About this file

This file contains architectural construction plans for a C-130 barracks building at the Fresno Air Attack Base, prepared by the California Department of General Services Division of the State Architect. The plans detail accessibility mounting heights, clearances, and signage requirements compliant with California Building Code 2022 standards, along with comprehensive architectural details covering roofing systems, wall assemblies, windows, doors, kitchen fixtures, bathroom facilities, and interior finishes. The project is located at 2311 N. Clovis Avenue, Fresno, California 93727, in Fresno County. The construction specifications include structural requirements, material selections, finish schedules, and detailed drawings showing proper installation methods for all building components, with approvals from the Office of the State Fire Marshal dated December 23, 2023, and the Division of the State Architect dated April 15, 2024.

The architectural plans specify the barracks building design featuring six bedrooms, multiple bathrooms, kitchen/pantry, dining room, day room, mechanical and electrical spaces, and various support areas. Material selections include polished concrete flooring with sealed finishes, ceramic and porcelain tile in wet areas, gypsum board walls with acoustic treatments in bedrooms, stainless steel countertops and sinks in the kitchen, and standing seam metal roofing. The project incorporates accessibility features throughout, including grab bars, accessible sinks and water closets, appropriate signage with braille and tactile characters, and compliant mounting heights for all fixtures and controls. Structural design criteria reference wind speeds of 96 miles per hour, seismic design category D, and an allowable soil bearing pressure of 1,500 pounds per square foot, with all construction materials and fasteners meeting California Building Code requirements and appropriate fire-resistance ratings.

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Text version

7"-9"

12"

M

IN

M A X

TO

T O P O

F S

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54" MIN

1 1/2"

24" MIN

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17" MIN

18" MAX

36" MIN GRAB BAR

1/

2"

12" 24"

60" MIN CLR

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UNDER MOUNT SINK

9" M

IN

NON CROSS HATCHED AREA

INIDCATES ACCESSIBLE AREA BELOW

COUNTER

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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

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M

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FINISHED FLOOR

TOP OF RIM OF INTEGRATED SINK

OR TOP OF COUNTER

TOP OF WORK SURFACE

FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR

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13"

MIN

19" MIN

19" MIN

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

AFF

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

M

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RECEPTACLE TOILET PAPER & SANITARY

NAPKIN DISPENSER

TOILET PAPER

DISPENSER

F I R E

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G U I S H E R

FIRE EXTINGUISHER (FE),

SEMI RECESSED

TOP OF BRACKET

M A X

M

IN

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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 A X

34" WHEN NOT INSTALLED

ABOVE LAV'S OR

COUNTER-TOPS

M

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FINISHED FLOOR

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

FINISHED FLOOR

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

4"

M A X

BOTTOM OF

REFLECTIVE SURFACE

OF MIRROR

MIRROR, TYPICALLY

CENTER OVER SINK

TO CENTER

OF DEVICE

HIGHEST OPERABLE PART

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FIRE ALARM

PULL STATION

2"

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8"

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EXIT

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 RESTROOM

UNISEX

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

BRAILLE, SEE DETAIL #5 THIS SHEET

EXIT

EXIT E EXIT AT GRADE-LEVEL EXTERIOR DOORS,

SEE DETAIL #7 THIS SHEET

EXIT ROUT

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

BARRACKS

RESTRICTED AREA

CAL FIRE PERSONNEL ONLY H BARRACKS

RESTRICTED AREA CAL FIRE PERSONNEL ONLY

MECHANICAL ROOM

MECHANICAL ROOM I MECHANICAL ROOM

RESTRICTED AREA

RESTRICTED AREA

CAL FIRE PERSONNEL ONLY

CAL FIRE PERSONNEL ONLY

J RESTRICTED AREA CAL FIRE PERSONNEL ONLY

BARRACKS

CAL FIRE PERSONNEL ONLY

K

RESTROOM

UNISEX 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

TO

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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

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

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 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

EXIT

EXIT ROUT

EXIT

ROUTE

EXIT

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

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

ROOM NAME

3/ 8"

T O /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

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

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 SERV ICES

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

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 NOTED ACCESSIBILITY MOUNTING HEIGHTS & CLEARANCES

S C A L E :

21" = 1'-0" SIGNAGE / ROOM IDENTIFICATION

S C A L E :

3 1/2" = 1'-0" TYPICAL SIGN LOCATION

S C A L E :

41/2" = 1'-0" BUILDING ENTRANCE / ISA SIGNAGE

S C A L E :

5 1/2" = 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 :

6 3" = 1'-0" SIGNAGE

S C A L E :

9 NOT TO SCALE BRAILLE INFORMATION

A . E

. E C C LE S T O

N

C 90716

C IV I L

R E

G I S

T E R

ED

PROFES S IONA L

E N G I N

E E R

S

T A T E OF C A L IFORNI

A

Jul 10, 2023

C U s e rs \m h e in tz \A p p D a ta \L o c a l\ T e m p \A c P u b lis h \2 A .d w g

J u l :1 P M

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

S

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

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

FIBER CEMENT V-GROOVE RUSTIC SIDING

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"

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" EXTERIOR GYPSUM SHEATING

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

FIBER CEMENT SOFFIT

OUTLOOKER, SEE STRUCTURAL

2x CONTINUOUS BLOCKING FOR

CEILING LID CONNECTION, TYP

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

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"

S

YM

M

ET

R

IC

A L

A B O U 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

PIPE

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.

