. TO IDENTIFY AND PROTECT EXISTING STRUCTURE, SYSTEMS, UTILITIES, SURFACES AND FINISHES WHICH ARE TO REMAIN. ALL SYSTEMS DAMAGED DURING

CONSTRUCTION ARE TO BE REPAIRED BY THE CONTRACTOR AT THEIR EXPENSE.

DELIVERY AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT (STAGING AREAS) IS TO BE

COORDINATED WITH THE C.O.

PROVIDE ELECTROLYTIC PROTECTION / ISOLATION BETWEEN ALL DISSIMILAR METALS, WHERE THEY OCCUR

TO PREVENT ELECTROLYTIC REACTION AND/OR CORROSION.

ALL <N> WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE

TREATED TO PREVENT MOISTURE WICKING AND TO RESIST DECAY.

GENERAL NOTES

ROOM

250 SF

A#.#

FIRST FLOOR

100'-0"

KEY NOTE

ELEVATION MARK NORTH ARROW

BUILDING

SECTION MARK

ROOM

TAG

SYMBOLS

BLD

G.

NORTH

BUILDING

NORTH ARROW

A2??

1 A4??

ELEVATION VIEW MARK

GRID MARK

X

CODE ANALYSIS

REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR ADDITIONAL CODE INFORMATION

PROJECT NAME: REHABILITATE BEAR VALLEY SCHOOL

ADDRESS: SAN BENITO COUNTY, CA 95403

AHJ: PINNACLES NATIONAL PARK

STRUCTURAL FIRE AHJ: NATIONAL PARK SERVICE, PACIFIC WEST REGION

CLIMATE ZONE: 3C WARM MARINE PER 2024 IECC (EXEMPT FROM IECC PER BELOW)

SCOPE OF WORK

BEAR VALLEY SCHOOL REHABILITATION INCLUDES SELECT STRUCTURAL MODIFICATIONS IN ADVANCE OF A FUTURE CHANGE OF OCCUPANCY WITHOUT A CHANGE IN RISK CATEGORY. PHASE 1 WORK INCLUDES THE FOLLOWING:

CONSTRUCTION OF A MODERN, CODE-COMPLIANT FOUNDATION UTILIZING CONTRACTED CONSTRUCTION

SERVICES

RECONSTRUCTION OF PORCH FLOOR TO ADDRESS DETERORIATION AND FUTURE CHANGE OF OCCUPANCY

SEISMIC RETROFITS

APPLICABLE CODES AND STANDARDS

2024 INTERNATIONAL BUILDING CODE (IBC)

2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2024 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE (IWUIC)

REFER TO OTHER DISCIPLINES FOR ADDITIONAL APPLICABLE CODES

NATIONAL PARK SERVICE MANAGEMENT POLICIES, 2006

THE SECRETARY OF THE INTERIOR’S STANDARDS AND GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES

DIRECTOR’S ORDER 50B: OCCUPATIONAL SAFETY AND HEALTH PROGRAM

DIRECTOR’S ORDER 58: STRUCTURAL FIRE MANAGEMENT

DENVER SERVICE CENTER REQUIREMENTS

NFPA 101 (LIFE SAFETY CODE) – USE WHEN THE IBC IS SILENT

LOCATION-SPECIFIC STRUCTURAL LOAD DESIGN (SNOW AND WIND LOADS)

BEAR VALLEY SCHOOL IS CURRENTLY UNCONDITIONED. PER IECC §C402.1.1.1, BUILDINGS THAT DO NOT CONTAIN

CONDITIONED SPACES SHALL BE EXEMPT FROM BUILDING THERMAL ENVELOPE PROVISIONS.

ALTERATION LEVEL

ALTERATION LEVEL 2 PER IEBC §604

ALL <N> CONSTRUCTION TO COMPLY WITH IBC

EXCEPTIONS:

PER IEBC §801.4 THE MINIMUM CEILING HEIGHT OF THE NEWLY CREATED HABITABLE AND OCCUPIABLE SPACES AND

CORRIDORS SHALL BE 7 FEET.

USE & OCCUPANCY CLASSIFICATION

BEAR VALLEY SCHOOL OPERATED AS A SCHOOLHOUSE UNTIL 1950, AFTER WHICH IT REMAINED OPEN AS A COMMUNITY HALL UNTIL IT WAS BOARDED UP IN 2002 AND IS CURRENTLY UNOCCUPIED. CODE UPGRADES FOR THE CHANGE OF USE TO A COMMUNITY HALL LIKELY DID NOT OCCUR. THE SCOPE OF THIS PROJECT ANTICIPATES FUTURE LIMITED PUBLIC USE CLASSIFIED BY GROUP A-3 OCCUPANCY FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 49 PERSONS WITH SIGNAGE POSTED. PER IEBC §1205.1, THE CODE OFFICIAL SHALL BE AUTHORIZED TO ACCEPT EXISTING FLOOR AND PREVIOUSLY APPROVED LIVE LOADS AND ROOF LIVE LOADS AND TO APPROVE

OPERATIONAL CONTROLS THAT LIMIT THE LIVE LOAD OR ROOF LIVE LOAD.

TYPES OF CONSTRUCTION

CONSTRUCTION CLASSIFICATION: TYPE V-B PER IBC §602.5

PROPOSED WORK DOES NOT MODIFY BUILDING HEIGHT OR NUMBER OF STORIES

MEANS OF EGRESS

MINIMUM 80" HEADROOM OVER ANY WALKING SURFACE PER IBC §1003.3.1

MINIMUM 4" AND MAXIMUM 7" RISER HEIGHT AT <N> EXTERIOR STEP PER IBC §1011.5.2

NO HANDRAIL REQUIRED AT <N> EXTERIOR STEP PER IBC §1011.11

DESIGN OCCUPANT LOAD PER IBC TABLE 1004.5

FUNCTION OF SPACE ASSEMBLY UNCONCENTRATED

OCCUPANT LOAD FACTOR 15 SF NET

BUILDING FLOOR AREA 827 SF NET

56 OCCUPANTS*

*SIGNAGE TO BE POSTED LIMITING OCCUPANCY TO 49 PERSONS OR LESS. PER IBC

TABLE 1006.2.1 ONE EXIT IS ALLOWED.

CRAWL SPACE ACCESS AND VENTILATION

PER IBC §1202.4.1.2 THE NET AREA OF VENTILATION OPENINGS FOR CRAWL SPACES WITH GROUND SURFACE COVERED WITH A CLASS I VAPOR RETARDER SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 1500 SF OF CRAWL

SPACE AREA.

COMBINED CRAWL SPACE AREA = 1000 SF +/-

REQUIRED VENTILATION NET AREA = .67 SF

PROVIDED:

VENTILATION NET AREA = .17 SF X 4 VENTS = .67 SF

PER IBC §1209.1 CRAWL SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESS OPENING THAT SHALL NOT

BE LESS THAN 18 INCHES BY 24 INCHES.

PROVIDED:

PORCH CRAWL SPACE = (1) 18 INCHES BY 24 INCHES IN PORCH FLOOR

SCHOOLROOM CRAWL SPACE = (2) 18 INCHES BY 24 INCHES IN FOUNDATION WALL

VENTILATION OPENINGS SHALL NOT EXCEED 144 SQUARE INCHES EACH. SUCH VENTS SHALL BE COVERED WITH NONCOMBUSTIBLE CORROSION-RESISTANT MESH WITH OPENINGS NOT TO EXCEED 1/8 INCH OR SHALL BE DESIGNED

AND APPROVED TO PREVENT FLAME OR EMBER PENETRATION INTO THE STRUCTURE.

