Bid_Addendum_1_Drawings_Pages_25-36.pdf

10"

RECESSED

MIRROR TYP

3' -9

" M

AX

CABINET PULL, TYP

CAM LOCKS, TYP

SEE GENERAL NOTES

FOR ACCESSIBLE

LOCKER

ANCHOR, SEE

GENERAL NOTES

2' -4

6' -0

POLE, 1 3/8" Ø WOOD DOWEL

(46" AFF FOR ACCESSIBLE

UNIT ONLY)

3' -1

0" M

AX

A

T

AC

CE

SS

IB

LE

U

NI

T

A405

BEDROOM LOCKER PLAN

AND DETAILS

M. HEINTZ

M. HEINTZ

A. ECCLESTON

1"

SHEET NUMBER

SHEET TITLE:

JOB NUMBER:

FILE DATE:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

FRESNO

AIR ATTACK BASE

C130 BARRACKS

2311 N CLOVIS AVENUE

FRESNO, CALIFORNIA 93727

FRESNO COUNTY

DATENO. DESCRIPTION

PL

OT

D

AT

E:

PR

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PA

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REVISIONS

VE

R

. 2

BCDEFGHIJKL

ABCDEFGHIJKL

DSA Approval

OSFM Approval

TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge me n t

To we rs

Va ul t s

1131 S STREET, SACRAMENTO, CA 95811-2460

V2

GENERAL SHEET NOTES

1. USE PRE-MANUFACTURED LOCKER UNITS, BASIS OF DESIGN: BUILT FIREHOUSE TOUGH SOLID-WOOD 36" WARDROBE +DRAWERS BY FIRE

STATION FURNITURE, FINISH AS SELECTED BY ARCHITECT.

2. ONE LOCKER UNIT IN THE ACCESSIBLE BEDROOM MUST HAVE CLOTHES HANGING POLE LOCATED 46" FROM THE FINISH FLOOR TO TOP OF

DOWEL. POLE AT ACCESSIBLE HEIGHT SHALL BE MOUNTED TO BE REMOVABLE. THIS SAME LOCKER SHALL HAVE PADLOCKABLE CAM CABINET

LOCK HASP.

3. SECURE EACH LOCKER WITH 2 ROWS OF 3 ANCHORS INTO 4x4 BLOCKING. ANCHOR INTO BLOCKING (14/A504) WITH SDS 1/4" x 3" SCREWS, 2"

FROM EDGES AND 12" OC MAX IN BETWEEN.

4. PROVIDE CAM LOCKERS AT ALL LOCKERS EXCEPT ACCESSIBLE LOCKER.

5. MOUNT MINIMUM 10 x 40 MIRROR TO FRONT OF LOCKER, 35" MAX AFF.

6. PROVIDE DOOR HARDWARE AT EACH DOOR AND DRAWER.

7. DIMENSIONS INDICATED AS "MIN. CLR." ARE TO FACE OF FINISH.

8. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

9. NOT USED.

10. SEE SHEET A500 FOR ADDITIONAL ACCESSIBLE CLEARANCES.

S C A L E : 11" = 1'-0"LOCKER - FRONT SIDE

S C A L E : 21" = 1-0"LOCKER - SIDE SECTION

S C A L E : 3NTSNOT USED

S C A L E : 4NTSNOT USED

S C A L E : 5NTSNOT USED

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S T A T E O F C A L IF O R NIA

1 SEPT 2026 ADDENDUM #1

7"-9"

12"

" M

IN

" M

AX

T

O T

OP

O

F

SE

AT

54" MIN

1 1/2"

24" MIN

" M

IN

TO

O

UT

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T

17" MIN

18" MAX

36" MIN GRAB BAR

1/

2"

12" 24"

60" MIN CLR

6"

" M

IN

C

LR

" M

AX8" MIN

UNDER MOUNT SINK

9" M

IN

NON CROSS HATCHED AREA

INIDCATES ACCESSIBLE AREA BELOW

COUNTER

" M

IN

C

LR

" M

AX

EDGE OF CLEAR

FLOOR AREA SHALL

EXTEND TO FACE OF

PARTITION OR TO

LAVATORY EDGE

FLUSH VALVE ON

WIDE SIDE OF

COMPARTMENT

42" MIN GRAB BAR,

TYP

SEMI RECESSED TOILET

PAPER DISPENSER

42" MIN GRAB BAR,

TYP

36" MIN GRAB BAR,

TYP

RECESSED TOILET

PAPER DISPENSER

MAX

MIN

FA

CE

O F

FI

NI

SH

, T

YP

M

IN

C

LR

MIN

WC

FINISHED FLOOR

TOP OF RIM OF INTEGRATED SINK

OR TOP OF COUNTER

TOP OF WORK SURFACE

FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR

FA

CE

O F

FI

NI

SH

, T

YP

FA

CE

O F

FI

NI

SH

, T

YP

FA

CE

O F

FI

NI

SH

, T

YP

TO

T

OP

O

F

GR

IP

PI

NG

S

UR

FA

CE

6"

TO

T

OP

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F

GR

IP

PI

NG

SU

RF

AC

E

6"

TO

T

OP

O

F

GR

IP

PI

NG

S

UR

FA

CE

6"

TO

T

OP

O

F

GR

IP

PI

NG

S

UR

FA

CE

6"

MAX

13"

MIN

19" MIN

19" MIN

ACCESSIBLE SINK : SCALE 1/2" = 1'-0"

AFF

WC

WORK STATION : SCALE 1/2" = 1'-0" WATER CLOSET : SCALE 1/2" = 1'-0" WATER CLOSET : SCALE 1/2" = 1'-0"

M

IN

RECEPTACLE TOILET PAPER & SANITARY

NAPKIN DISPENSER

TOILET PAPER

DISPENSER

F I R E

E X T I N G U I S H E R

FIRE EXTINGUISHER (FE),

SEMI RECESSED

TOP OF BRACKET

" M

AX

" M

IN

T

O

DOOR LATCH

· 5 LB MAX OPENING FORCE AT DOORS

WITH CLOSERS,

· 15 LB MAX AT REQUIRED FIRE DOORS

PAPER

TOWEL

DISPENSER

RECESSED PAPER

TOWEL DISPENSER &

WASTE RECEPTACLE

SEAT COVER

DISPENSER

" M

AX

34" WHEN NOT INSTALLED

ABOVE LAV'S OR

COUNTER-TOPS

M

IN

TY

P

FINISHED FLOOR

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

FINISHED FLOOR

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

" M

AX

BOTTOM OF

REFLECTIVE SURFACE

OF MIRROR

MIRROR, TYPICALLY

CENTER OVER SINK

TO CENTER

OF DEVICE

HIGHEST OPERABLE PART

M

IN

TY

P

FIRE ALARM

PULL STATION

" M

IN

T

O

" M

AX

TO

O

PE

RA

BL

E

PA

RT

S

THERMOSTAT

" M

IN

T

O

OP

ER

AB

LE

PA

RT

S

A

EXIT

UNISEX SANITARY FACILITIES - 12" DIAMETER (1/4" THICK)

CIRCLE W/ SUPERIMPOSED EQUILATERAL (1/4" THICK)

TRIANGLE W/ 12" LONG EDGES

SEE DETAIL #5 THIS SHEET

B UNISEX RESTROOM - 6" HIGH MIN. PICTOGRAM FIELD

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA), TACTILE TEXT

AND GRADE 2 BRAILLE

SEE DETAIL #5 THIS SHEET

RESTROOM

UNISEX C UNISEX RESTROOM - 6" HIGH MIN. AND TACTILE TEXT GRADE 2

BRAILLE, SEE DETAIL #5 THIS SHEET

EXIT E EXIT AT GRADE-LEVEL EXTERIOR DOORS,

SEE DETAIL #7 THIS SHEET

EXIT

ROUTE

F EXIT ROUTE, SEE DETAIL #7 THIS SHEET

G DIRECTIONAL EXIT ROUTE SIGN LEADING TO REQUIRED EXIT,

SEE DETAIL #7 THIS SHEET

RESTRICTED AREA

CAL FIRE PERSONNEL ONLY H BARRACKS

RESTRICTED AREA CAL FIRE PERSONNEL ONLY

ROOM NAME I ROOM NAME

RESTRICTED AREA

CAL FIRE PERSONNEL ONLY J RESTRICTED AREA CAL FIRE PERSONNEL ONLY

BARRACKS

K

RESTROOM

UNISEX

D ACCESSIBLE ENTRANCE SIGN - 6" SQUARE PAINTED METAL SIGN

WITH 4" HIGH INTERNATIONAL SYMBOL OF ACCESSIBILITY (PLACE AT

ALL BLDG ENTRANCE DOORS), SEE DETAIL #3 & #4 THIS SHEET

SMOKING IS PROHIBITED

WITHIN 20 FEET OF MAIN

ENTRANCES, EXITS AND

OPERABLE WINDOWS

SMOKING IS PROHIBITED WITHIN 20 FEET OF MAIN ENTRANCES,

EXITS AND OPERABLE WINDOWS

SEE DETAIL #4 THIS SHEET

THIS DOOR TO REMAIN

UNLOCKED WHEN

KITCHEN, DAYROOM &

DINING IS OCCUPIED

L THIS DOOR TO REMAIN UNLOCKED WHEN KITCHEN, DAYROOM

& DINING IS OCCUPIED

M KEEP DOOR CLOSEDKEEP DOOR CLOSED

N BLANK SLEEVE

" T

O

" A

FF

DO

OR

S

YM

BO

L)

18"

" M

AX

A

FF

, F

RO

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T

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BA

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HI

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IN

A

FF

, F

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BR

AI

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9"

CBC 2022 SECTION 11B-703.4 INSTALLATION HEIGHT AND LOCATION:

WHERE PERMANENT IDENTIFICATION SIGNS ARE PROVIDED FOR ROOMS AND SPACES, SIGNS

SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE

THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS

SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.

WHERE PERMANENT IDENTIFICATIONS SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY

SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR

SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE

DOOR AS ONE EXITS THE ROOM OR SPACE.

SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48 INCHES MINIMUM

ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE

LOWEST LINE OF BRAILLE AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND

SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF THE RAISED

CHARACTERS. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY

APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS

OR STANDING WITHIN THE SWING OF A DOOR.