EXHAUST DUCT

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

SEALANT, FULL DEPTH & AROUND

WHOLE PENTRATION MATERIAL

WALL CAP, SEE MECHANICAL SHEETS

LIQUID APPLY MEMBRANE OVER

PLYWOOD, AROUND 2x, OVER HEADER

RIGID INSULATION

2x, TOP & BOTTOM OF OPENING TO

TERMINATE RIGID INSULATION

VENT OPENING

2x BLOCKING BETWEN 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

SEALANT, FULL DEPTH & AROUND

WHOLE PENTRATION MATERIAL

WALL CAP, SEE MECHANICAL SHEETS

LIQUID APPLY MEMBRANE OVER

PLYWOOD, AROUND 2x, OVER HEADER

RIGID INSULATION

2x, TOP & BOTTOM OF OPENING TO

TERMINATE RIGID INSULATION

CEMENT PLASTER SYSTEM SIDING, TYP

LIQUID APPLY MEMBRANE OVER

PLYWOOD, AROUND 2x, OVER HEADER

RIGID INSULATION

CEMENT PLASTER SYSTEM SIDING, TYP

1/2" EXTERIOR GYPSUM SHEATING

FIBER CEMENT SOFFIT

5/4 x 3.5" FIBER CEMENT RUSTIC TRIM

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

INSULATION, TYP

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

LIQUID APPLY MEMBRANE

OVER PLYWOOD, AROUND

2x, OVER HEADER

2x, TYPICAL AT RIGID

INSULATION BREAK

CEMENT PLASTER SYSTEM

CHANNEL SCREED, FRY

REGLET MODEL PCS-75-200,

CLEAR ANODIZED

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

P

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P R O

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C T P A

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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 :

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 & DOWNSPOUT @ EAVE

S C A L E :

63" = 1'-0" ROOF PENETRATION

S C A L E :

7 3" = 1'-0" EQUIPMENT CURB AT ROOF

S C A L E :

8 3" = 1'-0" PORCH SOFFIT AT PORCH GABLE

S C A L E :

11 3" = 1'-0" CEMENT PLASTER CHANNEL SCREED

N P R O

J E C T \M a jo r C a p P ro je c ts

\2 F re s n o C

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A B \D

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A .d l

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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

S C A L E :

103" = 1'-0"CEMENT PLASTER CONTROL JOINT

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

S

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:

SLOPED CEILING AREA

OF SHOWER STALL

1"

FLAT CEILING CONTINUES

2 x 4 BLOCKING, TYP

2 x 4 BLOCKING, TYP

2 x 4 AT 2'-0" O.C. / FACE NAILED TO

BOTTOM CHORD OF TRUSS WITH 16d @

12" OC W/ END NAIL WITH (1) 16d, TYP

OPENING, SEE REFLECTED CEILING PLAN FOR SIZE

1/2" PAINT GRADE PLYWOOD LID SHOWN

2" THICK RIGID INSULATION / ATTACH TO LID

PAINT GRADE MOULD CASING

CEILING FINISH MATERIAL, VARIES WHERE OCCURS

#14 x 1 WOOD SCREW PER MFR.

CEILING JOIST, SEE STRUCTURAL

TYPICAL ATTIC BATT INSULATION

RUBBER SHOWER PAN LINER

SLOPED REINFORCED MORTAR BED

2" DEPRESSED CONCRETE SLAB

SHOWER STALL FLOORING, TILE

WITH BOND COAT, OVER SLOPED

REINFORCED MORTAR BED

1.9% MIN & 2% MAX SLOPE

OUTSIDE OF

SHOWER AREA

+0.75"

EDGE OF SHOWER WALL

STUD WALL, TYP

2x BLOCKING AT SHOWER PAN LINER

BUILDING PAPER, LAP OVER SHOWER LINER

TILE OVER BOND COAT

5/8" CEMENT BACKER BOARD, SEAL ALL JOINTS

AND FASTENER HOLES

RUN RUBBER SHOWER PAN LINER UP WALL 12"

FLEXIBLE SEALANT

LINEAR SHOWER DRAIN, BASIS OF DESIGN:

SCHLUTER, KL1B 19 EB 130

NOTES:

1. FLOOR TILE TO HAVE DYNAMIC COEFFICIENT OF FRICTION OF 0.42 MIN (CONFIRM WITH MANUFACTURER).

2. PROVIDE ALL TILE SHAPES AND TRANSITIONS FOR PROPER INSTALLATION.

3. SHIM ALL TILED WALLS AS REQUIRED FOR SMOOTH FLAT FINISH.

4. SHOWER RECEPTOR SHALL BE CONSTRUCTED PER TCNA B415-18.

SHOWER ENTRANCE: BLACK

MARBLE ACCESSIBLE

TRANSITION STRIP

5/ 8"

2"

1/ 4"

1/4"

TYP

TY

P

10"1'-2"10"

2'-10"

3'-0"

1"

10"

3/

4"

9"

1"

TYP

TYP

3/

4"

CUBBY

TOP OF UNIT SHALL BE 34" MAXIMUM

FROM FINISHED FLOOR. BASE OF UNIT

SHALL BE 27" MINIMUM CLEAR FROM

FINISHED FLOOR

2x WALL STUD, TYP

1/4" x 4" LONG SDS WOOD

SCREW INTO WALL STUD, TYP

DRAWER RUNNERS, TYP

3/4" OAK PLYWOOD BASE

& SIDE PANELS, TYP

3/4" OAK PLYWOOD TOP PANEL, TYP

DRAWERS, 1/2" PLYWOOD

FRAME W/ 1/4" PLYWOOD BASE,

TYP

3/4" OAK PLYWOOD BACK,

CENTER & SIDE PANELS, TYP

3/4" OAK PLYWOOD TOP PANEL, TYP

DRAWER RUNNERS, TYP

1/2" OAK PLYWOOD DRAWER PANEL,

10" WIDE x 6" HIGH, W/ 1" Ø DRAWER

KNOB TO MATCH LOCKER, TYP

2x WALL STUD, TYP

1/4" x 4" LONG SDS WOOD

SCREW INTO WALL STUD, TYP

3/4" PLYWOOD BACKER, TYP

DRAWERS, 1/2" PLYWOOD FRAME

W/ 1/4" PLYWOOD BASE, TYP

3/4" OAK PLYWOOD BASE PANEL, TYP

SEE EXTERIOR ELEVATIONS AND ROOF PLAN FOR

CONTINUATION OF DOWNSPOUT TO GUTTER ABOVE

3"

