JCCA_23791-8_Generator_Stack_Extension,_100__Approved.pdf

CYPRESS CIR

S P R U C E D

R

IV

E

BIRCH DRIVE

M A P L E D

R

IV

E

N A P A V

A

LL

E J O H W

Y

SYCAMORE DRIVE

C E D A R D

R

IV

E

MADRONE DR

162A

MAGNOLIA DR

C E D A R D

R

177 178

NOTES, DRAWING

INDEX

T0.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D S H

-N a p a \C

A D \2

T .d w g

D A T E /T

IM

E M a y

:1

A M

- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

1. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 33 -

FIRE SAFETY DURING CONSTRUCTION OF THE 2022 CALIFORNIA FIRE CODE.

FIRE SAFETY DURING CONSTRUCTION

DSA EXEMPTION NOTES

SEE STRUCTURAL DRAWINGS

SEISMIC NOTES

ALL UTILITY SHUTDOWNS MUST BE COORDINATED WITH FACILITY OPERATIONS WITH

AT LEAST 72 HOUR NOTICE. AND SHALL NOT EXTEND BEYOND 24 HOURS.

UTILITY SHUTDOWNS

PREPARED FOR:

DEPARTMENT OF STATE HOSPITALS - NAPA

2100 NAPA VALLEJO HWY,

NAPA, CALIFORNIA 94558

DEPARTMENT OF STATE HOSPITALS

1215 O ST, 2ND FLOOR

SACRAMENTO, CALIFORNIA 95814

JOSHUA KAISER

FACILITIES PLANING CONSTRUCTION

AND MANAGEMENT

PHONE: (916) 248-0015

EMAIL: JOSHUA.KAISER@DSH.CA.GOV.

CHILE GARCIA

ASSOC. CONSTRUCTION ANALYST

PHONE: (916) 601-6609

EMAIL: CHILE.GARCIA@DSH.CA.GOV

KRISTEN BROWN

DSH-NAPA PROJECT MANAGER UNIT

PHONE: (707) 253-5667

EMAIL: KISTEN.BROWN@DSH.CA.GOV

PREPARED BY:

J.C. CHANG & ASSOCIATES, INC.

ENGINEERS, ARCHITECTS AND PLANNERS

385 VAN NESS AVENUE, SUITE 208

TORRANCE, CALIFORNIA 90501

PHONE : (310) 212-7644

MECHANICAL ENGINEER OF RECORD

ROBERT NOLAN

LIC. NO. 31684

E-MAIL: RNOLAN@JCCAINC.COM

PHONE: (310) 212-7644

ARCHITECT OF RECORD

MYOUNGJIN KANG

LIC. NO. C-37614

E-MAIL: MJKANG@JCCAINC.COM

PHONE: (310) 212-7644 EXT. 255

ELECTRICAL ENGINEER OF RECORD

HECTOR LACSA

LIC. NO. E18399

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

STRUCTURAL ENGINEER OF RECORD

ROBERT ONISHI

LIC. NO. 3705

14426 S. RAYMOND AVE.

GARDENA, CA. 90247

HCAI NOTES

APPLICABLE CODES AND STANDARDS

A MINIMUM OF 72 HOURS NOTICE WILL BE PROVIDED TO THE STATE FIRE

MARSHAL WHEN SCHEDULING ANY TESTS OR INSPECTIONS.

DUCT, CONDUIT OR PIPE PENETRATIONS INSPECTIONS THRU FIRE RATED

ASSEMBLIES.

THIS PROJECT IS UNDERTAKEN SOLELY FOR THE PURPOSE OF EXTENDING

THE GENERATOR'S BAFFLE STACK. THIS PROJECT IS EXEMPT PER 2022 CBC

CODE SECTION 11B-203.5 AND DOES NOT REQUIRE DSA ACCESS COMPLIANCE

REVIEW. THIS PROVISION INCLUDES MECHANICAL ONLY PROJECTS THAT

CONTAIN INCIDENTAL STRUCTURAL UPGRADES REQUIRED SOLELY FOR THE

PURPOSE OF PERFORMING MECHANICAL ONLY WORK. HOWEVER,

COMPLIANCE WITH THE CALIFORNIA BUILDING CODE IS STILL REQUIRED AND

PROVIDED.

THE INTENT OF THE CONSTRUCTION DOCUMENTS IS TO EXTEND (2) EXISTING

CO-GENERATION BAFFLES TO REDUCE THE AIR TURBULENCE AND TO COMPLY

WITH MINIMUM REQUIRED EPA COMPLIANCE STANDARDS.

IN ACCORDANCE WITH THE 2022 CBC. SHOULD ANY CONDITIONS DEVELOP NOT

COVERED BY THE APPROVED CONSTRUCTION DOCUMENTS, AMENDED

CONSTRUCTION DOCUMENTS (ACDs) DETAILING AND SPECIFYING THE

REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE DSH HCAI

PEER REVIEWER BEFORE PROCEEDING WITH THE WORK.

1. 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.

2. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.

3. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.

4. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.

5. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.

6. 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.

7. 2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R.

8. 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 C.C.C.R.

9. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11,

TITLE 24 C.C.R.

10. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

11. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

PARTIAL LIST OF APPLICABLE STANDARDS

1. NFPA 90A INSTALLATION OF AIR - CONDITIONING AND 2022 EDITION

VENTILATING SYSTEM

2. NFPA 101 LIFE SAFETY CODE 2022 EDITION

3. NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE 2022 EDITION

REFERENCE CODE SECTION FOR NFPA STANDARDS ARE IN 2022 CBC CHAPTER 35,

AND 2022 CFC CHAPTER 80 AND 2022 CMC CHAPTER 17.

NOTE:

WORK IS A "REPAIR" OF MECHANICAL EQUIPMENT PER 2022 CEBC CHAPTER 2.

BUILDING 331 GENERATOR YARD

DEPARTMENT OF STATE HOSPITALS

GENERATORS STACK EXTENSION

2100 NAPA VALLEJO HWY, NAPA, CALIFORNIA 94558

DSH-NAPA

PROJECT INFORMATION

DRAWING INDEX

1. EXTEND (2) EXISTING CO-GENERATION BAFFLES TO REDUCE THE AIR

TURBULENCE AND TO COMPLY WITH MINIMUM REQUIRED EPA

COMPLIANCE STANDARDS.

2. PROVIDE LADDER AND PLATFORM ON TOP OF THE NEW EXTENSION FOR

BAAQMD PERSONNEL TO GET PROPER AIR QUALITY READINGS.

3. PROVIDE SEPARATE SUPPORT TOWER FOR THE NEW ADDITIONS.

4. PROVIDE MAINTENANCE RECEPTACLE AT STACK EXTENSION WITH

ASSOCIATED CONDUIT AND WIRING BACK TO PANEL.

N

SCOPE OF WORK VICINITY MAP SITE PLAN

SITE SAFETY PLAN

REFERENCE: 2022 CALIFORNIA FIRE CODE

1. SEE OVERALL SITE PLAN FOR SITE ACCESS FOR BOTH PUBLIC RIGHT OF WAY

AND DSH FIRE DEPARTMENT.

