Bid_Addendum_1_Drawings_Pages_37-48.pdf

L E

XT

TABLE VALID FOR: fy=60 KSI, f'c=3 KSI MIN, NORMAL WEIGHT CONCRETE, UNCOATED REBAR

LLAP

NOTES:

1. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5'-0" APART.

2. POST-INSTALLED REBAR DOWELS SHALL BE INSTALLED WITH SIMPSON SET-3G ADHESIVE

(PER ICC-ESR-4057) WITH 20 x BAR Ø EMBEDMENT OR PER PLANS.

D

BAR

SIZE

D

MIN INSIDE BEND

DIAMETER (IN)

LEXT

STRAIGHT

EXTENSION

LENGTH (IN)

LLAP

LAP SPLICE

LENGTH (IN)

#3 - #8 6 x BAR Ø

90° HOOK

12 x BAR Ø

(6" MIN)

48 x BAR Ø (#3 - #6)

135° HOOK

6 x BAR Ø

(4" MIN)

60 x BAR Ø (#7 - #8)

180° HOOK

4 x BAR Ø

(2.5" MIN)

LEXT

C

LE

A R A N C E

B A R Ø

1"

M

IN

NOTES:

1. SLEEVE AT PIPE ONLY, CONDUIT MAY BE CAST DIRECTLY INTO CONCRETE. CONDUIT GROUP SHALL BE NO

LARGER THEN 6"x6".

2. PIPE MUST BE ALIGNED PERPENDICULAR TO FOOTINGS.

3. SPACING BETWEEN ADJACENT PENETRATIONS SHALL BE 1x THE DIAMETER CENTER TO CENTER.

4. THERE SHALL BE NO PIPE PENETRATIONS WITHIN 2 FEET OF EACH SIDE OF HOLD DOWNS.

5. NO PIPES ALLOWED THROUGH SPREAD FOOTINGS.

6. WRAP PIPE IN 1" GLASS WOOL OR POLY-STYRENE TAPE OR PROVIDE SLEEVE.

7. WHERE GRAVITY DRAINAGE PIPE DOES NOT MEET ABOVE REQUIREMENTS, SEE DETAIL 5.

D

EP

TH

O

F

FO

O

TI

N G

1" CLEAR ALL AROUND

PIPE, FILL ANNULAR

SPACE WITH FOAM

1 1/2

2'-0" MIN

6" M

IN

9"

MIN

CONCRETE FILL

TOP OF FTG

BOT OF FTG

4" M

IN

3' -0

M A X

CONCRETE

FILL

CONSTRUCTION

JOINT, OPTIONAL

PIPE W/ FOAM OR

CONDUIT GROUP, TYP

FOOTING

REINF,

PER PLAN

1/

2" M

IN

D

TOOLED CONTROL JOINT W/ 1/8"

RADIUS WHERE OCCURS

CONC SLAB VAPOR BARRIER, 15 MIL THICK

MIN POLYETHYLENE SHEET)

6" OF DRAINAGE

COURSE, UNO

ENGINEERED FILL, SEE GRADING

PLAN FOR DEPTH AND LIMITS

OF FILL BELOW BUILDING

NATIVE SUBGRADE

D /4

M

IN

REBAR MID DEPTH

NO PIPE, TRENCHING OR OTHER EXCAVATION

PARALLEL TO FOOTING BELOW THIS LINE,

STEP FOOTING LOWER AS REQUIRED

1'-6" MIN

9" M

IN

FOOTINGTRENCH

PIPE

DROP FOOTING AS REQUIRED

FOR UTILITY TO BE ABOVE

INFLUENCE LINE, SEE DETAIL 3

#4 CONT

1" CLR FROM TOP

6"MATCH WALL WIDTH

BENT #4 @ 18" OC

ALT DIR W/ STD HOOK

SEE FOUNDATION PLAN

FOR ANCHORAGE

CORNER, TYP

INTERSECTION

STANDARD REBAR LAP

SPLICE ALTERNATIVE

CORNER, ALT

SINGLE

DOUBLE

CORNER, TYP

INTERSECTION

STANDARD REBAR LAP

SPLICE ALTERNATIVE

CORNER, ALT

STANDARD REBAR

HOOK, TYP

STANDARD REBAR

HOOK, TYP

#4 VERT, TYP

P

ER

P

LA

N S

#4 @ 12" OC

W/ STD HOOK

CONCRETE HOUSEKEEPING

PAD PER PLAN

#4 @ 12" OC EA WAY

1"

FOOTING

CLSM CONCRETE FILL, NO REINF, PLACE

AGAINST UNDISTURBED EARTH (FILL

SHALL CURE FOR 3 DAYS MIN PRIOR TO

PLACING FOOTINGS)

D

M A X)

S = 2D

TOP OF FTG

BOT OF FTG

ADDITIONAL VERTICAL

REINF AT PIPE

FOOTING REINF,

PER PLAN

SLAB

6" M

IN

2"

STANDARD REBAR

LAP SPLICE

MATCH BOT REINF AT

EA BAR, 3" MIN COVER

PIPE IN PIPE SLEEVE 1" CLEAR

ALL AROUND, FILL ANNULAR

SPACE WILL CAULK

D D /4

M

IN

TOOLED CONTROL JOINT W/ 1/8"

RADIUS WHERE OCCURS

CONC SLAB

6" OF DRAINAGE

COURSE

ENGINEERED FILL, SEE GRADING

PLAN FOR DEPTH AND LIMITS

OF FILL BELOW BUILDING

NATIVE SUBGRADE

REBAR MID DEPTH3"

M

A X

STD HOOK

9"x9" THICKENED EDGE

W/#4 CONT.

D

P

ER

P

LA

N S

CONC SLAB

REBAR, SAME AS SLAB

STANDARD LAP SPLICE,

TYP EA SIDE

D

EP

TH

O

F

FO

O

TI

N G

1" CLEAR ALL

AROUND PIPE, FILL

ANNULAR SPACE

WITH FOAM

TOP OF FTG

BOT OF FTG

FOOTING REINF,

PER PLAN

1/

2" M

IN

9"

IN

PIPE PER PLAN,

3 1/2" OD MAX

CUT CONT BAR AT PIPE AS REQUIRED

AND PROVIDE DOWEL CENTERED ON

PIPE, DOWEL SIZE TO MATCH

FOOTING REINF AND LAP SPLICE

CONCRETE FILL, SEE

DETAIL 4

SINGLE WRAP PIPE

WITH FOAM AT

CONC STEM

PIPE BELOW

FOOTING

S C A L E :

1NOT TO SCALE REBAR HOOKS AND LAP SPLICES

S C A L E :

2 1" = 1'-0" PIPE PARALLEL TO FOOTING

S C A L E :

8 1" = 1'-0" INTERIOR SLAB SECTION/CONTROL JOINT

S C A L E :

4 3/4" = 1'-0" PIPE THROUGH/BELOW FOOTING

S C A L E :

12 1" = 1'-0" NON-STRUCTURAL CURB

S C A L E :

6 NOT TO SCALE FOOTING/WALL REINFORCEMENT

S501

STANDARD FOUNDATION

DETAILS

A. ECCLESTON

A. ECCLESTON

K. LAM

C U s e rs

\A E c c le s t\ A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

S S .d w g

A u g

:2 P

V2

S C A L E :

9 1" = 1'-0" MECHANICAL HOUSEKEEPING PAD

S C A L E :

33/4" = 1'-0" PIPE PARALLEL TO FOOTING

S C A L E :