4 1/4"

TYPICAL SECTION

A

3"=1'-0"S C A L E

SIDING

24 GA SM DOWNSPOUT

PAINTED, TYP

2" WIDE 20 GA STRAP FASTEN

WITH SM SCREWS AND NEOPRENE

WASHERS TO SHEATHING

3/4"=1'-0"

FIN GRADE OR TOP OF FLAT WORK

S C A L E

(AT STORM DRAIN CONDITION)

6"

(AT SURFACE RUN OFF CONDITION)

DS/1 TYPE TERMINATION

B

3/4"=1'-0"S C A L E

DS/2 TYPE TERMINATION

C

DOWN SPOUT, TYP

STRAP, LOCATED AS

SHOWN AND AT 48" OC

MAX

PROVIDE 18" REMOVABLE

SECTION / TRANSITION

CONFIGURATION

TO DRAIN AS REQUIRED

STORM DRAIN 1/2" ABOVE CONC

CONT STORM DRAIN, SEE CIVIL

CONCRETE SPLASH BLOCK

TURN DOWNSPOUT

OUT 2" ABOVE SPLASH

BLOCK OR FLAT WORK

A

A

NOTE #1

ALUMINUM GUTTER WILL EXPAND 1/8" OR

MORE IN A 40' RUN & GALVANIZED GUTTER

WILL EXPAND 1/16" OR MORE IN A 40' RUN

W/ A 100°F TEMPERATURE CHANGE.

NOTE #2

SPIKE & FERRULE HANGERS ARE USED W/

BEVELED OR OGEE GUTTERS, SPIKE TO

FACSIA OR TO RAFTER TAILS. THE NEED

FOR EXPANSION JOINTS IS GREATEST W/

THIS TYPE OF CONNECTOR (MAXIMUM

RUN WITHOUT JOINTS IS 40'-0").

NOTE #3

ALL DROP OUTLETS & DOWNSPOUTS

SHALL BE A MINIMUM OF 6" FROM

CORNERS, UON.

MITERED INTERIOR CORNER

STRAINER

HANGER (SEE NOTE #2)

GUTTER W/ EXPANSION JOINT EVERY

40 LINEAR FEET OF STRAIGHT RUN

STRAPS @ TOP & BOTTOM OF

DOWNSPOUT AND @ JOINTS IN

DOWNSPOUT

DOWNSPOUT FOR EVERY 40 LINEAR

FEET OF GUTTER (APPROXIMATELY)

ELBOW @ PAVED SURFACES OR USE OF

SPLASH BLOCK OR PLASTIC GUARD CAP

(NOT SHOWN) @ CONNECTION TO DRAIN

PIPE

CONCRETE SPLASH BLOCK & LOCATIONS

WHERE DOWNSPOUT IS NOT CONNECTED

TO DRAINPIPE. BEFORE RELYING ON A

SPLASH BLOCK, VERIFY LACK OF NEED TO

CARRY WATER TO STORM SEWER OR DRY

WELL

WIRE MESH

END CAP

DROP OUTLET

ELBOW AVAILABLE IN

45°, 60°, 75° OR 90°

TOP VIEW

2x4 STUD, TYP

5/8" GYPSUM BOARD

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

5/8" GYPSUM BOARD

2x4 STUD, TYP

5/8" GYPSUM BOARD

C A B

IN

ET

R O U G H O

P

EN

IN

G

O P

EN

IN

G

2x4 (MIN) BLOCKING, TYP

5/8" GYPSUM BOARD

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

5/8" GYPSUM BOARD

2x4 (MIN) BLOCKING, TYP

5/8" GYPSUM BOARD

C A B

IN

ET

O

P

EN

IN

G

R O U G H O

P

EN

IN

G

SIDE VIEW

B

A

SEE SHEET A500 FOR ADDITIONAL MOUNTING INFORMATION

4"

MAX

DESIGNATED

SMOKING

AREA

PLEASE USE

CIGARETTE BINS

PROVIDED

3/ 4"

1' -4

TY

P

1'-0"

ROUNDED CORNERS, TYP

GREEN SYMBOL

BLACK SYMBOL

BLACK BOARDER

BLACK TEXT

REFLECTIVE 40ml ALUMINUM SIGN WITH WHITE

BACKGROUND

3/16 Ø HOLE, INSTALL GALVANIZED STEEL BOLTS

AND NUTS THROUGH SIGN AND TUBING, TYP

TEXT AND SYMBOLS ON SIGN SHALL BE PRINTED WITH 3M OUTDOOR DIGITAL INKS

DESIGNED SPECIFICALLY FOR OUTDOOR TRAFFIC AND PROPERTY SIGNS.

1.112# U-CHANNEL GALVANIZED STEEL SIGN

POST, 8 FOOT LONG WITH 3 FOOT EMBEDMENT

INTO GROUND

ONE HOUR RATED WALL SHALL BE CONSTRUCTED PER

GA FILE NO. WP 3661 GYPSUM WALLBOAD, WOOD STUDS,

MINERAL FIBER INSULATION

ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT

RIGHT ANGLES TO EACH SIDE OF 2 x 6 WOOD STUDS 16"

OC WITH 2 1/4" TYPE S OR W DRYWALL SCREWS 12" OC.

5 1/2" MINERAL FIBER INSULATION, NOMINAL 2.5 PCF,

FRICTION FIT IN STUD SPACE.