2. TURNAROUND CAN BE ACCOMPLISHED BY USING EXISTING SITE ROADS.

FIRE APPARATUS ACCESS

PROJECT LOCATION

NORTH OF BLDG. 331

SEE T0.2

SAN

FRANCISCO

SACRAMENTO

STOCKTON

SANTA

ROSA

SONOMA

TRACY

SAN

RAFAEL

ELK

GROVE

PLEASANTON

NAPA

PROJECT LOCATION

SAN PABLO

BAY

STATE FIRE MARSHAL SPECIAL

INSPECTIONS

100% SUBMITTAL

N

GENERAL

1. T0.1 NOTES, DRAWING INDEX

2. T0.2 SITE PLAN

3. T0.3 ENLARGED GENERATOR YARD & BUILDING DATA

STRUCTURAL

4. S0.1 STRUCTURAL NOTES

5. S2.1 FOUNDATION PLAN & ROOF FRAMING PLAN

6. S3.1 STRUCTURAL ELEVATION

7. S3.2 STRUCTURAL DETAILS

8. S3.3 STRUCTURAL DETAILS

MECHANICAL

9. M0.1 MECHANICAL NOTES, SYMBOL LIST AND

ABBREVIATIONS

10. M1.1 ENLARGED NEW WORK PLAN AND ELEVATION

11. M3.1 MECHANICAL SECTIONS

12. M3.2 MECHANICAL DETAIL

13. M3.3 LADDER DETAILS

14. M4.1 PHOTOS OF EXISTING CONDITIONS

ELECTRICAL

15. E1.1 ENLARGED ELECTRICAL NEW WORK PLAN AND ELEVATION

SHEET TITLE

SHEET

NO.

DWG.

NO.

A. 2022 CFC 3303.1 PROGRAM DEVELOPMENT AND MAINTENANCE. THE OWNER

OR OWNER’S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE

DEVELOPMENT, IMPLEMENTATION AND MAINTENANCE OF AN APPROVED,

WRITTEN SITE SAFETY PLAN ESTABLISHING A FIRE PREVENTION PROGRAM

AT THE PROJECT SITE APPLICABLE THROUGHOUT ALL PHASES OF THE

CONSTRUCTION, REPAIR, ALTERATION OR DEMOLITION WORK. THE PLAN

SHALL ADDRESS THE REQUIREMENTS OF THIS CHAPTER AND OTHER

APPLICABLE PORTIONS OF THIS CODE, THE DUTIES OF STAFF AND STAFF

TRAINING REQUIREMENTS. THE PLAN SHALL BE SUBMITTED AND APPROVED

BEFORE A BUILDING PERMIT IS ISSUED. ANY CHANGES TO THE PLAN SHALL

BE SUBMITTED FOR APPROVAL.

B. 3303.1.1 COMPONENTS OF SITE SAFETY PLANS:

SITE SAFETY PLANS SHALL INCLUDE THE FOLLOWING:

1. NAME AND CONTACT INFORMATION OF SITE SAFETY DIRECTOR.

2. DOCUMENTATION OF THE TRAINING OF THE SITE SAFETY DIRECTOR AND

FIRE WATCH PERSONNEL.

3. PROCEDURES FOR REPORTING EMERGENCIES.

4. FIRE DEPARTMENT VEHICLE ACCESS ROUTES.

5. LOCATION OF FIRE PROTECTION EQUIPMENT, INCLUDING PORTABLE FIRE

EXTINGUISHERS, STANDPIPES, FIRE DEPARTMENT CONNECTIONS AND

FIRE HYDRANTS.

6. SMOKING AND COOKING POLICIES, DESIGNATED AREAS TO BE USED

WHERE APPROVED, AND SIGNAGE LOCATIONS IN ACCORDANCE

WITH SECTION 3305.8.

7. LOCATION AND SAFETY CONSIDERATIONS FOR TEMPORARY HEATING

EQUIPMENT.

8. HOT WORK PERMIT PLAN.

9. PLANS FOR CONTROL OF COMBUSTIBLE WASTE MATERIAL.

10.LOCATIONS AND METHODS FOR STORAGE AND USE OF FLAMMABLE AND

COMBUSTIBLE LIQUIDS AND OTHER HAZARDOUS MATERIALS.

11.PROVISIONS FOR SITE SECURITY.

12.CHANGES THAT AFFECT THIS PLAN.

13.OTHER SITE-SPECIFIC INFORMATION REQUIRED BY THE FIRE CODE

OFFICIAL.

SFM PERMIT NUMBER: 24-1374

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

24-1374

JeremyWillett Wed May 22 09:14:55 2024: V2

GB 7

GB 8

GB 9

GB 2

GB 3

GB 1

CYPRESS CIR

S P R U C E D

R

IV

E

BIRCH DRIVE

M A P L E D

R

IV

E

N A P A V

A L L E

JO

H W

Y

SYCAMORE DRIVE

C E D A R D

R

IV

E

BUILDING 194

BUILDING

GB14

MB-6

MB-FF

2MB-6

GB-14

MADRONE DR

162A 162

MAGNOLIA DR

C E D A R D

R

176 177 178

IMOLA AVE

REDWOOD DR

S P R U C E D

R

SITE PLAN

T0.2

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D S H

-N a p a \C

A D \2

T .d w g

D A T E /T

IM

E M a y

:1

A M

- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

SITE PLAN

SCALE: N

E0.1

1" = 150'

75 0 15 300FEET 150

SEE ENLARGED

GENERATOR YARD T0.3

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

JeremyWillett Wed May 22 09:14:58 2024: V2

GT-1

GT-2

MADRONE DR

C E D A R D

R

BLDG 331

RADIATOR YARD

(E)

RADIATOR

(E)

RADIATOR

T

GT-3

(FUTURE)

CO-GENERATION PLANT

SITE PLAN -

GENERATOR YARD

T0.3

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D S H

-N a p a \C

A D \2

T .d w g

D A T E /T

IM

E M a y

:2

A M

- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

0 202 FEET 10

1/16" = 1'-0"

ENLARGED GENERATOR YARD

SCALE:

N

NEW STACK EXTENSION

TOP OF GAS

TURBINE GT-1

HEAT EXCHANGER

SYMBOL LOCATION

TOP OF GAS

TURBINE GT-2

HEAT EXCHANGER

56" (W) x 80" (L) x 150" (H)

INTERIOR JACKET

DIMENSION

409 SS

MATERIAL

409 SS

INSULATION

OUTER CASING

A36

CARBON

STEEL

SEE

EXPANSION JOINT

10,000

WEIGHT LBS

INTERIOR JACKET +

INSULATION +

OUTER CASING

1,500

EXPASION

JOINT

SEE 1,50010,000

NOTES

56" (W) x 80" (L) x 150" (H)

64" (W) x 88" (L) x 150" (H)

DIMENSION

64" (W) x 88" (L) x 150" (H) A36

CARBON

STEEL

MATERIAL

SEE

SEE

NOTES:

INTERIOR JACKET AND INSULATION. MUST BE ABLE TO WITHSTAND THE TEMPERATURE OF UP TO 1000°F. MANUFACTURED BY MORGAN THERMAL CERAMICS MODEL SUPER WOOL PLUS, 4" THICK AES WOOL, OR JOHNS MANVILLE CALCIUM CILICATE

SUPER CALTEMP GOLD 1700, 3" THICK, OR APPROVED EQUAL.