5 3/4" = 1'-0" GRAVITY DRAINAGE PIPE THROUGH FOOTING

S C A L E :

10 1" = 1'-0" EXTERIOR SLAB SECTION/CONTROL JOINT

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

Rea l Estate Surveying

Architecture&Enginee ring

Co ns tr uc ti on

M an ag em en t

To we rs Va ul ts

1131 S STREET, SACRAMENTO, CA 95811-2460

A . E

. E CC LESTO

N

C 90716

C IV I L

R E

G I S

T E R E D

PROFES S IO NA L

E N G

IN

E E R

S

TA TE OF CA L I FORNI

A

S C A L E :

11 1" = 1'-0" RECESSED SLAB

S C A L E :

7 3/4" = 1'-0" PIPE THROUGH CURB

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

1'-4"

1' -2

AT SW HOLD DOWNS TYPICAL

1' -6

1 1/2"

SLAB REINFORCEMENT

AT MID DEPTH

#4 W/ 90° BEND, INTO SLAB

AT 24" OC STD LAP SPLICE

#4 CONT OFFSET TO AVOID SILL

ANCHORS, CLR 3" TOP, 2" SIDE

CONCRETE SLAB/FLAT

WORK AS OCCURS

HD PER PLANS

SB PER PLANS

EXCEPT AT OPENINGS

#4 VERT BAR INTO CURB W/ STD

HOOK AT BOTTOM AT 24" OC

(2) #4 CONT T&B

3" CLR,

TYP 3"

C

LR

, T

YP

6"

6"

OPTIONAL JOINT

1' -0

6"

(3) #4 EA WAY

(2) #4 W/ 90° BEND

INTO SLAB, 1 EA WAY

STANDARD LAP SPLICE

PER PLANS

CPTZ BASE PER PLANS

3" CLR, TYP

2'-0" SQ

6"

(2) PAB PER PLANS

SLAB REINFORCEMENT

@ MID DEPTH

1'-0" SQ

ABU BASE PER PLANS

W/ 5/8"Ø x 10" TITAN HD

#4

PER PLANS

3" CLR, TYP

8" x 2'-0"

(3) #4

PORCH SLAB

1' -2

SLAB REINFORCEMENT

@ MID DEPTH

WALL FOOTING OUTLINE

AND REINFORCEMENT

1'-4"

ISOLATION JOINT

(2) #4 3" CLR, TYP (3) #4

6" TYP ON 3 SIDES

PORCH POST

BUILDING WALL

PORCH SLAB

(2) PAB PER PLANS

CPTZ BASE PER PLANS

1'-2" x 2'-0"

1' -2

SLAB REINFORCEMENT

@ MID DEPTH

WALL FOOTING OUTLINE

AND REINFORCEMENT

1'-4"

STRIP FOOTING EDGE

STRIP FOOTING EDGE

INTERIOR WSP

EXTERIOR WSP

STUD , TYP

SILL PLATE

S502

FOUNDATION DETAILS

A. ECCLESTON

A. ECCLESTON

K. LAM

C U s e rs

\A E c c le s t\ A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

S S

S .d g

:2

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

Rea tr uc ti on

M an ag em en t

To we rs Va ul ts

1131 S STREET, SACRAMENTO, CA 95811-2460

A

E� E

CCLESTO

N

C 90�16

CIVIL

R E

G

IS

T E

R E

D P

ROFESSIONA

L

E N

G

IN

E E

R

S

T

ATE OF CALIFORN

IA

S C A L E :

11" = 1'-0"

PERIMETER FOOTING

S C A L E :

41" = 1'-0"

24 INCH SQUARE ISOLATED FOOTING

S C A L E :

21" = 1'-0"

PORCH POST FOOTING AT EXTERIOR WALL

S C A L E :

31" = 1'-0"

OFFSET PORCH POST FOOTING AT EXTERIOR WALL

S C A L E :

51" = 1'-0"

EXTERIOR TO INTERIOR WALL INTERSECTION 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:

1' -0

M

IN

HD AND AB PER PLAN SET

FLUSH ON SILL PLATE

SHEAR WALL EDGE NAILING

ALONG FULL HEIGHT OF POST

HD POST SIZE PER PLAN

(2) 1-1/2"Ø MAX BORED HOLES

ALLOWED IN HATCH AREA.

ANCHOR BOLTS PER PLAN

3" M

IN

1' -0

TOP OF CURB

32" MAX

TOP OF SLAB

7" M

IN

EM

B

ED

M

EN

T, T

YP

℄ OF

CURB

BPS5/8-6 BEARING

PLATE

ANCHOR BOLT PER PLANS

1/2" MAX

CURB OR SLAB

WHERE OCCURS

SECTION "A"

PROVIDE SILL

PLATE W/ FULL

LEVEL BEARING ON

CONCRETE OR

MORTAR BED

8" MIN, 12" MAX FROM

END OF SILL PLATE OR

HOLE GREATER THAN

1/3 PLATE WIDTH

A

1-3/4" MIN

NOTE: USE POSTS AT CORNERS AND INTERSECTIONS WHERE SHOWN ON FOUNDATION PLAN.

INTERSECTION CORNER

STUD, TYP

WSP WHERE OCCURS, TYP

TRUSS BC

SDPW19600 AT 4'-0" OC,

MIN 2 PER WALL

1/ 2"

C

LR

NON-BEARING WALL

BLOCK AT 4'-0" OC,

MIN 2 PER WALL

SDPW19600

1/ 2"

C

LR

NON-BEARING WALL

0" O

FF

S

ET

TRUSS BC

(2) 16d EA END

PERPENDICULAR PARALLEL

0" O

FF

S

ET

4'-0" MIN LAP, TYP

3"

1/

4"

3" 1 1/2"

(20) 10d COMMON NAILS

PER SPLICE SIDE

DOUBLE TOP PLATE

SPLICE OVER CENTERLINE

OF STUD, TYP

SPLICE AT INTERSECTING

WALL

(0.4*D)Ø MAX HOLE

DOUBLE TOP PLATE

(0.6*D)Ø MAX HOLE OR MAX

NOTCH:

PROVIDE CTS218 EA PLATE W/

(24) 10d PER STRAP1'-0" MIN

D

NOTES:

1. DO NOT LOCATE HOLES WITHIN 4'-0" EA SIDE OF TOP PLATE SPLICES.

2. DO NOT LOCATE HOLES WITHIN 12" OF END OF STUD.

3. ALTERATION OF OTHER STRUCTURAL MEMBERS IS NOT PERMITTED UNLESS OTHERWISE DETAILED.

4. PORTION OF STUD REMAINING AROUND HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH

REDUCING PROPERTIES SUCH AS KNOTS, BREAKS, SPLITS, EXCESSIVE SLOPE GRAIN, ETC.

STUDS

5/8" MIN

EDGE

DISTANCE

SINGLE STUD: (0.4D)Ø MAX HOLE

DOUBLE STUD OR (0.6D)Ø MAX HOLE

NONBEARING:

BEARING/EXTERIOR: (0.25D) MAX NOTCH DEPTH

NON BEARING: (0.4D) MAX NOTCH DEPTH

D M

IN

D

3/ 4"

M

IN

ED

G E

D

IS

TA

N C E

4" MAX

0.