VERTICAL JOINTS STAGGERED 16" OC, HORIZONTAL

JOINTS STAGGERED 24" OC ON OPPOSITE SIDES.

DRYWALL SCREW LENGTH SHALL BE ADJUSTED FOR

ADDITIONAL SHEAR WALL PANEL.

FOOTING, SEE STRUCTURAL

CONCRETE SLAB, SEE STRUCTURAL

FINISHED FLOOR, SEE ROOM SCHEDULE

5/8" TYPE X GYPSUM WALLBOARD FROM SLAB TO

UNDERSIDE OF ROOF DECK

SHEAR WALL PANEL, SEE STRUCTURAL

SILL PLATE, SEE STRUCTURAL5/8" TYPE X GYPSUM WALLBOARD FROM

SLAB TO UNDERSIDE OF ROOF DECK

ROOF SYSTEM, SEE STRUCTURAL

ROOF SYSTEM, SEE STRUCTURAL

DOUBLE TOP PLATE AT ROOF DECK

MINERAL FIBER INSULATION

DOUBLE TOP PLATE

TWO LAYERS OF 5/8" ACOUSTIC

GYPSUM CEILING BOARDS

SOUND CLIP AND FURRING CHANNEL,

SEE DETAIL #3 /A502

ACOUSTIC VINYL BARRIER: BEHIND

GYPSUM WALLBOARD AND OVER ALL

STUDS IN BEDROOMS

5/8" TYPE X GYPSUM BOARD OVER

SHEAR WALL PANEL OVER STUDS

MINERAL FIBER INSULATION NOT SHOWN FOR DRAWING CLARITY

1/

4" 3/

4"

FO

S T O

FO

S

FO

S T O

FO

S

1/

4" 3/

4"

FO

S T O

FO

S

FO

S T O

FO

S

STUDS FOR ADJACENT WALLS ARE

OUTSIDE RATED ASSEMBLY WALL

NOTE: WIDTH BETWEEN WALLS FOR HALL 2 AND HALL 3 ARE DIFFERENT, SEE SHEET A101 FOR DIMENSIONS

5/8" TYPE X GYPSUM BOARD OVER

ACOUSTIC VINYL BARRIER OVER STUDS

STUDS FOR ADJACENT WALLS ARE

OUTSIDE RATED ASSEMBLY WALL

BA

PLAN VIEW PLAN VIEW

XTRM PLY SOUNDSAFE FR: FIRE RETARDANT

ACOUSTIC BARRIER: BEHIND GYPSUM

WALLBOARD AND OVER ALL STUDS IN BEDROOMS

5/8" ACOUSTIC WALLBOARD IN BEDROOMS

2 LAYERS OF 5/8" ACOUSTIC CEILING BOARDS IN BEDROOMS

FURRING CHANNEL AND SOUND CLIPS

FASTENED AND SPACING PER MANUFACTURE

INSTALLATION GUIDES, UON.

FURRING CHANNEL: CLARKDIETRICH 7/8" x 25

GAUGE WITH HEMMED EDGES.

SOUND CLIPS: CLARKDIETRICH (CDSD), 6"

FROM ENDS AND 24" OC IN FIELD.

4'-6" LONG CURTAIN VALANCE WRAPPED

IN 5/8" ACOUSTIC WALLBOARD

1/4" x 4 1/2" LONG SDS WOOD SCREW INTO

HEADER, 3" FROM ENDS AND 12" OC IN FILED

2x10 W/ 8d @ 12" OC

INTO 2x4s

CURTAIN TRACK INTO 2x10

MANUAL RIPPLEFOLD

ACOUSTIC DRAPERY BY DFB,

ABERLOUR, STC 17 MIN.

HORIZONTAL BLINDS

A502

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 :

11 1/2" = 1'-0" SLOPED CEILING AT SHOWERS

S C A L E :

23" = 1'-0" ATTIC ACCESS PANEL

S C A L E :

53" = 1'-0" TILE SHOWER

S C A L E :

3 1 1/2" = 1'-0" BEDROOM CEILING AND WALL - ACOUSTICS

S C A L E :

41 1/2" = 1'-0" DESIGNATED SMOKING AREA SIGN

S C A L E :

7 3/4" = 1-0" GUTTER & DOWNSPOUT

S C A L E :

6AS NOTED GUTTER & DOWNSPOUT

S C A L E :

121 1/2" = 1'-0" ACOUSTIC CURTAINS

S C A L E :

9 1 1/2" = 1'-0" SEMI-RECESSED FE CABINET

S C A L E :

81 1/2" = 1'-0" SHELF, DRAWERS & CUBBY UNIT

S C A L E :

10 1 1/2" = 1'-0" ONE HOUR RATED WALL - FOOTING TO ROOF DECK

S C A L E :

11 1 1/2" = 1'-0" WALLS ADJACENT TO RATED ASSEMBLY WALL

A . E

. E C C LE S T O

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C 90716

C IV I L

R E

G I S

T E R

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PRO FES S IONA L

E N G

IN

E E R

S

T A T E O F C A L IFO RNI

A

May 09, 2023

N P R O

J E C T \M a jo r C a p P ro je c ts

\2 F re s n o C

-1 A

A B \D

R A W

IN

G

S \A

R C

H

IT

E C T U R A L \2

A .d a y

:5 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

S

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

AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: 16d AutoCAD SHX Text: S1.5 AutoCAD SHX Text: S1.25 AutoCAD SHX Text: S1.5 AutoCAD SHX Text: ELEVATION NOTES:

AutoCAD SHX Text: S1.5

STRUCTURAL HEADER

WOOD CASING TRIM

WOOD TRIM, MATCH

WINDOW TRIM

WINDOW HEAD, SEE

WINDOW SCHEDULE

NOTE:

1. INSTALL DuPONT FLASHING SYSTEM, OR EQUAL, TO ALL OPENINGS PER MANUFACTURER'S

SPECIFICATIONS.