RESTROOM SYMBOL, SEE

DETAIL #5 THIS SHEET

ROOM NAME

CENTER ON TACTILE

CHARACTERS

IDENTIFICATION SIGNAGE,

SEE DETAIL #6 & #7 THIS

SHEET

3"

NOTE: ISA SYMBOL CAN ALSO BE PLACED

ON DOOR. LOCATION NOT REGULATED

ROOM NAME

SEE DETAIL #3 FOR SIGNAGE LOCATION

SEE DETAIL #2 FOR DETAILED SIGN INFORMATION

ROOM IDENTIFICATION SIGNAGE WITH TACTILE

CHARACTERS AND GRADE 2 BRAILLE, SEE SIGNAGE

NOTE #1

6"

6"

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA)

SEE SIGNAGE NOTE #5

D

SMOKING IS PROHIBITED

WITHIN 20 FEET OF MAIN

ENTRANCES, EXITS AND

OPERABLE WINDOWS

10"

10" K

NO SMOKING SIGN

SMOKING IS PROHIBITED

WITHIN 20 FEET OF MAIN

ENTRANCES, EXITS AND

OPERABLE WINDOWS

UNISEX

NOTE:

1. BACKGROUND COLOR TO

BE CONTRASTING TO THE

DOOR COLOR, FIELD

VERIFY, TYPICAL.

2. NO BRAILLE ON THIS SIGN.

RESTROOM

UNISEX

RESTROOM

UNISEX

RESTROOM

UNISEX

12" DIAMETER

CONTRASTING COLORS

6" HIGH PICTOGRAM

TACTILE TEXT AND GRADE 2 BRAILLE

SEE SIGNAGE GENERAL NOTE #1

SEE DETAIL #3 FOR SIGNAGE LOCATION

SEE DETAIL #2 FOR DETAILED SIGN INFORMATION

B

C

A

ALL VERTICES SHALL

HAVE A RADIUS OF 1/8"

MIN TO 1/4" MAX

EXIT

EXIT

EXIT

ROUTE

EXIT

DIRECTIONAL SIGN LEADING TO

REQUIRED EXIT

EXITS AT GRADE-LEVEL

EXTERIOR DOORS

EXIT ROUTE

EXIT SIGN WITH TACTILE AND BRAILLE,

SEE SIGNAGE NOTES #3 & #5.

ILLUMINATED EXIT SIGN IF REQUIRED

BY OFFICE OF THE STATE FIRE

MARSHAL (OSFM)

SEE DETAIL #3 FOR SIGNAGE LOCATION

SEE DETAIL #2 FOR DETAILED SIGN INFORMATION

E

F

G

ROOM NAME ROOM NAME

IDENTIFICATION SIGNAGE WITH

TACTILE TEXT AND GRADE 2 BRAILLE

SEE SIGNAGE NOTE #1

DOOR SIDELITE WHERE OCCURS

SEE DETAIL #3 FOR SIGNAGE LOCATION

SEE DETAIL #2 FOR DETAILED SIGN INFORMATION

ROOM NAME

3/ 8"

T O

1/ 2"

BRAILLE NOTATION

(GRADE 2), SEE DETAIL #9

FOR MORE INFORMATION

TACTILE TEXT

MEASURMENT RANGE

MINIMUM INCHES

MAXIMUM INCHES

DOT BASE DIAMETER 0.059 (1.5 mm) TO 0.063 (1.6 mm)

DISTANCE BETWEEN TWO DOTS IN THE SAME CELL 0.100 (2.5 mm)

DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELL

DOT HEIGHT

DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW

0.300 (7.6 mm)

0.025 (0.6 mm) TO 0.037 (0.9 mm)

0.395 (10 mm) TO 0.400 (10.2 mm)

CBC TABLE 11B-703.3.1 BRAILLE DIMENSIONS

DISTANCE BETWEEN

CORRESPONDING DOTS IN ADJACENT

CELL

DISTANCE BETWEEN TWO DOTS IN

THE SAME CELL

DISTANCE BETWEEN

CORRESPONDING DOTS FROM ONE

CELL DIRECTLY BELOW

BASE DIAMETER

RAISED DOT

NO RAISED DOT

BLANK CELL SPACE BETWEEN WORDS

SINGLE BRAILLE CELL

CBC FIGURE 11B-703.3.1 BRAILLE MEASUREMENT

DISTANCE BETWEEN TWO DOTS IN

THE SAME CELL

6"

27" MAX

16" MIN

" M

AX

TY

P.

2% MAX

SLOPE

" M

IN

ENSURE MIN. 12”

CLR SPACE ABOVE

GRABS, TYP.

" M

AX

T

OP

O

F M

OU

NT

IN

G

BR

AC

KE

T

SO

AP

N

IC

HE

1- 1/

2" M

IN

27" MAX

TO

CONTROLS

19"

MIN

36" x 24" L-SHAPE

GRAB BAR

FOLDING SEAT @ 22" DEEP,

19" TO 27" FROM FACE OF

FINISH TO CONTROL AREA,

SEE DETAIL #1 / A504

NOTE:

OPERABLE PARTS OF SHOWER SPRAY AND HANDLE SHALL BE INSTALLED ON BACK WALL.

18"

TO 24"

7' -0

" T O

OF

F

IX

ED

S

HO

W

ER

H

EA

D, T

YP

A500

ACCESSIBILITY MOUNTING

HEIGHTS, CLEARANCES AND

SIGNAGE

M. HEINTZ

M. HEINTZ

A. ECCLESTON

1"

SHEET NUMBER

SHEET TITLE:

JOB NUMBER:

FILE DATE:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

FRESNO

AIR ATTACK BASE

C130 BARRACKS

2311 N CLOVIS AVENUE

FRESNO, CALIFORNIA 93727

FRESNO COUNTY

DATENO. DESCRIPTION

PL

OT

D

AT

E:

PR

OJ

EC

T

PA

TH

A

REVISIONS

VE

R

. 2

BCDEFGHIJKL

ABCDEFGHIJKL

DSA Approval

OSFM Approval

TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs

Va ul t s

1131 S STREET, SACRAMENTO, CA 95811-2460

V2

1. FAUCET CONTROLS & OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. LEVER OPERATED, PUSH TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

2. WATER SUPPLY & DRAIN PIPES BELOW ACCESSIBLE SINKS SHALL BE INSULATED OR OTHERWISE COVERED. THERE

SHALL BE NO SHARP OR ABRASIVE OBJECTS IN THIS AREA BELOW SINK.

3. BLOCKING IS REQUIRED FOR INSTALLATION OF GRAB BARS, SEE DETAIL #9 / A504.

4. ALL DISPENSERS SHALL BE INSTALLED @ +40" MAX. TO HIGHEST OPERABLE PART (UNO).

5. SEE ELECTRICAL SHEETS MOUNTING ELECTRICAL AND FIRE ALARM DEVICES.

6. CLEARANCE AROUND ACCESSIBLE WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL BE 60 INCHES MINIMUM

MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM

THE REAR WALL PER CBC SECTION 11B-604.3.1.

7. HEIGHTS AND LOCATION OF ALL ACCESSIBLE FIXTURES SHALL BE MOUNTED ACCORDING TO CBC SECTION 11B-602

THROUGH 11B-612.

MOUNTING HEIGHTS & CLEARANCES NOTES

SIGNAGE NOTES

1. ALL SIGNS TO HAVE TACTILE TEXT AND GRADE 2 BRAILLE SIZED PROPORTIONATE TO TEXT

FIELD UNO. ALL UPPER CASE TEXT 5/8" TO 2" IN HEIGHT, RAISED 1/32" CONTRACTED GRADE

2 BRAILLE DIRECTLY BELOW SEE DETAIL 6 THIS SHEET.

2. SIGNS AND IDENTIFICATION SHALL COMPLY WITH CBC 2022 DIVISION 7 COMMUNICATION

ELEMENTS AND FEATURES.

3. EXIT SIGNS SHALL COMPLY WITH CBC 2022 SECTION 1013.

4. SMALL TEXT BELOW TACTILE TEXT IS FOR GRAPHIC REPRESENTATION ONLY, VERIFY

CORRECT GRADE BRAILLE NOTATION, TYPICAL AT ALL SIGNS. SEE DETAIL 6 THIS SHEET.

5. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH CBC 2022 11B-703.7.2.1.

6. ALL SYMBOL EDGES SHALL BE EASED TO 1/16" OR CHAMFERED 1/8".

7. SUBMIT TYPICAL SIGN FOR APPROVAL.

S C A L E : 1AS NOTEDACCESSIBILITY MOUNTING HEIGHTS & CLEARANCES

S C A L E : 21" = 1'-0"SIGNAGE / ROOM IDENTIFICATION

S C A L E : 31/2" = 1'-0"TYPICAL SIGN LOCATION

S C A L E : 41/2" = 1'-0"BUILDING ENTRANCE / ISA SIGNAGE

S C A L E : 51/2" = 1'-0"RESTROOM SIGNAGE

S C A L E : 71/2" = 1'-0"REQUIRED EXIT DOOR SIGNAGE

S C A L E : 81/2" = 1'-0"ROOM IDENTIFICATION SIGNAGE

S C A L E : 63" = 1'-0"SIGNAGE

S C A L E : 9NOT TO SCALEBRAILLE INFORMATION

A . E

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1 SEPT 2026 ADDENDUM #1

S C A L E : 103/8" = 1'-0"ACCESSIBLE SHOWER MOUNTING HEIGHTS AND CLEARANCES

NOTE:

CONTINUOUS UNDEREAVE SOFFIT VENTS SHALL BE APPROVED BY

THE STATE FIRE MARSHAL, PER CBC 2022 CHAPTER 7A. INSTALL

PER MANUFACTURER'S RECOMMENDATIONS.

SEE STRUCTURAL SHEETS FOR MEMBER SIZES

2x SHAPED BLOCKING W/ 3-2" DIA HOLES EACH BLOCK

INSULATION BAFFLE WITH ACCORDION HINGE

INSULATION, TYP

STANDING SEAM METAL ROOF, TYP

ICE DAM & WATER SHIELD UNDERLAYMENT

STRUCTURAL SHEATHING W/ RADIANT BARRIER ON BOTTOM SIDE, SEE STRUCTURAL PLANS FOR SIZING, TYP

FLAT PANEL FIBER CEMENT SOFFIT

PANEL CLIP

BUTYL TAPE

1"

CONTINUOUS SOFFIT EAVE VENT (MODEL:

VULCAN VENT - VSC2120), SEE NOTE, CENTER

IN SOFFIT BOARD, PAINT TO MATCH SOFFIT

GALVANIZED SHEET METAL

DRIP EDGE FLASHING

FASCIA BOARD, CONTINUOUS

SEE STRUCTURAL SHEETS

GUTTER & DOWNSPOUT, WHERE

OCCURS (SEE DETAIL #5 THIS SHEET)

SEE ROOF PLAN

5/4 x 3.5" FIBER CEMENT RUSTIC TRIM

2x W/ 8d @ 48" OC, TO TERMINATE RIGID INSULATION

LIQUID APPLY MEMBRANE OVER PLYWOOD, AROUND 2x, OVER HEADER

CEMENT PLASTER SYSTEM SIDING, TYP

3"

2x SHAPED BLOCK

FRY REGLET T REVEAL STUCCO MOULDING (TRM 75-75, OR EQUAL)