6D

M A X

B

LO

C K

ED

U N B

LO

C K

ED

MEMBER

BELOW

EDGE NAILING

FIELD NAILING

BLK WHERE

NOTED

W/4 TYP

STUD, TRUSS OR BLK PLACED

SO JOINT IS CENTERED

NAIL SIZE &

SPACING PER PLAN

W (1 1/2" MIN)

1/8" GAP

3"

22° 1/2" MIN

1/2" MIN

DTP

SPLICE

3"

22.0°

1/

2"

TRUSS TO DTP OR BEAM

WIDE FACE STUD TO SILL

NARROW FACE TO DTP OR BEAM

1/2" MIN

7/8" MAX

3/4" MIN

1" MAX

22°

DTP TO TRUSS/BEAM (SINGLE)

1/2" MIN

1-3/4" MAX

1/2" MIN

MEMBER

BELOW

EDGE NAILING

FIELD NAILING

NOTE: OPENING IN SHEAR WALL PANELS TO BE SPACED NOT CLOSER THAN 4'-0" OC HORIZ AND

8'-0" OC VERT

NO BLK REQD

FOR OPENINGS

SMALLER THAN

8"x8"

S Q M

A X

FLAT BLK @ EDGES OF OPENING

W/ NAILING TO MATCH EDGE

CMSTC16 W/ (20)

10d EA SIDE

CORNER STUDS

DTP

2x TIE PLATE OR DTP

WHERE OCCURS

S C A L E :

2 1" = 1'-0" HOLDOWN POST

S C A L E :

33/4" = 1'-0" LOAD-BEARING WALL SILL PLATE ANCHORAGE

S C A L E :

4 1-1/2" = 1'-0" LOAD-BEARING WALL CORNER

S C A L E :

11" = 1'-0" NON-LOAD-BEARING WALL FASTENING

S C A L E :

11 1" = 1'-0" LOAD-BEARING DOUBLE TOP PLATE SPLICE

S C A L E :

7 1" = 1'-0"NOTCHES AND BORED HOLES IN STRUCTURAL MEMBERS

S C A L E :

6 1/2" = 1'-0" STRUCTURAL SHEATHING LAYOUT

S C A L E :

8 6" = 1'-0" STRUCTURAL SHEATHING NAILING

S511

STANDARD FRAMING DETAILS

A. ECCLESTON

A. ECCLESTON

K. LAM

C U s e rs

\A E c c le s t\ A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

S S .d g

:2

S C A L E :

5 1" = 1'-0" SDWC CONNECTIONS

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

Rea tr uc ti on

M an ag em en t

To we rs Va ul ts

1131 S STREET, SACRAMENTO, CA 95811-2460

A . E

. E CC LESTO

N

C 90716

C IV I L

R E

G I S

T E R E D

PROFES S IO NA L

E N G

IN

E E R

S

TA TE OF CA L IFORNI

A

S C A L E :

9 1/2" = 1'-0" OPENING IN SHEAR PANELS

S C A L E :

10 NTS STRAP AT CORNERS OF TOP PLATE

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

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SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 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SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d

BN

WSP

BN

2x SHAPED BLK W/ VENT HOLES, SEE ARCH DETAILS

BN

2x FASCIA W/ (2)10d

NAILS TO TRUSS

SDWC15600 NARROW FACE

OF STUD TO DTP, SEE 5/S511

(2) SDWC15450 WIDE FACE

OF STUD TO SILL PLATE,

SEE 5/S511

(2) SDWC15600 TRUSS TO

DTP, SEE 5/S511

A35 EA BLK TO DTP

RAKE WALL STUD, TYP

2x6 SHAPED BLK, TYP

A35 BLK TO DTP, TYP

CMSTC16 W/ (20)

10d NAILS EA SIDE

2x BLK, TYP

SEE ARCHITECTURAL DRAWINGS

FOR FASTENING OF METAL

ROOFING TO BLK

TRUSS TC, TYP

VENTED RIDGE, SEE ARCHITECTURAL

DETAILS

2x SHAPED BLK W/ VENT

HOLES, SEE ARCH DETAILS

BN

2x FASCIA W/ (2)10d

NAILS TO TRUSS

BEAM PER PLANS

(2) SDWC15600 TRUSS

TO BEAM, SEE 5/S511

A35 BLK TO BEAM

STUDS PER PLANS

HEADER PER PLAN

(2) 2x6 OR HOLDOWN

POST

SILL ANCHORAGE PER PLAN

SW HD,

WHERE

OCCURS

A35, TYP

ALTERNATE FRAMING,

(4) 16d STUD TO HDRHH6 STUD TO

HEADER

A35 HEADER TO

JACK STUD T&B

EN

STAGGERED

AT DOUBLE

STUDS

FIRE BLOCKING, SEE

ARCHITECTURAL

JACK STUD

(2) SDWC15450 WIDE

FACE OF STUD TO SILL

PLATE, SEE 5/S511

SDWC15600 NARROW FACE

OF STUD TO DTP, SEE 5/S511

16d AT 12" OC

STAGGERED

STUDS PER PLANS

HEADER PER PLAN

(2) 2x6 OR HOLDOWN

POST

SILL ANCHORAGE

PER PLAN

HH6 STUD

TO HEADER

A35, TYP

ALTERNATE FRAMING,

(4) 16d STUD TO HDR

FIRE BLOCKING, SEE

ARCHITECTURAL

A35 HEADER TO JACK

STUD T&B

JACK STUD

EN

STAGGERED

AT DOUBLE

STUDS

SDWC15600 NARROW FACE OF STUD TO DTP, SEE 5/S511

(2) SDWC15450 WIDE

FACE OF STUD TO SILL

PLATE, SEE 5/S511

16d AT

12" OC

STAGGERED

2x FASCIA W/ (2)10d

NAILS TO OLKR

BN

BN

STUD WALL

DTP

A35 OLKR TO TRUSS

OLKR

TRUSS

WSP

WSP

2x BLK BN

SILL PLATE

(2) SDWC15600 OLKR

TO DTP, SEE 5/S511

SDWC15600 NARROW FACE

OF STUD TO DTP, SEE 5/S511

(2) SDWC15450 WIDE FACE

OF STUD TO SILL PLATE,

SEE 5/S511

(4) 10d AT 6" OC WSP TO OLKR

A35 EA BLOCK TO DTP

2x BLK, TYP

BN

DRAG TRUSS ALIGN

W/ 2x BLK LINE

(SCISSOR TRUSS

WHERE OCCURS)

CMSTC16 W/ (20)

10d NAILS EA SIDE

2x SCAB W/ (10) 10d

NAILS TO TRUSS BC

STRAP NAILS TO

CLR TRUSS PL

BN

(6) 8D NAILS/BLK,

TYP

LS30 TRUSS BC TO BLK EA END

2x FLAT BLK AT EA

END, MITER TO FIT

BN

TRUSS TC

TRUSS BC

SDWS22600DB

AT 16" OC, TO DTP

SDWS22600DB

AT 16" OC, TO

STUD OR BLK

SHAPED 2x10 LEDGER

W/ (3) SDWS22600DB

AT 16" OC TO STUD

OR BLK

HTU210 TRUSS

TO LEDGER

SHORTENED

HEEL TRUSS

VTCR VALLEY TRUSS BC TO

EA COMMON TRUSS TC AT

INTERSECTION, TYP

SHAPED 2x BLK

BTWN TRUSSES W/

(4) 10d TO LEDGER

10d STAGGERED AT 6"