2. ALL EXPOSED WOOD TO BE PAINT GRADE MATERIAL WITH ALL FASTENERS COUNTERSUNK

AND FILLED / PREP FOR PAINT

3. FASTEN WINDOWS WITH GALVANIZED 6d FASTENERS 3" FROM CORNERS AND 12" OC MAX IN

FIELD

2x, TYPICAL AT RIGID

INSULATION ENDS

CEMENT PLASTER

SYSTEM

LIQUID APPLY

MEMBRANE OVER

PLYWOOD, AROUND

2x, OVER HEADER

SELF-ADHERED FLEXWRAP

AROUND WINDOW OPENING

GALVANIZED "J" MOLDING

CONT FLASHING

WOOD SILL BELOW

SEALANT AND

BACKER ROD

SELF-ADHERED

FLEXWRAP AROUND

WINDOW OPENING

WINDOW JAMB, SEE

WINDOW SCHEDULE

WINDOW JAMB

TRIM

CEMENT PLASTER

SYSTEM

LIQUID APPLY

MEMBRANE OVER

PLYWOOD, AROUND

2x, OVER SILL PLATES

GALVANIZED "J"

MOLDING

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

LIQUID APPLY MEMBRANE

OVER PLYWOOD, AROUND

2x, OVER SILL PLATES

SELF-ADHERED FLEXWRAP

AROUND WINDOW OPENING

GALVANIZED "J" MOLDING

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

LIQUID APPLY MEMBRANE

OVER PLYWOOD, AROUND

2x, OVER SILL PLATES

SELF-ADHERED FLEXWRAP

AROUND WINDOW OPENING

GALVANIZED "J" MOLDING

WOOD SILL BELOW

SEALANT AND

BACKER ROD

WINDOW JAMB, SEE

WINDOW SCHEDULE

WINDOW JAMB TRIM

SELF-ADHERED

FLEXWRAP AROUND

WINDOW OPENING

CEMENT PLASTER

SYSTEM

LIQUID APPLY

MEMBRANE OVER

PLYWOOD, AROUND

2x, OVER SILL PLATES

GALVANIZED "J"

MOLDING

WOOD CASING TRIM

WOOD TRIM, MATCH

WINDOW TRIM

NOTE:

1. INSTALL DuPONT FLASHING SYSTEM, OR EQUAL, TO ALL OPENINGS PER MANUFACTURER'S

SPECIFICATIONS.

2. ALL EXPOSED WOOD TO BE PAINT GRADE MATERIAL WITH ALL FASTENERS COUNTERSUNK AND

FILLED / PREP FOR PAINT

3. FASTEN WINDOWS WITH GALVANIZED 6d FASTENERS 3" FROM CORNERS AND 12" OC MAX IN FIELD

STRUCTURAL HEADER

LIQUID APPLY

MEMBRANE OVER

PLYWOOD, AROUND

2x, OVER HEADER

WINDOW HEAD, SEE

WINDOW SCHEDULE

2x, TYPICAL AT RIGID

INSULATION ENDS

CEMENT PLASTER

SYSTEM

SELF-ADHERED FLEXWRAP

AROUND WINDOW OPENING

GALVANIZED "J" MOLDING

CONT FLASHING

8" MAX

STRUCTURAL HEADER,

SEE STRUCTURAL

DOOR AND FRAME, SEE

DOOR SCHEDULE

SEALANT AND BACKER

ROD

CONT FLASHING

CONTINUOUS WEATHER

STRIPPING

2x, TYPICAL AT RIGID

INSULATION ENDS

CEMENT PLASTER SYSTEM

LIQUID APPLY

MEMBRANE OVER

PLYWOOD, AROUND

2x, OVER HEADER

SELF-ADHERED FLEXWRAP

AROUND OPENING

GALVANIZED "J" MOLDING

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

A X

LIQUID APPLY

MEMBRANE OVER

PLYWOOD, AROUND

2x, OVER HEADER

DOOR JAMB, SEE DOOR SCHEDULE

2x, TYPICAL AT RIGID

INSULATION ENDS

CEMENT PLASTER SYSTEM

SELF-ADHERED FLEXWRAP

AROUND OPENING

GALVANIZED "J" MOLDING

GYPSUM WALLBOARD,

PAST STUDS INTO DOOR

FRAME

1/ 2"

M A X.

OFFSET ACCESSIBLE

ALUMINUM THRESHOLD

FINISHED CONCRETE SLAB

DOOR AND FRAME

CONCRETE

PATIO OR

STOOP

SEALANT

1/ 4"

M A X

5/ 8"

2"

1/ 4"

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/

DOOR FRAME,

SEE DOOR SCHEDULE

GYPSUM WALLBOARD,

TYP

DOUBLE STUD

1 HOUR RATED WALL

ASSEMBLY

EXTEND TYPE 'X' GYPSUM BOARD

BEHIND RATED DOOR FRAME

DOOR, SEE SCHEDULE

RATED METAL DOOR FRAME

CONTINUOUS WEATHER STRIPPING

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

THAN THE THRESHOLD. DOORWAY LANDINGS SHALL BE LEVEL.