1/2" BUTYL MASTIC TAPE

GALVANIZED SHEET METAL

DRIP EDGE FLASHING

GUTTER SCREEN

#10-12 x 1" PANCAKE HEAD WOOD SCREW OR 8d NAIL @ 24" OC

#14 x 1" METAL-WOOD

SCREW, 3 PER PANEL

3/16" x 1" GALVANIZED

BRACKET HANGER STRAP

@ 3'-0" OC MAX

24 GA GALVANIZED SHEET

METAL GUTTER, TYP

DOWNSPOUT, TYP

1/2" PLYWOOD

NOTE:

INSULATION NOT SHOWN FOR DRAWING CLARITY

GRACE ICE AND WATER SHIELD HIGH

TEMPERATURE OR EQUAL

STANDING SEAM METAL ROOF, TYP

STRUCTURAL SHEATHING W/

RADIANT BARRIER ON BOTTOM SIDE,

SEE STRUCTURAL PLANS FOR SIZING,

TYP

2x PRE-ENGINEERED TRUSS, SEE

STRUCTURAL, TYP

1/2" WIDE BUTYL MASTIC TAPE

#14 x 1" METAL-WOOD SCREW

@ 24" OC INTO PREDRILLED HOLE

FACTORY FINISHED GABLE TRIM

TO MATCH ROOFING

2x SOFFIT BLOCKING @ EACH

OUTLOOKER W/ 3 - 1 1/2" Ø VENT

HOLES IN EACH SPACE, TYP

FASCIA BOARD, CONTINUOUS

SEE STRUCTURAL SHEETS

FLAT PANEL FIBER CEMENT SOFFIT

LOOKOUT, SEE STRUCTURAL

2x CONTINUOUS BLOCKING FOR

CEILING LID CONNECTION, TYP

FRY REGLET T REVEAL STUCCO

MOULDING (TRM 75-75, OR EQUAL)

2x W/ 8d @ 48" OC, TO TERMINATE RIGID

INSULATION

LIQUID APPLY MEMBRANE OVER PLYWOOD,

AROUND 2x, OVER HEADER

CEMENT PLASTER SYSTEM SIDING, TYP

9"

1"

2x6 FLAT BLOCKING, EACH SIDE

2"

WIRE MESH SCREEN AT

CONTINOUS RIDGE VENT

WIRE MESH SCREEN

3/16" X 7/8 CONTINUOUS

BUTYL TAPE

VENTED RIDGE CAP

1/2" EXTRUDED POLYSTYRENE ADHERED TO UNDER SIDE

OF RIDGE CAP WITH LOCTITE PL 300 OR EQUAL, MITER

RIDGE SEAM, DO NOT RESTRICT AIR FLOW

NON-SKINNING BUTYL SEALANT AT

ENDS, FILL ALL GAPS

FASTENERS W/ NEOPRENE WASHERS PER

MANUFACTURER'S RECOMMENDATIONS

STANDING SEAM METAL ROOF

STRUCTURAL SHEATHING W/

RADIANT BARRIER, SEE

STRUCTURAL

ROOF TRUSS, SEE

STRUCTURAL

VENT 2" MINOPEN VENTAREA

12"

SY

M

M

ET

RI

CA

L

AB

OU

T

VERIFY ALL PORTIONS OF ROOF ASSEMBLY WITH

ROOFING MANUFACTURER'S SPECIFICATIONS AND

RECOMMENDATIONS

CONTINUOUS GALVANIZED VALLEY

FLASHING W/ LAP JOINTS 12" MIN

RUN VALLEY FLASHING

18" MIN. UP ROOF

ROOF FELT, DOUBLE LAYER 24"

UP BOTH SIDES OF VALLEY

STANDING SEAM METAL ROOF, TYP

JOGGLE CLEAT AND

FASTENER

3/8" BEAD OF

NON-SKINNING BUTYL

SEALANT

NOTE:

1. VERIFY ALL PORTIONS OF ASSEMBLY WITH ROOF MANUFACTURER

2. CENTER ALL PENETRATIONS BETWEEN STANDING SEAMS, NEVER CUT INTO OR FLASH OVER ROOF SEAMS.

1" GAP MIN.1"

FASTENERS WITH NEOPRENE

WASHERS, INSTALL PER

MANUFACTURER'S SPECIFICATIONS

ROOF PENETRATION

DRAW BAND

BUTYL SEALANT TAPE

CONTINUOUS UNDER BASE

OF BOOT

METAL ROOF SYSTEM

PLYWOOD ROOF

SHEATHING

DEKTITE ROOF JACK

SEALANT ALL AROUND

4"

1"

4" MIN.

PENETRATION

ATTACH CURB WITH

A 34'S AT 16" 0C

EQUIPMENT CURB FLASHING TRIM

2x12 WOOD CURB

SIDE WALL TRIM

RIVET AND BUTYL TAPE

BUTYL TAPE

NOTE: SIZE CURB TO FIT EQUIPMENT TRIM. FLASHING

PER MANUFACTURER'S RECOMMENDATIONS.

ZEE CLOSER

STANDING SEAM METAL ROOF

FLEXIBLE FLASHING OVER ROOF

UNDERLAYMENT

CONT. ROOF UNDERLAYMENT UP

CURB FRAMING

WALL CAP, SEE MECHANICAL SHEETS

LIQUID APPLY MEMBRANE OVER

PLYWOOD, AROUND 2x, OVER HEADER

RIGID INSULATION

WALL PENETRATION

2x BLOCKING BETWEEN STUDS

GYPSUM WALL BAORD

WALL INSULATION

2x STUD @16" OC

WALL SHEATHING

WALL SHEATHING

2x STUD @16" OC

WALL INSULATION

GYPSUM WALL BAORD

2x BLOCKING BETWEN STUDS

NOTE:

DETAIL CAN BE USED IN ANY TYPICAL SITUATION WHERE OPENING IS REQUIRED THROUGH THE EXTERIOR WALL FOR MECHANICAL, PLUMBING OR ELECTRICAL COMPONENT UNLESS OTHERWISE NOTED.

CEMENT PLASTER SYSTEM SIDING, TYP

BACKER ROD AND SEALANT, FULL

DEPTH & AROUND PENTRATION

LIQUID APPLY MEMBRANE OVER

PLYWOOD, AROUND 2x, OVER HEADER

RIGID INSULATION

CEMENT PLASTER SYSTEM SIDING, TYP

SMF DRIP EDGE 1/4" CLR

FROM CEMENT PLASTER

SMF - EXTEND INTO OPENING

@ TOP AND SIDES

LIQUID APPLY MEMBRANE

RIGID INSULATION

CEMENT PLASTER SYSTEM SIDING, TYP

5/8" PLYWOOD

V-GROOVE FIBER CEMENT SOFFIT

5/4 x 3.5" FIBER CEMENT RUSTIC TRIM

PLYWOOD SHEATHING

ROOF TRUSS, SEE STRUCTURAL SHEETS

LIQUID APPLY MEMBRANE

OVER PLYWOOD

CEMENT PLASTER SYSTEM

DOUBLE "J" CONTROL JOINT,

CLARK DIETRICH MODEL

XJ15 W/ 7/8" GROUND, ZINC

ALLOY

COMPOSITE "Z" FURRING;

BOD: Z-GIRT BY

CLARKDIETRICH

6" 16 GA. BACKING PLATE

AS REQ'D TO INSTALL

LATH AT CONTROL JOINT

AWRB MEMBRANE OVER

PLYWOOD

2x, TYPICAL AT RIGID

INSULATION BREAK

CEMENT PLASTER SYSTEM

FRY REGLET CHANNEL

SCREED,1" WIDTH, CLEAR

ANODIZED

COMPOSITE "Z" FURRING;

BOD: Z-GIRT BY

CLARKDIETRICH

AWRB OVER SHEATHING

CEMENT PLASTER SYSTEM

DOUBLE "J" CONTROL JOINT,

CLARK DIETRICH MODEL

XJ15 W/ 7/8" GROUND, ZINC

ALLOY

LOCATE STUDS BEHIND

LOCATIONS OF JOINTS

A501

ARCHITECTURAL DETAILS

M. HEINTZ

M. HEINTZ

A. ECCLESTON

1"

SHEET NUMBER

SHEET TITLE:

JOB NUMBER:

FILE DATE:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

FRESNO

AIR ATTACK BASE

C130 BARRACKS

2311 N CLOVIS AVENUE

FRESNO, CALIFORNIA 93727

FRESNO COUNTY

DATENO. DESCRIPTION

PL

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REVISIONS

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BCDEFGHIJKL

ABCDEFGHIJKL

DSA Approval

OSFM Approval

TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs

Va ul t s

1131 S STREET, SACRAMENTO, CA 95811-2460

V2

S C A L E : 93" = 1'-0"OPENING THROUGH EXTERIOR WALL

S C A L E : 11 1/2" = 1'-0"TYPICAL EAVE

S C A L E : 21 1/2" = 1'-0"TYPICAL RAKE

S C A L E : 33" = 1'-0"TYPICAL RIDGE

S C A L E : 43" = 1'-0"TYPICAL VALLEY SECTION

S C A L E : 51 1/2" = 1'-0"GUTTER @ EAVE

S C A L E : 63" = 1'-0"ROOF PENETRATION

S C A L E : 73" = 1'-0"EQUIPMENT CURB AT ROOF

S C A L E : 83" = 1'-0"PORCH SOFFIT AT PORCH GABLE

S C A L E : 113" = 1'-0"CEMENT PLASTER CHANNEL SCREED

C :\U se rs

\D co ro na

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S T A T E O F C A L IF O R NIA

S C A L E : 103" = 1'-0"CEMENT PLASTER CONTROL JOINT

S C A L E : 123" = 1'-0"CEMENT PLASTER VERTICAL JOINT

1 SEPT 2026 ADDENDUM #1

WOOD CASING TRIM

WOOD TRIM, MATCH

WINDOW TRIM

NOTES:

1. INSTALL FULL FLASHING SYSTEM PER MANUFACTURER'S WRITTEN REQUIREMENTS.

2. FASTEN WINDOWS WITH COMPATIBLE 6d FASTENERS 3" FROM CORNERS AND 12" OC MAX

IN FIELD

3. SHIM AS REQUIRED BY WINDOW MANUFACTURER.

HEADER, SEE STRUC

AWRP OVER

SHEATHING, WRAP

INTO HEADER

WINDOW HEAD, SEE

WINDOW SCHEDULE

COMPATIBLE FLASHING

OVER WINDOW WITH

DOUBLE LAYER OF

SEALANT. SHIM AS REQ'D.

CEMENT PLASTER

SYSTEM

SELF-ADHERED

FLASHING AROUND

WINDOW OPENING

ZINC "J" MOLDING AT END

OF PLASTER

CONT SMF OVER

SELF-ADHERED. SECOND

LAYER OF SELF-ADHERED

OVER SMF.

WOOD SILL BELOW

WINDOW JAMB,

SEE WINDOW

SCHEDULE

WINDOW JAMB

TRIM

CEMENT PLASTER SYSTEM

AWRB OVER SHEATHING,

WRAP OVER STUDS

PLASTER CORNER BEAD

COMPATIBLE SMF

AGAINST WINDOW

WITH DAM

SHEET METAL FLASHING

OVER SELF-ADHERED,

WRAP AROUND CORNER.

SEALANT AND

BACKER ROD

ZINC "J" MOLDING AT END

OF PLASTER

SELF-ADHERED FLASHING

AROUND WINDOW OPENING

SECOND LAYER OF

SELF-ADHERED OVER SMF LEG

1x WOOD SILL

EXTEND SILL /

APRON 1"

BEYOND FINISH

JAMB, EASE EDGE

WOOD

CASING TRIM

WINDOW SILL, SEE

WINDOW SCHEDULE

SEALANT AND BACKER ROD

CEMENT PLASTER SYSTEM

AWRB OVER SHEATHING

AND TOP PLATE

SELF-ADHERED FLASHING

AROUND WINDOW OPENING

ZINC "J" MOLDING

COMPATIBLE SMF AGAINST

WINDOW WITH DAM WITH VERTICAL

LEG OVER SELF-ADHERED

COMPATIBLE SHIM AS REQ'D

BY WINDOW MFR

8" MAX

STRUCTURAL HEADER,

SEE STRUCTURAL

DOOR AND FRAME, SEE

DOOR SCHEDULE

SEALANT AND BACKER ROD

SHEET METAL FLASHING

1/4" CLR BELOW PLASTER

CONTINUOUS WEATHER

STRIPPING

CEMENT PLASTER SYSTEM

AWRB OVER

PLYWOOD, AROUND

2x, OVER HEADER

SELF-ADHERED FLASHING

OVER SHEET METAL

FLASHING, 6" MINIMUM

VERTICAL LEG

GALVANIZED "J" MOLDING

PLASTER CORNER BEAD

REINFORCED MESH

DOOR AND FRAME

SEALANT AND BACKER ROD

CONTINUOUS WEATHER

STRIPPING

FRAME ANCHORS AT JAMBS,

3 PER SIDE, ATTACH WITH (2)

8d PER STRAP

DOUBLE STUD

8" M

AX

AWRB OVER SHEATHING

DOOR JAMB, SEE DOOR SCHEDULE

CEMENT PLASTER SYSTEM

SELF-ADHERED FLASHING

AROUND OPENING

GALVANIZED "J" MOLDING

GYPSUM WALLBOARD,

PAST STUDS INTO DOOR

FRAME

PLASTER CORNER BEAD

REINFORCEMENT MESH

AROUND CORNER

1/ 2"

M

AX

OFFSET ACCESSIBLE

ALUMINUM THRESHOLD

FINISHED CONCRETE SLAB

DOOR AND FRAMECONCRETE

PATIO OR

STOOP

SEALANT

1/ 4"

M

AX

5/ 8"

2" 3/

8"

AS REQUIRED

WALL NOTE: SEE SHEET A101 FOR WALL TYPES & REFERENCES TO

CORRESPONDING DETAILS

SEE DOOR SCHEDULE

STRUCTURAL HEADER

1 HOUR RATED WALL

ASSEMBLY

(SEE WALL NOTE BELOW)

EXTEND TYPE 'X' GYPSUM BOARD

BEHIND RATED FRAME AS SHOWN

AND AS PER MANUFACTURER'S

SPECIFICATION FOR TESTED RATED

ASSEMBLY

RATED METAL FRAME, TYP INSTALL

FRAME TO 2x FRAMING PER

MANUFACTURER'S SPECIFICATIONS

FOR TESTED RATED ASSEMBLY

DOOR, SEE SCHEDULE

CONTINUOUS WEATHER STRIPPING

AS REQUIRED

SEE DOOR SCHEDULE

STRUCTURAL HEADER

DOOR, SEE SCHEDULE

2" 5/

8"

DOOR FRAME,

SEE DOOR SCHEDULE

GYPSUM WALLBOARD,

TYP

ACOUSTICAL SEALANT

DOUBLE STUD

1 HOUR RATED WALL ASSEMBLY

EXTEND TYPE 'X' GYPSUM BOARD

BEHIND RATED DOOR FRAME, 3/8"

MIN

DOOR, SEE SCHEDULE

RATED METAL DOOR FRAME

CONTINUOUS WEATHER STRIPPING

ACOUSTICAL SEALANT

NOTES:

1. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE

THRESHOLD. DOORWAY LANDINGS SHALL BE LEVEL.

2. TRANSITIONS BETWEEN FLOOR MATERIALS ARE LIMITED BY SAME MAXIMUM RISE AND

SLOPE.

2 1/2" MAX @ 1:2 SLOPE

TYP

DOUBLE STUD

DOOR, SEE

SCHEDULE

METAL DOOR

FRAME

ACOUSTICAL

SEALANT

1/2" PLYWOOD

GYPSUM BOARD

EN, SEE STRUCTURAL

INTERIOR CONCRETE CURB

SACK AND PATCH

WHERE CONCRETE

CURB IS EXPOSED

FINISH WHERE OCCURS

DIAGONAL BRACE

(2) SDS 1/4" x 5-1/2" @

36" OC VERTICALLY.

RECESS AND COVER

WITH WOOD FILLER

POST

SEALANT AND BACKER ROD

GALVANIZED "J" MOULDING

SELF-ADHERED FLASHING

WRAPPED AROUND POST AND

EXTEND MIN 4" PAST JOINT

INSIDE CORNER

OUTSIDE CORNER

INSIDE CORNER CONTROL JOINT BOD:

CLARK DIETRICH: TYPE 31IC OR 30 W/

REMOVABLE TAPE. ANCHOR INTO

HORIZONTAL Z-GIRT

CEMENT PLASTER SYSTEM

PLASTER CORNER BEAD, BOD: CLARK

DIETRICH E-CORNER BEAD

CEMENT PLASTER SYSTEM

AWRB OVER SHEATHING TYP

IMPACT RESISTANT REINFORCING

MESH BELOW STANDARD MESH,

EXTEND 24" EA DIRECTION AT

CORNERS

CONTINUOUS

INSULATION WITH

DRAINAGE CHANNELS

2x STUD

INSULATION

SILL PLATE

STRUCTURAL

FOUNDATION

GYPSUM WALLBOARD

CEMENT PLASTER SYSTEM

1"

G.I. WEEP SCREED, TYP

SELF-ADHERED

FLASHING, 6" MIN

FINISH GRADE

PLYWOOD SHEATHING

COVERED IN AWRB

CI WEEP TRACK

4"

M

IN

C

LR

RECEIVER TRIM

PLASTER CEMENT, SEE

18/- FOR FINISHING.

TERMINATE OVER AWRB

AWRB LAPPED OVER

SIDEWALL FLASHING

VERTICAL LEG

STANDING SEAM

METAL ROOFING

WRAP ROOF MEMBRANE UP

WALL 8" MINIMUM

SIDEWALL FLASHING OVER

ROOF MEMBRANE

A503

ARCHITECTURAL DETAILS

M. HEINTZ

M. HEINTZ

A. ECCLESTON

1"

SHEET NUMBER

SHEET TITLE:

JOB NUMBER:

FILE DATE:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

FRESNO

AIR ATTACK BASE

C130 BARRACKS

2311 N CLOVIS AVENUE

FRESNO, CALIFORNIA 93727

FRESNO COUNTY

DATENO. DESCRIPTION

PL

OT

D

AT

E:

PR

OJ

EC

T

PA

TH

A

REVISIONS

VE

R

. 2

BCDEFGHIJKL

ABCDEFGHIJKL

DSA Approval

OSFM Approval

TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs

Va ul t s

1131 S STREET, SACRAMENTO, CA 95811-2460

V2

S C A L E : 13" = 1'-0"TYPICAL WINDOW HEAD

S C A L E : 23" = 1'-0"TYPICAL WINDOW JAMB

S C A L E : 33" = 1'-0"TYPICAL WINDOW SILL

S C A L E : 6NTSNOT USED

S C A L E : 7NTSNOT USED

S C A L E : 8NTSNOT USED

S C A L E : 113" = 1'-0"EXTERIOR STEEL DOOR HEAD

S C A L E : 123" = 1'-0"EXTERIOR STEEL DOOR JAMB

S C A L E : 133" = 1'-0"EXTERIOR DOOR THRESHOLD

S C A L E : 203" = 1'-0"NON RATED DOOR HEAD

S C A L E : 163" = 1'-0"RATED STEEL DOOR HEAD

S C A L E : 173" = 1'-0"RATED STEEL DOOR JAMB

S C A L E : 146" = 1'-0"INTERIOR DOOR THRESHOLD

S C A L E : 213" = 1'-0"NON RATED DOOR JAMB

S C A L E : 183" = 1'-0"TYPICAL EXTERIOR WALL AT FOOTING

S C A L E : 43" = 1'-0"INTERIOR CONCRETE CURB

S C A L E : 53" = 1'-0"WOOD TRIM AT SIDING

S C A L E : 9NOT TO SCALENOT USED

S C A L E : 151" = 3'-0"SIDE WALL FLASHING DETAIL

S C A L E : 19NTSNOT USED

C :\U se rs

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1 SEPT 2026 ADDENDUM #1

S C A L E : 103"=1'-0"PLASTER CORNER DETAILS

#8 x 2 1/2" FLAT HEAD @ 16" OC

NOTE: ANCHORING FOR ALL CABINETS, SHELVING AND LOCKERS SIM.

FINISHED FLOOR

BASE AS SCHEDULED

2x4 PRESSURE TREATED PLATE W/ 0.150 SHAFT x 3" @ 24" OC

SHOT PIN TO SLAB, 1 1/2" MIN

EMBEDMENT

BLOCKING, SEE DETAIL #14 THIS

SHEET

#14 x 3" TRUSS HEAD SCREW @

12" OC W/ 1 1/2" MIN PENTRATION

TO BLOCKING

24"

4"

4"

TYP

TY

P

NOTES:

1. SEE DETAL #2 THIS SHEET FOR

ANCHORING CABINETS.

2. SEE PLANS AND INTERIOR

ELEVATIONS FOR LOCATION,

CONFIGURATION AND MATERIALS.

3. SEE SHEET A001 AND ROOM FINISH

SECHEDULE FOR MATERIALS AND

ADDITIONAL INFORMATION.