OC WPS TO LEDGER

BN (4) 10d AT 6" OC WSP

TO BLK

2x BLK AT 24" OC

DTP

STUD, TYPSHEARWALL

DOUBLE 2x6 BLK, TYP

LEDGER

TRUSS DTP

EXTEND CMSTC16 TO

ACHIEVE MIN (20) 10d

NAILS TO DTP

EXTEND CMSTC16 LENGTH OF SHEARWALL,

10d NAILS TO BLK EVERY OTHER HOLE

S512

FRAMING DETAILS

A. ECCLESTON

A. ECCLESTON

K. LAM

C U s e rs

\A E c c le s t\ A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

S S

S .d g

:2

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

Rea tr uc ti on

M an ag em en t

To we rs Va ul ts

1131 S STREET, SACRAMENTO, CA 95811-2460

A � E

� E

CCLESTO

N

C 90716

CIVIL

R E

G

IS

T E

R

ED

P

ROFESSIONA

L

E N

G

IN

E E

R

S

T

ATE OF CALIFORN

IA

S C A L E :

41" = 1'-0"

TYPICAL EAVE WALL

S C A L E :

31" = 1'-0"

TYPICAL EAVE TO BEAM CONNECTION

S C A L E :

61" = 1'-0"

RIDGE OUTLOOKER

S C A L E :

91" = 1'-0"

TYPICAL VENTED RIDGE

S C A L E :

11/2" = 1'-0"

TYPICAL EAVE WALL

S C A L E :

21/2" = 1'-0"

TYPICAL RAKE WALL

S C A L E :

51" = 1'-0"

TYPICAL RAKE WALL

S C A L E :

71" = 1'-0"

DRAG TRUSS

S C A L E :

81" = 1'-0"

HEEL TRUSS CONNECTION AND TYPICAL VALLEY SET

S C A L E :

101" = 1'-0"

DOUBLE TOP PLATE TO BALLOON-FRAMED WALL

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

AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d

POST

6-16d STUD TO BEAM EA SIDE

16d AT 12" OC, STUD TO POST

FULL HEIGHT STUD EA SIDE

BEAM, PER PLANS

LTP4 BLK

TO TRUSS

BN

2x BLK

WSP

BN

A35 OLKR TO TRUSS BN

2x FASCIA W/ (2)10d

NAILS TO OLKR

SDWC15600

TRUSS TO OLKR

LATERAL BRACING

AS REQUIRED BY

TRUSS CALCS

3"

(4) 10d AT 6" OC

WSP TO OLKR

3"

5' -0

ST9 BEAM TO DTP

ALIGN W/ PORCH

BEAM BLK

CBT4Z BEAM

TO BRACE

CBT4Z BEAM TO POST

CBT4Z BRACE TO POST

6x6 BRACE

PORCH POST

PORCH BEAM

WSP

BUILDING WALL

RAKE WALL

BN

TRUSS TC

TRUSS BC

WSP

2x6 BLOCKING W/

2-16d EN TO STUD

EA SIDE

SDS25312 AT 16" OC,

TO STUD OR BLK

DRAG TRUSS ALIGN

W/ 2x BLK LINE

CMSTC16 W/ (10)

10d EA SIDE

2x BLK, TYP

BEAM

NOTCH BEAM FOR DTP

POST

BN

STRAP NAILS TO

CLR TRUSS PL

(4) 16d EA BLK TO

TRUSS

2x SCAB W/ (5) 10d

NAILS TO TRUSS BC

BEAM TO WALL, SEE DETAIL 2

POST

6-16d STUD TO BEAM EA SIDE

16d AT 12" OC, STUD TO POST

FULL HEIGHT STUD EA SIDE

BEAM, PER PLANS

DTP

DRAG TRUSS

THA29 TRUSS TO

PERP TRUSS

BN

WSP

BN

(2) SDWC15600 TRUSS TO

DTP, SEE 5/S511

SDWC15600 NARROW

FACE OF STUD TO DTP,

SEE 5/S511

(2) SDWC15450 WIDE FACE

OF STUD TO SILL PLATE,

SEE 5/S511

(4) 16d EA BLK

TO TRUSS

TRUSS

DRAG TRUSS BEYOND

CMSTC16 W/ (10)

10d NAILS EA SIDE

EVERY OTHER HOLE

TO BLOCK AND DTP

2x BLK, TYP

DTPTRUSS, TYP

CMSTC16 W/ (10)

10d EA SIDE

BEAM

NOTCH BEAM FOR DTP

POST

DTP

6-16d STUD TO BEAM

16d AT 12" OC, STUD TO POST

S513

FRAMING DETAILS

A. ECCLESTON

A. ECCLESTON

K. LAM

C U s e rs

\A E c c le s t\ A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

S S

S .d g

:3

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

Rea tr uc ti on

M an ag em en t

To we rs Va ul ts

1131 S STREET, SACRAMENTO, CA 95811-2460

A

E� E

CCLEST

O

N

C 90716

CIVIL

R E

G

IS

T E

R E

D P

ROFESSIONA

L

E N

G

IN

E E

R

S

T A

TE OF CALIFORN

IA

S C A L E :

31" = 1'-0"

BEAM PERPENDICULAR TO WALL

S C A L E :

41" = 1'-0"

TYPICAL PORCH RAKE WALL

S C A L E :

71" = 1'-0"

ENTRY ANGLE-BRACED PORCH

S C A L E :

51" = 1'-0"

PORCH TO RAKE WALL

S C A L E :

11" = 1'-0"

PORCH CONNECTION TO DRAG TRUSS

S C A L E :

21" = 1'-0"

BEAM PERPENDICULAR TO WALL

S C A L E :

61" = 1'-0"

ENTRY TRUSS

S C A L E :

81" = 1'-0"

ENTRY DRAG TRUSS

S C A L E :

91" = 1'-0"

BEAM AT CORNER 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

AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d AutoCAD SHX Text: 10d 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: 10d 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

GENERAL REQUIREMENTS

1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND SHALL BE EQUAL IN QUALITY, TYPE, CAPACITY, EFFICIENCY AND ACCESSORIES TO THE EQUIPMENT NOTED ON THE DRAWINGS. ADJUSTMENTS TO CONSTRUCTION AND ACCESSORIES ON SUBSTITUTED EQUIPMENT MAY BE REQUIRED TO ACHIEVE THIS EQUALITY, AND ALL SUCH ADJUSTMENTS SHALL BE PERFORMED TO ACHIEVE FULLY OPERATIONAL SYSTEMS. INSTALLER SHALL MAKE ANY CHANGES IN DUCTWORK, PIPING, FRAMING, ETC., AS REQUIRED TO

ACCOMMODATE SUBSTITUTED EQUIPMENT.

2. INSTALL ALL EQUIPMENT AND MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. APPLICABLE CODES SHALL INCLUDE, BUT NOT BE LIMITED TO THE 2022 EDITIONS OF THE CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE & CALIFORNIA BUILDING CODE, THE CALIFORNIA CODE OF REGULATIONS (CCR), CALIFORNIA FIRE REGULATIONS, AND CALIFORNIA ENERGY EFFICIENCY STANDARDS. WHERE HEAVIER GAGES OF MATERIAL, LARGER SIZES, THICKER INSULATION OR MORE STRINGENT REQUIREMENTS THAN THE CODES ARE REQUIRED BY THE CONSTRUCTION DOCUMENTS, SUCH INCREASED REQUIREMENTS SHALL APPLY. WHERE THERE MAY BE DISCREPANCIES OR DIFFERENCES

BETWEEN THE CODE REQUIREMENTS AND THE CONSTRUCTION DOCUMENTS, THE MORE STRINGENT

REQUIREMENTS SHALL GOVERN.