PROVIDE (4) EXTERNAL SUPPORT LUGS ON TOP (2 EACH ON OPPOSITE SIDE OF DUCT) AND (4) SUPPORTS LUGS AT THE BOTTOM OF THE NEW EXTENSION. 5/8" DIAMETER CARBON STEEL LUGS. SUPPORT LUGS WILL REST AND BE BOLTED TO THE

SUPPORT STRUCTURE.

PROVIDE (6) 4" SAMPLING PORTS 29" BELOW THE TOP OF NEW STACK.

FOR ADDITIONAL DETAILS SEE M3.2.

BUILDING DATA

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

M3.2

OF 154

DSA STAMP

DSH

IP: 310.212.7944 F:310.212.5272

JCCA #: 23791-8

oOFESSIO, PaKOKks T4K

%Prucutle7SOFCAUY

No.

Issue Date Description

30% SUBMITTAL11-01-23

2-21-24 60% SUBMITTAL

100% SUBMITTAL03-14-24

Project

GENERATORS

STACK EXTENSION

Drawn

Issue Date Vault File Number

XX/XX/XXXX

Sheet Title

STRUCTURAL NOTES

Reference North Sheet Scale

AS SHOWN

Sheet Number

SO.1

NO. 3705

Exp. 12/31/25

Checked

RN

Designed

SM

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

Project Number oooooooooooxxxx

Supervisor

RN

CD

Client Agency

DEPARTMENT OF STATE HOSPITALS

JCCA

Architects · Engineers

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

ABBREVIATIONS GENERAL NOTES

LLV.

LSV.

CONCRETE

REINFORCING: Footing reinforcing shall conform to ASTM A615, grade 60.

CEMENT: Tested, Type II Portland, ASTM C150.

AGGREGATES: ASTM C33. Maximum size 112” for footings and 1” for all other work.

TRANSV. . . . Transverse

STRUCTURAL STEEL

SHAPES AND PLATES shall conform to ASTM A36, Fy = 36 ksi. WF shapes shall conform to ASTM A992, Fy = 50 ksi min. All steel shall be identified with mark and mill

STEEL PIPE shall conform to ASTM A53, grade B, Fy = 35 ksi.

STEEL TUBE shall conform to ASTM A500, grade B, Fy = 46 ksi.

Seismic design category

FIELD PAINTING: Touch up all damaged paint, bolts and welds.

BOLTS All shop and/or field connections to be unfinished American Standard Regular, 74" diameter, unless noted otherwise. All bolts shown on structural drawings as "Anchor Bolts’

Unless otherwise noted or shown on plan, the minimum clear distance of the reinforcement to the face of the concrete shall be:

certification. Mill certification to be sent to Structural Engineer. Foreign steel shall be tested for chemical and physical properties. The physical test requirement may be waived by the Structural Engineer if satisfactory mill certification can be submitted.

Design soil pressure is based on sandy clay, compact with an allowable bearing pressure of 1,500 psf.

CONCRETE: Shall have an ultimate compressive strength of 3,000 psi at 28 days, unless noted otherwise on plan. All concrete shall be continuously inspected by a registered Deputy Building Inspector.

2’

3’EA.

EL.

E.N..

E.W.

F.A..

F.F.

FIN.

F.J..

The Contractor shall be responsible for supplying the means, methods, techniques, sequences, procedures and appropriate safety precautions required to perform the work.

FLR. .

FTG.

GA. .

G.B., G.L. .

GR. .

HD. .

HDR.

HGR.

HORIZ

HSS

TYP.

UNO.

U.P..

VERT

W/ .

W/O.

LONGIT. .

LSH

LAP SPLICES: Minimum length of lap splices in reinforcing steel shall be required for Class B splice (2’—0”min), unless otherwise noted on plan. Splices shall be well staggered.

GALVANIZING All steel exposed to weather shall be hot-dipped galvanized or primed and painted with weather protective finish per architectural drawings.

CONNECTIONS AND FABRICATION: AISC Specification, unless noted otherwise. All structural steel shall be fabricated in a Building Department approved shop. Building Department approved licensed fabricators only.

HT. . .

INFO. .

K.P. . .

LLH. . .

WELDING: Shall conform with latest AWS D1.1 standards. Welding shall be performed by Building Department approved certified welders under the supervision of a Special Inspector or in the shop of an approved fabricator. Continuous inspection required for all field welding.

shall be hook bolts (with 2” hooks) or machine bolts with plate washer 3” sq. x X” thick, tack welded to bolt head. Bolts shall conform to ASTM A307.

SHOP DETAILS to be submitted to Engineer for approval before fabrication. Steel erector shall provide all erection bracing required to maintain structure plumb and properly braced during construction.

Contractor shall verify all dimensions and conditions on the job and report any discrepancies to the Engineer before proceeding with the work.

No deviations from structural details without the written approval of the Structural Engineer.

Approval by the City inspector does not constitute authority to deviate from plans or specifications.

Basic Wind Speed (V) Exposure Category Importance factor, Category III (I) Minimum Design Wind Pressure. .

(A) .

A.B..

ARCH

(B) .

Bd. .

BLKG.

B.N..

BM. .

BOT.

BRG.

B.S..

C.J., CLG.

CLR.

CMU.

COL.

CONC.

CONN.

CONT.

C.P..

DBL.

DO. .

DRWG.

(E). .

38.2746838 -122.2692524 1.25 m D 1.916 0.67 2.299 1.139 1.532 0.759 D

Typical

Unless Noted Otherwise Underpinning

Vertical With Without

SEISMIC DESIGN CRITERIA (site-specific)

(based on 2022 CBC)

WIND DESIGN CRITERIA

(based on ASCE 7-16 & 2022 CBC)

Above Anchor Bolt Architectural

Below Board Blocking

Boundary Nailing Beam Bottom

Bearing Both Sides Ceiling joist

Ceiling Clear

Concrete Masonry Unit Column Concrete

Connection Continuous

Complete joint penetration Double Ditto Drawing

Existing (Contractor to field verify) Each

Elevation Edge Nailing Each Way

Framing Anchor (Simpson A35/LPT4)

Finished Floor Finish Floor Joist

Floor

Footing Gauge Grade Beam Glued-laminated beam

Grade Holdown Header Hanger

Horizontal Hollow structural section

MATL. . .

MAX. . .

MIN. . .

NAT . .

(N)

NOM. . .

NTS. . .

O.C P.A

PL

PLYWD. .

P.T

RAFT . .

REQD. . .

SCH. . .

SHT. . .

SHTG. . .

SIM. . .

SMS. . .

S.N

SPCG . .

STD. . .

STL

S.W. . .

SYM. . .

THK. . .

T&B . .

. . Height

. . Information

. . King Post . . Long Leg Horizontal

(Orientation of unequal leg angle) . . Long Leg Vertical

(Orientation of unequal leg angle)

. . Longitudinal

. . Long Side Horizontal (Orientation of rectangular tube)

. . Long Side Vertical (Orientation of rectangular tube)

. . Material

. . Maximum . . Minimum

. . Natural . . New . . Nominal

. . Not to scale . . Center to Center . . Post above

. . Plate

. . Plywood . . Pressure Treated . . Rafter

. . Required

. . Schedule

. . Sheet . . Sheathing . . Similar

. . Sheet Metal Screw

. . Shear Nailing . . Spacing

. . Standard

. . Steel

. . Shear Wall . . Symmetrical . . Thick

. . Top and Bottom

100 mph "C"

1.0

16.0 psf (LRFD)

A. Slab on grade B. Concrete against earth

Formed

Without form

Latitude Longitude Seismic Importance Factor (I). . .