2 1/2" MAX @ 1:2 SLOPE

TYP

DOUBLE STUD

DOOR, SEE

SCHEDULE

METAL DOOR

FRAME

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

POST

SEALANT AND BACKER ROD

GALVANIZED "J" MOLDING

INSIDE CORNER

OUTSIDE CORNER

INSIDE CORNER CONTROL JOINT (TYPE

31IC OR 30 W/ REMOVABLE TAPE)

2x, TYPICAL AT RIGID INSULATION ENDS

& PROVIDE BLKG FOR FASTENERS

CEMENT PLASTER SYSTEM

LIQUID APPLY MEMBRANE OVER

PLYWOOD, AROUND 2x, OVER HEADER

E-FLANGE BURIED CORNER BEAD

(E-CORNER)

2x, TYPICAL AT RIGID INSULATION ENDS

& PROVIDE BLKG FOR FASTENERS

CEMENT PLASTER SYSTEM

LIQUID APPLY MEMBRANE OVER

PLYWOOD, AROUND 2x, OVER HEADER

LOUVER SILL

B

1x FINISHING FRAME, PAINT

OR STAIN TO MATCH WALL

2 x 6 BLOCKING

GABLE END STUD WALL

COORDINATE REQUIRED

OPENING AND LOCATION

WITH STUD SPACING

SEALANT AND BACKER ROD

SEE NOTE #1

16 GA METAL ANGLED LOUVER

BLADE (45 DEGREES) WITH

FACTORY FINISH, MATCH

SIDING COLOR

SILL FLASHING, FACTORY

FINISHED, COLOR MATCHED,

METAL FLASHING AS SHOWN

/ SET IN SEALANT

LOUVER HEAD, JAMB SIM.

A

1x FINISHING FRAME, PAINT

OR STAIN TO MATCH WALL

SEE NOTE #1

GABLE END STUD WALL

COORDINATE REQUIRED

OPENING AND LOCATION

WITH STUD SPACING

NOTE #1: 2" x 2" x 1/4" x 2" ALUMINUM ANGLE CLIP, RUSKIN #360502443, 4" MAX FROM ENDS & 24" C-C MAX W/ #10-16 x 1.5" LG TEK SCREW, TWO PER CLIP INTO LOUVER, & 1/4" x 1-1/4" SIMPSON TITEN HEX SCREW, ONE PER CLIP INTO FRAMING

16 GA METAL ANGLED

LOUVER BLADE (45

DEGREES) WITH FACTORY

FINISH, MATCH SIDING

COLOR

INSECT SCREEN

SEALANT AND BACKER ROD

LOUVER HEAD, JAMB SIMILAR

A

1x FINISHING FRAME, PAINT OR

STAIN TO MATCH WALL

2 x 6 BLOCKING

2x WALL, TYP

GYPSUM OR PLYWD

WALL FINSH, TYP

LOUVER SILL

B

SEALANT AND BACKER ROD

SEALANT AND BACKER

ROD

SEE NOTE #1

INSECT SCREEN

16 GA METAL ANGLED LOUVER

BLADE (45 DEGREES) WITH

FACTORY FINISH, MATCH SIDING

COLOR

SILL FLASHING, FACTORY FINISHED,

COLOR MATCHED, METAL FLASHING

AS SHOWN / SET IN SEALANT

SEE NOTE #1

NOTE #1: 2" x 2" x 1/4" x 2" ALUMINUM ANGLE CLIP, RUSKIN #360502443, 4" MAX FROM ENDS & 24" C-C MAX W/ #10-16 x 1.5" LG TEK SCREW, TWO PER CLIP INTO LOUVER, & 1/4" x 1-1/4" SIMPSON TITEN HEX SCREW, ONE PER CLIP INTO FRAMING

1x FINISHING FRAME, PAINT OR STAIN TO

MATCH WALL

2 x 6 BLOCKING

2x WALL, TYP

16 GA METAL ANGLED

LOUVER BLADE (45

DEGREES) WITH

FACTORY FINISH,

MATCH SIDING COLOR

RIGID FOAM INSULATION

2x STUD

INSULATION

SILL PLATE

STRUCTURAL

FOUNDATION

GYPSUM WALLBOARD

LIQUID APPLY MEMBRANE

OVER PLYWOOD, AROUND

2x, 1" DOWN FOOTING

CONT. PT 2x AT RIGID

INSULATION END

CEMENT PLASTER SYSTEM

1"

G.I. WEEP SCREED, TYP

SAFP FLASHING

FINISH GRADE

PLYWOOD SHEATHING

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

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" AWNING WINDOW HEAD

S C A L E :

23" = 1'-0" AWNING WINDOW JAMB

S C A L E :

33" = 1'-0" AWNING WINDOW SILL

S C A L E :

6 3" = 1'-0" HORIZONTAL SLIDER WINDOW HEAD

S C A L E :

7 3" = 1'-0" HORIZONTAL SLIDER WINDOW JAMB

S C A L E :

8 3" = 1'-0" HORIZONTAL SLIDER WINDOW SILL

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 :

13 3" = 1'-0" EXTERIOR DOOR THRESHOLD

S C A L E :

20 3" = 1'-0" NON RATED DOOR HEAD

S C A L E :

16 3" = 1'-0" RATED STEEL DOOR HEAD

S C A L E :

173" = 1'-0" RATED STEEL DOOR JAMB

S C A L E :

14 6" = 1'-0" INTERIOR DOOR THRESHOLD

S C A L E :

21 3" = 1'-0" NON RATED DOOR JAMB

S C A L E :

18 3" = 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 SCALE NOT IN USE

S C A L E :

10 3" = 1'-0" SIDING TRIM DETAILS

S C A L E :

153" = 1'-0" LOUVER IN ATTIC

S C A L E :

19 3" = 1'-0" LOUVER IN WALL EXTERIOR LOUVERS SHALL COMPLY WITH OSFM REQUIREMENTS AND 2022 CBC CHAPTER 7AEXTERIOR LOUVERS SHALL COMPLY WITH OSFM REQUIREMENTS AND 2022 CBC CHAPTER 7A