TRAVEL DISTANCE:

40' - 8

MAX ALLOWED 75' - 0

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G001.1

CR/MS

BEAR VALLEY SCHOOL REHABILITATION

PINNACLES NATIONAL PARK

XXX

XXXXX

331043

MS

CR/EH/WS

1/16/2026 2 12

GENERAL NOTES AND

INDEX - PHASE 1

GENERAL ABBREVIATIONS

SHEET INDEX - PHASE 1

SHEET SUB SHEET TITLE OF SHEET

GENERAL

1 G000.1 COVER SHEET - PHASE 1

2 G001.1 GENERAL NOTES AND INDEX - PHASE 1

CIVIL

3 C100.1 TESC PLAN - PHASE 1

ARCHITECTURAL

4 A100.1 PLAN AND ELEVATIONS - PHASE 1

5 A600.1 DETAILS - PHASE 1

STRUCTURAL

6 S001.1 STRUCTURAL GENERAL NOTES - PHASE 1

7 S002.1 STRUCTURAL GENERAL NOTES - PHASE 1

8 S003.1 STRUCTURAL ABBREVIATIONS & SYMBOLS & 3D VIEW - PHASE 1

9 S101.1 FOUNDATION & FLOOR FRAMING PLAN - PHASE 1

10 S401.1 SHEAR WALL ELEVATIONS - PHASE 1

11 S501.1 TYPICAL DETAILS - PHASE 1

12 S511.1 FOUNDATION SECTIONS - PHASE 1

# POUND(S) or NUMBER

& AND

(S) SEALANT

(T) TEMPERED

< ANGLE

<E> EXISTING

<N> NEW

@ AT

A/V AUDIO VISUAL

ABAAS ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS

ABV ABOVE

ACM ASBESTOS CONTAINING MATERIAL

ACT ACOUSTICAL CEILING TILE

ADD ADDENDUM

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE(LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

BC BASE CABINET

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BR BACKER ROD

BTWN BETWEEN

C.O. CONTRACTING OFFICER

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTBB CEMENTITIOUS TILE BACKER BOARD

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

E EAST

EA EACH

EG FOR EXAMPLE

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQP EQUIPMENT

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLR FLOOR(ING)

FO FACE OF

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED PANEL(ING)

FT FEET

FTG FOOTING

FURR FURRING

GA GAUGE OR GYPSUM ASSOCIATION

GALV GALVANIZED

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS or GLAZING

GND GROUND

GRT GROUT

GWB GYPSUM WALLBOARD

HAZMAT HAZARDOUS MATERIAL

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPTC HISTORIC PRESERVATION TRAINING

CENTER

HT HEIGHT

HVAC HEATING, VENTILATION and AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

INCL INCLUDING

INFO INFORMATION

INS INSULATION or INSULATED

INT INTERIOR

JT JOINT

LAV LAVATORY

LIN LINOLEUM

LS LANDSCAPE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL and PLUMBING

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OTE OPEN TO EXISTING

OTS OPEN TO STRUCTURE

OVH OVERHANG

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PT PRESSURE TREATED

PTD PAINTED

PWD PLYWOOD

QT QUARRY TILE

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFER TO or REFERENCE

REINF REINFORCED

RELOC RELOCATED

REQ REQUIRED

REV REVISE, REVISED or REVISION

RM ROOM

RO ROUGH OPENING

RR RESTROOM(S)

RS ROUGH SAWN

S SOUTH

SCHED SCHEDULE

SF SQUARE FEET

SHTG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STN STAIN

STRUCT STRUCTURE or STRUCTURAL

T&G TONGUE AND GROOVE

T.O. TOP OF

TD THRESHOLD

TYP TYPICAL

UC UPPER CABINET

UON UNLESS OTHERWISE NOTED

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

WRB WEATHER-RESISTIVE BARRIER

RESOURCE DATA

BEAR VALLEY SCHOOL, ALSO KNOWN AS “BEAR VALLEY HALL,” WAS COMPLETED IN 1903 TO REPLACE A SCHOOLHOUSE IN APPROXIMATELY THE SAME LOCATION. IT WAS AN ACTIVE RURAL SCHOOL UNTIL JUNE 1950, AFTER WHICH IT SERVED AS A COMMUNITY HALL UNTIL 2002 WHEN IT WAS SHUTTERED. OWNERSHIP OF THE PROPERTY WAS CONVEYED TO THE NPS IN 2011 AND IT WAS LISTED IN THE NATIONAL REGISTER OF HISTORIC PLACES IN 2014. ITS PERIOD OF SIGNIFICANCE IS UNDERSTOOD TO BE 1902–1950.

CHARACTER DEFINING FEATURES INCLUDE:

SITE NEAR CENTER OF PARCEL IN A GROVE OF MATURE VALLEY OAKS

EAST-WEST ORIENTATION

RECTANGULAR ONE-STORY FORM WITH CENTRAL SCHOOLROOM AND HALF-HEIGHT OPEN PORCH

WITH COATROOMS AT THE NORTH AND SOUTH SIDES

MODERATELY PITCHED FRONT-GABLED ROOF WITH SHALLOW OVERHANGS AND HIPPED ROOF PORCH

DOUBLE-HUNG, FOUR-OVER-FOUR WOOD WINDOWS

FOUR-PANELED WOOD ENTRY DOORS

INTERIOR MILLWORK AND FINISHES INCLUDING EXTANT ORIGINAL HARDWOOD FLOORING

INTERIOR FEATURES RELATED TO THE BUILDING'S USE AS A SCHOOL INCLUDING A DECORATIVE BRASS PLATE AT THE WEST SCHOOLROOM CEILING THAT ONCE ADMITTED THE BELFRY CORD AND

CHALKBOARDS FROM THE PERIOD OF SIGNIFICANCE

THE SCOPE OF PHASE 1 WORK

ANTICIPATES NO OCCUPANCY OR USE

OF THE BUILDING UNTIL PHASE 2 WORK

IS COMPLETE. SIGNAGE SHALL BE

POSTED TO INDICATE THIS

RESTRICTION OF USE.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

BEAR VALLEY SCHOOL REHABILITATION

PINNACLES NATIONAL PARK

XXX

XXXXX

331043

LIC

EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC IV IL

KY

LE

DAVID CHILDER

S68843

TESC PLAN - PHASE 1

C100.1

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

<N> FOUNDATION AND GRADE SHOWN FOR REFERENCE ONLY. REFER TO OTHER DISCIPLINES FOR EXTENT OF

FOUNDATION WORK AND ADDITIONAL SCOPE.

FFE 100'-0" = 1286.55' USGS. CONTRACTOR TO VERIFY IN FIELD.

ALL EXISTING ELEMENTS ARE SHOWN BASED ON AVAILABLE INFORMATION AND NON-DESTRUCTIVE FIELD OBSERVATION. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONSTRUCTION AND NOTIFY C.O. OF ANY

DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS AND REQUEST

CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION.

DRAWINGS SEEK TO REPRESENT THE SCOPE AND RANGE OF WORK REQUIRED BUT ARE NOT INTENDED TO BE INCLUSIVE OF ALL NECESSARY WORK. DIMENSIONS SHOWN ARE APPROXIMATE. VERIFY IN FIELD TO ACHIEVE

<N> WORK.

VERIFY DIMENSIONS OF ALL <E> CONSTRUCTION IN FIELD. EXPECT THAT EXISTING BUILDING ELEMENTS MAY

NOT BE PLUMB, LEVEL OR SQUARE.

ALL REMOVAL AND DEMO ACTIVITIES SHALL BE EXECUTED IN A MANNER WHICH PROTECTS ALL UNDERLYING

AND ADJACENT HISTORIC MATERIALS. PROTECT IN PLACE ALL ELEMENTS <E> TO REMAIN.

WHERE WORK REQUIRES REMOVAL OF HISTORIC ELEMENTS/MATERIALS NOT INDICATED IN CONTRACT DOCUMENTS FOR REMOVAL, STOP WORK AND CONFIRM WITH C.O. FOR APPROVAL TO REMOVE ADDITIONAL

MATERIALS.

UNLESS OTHERWISE NOTED, <E> ELEMENTS REMOVED ARE TO BE CATALOGUED AND INSPECTED FOR REHABILITATION OR REPLACEMENT IN KIND AND REINSTALLED IN CURRENT LOCATION AND CONFIGURATION BY HPTC IN PHASE 2. PARK TO PROVIDE TEMPORARY, SECURE, WEATHERPROOF STORAGE UNTIL

REINSTALLATION.

COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, RE: SPECIFICATIONS AND HAZARDOUS MATERIALS REPORT FOR KNOWN HAZARDOUS MATERIALS AND REMOVAL REQUIREMENTS. CONTAMINATION DUE TO ANIMAL INFESTATION, LEAD-CONTAINING PAINT, AND LEAD-BASED PAINT IDENTIFIED THROUGHOUT WORK AREA. STOP WORK AND NOTIFY C.O. IF ANY ADDITIONAL SUSPECTED HAZARDOUS MATERIAL IS FOUND

DURING WORK.

NO SHTG EXISTS AT EXT WALLS. <N> SHTG AND BASE FLASHING TO BE INSTALLED IN PHASE 2, UON.

A600.1

A600.1

43'-4"+/-

4'-0" +/-

4'- 0"

02.08

02.04

02.11

02.11

02.05

02.21

02.21

02.19

02.19

827 SF+/-

SCHOOLROOM

134 SF+/-

PORCH

22 SF+/-

RR

22 SF+/-

RR

02.20

02.20

7'-1 3/4" +/-

'-8

08.0208.02

02.28 08.02 08.02

08.03

02.29

02.29

02.27

4'- 3 1

/8"

08.04

02.30

100'-0"99'-6 1/4"100'-0"

02.04

A100.1

CTR CRAWL SPACE VENT

CTR CRAWL SPACE VENTCTR CRAWL SPACE VENT

CTR CRAWL SPACE VENT

'-2

03.03

5'-0"

7'- 8 3

/4"

99'-5"

BEYOND

ABOVE ABOVE

ABOVE ABOVE

4'- 6 7

/8"

CL

CL 08.04

BEYOND

4'- 5 1

/2"

A600.1

24"

'-5

11'-2" +/-

'-2

3/ 8"

6'- 7 3

/4"

2'- 9"

<N> PORCH FFE

<E> SCHOOLROOM FFE

CL CL

CL CL

A100.1

LEGEND

<E> TO BE REMOVED UON

<E> TO REMAIN, PROTECT IN PLACE UON

<N> CONSTRUCTION

SALVAGE <E> 1X PORCH FLOOR FINISH TO ACCOMMODATE

PORCH FLOOR RECONSTRUCTION. FINISH TO BE

REHABILITATED AND REINSTALLED IN PHASE 2.

REMOVE <E> WD ELEMENTS AS REQUIRED TO ACCOMODATE

STRUCTURAL WORK AND REINSTALL

<N> CONCRETE ELEMENTS, RE: STRUCT

PROVIDE <N> EXPANSION JOINT AND JOINT SEALANT

EXISTING SCHOOLROOM

FLOOR/NEW PORCH

FLOOR

100'-0"

A B C

CL

02.19

02.08

02.04

02.20

02.28

CL

08.02 08.02

03.03

6" M

IN

42 1

05.01

02.08

02.04

RE: STRUCTRE

: S

TR

UC

T

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CR/MS

BEAR VALLEY SCHOOL REHABILITATION

PINNACLES NATIONAL PARK

XXX

XXXXX

331043

MS

CR/EH/WS

1/16/2026 4 12

PLAN AND

ELEVATIONS - PHASE 1

B

LD

G

N O

R T

H

40 84

SCALE OF FEET

KEYNOTES

02.04 <E> TO REMAIN CONCRETE ELEMENTS AT BUILDING REAR, PROTECT

IN PLACE

02.05 REMOVE <E> CONCRETE STEP

02.08 <E> TO REMAIN TREE, PROTECT IN PLACE

02.11 REMOVE <E> FIXTURE AND ASSOCIATED PLUMBING

02.19 REMOVE <E> VENT PIPE TO CEILING LEVEL AND CAP, ROOF TO BE

REPLACED IN PHASE 2

02.20 REMOVE AND SALVAGE <E> HOSE BIBB AND ASSOCIATED PLUMBING,

REINSTALL IN <E> LOCATION

02.21 REMOVE <E> DOOR, DOOR TRIM, AND THRESHOLD TO

ACCOMMODATE PORCH FLOOR RECONSTRUCTION, SALVAGE FOR

REHABILITATION AND REINSTALLATION IN PHASE 2

02.27 REMOVE <E> SEWER LINE, RE: CIVIL FOR FULL EXTENT

02.28 REMOVE <E> ELECTRICAL COMPONENTS, PROVIDE TEMPORARY

WATERTIGHT WOOD PATCH AT ALL PENETRATIONS

02.29 REMOVE <E> DOOR TRIM AND THRESHOLD TO ACCOMMODATE

PORCH FLOOR RECONSTRUCTION, SALVAGE FOR REHABILITATION

AND REINSTALLATION IN PHASE 2

02.30 MODIFY <E> DOOR AND TRIM TO ACCOMMODATE PORCH FLOOR

RECONSTRUCTION

03.03 <N> SLAB ON GRADE, RE: STRUCT FOR CONC DETAILS

05.01 <N> MTL SCREEN PER IWUIC, FIT TO OPENING

08.02 <N> 4"X14" GALV STL VENT IN FOUNDATION, ALIGN CENTER WITH

WINDOW OPENING ABOVE, RE: STRUCT FOR ADDITIONAL DETAILS

08.03 <N> CRAWL SPACE ACCESS IN FLOOR, MIN 18"X24", RE: STRUCT FOR

ADDITIONAL DETAILS

08.04 <N> ACCESS OPENING IN FOUNDATION BELOW, MIN 18"X24", RE:

STRUCT FOR ADDITIONAL DETAILS

SCALEA100.1

PLAN1

A

SCALEA100.1

SOUTH ELEVATION2

A

FRONT FACADE

(ANDERSON HALLAS ARCHITECTS, 2024)

REAR FACADE

(ANDERSON HALLAS ARCHITECTS, 2024)

<E> CONC STEP TO BE

REMOVED, RE: KN 02.05

MODIFY <E> VENTS TO

FACILITATE FOUNDATION

WORK, RE: KN 02.19

<E> CONC ELEMENTS TO

BE PROTECTED IN PLACE,

RE: KN 02.04

<E> TREE TO BE

PROTECTED IN PLACE, RE:

KN 02.08

<E> HOSE BIBB TO BE

SALVAGED AND

REINSTALLED IN PLACE,

RE: KN 02.20

<E> FOUNDATION TO BE

REMOVED, RE: STRUCT

SCALEA100.1

EAST ELEVATION3

A

EXISTING SCHOOLROOM

FLOOR/NEW PORCH

FLOOR

100'-0"

<E> TO REMAIN TREE,

PROTECT IN PLACE

SLOPE GRADE AWAY FROM <N> FOUNDATION

RE: STRUCT

<N> MINERAL WOOL BATT INSULATION BETWEEN

FRAMING, CONTRACTOR TO PROVIDE SUPPORTS

<N> CONTINUOUS

VAPOR RETARDER

<N> EXTERIOR FIRE-RETARDANT

TREATED WD SHTG

<N> SILL PLATE

GASKET

<N> CUTOFF WALL, RE:

STRUCT, ALL WD

ELEMENTS TO BE

TREATED

<N> 2X TREATED SILL, RE: STRUCT

<E> TO REMAIN 1X FINISH

FLOOR OVER 1X6

STRAIGHT SHTG,

PROTECT IN PLACE

<N> CUTOFF WALL AND JOGGED FOOTING BEYOND

COMPACTED

EARTH FILL

RE: STRUCT RE: STRUCT

<N> FOOTING,

RE: STRUCT

<N> CONC BEAM, RE: STRUCT

PROVIDE CONTINUOUS SEALANTPROVIDE CONTINUOUS

SEALANT

<N> FOOTING BEYOND, RE: STRUCT

8" M

IN

<N> DAMPROOFING

MEMBRANE

<N> MTL SCREEN PER

IWUIC, FIT TO OPENING

IN CUSTOM FRAME AND

COVER IN PLACE AT

GRADE

PROTECT <E> TO

REMAIN TREE ROOTS

EXISTING SCHOOLROOM

FLOOR/NEW PORCH

FLOOR

100'-0"

EXISTING PORCH FLOOR

99'-8 3/4"