Occupancy Category Site Class Spectral response coefficient (Ss )

(S1 )

(SMS)

(SMI )

(SDS )

(SDI )

i

D A

T E

/T

IM

E

M a r

:2

P

M F

IL

E

O

J O

B F

O L

D E

R \D

S H

\D S

H N a p a \D

S H

N A

P A

C o g e n

G e n e ra to r S ta c k E x te n s io n \D

S H

N a p a

G e n e ra to r S ta c k S

.1 d w g

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

OF 155

I

I

LADDER PER

MECH DRWGS

8 15

V I

C

LADDER PER

MECH DRWGS

[I

I

SE AUST

2/STACK

I i

2-6” 6’—0” w8X15 W8X15 s 8X15 W8X15

ELEV

6 SQ X % HSS

COL, (TYP 4)

S3.1

O

J to

CONT 8"X6”X3” HSS

(LSV), L= 14’-0”±

CONT 8"X6"X3" HSS

(LSV), L= 14’—0”±

GW 112” X 76” McNICHOLS

BAR GRATING

6 SQ X % HSS

COL, (TYP 4)

PLANT

2-6” 7’—6”±

ELEV

S3.1

6—0

ELEV

S3.1

1'— O' 99

—7

J □ 9926

ELEV

JL

(E) GAS TURBINE

LEV

y 7

□ 2 99

2′6

ELEV

JL

(E) GAS TURBINE

W

SCALE: X” = T-O'

S3.1

STACK SUPPORT

FOUNDATION PLAN

S3.1

ELEV

(11 S3.1

ELEV

6” SQ X 3” HSS

COL, (TYP 4)

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DEEP FOOTING, REFER TOI

■1’-0”

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10-0” X 12’-0” X 48”

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ELEV

S3.1

CO-GENERATION

I I

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CONT 8"X6"X3" HSS

(LSV), L= 14’-0”±

L

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S3.1 S3.3/TYP

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ELEV

\ (14 S3.2)

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WF CONN

AN PRR

PROJECT

LOCATION

KEY P

NOT TO SCALE

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I. II

ELEV

STACK SUPPORT FRAMING PLAN

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PROJ

N

RAILING,

S3.1 S3.3/TYP

TYP WF TO

WF CONN

(E) GAS TURBINEr 11 S3.1

ELEV

S3.2

DSA STAMP

DSH

IP: 310.212.7944 F:310.212.5272

JCCA #: 23791-8

oOFESSIO/ PaKOKks T4K

%Prucutle7SOFCAUY

No.

Issue Date Description

30% SUBMITTAL11-01-23

2-21-24 60% SUBMITTAL

100% SUBMITTAL03-14-24

Project

GENERATORS

STACK EXTENSION

Drawn

Issue Date Vault File Number

XX/XX/XXXX

Sheet Title

Reference North Sheet Scale

AS SHOWN

Sheet Number

S2.1

FOUNDATION PLAN &

ROOF FRAMING PLAN

NO. 3705

Exp. 12/31/25

DEPARTMENT OF STATE

HOSPITALS, NAPA

Checked

RN

Designed

SM

DEPARTMENT OF

STATE HOSPITALS

(DSH)

Client Agency

DEPARTMENT OF STATE HOSPITALS

Supervisor

RN

Project Number oooooooooooxxxx

JCCA

Architects · Engineers

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

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V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

OF 156

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FRAME ELEVATION FRAME ELEVATION 3 FRAME ELEVATION 2

S3.13 3.

%" = 1-0”

DTL FRAME3

%" = 1-0”

DTL FRAME4

S3.2

DSA STAMP

DSH

IP: 310.212.7944 F:310.212.5272

JCCA #: 23791-8

oOFESSIO, PaKOKks T4K

%Prucutle7SOFCAUY

No.

Issue Date Description

30% SUBMITTAL11-01-23

2-21-24 60% SUBMITTAL

100% SUBMITTAL03-14-24

Project

GENERATORS

STACK EXTENSION

Drawn

Issue Date Vault File Number

XX/XX/XXXX

Sheet Title

Reference North Sheet Scale

AS SHOWN

Sheet Number

S3.1

STRUCTURAL

ELEVATION

NO. 3705

Exp. 12/31/25

DEPARTMENT OF STATE

HOSPITALS, NAPA

Checked

RN

Designed

SM

DEPARTMENT OF

STATE HOSPITALS

(DSH)

Client Agency

DEPARTMENT OF STATE HOSPITALS

Supervisor

RN

Project Number oooooooooooxxxx

JCCA

Architects · Engineers

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

CD

S Q

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V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

OF 157

3” PLATE

3” PLATE

1 /8"X6" X %”

| / HSS (LSV)

/fl

C C

.9/ y /

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PARTIAL ELEVATI

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PROVIDE 45*

BEVEL AT

EDGES, TYP

PROVIDE

CAULKING AT

JOINT

HSS COL.——

REFER TO_15

S3.2

Q.

£ —1 N O

HSS COL

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HSS BEAM

/ HSS BEAM

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1” CLR—

— HSS COL

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(8) $3.2)

74 2 BEAM TO COLUMN BEAM TO COLUMN 1” = 1’—0

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HSS BEAM

C.P

HSS BEAM HSS BEAM

c.P

C.P

HSS BEAM

14”

I

X”HSS COL

I

(32) 1” = 1’-0! 99

$3.2/ AT BRACE DTL - 308 DTL - 304A

C.P

HSS BEAM

HSS BEAM

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1”CLR

1”74 99

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HSS COL 99 = r—o29

13” THICK PLATE C.P.

X” /7 GUSSETT, TYP

L DTL - 301BRACE

%” END PLATE

HSS BEAM

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BEAM TO COLUMN 1” = 1‘—O9999

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—HSS COL

F

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2 e a /

O) /

I

1” = 1-0”

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1” = 1-0” y /

III

III

71/

= 1-0”

BEAM TO COLUMN 112” = 1-0'

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HSS BEAM HSS BEAM

| EXHAUST STACK | %” %”

3 > %” %”K

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21‘ 99 112 99

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2” @

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2” @

12” O.C

HSS BRACE, SLOTTED

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2” @

16” O.C.

2” @

12” O.C.

2” @ x

16” O.C.

2” @

J 6” O.C.

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3" THICK PLATE

GUSSET, TYP

(4) SUPPORT LUGS

TOP & BOTTOM, PER

MANUFACTURER

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ANGLE

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1 / s Se

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SUPPORT

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DTL - 302 DTL - 310 DTL - 307

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CONCRETE FOOTING r = r-o 99

DTL - 113

= 1-0”1

DTL - 110

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PLATE W/ (4) -%”0

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S3.2

1FOOTING r = r-o' BEAM TO COLUMN99

S3. $3.2/AT BRACEDTL - 101

(15 CONCRETE

$3.2/ AT BRACE

,99

DSA STAMP

DSH

IP: 310.212.7944 F:310.212.5272

JCCA #: 23791-8

oOFESSIO, PaKOKks T4K

%Prucuthe7SOFCAUY

No.