3. CONTROLS SHALL COMPLY WITH THE 2022 EDITION OF THE CALIFORNIA ENERGY CODE, SUBCHAPTER 3, SECTION 122. ALL CONTROL SYSTEM COMPONENTS AND CONTROL WIRING REQUIRED AND NECESSARY FOR A COMPLETE AND WORKABLE SYSTEM SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT

SHOWN ON THE CONSTRUCTION DOCUMENTS.

4. ALL AIR AND WATER SYSTEMS SHALL UNDERGO TESTING AND BALANCING BY QUALIFIED TESTING AND BALANCING PERSONNEL, USING SMACNA, TABB, AABC AND/OR NEBB PROCEDURES, AND THE PROJECT SPECIFICATIONS. FLOW QUANTITIES SHALL BE BALANCED TO NOT MORE THAN 10% ABOVE OR 0% BELOW

THE QUANTITIES SHOWN ON THE DRAWINGS. SUBMIT A COMPLETE TEST AND BALANCE REPORT

INDICATING, AS A MINIMUM, THE FLOW DELIVERY FOR EACH AIR OUTLET LOCATION, THE FINAL OPERATING

DATA FOR THE SYSTEMS AND THE AIR CONDITIONING UNITS.

5. SUBMIT FOR APPROVAL, COMPLETE SUBMITTAL DATA ON SPECIFIED AND PROPOSED EQUIPMENT AND

MATERIALS. SUBMITTALS SHALL INCLUDE EQUIPMENT SIZES, CAPACITY, MOTOR LOCATIONS,

PERFORMANCE CURVES AND OTHER PERTINENT DATA. EACH SUBMITTAL SHALL INCLUDE IDENTIFICATION TAGS OR SYMBOLS TO MATCH THE CONSTRUCTION DOCUMENTS. PARTIAL SUBMITTALS OR SUBMITTALS WHICH ARE NOT MARKED WITH EQUIPMENT TAGS OR PERFORMANCE DATA WILL BE REJECTED. REFER TO

PROJECT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.

6. PROVIDE PERMANENT ENGRAVED PLASTIC NAME PLATES FOR ALL EQUIPMENT INSTALLED, INDICATING THE PLAN DESIGNATION OF THE UNIT (GRVR-1, LV-1, IDU-1, ETC.) AND ALSO THE BUILDING AREA SERVED (BEDROOMS, CONFERENCE ROOM, ETC.). STAMPED METAL TAPES APPLIED WITH SELF-CONTAINED

ADHESIVE WILL NOT BE ACCEPTABLE.

7. INSTALLER SHALL VERIFY ALL WORK CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, EQUIPMENT, STRUCTURAL ELEMENTS, ELECTRICAL REQUIRMENTS, MATERIALS INDICATED AS EXISTING, AS WELL AS THE COORDINATED INSTALLATION OF ALL NEW WORK, MATERIALS, EQUIPMENT, ETC. COORDINATE THE LOCATIONS OF ALL EQUIPMENT WITH STRUCTURAL, AND ALL OTHER

AFFECTED TRADES.

8. INSTALLER SHALL FIELD COORDINATE AND INSTALL PACKAGED HVAC EQUIPMENT TO MAINTAIN A MINIMUM OF 10'-0" CLEARANCE FROM OUTSIDE AIR INTAKE TO ALL EXHAUST OUTLETS, PLUMBING VENT-THRU-ROOFS

(VTR'S), FLUE VENT DISCHARGES, TYPICAL.

9. MECHANICAL SYSTEMS DESIGN REFLECT EQUIPMENT SPECIFIED. WHEN EQUIPMENT SUBSTITUTIONS OCCUR AND DUCT CONNECTIONS, CONFIGURATIONS & SIZES, GAS INPUT AND ELECTRICAL SERVICE VARIES FROM THAT SPECIFIED, THEN IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO PREFORM ALL REQUIRED OR NECESSARY ADJUSTMENTS OR MODIFICATIONS WHEN THE SUBSTITUTED EQUIPMENT REFLECT OR REQUIRE REVISIONS OR CHANGES FROM THAT SHOWN ON THE CONSTRUCTION DOCUMENTS.

ALL MECHANICAL SYSTEMS SHALL BE BRACED OR ANCHORED PER THE DETAILS ON THE APPROVED

CONSTRUCTION DOCUMENTS.

HVAC DUCTWORK

10. EXCEPT AS OTHERWISE ALLOWED OR PERMITTED, HVAC DUCTWORK SHALL BE CONSTRUCTED OF SMACNA GAGE (MINIMUM 26 GA THICKNESS) RIGID GALVANIZED STEEL MATERIAL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PROVIDE FLAT SEAM CONSTRUCTION FOR ANY DUCTS EXPOSED IN OCCUPIED

SPACE. DUCTWORK SHALL CLEAR OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS,

ACCESSWAYS AND PASSAGEWAYS CLEAR, WHETHER OR NOT SHOWN ON THE DRAWINGS. ALL DUCT SIZES

SHOWN REFER TO THE NET INSIDE DIMENSION OF THE DUCT.

11. CONSTRUCT, FABRICATE AND INSTALL ALL DUCTWORK IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA DUCT CONSTRUCTION STANDARDS AND GUIDELINES, THE CALIFORNIA MECHANICAL CODE AND MANUFACTURER RECOMMENDATIONS. ALL DUCT JOINTS INCLUDING MECHANICAL FLANGED JOINTS SHALL BE SEALED WITH SILVER TAPE, OR ARABOL AND CANVAS. SEAL THE JOINTS OF ALL DUCTS EXPOSED TO

THE WEATHER WITH ARABOL AND CANVAS.

12. ROUND DUCTWORK SHOWN ON THE DRAWINGS SHALL BE PREFABRICATED TYPE. NOTE: ALUMINUM FLEXIBLE DUCT IS NOT ACCEPTABLE IN LIEU OF ROUND RIGID DUCTWORK. IF RECTANGULAR DUCTWORK IS USED IN LIEU OF ROUND DUCT, THE RECTANGULAR DUCT AREA SHALL BE EQUIVALENT TO THE NET AREA OF THE ROUND DUCT. THE ASPECT RATIO OF THE RECTANGULAR DUCTWORK FROM THE LONG SIDE TO THE

SHORT SIDE SHALL NOT EXCEED 2:1. TRANSITION DUCT SLOPE RATIO SHALL BE 1:5.

13. PROVIDE ALL BRANCH DUCTS WITH VOLUME DAMPERS WITH LOCKING QUADRANTS LOCATED AT LEAST FIVE

FEET (5'-0") FROM THE GRILLE OR DIFFUSER SERVED.

14. WHERE APPLICABLE, ALL DUCTWORK RUNS CONNECTED TO A DIFFUSER BOX SHALL BE CONNECTED VIA A

RIGID SHEETMETAL ELBOW.

DUCT INSULATION

15. PROVIDE ALL SUPPLY AND RETURN DUCTS WITH EXTERIOR INSULATION, FIBERGLASS MATERIAL DUCT WRAP, WITH FACTORY APPLIED FLAME RETARDANT FOIL REINFORCED KRAFT FACING. INSULATION SHALL HAVE MINIMUM R-8 VALUE. ALL INSTALLATIONS SHALL BE ACCORDING TO MANUFACTURER INSTRUCTIONS AND PROJECT SPECIFICATIONS. LAP ALL JOINTS 4" MINIMUM, AND SECURE WITH GALVANIZED STEEL WIRE.