<N> 4"X14" GALV STL

VENT, TYP

<N> CONTINUOUS VAPOR

RETARDER, EXTEND TO

BOTTOM OF OPENING

WHERE OPENINGS OCCUR

<E> TO REMAIN 1X FINISH

FLOOR OVER 1X6

STRAIGHT SHTG,

PROTECT IN PLACE

<E> TO REMAIN FRAMING,

TIE TO <N> FOUNDATION,

RE: STRUCT FOR

ADDITIONAL

<N> MINERAL WOOL BATT

INSULATION BETWEEN

FRAMING, CONTRACTOR

TO PROVIDE SUPPORTS

COMPACTED

EARTH FILL

T.O. NEW PORCH STEP

99'-5"

<N> 2X TREATED SILL

CONTINUOUS OVER

OPENINGS, RE: STRUCT

RE: STRUCT

RE

: S

TR

UC

T

PROVIDE <N>

TERMINATION BAR WITH

SEALANT

<N> DAMPPROOFING

MEMBRANE, EXTEND TO

T.O. FOUNDATION

SLOPE GRADE AWAY

FROM <N> FOUNDATION

COMPACTED

EARTH FILL

<N> FOOTING,

RE: STRUCT

6" M

IN

RECONSTRUCT PORCH FLOOR AT

SCHOOLROOM LEVEL, ANTICIPATE

PHASE 2 INSTALLATION OF

SALVAGED 1X WD FINISH.

RE: STRUCT FOR <N> SHTG AND

FRAMING.

<N> CONTINUOUS VAPOR

RETARDER, EXTEND TO

WITHIN 3" OF T.O.

FOUNDATION

SLOPE GRADE AWAY

FROM <N> FOUNDATION

<N> 2X TREATED SILL,

RE: STRUCT

COMPACTED

EARTH FILL

1/4" SLOPE MAX

COMPACTED

EARTH FILL

<N> SILL PLATE GASKET

RE

: S

TR

UC

T

RE: STRUCT

PROVIDE <N>

TERMINATION BAR WITH

SEALANT

<N> DAMPPROOFING

MEMBRANE, EXTEND TO

T.O. FOUNDATION

WALL TO BE TEMPORARILY

SUPPORTED AT BASE UNTIL

PHASE 2 ALTERATIONS,

RE: STRUCT

<N> FOOTING,

RE: STRUCT

6" M

IN

<N> CONTINUOUS VAPOR

RETARDER

CAREFULLY REMOVE AND

REINSTALL <E> THRESHOLD AND

DOOR TRIM BEYOND TO

ACCOMMODATE PORCH FLOOR

RECONSTRUCTION

RE

: S

TR

UC

T

TIE <N> PORCH

FRAMING TO <E>

SCHOOLROOM

FRAMING, RE: STRUCT

<N> 2X TREATED SILL,

RE: STRUCT

COMPACTED

EARTH FILL

<N> 18"X24" MIN CRAWL

SPACE ACCESS

CENTERED BELOW

OPENING ABOVE

<N> SILL PLATE GASKET

RE: STRUCT

<N> MINERAL WOOL BATT

INSULATION BETWEEN

FRAMING, CONTRACTOR

TO PROVIDE SUPPORTS

<N> FOOTING,

RE: STRUCT

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

<N> FOUNDATION AND GRADE SHOWN FOR REFERENCE ONLY. REFER TO OTHER DISCIPLINES FOR EXTENT OF

FOUNDATION WORK AND ADDITIONAL SCOPE.

FFE 100'-0" = 1286.55' USGS. CONTRACTOR TO VERIFY IN FIELD.

ALL EXISTING ELEMENTS ARE SHOWN BASED ON AVAILABLE INFORMATION AND NON-DESTRUCTIVE FIELD OBSERVATION. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONSTRUCTION AND NOTIFY C.O. OF ANY

DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS AND REQUEST

CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION.

DRAWINGS SEEK TO REPRESENT THE SCOPE AND RANGE OF WORK REQUIRED BUT ARE NOT INTENDED TO BE INCLUSIVE OF ALL NECESSARY WORK. DIMENSIONS SHOWN ARE APPROXIMATE. VERIFY IN FIELD TO ACHIEVE

<N> WORK.

VERIFY DIMENSIONS OF ALL <E> CONSTRUCTION IN FIELD. EXPECT THAT EXISTING BUILDING ELEMENTS MAY

NOT BE PLUMB, LEVEL OR SQUARE.

ALL REMOVAL AND DEMO ACTIVITIES SHALL BE EXECUTED IN A MANNER WHICH PROTECTS ALL UNDERLYING

AND ADJACENT HISTORIC MATERIALS. PROTECT IN PLACE ALL ELEMENTS <E> TO REMAIN.

WHERE WORK REQUIRES REMOVAL OF HISTORIC ELEMENTS/MATERIALS NOT INDICATED IN CONTRACT DOCUMENTS FOR REMOVAL, STOP WORK AND CONFIRM WITH C.O. FOR APPROVAL TO REMOVE ADDITIONAL

MATERIALS.

UNLESS OTHERWISE NOTED, <E> ELEMENTS REMOVED ARE TO BE CATALOGUED AND INSPECTED FOR REHABILITATION OR REPLACEMENT IN KIND AND REINSTALLED IN CURRENT LOCATION AND CONFIGURATION BY HPTC IN PHASE 2. PARK TO PROVIDE TEMPORARY, SECURE, WEATHERPROOF STORAGE UNTIL

REINSTALLATION.

COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, RE: SPECIFICATIONS AND HAZARDOUS MATERIALS REPORT FOR KNOWN HAZARDOUS MATERIALS AND REMOVAL REQUIREMENTS. CONTAMINATION DUE TO ANIMAL INFESTATION, LEAD-CONTAINING PAINT, AND LEAD-BASED PAINT IDENTIFIED THROUGHOUT WORK AREA. STOP WORK AND NOTIFY C.O. IF ANY ADDITIONAL SUSPECTED HAZARDOUS MATERIAL IS FOUND

DURING WORK.

NO SHTG EXISTS AT EXT WALLS. <N> SHTG AND BASE FLASHING TO BE INSTALLED IN PHASE 2, UON.

LEGEND

<E> TO REMAIN, PROTECT IN PLACE UON

<N> CONSTRUCTION

REMOVE <E> WD ELEMENTS AS REQUIRED TO ACCOMODATE

STRUCTURAL WORK AND REINSTALL

<N> CONCRETE ELEMENTS, RE: STRUCT

<E> 1X WD FINISH TO BE SALVAGED AND

REINSTALLED IN PHASE 2

SCALEA600.1

SCHOOLROOM BEARING1

ASCALEA600.1

PORCH BEARING2

A

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

1/1 6/2

6 1

1:1 8:5

9 A M

Au tod es k D oc s:/

/20

-2

P

IN

N Be ar V all ey

S ch oo l R eh ab

/20

0-

NP

S

PI

NN

B ea r V all ey S ch oo l-v

-B

IM

0.r vt

A600.1

CR/MS

BEAR VALLEY SCHOOL REHABILITATION

PINNACLES NATIONAL PARK

XXX

XXXXX

331043

MS

CR/EH/WS

1/16/2026 5 12

DETAILS - PHASE 1

12012 6

SCALE OF INCHES

SCALEA600.1

FOUNDATION SECTION AT AREA OF TREE PROTECTION3

FOUNDATION DESIGN:

1. REFER TO SOILS REPORT NO. 502075008 BY NINYO & MOORE, DATED JANUARY 27, 2025.

2. GEOTECHNICAL ENGINEER ASSOCIATED WITH THE SPECIAL INSPECTOR SHALL VERIFY SOIL CONDITIONS AND TYPES

DURING EXCAVATION AND PRIOR TO PLACEMENT OF FORMWORK OR CONCRETE.

3. MINIMUM EMBEDMENT DEPTH SHALL BE 1'-0" BELOW EXTERIOR GRADE.

FOOTINGS:

1. DESIGN OF FOOTINGS W/ MINIMUM 18" WIDTH FOR CONTINUOUS & 24" WIDTH FOR ISOLATED IS BASED ON:

A. MAXIMUM ALLOWABLE BEARING PRESSURE, STATIC 2,500 PSF

B. MAXIMUM ALLOWABLE BEARING PRESSURE, SHORT TERM 3,325 PSF

C. PASSIVE RESISTING 300 PCF

D. COEFFICIENT OF SLIDING FRICTION 0.40

2. BEAR ON 12" OR MORE OF COMPACTED ENGINEERED FILL OR APPROVED EXISTING FILL/ALLUVIUM. FOOTINGS SHALL

BEAR BELOW MINIMUM EMBEDMENT DEPTH.