Issue Date Description

30% SUBMITTAL11-01-23

2-21-24 60% SUBMITTAL

100% SUBMITTAL03-14-24

Project

GENERATORS

STACK EXTENSION

Drawn

Issue Date Vault File Number

XX/XX/XXXX

Sheet Title

Reference North Sheet Scale

AS SHOWN

Sheet Number

S3.2

NO. 3705

Exp. 12/31/25

DEPARTMENT OF STATE

HOSPITALS, NAPA

Checked

RN

DEPARTMENT OF

STATE HOSPITALS

(DSH)

Designed

SM

Client Agency

DEPARTMENT OF STATE HOSPITALS

Supervisor

RN

Project Number oooooooooooxxxx

STRUCTURAL

DETAILS

JCCA

Architects · Engineers

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

CD

S Q

X H

S S

C O

L

S

S C

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S .2

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V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

OF 158

HSS

BEAM \14

1V

HSS BEAM

ACCESS LADDER

PER ARCH DRWGS

4" X 3” THICK

PLATE, TYP

N

112"p STD PIPE

TOP RAIL

112"p STD PIPE

INTERMEDIATE RAILS

1%2"p SCH 80 PIPE

POST @ 4’—0” O.C.

MAX SPACING

LADDER SUPPORT GUARDRAIL%” = 1-0”

.3 .3HSS BEAMS DTL-112

/3STACK SUPPORTSUPPORT 112” = r-o 99

.3. .3/TO BEAMBOTTOM DTL-111 DTL-106

1” = 1-0” E

LSS BEAM

TOP OF FOOTING

OOF ACCESS LADDER

PER ARCHITECTURAL

EXHAUST STACK

EXTENSION PER

MANUFACTURER 2” @

16” O.C

L6X6 X %6 W/ 7"$

SUPPORT LUG PER

MANUFACTURER

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W/ (2) 12”o SIMPSON

TITEN HD ANCHOR

_2" @ y” 12" O.C.

o o o

99 112” = r-o 991

DTL-109 DTL-105

(6 GUARDRAIL

$3.3/CONNECTION

(2 STACK SUPPORT

yTO BEAM

= 1-0” y”

%e” 99

X” PLATE N

LHSS BEAM

EXHAUST STACK (E)

WF BEAM

PER PLAN

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EXTENSION, PER

MANUFACTURER

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PER MECHANICAL

2” @

12” O.C

2” @

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2"p PIPE

SLEEVE

L6X6 X 56" W/ %”p

SUPPORT LUG, PER

MANUFACTURER

T

112” = r-o’ 99

DTL-108 DTL-104

(5 GUARDRAIL

$3.3/CONNECTION

(1STACK SUPPORT

$3.3) 1” = 1-0”

L4 l

I CLR

%6”42”

X”0 PLATE

IV

EXHAUST STACK (E)

EXHAUST STACK

EXTENSION, PER

MANUFACTURER

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PER MECHANICAL

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L4”X4” X

2 0 PIPE SLEEVE

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PLATE

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PLAN VIEW

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112”

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A

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DTL-107

WF BEAM

PER PLAN

$3.3 $3.3 $3.3

/17 $3.3)

/13 $3.3)

/14

.3

(18 $3.3) —D $3.3)

/10 $3.3)

/19 S3.3

(9, $3.3/

DSA STAMP

DSH

IP: 310.212.7944 F:310.212.5272

JCCA #: 23791-8

oOFESSIO, PaKOKks T4K

%Prucutle7SOFCAUY

No.

Issue Date Description

30% SUBMITTAL11-01-23

2-21-24 60% SUBMITTAL

100% SUBMITTAL03-14-24

Project

GENERATORS

STACK EXTENSION

Drawn

Issue Date Vault File Number

XX/XX/XXXX

Sheet Title

Reference North Sheet Scale

AS SHOWN

Sheet Number

S3.3

NO. 3705

Exp. 12/31/25

DEPARTMENT OF STATE

HOSPITALS, NAPA

Checked

RN

Designed

SM

DEPARTMENT OF

STATE HOSPITALS

(DSH)

Client Agency

DEPARTMENT OF STATE HOSPITALS

Supervisor

RN

Project Number oooooooooooxxxx

STRUCTURAL

DETAILS

JCCA

Architects · Engineers

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

CD

C O

L O

E

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A Y

S

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H N a p a G e n e ra to r

S ta ck S

.3

.d w g

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

MECHANICAL NOTES,

SYMBOL LIST AND

ABBREVIATIONS

M0.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D

S H -N a p a \C

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- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

1. THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION,

MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, WAREHOUSING,

AND ANY OTHER SERVICES REQUIRED TO COMPLETE THE WORK IN A

TIMELY AND EFFICIENT MANNER.

2. PRIOR TO BID CONTRACTOR SHALL THOROUGHLY EXAMINE AND VERIFY

ALL EXISTING CONDITIONS, POINTS OF CONNECTION, SIZES,

LOCATIONS, ELEVATIONS, ETC. CONTRACTOR SHALL NOTIFY PROJECT

MANAGER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS,

DIMENSIONS AND CONTRACT DRAWINGS PRIOR TO BID.

3. CONTRACTOR BIDS SHALL BE BASED UPON COMPLETING THE WORK

WITHIN THE AMOUNT BID. ANY QUESTIONS PERTAINING TO UNKNOWN

CONDITIONS, CHANGES IN DESIGN, OMISSIONS IN THE DESIGN OR

SCOPE OF WORK, MATERIALS, AND INSTALLATION TECHNIQUE SHALL BE

DISCUSSED WITH PROJECT MANAGER. UNKNOWN CONDITIONS

ENCOUNTERED DURING THE COURSE OF WORK, WHICH MAY DELAY

WORK OR ADD COST, WILL BE REPORTED TO THE PROJECT MANAGER

IMMEDIATELY, SO THAT PROPER ARRANGEMENTS CAN BE MADE

WITHOUT WORK STOPPAGE.

4. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE CONTRACT

DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND, ALTHOUGH

LOCATION OF THE EQUIPMENT IS DRAWN TO SCALE, THE CONTRACTOR

SHALL MAKE USE OF ALL DATA IN ALL THE CONTRACT DOCUMENTS,

AND VERIFY THIS INFORMATION AT THE BUILDING SITE PRIOR TO BID TO

ACCOMPLISH A COMPLETE, OPERABLE AND MAINTAINABLE

INSTALLATION.

5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIPMENT CUT

SHEETS FOR REVIEW PRIOR TO INSTALLATION OF WORK.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE

THAT ALL APPLICABLE SAFETY LAWS ARE STRICTLY ENFORCED AND TO

MAINTAIN A SAFE CONSTRUCTION PROJECT.

7. THE CONTRACTOR SHALL REPAIR AND/OR REPAINT ALL AREAS

DAMAGED BY DEMOLITION OR CONSTRUCTION, AND FINISH TO MATCH

EXISTING ADJACENT SURFACES.

8. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL DELIVER

TO THE PROJECT MANAGER COMPLETE AS-BUILT DRAWINGS SHOWING

WORK AS ACTUALLY INSTALLED.

9. DAILY, AND UPON COMPLETION OF WORK, CONTRACTOR SHALL

REMOVE DEBRIS, RUBBISH, WASTE, AND SURPLUS MATERIAL FROM

WORK SITE.

10. THE CONTRACTOR SHALL PROTECT AND COVER ALL EQUIPMENT IN

AREAS AFFECTED BY WORK, AND UPON COMPLETION OF WORK, SHALL

THOROUGHLY CLEAN ALL FIXTURES, EQUIPMENT, WALLS, CEILING,

FLOOR AND HARDWARE.

11. ALL WORK SHALL COMPLY WITH THE 2022 CBC, CMC, CPC, CFC, AND

CEC, AND 2022 TITLE 24 ENERGY STANDARDS AND ALL OTHER

APPLICABLE CODES AND REGULATIONS.

12. ALL INSULATION AND COVERINGS INSTALL ON PIPING AND TUBING

SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A

SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED IN ACCORDANCE

WITH ASTM E-84. (PER SECTION 719.7). DUCT SYSTEMS SHALL BE

CONSTRUCTED, INSTALLED AND INSULATED AS PROVIDED IN

CHAPTER 6 OF CMC 2022.

13. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL

FITTINGS, TRANSITIONS, DAMPERS, VALVES AND OTHER DEVICES

REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

14. ALL EQUIPMENT, DUCTS, AND OTHER DEVICES AND MATERIALS

INSTALLED OUTSIDE OF THE BUILDING OR OTHERWISE EXPOSED TO

THE WEATHER SHALL BE COMPLETELY WEATHERPROOFED.

15. THE CONTRACTOR SHALL PROVIDE THE PROJECT MANAGER AT THE

END OF THE PROJECT (NOT LIMITED TO):

A. OPERATING INFORMATION: THE APPROPRIATE CERTIFICATE(S)

OF COMPLIANCE AND A LIST OF NEW FEATURES, MATERIALS,

COMPONENTS, AND MECHANICAL DEVICES INSTALLED IN THE

BUILDING AND INSTRUCTIONS ON HOW TO OPERATE THEM

EFFICIENTLY.

B. MAINTENANCE INFORMATION: REQUIRED ROUTINE

MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND

INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL

MAY BE LIMITED TO IDENTIFYING THE OPERATION AND

MAINTENANCE MANUAL.

18. THE CONTRACTOR SHALL MAKE AVAILABLE THE INSTALLATION

CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY THE

APPLIANCE EFFICIENCY REGULATIONS FOR ALL APPROPRIATE

INSPECTIONS. THESE CERTIFICATES SHALL:

A. IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH

THE APPLIANCE EFFICIENCY REGULATIONS AND PART 6.

B. INCLUDE A STATEMENT INDICATING THAT THE INSTALLED

DEVICES CONFORM TO THE APPLIANCE EFFICIENCY

REGULATIONS AND PART 6 AND THE REQUIREMENTS FOR SUCH

DEVICES GIVEN IN THE PLANS AND SPECIFICATIONS.

C. STATE THE NUMBER OF THE OSHPD BUILDING PERMITS UNDER

WHICH THE CONSTRUCTION OR INSTALLATION WAS

PERFORMED.

19. CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXISTING SYSTEMS

WITH STANDARD MATERIAL AND TOOLS.

20. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND

INSTALL".

21. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE

NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT

GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOT GREATER

THAN 50 (2019 CMC SECTION 602.2)

22. CONSTRUCTION WASTE MANAGEMENT PLAN; SUBMIT A

CONSTRUCTION WASTE MANAGEMENT PLAN MEETING ITEMS 1

THROUGH 4 OF C SECTION 5.408.1.1. CAL GREEN CODE

23. WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT

COMPANY THAT CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE

PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL

DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 5.408.1.2 CAL

GREEN CODE.

24. PER CAL GREEN CODE SECTION 5.408.1.3 WASTE STREAM REDUCTION

ALTERNATIVE. THE COMBINED WEIGHT OF NEW CONSTRUCTION

DISPOSAL THAT DOES NOT EXCEED TWO POUNDS PER SQUARE FOOT

OF BUILDING AREA MAY BE DEEMED TO MEET THE 65 PERCENT

MINIMUM REQUIREMENT AS APPROVED BY THE ENFORCING AGENCY.

25. DOCUMENTATION. DOCUMENTATION SHALL BE PROVIDED TO THE

ENFORCING AGENCY, WHICH DEMONSTRATES COMPLIANCE WITH

SECTIONS 5.408.1.1 THROUGH 5.408.1.3, CAL GREEN CODE.

26. FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL

COMPLY WITH CAL GREEN SECTIONS 5.504.4.1 THROUGH

27. ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS, AND

CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF

THE FOLLOWING STANDARDS:

A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS,

SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY

WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR

QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR

SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1

AND 5.504.4.2

B. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES

AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF

PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN

ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID

OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS

AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE

OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF

REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.

28. PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL

COMPLY WITH THE VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL

COATINGS SUGGESTED CONTROL MEASURE, AS SHOWN IN CAL GREEN

CODE TABLE 5.504.4.3 UNLESS MORE STRINGENT LOCAL LIMITS APPLY.

29. CAL GREEN CODE 504.4.3.1 AEROSOL PAINTS AND COATINGS. AEROSOL

PAINTS AND COATINGS SHALL MEET THE PRODUCT- WEIGHTED MIR

LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS,

INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS

AND OZONE DEPLETING SUBSTANCES IN SECTIONS 94522(C)(2) AND

(D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING

WITH SECTION 94520.

30. CAL GREEN CODE 5.504.4.3.2 VERIFICATION. VERIFICATION OF

COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE

REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY

INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING:

A. MANUFACTURER’S PRODUCT SPECIFICATION

B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS

31. CAL GREEN 5.508.1.1 CHLOROFLUOROCARBONS (CFCS). INSTALL HVAC,

REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT

CONTAIN CFCS.

32. CAL GREEN 702.1 INSTALLER TRAINING. HVAC SYSTEM INSTALLERS

SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF

HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY

OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM.

33. CAL GREEN 702.2 SPECIAL. SPECIAL INSPECTORS MUST BE QUALIFIED

AND ABLE TO DEMONSTRATE COMPETENCE TO THE ENFORCING

AGENCY IN THE DISCIPLINE IN WHICH THEY ARE INSPECTING.

34. CAL GREEN 703.1 DOCUMENTATION. DOCUMENTATION OF COMPLIANCE

SHALL INCLUDE, BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS,

PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION,

INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE

LOCAL ENFORCING AGENCY. OTHER SPECIFIC DOCUMENTATION OR

SPECIAL INSPECTIONS NECESSARY TO VERIFY COMPLIANCE ARE

SPECIFIED IN APPROPRIATE SECTIONS OF CALGREEN.