ACOUSTICAL DUCT LINER

16. IN ADDITION TO THE EXTERIOR INSULATION, PROVIDE ALL MAIN DUCT PLENUMS, AND MAIN DUCT RUNS (AS INDICATED WITH "L" DESIGNATION AFTER THE DUCT SIZE) WITH INTERIOR ACOUSTICAL DUCT LINER. DUCT

LINER SHALL BE 1-1/2" THICK. ALL INSTALLATION SHALL BE ACCORDING TO MANUFACTURER

INSTRUCTIONS AND PROJECT SPECIFICATIONS. INSTALL WITH 100% COVERAGE ADHESIVE, AND FURTHER APPLY MECHANICAL PIN FASTENERS WHERE DUCT SIDE EXCEEDS 24". SEAL BUTT ENDS OF EXPOSED

INSULATION IN THE DUCTS WITH MANUFACTURERS RECOMMENDED SEALANT OR ADHESIVE.

RIGID FIBER GLASS DUCTBOARD

17. WHERE APPLICABLE OR REQUIRED/NOTED/ALLOWED, PROVIDE RIGID FIBERGLASS DUCT BOARD WITH

THICKNESS OF 1-1/2" MINIMUM. INSTALL ACCORDING TO MANUFACTURER INSTRUCTIONS.

FLEXIBLE DUCT

18. FLEXIBLE DUCT MAY BE USED AT BRANCH DUCT SECTIONS FOR CONNECTIONS BETWEEN RIGID SHEET METAL DUCTS PRIOR TO DIFFUSERS, GRILLES, ETC. FLEXIBLE DUCTS SHALL BE NO GREATER THAN 6 FEET

IN LENGTH AND SHALL NOT BE ALLOWED IN ANY EXPOSED DUCT LOCATIONS. COMPLY WITH

REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

19. FLEXIBLE DUCT FOR SUPPLY & RETURN AIR APPLICATIONS SHALL BE INSULATED TYPE CPE LINER DUCT PERMANENTLY BONDED TO A COATED ALUMINUM CORRIGATED, PROVIDED WITH FIBERGLASS INSULATION EQUIVALENT TO AN R-8 VALUE, AND LOW PERMEABILITY FIBERGLASS REINFORCED METALLIZED OUTER FILM

VAPOR BARRIER. UNINSULATED FLEXIBLE ALUMINUM DUCT SHALL BE ALLOWED FOR EXHAUST

APPLICATIONS.

20. FLEXIBLE DUCT FOR TRANSFER AIR APPLICATIONS SHALL BE INSULATED TYPE CPE LINER DUCT PERMANENTLY BONDED TO A COATED SPRING STEEL WIRE HELIX, PROVIDED WITH FIBERGLASS INSULATION EQUIVALENT TO AN R-8 VALUE, AND LOW PERMEABILITY FIBERGLASS REINFORCED METALLIZED OUTER FILM

VAPOR BARRIER. UNINSULATED FLEXIBLE ALUMINUM DUCT SHALL BE ALLOWED FOR EXHAUST

APPLICATIONS (EXCEPT AT THE APPARATUS BAYS).

21. FLEXIBLE DUCT SHALL BE INSTALLED AS PER THE LATEST EDITION OF SMACNA DUCT CONSTRUCTION STANDARDS AND GUIDELINES, AND MANUFACTURER RECOMMENDATIONS. THE FINISHED DUCT SYSTEM SHALL MEET THE REQUIREMENTS OF CMC, AND COMPLYING WITH THE REQUIREMENTS OF U.L. STANDARD FOR SAFETY U.L. 181 FOR CLASS 1 AIR DUCT. SECURE FLEXIBLE DUCTWORK WITH TWO MECHANICALLY APPLIED PLASTIC STRAPS OR ONE WORM DRIVE CLAMP. SUPPORT FLEXIBLE DUCTS WITH 2" WIDE HANGER

STRAPS.

DUCT TAPES & ADHESIVES

22. APPROVED TAPES (PRESSURE-SENSITIVE AND HEAT SCALABLE) SHALL MEET THE REQUIREMENTS OF U.L.

181A, CLOSURE SYSTEMS FOR USE WITH RIGID AIR DUCTS AND AIR CONNECTORS. GLASS FABRIC AND

MASTIC SHALL BE APPROVED BY THE SPECIFIC DUCT BOARD MANUFACTURER.

23. ALL FABRICATION, APPLICATION, AND INSTALLATION STEPS SHALL BE IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATION AND NAIMA STANDARDS, UNLESS CLEARLY STATED ON APPROVED

WAIVERS.

DIFFUSERS, GRILLES & REGISTERS

24. ALL DIFFUSERS, GRILLES AND REGISTERS SHALL BE OF COMMERICAL QUALITY AND DESIGN AND GIVE THE AIR PATTERN AS SHOWN ON THE HVAC PLAN DRAWINGS. FOR MODULAR CORE CEILING DIFFUSERS, INSTALLER SHALL FIELD ADJUST AIR PATTERN AS REQUIRED AT EACH INDIVIDUAL DIFFUSER INSTALLATION

LOCATION.

25. ALL DIFFUSER/REGISTER BOXES SHALL BE SUPPORTED ON ALL FOUR SIDES: WITH T-BARS IN A T-BAR

CEILING SYSTEM, OR WITH 2 X 4 BLOCKING IN A TRUSS SUPPORTED CEILING SYSTEM.

DUCTWORK AND PIPING SUPPORTS

26. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE AND SMACNA "GUIDELINES FOR SEISMIC RESTRAINT OF MECHANICAL SYSTEMS". INSTALLER SHALL PROVIDE CALCULATIONS FOR ISOLATORS AND MOUNTING ACCEPTABLE TO

THE REVIEWING AUTHORITY WHEN REQUIRED BY SAME.

FIRE DAMPERS

27. FIRE DAMPERS SHALL BE ACTIVATED BY A SMOKE SENSOR LOCATED BETWEEN HALLWAY 2 & 3 PER CBC

717.5. FIRE DAMPER DETAIL(S) SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. FIRE DAMPERS SHALL BE STATE FIRE MARSHAL APPROVED AND INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE

STATE FIRE MARSHAL FOR VERIFICATION.

AUTOMATIC AIRFLOW SHUTOFFS

28. AUTOMATIC SHUTOFF SHALL BE PROVIDED FOR ALL AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2,000 CFM (940 L/S) TO ENCLOSED SPACES WITHIN BUILDINGS. FURTHERMORE, AUTOMATIC SHUTOFF SHALL BE PROVIDED FOR ALL AIR-MOVING SYSTEMS REGARDLESS OF CAPACITY IF SO INDICATED ON THE DRAWINGS. AUTOMATIC SHUTOFF SHALL BE ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR-MOVING EQUIPMENT UPON DETECTION OF SMOKE IN THE MAIN SUPPLY-AIR DUCT SERVED BY SUCH EQUIPMENT. SMOKE DETECTORS SHALL BE LABELED BY AN APPROVED AGENCY AND LISTED BY THE CALIFORNIA STATE FIRE MARSHAL FOR AIR DUCT INSTALLATION. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS. SUCH DEVICES SHALL BE COMPATIBLE WITH THE OPERATING VELOCITIES, PRESSURES, TEMPERATURES AND HUMIDITIES OF THE SYSTEM. WHERE FIRE DETECTION OR ALARM SYSTEMS ARE PROVIDED FOR THE BUILDING, THE SMOKE DETECTORS REQUIRED BY THIS SECTION SHALL BE SUPERVISED BY SUCH SYSTEMS AND INSTALLED IN ACCORDANCE WITH NFPA 72 AND THE CALIFORNIA BUILDING AND FIRE CODES. THE REQUIREMENTS FOR AUTOMATIC SHUTOFFS ARE SUBJECT TO EXCEPTIONS AS INDICATED IN SECTION 608.0 OF THE CALIFORNIA MECHANICAL CODE.