REINFORCED CONCRETE:

1. DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."

2. CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE."

3. STRUCTURAL CONCRETE SHALL HAVE THE PROPERTIES INDICATED IN THE CONCRETE MIX TABLE.

4. CONCRETE MIX TABLE NOTES:

A. CONCRETE MIX SUBMITTAL SHALL INCLUDE A SINGLE PAGE LIST OF MIXES, IN TABULAR FORMAT, WITH KEY MIX REQUIREMENTS.

B. N/R: NO REQUIREMENT, NO STRUCTURAL REQUIREMENTS.

C. SLUMP:

1. CONCRETE SUPPLIER TO PROVIDE TARGET SLUMP ON BATCH TICKETS FOR TESTING AGENCY QUALITY CONTROL.

D. CEMENT SHALL CONFORM TO ASTM C150, ASTM C595, OR ASTM C1157.

E. AIR CONTENT:

1. N/P: AIR ENTRAINING ADMIXTURES NOT PERMITTED, ENTRAPPED AIR ONLY

2. N/R: NO REQUIREMENT, NO STRUCTURAL AIR CONTENT REQUIREMENTS

F. CHLORIDE ION: MAXIMUM WATER-SOLUBLE CHLORIDE ION (Cl-) CONTENT IN CONCRETE, PERCENT BY WEIGHT OF CEMENT

G. ADMIXTURES/COMMENTS

1. SCM: LIMITS ON MAXIMUM SCM CONTENT PER ACI 318 TABLE 26.4.2.2(b)

2. AAR: PROVIDE DOCUMENTATION THAT AGGREGATES ARE NOT ALKALI-SILICA REACTIVE OR ALKALI-CARBONATE REACTIVE PER

ASTM C1778.

3. FA: LIMITS ON FLY ASH, 15% MINIMUM, 25% MAXIMUM

5. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF

CONCRETE REINFORCEMENT."

6. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT BARS SHOWN TO BE FIELD-BENT SHALL BE ASTM A706, GRADE 60.

7. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS PER THE CONCRETE LAP SPLICE SCHEDULE.

8. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS FOR EACH LAYER OF

REINFORCEMENT.

9. TRIM OPENINGS IN WALLS AND STRUCTURAL CONCRETE SLABS WITH (2) #5 FOR EACH LAYER OF REINFORCEMENT, FULLY DEVELOPED BY

EXTENSION OR HOOK.

10. FORM INTERMITTENT SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND AS SHOWN ON THE STRUCTURAL DRAWINGS.

11. EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

B. EXPOSED TO EARTH OR WEATHER:

1. #6 THROUGH #18 BARS 2"

2. #5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2"

12. ANCHOR BOLTS SHALL BE PLACED WITH SETTING TEMPLATES.

POST-INSTALLED ANCHORS

1. ALL CAST-IN-PLACE ANCHORS DESIGNED IN ACCORDANCE WITH ACI 318.

2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN

APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-

PLACE ANCHORS.

3. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. EXISTING REINFORCING BARS SHALL

NOT BE CUT UNLESS APPROVED BY THE CONTRACTING OFFICER.

4. ALL ANCHORS MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTALLATION INFORMATION (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. HOLES SHALL BE DRILLED AND

CLEANED IN ACCORDANCE WITH THE MPII.

5. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CONTRACTING OFFICER ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER; REGISTRATION MUST BE IN THE STATE OF CALIFORNIA. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS

REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

6. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER’S FIELD REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED, PRIOR TO THE ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND MADE AVAILABLE TO THE SPECIAL

INSPECTOR AS REQUESTED.

7. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION THAT SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-19 17.2.3). PROOF OF CURRENT CERTIFICATION SHALL

BE SUBMITTED TO THE EOR FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.

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

9. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN DRY HOLES THAT HAVE BEEN DRILLED, CLEANED, AND PREPARED IN STRICT ACCORDANCE

WITH THE MANUFACTURER’S PRINTED INSTALLATION INFORMATION AND THE RESPECTIVE ICC-ES EVALUATION REPORTS.

10. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDING CODE AND PER THE CURRENT ICC-

ES REPORT (IBC TABLE 1705.3 NOTE B).

FIELD VERIFICATION OF EXISTING CONDITIONS:

1. THE GENERAL CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY THE EXISTING STRUCTURE TO VERIFY CONDITIONS THAT

AFFECT THE WORK SHOWN ON THE DRAWINGS.

2. THE GENERAL CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE CONTRACTING OFFICER BEFORE PROCEEDING.

3e a a a a

2e

2r

3r2n

2e

GABLE ROOF (θ = 35.3°) (a=3ft) aa

3r

2n

3e

3r

2n

3e

3e 3r2n h

STRUCTURAL SCOPE OF WORK:

THE PRIMARY SCOPE OF THIS PROJECT IS REHABILITATION WITH A CHANGE OF OCCUPANCY WITHOUT A CHANGE IN RISK CATEGORY, INCLUDING THE FOLLOWING STRUCTURAL ITEMS OF WORK:

• PHASE 1

• NEW FOUNDATION AND LEVELING TO ADDRESS SEVERE DIFFERENTIAL SETTLEMENT

• PORCH FLOOR FRAMING REPLACEMENT TO ADDRESS WOOD DETERIORATION

• SEISMIC RETROFIT AS MANDATED PER RP10-22

• ANCHORAGE OF BUILDING TO NEW FOUNDATION, INCLUDING HOLDOWNS FOR PHASE 2 SHEAR WALLS

DESIGN LOADS:

1. AUTHORITY HAVING JURISDICTION: UNITED STATES GOVERNMENT

2. DESIGN BASED ON: 2024 INTERNATIONAL BUILDING CODE (IBC), 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC), ASCE 7-22, AND NIST (NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY) INTERAGENCY REPORT STANDARDS OF SEISMIC SAFETY FOR EXISTING FEDERALLY OWNED AND LEASED BUILDINGS ICSSC (INTERAGENCY COMMITTEE ON SEISMIC SAFETY IN CONSTRUCTION)

RECOMMENDED PRACTICE 10 (RP10-22)