C U se rs \m h e in tz \a p p d a ta

\l o c a l\ te m p \A c P u b lis h \2

A .d l

:3

. E C C LE S T O

N

C 90716

C IV I L

R E

G I S

T E R

ED

PRO FES S IONA L

E N G

IN

E E R

S

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

S

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:

#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" U O 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

TY

P

M A X, T

YP

A C C

ES

S

IB

LE

LO

C A

TI

O N 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

U O 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

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

COUNTERTOP SKIRT

1/

2"

1 1/2"

4" U O N

1 1/4"

+34" OR +36"

AFF SEE INT ELEV

COUNTERTOP W/ SPLASH, TYP

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

TO

P O

F

S H

EL

F

2' -0

2' -0

1' -6

1' -6

TY

1/

4"

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

A X

14"-15"

FULL DEPTH OF SHOWER STALL

SHOWER WALL

FINISHED FLOOR

TO

6"

S H O W

ER

W

A

LL

6" MAX

FINISHED FLOOR

C

EN

TE

R O

F G R A B B

A R 3"

A

FF

TO

S

H O W

C

LE

A R A N C E

FR

O M S

EA

T S W

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

S H O W

ER

W

A

LL

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

(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

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

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 :

6 1 1/2" = 1'-0" UPPER CABINET

S C A L E :

5 1 1/2" = 1'-0" WALL MOUNTED COUNTERTOP

S C A L E :

8 NOT TO SCALE NOT IN USE

S C A L E :

14 3" = 1'-0" STANDARD BLOCKING

S C A L E :

7 N.T.S. NOT IN USE

S C A L E :

152" = 1'-0" INTERIOR WALL CORNER

S C A L E :

10 3" = 1'-0" CASED OPENING JAMB

S C A L E :

13 1" = 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 :

12 N.T.S. NOT IN USE

S C A L E :

9 3" = 1'-0" GRAB BAR

S C A L E :

11 NOT TO SCALE NOT IN USE

N P R O

J E C T \M a jo r C a p P ro je c ts

\2 F re s n o C

-1 A

A B \D

R A W

IN

G

S \A

R C H

IT

E C T U R A L \2

A .d l

:2

. ECCLE S T O

N

C 90716

CIV I L

R E

G I S

T E R

ED

PROFES S IONA L

E N G

IN

E E R

S

T A T E O F CA L IFORNI

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

S

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:

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

J E C T \M a jo r C a p P ro je c ts

\2 F re s n o C

-1 A

A B \D

R A W

IN

G

S \A

R C

H

IT

E C T U R A L \2

A .d l

:1

. E C C LE S T O

N

C 90716

C IV I L

R E

G I S

T E R

ED

PRO FES S IO NA L

E N G

IN

E E R

S

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

S

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:

STEEL DOOR FRAME

A503

A503

STEEL DOOR FRAME

A503

A503

@ RATED

DOOR

A503

FLUSH NON RATED

W/ FULL GLASS

3'-0"

SCALE 1/4" = 1'-0"

TG = TEMPERED

OR SAFTEY GLASS

TG

SMOOTH SURFACE

KICKPLATE, TYP

TY

P18

D

D1

2'-10"

6" 1'-10"

2' -8

6"

M A X

FR

O M F

IN

IS

H

FL

O O R T O

B O

TT

O M O

F

G

LA

S S

TG

D

D2 FLUSH RATED W/

HALF GLASS

FLUSH RATED W/

NARROW GLASS

3'-0"

2'-0" 6"6"

TG

D

D3

3'-0"14"

4'-4"

FULL GLASS

W/ SIDE LITE

TGTG

D

D4 FULL GLASS W/

SIDE LITE

3'-0" 2'-10"

6'-0"

TG TG

TY

P

D

D5

FINISHED FLOOR

TOP OF DOOR

0"

DOOR TYPES

FLUSH NON

RATED

3'-0"

D

D6 FLUSH RATED

3'-0"

D

D7

SCALE 1/4" = 1'-0"FRAME TYPES

FRAMES SHALL BE 2" AT TOP AND SIDES (UNO), TYP

WELDED GALVANIZED

STEEL DOOR FRAME

A503

A503

SIM

A503

EXTERIOR

F

F1 WELDED GALVANIZED

STEEL DOOR AND

SIDE LIGHT FRAME

EXTERIOR

A503

A503

A503

WELDED GALVANIZED

STEEL DOOR AND

SIDE LIGHT FRAME

EXTERIOR

A503

A503

SIM

A503

SIM

TYP

F

F2 F

F3 F

F4 F

F5

2' -8

M A X

FR

O M F

IN

IS

H

FL

O O R T O

B O

TT

O M O

F

G

LA

S S

14"

SCALE 1/4" = 1'-0"

GABLE END & MECHANICAL LOUVERS

14"

ALL LOUVERS TO BE WUI APPROVED PAINTED TO MATCH SIDING

0"

FINISHED FLOOR

TOP OF WINDOW

WINDOWS HERE ARE SHOWN FROM INTERIOR SIDE TO SHOW LATCH HEIGHTS FOR OPERATIONS

WINDOW / LOUVER SCHEDULE

6'-0"

4' -0

3' -3

HRZNTL SLDR, PICT,

HRZNTL SLDR

TO

T O P

O F

LA

C

TH

4'-0"

4' -0

3' -3

HORIZONTAL

SLIDER

TO

T O P

O F

LA

C

TH

3' -8

4'-0"

PICTURE

2'-6"

3' -3

3' -1

1"

STIPPLE PATTEN

INDICATES

OBSCURE

GLAZING

AWNING

A503

A503

A503

TO

T O P

O F

LA

C

TH

HEAD

JAMB

SILL

3'-0"

4' -0

3' -3

HORIZONTAL

SLIDER

TO

T O P

O F

LA

C

TH

3'-9"

3' -9

3' -6

TO

T O P

O F

LA

C

TH

A503

HEAD

A503

JAMB

A503

SILL

HORIZONTAL

SLIDER

20" WIDE x 36" HIGH

CLR OPNG @ 40" AFF

A601

DOOR AND WINDOW

SCHEDULES

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

DOOR SCHEDULE

D O

O R N

U M

B E R

D O

O R T

Y P E

DOOR FRAME HDWR. REMARKS & ABBREV.