VENTILATION AIR

29. PER CBC 1202.1, BUILDINGS SHALL BE EITHER PROVIDED WITH NATURAL VENTILATION IN ACCORDANCE WITH CBC SECTION 1202.5, OR PROVIDED WITH MECHANICAL VENTILATION IN ACCORDANCE WITH THE

CALIFORNIA MECHANICAL CODE, CHAPTER 4.

FLUE VENTS

30. VENTS SHALL EXTEND ABOVE THE ROOF SURFACE, THROUGH A FLASHING, AND TERMINATE IN A LISTED VENT CAP INSTALLED IN ACCORDANCE WITH ITS LISTING AND THE MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

MISCELLANEOUS GENERAL MECHANICAL NOTES

31. COORDINATE ALL WORK AMONG VARIOUS AFFECTED TRADES AS REQUIRED AND AS NECESSARY TO ENSURE THE INSTALLATION OF ALL WORK SHALL FIT IN THE AVAILABLE SPACE. MODIFY/EXTEND/ ADJUST WORK AS

NECESSARY TO ENSURE THAT ALL REQUIRED INSTALLATIONS AND CONNECTIONS ARE PROPERLY

COMPLETED.

32. ROUTE DUCTWORK INSIDE CEILING OR ATTIC SPACE TIGHT TO UNDERSIDE OF OVERHEAD ROOF FRAMING MEMBERS AS MUCH AS POSSIBLE. FIELD COORDINATE ALL DUCT ROUTING AND SIZES WITH ACTUAL CONDITIONS, STRUCTURAL MEMBERS, PIPING, OTHER DUCTS, SUPPORTS, LIGHT FIXTURES, ALL OTHER

AFFECTED TRADES, ETC., AND ADJUST ROUTING AS REQUIRED, TYPICAL.

33. PROVIDE ALL RECTANGULAR DUCT ELBOWS WITH DOUBLE THICKNESS TURNING VANES.

34. FURNISH AND INSTALL MANUAL VOLUME DAMPERS IN ALL INDIVIDUAL BRANCH DUCTS, WHETHER OR NOT

SHOWN ON THE DRAWINGS. BALANCE TO AIR VOLUME SHOWN, TYPICAL.

35. PROVIDE SUPPORTS AND BRACING AS APPLICABLE FOR ALL EQUIPMENT AND DUCTWORK AS REQUIRED BY

SMACNA STANDARDS, AND APPLICABLE CODE REQUIREMENTS.

36. ROUTE AND INSTALL ALL MECHANICAL SYSTEMS AND DUCTS IN A MANNER THAT WILL NOT BLOCK OR OBSTRUCT PERSONNEL ACCESS AND USE OF THE CEILING ACCESS PANELS AND CATWALKS IN THE BUILDING CEILING/ATTIC AREA SPACES. COORDINATE LOCATION OF ALL ACCESS PANELS AND ATTIC

WALKWAYS WITH ARCHITECTURAL AND STRUCTURAL.

37. DESCRIPTION OF WORK MAY INCLUDE BUT IS NOT LIMITED TO FURNISHING AND INSTALLING NEW SPLIT SYSTEM CONDENSER, FAN COIL, AND OTHER EQUIPMENT SHOWN ON PLANS INCLUDING THERMOSTATS, AND ASSOCIATED EQUIPMENT AND COMPONENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TRANSITION, OFFSET, ETC. NECESSARY TO MAKE A COMPLETE AND FUNCTIONING SYSTEM CONSISTENT

WITH DESIGN INTENT. COMMISSION AND PERFORM OPERATIONAL TEST PER MANUFACTURER'S

INSTRUCTIONS.

38. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS SET FORTH IN THE CURRENT CALIFORNIA TITLE 24 MECHANICAL, PLUMBING AND ENERGY CODES, APPLICABLE INDUSTRY STANDARDS AND THE MANUFACTURER'S INSTRUCTION. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES AND THE DESIGN SPECIFIED HEREIN. WHEN CONFLICT BETWEEN

CODES AND STANDARDS ARISE, THE MOST STRINGENT SHALL APPLY.

39. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND NOTE-2. PROVIDE ALL FITTINGS. LINESETS, DRAINS, AND OTHER DEVICES

REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

40. FURNISH AND INSTALL CONDENSING UNIT ON MANUFACTURER'S PAD WHERE APPLICABLE AT LOCATION SHOWN ON DRAWINGS. PAD HEIGHT SHALL BE 3 INCHES MINIMUM. MAINTAIN THE MANUFACTURER'S

CLEARANCES AROUND UNITS. DO NOT MOUNT UNIT TO EXTERIOR WALL.

41. MAINTENANCE LABELS SHALL BE AFFIXED TO ALL MECHANICAL EQUIPMENT IN THE DIRECTION OF FLOW.

42. ALL EQUIPMENT, PIPING, AND DEVICES AND MATERIALS INSTALLED OUTSIDE OF THE BUILDING OR OTHERWISE EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHERPROOF AND LEAK PROOF.

PROTECT WATER LINES FROM FREEZING AND CONDENSATION. INSULATION SHALL BE COVERED WITH VAPOR BARRIER. PROTECT ALL DISSIMILAR METALS EXPOSED TO GALVANIC ACTION TO PREVENT

CORROSION.

43. ALL EQUIPMENT AND COMPONENTS FURNISHED AND INSTALLED SHALL BE NEW AND LISTED WITH AN

APPROVED TESTING AGENCY FOR THIS APPLICATION. UL LISTED. ETC.

44. FIELD COORDINATE ALL DUCT ROUTING AND SIZES WITH ACTUAL CONDITIONS, STRUCTURAL MEMBERS, PIPING, OTHER DUCTS, SUPPORTS, LIGHT FIXTURES, ALL OTHER AFFECTED TRADES, ETC., AND ADJUST

ROUTING AS REQUIRED, TYPICAL.

45. THE CONTRACTOR SHALL BE FAMILIAR WITH THE MECHANICAL AND PLUMBING SYSTEMS LAYOUT AND DIAGRAMS BEFORE COMMENCING WORK. THE ENTIRE WORK SHALL BE COORDINATED, VISIT THE SITE, REFER TO CONSTRUCTION DRAWINGS, EQUIPMENT AND MACHINERY MANUFACTURER'S DATA SHEETS, CONNECTION DRAWINGS, AND PLUMBING EQUIPMENT LIST.

46. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TRANSITION, OFFSET, ETC. NECESSARY TO MAKE A COMPLETE AND FUNCTIONING SYSTEM CONSISTENT WITH DESIGN INTENT. WHEREVER PIPE REDUCERS OR ENLARGERS ARE USED, THEY SHALL BE ECCENTRIC WITH FLAT SURFACE UPWARD TO AVOID AIR

ENTRAPMENT.

47. ALL THERMOSTATS SHALL BE CALIFORNIA ENERGY COMMISSION APPROVED, ENCASED WITH APPROVED LOCKABLE COVERS LOCATED 4 FEET MAXIMUM ABOVE FINISHED FLOOR AT LOCATIONS SHOWN ON

DRAWING. VENTILATION SHALL BE PROVIDED DURING OCCUPANCY.