3. RISK CATEGORY: II STANDARD

4. SITE LOCATION:

A. ELEVATION 1,285 FT

B. COORDINATES 36.5341 N, 121.1471 W

5. ROOF LIVE LOADS:

A. ROOF LIVE LOAD 20 PSF, 300 LBS

6. FLOOR LIVE LOADS:

7. WIND:

A. BASIC DESIGN WIND SPEED, V, (3-SECOND GUST) 92 MPH

B. ALLOWABLE STRESS DESIGN WIND SPEED, VASD, (3-SECOND GUST) 71 MPH

C. INTERNAL PRESSURE COEFFICIENT, GCpi ±0.18 (ENCLOSED)

D. WIND EXPOSURE C

E. GROUND ELEVATION FACTOR, Ke 0.95

F. COMPONENTS AND CLADDING ULTIMATE DESIGN WIND PRESSURES

1. PRESSURES MAY BE REDUCED FOR EFFECTIVE WIND AREAS LARGER THAN 10 SQUARE FEET, BUT NOT BELOW 16 PSF.

G. ALLOWABLE WIND PRESSURE (ASD) MAY BE DETERMINED BY MULTIPLYING THE ULTIMATE PRESSURE BY 0.6.

8. SEISMIC:

A. SPECTRAL RESPONSE ACCELERATION PARAMETERS

1. SHORT PERIOD

a. SS 2.06g

b. SDS 1.45g

2. ONE SECOND

a. S1 0.77g

b. SD1 1.19g

B. SOILS SITE CLASS CD

C. SEISMIC IMPORTANCE FACTOR 1.0

D. SEISMIC DESIGN CATEGORY E

E. BASIC SEISMIC-FORCE-RESISTING SYSTEM

• LIGHT-FRAME WOOD WALLS W/ WOOD STRUCTURAL SHEAR PANELS

F. DESIGN BASE SHEAR 10 KIPS

G. SEISMIC RESPONSE COEFFICIENT, CS 0.223

H. RESPONSE MODIFICATION COEFFICIENT, R 6.5

I. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

PHASE 1 STRUCTURAL DRAWING LIST

SHEET NO SHEET TITLE

S001.1 STRUCTURAL GENERAL NOTES - PHASE 1

S002.1 STRUCTURAL GENERAL NOTES - PHASE 1

S003.1 STRUCTURAL ABBREVIATIONS & SYMBOLS & 3D VIEW - PHASE 1

S101.1 FOUNDATION & FLOOR FRAMING PLAN - PHASE 1

S401.1 SHEAR WALL ELEVATIONS - PHASE 1

S501.1 TYPICAL DETAILS - PHASE 1

S511.1 FOUNDATION SECTIONS - PHASE 1

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF1

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:1 :4

A

M A u to d e s k D o c s /2

-2

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V S

S tr u c t S

C lo u d .r v t

S001.1

CMS

BEAR VALLEY SCHOOL REHABILITATION

PINNACLES NATIONAL PARK

XXX

XXXXXX

331043

JSS / CMS

JSS

01/16/2026 12

STRUCTURAL GENERAL

NOTES - PHASE 1

OCCUPANCY OR USE UNIFORMLY DISTRIBUTED (PSF) CONCENTRATED LOAD (LBS) LIVE LOAD REDUCTION

PUBLIC SPACES (W/ SIGNAGE POSTED) 75 2,000 NO

UNINHABITABLE ATTIC STORAGE 20 N/A YES

CONCRETE POST-INSTALLED ANCHORS

ANCHOR TYPE DEWALT HILTI SIMPSON

EXPANSION POWER-STUD+ SD2 (ICC ESR-2502) KWIK BOLT TZ2 (ICC ESR-4266) STRONG-BOLT 2 (ICC ESR-3037)

SCREW SCREW-BOLT+ (ICC ESR-3889) KWIK HUS-EZ (ICC ESR-3027) TITEN HD (ICC ESR-2713)

ADHESIVE AC200+ (ICC ESR-4027) HIT HY-200 V3 (ICC ESR-4868) AT-XP (UES ER-263)

STRUCTURAL GENERAL NOTES

MASONRY POST-INSTALLED ANCHORS

ANCHOR TYPE DEWALT HILTI SIMPSON

ADHESIVE AC100+ GOLD (ICC ESR-4105) HIT HY-270 (ICC ESR-4144) ET-3G (UES ER-870)

COMPONENT AND CLADDING

ULTIMATE WIND PRESSURE -

GABLE ROOF

ROOF

(EFFECTIVE

WIND AREA)

ROOF SURFACE

PRESSURE (psf)

10 s f 100 s f

Negative Zone 1 -30 -16

Negative Zone 2 -33 -21

Negative Zone 3 -40 -23

Positive All Zones 16 16

Overhang Zone 1 -43 -26

Overhang Zone 2 -46 -32

Overhang Zone 3 -58 -36

WALL

(EFFECTIVE

WIND AREA)

WALL

SURFACE

PRESSURE

(psf)

10 sf 100 sf

Negative Zone 4 -19 -17

Negative Zone 5 -24 -18

Positive All Zones 18 16

CONCRETE MIX TABLE

INTENDED USE

EXPOSURE

CLASS

COMPRESSIVE

STRENGTH, f'c

CONCRETE

WEIGHT

CEMENT

TYPE

MAX

W/CM

RATIO

MAXIMUM

AGGREG

ATE SIZE

SLUMP,

INCHES

(+/- 1")

AIR

CONTENT

PERCENT

(+/- 1.5%)

MAXIMUM

CHLORIDE

ION, (Cl-) MIX NOTES/ COMMENTSPSI

TESTING

AGE, DAYS

FOOTINGS/GRADE BEAMS F2-S0-W1-C1 4500 56 NW N/R 0.45 1" N/R 6% 0.30% AAR; FA

SLAB ON GRADE - EXTERIOR F3-S0-W1-C0 5000 28 NW N/R 0.40 1" N/R 6% 1.00% SCM; AAR; FA

STRUCTURAL WOOD FRAMING:

1. IN-GRADE BASE VALUES HAVE BEEN USED FOR DESIGN.

2. DIMENSIONAL LUMBER FRAMING SHALL BE S4S DOUGLAS FIR-LARCH NO. 2 OR BETTER UNO.

3. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH NO. 1 OR BETTER UNO.

4. STUDS SHALL BE DOUGLAS FIR-LARCH NO. 2 GRADE OR BETTER UNO.

5. TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR-LARCH NO. 2 OR BETTER UNO.

6. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION UNO.

7. ALL WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH OR

SOUTHERN YELLOW PINE WITH NO INCISCIONS PERMITTED WHERE LUMBER IS VISIBLE. PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA STANDARDS U1 AND M4. TREATMENTS SHALL HAVE NO AMMONIA ADDED AND SHALL BE THE FOLLOWING USE

CATEGORY:

A. UC2 AT INTERIOR

B. UC3B AT EXTERIOR WITH NO GROUND CONTACT

8. FASTENERS FOR USE WITH TREATED WOOD SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH SECTION 2304.10.6 OF THE IBC.

9. ALL CONNECTORS USED WITH PRESSURE-TREATED MATERIAL SHALL BE STAINLESS STEEL ASTM 304 OR 316, OR HAVE A SIMPSON Z-MAX (G185) OR

HDG COATING. STANDARD COATING (G90) IS ACCEPTABLE AT INTERIOR CONDITIONS WITH NON PRESSURE-TREATED LUMBER ONLY. CONNECTORS

ARE TO BE IN ACCORDANCE WITH ASTM A653 OR ASTM 123.

10. ALL IRON AND STEEL PRODUCTS ATTACHED TO TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 OR SHALL

BE TYPE 304 OR 316 STAINLESS STEEL.

11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED ON THE STRUCTURAL DRAWINGS.

12. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO CLOSING IN OF WALLS, FLOORS, AND ROOFS.

13. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND/OR NUT, UNO.

14. LIGHT GAGE METAL FRAMING CONNECTORS SPECIFIED IN THE DRAWINGS ARE SIMPSON STRONG-TIE CODE-APPROVED PRODUCTS. THEY ARE

SPECIFIED AS THE BASIS OF DESIGN. ALTERNATE PRODUCTS WITH CODE-APPROVED TESTING REPORTS MAY BE SUBSTITUTED THAT HAVE EQUAL OR GREATER SALIENT CHARACTERISTICS. CHARACTERISTICS INCLUDE SAME OR GREATER ALLOWABLE STRESS DESIGN CAPACITIES FOR THE SAME INTENDED USE(S) AND SIMILAR BASIC GEOMETRIC PROPERTIES. SEE SPECIFICATIONS FOR A LIST OF SALIENT CHARACTERISTICS. THE CONTRACTOR SHALL COMPARE SPECIFIED BASIS OF DESIGN PRODUCTS USING THE LATEST EDITION OF SIMPSON STRONG-TIE'S CATALOG TO PROPOSED SUBSTITUTION PRODUCTS AND SUBMIT TO CONTRACTING OFFICER FOR APPROVAL. CONNECTORS SHALL BE INSTALLED WITH ALL HOLES FILLED (ROUND AND TRIANGULAR) WITH THE MAXIMUM SIZE FASTENERS RECOMMENDED BY THE MANUFACTURER TO DEVELOP THE

MAXIMUM RATED CAPACITY, UNLESS SPECIFICALLY NOTED OTHERWISE.

15. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1.

16. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667.

17. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1.

18. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER AT THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT

THE UNTHREADED SECTION.

19. CONVENTIONAL LIGHT FRAMING SHALL COMPLY WITH IBC SECTION 2308.

20. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING.

21. 2X BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, UNO.