4" UO

N

TOP OF BACKSPLASH SHALL BE

WATERFALL W/ 1/4" RADIUS

BASE OF BACKSPLASH

SHALL BE A BUTT JOINT

FACE OF COUNTER SHALL

BE 1 1/2", MITERED W/

1/16" RADIUS

" T

YP

" M

AX

, T

YP

AC

CE

SS

IB

LE

LO

CA

TI

ON

S

DRAWER FACE AND DOOR,

TYP

ADJUSTABLE SHELF, TYP

BASE AS SHEDULED, TYP

FINISH FLOOR

COMPOSITE QUARTZ COUNTER

TOP AND SPLASH, UON

DRAWER, WHERE IT OCCURS

SEE DETAIL #14 THIS SHEET

FOR BLOCKING DETAIL, TYPICAL

1 1/4" 1/4"

3/4"

#16 x 3" TRUSS HEAD SCREW INTO

SOLID BLOCKING, (4) REQUIRED FOR

CABINETS UP TO 36" WIDE, TYP

CEILING HEIGHT

SEE ROOM FINISH

SCHEDULE

14"

NOTES:

1. SEE PLANS AND INTERIOR

ELEVATIONS FOR LOCATION,

CONFIGURATION AND MATERIALS.

2. SEE SHEET A001 AND ROOM FINISH

SCHEDULE FOR MATERIALS AND

ADDITIONAL INFORMATION.

" M

IN

UO

N

ADJUSTABLE SHELF, TYP

ADJUSTABLE SHELF, TYP

3"

SEE DETAIL #14 THIS SHEET FOR

BLOCKING DETAIL, TYPICAL

SEE DETAIL #14 THIS SHEET FOR

BLOCKING DETAIL, TYPICAL

NOTE:

LOCATE COUNTER SUPPORTS AT 48" OC MAX, WITHIN 2" OF FREE ENDS.

COORDINATE CLEARANCES WITH SINKS AND ALL PLUMBING

8" 8"

3/16 3" x 16" x 3/16" STEEL PLATE W/ 1/2" x 3" LAG

BOLT W/ WASHERS

THRU DOUBLE STUD

2" x 2" x 3/16" STEEL

"L" BRACKET

COUNTER SKIRT

MATCHING CABINET

1/

2"

1 1/2"

4" UO

N

1 1/4"

+34" OR +36"

AFF SEE INT ELEV

COUNTERTOP W/ SPLASH, TYP

BLOCKING IN WALL AT 24", 72" AND 96" ABOVE FINISHED FLOOR

MITERED CORNER

WITH EASED EDGE

1/2" ACX PLYWOOD SUBTOP

SIMPSON FRAMING CLIP

A34 TOP & BOTTOM EACH

SIDE, FASTENED W/ 8 D'S

4x6 BLOCKING, UON

WALL FRAMING AS

SCHEDULED

NOTE:

FOR VERTICAL PIPE AND MECHANICAL ITEMS, ARRANGE

BLOCKING IN WALL AT 24", 72" AND 96" ABOVE FINISHED FLOOR

WALL FRAMING, TYP

5/8" R. CORNER BEAD

GYPSUM BOARD, TYP

1x WOOD TRIM, SHIM AS REQUIRED

WOOD DOOR

CASING TRIM EACH

SIDE

NOTE: HEAD SIM

3/8" LAP

5 1/2"

TO

P

OF

SH

EL

F

2' -0

2'

-0

1' -6

1'

-6

TY

P

1/

4"

TY

P

TY

P

TY

P

VARIES, SEE INTERIOR ELEVATIONS

#16 x 3" TRUSS HEAD SCREW @ 32" OC

INTO SOLID BLOCKING, SEE DETAIL #14

THIS SHEET FOR BLOCKING

BASE AS SHEDULED, TYP

1 x 4 SOLID WOOD FACE

FRAME, CHERRY HARDWOOD

3/4" PLYWOOD SHELF, TYP

1 x 2 SOLID WOOD SHELF SUB

FRAME, CHERRY HARDWOOD

1 x 4 SOLID WOOD FACE FRAME, CHERRY HARDWAOOD

1 1/2" MAX

1/

2" M

AX

14"-15"

FULL DEPTH OF SHOWER STALL

SHOWER WALL

FINISHED FLOOR

" T

O

SH

OW

ER

W

AL

L

6" MAX

FINISHED FLOOR

CE

NT

ER

O

F

GR

AB

B

AR

3" A

FF

TO

S

HO

W

C

LE

AR

AN

CE

F

RO

M

S

EA

T

SW

IN

G

NOTE: THE STRUCTURAL STRENGTH OF SHOWER SEATS,

FASTENERS, AND MOUNTING DEVICES SHALL COMPLY

WITH CBC 11B-610.4 (WITHSTAND MINIMUM OF 250

POUNDS LOAD). FASTENERS PER MFR.

WHEN FOLDED

SIDE VIEW

C

PLAN VIEW

A

FRONT VIEW

B

SH

OW

ER

W

AL

L

4 x 4 BLOCKING IN WALL, SEE DETAIL #14 / A504

SIM.

4 x 6 BLOCKING IN WALL, SEE DETAIL #14 / A504

SIM.

L-SHAPED GRAB BAR

3" MAX

COMPARTMENT

ENTRY

DRAIN FOR WATER OFF FLOW.

(3) #14 x 2 1/2" TYPE-304 STAINLESS

STEEL, PHILIPS ROUND-HEAD, SHEET

METAL SCREWS

FACE OF FINISH

2x FRAMED WALL, TYP.

GRAB BAR 1 1/4" TO

1 1/2" OUTSIDE DIAMETER

4 x 6 BLOCKING @ GRAB BAR A34'S

TO WALL FRAMING

WAINSCOT (AS OCCURS), SEE ROOM

FINISH SCHEDULE

1 1/2" ABSOLUTE CLEAR TO FACE OF

FINSH

6"

6"3/4" CHAMFER

#4 CONTINUOUS

CONCRETE CURB

#4 x 0'-8" DOWEL

@ 24" OC

FLATWORK / PORCH

SE

E

EL

EV

AT

IO

N

NOTES:

1. PROVIDE TILE/SOLID SURFACE WORK AS INDICATED IN ELEVATIONS. SINGLE SIDE

CONFIGURATION SIMILAR.

2. USE A PREFABRICATED OR MFR APPROVED NICHE SYSTEM COMPATIBLE WITH THE

SHOWER WATERPROOFING SYSTEM/MEMBRANE. SEE WATERPROOFING SYSTEM AT PAN

5/A502. BASIS OF DESIGN: SCHLUTER KERDI-BOARD-SN

3. INSTALL NICHE IN ACCORDANCE WITH ALL MANUFACTURER REQUIREMENTS FOR

WATERPROOFING.

4. ENSURE TILE ON SHELF SLIGHTLY SLOPES TOWARDS THE DRAIN FOR WATER OFF FLOW.

METAL EDGE TRIM

SYSTEM ALONG ALL

EXPOSED EDGES

BACK, TOP, BOTTOM,

SIDES SHOWER MATERIAL.

SEE ELEVATIONS.

STUD ON SIDE

DOUBLE AT TOP &

BOT OF OPENING.

FRAME PER 6/S511

PREFABRICATED SHOWER

NICHE SYSTEM.

WALL FRAMING, TYP

GYPSUM BOARD, TYP

5-1/2" TRIM EA SIDE

A504

ARCHITECTURAL DETAILS

M. HEINTZ

M. HEINTZ

A. ECCLESTON

1"

SHEET NUMBER

SHEET TITLE:

JOB NUMBER:

FILE DATE:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

FRESNO

AIR ATTACK BASE

C130 BARRACKS

2311 N CLOVIS AVENUE

FRESNO, CALIFORNIA 93727

FRESNO COUNTY

DATENO. DESCRIPTION

PL

OT

D

AT

E:

PR

OJ

EC

T

PA

TH

A

REVISIONS

VE

R

. 2

BCDEFGHIJKL

ABCDEFGHIJKL

DSA Approval

OSFM Approval

TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs

Va ul t s

1131 S STREET, SACRAMENTO, CA 95811-2460

V2

S C A L E : 61 1/2" = 1'-0"UPPER CABINET

S C A L E : 51 1/2" = 1'-0"WALL MOUNTED COUNTERTOP

S C A L E : 81 1/2" = 1'-0"SHOWER NICHE

S C A L E : 143" = 1'-0"STANDARD BLOCKING

S C A L E : 7N.T.S.CASED WALL CORNER

S C A L E : 151 1/2" = 1'-0"INTERIOR STANDARD WALL CORNER

S C A L E : 103" = 1'-0"CASED OPENING JAMB

S C A L E : 131" = 1'-0"STORAGE SHELVING

S C A L E : 11" = 1'-0"FOLDING SEAT

S C A L E : 31 1/2" = 1'-0"BASE CABINET

S C A L E : 21 1/2" = 1'-0"BASE CABINET ANCHORAGE

S C A L E : 41" = 1'-0"CONCRETE CURB

S C A L E : 12N.T.S.NOT USED

S C A L E : 93" = 1'-0"GRAB BAR

S C A L E : 11NOT TO SCALENOT USED

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S T A T E O F C A L IF O R NIA

1 SEPT 2026 ADDENDUM #1

NOTE: ALL WELDS AND HEAT AFFECTED AREAS SHALL PASSIVATED WITH NITRIC ACID AND CLEANED

2X

2X

2X

25" MAX, UNO

1"

/2

5/8" PLYWOOD x 3 3/4" HIGH

3/8" PLYWOOD x 2" HIGH

3/4" MARINE-GRADE PLYWOOD

5/8" MARINE-GRADE PLYWOOD

1/4" RADIUS

9/16" RADIUS

Z CLIP, TO BLKG BETWEEN STUDS

Z CLIP: 1 1/2" WIDE x 2" TALL ALUMINUM CLIP WITH 5/8" LIFT OFF AND 0.20 STAND OFF. CLIPS TO

BE MOUNTED TO BLOCKING AT 32" OC WITH TW0 8d COMMONS PER CLIP

1/4" RADIUS

/2

1/4" RADIUS

1/4" @ 60 DEGREES TURN BACK

14 GAUGE T316 GRADE STAINLESS STEEL

TOP AND BACKSPLASH OVER SUB TOPS

U O N

EDGE OF COUNTERTOP

1'-9 1/4"

1'-3 1/4"

3/8" RADIUS,

TYP

1/8" RADIUS,

TYP

3/8" RADIUS, TYP

1/8" RADIUS, TYP4 1/2"

/2

/4

1'-9 1/4"

TYP

R 1 3/4"

8"

1 1/2" DIAMETER HOLE FOR FAUCET

1 1/8" DIAMETER HOLE FOR SOAP DISPENSER

SEE PLUMBING SCHEDULE FOR FAUCET AND DRAIN.

HOLE FOR DRAIN SHALL FABRICATED AND SIZED TO

ACCOMMODATE THE INSTALLATION OF "JUST J-35-316

STAINLESS STEEL DRAIN WITH CRUMB CUP STRAINER"

PROVIDE & INSTALL SOAP DISPENSER, MOEN S3947

PROVIDE & INSTALL SINK BOTTOM GRID, KRAUS BG2317

EDGE OF COUNTERTOP

8" 8"8"

2'-4"

R 1/2

TYP

2'-4"

" TYP

R 1/2"

/2

/2

1 1/2" DIAMETER HOLE FOR FAUCET

1 1/8" DIAMETER HOLE FOR SOAP DISPENSER 1 1/2" DIAMETER HOLE FOR FAUCET

1 1/8" DIAMETER HOLE FOR SOAP DISPENSER

1 1/4" DIAMETER HOLE FOR AIR GAPHOLE IN 3/4" SUBTOP, SEE NOTE BELOW

SEE PLUMBING SCHEDULE FOR FAUCET AND DRAIN.

HOLE FOR DRAIN SHALL FABRICATED AND SIZED TO

ACCOMMODATE THE INSTALLATION OF "JUST J-35-316

STAINLESS STEEL DRAIN WITH CRUMB CUP STRAINER"

CUT HOLE IN 3/4" SUBTOP ONLY OF 2 1/2" x 2 1/2" CENTERED

AT HOLE FOR AIR GAP

PROVIDE & INSTALL SOAP DISPENSER, MOEN S3947

PROVIDE & INSTALL AIR GAP, MOEN 105895CSL

PROVIDE & INSTALL SINK BOTTOM GRIDS FOR BOTH SINKS,

KRAUS KBG-100-30

1'-4"

3/8" RADIUS,

TYP

1/8" RADIUS,

TYP

4 1/2"

4 1/2"

3/8" RADIUS, TYP

1/8" RADIUS, TYP

3/8" RADIUS,

TYP

1/8" RADIUS,

TYP

1/8" RADIUS, TYP

3/8" RADIUS, TYP

1'-4"2'-4" 2'-4"

A505

ARCHITECTURAL DETAILS

M. HEINTZ

M. HEINTZ

A. ECCLESTON

1"

SHEET NUMBER

SHEET TITLE:

JOB NUMBER:

FILE DATE:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

FRESNO

AIR ATTACK BASE

C130 BARRACKS

2311 N CLOVIS AVENUE

FRESNO, CALIFORNIA 93727

FRESNO COUNTY

DATENO. DESCRIPTION

P

LO

T D A

TE

P R O

JE

C T P A

TH

A

REVISIONS

V E R

B C D E F G H I J K L

A B C D E F G H I J K L

DSA Approval

OSFM Approval

TE

CHN

ICAL SERVICES

Capital

Outlay Real Estate

Surveying Architecture &Enginee ring C on st ru ct io n Ma na ge m en t

To we rs

Va ul ts

1131 S STREET, SACRAMENTO, CA 95811-2460

V2

S C A L E :

13" = 1'-0"

STAINLESS STEEL COUNTERTOPS AND BACKSPLASH

S C A L E :

21 1/2" = 1'-0"

KITCHEN INTEGRATED STAINLESS STEEL SINGLE SINK

S C A L E :

31 1/2" = 1'-0"

KITCHEN INTEGRATED STAINLESS STEEL DOUBLE SINK

N P R O

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ED

PRO FES S IO NA L

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IN

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T A T E O F C A L IFO RNI

A

Jul 18, 2023

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/23/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-1342

A . E

. E CC LES T O

N

C 90716

C IV I L

R E G

IS

T E R E D

PROFES S IO NA L

E N G

IN

E E R

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T A T E OF CA L IFORNI

A

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-121081

04/15/2024

" M

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TOP CENTER OF PULLS

SHALL BE LOCATED IN

CENTER OF TOP RAIL

AND SIDE STILES OF

BASE CABINETS, TYP

PULLS SHALL BE

LOCATED IN CENTER

OF DRAWERS, TYP

BOTTOM CENTER OF

PULLS SHALL BE

LOCATED IN CENTER OF

BOTTOM RAIL AND SIDE

STILES OF UPPER

CABINETS, TYP

SEE CABINET AND

SHELVING

INFORMATION #15 FOR

ADDITIONAL

INFORMATION

AC

CE

SS

IB

LE

R

EA

CH

R

AN

GE

A602

ROOM FINISH SCHEDULE

M. HEINTZ

M. HEINTZ

A. ECCLESTON

1"

SHEET NUMBER

SHEET TITLE:

JOB NUMBER:

FILE DATE:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

FRESNO

AIR ATTACK BASE

C130 BARRACKS

2311 N CLOVIS AVENUE

FRESNO, CALIFORNIA 93727

FRESNO COUNTY

DATENO. DESCRIPTION

PL

OT

D

AT

E:

PR

OJ

EC

T

PA

TH

A

REVISIONS

VE

R

. 2

BCDEFGHIJKL

ABCDEFGHIJKL

DSA Approval

OSFM Approval

TECHN I CAL SERV I CES Capital Out lay Real Estate Surveying Architecture & Engineering C ons tru ct ion Ma na ge rs

Va ul t s

1131 S STREET, SACRAMENTO, CA 95811-2460

V2

ROOM FINISH SCHEDULE

ROOM NAME FLOOR BASE

WALL CEILING

REMARKS

NORTH EAST SOUTH WEST PAINT

CEILING

HEIGHT

ENTRY F-6 B-1 W-1 W-1 W-1 - C-1 9'-0"

DAY ROOM F-1 B-4 W-1 W-1 W-1 - C-1 SLOPED B-2 AT CABINET AREA

DINING ROOM F-1 B-4 W-1 - W-1 W-1 C-1 SLOPED

KITCHEN / PANTRY F-1 B-2 W-2 W-2 - W-2 C-2 9'-0"

HALL1 F-1 B-1 - W-1 - W-1 C-1 9'-0"

LIBRARY F-1 B-3 W-4 W-4 W-4 W-4 C-1 9'-0"

HALL2 F-1 B-3 W-3 W-1 W-1 W-1 C-1 9'-0"

HALL3 F-1 B-3 W-4 W-4 W-4 W-4 C-1 9'-0"

BEDROOM 1 F-1 B-1 W-1 W-1 W-1 W-1 C-1 9'-0"

BEDROOM 2 F-1 B-1 W-1 W-1 W-1 W-1 C-1 9'-0"

BEDROOM 3 F-1 B-1 W-1 W-1 W-1 W-1 C-1 9'-0"

BEDROOM 4 F-1 B-1 W-1 W-1 W-1 W-1 C-1 9'-0"

BEDROOM 5 F-1 B-1 W-1 W-1 W-1 W-1 C-1 9'-0"

BEDROOM 6 F-1 B-1 W-1 W-1 W-1 W-1 C-1 9'-0"

ELECTRICAL / TELECOMM F-2 B-1 W-1 W-1 W-1 W-1 C-1 9'-0"

MECHANICAL F-2 B-1 W-1 W-1 W-1 W-1 C-1 9'-0"

STORAGE 2 F-1 B-1 W-1 W-1 W-1 W-1 C-2 9'-0"

PHYSICAL TRAINING F-5 B-12 W-1 W-1 W-1 W-1 C-1 9'-0"

BATHROOM 1 F-3 / F-4 B-10

W-2/WA-1/

WA-3/W-10

W-2/WA-1/

WA-3/W-10

W-5/WA-1/

WA-3

W-2/WA-1/

WA-3/W-10 C-2 9'-0"

BATHROOM 2 F-3 / F-4 B-10

W-2/WA-1/

WA-3/W-10

W-2/WA-1/

WA-3/W-10

W-5/WA-1/

WA-3

W-2/WA-1/

WA-3

C-2 9'-0"

LAUNDRY F-3 B-10 W-2 / WA-1 W-2 / WA-1 W-2 / WA-1 W-2 / WA-1 C-2 9'-0"

BATHROOM 3 F-3 / F-4 B-10 W-5/WA-1 W-2/WA-1 W-2/WA-1/

W-10

W-2/WA-1/

WA-3/W-10 C-2 9'-0"

STORAGE 1 F-1 B-1 W-1 W-1 W-1 W-7 C-2 9'-0"

GENERAL FINISH NOTES

FINISH LEGEND / COLOR SELECTION

FLOORING INFORMATION:

FLOOR - POLISHED & STAINED OR SEALED CONCRETE, BOD: L. M. SCOFIELD COMPANY

F-1 POLISHED AND SEALED CONCRETE: GRADE 2, CLASS 2; BOD: FORMULA ONE LITHIUM DENSIFIER MP, FORMULA ONE GUARD-W CONCRETE SEALER

F-2 SEALED CONCRETE: SELECTSEAL PLUS

NOTE: CONSTRUCTION JOINTS SHALL FINISHED WITH JOINT FILLER: BOD: METZGER/McGUIRE SPAL-PRO RS 65, STANDARD GRAY

FLOOR - TILE:

F-3 BASIS OF DESIGN: NEW ROCK FUMO LIGHT GRAY 12x24 LIMESTONE LOOK MATTE PORCELAIN TILE BY TILEBAR F-4 (SHOWER FLOORS) BASIS OF DESIGN: KOBE FLAKES OCEAN BLUE 24x24 TERRAZZO LOOK MATTE PORCELAIN TILE BY TILEBAR

(MINIMUM DYNAMIC COEFFICIENT OF FRICTION = 0.42)

FLOOR - RUBBER

F-5 BASIS OF DESIGN: CONNOR SPORTS FLOORING, STYLE: CONTROL XT SIZE: 10MM THICK, 48" WIDE ROLL COLOR: DARK GRAY / CS 41

INTERIOR BASE TYPE:

B-1 7/16" X 3 1/4" PRIMED HARDWOOD; COLOR: SHERWIN WILLIAMS, SW7005 PURE WHITE, SEMIGLOSS.

B-2 7/16" X 3 1/4" MAPLE HARDWOOD

B-3 7/16" X 5 1/2" PRIMED HARDWOOD; COLOR: SHERWIN WILLIAMS, SW7005 PURE WHITE, SEMIGLOSS.

B-4 7/16" X 5 1/2" MAPLE HARDWOOD

B-10 TILE COVED BASE, BOD: SCHLUTER DILEX-EHK

B-12 6" COVED RUBBER BASE; COLOR AS SELECTED BY ARCHITECT

INTERIOR WALL INFORMATION:

WALL TILE:

WA-1 WALL TILE BOD: NEW ROCK PERLA WHITE 12x24 LIMESTONE LOOK MATTE PORCELAIN TILE BY TILEBAR WA-2 WALL ACCENT TILE BOD: STACY GARCIA MADDOX TERRACOTTA ORANGE 4x8 MATTE CERAMIIC SUBWAY TILE BY TILEBAR WA-3 WALL ACCENT TILE BOD: PICCOLI PETIT SAND BEIGE 4x12 TERRAZZO LOOK MATTE PORCELAIN TIILE BY TILEBAR

FRAMES

INTERIOR DOOR FRAMES PAINTED TO MATCH SHERWIN WILLIAMS, SW7551 GREEK VILLA, SEMIGLOSS (UNO).

DOORS

INTERIOR WOOD DOORS TO BE CLEAR STAINED.