GENERAL NOTES SYMBOL LIST ABBREVIATIONS

ABOVE FINISHED FLOOR

BUILDING MANAGEMENT SYSTEM (DDC)

BRITISH THERMAL UNITS PER HOUR

CONSTANT AIR VOLUME

CUBIC FEET PER MINUTE

DRY BULB

DIAMETER

DOWN

ENERGY EFFICIENCY RATIO

EXHAUST

EXISTING

DEGREE FAHRENHEIT

FIRE DAMPER

HORSEPOWER

HERTZ

HEIGHT

POUND

LENGHT

NOT APPLICABLE

NEW

MAXIMUM

THOUSAND BTU PER HOUR

MINIMUM

NATIONAL ENVIRONMENTAL BALANCING BUREAU

NATIONAL FIRE PROTECTION ASSOCIATION

NUMBER

NOT TO SCALE

OUTSIDE AIR

OPPOSED BLADE DAMPER

PRESSURE

POUNDS PER SQUARE INCH

REVOLUTION PER MINUTE

RETURN AIR

SUPPLY AIR

SMOKE/FIRE DAMPER

STATIC PRESSURE

STAINLESS STEEL

TOTAL STATIC PRESSURE

TEMPERATURE

TYPICAL

VOLUME DAMPER

WET BULB

WIDTH

AFF

BMS/BAS

BTUH

CAV

CFM

DB

DIA.

DN

EER

EXH

(E)

°F

FD

HP

HZ

(H)

LB

(L)

N/A

(N)

MAX

MBH

MIN

NEBB

NFPA

NO.

N.T.S.

OA

OBD

PRESS.

PSI

RPM

RA

SA

SFD

SP

SS

TSP

TEMP

TYP.

VD

WB

(W)

POINT OF CONNECTION

POINT OF DISCONNECTION

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

(E) GAS TURBINE

(E) GAS TURBINE

(N) 5'-0"x5'-0" FRAME FOR

(N) STACK. SEE S2.1

(N) 5'-0"x5'-0" FRAME FOR

(N) STACK. SEE S2.1

M3.1

M3.1

(N) EXTENSION ON

TOP OF (E) BAFFLE

STACK (TYP.)

M1.1

M3.1

M3.1

M1.1

SE

LADDER WITH

CAGE. TYP.

ENLARGED

NEW WORK PLAN

& ELEVATION

M1.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D

S H -N a p a \C

A D

\2 M

.d w g

D A T E /T

IM

E M a y

:1

A M

- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

ENLARGED NEW WORK PLAN

SCALE:

ZML

M1.1 N

0 101 FEET5

3/16" = 1'-0"

ELEVATION

N.T.S. M1.1

NAME

(6) 4" SAMPLING

PORTS

HOT AIR

EXPANSION

JOINT, SEE

S3.1

M3.1

M3.1

M3.2

29"

PLATFORM AND

GUARD RAIL,

SEE

NEW 150" STACK

EXTENSION

EXISTING 146"

STACK

SE

72"

LADDER WITH

CAGE, SEE M3.3

(N) SUPPORT

FRAME

EXISTING 185"

HEAT EXCHANGER

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

MECHANICAL

SECTIONS

M3.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D

S H -N a p a \C

A D

\2 M

.d w g

D A T E /T

IM

E M a y

:1

A M

- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

ZML

SECTION

SCALE: M3.1

NAME

SECTION

M3.1

NAME

OUTER CASING

INSULATION

STAINLESS STEEL

INTER JACKET

(E) BAFFLE STACK

OUTER CASING

INSULATION

STAINLESS STEEL

INTER JACKET

(E) EXHAUST DUCT

(E) GAS TURBINE

RAIL

NEW

EXTENSION

NEW

EXTENSION

EXHAUST

TOP OF

FOOTING

S T R

U C

T U

R A L S

U P P O

R T F

O R

T H

E N E X T E N S

IO

N S E E S

.1

(E H

E A T E

X C H A N G

R

PLATFORM

STRUCTURAL

SUPPORT,

SEE

(E H

E A T E

X C H A N G

R

EXPANSION JOINT

S T R

U C

T U

R A L S

U P P O

R T F

O R

T H

E N E X T E N S

IO

N S E E S

.1

S3.2

(6) 4" SAMPLING PORTS

64"±88"±

(6) 4" SAMPLING PORTS

0 51 FEET3

3/8" = 1'-0"

2 SCALE: 0 51 FEET3

3/8" = 1'-0"

TOP OF

FOOTING

M3.2

M3.2

EXHAUST

1 1

KEYNOTES

1 FOR THE NEW EXTENSION DUCT PROVIDE (4) EXTERNAL

SUPPORT LUGS (2 EACH ON OPPOSITE SIDES OF DUCT) TO

REST ON AND BE BOLTED TO THE SUPPORT STRUCTURE.

(E) BAFFLE STACK

SESE

THE INSTALLER OR CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE THAT

THE APPLIANCE IS CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF

THIS CODE. THE PERMANENTLY ATTACHED LABEL OF AN APPROVED AGENCY

SHALL BE PERMITTED TO BE ACCEPTED AS SUCH EVIDENCE. 301.4 ELECTRICAL

CONNECTIONS. FOR EQUIPMENT REGULATED BY THIS CODE:

1. EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS OF MORE THAN 50 VOLTS

SHALL HAVE A POSITIVE MEANS OF DISCONNECT ADJACENT TO AND IN SIGHT

FROM THE EQUIPMENT SERVED. EXCEPTION: OTHER POWER DISCONNECT

MEANS SHALL BE ACCEPTABLE WHERE IN ACCORDANCE WITH THE CALIFORNIA

ELECTRICAL CODE.

2. A 120 VOLT RECEPTACLE SHALL BE LOCATED WITHIN 25 FEET (7620 MM) OF THE

EQUIPMENT FOR SERVICE AND MAINTENANCE PURPOSES. THE RECEPTACLE

NEED NOT BE LOCATED ON THE SAME LEVEL AS THE EQUIPMENT.

3. ELECTRICAL WIRING, CONTROLS, AND CONNECTIONS TO EQUIPMENT AND

APPLIANCES REGULATED BY THIS CODE SHALL BE IN ACCORDANCE WITH THE

CALIFORNIA ELECTRICAL CODE.

2022 CMC 301.3 DESIGN OF EQUIPMENT

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

NEW

EXTENSION

18" (H)

EXPANSION

JOINT

(E)

BAFFLE

STACK

88"± (L) x 64" (W) x 150" (H)

80"± (L) x 56" (W) x 146" (H)

MECHANICAL

DETAIL

M3.2

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D

S H -N a p a \C

A D

\2 M

.d w g

D A T E /T

IM

E M a y

:1

A M

- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

ZML

EXPANSION JOINT DETAIL

M3.2

SCALE:

EXHAUST

N.T.S.

HOT FRAME ASSEMBLY - 1/4" A387 CARBON STEEL FLANGE

CLAMP BAR SET - 2"x3/8" FLATBAR WITH 1/2" NUTS

TYPE 304 STAINLESS STEEL.

FABRIC ELEMENT - SUPRATEF 1200 GT MODEL 13-115-120GT

OR APPROVED EQUAL.

PRESET/LIFT LUG, 3/8" PLATE CARBON STEEL.

COLD FRAME ASSEMBLY - 4"x4"x1/4" ANGLE GRADE A36 STEEL.

OUTER CASING - A36 CARBON STEEL.