22. PROVIDE A MINIMUM OF (3) STUDS AT EACH CORNER, UNO.

23. ALL JOISTS AND BEAMS SHALL BE SEAT-CUT FOR FULL UNIFORM BEARING AT SUPPORTS, SEATS, CAPS, ETC.

24. VENTING IS REQUIRED IN ALL ENCLOSED ROOF AND CRAWL SPACE FRAMING CAVITIES, SEE ARCHITECTURAL DRAWINGS.

25. EXCEPT AS NOTED OTHERWISE, MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED IN TABLE 2304.10.2 "FASTENING SCHEDULE" OF THE IBC.

26. ALL MULTIPLE MEMBER BEAMS SHALL BE NAILED TOGETHER WITH MAX NUMBER OF 10D NAILS VERTICALLY @ 3" AND HORIZONTALLY @ 12" PER PLY.

SHOP DRAWINGS:

1. THE STRUCTURAL DRAWINGS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR USE AS ERECTION PLANS OR SHOP DETAILS. USE OF JVA'S

ELECTRONIC FILES AS THE BASIS FOR SHOP DRAWINGS REQUIRES PRIOR APPROVAL BY JVA, A SIGNED RELEASE OF LIABILITY BY THE GENERAL CONTRACTOR AND/OR HIS/HER SUBCONTRACTORS, AND DELETION OF JVA'S NAME AND LOGO FROM ALL SHEETS SO USED.

2. THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING ANY REQUESTS TO MODIFY THE STRUCTURAL DRAWINGS OR PROJECT SPECIFICATIONS.

3. ALL SHOP AND ERECTION DRAWINGS SHALL BE CHECKED AND STAMPED (AFTER HAVING BEEN CHECKED) BY THE GENERAL CONTRACTOR PRIOR TO

SUBMISSION FOR CONTRACTING OFFICER'S REVIEW; SHOP DRAWING SUBMITTALS NOT CHECKED BY THE GENERAL CONTRACTOR PRIOR TO

SUBMISSION TO THE CONTRACTING OFFICER WILL BE RETURNED WITHOUT REVIEW.

4. FURNISH ELECTRONIC VERSION (PDF) OF SHOP AND ERECTION DRAWINGS TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO FABRICATION

FOR:

A. CONCRETE MIX DESIGNS

B. CONCRETE REINFORCING STEEL

5. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY THE CONTRACTING OFFICER.

6. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE "REQUEST FOR CHANGE IN WRITING" UNLESS SPECIFIC SUGGESTED CHANGES ARE

CLEARLY MARKED. IN ANY EVENT, CHANGES MADE BY MEANS OF THE SHOP DRAWING SUBMITTAL PROCESS BECOME THE RESPONSIBILITY OF THE

ONE INITIATING THE CHANGE.

PRECAUTIONARY NOTES ON STRUCTURAL BEHAVIOR:

1. INTERIOR ARCHITECTURAL FINISH DETAILING MUST ACCOMMODATE THE RELATIVE DIFFERENTIAL MOVEMENTS OF SUPPORTING STRUCTURAL

ELEMENTS.

2. WHERE THE ROOF FRAMING ELEMENT SPANS ARE LONG, APPLIED LOADING WILL NATURALLY CAUSE SUBSTANTIAL DEFLECTION. INTERIOR

ELEMENTS HUNG FROM THE ROOF STRUCTURE WILL DEFLECT WITH THE ROOF.

3. EXTERIOR/PERIMETER WALL ASSEMBLIES HUNG FROM THE EDGE OF THE BUILDING STRUCTURE WILL BE DIRECTLY AFFECTED (TO SOME DEGREE)

BY CHANGES IN EXTERNAL TEMPERATURE AND FLOOR DEFLECTION.

4. EXTERIOR/PERIMETER AND INTERIOR ARCHITECTURAL FINISH DETAILS SHOULD ALLOW FOR RELATIVE MOVEMENTS BETWEEN ELEMENTS WITH

DIFFERENT SUPPORT CONDITIONS.

STRUCTURAL ERECTION AND BRACING REQUIREMENTS:

1. THE STRUCTURAL DRAWINGS ILLUSTRATE AND DESCRIBE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY

SUPPORTED, CONNECTED, AND/OR BRACED.

2. THE STRUCTURAL DRAWINGS ILLUSTRATE TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE GENERAL CONTRACTOR. DETAILS SHOWN

APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE AS POSSIBLE, NOT EVERY DETAIL IS ILLUSTRATED AND NOT EVERY EXCEPTIONAL CONDITION IS ADDRESSED.

3. ALL PROPRIETARY CONNECTIONS AND ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS.

4. ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE APPLICABLE CODES AND LOCAL ORDINANCES.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT AND DIMENSION VERIFICATION, MATERIALS

COORDINATION, SHOP DRAWING REVIEW, AND THE WORK OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE WORK SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER FOR RESOLUTION.

6. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE CONTRACTING OFFICER FROM ALL CONSEQUENCES.

7. UNLESS OTHERWISE SPECIFICALLY INDICATED, THE STRUCTURAL DRAWINGS DO NOT DESCRIBE METHODS OF CONSTRUCTION.

8. THE GENERAL CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PERFORM OR SUPERVISE ALL WORK NECESSARY TO ACHIEVE THE FINAL

COMPLETED STRUCTURE, AND TO PROTECT THE STRUCTURE, WORKMEN, AND OTHERS DURING CONSTRUCTION. SUCH WORK SHALL INCLUDE, BUT NOT BE LIMITED TO TEMPORARY BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR EXCAVATION, FORMWORK, SCAFFOLDING, SAFETY DEVICES AND PROGRAMS OF ALL KINDS, SUPPORT AND BRACING FOR CRANES AND OTHER ERECTION EQUIPMENT.

9. TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOFS AND ANY OTHER SUPPORTING ELEMENTS ARE IN PLACE.

10. THE CONTRACTING OFFICER BEARS NO RESPONSIBILITY FOR THE ABOVE ITEMS, AND OBSERVATION VISITS TO THE SITE DO NOT IN ANY WAY

INCLUDE INSPECTIONS OF THESE ITEMS.

SPECIAL INSPECTIONS:

1. FOR THE DETAILED LIST OF REQUIRED INSPECTIONS, REFER TO THE "STATEMENT OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS" CONTAINED IN

SECTION 01 40 00 QUALITY REQUIREMENTS OF THE SPECIFICATIONS. THE FOLLOWING SPECIAL INSPECTIONS AND TESTING LIST IS SHOWN HERE FOR REFERENCE ONLY AND SHALL BE PERFORMED BY A QUALIFIED SPECIAL INSPECTOR, EMPLOYED BY THE GENERAL CONTRACTOR, IN ACCORDANCE

WITH CHAPTER 17 OF THE IBC:

A. SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY, AND STRUCTURAL OBSERVATIONS AND THE FOLLOWING SUB-

SECTIONS:

1. 1704.2 SPECIAL INSPECTIONS AND TESTS

2. 1704.3 STATEMENT OF SPECIAL INSPECTIONS

B. SECTION 1705 REQUIRED VERIFICATION AND INSPECTION AND THE FOLLOWING SUB-SECTIONS:

1. 1705.1.1 SPECIAL CASES (POST-INSTALLED ANCHORS)

2. 1705.3 CONCRETE CONSTRUCTION

3. 1705.6 SOILS

4. SECTION 1705.13 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE AND THE FOLLOWING SUB-SECTIONS:

a. 1705.13.2 STRUCTURAL WOOD

b. 1705.13.4 DESIGNATED SEISMIC SYSTEM

2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE CONTRACTING OFFICER, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE APPROVED INSPECTOR MUST BE INDEPENDENT FROM THE CONTRACTOR RESPONSIBLE FOR THE WORK BEING INSPECTED.

3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR SHALL BE TO INSPECT AND/OR TEST THE WORK OUTLINED ABOVE AND WITHIN THE STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE IBC FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION

DOCUMENTS.

4. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR AND CONTRACTING OFFICER FOR CORRECTION.