48. FAN COILS AND FURNACES LOCATED IN CEILING OR ATTIC SPACES SHALL HAVE PRIMARY AND SECONDARY

DRAINS, DEEP TRAPS AND PLUMBED TO PREVENT WATER DAMAGE TO CEILINGS.

49. SUSPEND DUCTS PER 2022 CBC RESTRAINT OF MECHANICAL SYSTEMS. ALL DUCTWORK SHALL BE CONCEALED AND INSTALLED TO MAINTAIN THE MANUFACTURER'S CLEARANCES AND T-24 MANDATORY

MEASURES. PROVIDE VAPOR BARRIER WITH INSULATION.

50. ROUTE AND INSTALL ALL MECHANICAL SYSTEMS AND DUCTS IN A MANNER THAT WILL NOT BLOCK OR OBSTRUCT PERSONNEL ACCESS AND USE OF THE CEILING ACCESS PANELS AND CATWALKS IN THE BUILDING CEILING/ATTIC AREA SPACES. COORDINATE LOCATION OF ALL ACCESS PANELS AND CATWALKS

WITH ARCHITECTURAL AND STRUCTURAL.

51. INSTALL FIRE PROTECTION PER STATE FIRE MARSHALL AND NFPA 13. PROVIDE ACCESS TO ALL FIRE/SMOKE

DAMPERS.

52. ALL DUCT SMOKE DETECTORS AND FIRE DAMPERS SHALL BE STATE FIRE MARSHALL APPROVED AND INSTALLED STRICTLY PER THE MANUFACTURER'S INSTRUCTIONS. FURNISH AND INSTALL WHERE DUCT PENETRATE FIRE-RATED WALLS AND FLOORS. TYPICAL FOR ALL BUILDINGS. INSTALL ACCESS PANELS TO

ALL DAMPERS.

53. FLASH AND SEAL ALL PENETRATIONS THROUGH ROOF AND MAKE WATERTIGHT. INSULATE TO PREVENT CONDENSATION. PIPE, VENT, AND DUCT ROOF PENETRATIONS SHALL BE COORDINATED WITH OTHER TRADES AND STATE REPRESENTATIVE TO ENSURE ROOFING WARRANTY AND SOLAR-READY ZONES ARE

MAINTAINED.

54. COMPLETE ALL PIPING AND PLUMBING INSTALLATIONS AND JOINTS PER THE MANUFACTURER'S

INSTRUCTIONS, 2022 CMC, AND CPC CODES, STANDARDS AND BEST INDUSTRY PRACTICES.

55. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND POINTS OF CONNECTIONS REQUIREMENTS OF

PROPOSED UTILITIES BEFORE COMMENCING WORK.

56. ALL EQUIPMENT AND PIPING SHALL BE SUPPORTED AND SEISMICALLY RESTRAINED PER 2022 CBC FOR

RESTRAINT OF MECHANICAL SYSTEMS.

57. THE CONTRACTOR SHALL ROUTE PIPING AND DUCTWORK TO AVOID INTERFERENCE WITH BUILDING STRUCTURE, ELECTRICAL CONDUITS, LIGHT FIXTURES AND ELEVATOR PIPING AND TO PROVIDE ACCESS TO MAINTENANCE. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE

ARCHITECTURAL REFLECTIVE CEILING PLAN, AND ELECTRICAL LIGHTING LAYOUT.

58. DESCRIPTION OF WORK MAY INCLUDE BUT IS NOT LIMITED TO FURNISHING AND INSTALLING NEW HVAC, GAS FURNACES, FAN COILS, HEATERS, EXHAUST FANS, AIR COMPRESSORS SYSTEM, GAS HEAT/ELECTRIC

PACKAGE, AND OTHER EQUIPMENT SHOWN ON PLANS INCLUDING DUCTS, GAS WATER HEATER,

THERMOSTATS, AND ASSOCIATED EQUIPMENT AND COMPONENTS. PROVIDE AND INSTALL THERMOSTATS, DUCTWORK, AND PIPING AS SHOWN ON DRAWINGS. COMMISSION AND PERFORM OPERATIONAL TEST PER

MANUFACTURER'S INSTRUCTIONS.

59. FURNISH AND INSTALL UNITS ON MANUFACTURER'S CURB WHERE APPLICABLE AT LOCATION SHOWN ON

DRAWINGS. PACKAGE UNIT PLATFORM HEIGHT SHALL BE 12 INCHES MINIMUM. MAINTAIN THE

MANUFACTURER'S CLEARANCES AROUND UNITS. ENSURE NO PLUMBING VENT IS WITHIN 10 FEET OF

OUTSIDE AIR INTAKE.

60. ALL MOUNTING HEIGHT ELEVATIONS INDICATED FOR LOUVERS AND EQUIPMENT ARE DIMENSIONED TO BOTTOM OF LOUVER OR EQUIPMENT FINISH FLOOR. REFER TO ARCHITECTURAL FOR ADDITIONAL

INFORMATION.

61. INSULATE ALL PIPES IN CEILINGS, ATTICS AND WALLS TO PREVENT CONDENSATION DAMAGE TO ADJACENT

BUILDING COMPONENTS.

62. FURNISH AND INSTALL FIRE SUPPRESSION SYSTEMS FOR FIRE PROTECTION PER 2022 CFC CHAPTER 80:

2022 NFPA 13 AND 2022 NFPA 24.

GENERAL MECHANICAL (HVAC) NOTES

MECHANICAL GENERAL NOTES

M001

R. GALLAGHER

R. GALLAGHER

M. MADISON

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SHEET NUMBER

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FILE DATE:

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DESIGNED BY:

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FRESNO, CALIFORNIA 93727

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1 SEPT 2026 ADDENDUM 1

MECHANICAL LEGEND

CEILING SUPPLY AIR DIFFUSER/REGISTER

CEILING RETURN AIR GRILLE/REGISTER

FLEXIBLE AIR DUCTWORK

AIR FLOW DIRECTION

THERMOSTAT, 48" AFF MAX TO TOP OF BOX

HVAC

EA EXHAUST AIR

RR

FR

FLOOR RETURN AIR REGISTER

MANUAL VOLUME BALANCE DAMPER

ZONE DAMPER

CC COOLING COILS

CD CEILING DIFFUSER, CONDENSATE DRAIN

COND CONDENSING UNIT

FSD FIRE & SMOKE DAMPER

RR RETURN AIR REGISTER

RH RANGE HOOD

WD WALL DIFFUSER

ZD ZONE DAMPER

HP HEAT PUMP

RETURN AIRRA

VENTILATION AIR DAMPER

SENSOR

RETURN AIR DAMPER

EXHAUST AIR DAMPER

BY-PASS DAMPER

BACK DRAFT DAMPER

TO BE RELOCATED

VL VENTILATION LOUVER

BAROMETRIC RELIEF DAMPER

RIGID DUCTWORK

WV WALL VENT

MVD

MD

MANUAL VOLUME DAMPER

MOTORIZED DAMPER

TG TRANSFER GRILLE

AF AIR FILTER

FURN, FU FURNACE UNIT

TO BE DEMOLISHED/REMOVED

EXISTING TO BE FIELD VERIFIED

ABOVE CEILINGABC

REF

TYP.

AFG

AFF

FB, TB

FA, TA

/FT

FF

FROM BELOW, TO BELOW

ABOVE FINISHED FLOOR

FROM ABOVE, TO ABOVE

ABOVE FINISHED GRADE

TYPICAL

(E), EXISTING

(N)

AE

N.T.S.

O.B.D.

FC

CLG.

CFM,

CD

A…