OPENING

T H

IC

K N

E S S

M A T E R

IA

L

F

IN

IS

H

S

IN

G L E

P A

IR

C O

R E I N

S U L A T

IO

N

F R A M

E T

Y P E

R A T

IN

G

H A R D W

A R E G

R O

U P

C L O

S U R E

CR

GS

IC

SC

PC

CLOSER

GALVANIZED STEEL

INSULATED CORE

SOLID CORE WOOD

POWDER COAT

PT

FF

ST

HM

PAINT

FACTORY FINISH

STAIN

HOLLOW METAL

W

ID

T H

H E

IG

H T

3'-0" 7'-0" 1 3/4" GS PC ● IC - 6 CR VISION PANELS - DUAL PANE 1/4" TEMPERED GLASS : PANIC HARDWARE

3'-0" 7'-0" 1 3/4" SC ST - - - 1 - 1/2" UNDER CUT FOR THIS DOOR

2'-10" 7'-0" 1 3/4" SC ST - - 20 MIN 2 CR VISION PANELS - DUAL PANE 1/4" TEMPERED GLASS

3'-0" 7'-0" 1 3/4" SC ST - - 20 MIN 4 CR

3'-0" 7'-0" 1 3/4" SC ST - - 20 MIN 4 CR

3'-0" 7'-0" 1 3/4" SC ST - - 20 MIN 4 CR

3'-0" 7'-0" 1 3/4" GS PC ● IC - 5 CR

3'-0" 7'-0" 1 3/4" SC ST - - 20 MIN 4 CR

3'-0" 7'-0" 1 3/4" SC ST - - 20 MIN 4 CR

3'-0" 7'-0" 1 3/4" SC ST - - 20 MIN 4 CR

3'-0" 7'-0" 1 3/4" SC ST - - - 1 -

3'-0" 7'-0" 1 3/4" GS PC ● IC - 5 CR VISION PANELS - DUAL PANE 1/4" TEMPERED GLASS

3'-0" 7'-0" 1 3/4" SC ST - - - 1 -

3'-0" 7'-0" 1 3/4" GS PC ● IC - 5 CR VISION PANELS - DUAL PANE 1/4" TEMPERED GLASS

3'-0" 7'-0" 1 3/4" SC ST - - - 1 -

3'-0" 7'-0" 1 3/4" SC ST ● - - 3 -

3'-0" 7'-0" 1 3/4" SC ST ● - - 3 -

3'-0" 7'-0" 1 3/4" GS PC ● IC - 5 CR VISION PANELS - DUAL PANE 1/4" TEMPERED GLASS

3'-0" 7'-0" 1 3/4" SC ST ● - - 3 -

3'-0" 7'-0" 1 3/4" SC ST ● - - 1 -

3'-0" 7'-0" 1 3/4" SC ST - - - 1 -

3'-0" 7'-0" 1 3/4" GS PC ● IC - 6 CR VISION PANELS - DUAL PANE 1/4" TEMPERED GLASS : PANIC HARDWARE

D

D4 F

F2

D

D6 F

F4

D

D2 F

F5

D

D7 F

F5

D

D7 F

F5

D

D7 F

F5

D

D7 F

F1

D

D7 F

F5

D

D7 F

F5

D

D7 F

F5

D

D7 F

F4

D

D3 F

F1

D

D6 F

F4

D

D5 F

F3

D

D6 F

F4

D

D6 F

F4

D

D6 F

F4

D

D4 F

F1

D

D6 F

F4

D

D6 F

F4

D

D6 F

F4

D

D1 F

F1

GENERAL DOOR NOTES

1. VERIFY LOCK FUNCTIONS, CYLINDERS AND KEYING WITH THE STATE REPRESENTATIVE.

2. PROVIDE ACCESSIBLE SIGNAGE AT BATHROOMS AND RESTROOMS, SEE SHEET A500. SEE SHEET A101 FOR OTHER DOOR SIGNAGE / LOCATIONS.

3. PROVIDE INSECT, FLAME AND EMBER INTRUSION PREVENTION SCREENING ON ALL DOOR LOUVERS UNLESS OTHERWISE NOTED.

4. WUI EXTERIOR DOOR ASSEMBLY : EXTERIOR GLAZED DOORS AND EXTERIOR GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATED GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE.

5. FIELD VERIFY ALL OPENINGS.

6. EXTERIOR DOORS AND FRAMES SHALL BE PAINTED TO MATCH EXTERIOR WINDOW COLOR.

7. INSTALL FRAME WITH FASTENERS EXPOSED TO INTERIOR.

8. TEMPERED WIRE GLASS TO COMPLY WITH ASTM E119 SECTION 716.2.

9. ALL RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL AND INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP. DOOR AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER

IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED BY THE LETTER "S" PER CBC, NFPA 105 AND 252.

10. FIRE RATED DOOR FRAME SHALL BE INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS AND THE INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES PER CBC.

11. THE LEVER OF LEVER-ACTUATED LATCHES OR LOCKS MUST BE CURVED WITH A RETURN TO WITHIN 1/2 INCH OF THE DOOR TO PREVENT CATCHING ON CLOTHING OF PERSONS DURING EGRESS.

12. CBC 11B-309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.

13. CBC 11B-404.2.7 DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES

MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.

14. CBC 1010.2 DOOR…

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