INTER JACKET - 409 STAINLESS STEEL, MUST BE ABLE TO

WITHSTAND THE TEMPERATURE OF UP TO 1000°F.

COLD FRAME CAVITY INSULATION - CERAMIC, WRAPPED IN

STAINLESS STEEL MESH.

COLD FRAME LINER, 10 GAUGE STAINLESS STEEL TYPE 304

DOME SEAL, CERAMIC SILICA CLOTH & STAINLESS STEEL MESH.

HOT FRAME LINER, 3/16" PLATE 304 STEEL.

CAVITY FILL - FIBER GLASS WRAPPED IN STAINLESS STEEL MESH.

INSULATION. MUST BE ABLE TO WITHSTAND THE TEMPERATURE

OF UP TO 1000°F. MANUFACTURED BY MORGAN THERMAL

CERAMICS MODEL SUPER WOOL PLUS, 4" THICK AES WOOL, OR

JOHNS MANVILLE CALCIUM CILICATE SUPER CALTEMP GOLD 1700

3" THICK, OR APPROVED EQUAL.

(E) SOUND BAFFLES TO REMAIN.

FIELD VERIFY DIMENSIONS OF EXISTING BAFFLE STACK BEFORE

ORDERING ANY MATERIALS.

ALL INTERMAL AND EXTERMAL CARBON STEEL SURFACES WILL

BE COATED WITH THE FOLLOWING PAINT SYSTEM:

SURFACE PREP: COMMERCIAL BLAST CLEANING, SSPC-SP10

PRIME COAT: DIMECOTE 9H, 2-3 MILS DFT.

TOP COAT: AMERON AMERCOAT 741, 2-3 MILS DFT,

PEARL GRAY COLOR.

FOR THE NEW EXTENSION DUCT PROVIDE (4) EXTERNAL

SUPPORT LUGS (2 EACH OPPOSITE SIDES OF DUCT) TO REST ON

AND BE BOLTED TO THE SUPPORT STRUCTURE.

EXPANSION JOINT SHALL BE DESIGNED TO ACCOMMODATE

TYPICAL LATERAL (DUE TO WIND AND SEISMIC) AND VERTICAL

(DUE TO THERMAL GROWTH OF CURRENT STACK) MOVEMENT

ALLOWANCES. RATED THERMAL MOVEMENTS FOR THE

EXPANSION JOINT SHALL BE 3" AXIAL COMPRESSION MAX, 1/2"

AXIAL EXTENSION MAX, AND 1/2" LATERAL MOVEMENT.

PRIOR TO COMMENCEMENT OF ANY WORK, THE CONTRACTOR

SHALL THROUGHLY CLEAN INSIDE OF THE EXISTING BAFFLE

STACKS TO ENSURE THERE ARE NO DEBRIS OR OBSTRUCTIONS

INSIDE THE STACKS.

EXPANSION JOINT IS PART OF THE OVERALL HEIGHT OF 150"

STACK.

KEYNOTES

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

PHOTOS

OF EXISTING

CONDITION

M4.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D

S H -N a p a \C

A D

\2 M

.d w g

D A T E /T

IM

E M a y

:1

A M

- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

(E) BAFFLE STACK

N.T.S. M4.1

NAME

(E) TURBINES AND BAFFLE STACK

N.T.S. M4.1

NAME

(E) TURBINES, HEAT EXCHANGERS AND STACK

N.T.S. M4.1

NAME

TOP VIEW OF (E) BAFFLE STACK

N.T.S. M4.1

NAME

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

(E) GAS TURBINE

(E) GAS TURBINE

(N) 5'-0"x5'-0" FRAME FOR

(N) STACK. SEE S2.1

(N) 5'-0"x5'-0" FRAME FOR

(N) STACK. SEE S2.1

E1.1

(N) EXTENSION ON

TOP OF (E) BAFFLE

STACK (TYP.)

E1.1

SE

LADDER WITH

CAGE. TYP.

(E) PANEL 'A'

WP

WP

J

J

A-27

A-25

3/4"C (GRS),

2#10 + 1#10 GND.

3/4"C (GRS),

2#10 + 1#10 GND.

3/4"C (GRS),

2#10 + 1#10 GND.

CIRCUITS A-25,27

3/4"C (GRS),

3#10 + 1#10 GND.

WP

ENLARGED

ELECTRICAL

NEW WORK PLAN

& ELEVATION

E1.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-8

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, NAPA

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

GENERATORS

STACK EXTENSION

XX/XX/XXXX

RN RN

F

IL

E L \2

-8

C o g e n S ta c k E x te n s io n D

S H -N a p a \C

A D

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D A T E /T

IM

E M a y

:1

A M

- 11-01-23 30% SUBMITTAL

Client Agency

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7944 F:310.212.5272I

SM

- 02-21-24 60% SUBMITTAL

OF 15

- 03-14-24 100% SUBMITTAL

ENLARGED NEW WORK PLAN

SCALE:

ZML

E1.1 N

0 101 FEET5

3/16" = 1'-0"

ELEVATION

N.T.S.E1.1

HOT AIR

PROVIDE 20A, 2P, 3W,

120V, GFCI DUPLEX

RECEPTACLE ON

COLUMN AT +24" AFF

WITH AN "IN-USE"

NEMA 3R COVER

NEW 150" STACK

EXTENSION

EXISTING 146"

STACK

LADDER WITH

CAGE, SEE M3.3

(N) SUPPORT

FRAME

EXISTING 185"

HEAT EXCHANGER

ROUTE 3/4"C (GRS),

2#10 + 1#10 GND

DOWN VERTICAL

COLUMN TO PANEL

FOR CONTINUATION,

SEE PLAN AT LEFT,

THIS SHEET

SE

THE INSTALLER OR CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE THAT

THE APPLIANCE IS CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF

THIS CODE. THE PERMANENTLY ATTACHED LABEL OF AN APPROVED AGENCY

SHALL BE PERMITTED TO BE ACCEPTED AS SUCH EVIDENCE. 301.4 ELECTRICAL

CONNECTIONS. FOR EQUIPMENT REGULATED BY THIS CODE:

1. EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS OF MORE THAN 50 VOLTS

SHALL HAVE A POSITIVE MEANS OF DISCONNECT ADJACENT TO AND IN SIGHT

FROM THE EQUIPMENT SERVED. EXCEPTION: OTHER POWER DISCONNECT

MEANS SHALL BE ACCEPTABLE WHERE IN ACCORDANCE WITH THE CALIFORNIA

ELECTRICAL CODE.

2. A 120 VOLT RECEPTACLE SHALL BE LOCATED WITHIN 25 FEET (7620 MM) OF THE

EQUIPMENT FOR SERVICE AND MAINTENANCE PURPOSES. THE RECEPTACLE

NEED NOT BE LOCATED ON THE SAME LEVEL AS THE EQUIPMENT.

3. ELECTRICAL WIRING, CONTROLS, AND CONNECTIONS TO EQUIPMENT AND

APPLIANCES REGULATED BY THIS CODE SHALL BE IN ACCORDANCE WITH THE

CALIFORNIA ELECTRICAL CODE.

2022 CMC 301.3 DESIGN OF EQUIPMENT

V2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/12/24

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

24-1374