INTERIOR METAL DOORS PAINTED TO MATCH SHERWIN WILLIAMS, SW7005 PURE WHITE, SEMIGLOSS.

CEILING INFORMATION:

CEILING MATERIAL:

C-1 WALL BOARD, PAINTED TO MATCH SHERWIN WILLIAMS, SW7005 PURE WHITE, FLAT.

C-2 WALL BOARD, PAINTED TO MATCH SHERWIN WILLIAMS, SW7005 PURE WHITE, SEMIGLOSS.

W-1 GYPSUM BOARD: PAINTED TO MATCH SHERWIN WILLIAMS, SW7551 GREEK VILLA, SATIN.

W-2 GYPSUM BOARD: PAINTED TO MATCH SHERWIN WILLIAMS, SW7551 GREEK VILLA, SEMIGLOSS W-3 GYPSUM BOARD: PAINTED TO MATCH SHERWIN WILLIAMS, SW0046 WHITE HYACINTH, SATIN W-4 GYPSUM BOARD: PAINTED TO MATCH SHERWIN WILLIAMS, SW6028 CULTURED PEARL, SATIN.

W-5 GYPSUM BOARD: PAINTED TO MATCH SHERWIN WILLIAMS, SW6224 MOUNTAIN AIR, SEMIGLOSS.

W-10 SOLID SURFACING; 6 MM WALL CLADDING, PORCELAIN; BOD: CAESERSTONE 545 FOSSILLIA

1. SEE INTERIOR ELEVATIONS FOR EXTENTS OF WALL TILE AND OTHER FINISHES.

2. LEVEL 4 SMOOTH GYPSUM BOARD FINISH IN ALL AREAS, EXCEPT WHERE NOTED OTHERWISE.

3. LEVEL 3 WITH ORANGE PEEL TEXTURE IN ELECTRICAL AND MECHANICAL ROOMS.

4. ALL CEILING TO BE LEVEL 4 SMOOTH GYPSUM BOARD FINISH.

5. PROVIDE CONTROL JOINT IN GYPSUM FOR EVERY 30' OF LINEAR RUN.

6. PROVIDE CEILING BLOCKING @ 16" O.C. FOR MOISTURE RESISTANT GYPSUM BOARD AT CEILING.

7. SACK AND PATCH ALL EXPOSED CONCRETE CURBS.

8. CONTRACTOR TO SUBMIT ALL PRODUCTS THAT REQUIRE COLOR SELECTION ALONG WITH FULL MANUFACTURER'S COLOR PALETTE FOR ARCHITECT'S FINAL COLOR

SELECTION.

9. PROVIDE TRANSITION STRIPS AT ALL DISSIMILAR FLOOR FINISHES.

10. EXCEPT WHERE INTEGRATED INSIDE WINDOWS, EXTERIOR WINDOWS AND EXTERIOR FIXED DOORS SHALL RECEIVE BLINDS. HORIZONTAL BLINDS; BOD: HUNTER DOUGLAS:

EVERWOOD FAUX WOOD, COLOR: AS SELECTED BY ARCHITECT

11. EXTERIOR WINDOWS AND GLAZED DOORS SHALL BE INSULATED GLASS WITH ONE TEMPERED PANE MEETING THE REQUIREMENTS OF SFM 12-7A-2

12. TILE BASES SHALL HAVE COMPATIBLE COVE METAL TRIM; BOD: SCHLUTER DILEX AHK OR HKS

13. TILE CORNERS SHALL HAVE COVE: BOD: SCHLUTER DILEX-EHK

14. TILE OUTSIDE EDGES SHALL HAVE FINISHING METAL EDGE: BOD: SCHLUTER JOLLY

15. FIELD VERIFY ALL DIMENSIONS.

16. PRODUCTS IDENTIFIED IN SELECTIONS ARE USED AS A BASIS OF DESIGN, OR EQUAL PRODUCT MAY BE SUBMITTED FOR CONSIDERATION DURING SUBMITTAL REVIEW STAGE.

A . E

. E C C L E S T ON

C 90716

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CABINET CONSTRUCTION MATERIALS

CABINET & SHELVING INFORMATION

1. FACE FRAMES, DOORS & DRAWER FRONTS: 3/4" MAPLE CLEAR FINISH

2. ENDS, BACKS, TOPS AND BOTTOMS: 1/2" PLYWOOD.

3. TOE KICKS: 1/4" MAPLE

4. CABINET SHELVES: 3/4" PLYWOOD.

5. HANGING RAILS: 3/4" PLYWOOD.

6. DRAWER BOXES: SEE 0641113 - WOOD FACED ARCHITECTURAL CABINETS.

7. BASE CABINET BOXES SHALL BE COMPLETELY LEVEL ON TOP OF CABINET FRAME IN ORDER TO ACCEPT PLYWOOD SUBTOP FOR SOLID SURFACE COUNTERTOPS.

8. STAINLESS STEEL COUNTERTOPS HAVE DIFFERENT SUB TOPS, SEE DETAILS.

9. DOOR HINGES: CONCEALED, SOFT CLOSING AND FINISHED IN ONE OF THE FOLLOWING FINISHES: POLISHED NICKEL, SATIN NICKEL OR STAINLESS STEEL.

10. DRAWER CLOSURES: HEAVY DUTY FULL EXTENSION CONCEALED SLIDES WITH SOFT CLOSER AND FINISHED IN ONE OF THE FOLLOWING FINISHES: POLISHED NICKEL, SATIN NICKEL OR STAINLESS STEEL.

11. DOOR AND DRAWER PULLS: ACCESSIBILITY COMPLIANT PULLS, CENTER TO CENTER: 3 3/4", OVERALL LENGTH:

4 5/8", WIDTH: 7/8" AND PROJECTION: 13/16" WITH STAINLESS STEEL FINISH.

SHELVING CONSTRUCTION MATERIALS

1. CONCEALED SHELVING SHALL BE 3/4" PLYWOOD.

2. EXPOSED MOUNTED / HUNG SHELVES: MAPLE TO MATCH CABINETS.

3. EXPOSED MOUNTED SHELVES IN CLOSETS SHALL BE PAINTED TO MATCH SHERWIN WILLIAMS SOLO 100% ACRYLIC, GLOSS.

4. SEE ARCHITECTURAL DETAILS FOR REQUIRED BRACKETS AND/OR FASTENING METHODS.

S C A L E : 11" = 1'-0"PULLS FOR DOORS AND DRAWERS

1 SEPT 2026 ADDENDUM #1

1. CABINETS: CLEAR FINISHED

2. SOLID SURFACE COUNTERTOPS: SSF-2

LAUNDRY FINISH NOTES

STORAGE 1 & 2 NOTES

1. SHELVING SHALL BE PAINTED WHITE. SEE CABINET & SHELVING

INFORMATION.

2. SEE FLOOR PLAN FOR SHELVING DEPTHS

KITCHEN FINISH NOTES

1. CABINETS: CLEAR FINISHED .

2. BACKSPLASH / WALL TILE: ±52" HIGH OF WA-2.

3. KITCHEN COUNTERTOPS ALONG WALLS: STL-1 WITH INTEGRATED SINKS AND

SQUARE FRONT AND SIDE EDGES, SEE 1/A505. COMPLETELY WRAPPED AND

WELDED EDGES.

4. KITCHEN ISLAND COUNTERTOP: SSF-1 WITH 1-1/2" FRONT EDGE

5. SEE DETAILS #1, 2 & 3 / A505 FOR MORE INFORMATION ON COUNTERTOPS

AND SINKS.

6. FIELD VERIFY MEASUREMENTS

7. ACOUSTICAL WALL PANELS: AP-1

DAY ROOM FINISH NOTES

1. CABINETS: CLEAR FINISHED.

2. SOLID SURFACE COUNTERTOPS & BACKSPLASH: SSF-2

3. ACOUSTICAL WALL PANELS: AP-2, 240 SQUARE FEET

AP-1: 1" THICK PAINTABLE ACOUSTICAL PANEL, NRC 0.8 MINIMUM. PAINTED TO MATCH ADJACENT WALL COLOR; BOD: ALPHASORB PAINTABLE ACOUSTICAL PANEL AP-2: 1" THICK ACOUSTICAL PANEL WITH FABRIC WRAP. NRC 0.5 MINIMUM. WRAP BOD: HOUSE OF TWEED "EMPIRE" HT21-112 BY KOROSEAL

SOUND ABSORBING ACOUSTICAL PANEL

COUNTER SURFACING:

SSF-1 SOLID SURFACING, SILICA-FREE; BOD: 5144 ROSSA NOVA BY CAESARSTONE ICON

SSF-2 SOLID SURFACING, SILICA-FREE; BOD: 5112 ATERRA BLANCA BY CAESARSTONE ICON

STL-1 14GA STAINLESS STEEL COUNTERTOP, T316 GRADE

1. PRIMARY PAINT: TO MATCH SHERWIN WILLIAMS, SW9180 AGED WHITE

2. BASE PAINT (BELOW REVEAL): PAINT TO MATCH SHERWIN WILLIAMS, SW7511 BUNGALOW BEIGE

3. TRIM, V-GROOVE SIDING: PAINT TO MATCH SHERWIN WILLIAMS, SW7511 BUNGALOW BEIGE

4. EXTERIOR DOORS: PAINT TO MATCH SHERWIN WILLIAMS, SW7594 CARRIAGE DOOR

5. FASCIA AND GUTTERS: PAINT TO MATCH SHERWIN WILLIAMS, SW7594 CARRIAGE DOOR

6. POSTS AND BEAMS: STAIN TO MATCH SHERWIN WILLIAMS EXTERIOR SEMI-SOLID, SW3541SS

7. ROOFING: BASIS OF DESIGN: AEP SPAN DESIGN SPAN HP ZINC GRAY

8. MISCELLANEOUS METALS: PAINT TO MATCH ADJACENT MATERIAL

(MINIMUM DYNAMIC COEFFICIENT OF FRICTION = 0.42)