5. PER SECTION 1704.2.4 THE SPECIAL INSPECTOR SHALL FURNISH REGULAR REPORTS TO THE CONTRACTING OFFICER. PROGRESS REPORTS FOR

CONTINUOUS INSPECTION SHALL BE FURNISHED WEEKLY. INDIVIDUAL REPORTS OF PERIODIC INSPECTIONS SHALL BE FURNISHED WITHIN ONE WEEK OF INSPECTION DATES. THE REPORTS SHALL NOTE UNCORRECTED DEFICIENCIES, CORRECTION OF PREVIOUSLY REPORTED DEFICIENCIES, AND CHANGES TO THE APPROVED CONSTRUCTION DOCUMENTS AUTHORIZED BY THE CONTRACTING OFFICER.

6. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT WITHIN 10 DAYS OF THE FINAL SPECIAL INSPECTION STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. WORK NOT IN COMPLIANCE SHALL BE NOTED IN THE REPORT.

7. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF WORK ON A MAIN WIND- OR SEISMIC-FORCE-RESISTING SYSTEM PER SECTION 1704.4. THE STATEMENT SHALL ACKNOWLEDGE THE AWARENESS OF THE SPECIAL LISTED REQUIREMENTS OF DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC-RESISTING COMPONENT IN THE STATEMENT OF

SPECIAL INSPECTIONS PER SECTION 1705.

8. EXCEPT AS NOTED, THE SPECIAL INSPECTIONS OUTLINED ABOVE ARE IN ADDITION TO, AND BEYOND THE SCOPE OF, PERIODIC STRUCTURAL OBSERVATIONS AS DEFINED IN SECTION 1704.6. STRUCTURAL OBSERVATIONS ARE INCLUDED IN THE CONTRACTING OFFICER'S CONSTRUCTION

ADMINISTRATION SERVICES.

WOOD SHEATHING:

1. PLYWOOD AND ORIENTED STRAND BOARD (OSB) FLOOR AND ROOF SHEATHING SHALL BE APA RATED WITH STAMP INCLUDING APA TRADEMARK

AND PANEL SPAN RATING.

A. MINIMUM FLOOR SHEATHING: 23/32" APA STURD-I-FLOOR RATED 24 INCH O.C. TONGUE & GROOVE, GLUED AND NAILED.

2. ALL SHEATHING SHEETS SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS.

3. FULLY NAIL FLOOR SHEATHING IMMEDIATELY AFTER GLUING (DO NOT SPOT NAIL).

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF1

/1

/2

:1 :4

A

M A u to d e s k D o c s /2

-2

P

IN

N

B e a r

V a lle y S c h o o l R e h a b /2

N

P S

P

IN

N B

V S

S tr u c t S

C lo u d .r v t

S002.1

CMS

BEAR VALLEY SCHOOL REHABILITATION

PINNACLES NATIONAL PARK

XXX

XXXXXX

331043

JSS / CMS

JSS

01/16/2026 12

STRUCTURAL GENERAL

NOTES - PHASE 1

GRID

SWx

X

DIRECTION OF DECK SPAN

GRID DESIGNATION

REVISION

SHEAR WALL

SHORING

STEP IN FLOOR ELEVATION

CMU (CONCRETE MASONRY UNIT)

BRICK

CIP CONCRETE

PRECAST CONCRETE

EXISTING CONCRETE

EARTH

[XXX'-X]

XXX'-X TOP OF CONCRETE OR

MASONRY ELEVATION

TOP OF BEAM ELEVATION

JB XXX'-X JOIST BEARING ELEVATION

BL XXX'-X

BRICK LEDGE ELEVATION

(XXX'-X) TOP OF FOOTING ELEVATION

TOP OF FLOOR ELEVATIONXXX'-X

FX.X ISOLATED SPREAD FOOTING MARK

FXX SPREAD FOOTING MARK

STEP STEP IN BOTTOM OF

WALL/GRADE BEAM

CONT

CXX

B

CXX

STUB

CXX

HGR

COLUMN CONTINUOUS FROM

LEVEL BELOW

COLUMN STARTING AT THIS LEVEL

COLUMN STOPPING BELOW THIS

LEVEL, SEE FRAMING PLAN AT NEXT

LOWER LEVEL

COLUMN STARTING AND ENDING AT

THIS LEVEL OF FRAMING

COLUMN CONNECTING A LOWER

BEAM TO A HIGHER BEAM AT THIS

LEVEL OF FRAMINGB

U

IL

D

IN

G C

O L U

M N

D E

S

IG

N A

T

IO

N S

SYMBOLS KEY

ABBREVIATIONS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF1

/1

/2

:1 :4

A

M A u to d e s k D o c s /2

-2

P

IN

N

B e a r

V a lle y S c h o o l R e h a b /2

N

P S

P

IN

N B

V S

S tr u c t S

C lo u d .r v t

S003.1

CMS

BEAR VALLEY SCHOOL REHABILITATION

PINNACLES NATIONAL PARK

XXX

XXXXXX

331043

JSS / CMS

JSS

01/16/2026 12

STRUCTURAL

ABBREVIATIONS & SYMBOLS

& 3D VIEW - PHASE 1

(E) EXISTING

(N) NEW

(R) REMOVE

@ ON CENTER SPACING

AB ANCHOR ROD (BOLT)

ADDL ADDITIONAL

ADJ ADJUSTABLE

AESS ARCH EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AMT AMOUNT

ANCH ANCHOR, ANCHORAGE

APPROX APPROXIMATE

ARCH ARCHITECT, -URAL

ATR ALL THREAD ROD

AVG AVERAGE

BC BOTTOM OF CONCRETE

BL BRICK LEDGE

BLK BLOCK

BLKG BLOCKING

BM (S) BEAM, BEAMS

BOT BOTTOM

BRG BEARING

BW BOTTOM OF WALL

CB COUNTERBORE

CF CUBIC FOOT

CFS COLD FORMED STEEL

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT, CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLG CEILING

CLR CLEAR

CM CONSTRUCTION MANAGER, -MENT

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMON

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS, CONTINUE

COORD COORDINATE, COORDINATION

CS COIL STRAP, COUNTERSINK

CTR CENTER

CY CUBIC YARD

DBL DOUBLE

DET DETAIL

DEV DEVELOP

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DP DRILLED PIER

DT DOUBLE TEE

DWG DRAWING

DWL DOWEL

E-E END TO END

E-W EAST TO WEST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

EMBED EMBEDMENT

ENGR ENGINEER

EOR ENGINEER OF RECORD

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE

EST ESTIMATE

EXC EXCAVATE

EXP EXPANSION

EXT EXTERIOR

F-F FACE TO FACE

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR, FAR FACE

FIG FIGURE

FIN FINISH

FL FLUSH

FLG FLANGE

FLR FLOOR

FO FACE OF

FP FULL PENETRATION

FS FOOTING STEP, FAR SIDE

FTG FOOTING

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLUED LAMINATED, GLULAM

GND GROUND

GR GRADE

GT GIRDER TRUSS

GYP BD GYPSUM BOARD

HAS HEADED ANCHOR STUD

HD HOLDOWN

HDG HOT-DIP GALVANIZED

HDR HEADER

HORIZ HORIZONTAL

HP HIGH POINT

HPTC HISTORIC PRESERVATION TRAINING

CENTER

HT HEIGHT

ID INSIDE DIAMETER

IF INSIDE FACE

INT INTERIOR, INTERMEDIATE

IT INVERTED TEE

JB JOIST BEARING

JST JOIST

JT JOINT

K KIPP (1,000 LBS)

LGS LIGHT GAGE STEEL

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LP LOW POINT

LSL LAMINATED STRAND LUMBER

LT LIGHT

LVL LAMINATED VENEER LUMBER

MACH MACHINE

MASY MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURE, -ER, -ED

MIN MINIMUM

ML MICROLLAM (TRUS-JOIST BRAND LVL)

MO MASONRY OPENING

MTL METAL

N-S NORTH TO SOUTH

NF NEAR FACE

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OCJ OSHA COLUMN JOIST

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PAF POWDER ACTUATED FASTENER

PC PRECAST

PCF POUNDS PER CUBIC FOOT

PE PRE-ENGINEERED

PEN PENETRATION

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUND PER LINEAR FOOT

PNL PANEL

PP PANEL POINT

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER…