Original_AAB_Plans_Pages_25-36.pdf
PDF 10 MB Posted
- Solicitation number
- 9TSC0108
- Issued by
- Fresno County, Inyo County, Kings County, Madera County, Merced County, Mono County, San Bernardino County, Tulare County, Fremont City, Fresno City, Kingsburg City, Inyokern CDP, Madera City, Madera Acres CDP, Madera Ranchos CDP, Corte Madera Town, Merced City, University of California-Merced CDP, Mono City CDP, Kings Beach CDP, San Bernardino City, East Tulare Villa CDP, Tulare City, Mono Vista CDP, California
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
EA
T
54" MIN
1 1/2"
24" MIN
M
IN
TO
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TL
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17" MIN
18" MAX
36" MIN GRAB BAR
1/
2"
12" 24"
60" MIN CLR
M
IN
C
LR
M A X
8" MIN
UNDER MOUNT SINK
9" M
IN
NON CROSS HATCHED AREA
INIDCATES ACCESSIBLE AREA BELOW
COUNTER
M
IN
C
LR
M A X
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
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FI
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YP
M
IN
C
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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
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FI
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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 A X
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 A X
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"
4"
M A X
BOTTOM OF
REFLECTIVE SURFACE
OF MIRROR
MIRROR, TYPICALLY
CENTER OVER SINK
TO CENTER
OF DEVICE
HIGHEST OPERABLE PART
M
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TY
P
FIRE ALARM
PULL STATION
2"
M
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M A X
TO
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A B
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P A R
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THERMOSTAT
8"
M
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T O
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A B
LE
P A R
TS
A
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
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 :
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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IN
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A .d l
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. 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
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
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
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
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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