BATHROOM FINISH NOTES

1. CABINETS: CLEAR FINISHED

2. SOLID SURFACE COUNTERTOPS: SSF-2

3. BACKSPLASH ACCENT TILE: WA-3

4. FLOOR TILE AT SHOWERS: F-4

5. SHOWER WALLS: W-10

WOOD CASING TRIM

INTERIOR WOOD TRIM: CLEAR STAINED MAPLE

FLOOR - CARPET

F-6 WALK-OFF ENTRYWAY CARPET TILE: SHAW CONTRACT WELCOME II TILE, COLOR AS SELECTED BY ARCHITECT

EXTERIOR FINISHES

1. SHELF: CLEAR FINISHED

2. LOCKERS: FINISH AS SELECTED BY ARCHITECT

BEDROOM FINISH NOTES

S501

FOUNDATION/SOIL NOTES

CONCRETE NOTES

NAILING SCHEDULE WOOD NOTES

AB ANCHOR BOLT

ABV ABOVE

ALT ALTERNATE

@ AT

BLK BLOCK/BLOCKING

BLW BELOW

BC BOTTOM CHORD

BN BOUNDARY NAILING

BOT BOTTOM

BTWN BETWEEN

BYND BEYOND

CIP CAST IN PLACE

CJ CONTROL/CONSTRUCTION

JOINT

℄ CENTER LINE

CLG CEILING

CLR CLEAR

CLSM CONTROLLED LOW

STRENGTH MATERIAL

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CMU CONCRETE MASONRY UNIT

CS COIL STRAP

DBL DOUBLE

DET DETAIL

DF DOUGLAS FIR

DIA Ø DIAMETER

DIR DIRECTION

DIM DIMENSION

DTP DOUBLE TOP PLATE

(E) EXISTING

EA EACH

EN END NAILING

EOR ENGINEER OF RECORD

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXT EXTERIOR

FDN FOUNDATION

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FLR FLOOR

FN FACE NAIL

FOC FACE OF CONCRETE

FOF FACE OF FASCIA

FOS FACE OF STUD

FTG FOOTING

GA GAUGE

GLM GLUE LAMINATED MEMBER

GYP GYPSUM BOARD

HD HOLDOWN

HDR HEADER

HGR HANGER

HORIZ HORIZONTAL

HT HEIGHT

INT INTERIOR

LB # POUND(S)

LVL LAMINATED VENEER

LUMBER

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

NIC NOT IN CONTRACT

NO # NUMBER

NTS NOT TO SCALE

OC ON CENTER

OLKR OUTLOOKER

⅊ PLATE OR PROPERTY LINE

PB POST BASE

PC PLUMB CUT

PLF POUNDS PER LINEAR FOOT

PLY PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

R RADIUS

REBAR STEEL REINFORCING BAR

REINF REINFORCING

REQ REQUIRED

REV REVISION

RWD REDWOOD

SC SQUARE CUT

SIM SIMILAR

SP SILL PLATE

SPEC SPECIFICATION(S)

SQ SQUARE

SS SELECT STRUCTURAL

STD STANDARD

SW SHEAR WALL

T&B TOP AND BOTTOM

TC TOP CHORD

TN TOE NAIL

TP TOP PLATE

TOC TOP OF CURB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VLY VALLEY

W/ WITH

W/O WITHOUT

WSP WOOD STRUCTURAL PANEL

ABBREVIATIONS

SYMBOLS

CODE: THE 2022 CALIFORNIA BUILDING CODE

RISK CATEGORY: II

LOADS: WALL DEAD LOAD: 16 PSF

ROOF DEAD LOAD TRUSS TC: 7.3 PSF

ROOF DEAD LOAD TRUSS BC: 7.2 PSF

ROOF DEAD LOAD TOTAL: 14.5 PSF

ROOF LIVE LOAD: 20 PSF

STORAGE AREA ABOVE CEILING: 20 PSF

WIND*: BASIC DESIGN WIND SPEED (V): 96 MPH

NOMINAL DESIGN WIND SPEED (Vasd): 74 MPH

EXPOSURE CATEGORY: D (ALL DIRECTIONS)

INTERNAL PRESSURE COEFFICIENT: ±0.55 PSF

SEISMIC*: SEISMIC IMPORTANCE FACTOR (IE): 1.0

SITE MOD ACCELERATION PARAMETER, SMS: 1.668g

SITE MOD ACCELERATION PARAMETER, SM1: 0.936g

SITE CLASSIFICATION: D

DESIGN ACCELERATION PARAMETER, SDS: 1.112g

DESIGN ACCELERATION PARAMETER, SD1: 0.624g

SEISMIC DESIGN CATEGORY: D

BASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED WALLS SHEATHED WITH WOOD

STRUCTURAL PANELS RATED FOR SHEAR

DESIGN BASE SHEAR N-S: 12.5 KIPS

DESIGN BASE SHEAR E-W: 11.6 KIPS

SEISMIC RESPONSE COEFFICIENTS, CS: 0.171

OVER STRENGTH FACTOR, Ω0 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd 4

RESPONSE MODIFICATION COEFFICIENT, R: 6.5

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

APPLICABLE HORIZONTAL IRREGULARITIES: TYPE 2- REENTRANT CORNER

APPLICABLE VERTICAL IRREGULARITIES: N/A

LOCATION OF BASE: 0

GEOTECH*: ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF

MATERIAL CONCRETE FOOTING (f'c): 4,500 PSI @ 28 DAYS

STRENGTHS: CONCRETE SLAB (f'c): 3,500 PSI @ 28 DAYS

REINFORCING STEEL (fy): 60,000 PSI

* BUILDING DESIGNED FOR WORSE CASE LOADS FOR NUMEROUS LOCATIONS THROUGHOUT CALIFORNIA.

SITE SPECIFIC LOADS MAY BE USED FOR COMPONENTS ENGINEERED BY CONTRACTOR WITH APPROVAL

FROM THE EOR.

STRUCTURAL DESIGN CRITERIA

BLOCKING IN SECTION OR ELEVATION

CONTINUOUS MEMBER IN SECTION

XX/S50X DETAIL NUMBER/SHEET NUMBER

/ PARALLEL/PERPENDICULAR

HIDDEN OR BEYOND

SECTION OR DETAIL NUMBER

OCCURS IN MULTIPLE LOCATIONS

SHEET REFERENCE NUMBER

GENERAL NOTES

TYP1

S501

TYP

STRUCTURAL HARDWARE CONNECTORS

1. ALL STRUCTURAL NAILING SHALL BE COMMON WIRE, UNO.

2. FOR WOOD TO WOOD JOINTS, THE SPACING CENTER TO CENTER OF NAILS SHALL NOT BE LESS THAN THE

REQUIRED NAIL PENETRATION. EDGE OR END DISTANCES SHALL NOT BE LESS THAN 1/2 THE REQUIRED NAIL

PENETRATION. WHERE PRE-DRILLING IS REQUIRED TO AVOID SPLITTING OF THE WOOD, THE HOLE DIAMETER

SHALL NOT EXCEED THREE-FOURTHS OF THE NAIL DIAMETER.

3. FOR NAILING NOT SHOWN ON PLANS, MINIMUM NAILING SHALL BE:

3.1. ROOF

3.1.1. BLOCKING TN 3-8d (EA END)

OR EN 2-16d

3.1.2. JOISTS

3.1.2.1. TO TOP PLATE TN 3-8d (EA JOIST)

3.1.2.2. NOT ATTACHED TO PARALLEL RAFTER, LAPS FN 3-16d

3.1.3. RAFTERS

3.1.1.1. TO COLLAR TIE FN 3-10d

3.1.1.2. TO TOP PLATE TN 3-10d

3.1.1.3. TO RIDGE VALLEY OR 2 IN RIDGE BEAM EN 2-16d

OR TN 3-10d

3.2. WALL

3.2.1. STUD

3.2.1.1. TO STUDS FN 16d AT 16" OC

3.2.1.2. TO TOP OR BOTTOM PLATE TN 4-8d

OR EN 2-16d

3.2.2. HEADER

3.2.2.1. BUILT UP HEADER (2" TO 2") FN 16d AT 16" OC

3.2.2.2. TO STUD TN 4-8d

3.2.3. TOP PLATE

3.2.3.1. TO TOP PLATE FN 16d AT 16" OC

3.2.3.2. TO TOP PLATE (AT END JOINTS) FN 8-16d (EA SIDE 24" LAP)

3.2.3.3. LAPS AT CORNERS AND INTERSECTIONS FN 2-16d

3.2.4. BOTTOM PLATE

3.2.4.1. TO JOIST, RIM JOIST, BAND JOIST, OR BLOCKING FN 2-16d AT 16" OC

3.3. FLOOR

3.3.1. JOISTS

3.3.1.1. TO SILL, TOP PLATE OR GIRDER TN 3-8d

3.3.1.2. BRIDGING OR BLOCKING TN 2-8d (EA END)

3.3.2. RIM JOIST, BAND JOIST OR BLOCKING

3.3.2.1. TO STILL, TOP PLATE OR OTHER FRAMING BELOW TN 8d AT 6" OC

3.3.2.2. TO FLOOR JOIST EN 2-16d

3.4. NON-STRUCTURAL WOOD SHEATHING:

3.4.1. EDGE NAILING EN 8d AT 6" OC

3.4.2. FIELD NAILING FN 8d AT 12" OC

3.5. NAILING NOT NOTED OR ON THE PROJECT PLANS SHALL BE A MINIMUM OF 2 NAILS AT EACH CONTACT, 8d FOR 1x MEMBERS AND 16d FOR 2x MEMBERS.

1. SIZES OF SAWN LUMBER AS SHOWN ON THE PLANS ARE NOMINAL DIMENSIONS, UNO.

2. ALL LUMBER SHALL BE DOUGLAS FIR LARCH THROUGHOUT AND SHALL BE GRADED AS FOLLOWS, UNO:

2.1. VERTICAL LUMBER AND HORIZONTAL LUMBER (INCLUDING RAFTERS) SHALL BE NO.2 OR BETTER.

2.2. ALL LUMBER 6 INCHES THICK OR GREATER SHALL BE NO. 1 OR BETTER.

3. FOR ALL ENGINEERED WOOD PRODUCTS, SEE ICC-ESR-1387.

4. ALL WOOD IN CONTACT WITH EARTH, CONCRETE OR CONCRETE MASONRY FOUNDATIONS SHALL BE

PRESSURE TREATED WOOD. CUT ENDS OF TREATED LUMBER SHALL BE BRUSH TREATED WITH 3

APPLICATIONS OF PRESERVATIVE TREATMENT AS INDICATED IN PROJECT SPECIFICATIONS.

5. PLYWOOD SHEATHING FOR FLOORS AND ROOFS SHALL BE PLACED FACE GRAIN PERPENDICULAR TO

SUPPORTS. WHERE POSSIBLE, PLYWOOD SHALL BE PLACED IN FULL SHEETS AND STAGGERED ONE-HALF

SHEET LENGTH. ANY PARTIAL PLYWOOD SHEET SHALL NOT BE LESS THAN 2 FEET IN LENGTH OR WIDTH

UNLESS FULLY BLOCKED.

6. PROVIDE 2x BLOCKING TO SECURE FIXTURES SHOWN ON THE PROJECT PLANS.

7. WHEN THERE IS A HOLE OR NOTCH IN A STRUCTURAL ELEMENT, EOR APPROVAL IS REQUIRED UNLESS THE

DETAILS ARE SHOWN ON PLANS.

8. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT

PLUS 1/16 INCH.

9. HOLES FOR LAG SCREW SHALL BE FIRST BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK AND

THE REMAINDER NO LARGER THAN THE ROOT OF THE THREAD.

10. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAP MAY BE USED

TO LUBRICATE THE SCREWS.

11. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH AT LEAST STANDARD CUT METAL WASHERS UNDER

HEADS AND…